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HomeMy WebLinkAboutPLANS REVISED 10/3/06 - 06-00453 - BYUI LDS Church Building - 8th Stake CenteroouiuuuT oi� ouMLou a j �o uoou ARCHITECT & CONSULTANTS ARCH ITECT LANDSCAPE ARCHITECT FIRE SPRINKLER ENGINEER NIELSON BODILY & ASSOCIATES P.A. DAVID WEAVER & ASSOCIATES RFD ENGINEERING AND DESIGN 990 JOHN ADAMS PARKWAY 1605 SOUTH WOODRUFF 3658 SOUTH EASTWOOD DRIVE IDAHO FALLS, ID 83401 IDAHO FALLS, ID 83401 SALT LAKE CITY, UT 84109 TELEPHONE: (208) 522 -8779 TELEPHONE: (208) 529 -9504 TELEPHONE (801) 277-4933 FAX: (208) 522 -8785 FAX: (208) 524 -0063 FAX (801) 277 -3955 CI VIL ENGIN ASPEN ENGINEERING 10265 DORIAN AVENUE IDAHO BALLS, ID 83401 TELEPHONE: (2 08) 542 -1910 FAX (208) 542 -1922 STRUCTURAL ENGINEER ARW ENGINEERS, PC 1594 WEST PARK CIRCLE OGDEN, UT 84404 TELEPHONE (801) 782 -6008 FAX: (801) 782 -4656 MECHANICAL ENGINEER HEATH ENGINEERING 377 WEST 800 NORTH SALT LAKE CITY, UT 84103 TELEPHONE: (801) 322 -0487 FAX (801) 322 -0490 ELE CTRICAL ENGINEER PAYNE ENGINEERING 1823 EAST CENTER STREET POCATELLO, ID 83201 TELEPHONE: (208) 232 -4439 FAX (208) 232 -1435 ACOUSTICAL ENGINEER DICKENSHEETS DES ASSOCIATES HYMEADOW SQUARE OFFICE PARK 12335 HYMEADOW, SUITE 200 AUSTIN, TX 78750 TELEPHONE. (512) 331 -8977 FAX: (512) 331 -8947 LOCATION MAP BUILDING y ', s SITE — 1 l z z Pilne ovn W 4th S St ro L ._ -, Trejo St 010 ktroll I. Q - a s W 5th 5 W 6th S cv o v? D R A W I N G SHEET NUMBER SHEET TITLE SHEET NUMBER SH`LT TI T SHEET NUMBER SHEET TITLE GENERAL A ARCHITECTURAL Y - B FURNISHINGS G1O1 INDEX S A301 BUILDING SECTIONS F1O1 LOWER FLOOR FURNISHING PLAN & SCHEDULE G1O2i CODE INFORMATI A302 BUILDING SECTIONS F102 UPPER FLOOR FURNISHING PLAN & SCHEDULE G103 LIGHT POLE - CURB AND GUTTER DETAILS A303 BUILDING SECTIONS F2O1 ROSTRUM CAS EWORK G1O4 PICNIC SHELTER PLANS & DETAILS A304 BUILDING SECTIONS F202 BALCONY & OVERFLOW AREA CASEWORK FS501 ELEVATION (VIEW) A305 BUILDING SECTIONS F203 T ROSTRUM CASEWORK & DETAIL SHEET NUMBER ELEVATION (DATUM) A351 WA LL SECTIONS '301 LOWER FLOOR ROOM SIGNAGE LOCATION PLAN ELECTRICAL PHASE C IVIL A352 WALL SECTIONS F302 UPPE FLOOR R OOM SIGNAGE LO P SD101 SITE PLAN HORIZONTAL CONTROL A353 WALL SECT E107 ROOM SIGNAGE SC HEDULE AND DETAILS ? SD102 SITE PLAN HORIZON CO A401 _ ENLARGED PLANS AND INTERIOR ELEVATIONS E201 LOWER LEVEL POWER PLAN SD201 S PLAN V ER T ICAL CONTROL A402 E NLARGED PLANS AND IN TERIOR ELEVATIONS E202 UPPER LEVEL POWER PLAN SD202 SITE PLAN VERTICAL CONTROL A403 ENLARGED P LANS AN INT ERIOR ELEVATIO E203 STRUCTURAL P104 PLUMB ROOF PLAN A404 ENLARGED ROSTRUM 5001 STRUCTURAL NOTES P4C1 LARGE SC P LUMBING P LANS A405 ENLARGED ROSTRUM DETAILS 5701 FOOTING & FOUNDATION PLAN ? LANDSCAPING A406 ENLARGED PIA'FORM P LAN AND DETAILS ..102 R PLAN SECOND FLOOR FRAMI N G L101 LAND SCAPE. PLA NTING P LAN A407 _GED ELEVATOR PL SECT AN DE TAILS 5103 MECH FLOOR FRAMING PLAN L102 LANDSCAPE PLANTING PLAN A408 STOR BUILDING AND DETAILS S104 ROOF FRAMING PLAN L103 SPRINK IRRIGATION PLAN A451 ENLARGED STAIRS AND STAIR SECTIONS S201 TRUSS PROFILES X104 DETAILS & LE GENDS A452 ENLARGE[. STAIRS AND STAIR SECTIONS S202 TRUSS PROFILES n MECHANICAL A501 ARCHIT ECTURAL. DETAIL S401 STORAGE BCILDING AND DETAILS AND ENLARGED BUILDING PLANS z MECHANICAL SITE PLAN, CHILLER ENCLOSURE PLAN AND SECTIONS A5C2 ARCHITECTURAL DETAILS 5402 ENLARGED BUILDING PLANS AND DETAILS n ARCHITECTURAL A5O3 ARCHITE DETA ILS 5501 TYPI DE T AI LS z A101 LOWE LE FLOOR PLAN A5O4 ARCHITECTURAL DETAILS 5502 TYPICAL DET n A102 UPPE LEVEL F LOO R P LA N A521 WALL LIGHT CO AND CEILING TRIM DETAILS S503 FOOTING & F DE TAI LS z A103 MECHANICAL ACCESS PLAN A522 WALL LIGHT COVE AND CEILING TRIM DETAILS S504 NOT USE I A104 WALL TYPES MAI LE FLOO P AN D I S P L AY BOARD LOCATIONS A541 ROOFING DETAIL S505 FLOOR FRA DE TAI LS o A105 WALL TYPES UPPER LEVEL FLOOR PLAN AND DISPLAY BOARD LOCATIONS A542 ROOFING DETAILS 5506 FLOOR FRAMING DETAILS b A106 WALL TYPES A543 ROOFING DETAILS 5507 ROOF FRAMING DETAILS Al21 LOWE FLOOR REFLECTED CEILING P LAN A544 ROOFING DETAILS 5508 RO OF FRAMING DETAILS Al22 UPPER FLO REFLECTED CEILIN PLAN A551 MILLWORK DETAILS 5509 NOT USED A141 ROOF PLAN A6O1 FINISH SCHEDULE 560 SCHEDULES o A201 EXTERIOR ELEVATIONS A6O2 DOOR SCHEDULE AN WINDOW SCHEDULE 5602 SCHEDULES A202 EXTERIOR ELEVA A 603 DOO A ND WINDOW DET A203 STEEPLE ELEVATIONS AND SECTIONS A604 FOLDING PARTITION DETAILS ST iANDARD SYMBOLS LEGEND VISUAL DISPLAY BOARDS v2 2003 IBC DOOR DESIGNATION 123 SHEET TITLE WINDOW DESIGNATION SHEET TITLE DETAIL A DETAIL LETTER Y - B A1.3 SHEET NUMBER LOWER FLOOR FIRE SPRINKLER PIPING PLAN OCCUPANCY A -3 ASSEMBLY SECTION ELECTRICAL SITE PLAN SECTION LETTER HEIGHT AS PER CODE A5.5 SHEET NUMBER SHEET REFERENCE B TIATLE_ SC EARTHQUAKE BASE SHEAR ATTIC LEVEL FIRE SPRINKLER PLAN ROOM ROOM NAME ROOM NUMBER 150 ROOM NUMBER SECTIONS, ELEVATIONS, AND DETAILS 1 /A6s ENLARGED PLAN _ SOIL BEARING CONCRETE FS501 ELEVATION (VIEW) WINTER DESIGN TEMPERATURE ELEVATION LETTER E104 2.7 SHEET NUMBER ELEVATION (DATUM) o� o' °N VENTILATION REQUIREMENTS OF ASHRAE 62 -2001 DESIGN CRITERIA 2003 IBC SHEET TITLE S HEET NUMBER SHEET TITLE U S HEET NUMBER SHEET TITLE FIRE SPRINKLER TYPE OF CONSTRUCTION Y - B ELECTRICAL FS101 LOWER FLOOR FIRE SPRINKLER PIPING PLAN OCCUPANCY A -3 ASSEMBLY El OD ELECTRICAL SITE PLAN FS102 HEIGHT AS PER CODE 2 STORY, 40' -D" _ MECHANICA DETAILS E701 LOWER LEVEL LIGHTING PLAN EARTHQUAKE BASE SHEAR ATTIC LEVEL FIRE SPRINKLER PLAN WIND PRESSURE ROOF DEAD LOAD SEE SHEET SO01 FOR STRUCTURAL DESIGN CRITERIA LIVE LOAD SECTIONS, ELEVATIONS, AND DETAILS CEILING FRAMING LIVE LOAD ATTIC AREA _ SOIL BEARING CONCRETE FS501 RISER AND MISC. DETAILS WINTER DESIGN TEMPERATURE _ MECHANICAL SCHEDULES AND SYMBOL LEGEND E104 SEE SHEET M101 FOR DESIGN CRITERIA SUMMER DESIGN CONDITIONS THESE DOCUMENTS HAVE BEEN DESIGNED TO MEET THE. VENTILATION VENTILATION REQUIREMENTS OF ASHRAE 62 -2001 ELEVATION - - -- 5,000 FEET ABOVE SEA LEVEL ELECTRICAL PHASE 120/208V 3 PHASE PLUMBING CODE 2003 - INTERNATIONAL PLUMBING CODE MECHANICAL CODE 2003 - INTERNATIONAL MECHANICAL CODE I N D E X S HEET NUMBER SHEET TITLE S HEET NUMBER SHEET TITLE U S HEET NUMBER SHEET TITLE FIRE SPRINKLER MECHANICAL ELECTRICAL FS101 LOWER FLOOR FIRE SPRINKLER PIPING PLAN M503 MECHANICAL DE TAI LS El OD ELECTRICAL SITE PLAN FS102 UPPER LEVEL FIRE SPRINKLER PIPING PLAN M504 _ MECHANICA DETAILS E701 LOWER LEVEL LIGHTING PLAN FS103 ATTIC LEVEL FIRE SPRINKLER PLAN M601 MEC SCHEDULES E 102 UPPER LEVEL LIGHTING PLAN FS201 SECTIONS, ELEVATIONS, AND DETAILS M602 MECHANICAL SCHEDULES E103 MECHANICAL LEVEL LIGHTING PLAN FS501 RISER AND MISC. DETAILS M603 _ MECHANICAL SCHEDULES AND SYMBOL LEGEND E104 LOWER FLOOR PLAN - SOUN I T, VIDEO M604 CHILLED WATER FLO D E10 U FLOOR PLAN - SOUND, IT, VIDEO M605 HEATING WATER FLOW DIAGRAM FIGS LOWER FLOOR CEILING PLAN SOUND, IT, VIDEO PLUMBING E107 UPPER FLOOR CEILI PLAN SOUND, IT, VIDEO P101 LOWER F LOOR PLUMBING PLAN E201 LOWER LEVEL POWER PLAN P102 UPPER FLOOR PLUMBING PLAN - _ _ MECHANICAL ELECTRICAL E202 UPPER LEVEL POWER PLAN P103 PLUMBIN ACCESS PLAN MH O1 LOWER FLOOR CONTROL PLAN E203 UPPER LEVEL M ECHANICAL ROOMS - ELECTRICAL P104 PLUMB ROOF PLAN M1102 UPPER FLOOR CONTROL PLAN E204 TELEPHONE / DATA PLANS AND DETAILS P4C1 LARGE SC P LUMBING P LANS M1103 MECHANICAL ACCESS CONTROL PLAN E301 PANEL SCHEDULES, SINGLE LINE DIAGRAM AND DETAILS P601 L P�LMBING SCH EDULES & DETAILS MI6D1 MECHANICAL CONTROLS E302 SCHEDULES AND DE P901 PLU MBING _ISOMETRICS M1602 MECHANICAL CONTROLS E502 ELECTRICAL DETAILS - SOUND, IT, VIDEO P902 PLUMBING IS OMETRICS M1603 MECHANICAL CONTROLS Mi604 MECHANICAL CONTROLS M1605 MECHANICAL CONTROLS SOUND MECHANICAL M 60 _ MECHANICAL CONTROLS T101 SOUND SYSTEM DIAGRAM M10O MECHANICAL SITE PLAN, CHILLER ENCLOSURE PLAN AND SECTIONS M1607 MECHANICAL CONTROLS T102 SOUND & IT EQUIPMENT LIST & DETAILS MIDI LOWER FLOOR MECHANICAL PLAN M1608 CHILLED WATER CONTROL DIAGRAM T103 v SATE LLITE S DIAGR M102 UPPER FLOOR MECHANICAL PLAN M1609 HEATING WATER CONTROL DIAGRAM M103 MECHANICAL ACCESS PLAN _- - - - - -- M1610 MECHANICAL CONTROLS M104 LOWER FLOOR HVAC PIPING PLAN -__ —_ - - - - -- FIRE DETECTI M10� F P U- PER FLOOR HVAC PIPING PLAN FA101 FIRE ALARM SYSTEM M301 MECHAN SECTIONS M302 MECHANICAL SECTIONS M401 LARGE SCALE MECHANICAL PLAN AND SECTIONS M402 LARGE SCALE MECHANICAL PLAN AND SECTIONS M403 LARGE SCALE MECHANICAL PLAN AND SECTIONS M404 LARGE SCALE MECHANICAL PLAN AND SECTIONS M501 MECHANICAL DETAILS M502 MECHANICAL DETAILS c.: owe a � 0 h .mo o �71 �4 X W W LU U3 U R. W Y �O Q W Q L > o 1 rr /�n� _ (D vJ Q m Q X .fir LU o Z 0 O U m w V5 Z G o U x r o x W a U Vj F F �D a C/� w 44 �N re z 0 - m N � o U O m o 0 C� --- Project Number. Plan Series: Property Number: Sheet Title: INDEX SHEET 70 Sheet: G101 2003 IBC CODE INFORMATION CODE ITEM CODE REQUIREMENT ACTUAL BUILDING DESIGN REFERANCE LAVS DRINKING FOUNTAINS OCCUPANCY A -3 ASSEMBLY A -3 ASSEMBLY SECTION 3031 ROOM OCCUPANT LOAD AT 20 SO FT. PER PERSON 968/150 =6 CONSTRUCTION TYPE TYPE V —A TYPE V —A TABLE 503 FIRE SPRINKLED FIRE SPRINKLED ALLOWABLE BUILDING BUILDING AREA ACTUAL AREA = 38,184.1 S.F. AREA/ ALLOWABLE ASSUMPTION #1: SITE ALLOWS CLEAR SITE YARDS OF 50 FEET OR MORE ON AREA INCREASE ALL SIDES OF BUILDING MEN = 7 SECTION 506 STANDARD AREA FORMULA: A =A, +[A�; WOMEN = 14 WOMEN = 7 (IBC SECTION 506.1) [100] [100] SECOND FLOOR 1 SANDARD FORNTAGE INCREASE FORMULA: 1. = 100[F- 0.25]W (IBC SECTION 506.2) [P ]30 TYPE V —A HEIGHT = 50FT. /2STORIES (TABLE 503) BASIC AREA= 11,500S.F. (TABLE 503) 1, = 100[24.214- 0.25]3Q [24,214 130 t =100[ 1 —0.25] 1 t = 1110[.75]1 I =75 A. = 11,5005. F. +[11,500x75] +[11,500x200] [ 100 ] [ 100 ] A. = ii,500S.E +[862,500] = [2,300,000] [ 100 ] [ 100 J A, = 11,500S.F.+8,625 +23,000 A. = 43,1255 F. +EACH FLOOR (IBC SECTION506.4 NOTE: THE FIOURE ABOVE VARIES DEPENDING ON ALLOWABLE SIDE YARD CLEARANCE AND SIZE. THE FIGURE ABOVE IS A MAXIMUM TOTAL FIGURE. MAXIMUM HEIGHT 2 STORY, SO FEET, SEC 5113 504.2: 20 FEET 2 STORY, 45 " -8 "+ TABLE 503 INCREASE FOR SPRINKLER + i STORY SPIRE 51' -9" = 97' -5" ROOF COVERING CLASS 8 FIRE— RESISTANCE TABLE 1505.1 CLASS A FIRE — RESISTANCE DRAFT STOPS 717 13 & 717.4.3 EXCEPTIONS ^ NOT REQUIRED IN BUILDING WITH SPRINKLERS EGRESS WIDTH WITH SPRINKLERS SYSTEM: STAIRS 0.2 /OCCUPANT TABLE 1005.1 OTHERS 0.15 /OCCUPANT SE ADJACENT EXIT PLAN RESTROOM ACCESSIBILITY ANSI A1171 1 ACCESSIBLE FIXTURE TYPE FOR GROUP A OCCUPANT - 1 UNISEX TOILET EACH RESTROOM, 1 UNISEX TOILET ACCESSIBLE ENTRENCER AT LEAST 507 BUT NOT LESS THAT 1 PROVIDED SECTION 1105.1 SECOND LEVEL EXITING FLOOR 4 PLAN NTS TOTAL # OF OCCUPANTS SE COND PLUMBING IX U COUNT TABLE 2902.1 1935 OCCUPANTS ROOM SQUARE FOOTAGE& WATER CLOSETS LAVS DRINKING FOUNTAINS SEVICE SINKS MEN 1:200 = 5 20 ROOM OCCUPANT LOAD AT 20 SO FT. PER PERSON 968/150 =6 ROOM OCCUPANT LOAD AT 100 SQ, FT. PER PERSON 1 PER 1.000 1 REQUIRED WOMEN 1:200 = 5 968/75 =13 PROVIDED MEN b URINALS 5 = MEN = 7 MAIN FLOOR 2 MAIN FLOOR 1 WOMEN = 14 WOMEN = 7 SECOND FLOOR 2 SECOND FLOOR 1 o OCCUPANCY PLAN TOTAL OCCUPANT LOAD FOR ALL OCCUPANCIES= 1938 EXITING PLAN COMPLIES WITH IBC I_FGFND SYMBOL DESCRIPTION 152 SF ROOM SQUARE FOOTAGE& 208 5a OCCUPANT LOAD SERVED BY EXIT NOT COUNTED IN TOTAL OCCUPANT LOAD 7 2 ROOM OCCUPANT LOAD AT 7 SO _ FT. PER PERSON 20 ROOM OCCUPANT LOAD AT 20 SO FT. PER PERSON VGQ' ROOM OCCUPANT LOAD AT 100 SQ, FT. PER PERSON 1¢ ROOM OCCUPANT LOAD AT 15 SO, FT_ PER PERSON z U Y 4 N Z try I u r err, � A �b r� sco�rL .e, n4sisor� scot -'r w LU W z ky U W Y @O ILLI Q frr^^ = CJ cr m W O Q' t W 0.' M� 0 W C v� F o� U I U H Fx D a � w W � H� m o Project Number: Plan Series: Property Number Sheet Title: CODE INFORMATION - IBC Sheet G102i 0- a 1 S VGQ' w LU W z ky U W Y @O ILLI Q frr^^ = CJ cr m W O Q' t W 0.' M� 0 W C v� F o� U I U H Fx D a � w W � H� m o Project Number: Plan Series: Property Number Sheet Title: CODE INFORMATION - IBC Sheet G102i CURB, SIDEWALK, OR 1' HUMUS TO BE CONCRETE MOW STRIP ROTOTILLED INTO TOPSOIL SLOPE /—FINISH GRADE Y /2' PER FWT L z WHERE SHRUB PLANTING OCCURS: `I INCHES TOP SOIL A AND t INCH HUMUS COMPACT BASE SHRUB PLANTING O AREAS —SOIL PROFILE VARIES - SEE P i 2 7 CONCRETE SIDEWALK COMPACTED GRAVEL © SIDEWALK DETAIL NTS 2' -0' -- 1 6" 6" 6" 6" I I 1' -O" DIA CONC. BASE PLAN VIEW 1� 9 o ACCESSIBLE PARKING I SIGN -SEE SPECS 2" DIA STEEL POST SET IN CONCRETE CONCRETE APRON & BASE - SEE PLAN VIEW ABOVE N I k I 0 17 ACCESSIBLE O PARKING SIGN NST CONCRETE MOW STRIP POLE BASE iV CONCRETE SIDEWALK 5 ' - o CRACK CONTROL JOINTS I CONCRETE MOW STRIP POLE BASE o LAWN OR 0 5, O .; GROUND COVER I i— CONCRETE CURB <I ' —CRACK CONTROL JOINT TYPE B ( POLE BASE PLAN VIEW BASE PLAN VIEW N 2' -6" 6' -0" MIN. GRANULAR BASE t L - COMPACT BASE 6" 6" GRANULAR BASE 12" PIT RUN O APRON ADJACENT TO BUILDING FINISH GRADE PRIOR TO PLACING SOD FINISH GRADE PRIOR 1' HUMUS TO TO PLACING 1" N OIL I S HUMUS ROTO 3' ASPHALT IN TOP SOIL N T7 vwi Z 6" ROAD BASE _ FINISH GRADE 18" COMPACTED TOP SOIL GRANULAR Fl LL MOW STRIP SIDEWALK OR CURB ROUGH GRADE PRIOR COMPACT BASE TO PLACING TOP SOIL SODDED AREAS— ON SITE WHERE WATER DRAINS AWAY FROM WALK © INTEGRAL WALK & CURB DETAIL ASPHALT SIDEWALK PAVING i t 1: 12 N 1� =12 6' -0" 4' -0" 6' -0" MIN. MIN. MIN. r, AND GUTTER DETAIL 6" STANDARD PIPE FILLED WITH CONC. J•- #4 BAR N O CURB CUT DETAIL PAVING FLAG POLE 6' Z - SLAB OVER FILL FINISH "' GRADE g - 2 318" CONCRETE INSIDE PIPE TO } iT -- _ I I SLOPE _. SLOPE ^ ELEV. 100' -0" _ �� -� °e-— ROAD BASE GRANULAR BASE z � CONCRETE CAP CONCRETE CURB (4) #3 TIES, AT 4" O.C. 8 3/8' 1' -9 5 AND GUTTER HRDWD WEDGES - FOR USE ON PERIMETER AREAS WHERE (4) g6 B VERTICAL —�' - WATER DRAINS TOWARD CURB REMOVE AFTER O CURB AND GUTTER DETAIL FILL WITH 2' -0' -- 1 6" 6" 6" 6" I I 1' -O" DIA CONC. BASE PLAN VIEW 1� 9 o ACCESSIBLE PARKING I SIGN -SEE SPECS 2" DIA STEEL POST SET IN CONCRETE CONCRETE APRON & BASE - SEE PLAN VIEW ABOVE N I k I 0 17 ACCESSIBLE O PARKING SIGN NST CONCRETE MOW STRIP POLE BASE iV CONCRETE SIDEWALK 5 ' - o CRACK CONTROL JOINTS I CONCRETE MOW STRIP POLE BASE o LAWN OR 0 5, O .; GROUND COVER I i— CONCRETE CURB <I ' —CRACK CONTROL JOINT TYPE B ( POLE BASE PLAN VIEW BASE PLAN VIEW N 2' -6" 6' -0" MIN. GRANULAR BASE t L - COMPACT BASE 6" 6" GRANULAR BASE 12" PIT RUN O APRON ADJACENT TO BUILDING FINISH GRADE PRIOR TO PLACING SOD FINISH GRADE PRIOR 1' HUMUS TO TO PLACING 1" N OIL I S HUMUS ROTO 3' ASPHALT IN TOP SOIL N T7 vwi Z 6" ROAD BASE _ FINISH GRADE 18" COMPACTED TOP SOIL GRANULAR Fl LL MOW STRIP SIDEWALK OR CURB ROUGH GRADE PRIOR COMPACT BASE TO PLACING TOP SOIL SODDED AREAS— ON SITE WHERE WATER DRAINS AWAY FROM WALK © INTEGRAL WALK & CURB DETAIL ASPHALT SIDEWALK PAVING i t 1: 12 N 1� =12 6' -0" 4' -0" 6' -0" MIN. MIN. MIN. r, AND GUTTER DETAIL 6" STANDARD PIPE FILLED WITH CONC. J•- #4 BAR N O CURB CUT DETAIL 0 e GRADE LINE T POLE, COVER AND G103 ANCHOR BOLTS COORDINATE CLEARANCE BETWEEN GROUT AND HINGED BASE WITH MANUFACTURER. NON- SHRINK GROUT BOND BREAKER -11 � I CONCRETE MOW STRIP I GRANULAR BASE II I � I I 1' -6" DIAMETER x 4' -0' it I LONG CONCRETE BASE. 1 (4) #5 RE -BARS it i II 3/4" CONDUIT II II 24" BELOW GRADE MIN. 1 II I u -- UNDISTURBED OR COMPACTED EARTH ll I I Ili U 1 y3 TIES AT 12 I ..I GRANULAR BASE SIDEWALK AREA U POLE BASE DETAIL GENERAL NOTES: 1. SEE SITE PLAN FOR WALK LOCATIONS AND WIDTH. 2. 1" PRIOR TO SEEDING OR PLANTING (2" PRIOR TO SODDING) BLACK ASPHALTUM PAINT ON OUTSIDE SURFAJ POLE ° BELOW FOUNDLEEVE 16gc HGAL. STEEL STEEL ING WEDGE 0 3/16" TEEL BASE 2' -6" 3/16" TEEL SUPPOTE WELDEROUND SPIKE NOTE: VERIFY BASE REQUIREMENTS W/ FLAG POLE MANUFACTURER O FLAG POLE BASE P SCALE: 3/4" = 1' -0" 1 - W 6 HIGH VINYL FENCING X _ G103 \ i EQUALLY SPACED / VINYL POSTS �.' 6" CONCRETE PAD O PAVEMENT SECTION SOIL PROFILE NTS VINYL POST VINYL FENCE POST CAP VINYL FENCE RAIL AND SLATS VINYL AND (CHURCH PROPERTY) VINYL FENCE POST o w ) J � F, POST REINFORCING d, REINF. GALV STEEL IN TOP BOY. RAILS a, 2 ' 5 „ CONCRETE SLAB (FINISH SMOOTH) ROUND CORNERS VINYL (1/2" RADIUS) POST N 1 CONY (TYP. POST, I '118" o MOW OR M V I POST IN CONC. FTG. i FINISF PERIMETER ® VINYL FENCE SECTION SCALE: 1" = Y -0" L — — — ELECTRICAL EQUIPMENT a w 5E j I I I J ; BLOCK FOR CONDUITS VERIFY SIZE & LOCATION N WITH POWER COMPANY V ELECTRICAL & SATELLITE PAD BUILDING WALL LINE CONCRETE FLOOR LINE N 2' -0" SLOPE 1/2 PER FOOT Q VINYL FENCE DETAIL /TYPICAL 9" OFF BEYOND GRATE 4' THICK CONIC. APRON ABOVE INLET STRUCTURE \\ STD INLET STRUCTURE BELOW CURB AT INLET LOCATION W TYPICAL INLET APRONS 4" CONCRETE I FLAG POLE SITE PLAN SLAB OVER FILL FILLET WELD Project Number. CONCRETE INSIDE PIPE TO } SPUN ALUMINUM 1 /4 " /FT, SLOPE SECTION ELEV. 100' -0" FLASH COLLAR a � z � CONCRETE CAP CONCRETE (4) #3 TIES, AT 4" O.C. HRDWD WEDGES - REINFORCED W/ (4) g6 B VERTICAL —�' - REMOVE AFTER q4 AT 18" O.C. FILL WITH TAMPING SAND BOTH WAYS CONCRETE LIGHT POLE (2) p3 12" LONG- INSERTED 6" STANDARD - IN HOLES IN BASE PIPE PIPE X 7' -0" DRY SAND, - LONG SET TIGHTLY TAMPED AFTER 1 1 2" RIGID II IN CONCRETE ALIGNING POLE 0 e GRADE LINE T POLE, COVER AND G103 ANCHOR BOLTS COORDINATE CLEARANCE BETWEEN GROUT AND HINGED BASE WITH MANUFACTURER. NON- SHRINK GROUT BOND BREAKER -11 � I CONCRETE MOW STRIP I GRANULAR BASE II I � I I 1' -6" DIAMETER x 4' -0' it I LONG CONCRETE BASE. 1 (4) #5 RE -BARS it i II 3/4" CONDUIT II II 24" BELOW GRADE MIN. 1 II I u -- UNDISTURBED OR COMPACTED EARTH ll I I Ili U 1 y3 TIES AT 12 I ..I GRANULAR BASE SIDEWALK AREA U POLE BASE DETAIL GENERAL NOTES: 1. SEE SITE PLAN FOR WALK LOCATIONS AND WIDTH. 2. 1" PRIOR TO SEEDING OR PLANTING (2" PRIOR TO SODDING) BLACK ASPHALTUM PAINT ON OUTSIDE SURFAJ POLE ° BELOW FOUNDLEEVE 16gc HGAL. STEEL STEEL ING WEDGE 0 3/16" TEEL BASE 2' -6" 3/16" TEEL SUPPOTE WELDEROUND SPIKE NOTE: VERIFY BASE REQUIREMENTS W/ FLAG POLE MANUFACTURER O FLAG POLE BASE P SCALE: 3/4" = 1' -0" 1 - W 6 HIGH VINYL FENCING X _ G103 \ i EQUALLY SPACED / VINYL POSTS �.' 6" CONCRETE PAD O PAVEMENT SECTION SOIL PROFILE NTS VINYL POST VINYL FENCE POST CAP VINYL FENCE RAIL AND SLATS VINYL AND (CHURCH PROPERTY) VINYL FENCE POST o w ) J � F, POST REINFORCING d, REINF. GALV STEEL IN TOP BOY. RAILS a, 2 ' 5 „ CONCRETE SLAB (FINISH SMOOTH) ROUND CORNERS VINYL (1/2" RADIUS) POST N 1 CONY (TYP. POST, I '118" o MOW OR M V I POST IN CONC. FTG. i FINISF PERIMETER ® VINYL FENCE SECTION SCALE: 1" = Y -0" L — — — ELECTRICAL EQUIPMENT a w 5E j I I I J ; BLOCK FOR CONDUITS VERIFY SIZE & LOCATION N WITH POWER COMPANY V ELECTRICAL & SATELLITE PAD BUILDING WALL LINE CONCRETE FLOOR LINE N 2' -0" SLOPE 1/2 PER FOOT Q VINYL FENCE DETAIL /TYPICAL 9" OFF BEYOND GRATE 4' THICK CONIC. APRON ABOVE INLET STRUCTURE \\ STD INLET STRUCTURE BELOW CURB AT INLET LOCATION W TYPICAL INLET APRONS 4" CONCRETE I VARIES - SEE SITE PLAN SLAB OVER FILL Project Number. CONCRETE INSIDE PIPE TO } I I - 1 /4 " /FT, SLOPE Purl Senes: ELEV. 100' -0" a � z � CONCRETE APRON (4) #3 TIES, AT 4" O.C. REINFORCED W/ (4) g6 B VERTICAL —�' - q4 AT 18" O.C. sheet T ARS BOTH WAYS CONCRETE LIGHT POLE (2) p3 12" LONG- INSERTED FLOOR SLAB IN HOLES IN BASE PIPE °- - #3 TIES AT 18" O.C. _ 1 1 2" RIGID II GUTTER = "1 3) p4 CONY. �HOR12.} INSULATION DETAILS 2' -6 x 6' -6" DEEP _ _ COMPACTED ENGINEERED " 1 cp4 °i, AT 18" O.C. FILL TO BOTTOM COMPACTED EARTH CENTERED (VERY.) OF FOOTING . I- Sheet: ELL E DISH O SAT IT SCALE: 1" = 1' -0" BASE DETAIL G103 CONCRETE FROSTWALL 36" DEEP FOUNDATION WALL O STOOP AT DOORS WALL LINE CONCRETE MOW STRIP WHERE LAWN EXTENDS TO WALL SLOPE - 1/2" FLOOR PER FOOT MIN. 4LINE'� N w FINISH GRADE z° FOUNDA Q' y RS C3 � � P s O `1 ai 4 � �o ^ C h DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & MOW STRIP ADJACENT TO STORAGE BUILDING ASSOCIATES O MOW STRIP DETAIL 1 " = Pao L t , - o Q VINYL FENCE POST CAP VINYL FENCE RAIL AND SLATS �y (CHURCH PROPERTY) W W Z 1 0 0 VINYL FENCE POST U LU POST REINFORCING W m ° c0 REINF. GALV. STEEL IN Q TOP & BOT. RAILS Q L Q 8 5" 4" CONCRETE SLAB ^ Q VJ _ M M W SLOPE UM K O If - -- SLAB BLOCKOUT AS REQUIRED m ' CONCRETE SLAB WITH `D TURNED -DOWN EDGES [V POST IN CONIC, FTG. I H O U ENCLOSURE x v a VINYL FENCE SECTION a " � H S W SCALE: i" = 1' -0" F WO 1 1/2 RIGID CONDUIT STANDPIPE AND WEATHERHEAD 6" SCHED 40 GALVANIZED STEEL BASE PIPE BOND BREAKER in 4 CONCRETE SLAB WITH #4's AT 18" O.C. EACH WAY. PLACE BARS WITH t" CLEAR BELOW TOP OF SLAB. SLOPE SLAB 1/4" PER FOOT AWAY FROM BUILDING. (OPTIONAL) I f Project Number. CONCRETE INSIDE PIPE TO } I I - Purl Senes: GROUND LEVEL 1 I I a � z � Property Number. (4) #3 TIES, AT 4" O.C. (4) g6 B VERTICAL —�' - sheet T ARS uO LIGHT POLE (2) p3 12" LONG- INSERTED CURB AND IN HOLES IN BASE PIPE °- - #3 TIES AT 18" O.C. _ II GUTTER = "1 II DETAILS 2' -6 x 6' -6" DEEP _ _ CONCRETE BASE " 1 UNDISTURBED OR COMPACTED EARTH Sheet: ELL E DISH O SAT IT SCALE: 1" = 1' -0" BASE DETAIL G103 ROLL BACK STOP OF CO 100' NCRETE -0" � ELEV: GALVANIZED STEEL TUBE WRAP GLUE LAM W/ 24 GA. PRE- FINISHED METAL STEEL POST BRACKET I X FURRING STRIP STEEL COLUMN ,r, TOP OF FOOTING ELEV: 9T -4" O DETAIL SHIM AS REOD SIMPSON H3 T -III EXTERIOR PANELING i X FURRING STRIP, TYP. 24 GA. PRE- FINISHED METAL 5 1/6 x 10 1/2 GLUE LAM BEAM (2) S/4" THRU BOLTS 114' THICK STEEL POST BRACKET STEEL. COLUMN O DETAIL 2 x 4 FRAMED OUTLOOKERS COMPOSITION ROOF SHINGLES SHEATHING � UNDERLAYMENT SIMPSON H3—\\ �/_26 GA. DRIP R HED �� METAL EDGE GE — T -111 EXTERIOR PANELING PREMANUFACTURED ROOF SCISSOR TRUSSES PRE- FINISHED STEEL } / SIDING ' I fi WALL SHEATHING SIMPSON NTTIb 2 x 4 STUD WALL AT LENGTH 6" O.G. 10d AT 4 C O METAL DRIP EDGE F- ELEV 106 f B-0. FRAMING BEARING HEIGHT 24 GA. PRE-FINISHED _.. '.!: METAL MANUFACTURE T -III EXTERIOR II II i I II 3/4 "0 x 6" STEEL ANCHOR II II BOLTS - POST DRILL crud II II EPDXY IN PLACE J II !I 5/8" x S x 12 BASE PLATE ii (! I 1/4' x 3" PLATE WASHERS iJ UNDER OR ABOVE ALL LEVELING NUTS O COLUMN DETAIL © COLUMN SECTION ROOF SHEATHING 12 1' 0` 4 UNDERLAYMENT LENGTH 26 GA. PREFINISHED 2• ¢• METAL DRIP EDGE F- � . ' � =1 TYP. EDGE OF FOOTING i BEARING HEIGHT ELECTRIC SIMPSON N3 r ITEM MANUFACTURE T -III EXTERIOR ((2) 3/4" THRU m " Ws FOUNDATION WALL LINE KAY 1/5 x 10 1/2 H 10 GLUE LAM BEAM 1/4" THICK STEEL MST BRACKET 4')4 "x 3/16 STEEL COLUMN F NOTE= 10 FRAMED WALL W/ METAL S IDING 4" CONC SLAB REINFORCEMENT AT IB" O.C. EACH W/ H WAY. FOUNDATION WALL LINE EDGE OF FOOTING COLUMN BASE PLATE i - AND ANCHOR BOLTS CENTERLINE OF COLUMN BEYOND © COLUMN SECTION ROOF SHEATHING 12 COMPOSITION SHINGLES 4 UNDERLAYMENT LENGTH 26 GA. PREFINISHED p METAL DRIP EDGE F- 2 ELEV. 06' -6" 2 �_ BEARING HEIGHT ELECTRIC SIMPSON N3 r ITEM MANUFACTURE T -III EXTERIOR ((2) 3/4" THRU m " Ws PANELING KAY 1/5 x 10 1/2 H 10 GLUE LAM BEAM 1/4" THICK STEEL MST BRACKET 4')4 "x 3/16 STEEL COLUMN ELECTRICAL NOTES 1. RUN 3/4" CONDUIT UNDERGROUND WITH 2#12 THWN COPPER CONDUCTORS PLUS GROUND FROM EXISTING STORAGE BUILDING (LOAD IS 1100 WATTS -EIGHT LIGHTING FIXTURES AS SHOWN). USE PVC -40 WITH BURIAL DEPTH PER CODE REQUIREMENTS. USE IMC OR RIGID STEEL FOR EXPOSED RISER UP TO SWITCH. 2 INSTALL TIMER SWITCH (4 HOUR CYCLE, NO HOLD, AUTOMATIC SHUT -OFF , INTERMATIC #FF34H OR EQUAL BY PARAGON OR TORK) WITH WEATHERPROOF COVER ON COLUMN AT 48 INCHES TO TOP OF BOX. 3. CONNECT LIGHTING FIXTURES WITH SURFACE MOUNTED 1/2" EMT AND STEEL FITTINGS AND #12 THWN OR XHHW COPPER CONDUCTERS. 4. RECOMMENDED LIGHTING FIXTURES SHALL BE IMPACT RESISTANT, ENCLOSED, SURFACED MOUNTED FLUORESCENT WITH FOUR F032 T8 LAMPS, LOW TEMPERTURE ELECTRONIC BALLASTS, AND DAMP LOCATION LABEL, LITHONIA TDM232 -AR -120 OR EQUAL BY COLUMBIA, DAY - BRITS, OR METALUX. Q LAM BEAM (O CONTRACTOR'! SIMPSON U410 (TYPICAL) PLUMBING NOTES 1. RUN A 112" WATER LINE FROM THE DOMESTIC WATER LINE AT THE STORAGE BUILDING TO A LOCATION NEAR THE PAVILION BURY THE WATER LINE BELOW THE LOCAL FROST DEPTH. INSTALL STOP AND WASTE VALVE IN THE NEW LINE AT THE CONNECTION TO THE WATER SOURCE PIPE. 2. BURY A 24" ROUND X 5' LONG PRECAST CONCRETE PIPE SECTION, 36' INTO THE GROUND AT FOUNTAIN LOCATION. BURY A PRESSURE TREATED 4X4 WOOD POST IN CENTER OF CONCRETE PIPE, 2' -6" INTO UNDISTURBED EARTH. RISE WATER LINE UP NEXT TO WOOD POST AND SECURE TO POST WITH 2 OR 3 PIPE CLAMPS. ATTACH A COMBINATION DRINKING BUBBLER AND HOSE BIBB TO TOP OF PIPE AT APPROXIMATELY 40" ABOVE THE GRADE. FILL THE CONCRETE PIPE WITH 1 1/2" SIZE ROCKS. FOOTING SCHEDULE MARK DEPTH WIDTH LENGTH REINFORCEMENT LONGITUDINAL TRANSVERSE F- 2 4x4 STEEL 2 LIST. ELECTRIC EQUIPMENT r ITEM MANUFACTURE MODEL NO. NUMBER REQ'0. 8' WELDED FRAME TABLE KAY 8CJGA 18 ELEC. LEGEND: E== LIGHT FIXTURE T G.F.I. ELECTRICAL OUTLET L"1 SPEAKER 2 x 4 FRAMED OUTLOOKERS A O.C., TYP. EA. WA ROOF FRAMING PLAN -N - VI P TI -11 EXT SHEATHING ON CEILING WITH B "O.C. GROOVES LIGHT FIXTURES (TYP.) ELECTRICAL JUNCTION BOX (TYPICAL) SURFACE MOUNTED CONDUIT (TYPICAL) — TIMER SWITCH LOCATED ON COLUMN PRE- FINISHED METAL / FASCIA t SOFFIT PRE - FINISHED STEEL �4 SIDING 24 GA. PRE- FINISHED II METAL STRUCTURAL NOTES: 4" CON-. SLAB W/ THICKENED EDGE ELEV. 100-0" = _ FINISHED FLOOR - I I I I I I I I I o . o' O SECTION EXTEND STEEL COLUMN DOWN THRU WALL TO TOP OF FOOTING FOUNDATION WALL SHALL BE W THICK X 2' -0" HIGH W/ 2 #4 BARS TOP AND BOTTOM — FOOTING SHALL BE I' -0" DP, X I' -6" WIDE WITH 2 #4 BARS CONT- 1. TRUSSES TO BE DESIGNED FOR DL = 15 PSF SNOW = 35 PSF WIND = 20 PSF (NET) 1 ALL LUMBER TO BE D.F. #2 OR BETTER. 3. GLUE LAM BEAMS TO BE OF 22F - V4 (MIN,) AT SIMPLE SPANS AND OF 22F - VB MIN.) AT CONTINUOUS SPANS AND CANTILEVERS- 4. ROOF SHEATHING TO BE 5/8" (NOMINAL) WITH 40/20 SPAN RATING. WHERE SHEATHING IS LESS THAN FULL 4' x 8' SHEET PROVIDE BLOCKING AT ALL EDGES. 5. ROOF NAILING TO BE IOd AT 4" O.C. AT PANEL EDGES AND 12" O.C. AT FIELD NAILING. 6. WALL SHEATHING TO BE 1/2" (NOMINAL) WITH 24/0 SPAN RATING. PROVIDE BLOCKING AT ALL PANEL EDGES. 7. WALL NAILING TO BE 10d AT 4" O.C. AT PANEL EDGES AND 12" O.C. AT FIELD NAILING. 4" CONC. SLAB-- rFINISH GRADE © ELEVATION GLUE LAM. BEAM, TYP. 4X4 STEEL COLUMN 4" CONC. SLAB 12 PREMA_ --' ROOF TRUSSES O SECTION WRAP GLUE LAM W/ 24 GA. PRE- FINISHED METAL 1 -1L. S HINGLE TIDN SHINGLES 4x4 STEEL b ELECTRIC _ a F - I COLUMN v PANEL i F NOTE= 10 FRAMED WALL W/ METAL S IDING 4" CONC SLAB REINFORCEMENT AT IB" O.C. EACH W/ H WAY. i - � I B _ 10 MOUNT OUTLET AND CONDUIT TO COLUMN (TYPICAL) CONCRETE SLAB SAW CUT JOINTS t CAULK (TYP.) F -� DRINKING FOUNTAIN A WITH HOSE BIB - SEE PLUMBING NOTES t0 ROOF FRAMING PLAN -N - VI P TI -11 EXT SHEATHING ON CEILING WITH B "O.C. GROOVES LIGHT FIXTURES (TYP.) ELECTRICAL JUNCTION BOX (TYPICAL) SURFACE MOUNTED CONDUIT (TYPICAL) — TIMER SWITCH LOCATED ON COLUMN PRE- FINISHED METAL / FASCIA t SOFFIT PRE - FINISHED STEEL �4 SIDING 24 GA. PRE- FINISHED II METAL STRUCTURAL NOTES: 4" CON-. SLAB W/ THICKENED EDGE ELEV. 100-0" = _ FINISHED FLOOR - I I I I I I I I I o . o' O SECTION EXTEND STEEL COLUMN DOWN THRU WALL TO TOP OF FOOTING FOUNDATION WALL SHALL BE W THICK X 2' -0" HIGH W/ 2 #4 BARS TOP AND BOTTOM — FOOTING SHALL BE I' -0" DP, X I' -6" WIDE WITH 2 #4 BARS CONT- 1. TRUSSES TO BE DESIGNED FOR DL = 15 PSF SNOW = 35 PSF WIND = 20 PSF (NET) 1 ALL LUMBER TO BE D.F. #2 OR BETTER. 3. GLUE LAM BEAMS TO BE OF 22F - V4 (MIN,) AT SIMPLE SPANS AND OF 22F - VB MIN.) AT CONTINUOUS SPANS AND CANTILEVERS- 4. ROOF SHEATHING TO BE 5/8" (NOMINAL) WITH 40/20 SPAN RATING. WHERE SHEATHING IS LESS THAN FULL 4' x 8' SHEET PROVIDE BLOCKING AT ALL EDGES. 5. ROOF NAILING TO BE IOd AT 4" O.C. AT PANEL EDGES AND 12" O.C. AT FIELD NAILING. 6. WALL SHEATHING TO BE 1/2" (NOMINAL) WITH 24/0 SPAN RATING. PROVIDE BLOCKING AT ALL PANEL EDGES. 7. WALL NAILING TO BE 10d AT 4" O.C. AT PANEL EDGES AND 12" O.C. AT FIELD NAILING. 4" CONC. SLAB-- rFINISH GRADE © ELEVATION GLUE LAM. BEAM, TYP. 4X4 STEEL COLUMN 4" CONC. SLAB 12 PREMA_ --' ROOF TRUSSES O SECTION WRAP GLUE LAM W/ 24 GA. PRE- FINISHED METAL 1 -1L. S HINGLE TIDN SHINGLES 4x4 STEEL COLUMN ® ELEVATION IOq C `"i, Q. Q O ti v 2 P 3 6 DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOGATES � � ;. w LU F w Z DO U W° w Y m0 LU Q VJ Q j < m 2 W 00 o� w LU 0 W O C/� H O 0 U r x l } Q x a a vr�Ew H � a WO Project Number: _. ------------_-_.._._ - --- Plan Series: ' E- MANUFACTURED Property Number. ROOF TRUSSES lob e° , SHELTER I PICNIC EL. SHEL R - ._ ° - w _LL " " __w .a -- PLANS and --- ----- 4' CONC, - - ---- - -- DETAILS EL. 100' -0' SLAB FIN. FLOOR FOOTING AND FOUNDATION WALL Sheet: © SECTION G104 4 X 10 n n n LAM BEAM REFLECTED CEILING PLAN N 0 -0" x W -O'er CONCRETE SLAB FLOOR PLAN 1/8" _ 1' 0- NNN �y 38.00' 6' l / UPPER LEVt 'L CHAPEL SEAT mvd -- / LANDSCAPING 1 v FIELD VERIFY - -- — 25.00' CONCRETE APPROACH PER — _�LLYSIANII4BLJS(.LYP_ -) c N 0 35 20.00' r oar arc i I l r a' i� FLAG LOCATION 3 G G • " ° SHEETS FOR ANDSCAPIN I - 80.00 3259' — - - - -- M B 56.45' 1Z55' A R6.00' 10 1 �� -- R6.00' G10 TYP. 8 6' SIDrWAVK I r i i o I � I r� I I ; I a ( I I i 1 44 o - / 1.00' 8.00' 11.00' P' 70.00 i I J _ N STRIPING ASPHALT PARKING SEE DETAIL JIG103 ° o o TYP I or Y T k - I 10 - 10.00' F 10 0 56 I R0,, 00" I , I _ I t r 2 p 13' PN 580.b0 , �! U 0 LANDSCAPING f u LANDSCA l G 10 10 I�, I S00'16'05 E 130.55' , S0016'OS "E 659.70' _ I INFILL AND COMPACT I EXISTING DITCH (TYP.) p I SITE PLAN GENERAL NOTES VINYL FENCING & covc MOWSTRIP - TIPICAL 1 - - -N S CALE: 1' - 20' 0' CONTRACTOR SHALL OBTAIN PERMIT FROM CITY I PRIOR TO SUTTING ASPHALT IN CITY STREET. PROPERTY LINE 55 ! 1 I i I I ;I I I I i 4.5' CONIC. RAMP w SAWCUT ASPHALT AS RED"D FOR INSTALLAt' OF GAS LINE - REPA ROAD TO MATCH EXISTING 2' v I � A. LANDSCAPING L7 c> E B BASE ' ST F 11 0 0: I 60. DO' �n ---- - - - 60.00' I I , -_ — SATELLITE PAD ® GAS METER ' TRANSFORMER PAD I S CHILLER ENCLOSURE L I t0 A 4 40 STORAGE I ROOM N TYP 10 OF 4 DUMPSTER PAD U A U ti INFILL & COMPACT. EXISTING DITCH LEGEND —, —.— FENCE LINE PROPERTY LINE SIDEWALK e MOW STRIP AT LIGHT POLE BASE Q MOW STRIP AT H.C. PARKING SIGN Tom CONCRETE CURB & GUTTER 'O r�.� r� ,.I.. 0 X a 4 k 0 DATED ORIGINAL SIGNED BY SGOT T L NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES ♦ 6L w w Im Z In U W O W -D m a VJ ¢ 5 cr C13 F W 00 o � It w } O m F- F � �UQ s x a U C!) H H n � r W O F Project Number Plan serrea - Property Number. Sheet Tce: SITE PLAN - HORIZONTAL CONTROL Sheet: SD101 \, ® " G 24 1 ® ® ® � 10.24' G 4.5' CONIC. RAMP w SAWCUT ASPHALT AS RED"D FOR INSTALLAt' OF GAS LINE - REPA ROAD TO MATCH EXISTING 2' v I � A. LANDSCAPING L7 c> E B BASE ' ST F 11 0 0: I 60. DO' �n ---- - - - 60.00' I I , -_ — SATELLITE PAD ® GAS METER ' TRANSFORMER PAD I S CHILLER ENCLOSURE L I t0 A 4 40 STORAGE I ROOM N TYP 10 OF 4 DUMPSTER PAD U A U ti INFILL & COMPACT. EXISTING DITCH LEGEND —, —.— FENCE LINE PROPERTY LINE SIDEWALK e MOW STRIP AT LIGHT POLE BASE Q MOW STRIP AT H.C. PARKING SIGN Tom CONCRETE CURB & GUTTER 'O r�.� r� ,.I.. 0 X a 4 k 0 DATED ORIGINAL SIGNED BY SGOT T L NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES ♦ 6L w w Im Z In U W O W -D m a VJ ¢ 5 cr C13 F W 00 o � It w } O m F- F � �UQ s x a U C!) H H n � r W O F Project Number Plan serrea - Property Number. Sheet Tce: SITE PLAN - HORIZONTAL CONTROL Sheet: SD101 U ti INFILL & COMPACT. EXISTING DITCH LEGEND —, —.— FENCE LINE PROPERTY LINE SIDEWALK e MOW STRIP AT LIGHT POLE BASE Q MOW STRIP AT H.C. PARKING SIGN Tom CONCRETE CURB & GUTTER 'O r�.� r� ,.I.. 0 X a 4 k 0 DATED ORIGINAL SIGNED BY SGOT T L NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES ♦ 6L w w Im Z In U W O W -D m a VJ ¢ 5 cr C13 F W 00 o � It w } O m F- F � �UQ s x a U C!) H H n � r W O F Project Number Plan serrea - Property Number. Sheet Tce: SITE PLAN - HORIZONTAL CONTROL Sheet: SD101 # MARIAH A VE. - -- - - - -- -- -- - - - -- _ _ -. - - - -- - -- - - -- - -- -- -- -- -- - -- -- - 659.57 �Y�•^� — F— [ —[ —E —E E —E �f —f —E �[ F F —[ —[ —[ - -E 6 F F -i —F -6 T—E_ -- - - — F —E —E— ESE —E —E E —F_- — — — E MON STRIP LAYOUT(S) SEAL - 1 �o• =c•'- - -- - - -- — -------- - -N - -. ALL ELEVATIONS IN THIS SECTION ARE BASED ON SITE GRADE INFORMATION FINISHED GRADE � EXISTING GRADE CONCRETE FLOOR SLAB ELEV. 4857.0± I FINICHFn FI (1()R SITF FI PV 4RF9 50 (ARCH FI FV ino' - n . ) \-- EXCAVATE 10' -0" BEYOND BUILDING �- AND CANOPY FOOTINGS (TYPICAL) O TYPICAL FILL SECTION _ 3" ASPHALT CONCRETE CURB AND GUTTER 6" ROAD BASE SCOPE FINISH 18" COMPACTED �— - -- GRADE GRANULAR FILL _ -- -- ' N I � MIN ., IMPORTED o - IMPORTED FILL e © TYPICAL PARKING LOT SECTION SCALE: 3/8" = 1' -0"' BRING IN IMPORTED FILL - EXCAVATE DOWN TO ELEV. 4855.00 CONCRETE SIDEWALK EXISTING GRADE EXISTING UNDISTURBED SOIL SEE B /Gl04 FOR CONT. OF FILL { - - - - -- -s, �� CONCRETE APPROACH PER -CLTY-STANOARDS-(lM) - -- - -_-_- - - - - - - -- -- - - - - `� - -- - - - - v II N R6.0' Il / i W SAWCUT ASPHALT AS - j REOTJ FOR INSTALLA7 N c' OF GAS LINE - REPA -._... f ROAD TO MATCH -__- EXISTING Z I� LANDSCAPING t0 F I kL l y O 0 35 25.00' 20.00' - -__ roar o> c CONC. SIDEWALK- .__- - - -- v G10 4.5' CONC. -- SIDEWALK - RAMP - - - It T 0 0 0 rYPE TYP LANDSCAPING 28.24' 25.39' c 0 60.00' 124.91' qti— ----- --- - - --,t i ( ' I I w o I o I i i o � - SATELLI rE A PAD 40 GAS METER ' TRANSFORMER I PAD - - - CHILLER I� ENCLOSURE I L 10 A STORAGE ROOM N IYP. J 0 OF 4 DUMPSTER PAD J 0 ti. INFTLL & COMPACT EXISTING DITCH LEGEND —, —,— FENCE LINE PROPERTY LINE SIDEWALK e MOW STRIP AT LIGHT POLE BASE MOW STRIP AT H.C. PARKING SIGN Tom CONCRETE CURB & GUTTER N 10' EASEMENT 1 CLEAN UP EXISTING DEBRIS V ! I 5386' 1 1 1 � \ I I I ' 40.85' 1 1 v v I i � I I 39.42' i 1 O \ I i 1 26.67' I 1 I 1 1 VINYL FENCING AND CONCRETE MOW STRIP I I i 10.4' I W 1 2 /' 1 I 26.62" ! i ' 39.49' I I 1 I � f rn I ~ I W ' W i g W 1 ' 39.39 V 1 ICI Q � 1 v b O , 53.38' REMOVE N EXIS77NG �8 HEADGA TE VINYL FENCING & CONC SITE PLAN MowsTRIP - TYPICAL SCALE I' = 20' -0' N PROPERTY LINE n � n � RS CID 'b 0 1 GATED ORIGINAL., SIGNED BY SCOTT L- NIELSON ON F!LF AT NIELSON BODILY & ASSOCIATES 1 y I w W w cc Z U W° Ir Lu Y ra x a >� V,� Q j W 0 o K Ir - W it m C? x F FF �� 1 I s x a IL v (:n H H ~ a W � Project Number. Plen Sens: Property Number: sheet rnle: SITE PLAN - HORIZONTAL CONTROL Sheet: SD102 - - - CHILLER I� ENCLOSURE I L 10 A STORAGE ROOM N IYP. J 0 OF 4 DUMPSTER PAD J 0 ti. INFTLL & COMPACT EXISTING DITCH LEGEND —, —,— FENCE LINE PROPERTY LINE SIDEWALK e MOW STRIP AT LIGHT POLE BASE MOW STRIP AT H.C. PARKING SIGN Tom CONCRETE CURB & GUTTER N 10' EASEMENT 1 CLEAN UP EXISTING DEBRIS V ! I 5386' 1 1 1 � \ I I I ' 40.85' 1 1 v v I i � I I 39.42' i 1 O \ I i 1 26.67' I 1 I 1 1 VINYL FENCING AND CONCRETE MOW STRIP I I i 10.4' I W 1 2 /' 1 I 26.62" ! i ' 39.49' I I 1 I � f rn I ~ I W ' W i g W 1 ' 39.39 V 1 ICI Q � 1 v b O , 53.38' REMOVE N EXIS77NG �8 HEADGA TE VINYL FENCING & CONC SITE PLAN MowsTRIP - TYPICAL SCALE I' = 20' -0' N PROPERTY LINE n � n � RS CID 'b 0 1 GATED ORIGINAL., SIGNED BY SCOTT L- NIELSON ON F!LF AT NIELSON BODILY & ASSOCIATES 1 y I w W w cc Z U W° Ir Lu Y ra x a >� V,� Q j W 0 o K Ir - W it m C? x F FF �� 1 I s x a IL v (:n H H ~ a W � Project Number. Plen Sens: Property Number: sheet rnle: SITE PLAN - HORIZONTAL CONTROL Sheet: SD102 ------- --T - ------ 2'W LbTIE INTO EXIST. CATCH BASIN - 7 GRATE ELEV. 4855.00 EXIST. INVERT ELEV. 4852.50 MARIAH A VE NEW INVERT IN. ELEV. 4852.53 - - - - - - - - - - - ---- - --- - - ---- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - ---- BTM. OF BASIN ELEV. 4852.50 - - - - - - - - - - - - - - -- - - - - --- - - --- - - - - - - - - - - - - - - - - - 5'1 514E *K 5`� =Lj 10' EASEMENT -- --------- ------------------------- - - - - - - - - - - ----------- ----------- --------------- ----- -- - - - - -- -- - - -- ---------- - - - -- - - - CATCH BASIN INV 2' i _RT IN 1 -Al 160 FEET 0 12 I CH 0 §DR A 48 19 CATCH BASIN 4- ATE ELEV. 4857.00 c4 / ( / G�� ; �.--� Y, / C, BASIN I INVERT OUT ELEV. 4853.05 ELEV 4855.50 INVERT IN ELEV. 4853.15 �6 I RT OUT .60 BTM. OF BASIN ELEV. 4853.05 TO BASI RT IN 70 0 1 c� OOF 4 GRATE ELEV 7.00 INVERT ELEV 485150 DRAIN 853.50 TM. OF 4852.60 N ELEV. ' 4853.60 SIN ELEV. 4853,50 1 0 4- )f� A � M\ ` \ +I � � I Iti�l \ \\ !i � ��/ } // I ! i � / � �� II Ii (o i I Q'i, 4859, 'L-- /v -4 4 Qb 4 1 9 6 0, 0 1 A SCARING op I ! I I ' I I i I� I � \ �� I i I I l i i i 18 ! I i 1 \ -! � � / r�,, // i /f i 119 i I I � I P' h � rn I I II �i / } I C I I (�) �) I I _ � „ -I - - - � `Cl X I N � I I f/ \ � I / L� � 33 I �_ I 1 0 - /I 4 00 l� �: // � / '1 /1 l' :o � I { i I I s'Isro'w.akx f L� I I I �+ I I[ II o � 9 0 0 t 17 / ' 5! z o CD M�' CD OIL O II CD co l CATCH BASI GRATE ELEV. N 4857-00 i / r / lS � �L s1v ?�m``� ,��` �` R `` x� t -t '?'�$=ti ��L. �'�i I 1 I 35 INVERT OUT ELEV. 4854.50 U" BTM. OF BASIN ELEV. 4854.50 CD CD i - - - - - - - - - - - - ( T M'- IT "MA Z" K t L INDSCAPING 11D WA l � i i l � J ' / / � �` I � o I ; . ', ,2 a r � N is :'�"� `n. r "4Tr �. i f''�;��`v `� `'�'}`', i, e __...- -- -- -- - -- -- -- - � SAD 7ELLI -4 " J* d N"" 10 FORMER PA J- C , D - -- - ----- WALK CZ) , CD 'L CD - 4.5' CONG. ER CC) LD N LOSLIRE -LI cp t SIDEWALK - 00 - - ------- 0 SID WA Nb , co . k 0 RAMP 3.00 R OM GE % -y,"y i 1'-"q58 4 x Z DUMPSTAR 4 8 6 0 96.00 PAD vv ' 2. 03 ' 80.0 96.31' 76-38 BAST 116. 00' G EEL E, . 4857.50 IN T 0 U ELEV. 485 I Ii 58j- B O F 8 IN ELEV - _ 7 TliY7 / 7' T 4 do* B60-A � - I - - - - -- - - - - - - - - - - - - - - - - I 7 6F 12 - 1W - H T 9UR - - - Li4NOSCA `----------- - - - - -- 792 FEET - - - - - - - - - - - - - - FEET OF 12 INCH oR S 35 PIPE AT Z3 -SLQEE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L-DI- - U - - - - - - - - - - - -' - - - - - - V I th CATCH BASIN CATCH BASIN SOO' 5 659.70' "'� C H GRATE ELEV 858.40 GRATE EL 4858.40 E LEV. ( INVERT DO ELEV . 4854.25 INVERT OU ELEV. 4854.77 2. TEO TO CL INVERT O UT LEV. 4853. F X NJ r j INVERT IN EV. 4854.87 INVERT IN LEV. 4854.35 OF STORM PIPE (TIP.) -5 1 � � INVERT IN E . 4853.8 RIM - 4-91,8�O�, ROOF DRAI �NV. 4855.55 3TM. OF 8 IN ELEV. 4854.77 BTM. OF B N ELEV. 4854.2 BTM. OF BAS ELEV. 53,73� 1 N - SITE PLAN LEGEND 00 SCALES V 20'-0' EXISTING CONTOURS PROPER TY LINE 6 UN. FEET 0 12 0 8 --- 4860 STORM PIPE. .50 SLOPE (TIE INTO EXIST. ST M MANHOLE) 4 861 . 20 WALK I FINISHED GRADE SPOT ELEVATION 5; RIM ELEV. 4856.4 NEW INVERT IN E 4853.60 FIN. GRADE DRAINAGE /SLOPE 1. 16X BTM OF BASIN - T � E P, I `,j 4 (,,,4 (,1 N /85, )0 4860,00 FINISHED GRADE CONTOURS ,-1 - 8 I 4 0 9 t DATED ORIGINAL SIGNED BY SCOTT L. NIELSON AT NIELSON BODILY ASSOCIATES ON FILE Fh p .lam LIJ t5 F- z U) w q i co LLJ F- U) � co < 00 o W z 0 C) m W4 � WO Pmjod Number 0622E5 1153 PI- so.. Property Number 595-M5 Sheet Title SITE PLAN VERTICAL CONTROL Sh$W: SD201 -- -- ----- - - - - -- — 7"sss — ss ss� ss� � �S \ — S � I r 7 ' I 11 1, v M 116.00' LEGEND ---4860 — — EXISTING CONTOURS 4667.20 WALK + FINISHED GRADE SPOT ELEVATION � FIN. GRADE DRAINAGE /SLOPE 1.76$ -- 4860.0 FINISHED GRADE CONTOURS SITE PLAN SCALES 1' = 20' -0' i , I 1 �I I I I I I I 1 1 i ( I 11 I I I I I I I I I II I I I I I I I ' I I I I $a O ai DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES 8 � N W W Z co LU W Y Q 70 vJ � X m X tY j W O U m h F•LH A xU� a H � � W i i Pn>jed Number Plan Series: Proparty Numbx: Sheet Tide: SITE PLAN - VERTICAL CONTROL Sheet: SD202 7G TG TG sodded n TG je TG TG TG I A L A H L 7 sodded lawn A ��..J© DK V H H H E DK C DK E PV H H H PV M p C H E OK t E }© n :J H V' U C U 4 H J TG OO i I i + � q � !A1 F-11 ❑ O O DK topsoil K )acted K y g DK t g { TG O DK F F O O O V V S T e © @ O s ©OO G Y '+.r C aH H H C ©PO 361 G4 TG 3/G1 GS _ 100 /G _ � lawn 301G4 T-'- GS soddetl 6/G1 -r TG TG HI FP ©✓ Q F T / 1 T / / T TG J (D // NOTE: Install b: I / mulch 3" deep throughout all si. D and tree plantin 0 areas TG F I F / O / F ti.1 I / T DK ©' T K D /GS D � / F P / / / /� //""•"' G / / Earth bens, typ. Co, berm so that the top / /N ,Op / / and the remainder is granularfill. Contour above finish grades 2/G3 / / site grading plan t / DV / \ sodded -.— —. lawn O L A L A A L A H L 7 B� \./ 6 Y V y T T D S X t K + � q � !A1 topsoil K )acted K A va. is 1' -0" 1 on F V V S T e s T T 8 Y '+.r C T T ©PO 361 G4 C 1, sodded lawn 5 /G1 T� sodded lawn TG " Jolma IF�h7 _ ova TG soddep.lawn TG W TG GS T 1\ 2 GS I Z I T S 7 sodded GS C 8 T lawn T T T III W LU LLI Z U) U LLJV C) U.1 Q X W ~C) Y � �( o ♦♦//11 Q � v r , - W O IY LU j W 0 O y 30/G4 1 /G3 y S V S Y y M i 36/G2 4/G 0 M H H y 0 T y s Y Y S S M M 2/Gt 1 /G3 T V O 6 M lawred D 1 2 /G1 QT T / y T Y i Y 17 p If Y 1 Y T G Y Y G 7� O P © T�.:l 3 /G1 � .3 S 0 0 6IGi / I 66 /G2 sodded 30/G4 ` — m ] r , GS GS lawn 1/G3 f I M — z d Ur�H T7 Y I ~ O . . . . . . . . . . . , — � I � O © C I I sodded lawn P o - DV - " _ �G Id DK F X X X X X X X X X ( DO X X 0 X X DK PV PV R DK % X X X X X X X X X X X DO X X 0 X X X X X X X D X TG Project Number: 0622 -85 -1153 Plan Series: -- Property Number: 595 -9995 Sheet Title: LANDSCAPE PLANTING PLAN LANDSCAPE PLANTING PLAN SCALE: 1 "= 20' -V TG sodded) TG I TG ®� // - -_— E F P P N DV F \ P v � Tf R I ¢1 1 ro m ^. x I ^• m I O I I I I I sodded lawn I I I I YAS6 c OF 01 Sheet Weaver k Associates PA Landscape Architecture Land Planning L 1 0 1 1605 South Woodruff Avenue Idaho Falls, 10 83404 (208) 529 -9504 09- 21"x06 EXISTING SLOPE jw J h r 2:1 TRANSITION SLOPE FERTILIZER TABLETS 3 x ROOTBALL PLANT PIT WITH ANGLED SIDES G o PLANTING 3" MIN. MULCH WATER RETENTION BERM ROOT BALL AMENDED BACKFILL COMPACTED AMENDED BACKFILL y� = 3" MIN. MULCH � f ry SET TOP OF ROOT BALL FINISH GRADE — �. / 2" ABOVE FINISH GRADE AVERAGE SPREAD MAXIMUM SPREAD MINIMUM SPREAD TYPICAL MEASUREMENT FOR C PR TYPE PLANTS SCALE NOT AMENDED — k %1 —PLANT PIT WITH BACKFILL ANGLED SIDES FERTILIZER TABLETS UNDISTURBED SOIL ROOT BALL 2 x ROOTBALL i 5 i B SH PLANTING DETAIL SCALE NOT TYPICAL MEASUREMENT D FOR UPRIGHT TYPE NOT TO BOULDER PLACEMENT DETAIL E NOT TO SCALE 6' X 6" CONCRETE MOWSTRIP SOD BARK OR STONE MULCH 4 TIGHT BEVELED JOINTS AMENDED SOIL WEED BARRIER FABRIC (WHEN REQUIRED) Desian Criteria Climate Zone 4a ( USDA Plant Hardiness Zone) PLANT LIST Na Water availability Quanl Key Botanical Name Common Name Size Wind South-west prevailing Setbacweasements TREES Microdidem 4 EL Acer platanoides Columnam' Columnar Maple 2' B &B 10 AD Acer platanordes'Deborah' Deborah Maple 2" B &S 4 AS Acer platanoldes Summ mhade' Summershade Norway Maple 2" B &B 5 BIN Sa ula nigre'Heritage Heritage River Birch 2" B &B 8 FP Fmxinus americana'Autumn Purple' Autumn Purple White Ash 2" BBB 10 GS Gleddsia tnacanthos'Skyllne' Skyline Honeylocust 2" B &B 2 MU Malus'Spnng Snow' Spring Snow Fruitless Crab 2" B &B 2 PA Pima purge. Colorado Spruce "'24' B&B 2 IS Pima pungens'Iseli Fastigiate' Iseli Columnar Blue Spruce 5'-6' 24" B &S UNDISTURBED SOIL 25 DK Pinus anstata Bristlecone Pine 4'-5' B&B 9 DV Pinus f.'Fastigiata Glauca Vanderwoff Vanderwolf Limber Pine V-8'24" B &S 4 PI Pinus nigra Austrian Pine 6' -8' B&B 10 PV Prunus padus'Commutata' Mayday Tree 2" S&B 2 PU Pyrus useuriensis'Mountain Frost' Mountain Frost Ornamental Pear 2" B &B 31 TO Tilia cordata'Greenspire' Greenspire Linden 2" B &B SHRUBS 12 A Barbed. mentorensis Mentor Barberry 5 gal. 18 -24' 18 B Berbers thunbergi'Airopurpures' Red Leaf Japanese Barberry 5 gal. 18 -24" 37 C Berbers t.'Atropurpurea Nana' Crimson Pygmy Sam" 5 gal. 12 -18" 21 D Caryoptens clandonensis Blue Mist 5 gal. 12 -18" 30 E Caryopteris intone Sideboard 5 gal. 12 -18" 47 F Comus aW. , h ory Halo' Variegated Tatadan Dogwood 5 gal. 18-24" 28 G Cotoneaster di -l-tus Spreading Cotoneaster 5 gal. 18 -24" 60 H Euonymus alata'Compacla' Dwarf Winged Euonymus 5 gaL 18 -24" 8 I Euonymus fortunei'Emerald Gaiety Emerald Gaiety Euonymus 5 gal. 18 -24" 16 J Jumpers chmenais'Sea Green' Sea Green Juniper 5 gal. 18 -24" 10 K Juniperus honzontalis Blue Chip Blue Chip Juniper 5 gal. 18 -24" 5 L Junipems sabma Buffalo' Buffalo Juniper 5 gal. 18 -24" 12 M Mahonia aquifollum'Compac(a' Compact Oregon Grape 5 gal. 18 -24" 26 N Physocaryus opubfollus'Monlo' Monte Ninebark 5 gal. 18-24" 54 0 Potentina fruticosa'SuBers Gold' Suffers Gold Cinquefoil 5 gal. 12 -18" 72 P Potentille fruticosa'Kiondike' Klondike Cinquefoil 5 gal. 12 -18" 8 Q Prunus cistena Purple Sand Cherry 5 gal. 18 -24" 2 R Rosa'Chades Albanel' Charles Albanel Shrub Rose 5 gal. 12 -18" 29 S Rosa'Dwarf Pavement' Dwarf Pavement Shrub Rose 5 gal. 12-18' 69 T Spiraea bumalda'Anthony Waterer Anthony Waterer Spiraea 5 gal. 12 -18" 5 U Spiraea bumalda'Gold Flame' Gold Flame Spiraea 5 gal. 12 -18" 3 V Syringa'Tinkerbeile' Tinkerbelle Lilac 5 gal. 18 -24" 23 W Syringe vulgans'Pres Gravy' Pres Gravy Lilac 5 gal. 18 -24" 47 X Syringe vulgans'Sensation' Sensation Lilac 5 gal. 18 -24" 45 Y Taxus x -media Dark Green Spreader' Dark Green Spreading Yew 5 gal. 18 -24" 2 Z Taxus x- media'Hicksif Hicks Yew 5 gal. 18 -24" GROUNDCOVER 63 G1 Hemerocallis'Stella d'Om' Stella d'Oro Daylilly 404 G2 Lysimachia nummularia Creeping Jenny 16 G3 Pennisetum setaceum'Rubrum' Bronze Fountain Grass M.tlZ' 156 G4 Vince minor Dwarf Periwinkle LANDSCAPE BOULDERS: OBTAIN FROM KCA TRANSPORT, CACHE VALLEY, UTAH, ( 435) 881 -0128 TYPE'. SANDSTONE. COLOR: PREDOMINANTLY PURPLE, SIZES: 26 @ 3' DIA, 17 @ 4' DIA.8 @ 5' DIA BOULDER PLACEMENT DETAIL E NOT TO SCALE 6' X 6" CONCRETE MOWSTRIP SOD BARK OR STONE MULCH 4 TIGHT BEVELED JOINTS AMENDED SOIL WEED BARRIER FABRIC (WHEN REQUIRED) Desian Criteria Climate Zone 4a ( USDA Plant Hardiness Zone) Zoning ordinance Na Water availability 65 p.s.i. and 52 g.p.m. Sod type 38% Sand, 37% Silt, 25% Clay, Loam. Import not required Slopes Flat Slopes Wind South-west prevailing Setbacweasements No special easements Microdidem I None unique to site Soil ph 7.9 Lawn Area Percentage 64% Undeveloped property 4,476 SQ, FT. Imgation system Automatic CNA Information Total Site Area 332,665 SQ, FT. Shmbs)Grwridower 56,641 SO. FT. Lawn area 9!393 SQ. FT. Total Landscape Area 156,434 SQ. FT. Trees on site 93 (2) TREE TIES r TREE STAKES l.r 77 ,fi 8' -0" TREE STAKES— TREE DETAIL � 0 NCRETE TO SCALE MOW ST RIP SET TOP OF ROOT BALL 2" ABOVE FINISH GRADE TREE BASE PROTECTION 3" MIN. MULCH 2" MOUND /// AMENDED BACKFILL FERTILIZER TABLETS FINISH GRADE - SOD REMOVE TOP 1/3 II -z _ OF WIRE BASKETI_ II I, AND BURLAP l - 3 TIGHT BEVELED r -: ROUGHEN SIDES AND - JOINTS BOTTOM OF HOLE ROOT BALL AMENDED SOIL — — — — — — UNDISTURBED SOIL AUGER AN B" HOLE 6' DEEP --"'- OR THROUGH THE HARD PAN. 8" � L —PLANT PIT WITH CURB, MOW STRIP, OR SIDEWALK (BACKFILL WITH GRAVEL) 2 z ROOTBALL ANGLED SIDES AND SLOPED BOTTOM G SO NOT H o A SC EPLANTING AND STAKING l LANDSCAPE PLANTING PLAN SCALE 1'=20' -N 0" Weaver B Associates PA Landscape Architecture Land Planning 1605 South Woodruff Avenue Idaho Falls, ID 83404 (208) 529 -9504 G. `te zc� v s 0 N n W LL! w LIJ Z LU °o cc d cc LU Y °_ Q >° V) Q 44- 2 LU 00 O K — W 0 M � 0 W H Ux� 5 U Q s x w 6 U E F W 0 �K Sheet Title: LANDSCAPE PLANTING PLAN DETAILS PLANT LIST Sheet. L102 1" 1 -112" 1-1/4" 3/4" 1 -1/4" 1-114" 1 -1/4" 1" V 3/4" y - - - - -- -- - - - -� - - -1- 114_ - - - -� -- -------- - - - - -" 2" 2" 1 -114" 1 1' 3/4" 3f4° ♦ - - ♦ ♦ ♦ • - • / 3/4" 314" - ♦ - I I T 13 14" I � I • ♦ I Q 3/4° • 18 17 16 15 32 40 - 32 � I I 1 • I ( I I f • L I � 20 19 52 52 36 h 1 ♦ 3/4" 1" 1 -1/4" 1 -1/4" 314" o ------ - - - - -- t.t /4.. 1 -114" 2" - - -- 311. r' 3" 1 — — I — — '='' " 2" 314 3/4" 3— — \ verity location 2" I • ♦ - / \ i . -♦ ' �'� / / \ _ ♦♦ of point of connection • • f / / • / J .. � l 35 i r i• z2 / 1 3/4° / / 2" / 314" / ♦ / - 2" 2" 2" / / ♦ ♦ I I ♦ - 3(4" - • ♦' 3/4' / / �♦ • ` / r /♦ / / ♦ / 39"/ -11 3/4'1 ♦ '� /♦ ' % / -1 f i / 33 �♦ ♦ A ♦ ♦ ♦ ♦ ♦ 2" 3/4" • 1 ` 3/4' V o — — — — — — — — — — — — — — — — — — — — - - — — — — — 2" — — _ — — — — — — — — — — 3/4" 3/4' 314" 1" 1 -1/4" 314" 314" ♦♦ •I t � 24 25 26 MARIAN A VE. 314" 4" 1 -1/2" 1 -1/4" 1" 3/4" 1 -112" 3/4" 1-1/4' 1 -1/4" 1" — — — — — — — — — — — — — — — — � — — — — 2" 1 -1/4° 1" 1. ♦ ♦ 3/4" 1 -114" ♦ • 3/4" 314" ♦ lil - • ♦lit ♦ • 14 13 12 2s bs 35 34 50 32 i - / H 1 -i/4" 1 -112" 3/4" ■■ , Mal NOTE: Install valve boxes for control valves and quick coupler valves 12" away from walk or curb. Install mainlines and lateral line trenches no closer than 24" from walk or curb. J}�7' - - - - -- — --------- - - - - -- ------ _— % - - - -- T 3/4" 3!4" / _ \ I 314" ♦ ♦ • �. 3/4'• 3/4" i . \ \ I ♦ ♦ • • 1 ♦� ♦ ♦ ♦ ♦ ♦1 3/4" �.�/ ♦ ♦ - ♦ ♦ • ♦ \ �' 314" I . ♦ ♦ 3/4" 3/4" ♦ ♦ • ♦ ♦ - 3A 3/4" I I ♦ A A -11 ♦ 2" ♦ ♦ ♦ I ♦ ♦ • 3/4" ♦ ♦ 3/4" ♦ % / ♦ ♦ 314" ♦ 1 ♦♦ ♦ t i 1 -112" ♦ ♦ ♦ ♦ 3{4" / I !� - 1314 „ I ♦ • / // I ♦ ll ♦ • i / � I ♦ ♦ �.._ ♦ - - - 314” ♦ o /4" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- 1 -112" — — 3/4" 1" 1 -1/4" 1 -1/4" 314" as 28 � 29 33 2s n � 32 30 29 M e e 48 D 3/4" 114" 1" 1 -1/4 • — — a �\ 3/4" - I t -tf2" �1 1' z m M. 1" I 3/4" 1 I 314" 314" i 3/4" 1" 314° 1" I I 3!4" i I 3/4" 1- I ♦ ♦ ♦ — — — — — — — — — — — — — — — — — — — — — — — — — — — -- • ♦ • ♦ • ♦ ♦ ♦ ♦ ♦ ♦ • • • ♦ ♦ ♦ ♦ • ♦ 1^ ♦ ♦ ♦ ♦ ♦ • ♦ - ♦ ♦ ♦ ♦ • r 3/4° 314" SPRINKLER IRRIGATION PLAN lv� SCALE I"= 20'-0" t -114" 3(4" 1 -114" 314" 1 -112" 314" 3!4" 2" I I N y � z° L w LLJ f Z U LLI r' m Y �o Q a = C7 Q 4- F Of O Uj i LL M � 0 W O H � 314" I 1 -1/4" O un 'L 1 . a �x� A O rTi P 314" 1 -1/4" h I 2" // 314" I Sheet Title: SPRINKLER IRRIGATION PLAN EN 111 R .. Sheet. Weaver k Associates PA Landscape Architecture Land Planning V L 1 1605 South Woodruff Avenue Idaho Falls, ID 83404 (208) 529 -9504 09 -26 -06 POP UP SPRAY HEAD FINISH GRADE SCHEDULE - - -- - - - - -- 80 PVC NIPPLE 8" MIN. - - -- -- NOT TO EXCEED 45' ANGLE 1" MIN. - 3" MAX CURB, WALK OR MOW STRIP - 0O GRANULAR BASE PVC LATERAL LINE (3) STREET ELLS SPRAY HEAD NEXT n TO CURB OR WALK t1 NOT TO SCALE POP -UP SPRAY HEAD SCHEDULE 80 PVC - -- NIPPLES 8" MINIMUM NOT TO EXCEED 45' ANGLE PVC LATERAL LINE NOTES: DO NOT INSTALL HEADS CLOSER THAN 12" AWAY FROM BUILDING DO NOT INSTALL HEADS USING SIDE INLETS TOP OF HEAD FLUSH WITH FINISH GRADE (3) STREET ELLS C SPRAY HEAD ASSEMBLY �°� ro o w «i«aea - � r�aw�iax ss xa eu � suuxr p�n,*KV. s �- b ro smas om a. - r� � I hL \r� NOT TO SCALE NEW PAVEMENT SECTION EXISTING PAVEMENT ASPHALT - PATCH SAWCUT EXISTING SURFACE AND BASE PAVEMENT TO MATCH EXISTING ROUND VALVE BOX, BRASS SWIVEL WITH EXTENSIONS HOSE ELL VALVE COVER VALVE COUPLER KEY — TWO -PIECE BODY DESIGN QUICK COUPLING VALVE (2) GALVANIZED 3/4" — 90? TXT ELLS PEA GRAVEL (EXTEND UNDER BRICKS) SCH 40 PVC MAIN G SIDE VIEW FINISH GRADE (1) 3/4" GALVANIZED STEEL NIPPLE 2" LONG / (2) 3/4" GALVANIZED f /L STEEL NIPPLES ( (2) 3/4" GALVANIZED 90? TXT ELLS 45' (2) 3/4" GALVANIZED TOP V IEW -- - - - - -- STEEL NIPPLES. LENGTH AS QUICK N EED ED VALVE NOT TO SCALE X STOP VALVE WITH DRAIN: MUELLER MARK It ORISEAL, SIZE: 2" PEA GRAVEL Sheet TiOw Q BAOKFLOW PREVENTER: WATTS 909, OR EQ., RP, SIZE 2" VALVE SPRINKLER ® CONTROLLER: IRRITROL DIAL -36 -8 FINISH GRADE IRRIGATION Q RAIN SENSOR: IRRITROL RSF1000 AGGREGATE BASE BACKFILL PLAN ® CONTROL VALVE: RAINBIRD XCZ- 100 -COM DRIP CONTROL ZONE KIT CEMENT SAND SLURRY I� a CONTROL VALVE: RAINBIRD 150 FEB VALVE _ - r �. a 0 RAINBIRD AR VALVE KIT. INSTALL IN RAINBIRD SEB -6 VALVE BOX TRENCH WIDTH SHALL BE 'Lr OQ QUICK COUPLER VALVE: RAINBIRD, OR EQ, 33 -DRLC TRENCH WIDTH SHALL BE SLEEVE SIZE + 2" MINUMUM ® SPEARS 2" PVC BALL VALVE ISOLATION VALVE CAST IRON SLEEVE ASSEMBLY McDONALDS OR EQUAL - -- — MAINLINE: PVC SCHEDULE 40, SIZE 2•' AND 3" A. NOTED I - M 1 SLEEVE SIZE + 2" MINUMUM LATERAL LINE: PVC SCHEDULE 40 ------ — RAINBIRD LD -06 -12 LANDSCAPE DRIPLINE -.61 GPH EMITTERS Q 12" SPACING SLEEVE OR SLEEVES FOR LINES AND /OR WIRING HEAD SYMBOL LEGEND GPM REQUIREMENT KEY HEAD 90 ° 180 ° 270 ° 360 ° G RAINBIRD 1804 -15 0.81 1.65 2.50 3.30 O RAINBIRD 1804 -12 0.53 1.05 1.60 2.10 O RAINBIRD 1804 -10 0.39 0.79 1.12 1.57 0 RAINSIRD 1804 -15SST =1.21 GPM 15EST =0.61 GPM 9SST =1.73 GPM O RAINBIRD 5000 PLUS SERIES ROTOR 2.0 NOZ 4.0 NOZ 6.0 NOZ 8.0 NOZ (PROVIDE SEPERATE SLEEVE FOR CONTROLLER WIRE) NOTE: USE VARIABLE ARC SPRAY NOZZLES AS REQUIRED ♦ RAIN31RD XERI -BUG XBT -10, SEE DETAILS 1.0 GPH ♦ RAINBIRD XERI -BUG XBT -20, SEE DETAILS 2.0 GPH PIPE TRENCH DETAIL • RAINBIRD LD -06 -12 LANDSCAPE DRIPLINE -.61 GPH EMITTERS @ 12" SPACING BACKFLOW PREVENTER NE TREE LOOP, SEE DETAILS EXIST. PAVEMENT AREAS VALVE SYMBOL LEGEND H I VALVE NUMBER NOTE: GPM IS 52 AT 60 PSI s �� —TOTAL GPM NOT ROUND VALVE BOX, BRASS SWIVEL WITH EXTENSIONS HOSE ELL VALVE COVER VALVE COUPLER KEY — TWO -PIECE BODY DESIGN QUICK COUPLING VALVE (2) GALVANIZED 3/4" — 90? TXT ELLS PEA GRAVEL (EXTEND UNDER BRICKS) SCH 40 PVC MAIN G SIDE VIEW FINISH GRADE (1) 3/4" GALVANIZED STEEL NIPPLE 2" LONG / (2) 3/4" GALVANIZED f /L STEEL NIPPLES ( (2) 3/4" GALVANIZED 90? TXT ELLS 45' (2) 3/4" GALVANIZED TOP V IEW -- - - - - -- STEEL NIPPLES. LENGTH AS QUICK N EED ED VALVE NOT TO SCALE RECTANGULAR HEAVY DUTY PLASTIC VALVE BOX INVERTED SPOUT 3/4" GARDEN SCH. 40 PVC COUPLER VALVE AT VALVE BOX ONLY IF SCH. 80 PVC CALLED FOR ON "ACTION" PLAN UNIONS (2) FINISH GRADE 24" COILED WIRE SCH, 80 SS90 SCH 40 PV C LATERAL 12" VALVE BOX DEEP MIN. EXTENSION - AS REQUIRED 4" CLEARANCE BETWEEN GRAVEL AND SCH. 80 PVC / __,.' VALVE TT NIPPLE O - —24" COILED EXTRA WIRE PAVING BRICK (DIFFERENT COLOR) INSTALL COIL IN EACH VALVE BOX 6' DEEP PEA GRAVEL SUMP SCH. 40 PVC MAIN - ATTACH WIRE TO SIDE OF MAIN 18" DEEP MIN. LINE AT 10' -0" O.C. - o VALVE 3/4" AUTO VALVE SCH. 80 PVC TT NIPPLE SCH. 80 ST90 --� LEGEND SCH, 80 PVC TT NIPPLE 3/4" PRESSURE REGULATOR 3/4" SCH. 40 PVC SCH. 80 PVC - ACTION" UNION 3/4" CRUSHED GRAVEL. SUMP _ SCH. 40 SST TEE SCH. 80 ST90 -- {" - -- -- -➢ SCH. 80 TT90 W/ SCH. 80 PVC TT —Jj � =1 SCH. 80 TT NIPPLE TO NIPPLE 11 -r 16 MAIN LINE RECTANGULAR VALVE - —MAIN SUPPLY LINE BOX 3/4" FILTER ASSEMBLY - - - - -- -PVC BALL VALVE -� SCH. 80 PVC NIPPLE M N OT T P VALVE ASSEMBLY COMPACTED — SOIL PVC SCHEDULE 80 NIPPLE 8" LONG MIN. NOT TO EXCEED 45 DEG ANGLE - PVC LATERAL LINE FINISH GRADE ROTOR POP -UP SPRINKLER SCH 40 STREET ELLS SIDE VIEW -- (3) SCH 40 STREET ELLS N ROTOR POP UP HEAD 1" 314" — -_ — J -- 34 \ \�� _ �� ♦ • \ \ \ 314' �} \ \ \ ♦ \\ \ - -- It 314" I 1-114" \ \ \ \ \ I � I 1 -12" m > 2" i I I I I 9 314» � ill Ii 2" 1 III II e 2» I I ♦I 46 y ( I I♦ A A A A 1 \ \\ \ \ 1 1 I 7 I 3/a" 3/4" \\ \\ 314" I / 1" 1 -174» 2" \ ♦ I vz° \ \ 48 1 -1/4" 2" � I 1 I i ♦ LOCATE VALVE BOXES 3/4" t" I 12" AWAY FROM THE SHRUB 114" SIDE OF THE MOW STRIP / I ♦ It ♦ 314" 2" I I 1 -112" 1 1 52 I I 4 314" 52 3/4' I ♦ If I 2" I I 3ra° t -vz' sra" , -,ra• If 2" -' 314" 1 -112" I I r ! I 1 -114" 44 1 m l 2 .. I i t I • D ♦1 52 1 .. r I / 2 �� I ♦ I II z 314" 1 -1/4" i -112" / ♦I /- - - -- - /• / 1 / - 2" // 3/4" / / / • // / / f / 1 -- 3ra" -- — — - — — — ♦ _ � ' � � O - -_ — - - -- - - - -- - -- \ \ O ^1 T W L w LU F K Z � U L U Er W ~ 0 Y �o Q r = Q 2 W 00 `o tr j W O C0 F- O � � H o � x o x U a vc/j F- WO 0622 -85 -1153 , PEA GRAVEL Sheet TiOw LINEAR LOW DENSITY VALVE SPRINKLER AGGREGATE BASE FINISH GRADE IRRIGATION SPRINKLER IRRIGATION PLAN AGGREGATE BASE BACKFILL PLAN SCALE. 1"= 20' -0" - - - - - N CEMENT SAND SLURRY I� a _ - r �. a TRENCH WIDTH SHALL BE 'Lr t— PVC LATERAL LINE TRENCH WIDTH SHALL BE SLEEVE SIZE + 2" MINUMUM CAST IRON SLEEVE ASSEMBLY McDONALDS OR EQUAL f I - M 1 SLEEVE SIZE + 2" MINUMUM SLEEVE SIZE SHALL BE —t" STOP VALVE AS SLEEVE SIZE SHALL BE PIPE SIZE X 2 DRAIN t - - - - - -- PIPE SIZE X 2 IRRIGATION MAIN /LATERAL LINE -STOP VALVE 36' DEEP, MIN IRRIGATION MAIN /LATERAL LINE (PROVIDE SEPERATE (PROVIDE SEPERATE SLEEVE FOR CONTROLLER WIRE) 0 SLEEVE FOR CONTROLLER WIRE) LINE FROM CONNECTION MAINLINE TO MISC. PIPE TRENCH DETAIL MISC. PIPE TRENCH DETAIL BACKFLOW PREVENTER NE AREAS EXIST. PAVEMENT AREAS STOP VALVE WITH DRAIN H I NOT ALE LE RECTANGULAR HEAVY DUTY PLASTIC VALVE BOX INVERTED SPOUT 3/4" GARDEN SCH. 40 PVC COUPLER VALVE AT VALVE BOX ONLY IF SCH. 80 PVC CALLED FOR ON "ACTION" PLAN UNIONS (2) FINISH GRADE 24" COILED WIRE SCH, 80 SS90 SCH 40 PV C LATERAL 12" VALVE BOX DEEP MIN. EXTENSION - AS REQUIRED 4" CLEARANCE BETWEEN GRAVEL AND SCH. 80 PVC / __,.' VALVE TT NIPPLE O - —24" COILED EXTRA WIRE PAVING BRICK (DIFFERENT COLOR) INSTALL COIL IN EACH VALVE BOX 6' DEEP PEA GRAVEL SUMP SCH. 40 PVC MAIN - ATTACH WIRE TO SIDE OF MAIN 18" DEEP MIN. LINE AT 10' -0" O.C. - o VALVE 3/4" AUTO VALVE SCH. 80 PVC TT NIPPLE SCH. 80 ST90 --� LEGEND SCH, 80 PVC TT NIPPLE 3/4" PRESSURE REGULATOR 3/4" SCH. 40 PVC SCH. 80 PVC - ACTION" UNION 3/4" CRUSHED GRAVEL. SUMP _ SCH. 40 SST TEE SCH. 80 ST90 -- {" - -- -- -➢ SCH. 80 TT90 W/ SCH. 80 PVC TT —Jj � =1 SCH. 80 TT NIPPLE TO NIPPLE 11 -r 16 MAIN LINE RECTANGULAR VALVE - —MAIN SUPPLY LINE BOX 3/4" FILTER ASSEMBLY - - - - -- -PVC BALL VALVE -� SCH. 80 PVC NIPPLE M N OT T P VALVE ASSEMBLY COMPACTED — SOIL PVC SCHEDULE 80 NIPPLE 8" LONG MIN. NOT TO EXCEED 45 DEG ANGLE - PVC LATERAL LINE FINISH GRADE ROTOR POP -UP SPRINKLER SCH 40 STREET ELLS SIDE VIEW -- (3) SCH 40 STREET ELLS N ROTOR POP UP HEAD 1" 314" — -_ — J -- 34 \ \�� _ �� ♦ • \ \ \ 314' �} \ \ \ ♦ \\ \ - -- It 314" I 1-114" \ \ \ \ \ I � I 1 -12" m > 2" i I I I I 9 314» � ill Ii 2" 1 III II e 2» I I ♦I 46 y ( I I♦ A A A A 1 \ \\ \ \ 1 1 I 7 I 3/a" 3/4" \\ \\ 314" I / 1" 1 -174» 2" \ ♦ I vz° \ \ 48 1 -1/4" 2" � I 1 I i ♦ LOCATE VALVE BOXES 3/4" t" I 12" AWAY FROM THE SHRUB 114" SIDE OF THE MOW STRIP / I ♦ It ♦ 314" 2" I I 1 -112" 1 1 52 I I 4 314" 52 3/4' I ♦ If I 2" I I 3ra° t -vz' sra" , -,ra• If 2" -' 314" 1 -112" I I r ! I 1 -114" 44 1 m l 2 .. I i t I • D ♦1 52 1 .. r I / 2 �� I ♦ I II z 314" 1 -1/4" i -112" / ♦I /- - - -- - /• / 1 / - 2" // 3/4" / / / • // / / f / 1 -- 3ra" -- — — - — — — ♦ _ � ' � � O - -_ — - - -- - - - -- - -- \ \ O ^1 T W L w LU F K Z � U L U Er W ~ 0 Y �o Q r = Q 2 W 00 `o tr j W O C0 F- O � � H o � x o x U a vc/j F- WO 0622 -85 -1153 1 aF 01 e Sheet: Weaver k Associates PA Landscape Architecture Land Planning v V L 1 1605 South Woodruff Avenue Idaho Falls, ID 83404 (208) 529 -9504 09-26-06 FINISH GRADE FIRM SOIL IMMEDIATELY AROUND HEAD POP -UP SPRAY HEAD 90 DEG ELL BARBED 90 DEC STREET ELL INSERT FITTING k LINEAR LOW DENSITY POLYETHYLENE PIPE PVC LATERAL LINE 14" LONG MINIMUM 24" LONG MAXIMUM B A SPRAY HEAD � i � TYPE DINKI ' ROOT BALL I IETAFDA E MM h I 90 DRIP DATER SPACING) 4 OVEN 07070707 BALL �, W DEO M BARBED 04SENT 1 11 PYC im LATENAI. PVC LINE (1Y DEEP) ASRIC *IERE REg07ED). — n STAKE It GRDIRO AND COYFR 9M AR0.C11 (A10 F ' NOT TO SCALE DRIP EMITTER WITH FPT BASE — 1 f2" STRAIGSTRAIGHT BARBED FITTING MULCH LAYER . G / FINISH GRADE TOP SON. P A ACH ACH CORNER PEA GRAVEL Sheet TiOw LINEAR LOW DENSITY VALVE SPRINKLER POLYETHYLENE PIPE SCA IRRIGATION SPRINKLER IRRIGATION PLAN PLAN SCALE. 1"= 20' -0" - - - - - N DETAILS s LEGENDS 1 aF 01 e Sheet: Weaver k Associates PA Landscape Architecture Land Planning v V L 1 1605 South Woodruff Avenue Idaho Falls, ID 83404 (208) 529 -9504 09-26-06 FINISH GRADE FIRM SOIL IMMEDIATELY AROUND HEAD POP -UP SPRAY HEAD 90 DEG ELL BARBED 90 DEC STREET ELL INSERT FITTING k LINEAR LOW DENSITY POLYETHYLENE PIPE PVC LATERAL LINE 14" LONG MINIMUM 24" LONG MAXIMUM B A SPRAY HEAD � i � TYPE DINKI ' ROOT BALL I IETAFDA E MM h I 90 DRIP DATER SPACING) 4 OVEN 07070707 BALL �, W DEO M BARBED 04SENT 1 11 PYC im LATENAI. PVC LINE (1Y DEEP) ASRIC *IERE REg07ED). — n STAKE It GRDIRO AND COYFR 9M AR0.C11 (A10 F ' NOT TO SCALE DRIP EMITTER WITH FPT BASE — 1 f2" STRAIGSTRAIGHT BARBED FITTING MULCH LAYER . G / FINISH GRADE TOP SON. P A ACH ACH CORNER PEA GRAVEL LINEAR LOW DENSITY VALVE K POLYETHYLENE PIPE SCA PVC TEE 14' LONG MINIMUM 24' LONG MAXIMUM INSERT t— PVC LATERAL LINE FlLLLNBARM � � F_, I - M 1 NOT TO SCALE FINISH GRADE SPEARS PVC — ISOLATION VALVE Box j P A ACH ACH CORNER PEA GRAVEL I VALVE K SCA 2" GALVANIZED NIPPLE AND ELL (2) 3/4" GALVANIZED STEEL NIPPLES A .. B C.3 F D 0 r� V O �J D, D.6. W w LU Z D.6! °° I U LU W Y ~ 0 �o Q wQ D. = 6 (,) Q j m E',, 00 w `o x a a v coo F t w w x �D a F C/3 nws 0 Wo o vie 1 FLOOR PLAN GENERAL NOTES: 1. DIMENSIONS ARE FROM FINISH OF WALL UNLESS a NOTED OTHERWISE a 2 SEE SHEET 4106 FOR WALL TYPES. 3, PROVIDE SOLID BLOCKING IN WALLS AT AL, . DOOR STOPS, VISUAL DISPLAY BOARDS, TOILET COMPARTMENTS, LAVATORY SUPPORTS, CABINET SUPPORTS, AND AT ALL OTHER EQUIPMENT AND ACCESSORY LOCATIONS SEE DETAIL 4/A501_ 4. FOR VISUAL DISPLAY BOARDS SEE SHEET A601. 5. INSULATE CEILING ABOVE ROOMS 110, 111, 112, 11 3 , 114, 15, 12 122, 130, 131, 132, 140, 14 142, 1144, 146, 153, 154, 155, 156, 157, 158, 201, 202, 203, 204, 205, 206, 212, 213, 232, 240, 241, 242, 243, 244, AND 245 FOR SOUND CONTROL. 6, PROVIDE LAMINATED VAPOR RETARDER UNDER CONCRETE SLAB GRANULAR BASE. SEE DETAIL 12/A501 /--`\ L L OOR, PLAN X01 Z SEE MECHANICAL DRAWINGS FOR LOCATION OF LOW RETURN AIR DUCTS IN WALLS 8, SEE WALL TYPE PLANS FOR LOCATION OF MARKER BOARDS_ FLOOR PLAN KEY NOTES ,.-D 1_ LINE OF OPENING ABOVE_ 2_ LINE OF ROOF CANOPY ABOVE_ 3. HYMN BOOK CABINET SEE 1l /A401. 4_ FIRE EXTINGUISHER CABINET SEE 5/A501 5. ELECTRIC WATER COOLER SEE DETAIL 13/4501_ 6. ACOUSTICAL WALL PANEL SEE DETAIL 14/A5OI. 7, ROD AND SHELF, 8- COAT RACK SEE 15 9- DIMMER, PANEL SEE 16/A501 10. CONCRETE APRON SEE 13/A503. 11_ VOLLEYBALL FLOOR PLATE AND SLEEVE SEE 9 /A501. 12_ BASKETBALL STANDARD SEE DETAIL 13/A502 11 METAL THRESHOLD SEE: 10/A501 14 A/V SCREEN SEE REFLETED CEILING PLAN FOR LOCATION SEE ELECTRICAL_ FOR POWER Q � E.6 E.8 t - I � m � U x a a v coo F w x �D a F C/3 nws Wo - z - O. ❑ w N, ? N U , O Project Number Plan Series: _ Property Number: Sheet Title: LOWER LEVEL FLOOR PLAN 15. 3' -0' W. x 4' -0" H. FIRE RATED ACCESS DOOR SEE 10/A502 16. AUTOMATIC DOOR OPENER 17, ACCESS DOOR SEE 7/A502 8' -6 ABOVE FINISH FLOOR TO B.C. DOOR 18_ ADJUSTABiF SHELVES SEE 5/A401_ Sheet. 19_ SAFTEY WAINSCOT PANEL SEE 14/A502. A l 0 1 20, FIRE EXTINGUSHER CABINET 20/A501 2 30 4 2 . .5 A303 3 4 5 A302 6 M2 7 A 301 8 A 83 9 A301 10 11 230 -4' 4'-0" J3' ' " -4 �Y-4 � 4-()' 38'-4" 24'-8" 3' 4" ' 4 12'-3' 12'-8" 8'-8' 0� 7'-3" 6,_I_ " " ` ' " � 0 S-4 3'-4 7 8 S-4 3 -4 12 1 " 12' 4' " -8 11 4 4 �Cj 1 54'- 1" ' 11 " ' -011 -4 31- 9' � ' 6 ' 6' . 11 1 IT-1 r -4' 15-8 W 8 .1 --\ " Y-4' C-8 C-1 23'-0' -1 4'-8' -0 4'--4 8'-8" 18' 8' 8" 1 �, 4" 4* 1 -0 A 7" 6'- 10", 11 -4" 3'-4' �Y -0 " 32' 5' _-4" -0" 4' �S-4 " 4' - 4 -4 6 A B C C.2j - -, D 10.2 D3 SToF [�Ec � 2'- 1 1 TOIL F2 - 2] A+403 Opp. (D� 2 1 3'-4 w A �13 C.3: D.2' (IDA , 51 :4 C LERK C LERK V9 2 .1 11 - i0" A/A401� 7" OFF C - 1 -5\ F2 =() 4 I v 11 5� 12, 401 OOM R, R, 292J 11 7'- 11 14 5 " - -1 OFFICE 7 F2 - .11 SO EOIFIFP(q� x SO" 2541 STAIR 4 F45 "y OPEN TO BELOW 9' -1 1 )D[' B ALCONY 12501 C-1 ROOM CO ROOM 2=0 9 2�1 F2-1-1� 2 5' 0 6 ) / 2 <D Y 22' - 8" �2 Of , I 7'- 4 I -EN TO BELOW CORRIDOR�� 208 (E7 ROOM AS F2 C/A40 T-7Y2" 211 CD 11�1 ASO7 cV7"'` 8'-4"_ 7Y 5 (D 5 4)/4' STA STOR v EFkl- ROOM 2 1=4 �13 1 93/, -4 -1 I GN CD ROOM -4 Z� 8'-4" t J 1 "24'-`ij�-, . ( 9 -0 BELOW O ro L4'-2y4t 5' 8Y2 I 1 L /L - ,0R'R`IDOR` IR : ; : 4�Va OATS ;��C �E 2 1=7 (D to 8' 0" =2-1 3T 17 36'- M )THEIRS T77771 IT 5'-4Y2' r11Y2 7" 0 W W w �04 D.8' E.7 F J "T � A 1-- 111 ml 1 0 v A401 'I �' 4 8/A451 A �r 4 M 7 ) / 2 4 6Y CNTR 4=9 1,4401 OPEN TO BELOW 7 -8" 28'-4" 5�-4' 7'-8� 12 -1 J i 6 /4 J 5'- 3" STAIR FOYER 1) 2 -0/1/411 9'- 8y _23/,. -5� J - 1 IJ 2 3 2: CIi APEL -22-2� R ROSTRUM 2=2 3 04 I Dij E E.6 E.8,1 " UJ ILL! -t .0 Ui C 0 to 3: Of U) < Z) w In < x 2 w 00 1 6 z 0 C) co - - b2 v P C-OR DQR F2 8] 8'- 3y2 ---_4'-4y2- -)/2- 4 1 1 71 ROOM 247 4,P OFFICE CUST F2 6] 1. Q) -2y 2% 5' 2" 11" OA T%! o, o STOR F25(5] 5 - 4" OPEN TO ELOW 1 Qy, 4 SAC-�REP F2 I 7'-3)/2" Z� ME CORRID P09 10 4 ROOM F2 2 8� r-4 "5, COT', Z�l 5 A54)2 rC�� 41`R-�E rE TO R 1 � ROOM F2 2 1� C14 F- z '6 :1 U Q U 3- F- 5Y4 OE PEN TO CORRIDOR E2LB� TOR [2- (D7 77 UFp V s �4 240 239 BELOW 0, ROOM ROOM ?33 B/A403 AA OI A305 22'-1� 8 1 10'-4)/2" -.7 /J Y� --loy - V ' q 10 - 1 I , , 23'_0 F9 7 !1 [F2 6 v '1 q) ETAIR E G G 5 AG 23=4 (D 0 H H E V� Z , �2 0 4'- 0' 4 6'-8 _,Y- 11 - ��S- 4" 6' 3 7' 4" '�4'-O L3,- 43. - 5-0 5'--0 4 . i 4 4 1 7 1 LIP '-7' 4' 31'- 3" 4" 1-4' 24 7'- 3' C-1 4' - 8" 1 1 1'-4" 1'- 4' -0 . , -4" 4 38'- 4' 12 - 3' 1 2' 54'-l" 10'-8" 23-0 32'-G' .,3 230'-4" Project Number: Plan Senes 1 2 3 4 4.8 5 6 7 8 9 10 11 Property rty Number A305 6 �ITQ PIP.E.R. FLOOR PLAN 5 ELECTRIC WATER COOLER SEE DETAIL 13/A501 11, VOLLEYBALL FLOOR PLATE AND SLEEVE SEE 15 3'-0' W. x 4'-0" IT FIRE RATED ACCESS FLOOR PLAN KEY NOTES:�' 9 Z11 DOOR SE 10/A502 6. ACOUSTICAL WALL PANEL SEE DETAIL 14/A501. 1, LINE OF OPENING ABOVE. 12. BASKETBALL STANDARD SEE DETAIL I 3/A502, 16, AUTOMATIC DOOR OPENER FLOOR PLAN GENERAL 3. PROVIDE SOLID BLOCKING IN WALLS AT ALL S. INSUIATt CEILING ABOVE ROOMS 110, 111, 112, 7, SEE MECHANICAL DRAWINGS FOR LOCATION 2. LINE OF ROOF CANOPY ABOVE. 7 ROD AND SHELF. DOOR STOPS, VISUAL DISPLAY BOARDS, TOILET 113, 114, 115, 121, 122, 130, 131, 132, 140, OF LOW RETURN AIR DUCTS IN WALLS 13. METAL THRESHOLD SEE 10/A501 17. ACCESS DOOR SEE 7/A502 8'-6" ABOVE NOTES: COMPARTMENTS, LAVATORY SUPPORTS, CABINET 141, 142, 144, 146, 153, 154, 155, 156, 157, 0 T 8 COAT RACK SEE 15/A501 FINISH FLOOR B.O. DOOR SUPPORTS, AND AT ALL, OTHER EQUIPMENT AND 158, 201, 202, 203, 204, 205, 206, 212, 213, 8. SEE WALL TYPE PLANS FOR LOCATION OF 'L HYMN BOOK CABINET SEE II/A401 14. A SCREEN SEE REFLETED CEILING PLAN . u- 1. DIMENSIONS ARE FROM FINISH OF WALL UNLESS ACCESSORY LOCATIONS SEE DETAIL 4/A501. 232, 240, 241, 242, 243, 244, AND 245 FOR MARKER BOARDS 9 DIMMER, PANEL SEE 15/A501 FOR LOCATION SEE ELECTRICAL FOR POWER 18, ADJUSTABLE SHELVES SEE 5/A401, NOTED OTHERWISE SOUND CONTROL 4. FIRE EXTINGUISHER CABINET SEE 5/A501. Sheet - Fide U PPER LEVEL FLOOR PLAN Sheet 4, FOR VISUAL DISPLAY BOARDS SEE SHEET A601. 10, CONCRETE APRON SEE 13/A503� 19. SAFTEY WAINSCOT PANEL SEE 14/A�02 2, SEE SHEET A106 FOR WALL TYPES, 6� PROVIDE LAMINATED VAPOR RETARDER UNDER CONCRETE SLAB GRANULAR BASE. SEE DETAIL 12/A501 20. FIRE EXTINGUSHER CABINET 20/A501 Al 02 1 2 2.4 12.5 3 4 i 4.8 5 6 7 8 8.3 0 ' 29'-4" 12'- 2' -4" 54' -4" 10 -8 23'-0" 32• 0" 4'-0" D A303 A702 A302 A30t A301 A A B 4 u, F B 12'-3" 4'- 0 5' -5" 43 /8 " MECHANICAL F3o 1 o ASF T - 0 ' _tt" . 4' 5'-0' 15 -6 " C C.2 '2 A8 'A AB F A 01 3 /4" D 4 D �31 MECHANICAL A8 F 305 3�_ 5 Y2 MECHANI( AL S311 F30 3 ] D.2 A501 A5' A 1 D, 3 L/ DOE R DA - Ti 5 LADDER (9 5 1 03 '0 r 0.5 D.7 _D.6 D.8 E A8 7 , A8 V-91 Ni 9 ' -,3 y4" 10, E It E A8 24'-6)/ 4'- 2 - 13 4 ' A 1 01 1-3 3FO 51-51, 10-9" 4" A8 W E.7 It E.6 E.8 F 5 -C -To MECHANICAL F- ABF A8F \ A395 S31 BOILER Ll — 17 F3_0),_31 G G H ------- - ------ ------------ 1 -7 - ----- H 4'-0" 38'-4' 12'-3' 12'-8" 9" - 4" 54'-4" 17' -0 23'-0" 32 0 " 4* - MECHANICAL ACCESS PLAN 1 2 < 3 4 4.8 6 7 8 8.3 "q 10 1 11 1 FLOOR PLAN GENERAL 3. PROVIDE FLOOR PLAN KEY NOTES2 5. ELECTRIC WATER COOLER SEE DETAIL 13/A501, 11. VOLLEYBALL FLOOR PLATE AND SLEEVE SEE 15- 3' -0' k x 4'-0" H FIRE RATED ACCESS SOLID BLOCKING IN WALLS AT ALL 5. INSULATE CEILING ABOVE ROOMS 110, 111, 112, 7. SEE MECHANICAL DRAWINGS FOR LOCATION 9/A501. DOOR SEE 10/A502 NOTES: DOOR STOPS, VISUAL DISPLAY BOARDS, TOILET 113, 114, 115, 121, 122, 130, 131, 132, 140, OF LOW RETURN AIR DUCTS IN WAILS 1, LINE OF OPENING ABOVE 6. ACOUSTICAL WALL PANEL SEE DETAIL 14/A501. COMPARTMENTS, LAVATORY SUPPORTS, CABINET 141, 142, 144, 146, 153, 154, 155, 156, 157, 12. BASKETBALL STANDARD SEE DETAIL 13 16. AUTOMAT!C DOOR OPENER 1. DIMENSIONS ARE FROM FINISH OF WALL UNLESS SUPPORTS, AND AT ALL OTHER EQUIPMENT AND 158, 201, 202, 203, 204, 205, 206, 212, 213, & SEE WALL TYPE PLANS FOR LOCATION OF 2, LINE OF ROOF CANOPY ABOVE. 7. ROD AND SHELF. NOTED OTHERWISE ACCESSORY LOCATIONS SEE DETAIL 4/A501. 232, 240, 241, 242, 243, 244, AND 245 FOR MARKER BOARDS, 13, METAL THRESHOLD SEE 10/A501 17. ACCESS DOOR SEE 7/A502 8'-6" ABOVE AL FOR VISUAL DISPLAY BOARDS SEE SHEET A601 SOUND CONTROL 3. HYMN BOOK CABINET SEE II/A401, COAT RACK SEE 15/,A501� FINISH FLOOR TO B.O. DOOR. 2. SEE SHEET A106 FOR WALL TYPES. 6, PROVIDE LAMINATED VAPOR RETARDER UNDER 9. DIMMER, PANEL SEE 16/A501 14 A/V SCREEN SEE REFLETED CEILING PLAN CONCRETE SLAB GRANULAR BASE. SEE DETAIL 4. FIRE EXTINGUISHER CABINET SEE 5/A501, FOR LOCATION SEE ELECTRIC TRIC AL FOR POWER 1 8. ADJUSTABLE SHELVES SEE 5/A401. 12/A501 10. CONCRETE APRON SEE 13/A503. 19. SAFTEY WAINSCOT PANEL SEE 14/A502. 20. FIRE EXTINGUISHER CABINET 20/A501 r ­4 e3 j CA OFICl JA[ 0, 1A i - ld W UJ w Z U ir W ~ 0 < uj F_ 0 U) In < x 2 ul 00 15 UJ z 0 Z 0 f (L U WO �2 Project Number. Plan Series: Property Number Sheet nt'l MECHANICAL ACCESS PLAN Sheet Al 03 0 ' i - ld W UJ w Z U ir W ~ 0 < uj F_ 0 U) In < x 2 ul 00 15 UJ z 0 Z 0 f (L U WO �2 Project Number. Plan Series: Property Number Sheet nt'l MECHANICAL ACCESS PLAN Sheet Al 03 i Z 1U �egaJ 4 ¢ , L S37_ . o S66S } o � 9 S86S I �� ARKER BOARD 5 "b � a S66$ - MARKER BOARD ° , MARKER BOARD p w ^k m a 1 10 1/2" y S37 5 -0 5/4 �_ % 5 -2 1/2 a S66S S69 9 4 B 1 4 oA D - x S66S N _ -- MARKER BOARD 2 -7 1/4* I S ' ' 37 e © — ` " — tom A cn yy 4'-- 51/4 " R Q` "4 . - _M -1 6 j AR � R�I,4ARKER BOARD u MARKE BOARD Lj* �� �' � �� MARKER BOARD CE MARKER BOARD C v'i � � � � j � S66S � � S-7 11�� � S37 a S37 s o 6 -0 S �. �sIARKER f 66S BOARD r _ - -- 48 I BOARD m 8F ; 0 ! lui t Y o o $66 L, — $37 �",,. " 0: 36 G$:y MARKER BOARD S66S .., 3 41 S66 ' S3$ S39 I A8 �) n S69 ' �) pj - S36 - 1 �ieL n� -n S31 I I I o 0 I-- - - S38 3� 6 ' k I` AB S37 - 4 37_� i o M g AS S37 m ti u i_S37 r' M C� F 3 — -- -- D, S 37S le S31 S W AS �= _S37S 4 I w _S37S_ 0' �+ SF W 3 o uj - S7 ! S37S I , [, _ LV v �- I� - -- S37 0 S37S o 1 - <� S37 I . >- _ - -- - - _.,_' � s (D Q + Q c7 A8 mw S37 ---gym S37 s97 �; r �� - _ �1. - � M J S67S - -s w �� - S3J� z % Q % �- 1 k i s ' T I _536 6: ( m S36 _ 5665 I AS L a MARKER BOARD I ✓� _S_ a - -+r S66S A8 } TN L• 1 - ._N , -.�I I '.,,,, ¢i w , l 411 `n. -� r -- d S37 1 M _ S66S l 97S �, AB - - A8 4 _ A8 AB , �� �S62S 537 w FBI - -- __ -.._ - - - --- — - - z -- p ' o 0 S62S m 4 Q MARKER BOAR o m - - -� M� 2! �37- A8F A8 U w 46- o _ _ S66S - _ "' - S6 MARKER BOARD A 1 �--fi __r�"j i � J N s = 1 v ; ' 4 ! �•. { S69 S37S a . r O S66S'`? s MARKER BOARD ' ` � I S ° '7 - - - ' S37 S x w a Q _I yj al w < -q J' I 0 0 a Project Number . w r z WALL TYPES MAIN FLOOR PLAN Plan Se es: ' Property Number - -- - -- N o sheet Tine: WALL TYPES MAIN LEVEL FLOOR PLAN o AND DISPLAY o BOARD LOCATIONS a M O heat: O A104 N 2.4 j I\2.5 1 } �"Z MARKER ARD a 1'a° 7 ti S6 S67S S37 I � .Q j k 37S A8F I II o $665 'mow I I � ��, S67S a MARKER BOARD 3 _7 1 l 4 " /� 1� S37 S37Sj � n } X37 " ` ARK ER BOARD CE MAR ER BOARD f �7[ t9 �ARKER BOARD _ : � 71 2 w 13 71 2" w 6S A 8 BF Ia0 Ikn Y m (Ym b N I I t0 N N S39S - A8t� N ^ - N S df \ f E ' [ S 5375 � \ I I � I � S36 I ' P in (� A8 ap M - d N S39 t S_3 S39 rn h, �� S38 S38 L - k �I � 1 '`�j S36 S39 _ - `AI � a — � � — '• G 1 SM4 ` I n A8 � � �I If Q I � W w D.3 r 537 - A8 S38 ( z v W . - - — -- _ , - o ij h j D7 S37 / I A � _ Y o 0 J S39 ( slim fI S � Q ¢° ti (I a 38 Q �'r h ¢ x ul = / I ` I I -_ �, �L I , co w o I S67 MI Q S37 {I �� m O N A8 AN - - I A I S37 _ S6 � i II n ; I ' I — r_= o S39 S37 A8 'MI Y 66S S37 9 �.: I a i v g 566 m g m l� _ { 37 J S 65S I A8 , � AB _S62 S39 I I w a S37 2'-7 AS J6G Q -._ S66 ARKER BOARD . - _._ _ �. MARKER BOARD I N I N 7 I ABF 37 BO A 1/z" Q� _ / , S37 3 A8F �I r. MARKER BO A RD _ -� (- `o �:tiJt - - - - = - -- - % 53,6 -- 1 '. a 1 - y� in cn w v - `� i1 Illx a.g f n 7- 101/2' r ;� 531 1 Ij S j I. -T < F Iii (1 1 w h - W O h S36 S`31 ° �{: Ws 7 I m S66S S66S S6 RKER BOARD S31 I� S31 o i N -_ s N r l ---- -- -- , t t T ° U W O a WALL TYPES UPPER FLOOR PLAN Project Number Plan Series: w w U Property Number - -- - Y a N Sheet Title: WALL TYPES UPPER LEVEL FLOOR PLAN AND DISPLAY g BOARD LOCATIONS a Sheet: Al 05 MASONRY WALL TYPES ±4y8" FIRE RATING 1 HOUR FIRE TEST UL 0419 (NON - BEARING) HEIGHT TO DECK ABOVE A x -- EXTERIOR FACE 5/8" TYPE 'X' GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH - -- STRUCTURE 2X4 WOOD STUDS @ 16" O.C. - I NTERIOR FACE 5/8" TYPE 'X' GYPSUM BOARD SEE FINISH i I SCHEDULE FOR MATERIAL FINISH j I NSULATION : 2" SOUND ATTENUATION BLANKET WHERE NOTED THUS W31S EXTERIOR INTERIOR SHOWN 5" NOMINAL ON FLOOR PL/ F FIRE RATING NONE A8 t75/8,f FIRE TEST NONE f95� HEIGHT SEE BLDG & WALL - SECTIONS @ 16" O.C. - -- STRUCTURE 8" ATLAS (NOMINAL) GYPSUM BOARD SEE FINISH F EXTERIOR FACE 5/8" TYPE 'X' FIRE RATING NONE A8 f95� FIRE TEST NONE - l @ 16" O.C. _ HEIGHT SEE BLDG & WALL GYPSUM BOARD SEE FINISH SECTIONS SCHEDULE FOR MATERIAL FINISH - - EXTERIOR FACE NONE STRUCTURE 8" ATLAS (NOMINAL) EXTERI d INTERIOR SHOWN 5 ' NOMINAL ON FLOOR P SEE FINISH SCHEDULE FOR FIRE RATING RATING NONE -- MATERIAL FINISH I NTERIOR FACE 2" RIGID INSULATION __ T HEIGHT TO DECK ABOVE - EXTERIOR FACE 5/8" GYPSUM 5975 +10y" SHOWN 10" NOMINAL ON FLOO P rl E MATERIAL FINISH FIRE RATING NONE A8F FIRE TEST NONE BOARD SEE FINISH SCHEDULE FOR I NTERIOR FACE 5/8" GYPSUM HEIGHT SEE BLDG & WALL BOARD SEE FINISH SCHEDULE FOR SECTIONS INSULATION 2" SOUND ATTENUATION - STRUCTURE 8" ATLAS (NOMINAL) BLANKET WHERE NOTED THUS S36S -- -- SEE FINISH SCHEDULE FOR �' � t4�" - IN NONE FIRE RATING NONE MATERIAL FINISH FIRE TEST NONE S39 - 2° RIGID INSULATION /4 EXTERIOR FACE 5/8" GYPSUM 3 5/8" STEEL STUDS @ 16° O.C_ BOARD SEE FINISH SCHEDULE FOR I NTERIOR FACE 5/8" GYPSUM STRUCTURE 3 5/8" STEEL STUDS BOARD SEE FINISH SCHEDULE FOR @ 16 O.C. - EXTERIOR FACE NONE MATERIAL FINISH BOARD SEE FINISH SCHEDULE FOR - BATT INSULATION cunwei n ninrunini nni nnno n STEEL STUD WALL TYPES —'L 1 1 4 �„ FIRE RATING 1 HOUR P`�- S3 1 f- � FIRE TEST UL U419 (NON- BEARING) S66S HEIGHT TO DECK ABOVE - - EXTERIOR FACE 5/8" TYPE 'X' t4 1 GYPSUM BOARD SEE FINISH * SCHEDULE FOR MATERIAL FINISH - STRUCTURE 3 5/8" STEEL STUDS @ 16" O.C. _ INTERIOR FACE 5/8" TYPE 'X' GYPSUM BOARD SEE FINISH C SCHEDULE FOR MATERIAL FINISH - - EXTERIOR FACE NONE HOMASITE EXTERI d INTERIOR SHOWN 5 ' NOMINAL ON FLOOR P 4� FIRE RATING RATING NONE S36 1! y FIRE TEST NONE __ T HEIGHT TO DECK ABOVE - EXTERIOR FACE 5/8" GYPSUM 5975 +10y" BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH �f7y STRUCTURE 3 5/8" STEEL STUDS @ 16" O.C. BOARD SEE FINISH SCHEDULE FOR I NTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH INSULATION 2" SOUND ATTENUATION BLANKET WHERE NOTED THUS S36S -- -- SHOWN 5" NOMIN ON FLO OR P - �' � t4�" - IN NONE FIRE RATING NONE S37 37 _ FIRE TEST NONE S39 HEIGHT TO 6" ABOVE CEILING /4 EXTERIOR FACE 5/8" GYPSUM 6% BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH STRUCTURE 3 5/8" STEEL STUDS @ 16 O.C. - EXTERIOR FACE NONE INTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH INSULATION 2" SOUND ATTENUATION BLANKET WHERE NOTED THUS S37S U 11rr t4 1 FIRE RATING NONE * S38 �_ - FIRE TEST NONE GYPSUM BOARD SEE FINISH _ HEIGHT TO DECK ABOVE - STRUCTURE A' STEEL STUDS @ 16" O.C. EA. SIDE - - EXTERIOR FACE NONE HOMASITE Project Number: I NSULATION: 2" SOUND ATTENUATION -- STRUCTURE 3 5/8" STEEL STUDS ILI - INTERIOR FACE 5/8" TYPE 'X' __ T GYPSUM BOARD SEE FINISH @ 16" O_C. SCHEDULE FOR MATERIAL FINISH 5975 +10y" SHOWN 8 112" N OMINAL O N FLOOR PL - INTERIOR FACE 5/8" GYPSUM �f7y FIRE TEST NONE HEIGHT TO 6" ABOVE CEILING BOARD SEE FINISH SCHEDULE FOR - EXTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH ` STRUCTURE : 6" STEEL STUDS @ 16° S HOWN 1/2" NOMINAL ON NTERIOR FACE 5/8" GYPSUM „ - _4 _FLOOR FIRE RATING NONE MATERIAL FINISH S39 - SH OWN 71 NOMINA ON FLOOR Pt /4 FIRE TEST NONE 6% HEIGHT TO 6" ABOVE CEILING HEIGHT TO DECK ABOVE EXTERIOR FACE NONE - EXTERIOR FACE NONE ` STRUCTURE : 6" STEEL STUDS @ 16" O.C. STRUCTURE 3 5/8" STEEL STUDS BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH @ 16 O.C. I NTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH _- --- - - - - -- INSULATION 2" ATTENUATION BLANKET WHERE NOTED THUS S39S SHOWN 4 1/2 - - N OMINA L ON FLOOR PW FIRE RATING 2 HOUR FIRE RATING 2 HOUR 563 �' I 1 0 f/° FIRE TEST UL U419 (NON- BEARING � �- _ � 562 +8Y2 FIRE TEST UL 0419 (NON- BEARING) HEIGHT TO DECK ABOVE � f HEIGHT TO DECK ABOVE - - EXTERIOR FACE 2) 5/8" TYPE 'X' - - EXTERIOR FACE 2 5/8 TYPE 'X' GYPSUM BOARD SEE FINISH GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH _> SCHEDULE FOR MATERIAL FINISH - STRUCTURE 8" STEEL STUDS @ 6' STRUCTURE 6" STEEL STUDS @ 16' 0_C- O.C. - I NTERIOR FACE (2) 5/8" TYPE 'X' - -- I NTERIOR FACE (2) 5/8` TYPE 'X' GYPSUM BOARD SEE FINISH GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH SCHEDULE FOR MATERIAL FINISH - I NSULATION : 2' ATTENUATION - -_ INSULATION 2' ATTENUATION BLANKET WHERE NOTED THUS S63S BLANKET WHERE NOTED THUS S62S S HOW N 1 0 112" NO MINAL ON FLO PLAN SHOWN 8112" NOMIN ON FLOOR PLAD FIRE RATING NONE 56 5S +8�_ FIRE TEST NONE _ / HEIGHT TO 6" ABOVE CEILING - EXTERIOR FACE 5/8" TYPE 'X' GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH STRUCTURE 3; STEEL STUDS @ 6" O.C. EA. SIDE HOMASITE INSULATION: 2" SOUND ATTENUATION - — BLANKET INTERIOR FACE 5/8" TYPE 'X' GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH SHOWN B 1/2" NOMINAL ON FLOOR F T(PE S67 S68 FIRE RATING NONE S69 : f }7y FIRE TEST NONE HEIGHT TO DECK ABOVE EXTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH - STRUCTURE 6" STEEL STUDS @ 16' O.C. I NTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH INSULATION 2" SOUND ATTENUATION BLANKET WHERE NOTED THUS S69S SHOWN 7 1/2" NOMINAL ON FLOOR PL Tr FIRE RATING NONE S96 r t 1 OY / FIRE TEST NONE HEIGHT TO DECK ABOVE EXTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH STRUCTURE 8" STEEL STUDS @ 16" O.C. I NTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH I SHOWN 10 112" NOMINAL ON FLOOR PLAN! Tyj FIRE RATING NONE tB 2 FIRE TEST NONE * HEIGHT TO 6" ABOVE CEILING - EXTERIOR FACE 5/8" TYPE 'X' GYPSUM BOARD SEE FINISH _ SCHEDULE FOR MATERIAL FINISH - STRUCTURE A' STEEL STUDS @ 16" O.C. EA. SIDE HOMASITE Project Number: I NSULATION: 2" SOUND ATTENUATION -- BLANKET ILI - INTERIOR FACE 5/8" TYPE 'X' __ T GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH 5975 +10y" SHOWN 8 112" N OMINAL O N FLOOR PL FIRE RATING NONE �f7y FIRE TEST NONE HEIGHT TO 6" ABOVE CEILING - - EXTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH ` STRUCTURE : 6" STEEL STUDS @ 16° O.C. NTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH - SH OWN 71 NOMINA ON FLOOR Pt FIRE RATING NONE 6% FIRE TEST NONE HEIGHT TO DECK ABOVE EXTERIOR FACE NONE ` STRUCTURE : 6" STEEL STUDS @ 16" O.C. - INTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH FIRE RATING NONE S69 : f }7y FIRE TEST NONE HEIGHT TO DECK ABOVE EXTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH - STRUCTURE 6" STEEL STUDS @ 16' O.C. I NTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH INSULATION 2" SOUND ATTENUATION BLANKET WHERE NOTED THUS S69S SHOWN 7 1/2" NOMINAL ON FLOOR PL Tr FIRE RATING NONE S96 r t 1 OY / FIRE TEST NONE HEIGHT TO DECK ABOVE EXTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH STRUCTURE 8" STEEL STUDS @ 16" O.C. I NTERIOR FACE 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH I SHOWN 10 112" NOMINAL ON FLOOR PLAN! Tyj FIRE RATING NONE S97 i t10y FIRE TEST NONE * a HEIGHT TO 6" ABOVE CEILING EXTERIOR FACE 5/8" GYPSUM _ BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH STRUCTURE 8" STEEL STUDS @ 16" O.C. Project Number: - I NTERIOR FACE 5/8" GYPSUM -- BOARD SEE FINISH SCHEDULE FOR ILI MATERIAL FINISH __ T SHOWN 10 1 2" NO MINAL __ON FLOOR PL FIRE RATING NONE 5975 +10y" FIRE TEST NONE HEIGHT TO DECK ABOVE EXTERIOR FACE (2) 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH STRUCTURE 6" STEEL STUDS @ 16" O.C. I NTERIOR FACE (2) 5/8" GYPSUM BOARD SEE FINISH SCHEDULE FOR MATERIAL FINISH SHOWN 10 1/2" NOMINAL ON FLOOR PI p�rrc a o a IA W W F- LIJ z U W° W Y �o tli 6 CI U) :5 :D wm gw CC) o Ir i w z } o m w O L; V x V Q s x a U F F. WO W1110 z' w a m ° w m _ o VI 0 o a 4 g Project Number: Plan Series: -- -- Property Number Sheet Title: WALL TYPES Sheet W1110 z 0 l To W I— F Z F- U wg W ~ Co Y �o Q w �o F _ �m �w 0 o w D w } o m al z � 1 n O j',' c � > V - F` GYPSUM BOARD CEILING (PAINTED) ( HEIGHT = 11' -6" z c) . - Y AR I 'P GYPSUM BOARD CEILING � AINTED� HEIGHT - 30' -1° FROM MAIN FLOOR O � � �p o J O a a GYPSUM BOARD CEILING - HEIGHT = 9' -0" GYPSUM BOARD CEILING HEIGHT = 10'-0" GYPSUM BOARD CEILING - HEIGHT= 8' -6" To W I— F Z F- U wg W ~ Co Y �o Q w �o F _ �m �w 0 o w D w } o m al z � 1 n T - ACOUSTICAL ILE CEILING L C HEIGHT = 9'-0" PAINT (PAINTED) ED c � > V - F` GYPSUM BOARD CEILING (PAINTED) ( HEIGHT = 11' -6" � - Y AR I 'P GYPSUM BOARD CEILING � AINTED� HEIGHT - 30' -1° FROM MAIN FLOOR /� 13 T P - GYPSUM BOARD CEILING (PAINTED HEIGHT = 10' -6" ® EDGE OF SLOPED o J O a a GYPSUM BOARD CEILING - HEIGHT = 9' -0" GYPSUM BOARD CEILING HEIGHT = 10'-0" GYPSUM BOARD CEILING - HEIGHT= 8' -6" (PAINTED) (PAINTED) (PAINTED < g Y � � �8 GYPSUM BOARD CEILING - (PAINTED) CEILING HEIGHT = VARIES GYPSUM BOARD CEILING -TAPED NOT PAINTED HEIGHT = 16' - 4" CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD FURRED DOWN OVER CABINENTS. 10, 12 ACOUSTICAL TILE CEILING' HEIGHT = 9'- 5/8" ACOUSTICAL TILE CEILING HEIGHT =10' - 0 OPEN TO STRUCTURE 15 < 8 > CEILING ACOUSTICAL TILE CEILING HEIGHT = 26' -0" GYPSUM BOARD CEILING - HEIGHT = 26' -5 GYPSUM BOARD CEILING - (PAINTED (PAINTED) - -_ - — 2x4 FLUORESCENT LIGHT FIXTURE 1X4 FLUORESCENT LIGHT SURFACE MOUNTED SPEAKER HEIGHT = 10' -7° ACOUSTICAL TILE CEILING HEIGHT = 10` 6' ALUMINUM SOFFIT GYPSUM BOARD CEILING �✓ HEIGHT = 10' -6° 20 GYPSUM BOARD CEILING HEIGHT = 8'4" GENERAL NOTES: 1. WALL MOUNTED LIGHT FIXTURES THAT OCCUR AT 5, LIGHT FIXTURES NOT SHOWN DIMENSIONED, CEILING LINE ARE NOT SHOWN. COORDINATE LOCATION WITH CEILING MOLDINGS, ACCESS DOOR SPACE EQUALLY AS SHOWN ON DRAWINGS 2, MOUNTING OF SPEAKERS: CORRIDOR - SEE 7 1 /A52 6. SEE DETAIL 12/A521 FOR WALLS THAT DO NOT GO TO STRUCTURE. 3 PROVIDE SEISMIC BRACING AT ALL CEILING SUSPENSION SYSTEMS. 7. TYPICAL SIESMIC CEILING BRACING SEE FIRE SPRINKLER HEADS DETAILS 3/A522 AND 4/11522. 4, ALL CEILING HEIGHT NOTED ARE FROM FINISH FLOOR. - -_ - — 1x4 FLUORESCENT LIGHT FIXTURE ACCESS DOOR 4 "x4' TRACK SPOT LIGHT SURFACE MOUNTD SEE DETAILS 7/A502, B /A502, 9/A502 vi IO/A502 FIRE SPRINKLER HEADS - FLODING PARTITION - -_ - — 2x4 FLUORESCENT LIGHT FIXTURE 1X4 FLUORESCENT LIGHT SURFACE MOUNTED SPEAKER FIXTURE RECESSED ® El El MECHANICAL AIR GRILLES RECESSED LIGHT FIXTURE 0 INCANDESANT LIGHT FIXTURE PENDENT LIGHT FIXTURE 12 w `r' z o V a U V] F F � Wo h O 0 o' O o O Q m Project Number: Plan series: - -- Property Number: Sheet 1 i11e: LOWER FLOOR REFLECTED CEILING PLAN Sheet Al21 0 Q � � f � or_ u i W r Lu Z U) U W° W � �o a Q > Fr�- a (� vJ Q .0 ¢ x co y.I LLJ w O Lu I W D } O U m F F C O U x U Q a v F x �D 4 F � Wo Z g U O 0 m w a o Q t] E <' 1 AGOUS ?!CAL TILE CEILING - (PAINTED" ✓ GYPSUM BOARD CEILING - (PAINTED) /9> GYPSUM BOARD CEILING - (PAINTED) GYPSUM BOARD CEILING - (PAINTED HEIGHT = 9' -G" HEIGHT = I1' -6' HEIGHT = 30 -1" FROM MAIN FIOOR <,3 ✓ HEIGHT = 10' -6" a EDGE OF SLOPED l \' GYPSUM BOARD CEILING - (PAINTED) ��, GYPSUM BOARD CEILING (PAINTED) 1p; CEILING HEIGHT = 9' - -0" V CEILING HEIGHT = VARIES ACOUSTICAL TILE CEILING �y ACOUS[ICAL TILE CEILING HEIGHT 9' -5-8" �� HEIGHT = 26' -0 l 3 � GY P SUM BOARD CEILING HEIGHT 10 ( EG ) GYPSUM BOARD CEILING -TAPED NOT PAINTED HEIGHT - 16' -4" ACOUSTICAL TILE C =1lING HEIGHT = 10' -0" 15� GYPSUM BOARD CEILING - (PAINTED 4 � � GYPSUM BOARD CEILING - (PAINTED HEIGHT = 26' -5/8" � HEIGHT= 8' -6" 8 CEILING SUSPENSION SYSTEM WITH GYPSUM 12 BOARD FURRED DOWN OVER CABINENTS_ OPEN TO STRUCTURE 6 GYPSUM BOARD CEILING - (PAINTED) HEIGHT = 10' -7" <19 > GYPSUM BOARD CEILING HEIGHT = 10 � 20 � GYPSUM BOARD CEILING i HEIGHT = 8' -0" GENE NOTES: 1, WALL MOUNTED LIGHT FIXTURES THAT OCCUR ,47 CEILING LINE ARE NOT SHOWN. 2 MOUNTING OF SPEAKERS CORRIDOR - G SSE 7/A521, 3, PROVIDE SEISMIC BRACING AT ALL CEILING SUSPENSION SYSTEMS. 4, ALL CEILING HEIGHT NOTED ARE FROM FINISH FLOOR, 5- LIGHT FIXTURES N01 SHOWN DIMENSIONED, COORDINATE LOCATION WITH CEILING MOLDINGS, SPACE EQUALLY AS SHOWN ON DRAWINGS. 6- SEE DETA'I 1 2/A521 FOR WALLS THAT DO NOT GO TO STRUCTURE. 7, TYPICAL SIESMIC CEILING BRACING SEE DETAILS 3/A522 AND 4/A522. 1X4 I'LUUKL�)LLINI ILIUM fIXIUKC SURFACE MOUNTD 2x4 FLUORESCENT LIGHT FIXTURE SURFACE MOUNTED a AGCtSS UUUK SEE DETAILS 7/A502, 8/A502, 9/A502 1O /AS02 FIRE SPRINKLER HEADS FLODING PARTITION SPEAKER MECHANICAL AIR GRILLES RECESSED LIGHT FIXTURE INCANDESANT LIGHT FIXTURE PENDENT LIGHT FIXTURE ❑o EZ 4"x4' TRACK SPOT LIGHT 1X4 FLUORESCENT LIGHT FIXTURE RECESSED ® © 0 Project Number: Plan Series: - - Property Number Sheet Title: UPPER FLOOR REFLECTED CEILING PLAN Sheet: Al 22 ACaISTICAI. TILE CEILING T `/' HEIGHT 1 <18 ALUMINUM SOFT I <19 > GYPSUM BOARD CEILING HEIGHT = 10 � 20 � GYPSUM BOARD CEILING i HEIGHT = 8' -0" GENE NOTES: 1, WALL MOUNTED LIGHT FIXTURES THAT OCCUR ,47 CEILING LINE ARE NOT SHOWN. 2 MOUNTING OF SPEAKERS CORRIDOR - G SSE 7/A521, 3, PROVIDE SEISMIC BRACING AT ALL CEILING SUSPENSION SYSTEMS. 4, ALL CEILING HEIGHT NOTED ARE FROM FINISH FLOOR, 5- LIGHT FIXTURES N01 SHOWN DIMENSIONED, COORDINATE LOCATION WITH CEILING MOLDINGS, SPACE EQUALLY AS SHOWN ON DRAWINGS. 6- SEE DETA'I 1 2/A521 FOR WALLS THAT DO NOT GO TO STRUCTURE. 7, TYPICAL SIESMIC CEILING BRACING SEE DETAILS 3/A522 AND 4/A522. 1X4 I'LUUKL�)LLINI ILIUM fIXIUKC SURFACE MOUNTD 2x4 FLUORESCENT LIGHT FIXTURE SURFACE MOUNTED a AGCtSS UUUK SEE DETAILS 7/A502, 8/A502, 9/A502 1O /AS02 FIRE SPRINKLER HEADS FLODING PARTITION SPEAKER MECHANICAL AIR GRILLES RECESSED LIGHT FIXTURE INCANDESANT LIGHT FIXTURE PENDENT LIGHT FIXTURE ❑o EZ 4"x4' TRACK SPOT LIGHT 1X4 FLUORESCENT LIGHT FIXTURE RECESSED ® © 0 Project Number: Plan Series: - - Property Number Sheet Title: UPPER FLOOR REFLECTED CEILING PLAN Sheet: Al 22 O -'�t O • 1, C , �' , , " , I ., ' H NIE I , , X L .L. LLJ W F- z LU 0 C) Lij 0 M M U j < x < a m 'x 2 w 00 ` o w w z :D x 0 O — E CL WO W4 w Project Number p1w SO—. P,.P.,Iy Number Sheet Title: ROOF PLAN Sheet: A141 o C) L .L. LLJ W F- z LU 0 C) Lij 0 M M U j < x < a m 'x 2 w 00 ` o w w z :D x 0 O — E CL WO W4 w Project Number p1w SO—. P,.P.,Iy Number Sheet Title: ROOF PLAN Sheet: A141 G A304 f I TT D.3 D7 STEEPLE D.2"; SEE SHEET LLJJ A303 H A203 ODD A305 RIDGE VENT GFRC. RN C.2 SEE SHEET G H 2t 12' 8 2' -77 ALUMINUM FACIA AND NO FRI jI GF.R.C. PANEL 0 A CFRC CORNICE 1 12 BRICK COLOR #1 �� A352 A352 A352 p3 P' �' ���� UT I a.4.16' AS I 'X 1 6"G.F R.0 N� AY BRICK COLOR #1 ��� u� - j BRICK COLOR #2 16"XI6' PRE-CAST 3 -4" AEI �Emifll apvqf�E G.F.R.C. INLAY ALUMINUM WINDOW SYSTEM IT — BRICK COLOR #2 -1 11-4 WIN ELEVATION o DETAIL 12"X12"G.FR.0 INLAY-- —12" 12" PRE-CAS 1/4' - ' - !O" G R C, INLAY ff-jq4==Tfi X W w / —BRICK COLOR #1 --- PRE-CT W BRICK COLOR #2-- ui Sum / - - 8'X8' AS BRICK COLOR #I-- It T G.F.R.0 INLAY z 4- 4 ELEVATION W ixrr J7 EElh '- ATLAS BRICK 100 0 " SILL COLOR #1 8_X8'X16` AT' uJ 0 BRICK m X L j < 0 < > ELEVAT -BRICK COLOR #1 BRICK COLOR #1 y -----BRICK COLOR #2 8x4.16° ATLAS < BRICK COLOR #2 RUNNING BOND U) Of 24 ALUMINUM ENTRY RAKE MORTAR JOINT (W /BRICK SEALER) Z5 SYSTEM, Q0 ffm BRICK COLOR # 2 < x STONE ADDRESS SIGN - 2i ELI SEE I0/A504 STICK BOND 1 5 RAKE MORTAR JOINT {W /BRICK SEALER) w B RICK COLOR 7 LLI ICK C R #1 UN,O z (W /BRICK 15 Z) STAGE BONE, 0 OAR JOIN- PRE - FINISHED MORTAR SEALER) C) BR MM ALUMINUM PARAPET COLOR #1 SOLDIER RAKE MORTAR JOIN' (W/BRICK SEALER) SYSTEM ALUMINUM WINDOW BRICK COLOR #1 U,NO STEEPLE SEE SIIEF7 'Al E A303 4.8 TO, 5 8.3 01 I J ARCH. LOUVER Z2� ALUMINUM FACIA BRICK COLOR #2 PRE-FININSHED ALUMINUM PARADE' AND FRIEZE C4 PLI C f —GFR.0 CORNICE S S S 01 Q 24'X24' G,F R C, NLAY Z� 12 Pf I ROC= VENT 6 1 SEE SHEET re z 16"XI6"PRE-CAST CONCRETE INLAY 2 AS BRICK COLOR #1 0 HE �7 BRICK COLOR #2 co 12"X12" G,F RC MLAY LL ti E _ LEUATIO N 0 C 114'- 8'X8 PRE CAST CONCRETE INLAY Project Number �- -BRICK COLOR 02 Pl.h S.'es Property Number E P AlION I L V 8.8�16" ATLAS z L BRICK COLOR #' L 9PCK CO 8"XI3"XIE" AT' A' BRICK EXTERIOR A LOR #2 - BRICK ..... #1 BRICK COLOR #1 ELEVATIONS BRICK COLOR #1 Sheet Tilie ELEVATION BROK COLOR #2 ? LUMINUN ENTRY — ------ A504 TYP 5 S"X4"06' A YS LEM BRICK COLOR #2 BRICK COLOR #1 BRICK COLOR 02 Ih Sheet 0 C, Cll A201 G A303 U� Zz' D31 D'T D21 H STEEPLE A303 SEE SHEET 4203 G F­ --------- - RIDGE I VENT SEE S A B C3 D D.2 08 E E16 E.8 ALUMINUM FA AND FRIEZE G H G F.R.0 PANEL A 3 GFR.C, CORNICE J 2 2 - 0.362 a �� _ 4 8 416" ri LAS flI Sim. BRICK COLOR #1 Y/ 8x406" ATLAS RUNNING BOND 16".16"G.FRC INLAY -------- .......... 864.16" ATLAS BRICK COLOR #2 ELEVATION RAKE MORTAR JOINT (W/BRICK SEALER) 1 BRICK COLOR #1 ui 12 "x 12" G. F. R C INLAY —_ - - - - - - - - 12x12" G.FR f;. INLAY I. '� FAKE MDRiAR JOINT i,Wj BRICK SEALEk) BRICK COLOR #2 - - - - - - - BRICK COLOR #1 BRICK COL OR #2 ui 8,8 G�F�R C INLAY uj DOOR C m. I. P- mI BRICK COI SIR #1 Q o ELEVATION �� * L -_ . - - -: __. ._ _ . - -a �__ J L r�ti _1 _1 _ W TT HE > ATLAS BRICK < SILL Y NORTH ELEVATION BRICK COLOR # :5 8x416" ATLA Im In BRICK COLOR #, BRICK COLOR � 8x4x 16" ATLAS I 00 0 BRICK COLOR #1 I - 1 LLl ALUMNUM ENTRY 2 24 D z ct SYSTEM 0 2.5 C) co R --MFG ' 7 P Bz- ARCH LOUVER SEE DETAIL - - ------- ------ ALUMINUM PARAPET A STEEPLE E D 'C A SEE SHEET P NISHE' I R D --- A30J A302 A302 A30 30i 0 ED 2 3 PRE FINISHED 4 4.8 , 5 7 8 1 83 9 ------- ----- ALUMINUM FACIA o G.F.RC CORNICE F < BRICK COLOR #2 AND FRIEZE < Z� A351 I 1 2 12 A 1 �2 RIDGE VENT D u SEE SHEET A351 0 8x406' ATLAS T- BRICK COLOR #1 BRICK 'COLOR #! INLAY AS 04 ASO4 8x4x16' ATLAS o S! BRICK COLOR #2 0 EI AMICK V 4 _01 j Property Number f ­ r - =� = ----- ---- 8'�8' G F R C INLAY EE ILT BRICK COLOR #2 She., ue 41 EXTERIOR LIE - VAIION OGGR 4 00 ' 0 "_ 7 ELEVATIONS 8. ATL &16' AS / BRICK COLOR #1 KNOX BOX TOP ATLAS BRICK A503 SILL B COLOR # M AST ER KEY COORDINATE BR�C COLOR # BR.( .K J111" ASOn A504 �CK - / -- --- BRICK COLOR #2 o BRICK COLOR #2 WEST ELEVATION WITH FIRE MARSHALL COL #I 8.8x16' ATLAS BRICK COLOR #1 Sheet. A202 3' -11Y" N �I ry STEEPLE ELEVATION 3/8" = 1' -0 ROOF LINE -- ALUM. STEEPLE B STEEPLE ELEVATION v � � THRU -ROOF _ i CONNECTOR - -- - �� NOTE NO SHARP _ - -- BENDS IN THE LIGHTING CABLE � LIGHTING CABLE C BASE ELEVATION r - v STEEPLE PLAN CLAMP CABLE CONNECTOR ROOF FLASHING PLATE HEX NUT AND WASHER 24" THREADED STEM CLAMP CABLE CONNECTOR nTHRU —ROOF CONNECTOR 1.1 NOT TO SCALE E 2� - LIGHTNING CABLE ',- ROOF VENT ROOF MENBRANE 1/4" DENS -DECK PRIME 5)8 PLYWOOD ROOF SHEATHING OVER 2X TAPERED SLEEPERS - - -- El- ASTOME IC SEALANT - MM i I I I I A 44 �� C ' STEEPLE FRAMING SEE ?... _ -. SET BOLT AND ANGLE IN MASTIC - -- _. 4" SHIM @ EA CONNECTION BOLT - -ROOF MENBRANE CA 4 l j " -TUBE STEEL l I SEE STRUCTURAL DRAWING - - ATLAS BRICK -. COU NTERFLASHING (COLOR BY ARCHITECT) -... METAL FLASHING (COLOR BY ARCHITECT) TUBE STEEL COLUMNS SEE STRUCTRUAL DRAWINGS / -- SHINGLES SECONDARY UNDERLAYMENT ON ROOF SHEATHING TURN UP WALL - LAP UNDER GRANULAR SURFACED SECONDARY UNDERLAYMENT - -- FIRE PROOFING -.. STURCTURAL BEAM - - SEE STRUCTURAL DRAWINGS DETAIL E 3/4" = 1 . -0 " - -- I COQ r , 0 zv a .a 4 01 a ALUMINUM CLADDING N ON STUCTURAL d lS T AG I r S I 0 o i ^ i- X -__ 0 -1 I o O m - -- A203 - "- - - - - - -- ALUMINUM CLADDI j FRAMING _ ON STRUCTRUAL li -' FRAMING N I, I U � a U STEEPLE PLAN rl x a 3/8" = 1,_0 W O 4'-5" 4 4" _.. -. 4­5" - Z Y t A2 o3 STEEPLE PLAN E _7 a A2o3 - �_ -10" DIAMETER " � a - ti I ti ! a I 2 A NOTE: - 1_�3 4' -70 /4 )._ 4' -10" 'r- ___ -- STEEPLE DIMENStDNS ARE SYMMETRICAL ABOUT CENTERLINES 4' ° oe _ S N �I ry STEEPLE ELEVATION 3/8" = 1' -0 ROOF LINE -- ALUM. STEEPLE B STEEPLE ELEVATION v � � THRU -ROOF _ i CONNECTOR - -- - �� NOTE NO SHARP _ - -- BENDS IN THE LIGHTING CABLE � LIGHTING CABLE C BASE ELEVATION r - v STEEPLE PLAN CLAMP CABLE CONNECTOR ROOF FLASHING PLATE HEX NUT AND WASHER 24" THREADED STEM CLAMP CABLE CONNECTOR nTHRU —ROOF CONNECTOR 1.1 NOT TO SCALE E 2� - LIGHTNING CABLE ',- ROOF VENT ROOF MENBRANE 1/4" DENS -DECK PRIME 5)8 PLYWOOD ROOF SHEATHING OVER 2X TAPERED SLEEPERS - - -- El- ASTOME IC SEALANT - MM i I I I I A 44 �� C ' STEEPLE FRAMING SEE ?... _ -. SET BOLT AND ANGLE IN MASTIC - -- _. 4" SHIM @ EA CONNECTION BOLT - -ROOF MENBRANE CA 4 l j " -TUBE STEEL l I SEE STRUCTURAL DRAWING - - ATLAS BRICK -. COU NTERFLASHING (COLOR BY ARCHITECT) -... METAL FLASHING (COLOR BY ARCHITECT) TUBE STEEL COLUMNS SEE STRUCTRUAL DRAWINGS / -- SHINGLES SECONDARY UNDERLAYMENT ON ROOF SHEATHING TURN UP WALL - LAP UNDER GRANULAR SURFACED SECONDARY UNDERLAYMENT - -- FIRE PROOFING -.. STURCTURAL BEAM - - SEE STRUCTURAL DRAWINGS DETAIL E 3/4" = 1 . -0 " - -- W W UJ Z � 3' -10 O COQ r , 0 zv a .a 4 01 `o a d lS T AG W W UJ Z � 3' -10 X 10" , 2'-2" f 10'­ 10" 2'-2" 10", r , 0 � co Y � Q wQ 2^ I, U) a 5 m m <w S I 0 o i ^ i- X -__ 0 -1 I o O m - -- A203 - "- - - - - - -- ALUMINUM CLADDI _ ON STRUCTRUAL -' FRAMING N I, I U � a U STEEPLE PLAN rl x a 3/8" = 1,_0 W O 4'-5" 4 4" _.. -. 4­5" - Z w ATLAS BRICK 0 w - n III � Project Number: Plari Series: w Property Number: - I � Sheet T itie: STEEPLE ELEVATIONS i AND SECTIONS 6' 4" ,STEEPLE PLAN Sheet A203 -.... - -. _. - 13' 2" PROJECTOR 3 A542 I �A�. B , / 3 5/8" METAL STUDS t 113 -2 1/2" 12 SLOPING INSULATION PAINTED HYMN BOOK CABINE T GYPSUM BOARDI' - -- PAINTED GYPSUM BOARD - - �d H 3 A543 .... - ROOM ` - VISUAL -/ - DISPLAY A603 : FOYER WALL COVERING A O _ _ _ _ _ _ _ _ _ _ _ _ _ - BOARD 277 - CHAIR AIL 9 - A544 -- W LL COVERING A OASE � SEE 2/F502 I tZ - I SEE 6/A502 \ ._ _ / \ / - ALUMINUM _ - % - T_0. BEAM CEILI NG SUSPENSION / CEILING SUSPENSION SYSTEM WITH YPSUM 113' -8" SYSTEM WITH GYPSUM BOARD ,BOARD AND ACOUSTICAL II LE r PANTED GYPSUM BOARD - -MAT PAINTED GYPSUM BOARD PAINTED GYPSUM BOARD - I _ LINE CORRIDOR ! _ I 117 I MOTHERS ( 1 08 CHAIR RAIL GUST CHAIR RAIL SEE 2/A502 . 109 SEE 2/A502 I I _ 1 7 -WALL COVERING A P �WALL COVERING A - I - ; CERAMIC TILE --BASE - ._SEE 6/A5021 i n 0 ING BUILD I \- - - - - -- i 4„ _ 1 _ SECTION D , / \ 12 r *T {> Go ` t 1 r � I I I I `ACCESS DOOR SEE A103 \ MECHANICAL r LADDER � SEE 18/A501 OPEN FOR S' - - - - -44 al n Y SEE 6/A502 L5; © BUILDING SECTION (CONT.__ iE VU d <i'S- E.7 E �d H 3 A543 _ _ _ _ _ _ _ _ _ _ _ _ _ - A ; 12 I r. \) 0. MAI� 13 T_ SONRY I - I \ ._ _ / \ / - ALUMINUM _ - % uu+ 9 '- RUNNING BOND B.O. WINDOW 1 -- ry f BbSE 0._ 7.M SEE TR L � e I ry �, A544 6" CONCRETE ON METAL DECK 114' 8" _ - SU URA - I 13- I I R 1 cA8 — � I 6' U BER BASE T L s E 6/A D2 � � � � 1 o' I _ 113' 2 112" STAIRS t I' I CEILING S SPENSION V / SOFFIT PLATFORM I� STORAGE pI STAIRS - I + I SYSi M GYPS 166 � 172 1 I p _ -- t �� � - INSULATION 1 ,O WB MATCH CHAIR RAIL NDOW �I � I H pub. _ T \ - 0.T10 BOARD _ E W T - \ - INE I SEE 2/A502 WAL L COVERING A _...., �: - _ � � RRI I v r I - --- - - - - -- -- .._ _._. I t PAINTED GYPSUM HOARD I � CORRIDOR �I 'M� 'L CNTR I mo- I I _ �, STORAGE } v M THERS tE9 —_.� -� ' PAINTED GYP FOR PLATFORM DETAIL SEE SHEET 406 UM BOARD 1 28 136 CHAIR RAIL f 7 2/AS02 I - I i WAIL COVERING I A RfI WALL COVERING A .LADDER E B S r 1 SIMILAR: t I E 5/A502 $ SEE s }n5pz SEE 18/A501 / @I BASE I k 91 f,� easE - SEE 6/A502 a . 5 5,. r ✓w� t A .4: ? e rr .. x ".J. �. ,. sF ..: �. ; .e4 eN ..,. i, ., ..:. ., �. .. c.. •' .��?, `" �..,u�i.�.. , xv,y, .. .,.fi, r , ,. ��:,F.v, - „a>p, ,�.._a. l s�,S .�...,,.^> � �.�,ax.,">C;,�va B BUILDING SECTION � s -8 "x8 "x16" ATLAS BRICK - STACK BOND -- 4" CONCRETE WALK - SLOPE 1/4' / FOOT FINISH GRADE l " � ti O i! r T r. r L` LL � �PyoN VU d <i'S- z �d O SS V YC,F' w LU LLI Z ~ U) W 0 y Q wd ¢j It co �.r g w c O K LU W M = O W � w z O x U H x �D 4 WO � 0 g 0 � o O ?' Prged Number Plari Seree -- - - Properly Number: -- Sheet Title: BUILDING SECTIONS Sheet: A301 3I a Z 0 I;A� Bi �-� Opp LI 1 6"x4".16" ATLAS BRICK � C.2 i D 1 Di i D.7�1 D.8 i E P IF CHAIR RAIL GFRC PANEL BAST _ 4 T O ELEVATION! MECHANICAL INSJt ATION -0- A503 ROOM 3% METAL BEAM .145' -2 5 /8 "I STUDS @ 16' 3`s' STEEL STUD - ac 733 @ 16 O.C. W/ ARCHITECTURA /^ GYPSUM BOARD LOUVER 8 "x8 "x16' INSULATION SEE i A602 TAPE JOISTS 0 _ _ CEILING ATLAS — SUSPENSION / 2" RIGID i I I I I I I I I �I I I RA INSULATION_.. .. _ CEILING SUSPENSION - -- - _ A54 4 TAPE JOISTS - - - - - SYSTEM WITH GYPSUM BOARD AND ACOUSTICA TILE (2) LAYERS OF I E LE2ry T10N r ATLAS iBRICK SEE DETAIL 1/A522 - - - s k" GYPSUM BOARD n - -- TOP OF FLOOR 4 A503 _ GFRC PANEL- - _ -- PAINTED GYPSUM BOAR 6" CONCRETE FLOOR WITH _ ROOM METAL DECKING 211 212 \I v il. ,ELEVATION TOP OF 114' -0 FLOOR PAINTED SEE 2/A502 GYPSUM BOARD_ ROOM 104 1046 ., — dH E SEE! , .- t _ 8 "x8'x IF ATLAS ICK 6/A502 UNDER SLABWALL E VAPOR COVERING "A" BARRIER A, B k L T.G. 2 i/2' !JOIST/ OPP_ TOP OF ELEVATION FLOO 99 10" V-5 3/4' 2' -0 1/2 -1 -5 3/4 E 2 g PRE- MANFACSURED .ARCHITECTURAL ROOF VENT 3 3 9 TR EADS @ 1 ," EA. y A544 ELEVATION T O ` — A544 '�` ( 7 \ } - /3x3 TUBE CO6u4N \` W /COM1C I MSON TEP� / ARY 1 4 OP A544 , PP� �.... `'+,. E 30 E0 EQ _ * AN MASONRY! T ELEVATION — — - BEAM 125-8 u� 9 X544 OPP. 4 ) /4 .. _ GYPSUM BOARD PAINTED 101D1 VEST 101 -1 - BASE SEE 0 6/A502 BUILDING SECTION V 1/4" = 1' -0" i 1 6"x4".16" ATLAS BRICK � C.2 i D 1 Di i D.7�1 D.8 i E P IF CHAIR RAIL GFRC PANEL r _ 4 T O ELEVATION! PANEL A503 ROOM 3% METAL BEAM .145' -2 5 /8 "I STUDS @ 16' - - ac 733 132A U BOARD GYPS B UM �-2' RIGID 8 "x8 "x16' INSULATION TAPE JOISTS 0 _ _ CEILING ATLAS — SUSPENSION SYSTEM WITH GYPSUM �I BOARD AND _ i 6" CONCRETE FLOOR WITH METAL DECKING r - INSULATION 1 FLOOR 114'-0" I ELEVATION'. FLOGR 1 00 -0 "'. I II I -I- " COVERING 'A UNDER SLAB BASE SEE VAPOR BARRIER 6/A502 4 I i 1, I 1` Il A544 li ' r. I i BOILER I i 1 I L 30 BAIT CATWALK ti INSULATION I I P I I .SEE DETAIL t A501 / i I I I Ii I II I 3 i I I I I I I I I �I I I RA INSULATION_.. .. _ CEILING SUSPENSION - -- - _ A54 4 TAPE JOISTS - - - - - SYSTEM WITH GYPSUM BOARD AND ACOUSTICA TILE (2) LAYERS OF I E LE2ry T10N r ATLAS iBRICK SEE DETAIL 1/A522 - - - s k" GYPSUM BOARD n - -- TOP OF FLOOR 4 A503 _ GFRC PANEL- - _ -- PAINTED GYPSUM BOAR 6" CONCRETE FLOOR WITH _ ROOM METAL DECKING 211 212 \I v il. ,ELEVATION TOP OF 114' -0 FLOOR PAINTED SEE 2/A502 GYPSUM BOARD_ ROOM 104 1046 ., — dH E SEE! , .- t _ 8 "x8'x IF ATLAS ICK 6/A502 UNDER SLABWALL E VAPOR COVERING "A" BARRIER A, B k L T.G. 2 i/2' !JOIST/ OPP_ TOP OF ELEVATION FLOO 99 10" V-5 3/4' 2' -0 1/2 -1 -5 3/4 E 2 g PRE- MANFACSURED .ARCHITECTURAL ROOF VENT 3 3 9 TR EADS @ 1 ," EA. y A544 ELEVATION T O ` — A544 '�` ( 7 \ } - /3x3 TUBE CO6u4N \` W /COM1C I MSON TEP� / ARY 1 4 OP A544 , PP� �.... `'+,. E 30 E0 EQ _ * AN MASONRY! T ELEVATION — — - BEAM 125-8 u� 9 X544 OPP. 4 ) /4 .. _ GYPSUM BOARD PAINTED 101D1 VEST 101 -1 - BASE SEE 0 6/A502 BUILDING SECTION V 1/4" = 1' -0" � r C Lr i 1 6"x4".16" ATLAS BRICK � GFRC -- CHAIR RAIL GFRC PANEL r I 4 t PANEL A503 ROOM 3% METAL STUDS @ 16' - - ac 733 132A U BOARD GYPS B UM �-2' RIGID 8 "x8 "x16' INSULATION TAPE JOISTS 0 _ _ CEILING ATLAS — SUSPENSION SYSTEM WITH GYPSUM BOARD AND _ ACOUSTICAL TILE 6" CONCRETE FLOOR WITH METAL DECKING r - TOP OF ELEVATION 1 FLOOR 114'-0" I ELEVATION'. � r C Lr N iO a � GFRC CHAIR RAIL SEE 2/A502� PANEL ROOM - - 733 132A 8 "x8 "x16' ATLAS — BRICK r ELEVATION'. FLOGR 1 00 -0 "'. I II I -I- " COVERING 'A UNDER SLAB BASE SEE VAPOR BARRIER 6/A502 � r C Lr �% W w w Z U) U w° F � Y ° c�0 Q WQ = U' X �.+ 2 Lu 0 `o w i Z 0 O C) F Q d Q x a a U Vj F W � W 44 �K z w 8 0 m w tt x o � a O i. 0 0 alb Project Number Plan Series Property Number Sheet Title: BUILDING SECTIONS Sheet: A302 N iO a � 4 �% W w w Z U) U w° F � Y ° c�0 Q WQ = U' X �.+ 2 Lu 0 `o w i Z 0 O C) F Q d Q x a a U Vj F W � W 44 �K z w 8 0 m w tt x o � a O i. 0 0 alb Project Number Plan Series Property Number Sheet Title: BUILDING SECTIONS Sheet: A302 / \ 2 A541 J MA LIN 3 5 � I L 3 A542 1 8x4x16 ATLAS BRICK 2" RIGID INSULATION - TAPE ALL JOINTS 3 5/8" METAL STUDS (1) LAYER 5/8" GYPSUM - 6" CONCRETE FLOOR WITH METAL DECKING INSULATION 8x4xl6 ATLAS BRICK 3 5/8' METAL STUDS ATLAS WAINSCOT 8x8.16 ATLAS BRICK INSULATION 1 �� 12 ;i+r i I PAINTED GYSUM BOARD PAINTED GYSUM BOARD OFFICE r_ j r A603 _ 204 ' 1 - - = CORRIDOR r= - - ROOFING MATERIAL ON I t t�,ky ROOF SHEATHING 07 �� FIRE BLOCKING AT 10-0 �4 � STEEL BEAMS Y = 41/2 n i 1'-4 �I 1� � 1 PAINTED GYSUM BOARD 7 HALLWAY .- PAINTED GYSUM BOAR -' OFFICE �/ A60� 160 �Z� FT . WALL 131 . _0 „ -� 2 A51�2 �( --WA COVERING A E 6/ 50 WALL SCON E`� TRIM _WOOD _ SEE 4/A502 I I "If ; H=b ' - -- PENDANT LIGHT 44L� - 4"J� � i II '' �8x4x�6 ATLAS BALCONY I BRIC 25 ` -2" RIGID INSULATION - I , -- PAINTED GYPSU ED BOARD - TAPE I ALL JOINTS �3 5 METAL STUD - - WSUC)ATION I El LJ=E:1= — I �F207 PANEL DETAIL SEE SHEETII - OLDINI F - C ART ON -� I � I HAPEL I I 150 I I I t I t 2 AYERS 5/8 GYPSUM BOAF�D I FINISH GRADE Do'-O" ) 1 t o "✓ -� £v 3S ka LA &'+ 3t `5. n.� ,EA 6 .. >,� e .. ,.Y .'.',h R , ** BUILDING S CTION \ l J MA LIN 3 5 � I L 3 A542 1 8x4x16 ATLAS BRICK 2" RIGID INSULATION - TAPE ALL JOINTS 3 5/8" METAL STUDS (1) LAYER 5/8" GYPSUM - 6" CONCRETE FLOOR WITH METAL DECKING INSULATION 8x4xl6 ATLAS BRICK 3 5/8' METAL STUDS ATLAS WAINSCOT 8x8.16 ATLAS BRICK P i �p bUILUINU 5LU I JUN (UUN I.) -MATCH LINE v Z2 I- E l 0 1 �� T.O. BEAM 125" B" i I PAINTED GYSUM BOARD PAINTED GYSUM BOARD OFFICE r_ j r A603 _ 204 ' 1 - - = CORRIDOR r= - O Y 1 ( I t WALL COVERING A CH AIR RAIL A1 `.. SEE 2 A502 r- CHAIR RRAIL / ;� �I �'.. i"SEE 2/A502 OS 06 k WALL COVERING A- 07 �� S �a� SEE 6 A502 STEEL BEAMS T. ©. BE i' AM 6 ",�. 1 PAINTED GYSUM BOARD 7 HALLWAY .- PAINTED GYSUM BOAR -' OFFICE �/ A60� 160 �Z� a I1y WALL COVERING A H I1�ISPL Y BOARD', -� 2 A51�2 �( --WA COVERING A E 6/ 50 R 1 P i �p bUILUINU 5LU I JUN (UUN I.) -MATCH LINE v Z2 I- E l 1 W LU (- w Z U w� W ~ Y �o Q wa �o I-- a c� U) a �m +4- 2 w C o w O m w 2 o U x J o x C4 d U w r-� F F ~ a G/� w W o In � 0 ' os W J U 0 B o a Project Number: Plan Series: Property Number: Sheet Title: BUILDING SECTIONS Shoot: A303 0 1 �� y i iO K n 4 1 W LU (- w Z U w� W ~ Y �o Q wa �o I-- a c� U) a �m +4- 2 w C o w O m w 2 o U x J o x C4 d U w r-� F F ~ a G/� w W o In � 0 ' os W J U 0 B o a Project Number: Plan Series: Property Number: Sheet Title: BUILDING SECTIONS Shoot: A303 i a 9 11 0 4 j 1 9 � Li Sheet: �� BUILDING SE ION 1/4,. = A304 10 INSUL ANON TOP Oh. ELEVATION MASONRY 144' - 7" 31' 48 A542 _ - I 1" -TOP OF 231 _ MASONRY 135 -4" 7 A542 a 302 /- -- BATT T� INSULATION o _ _ — n ATLAS BRICK Li Sheet: �� BUILDING SE ION 1/4,. = A304 3 4.1 2" R - Tx (1) I_AYE 3 5/E 8 "x8 %1 -RUNNI 6" CONCRETE C SEE STRUCTURE CEILIN SYSTE BOARE (1) LAYEI 3 5/E 2 R - TF 8 "x8 "x 1 - STAG 2 A541 r \ 6 1�_ `� 1 FIRE BLOCKING AT 4' - -0" O.0 -- -ROOFING MATERIAL ON ROOF SHEATHING 2 A542 INSULATION 3 OPP, A542 - CATWALK A542 OPP- SEE 2/A50`, T = 13 r V r T.O. MASONRY! 7 129 -0" 1 A544 A544 \ \ - OPP. 6� � ' Y T O S MASONRY 2" RIGID INSULATION - TAPE ALL JOINTS / PAINTED GYPSUM t INSULATION BOARD (1) LAYER 5/8" GYPSUM MEN {a4y 3 5/8" METAL STUDS 232 PAINTED GYPSUM ! y BOARD ROOM 8 "x8 "x16" ATLAS BRICK a { I ROOM i` 227 - RUNNING BOND STORAGE , _ 228 CHAIR RAIL .� L ) 231 - �� SEE 2/A502 6" CONCRETE ON METAL DECK, 32 SEE STRUCTURAL. ze T° 6 1 . rO, SLAB '\ ` 4'-0 nor x _ �. I , I I 6—� '�F - -- 1— T.O. BEAM 7- WALL - -_ SYSTEM 113' -6" -' 2 BASE !SEE Afi0g — COVERING 'A" `. SUSPENSION - 6 /A5 2 SYSTEM WITH GYPSUM BOARD 2X2 "X2Y2" !ANGLE (.t) LAYER 5/8" GYPSUM l BUILDING SECTIO H 1/4" - o BUILDING SECTION I MOTHER., WOMEN _ ROOM 1 91 � 27 OOM � 3-5/8" METAL STUDS i 130 -- �i i -2" RIGID INSULATION - TAPE ALL JOINTS _{ 1NSPINSITLIANON f. ( "'A MAfCF 'l 1TiA 'HI 1 lye �� I' 12GA) `1!' '.II I�' LINE - 6f Al .1P 8'x8 "x16" ATLAS BRICK - STACK BOND i METAL JOISTS- -- 8 "x4 "x12" ATLAS BRICK 2" RIGID -- INSULATION 3%k STEEL STUD ® 16" O.C- WITE BATT INSULATION %s" GYPSUM_ BOARD D.3 D.2 i 1 STEEPLE SEE SHEET A203 LIGHTING, I CABLE SEE A/203 ROOF- - VENT ROOF MEMBRANE - - -- D AND POOL SHEATHING ELEVATION T C 147' -7 3/4" MASONRY_ ELEVATION T 0 145-0 1/8" STEEL ELEVATION T 0 f � 142'._4 1 /8" STEEL STEEL BEAM 2" CARD (' BOARD BAFFLE 8" SPACE BETWEEN JOISTS FOR VENTING EIT rF, . P ScorT I- NIELSenI ora FILE i�lA iE° �C) 1 JS K z 4 J O 4. 4 1 S 4 w W 11J Z w LD U W't o w ~ Y �o Q wa uj O ' � a 0 LJ Q j <m ' 2 w co `o LU LL K } O co U O 15 ON - U } E xUx (L W � ON z ' w ROOFING MATERIAL ON ROOF SHEATHING p 0 INSULATION 0 m Y 1 �OPP y a ns42i � E Project Number: Plan Senes: -- Property Number Sheer THI BUILDING SECTIONS a I Sheet A305 ROOFING MATERIAL ON ROOF SHEATHING 0 SECTION WALL SECTION WALL SECTION WALL SE CTION 1'—C B 1/2" = 1._0., D 1/2" = 1'-0" p .a sj � -, rill- L�E ) I Tf � N c L FI; A �' E , o' Boc & oc 7\ INSULATION ALUMINUM FRIEZE FIRE BLOCKING AT 10'-0" O�C� PREMANUFACTURED TRUSS ROOFING MATERIAL ON ROOF SHEATHING 12 ROOFING MATERIAL ON ROOF 8 ROOFING MATERIAL. ON ROOF SHEATHING SHEATHING 8x4.115 ATLAS BRICK FIRE BLOCKING AT 10'-0" O.C. --PREMANUFACTURED TRUSS 2" RIGID INSULATION TAPE INSULATION INSULATION ALL JOINTS 12 8 Y CORRUGATED BAFFLE CORRUGATED BAFFLE v (BEYOND) FT o CORNICE PREMANUFACTURED TRUSS 8.4x 16 ATLAS BRICK &4.16 ATLAS BRICK 2" 6'- 8" INSULATION FT o MASONRY ALUMiNLM FRIEZE FT o­MASONR7Y 2 RIGID INSULATION - TAPE PREMANUFACTURED TRUSS FB 0 SOLD 2' RIGID INSULATION TAPE T ALL JOIN (BEYOND) 113c) 2' ALL JOINTS TOM�SONR]Y T.O. B. 0 MASONRY] FT 0 MASONRY] - 129' -0" 1129'- C" A502 2'-0" T_ CORNICE ALUMINUM FRIEZE (BEYOND 11 28'- 5" &4.16 ATLAS BRICK - ---- --- _4 1 FTO CORNIC7E --- ALUMINUM FRIEZE Ir FT o SOLDER METAL STUDS (BEYOND) 1127'-0" 2" RIGID INSULATION -TAPE ALL JOINTS - ELO. CORNICE 2" G�F.R,C. METAL STUDS T.O. WINDOW F1 0 CORNICE 7E 126'-4" PANEL FT 1) WINDOW 2" G.F.R.C. PANEL 112 5,_8 (BEYOND) 1125'-9" 1125'-8- [B 0 SOLDIER 3 2x BLOCKING HAT CHANNEL T.O. SOLDIER 125'-0*' 35/ 2� BLOCKING r (BEYOND) 11 --HAT CHANNEL ROLLER SHADE ROLLER SHADE VALANCE BOX, STAINED F1 0 WINDOW - - - - — -- FT o NDOW VALANCE BOX, STAINED SHEER DRAPERY 11 22'- 4" 122'-4" SHEER DRAPERY G,FR.C, PANEL - 2" G.F.R.C. PANEL METAL STUDS METAL STUDS M. ALUMINUM WINDOW SYSTEM ALUMINUM WINDOW SYSTEM ALUMINUM WINDOW SYSTEM W/VERTICAL (MUNTINS) AND W/VFRTICAL (MUNTINS) AND W/VERTICAL (MUNTINS) AND HORIZONTAL MULLIONS HORIZONTAL MULLIONS HORIZONTAL MULLIONS ALUMINUM CURTAIN WALL j (2) LAYERS 5/8" GYPSUM SYSTEM W/VERTICAL (MUNTINS) AND HORIZONTAL MULLIONS L_ ' 11 W IND OW 7 FB o WINDO B. WINDOW pi -0- 0" 1117'-0" SEE ROSTRUM FRAMING PLAN - A404 T.O FLOUR T_ FLOOR 7 FT o SLAB 114'-0" 11 - C" 114'-0" f 7 6" CONCRETE ON METAL DECK, 2" G.F.R.C. PANEL SEE STRUCTURAL -- 2" G.F.R.0 PANEL ACOUSTICAL CHANNEL 6' CONCRETE ON METAL DECK, SEE STRUCTURAL 6" CONCRETE ON METAL DECK, SEE STRUCTURAL ACOUSTICAL SUSPENSION HANGER INSULATION INSULATION "�WINDOW T F T_0. WIND 7 108'-4" FT 0 WINDOW ot 11 3 5/8" ME1 AL STUDS - 2" G,F.R.0 PANEL 3 5/8" METAL STUDS 3 5/8" METAL STUDS (2 LAYERS 5/8" GYPSUM FB o _s L L (BEYOND) 1104'-8" (BEYOND) O. 11 4'-8" 8x4x16 ATLAS BRICK (1) LAYER 5/8 GYPSUM '- 23/4 if FT c MASCNRIJ -2 FT 0 MASONRY T.O. ASONRY 1'-2'- TO MASONRY 103' 0" 103 0 3 5/8" METAL STUDS (1) LAYER 5/8" GYPSUM (1) LAYER 5/8" GYPSUM 3x4xI6 ATLAS BRICK SEE ROS7RU M FRAMING PLAN - A404 8.4x16 ATLAS BRICK 8x4x16 ATLAS BRICK - INSULATION [FINISH GRADE] RNISH GRADE FFNISH GRADE� [FINISH GRADE N - x 5" 0 SECTION WALL SECTION WALL SECTION WALL SE CTION 1'—C B 1/2" = 1._0., D 1/2" = 1'-0" p .a sj � -, rill- L�E ) I Tf � N c L FI; A �' E , o' Boc & "rd ui F_ w F_ w Z C.) W c m 3: u j 00 < x K co O W z x 0 Q co F _ "I 0 U 2 IL WO 12 z 0 Project Number Plan Series Property Number: Sh.el Title: WALL SECTIONS Shaer A351 oc "rd ui F_ w F_ w Z C.) W c m 3: u j 00 < x K co O W z x 0 Q co F _ "I 0 U 2 IL WO 12 z 0 Project Number Plan Series Property Number: Sh.el Title: WALL SECTIONS Shaer A351 WALL SECTION 12 ,6 EM AND - - - - - 2" G. F.R.C. PANEL --�- 1 112" RIGID INSULATION - TAPE ALL JOINTS - PAINT' BACK BLACK 8 "x8 °x16" ATLAS BRICK - STA.CK BOND ,LOPE -' -' 4" CONCRETE WALK - SLOPE 1/4" / FOOT - FINISH GRADE FINISH GRADE 1oD' -o" 100' -0" B W ALL D S ECTI ON C WALL SE CTION _ l Ir CJ 1 �I ��CIr 1n= —ROOFING MATERIAL ON ROOF J� SHEATHING ' INSULATION --- CORRUGATED BAFFLE a O — PREMANUFACTURED TRUSS UTG �\ A542 SIM. T.O. MASONRY 1 127 —8' r 1 �6 1 i_0- MASONRY 125' 8" r. - -- ALUMINUM FRIEZE '' -- 8x4x16 ATLAS BRICK — ALUMINUM SOFFIT —+ 3 - -METAL STUDS � �2" G.ERC_ T_0- WINDOW {� PANEL 122 -4" 1 �2" RIGID INSULATION - TAPE V ALL JOINTS — INSULATION 1 � LAYER 5/8" GYPSUM I \♦ — 3 5/8" METAL STUDS 1 E B.O. WINDOW - 8x4x16 ATLAS BRICK d. - �6" CONCRETE ON METAL DECK, SEE STRUCTURAL 125'_8" LAB T.-,_I 11 . 40 ' 1 - - -- ���-- ''- - -- Bx4xl6 ATLAS BRICK - 2" G.F.R.C. - -- PANEL - - SOUND BATTING WHERE FT . WINDOW SPECIFIED ON PLAN L� T.O. WINDOW 108' -4" J — 2" RIGID INSULATION - TAPE - - - 9' -0" SUSPENDED CEILING - SEE CEILING PLAN - INSULATION — ALUMINUM WINDOW SYSTEM W/VERTICAL (MUNTINS) AND HORIZONTAL MULLIONS _J T_0_ MASONRY _ _ D' - - - - - 2" G. F.R.C. PANEL --�- 1 112" RIGID INSULATION - TAPE ALL JOINTS - PAINT' BACK BLACK 8 "x8 °x16" ATLAS BRICK - STA.CK BOND ,LOPE -' -' 4" CONCRETE WALK - SLOPE 1/4" / FOOT - FINISH GRADE FINISH GRADE 1oD' -o" 100' -0" B W ALL D S ECTI ON C WALL SE CTION _ l Ir CJ 1 �I ��CIr 1n= — ROOFING MATERIAL ON ROOF J� SHEATHING J a O 1 S UTG INSULATION kl 12 r r �6 1 — CORRUGATED BAFFLE .A r r t { -- PREMANUFACTURED TRUSS ✓'�?� —+ 3 A542 - SIM. T.O. MASONRY ._..__._ - •.� 29'-D' I \♦ 1 -- ALUMINUM FRIEZE - 8x4x16 ATLAS BRICK B.O. MASONRY 125'_8" --- ---- AWMMUM SOFFIT ���-- ''- - -- Bx4xl6 ATLAS BRICK - -- -- - - 2" G.F.R.C. PANEL _ FT . WINDOW ml 1 1 22'- 4" — 2" RIGID INSULATION - TAPE ALL JOINTS - INSULATION -- METAL STUDS — (1) LAYER 5/8" GYPSUM - -3 5/8' METAL STUDS ° ..- ' - "8 "x8 ° x16" ATLAS BRICK - - RUNNING BOND ALUMINUM WINDOW SYSTEM W /VERTICAL (MUNTINS) AND HORIZONTAL MULLIONS B.O. WINDOW 2 / A5�44� i -� --. / - - - - -- x.u•.-- _'- ...,, T.O. JOIST \ _ _ 113'._2 1/2" 1 - -L -- — I SOFFIT 1 9 - - - - - 2" G. F.R.C. PANEL --�- 1 112" RIGID INSULATION - TAPE ALL JOINTS - PAINT' BACK BLACK 8 "x8 °x16" ATLAS BRICK - STA.CK BOND ,LOPE -' -' 4" CONCRETE WALK - SLOPE 1/4" / FOOT - FINISH GRADE FINISH GRADE 1oD' -o" 100' -0" B W ALL D S ECTI ON C WALL SE CTION _ l Ir CJ 1 �I ��CIr 1n= W W w Z U) U W F- W Y �o W Q = C7 tY m w 00 O w � W W O E h yy 0 U1�4 P4 a C/) w W 4 F� w V � Q m ° w m � o U m Q Q Project Number: Plan Series: Property Number: Sheet Title: WALL SECTIONS Sheet A352 O J� 1 J a O 1 S UTG W W w Z U) U W F- W Y �o W Q = C7 tY m w 00 O w � W W O E h yy 0 U1�4 P4 a C/) w W 4 F� w V � Q m ° w m � o U m Q Q Project Number: Plan Series: Property Number: Sheet Title: WALL SECTIONS Sheet A352 12 �8 1 1 8 2 1 _ 1 1 1 f ti � FIRE BLOCKING AT 10' -0" O.C. ROOFING MATERIAL ON ROOF SHEATHING PREMANUFACTURED TRUSS / INSULATION CORRUGATED BAFFLE 3 42 T.O. MASONRY 1 131 " —� 1 11 I -- STAINED VALANCE BOX BLOCKING AS REOUIRED FOR SHEATHING BLOCKING -- CENTER LIGHT FIXTURE ON SOFFIT 8x4.16 ATLAS BRICK 2" RIGID INSULATION - TAPE ALL JOINTS INSULATION (2) LAYERS 5/8" GYPSUM SEE ROSTRUM FRAMING PLAN - A404 3 5/8" METAL STUDS T SLAB 11 14'- 6" CONCRETE ON METAL DECK, SEE STRUCTURAL ACOUSTICAL CHANNEL ACOUSTICAL SUSPENSION HANGER (1) LAYER 5/8" GYPSUM y � n WALL SECTION ry 1/2 = 1 , _ 0 ". 72 1. 8 ROOFING MATERIAL ON ROOF FINISH GRADE SHEATHING / PREMANUFACTURED TRUSS INSULATION W is Y I,� CORRUGATED BAFFLE ' 1 1 T.O. MASONRY 1 1 131' 0" 1 1 n WALL SECTION ry 1/2 = 1 , _ 0 ". 72 1. 8 ROOFING MATERIAL ON ROOF ./ SHEATHING / PREMANUFACTURED TRUSS INSULATION W is Y I,� CORRUGATED BAFFLE ' 1 1 T.O. MASONRY 1 1 131' 0" 1 1 STAINED VALANCE BOX BLOCKING AS REQUIRED FOR SHEATHING BLOCKING CENTER LIGHT FIXTURE ON SOFFIT 8x4xi6 ATLAS BRICK 2" RIGID INSULATION - TAPE ALL JOINTS INSULATION , ,,—(2) LAYERS 5/8" GYPSUM 3 5/8" METAL STUDS FINISH GRADE 00 -o° @_WALL SECTION /2" = 1 "_0„ q N ti T `% A M DATEC OP:G1J ;-I "GNEO N 'T L. NIELSGtJ ON FLE ? nIIEL�t HOOIL' (4 ASSCC 17 i - dl L W W r It Z rn U xA W H- co Y �o Q t,i a LL >� ! f =^ 0 V/ a R m 2 w 0 O ui t W D w O m CIO o U x PG e xu U v� w WO Z w U O O m W N w ¢ p U c o m o 4� Protect Number. PW Senes. Property Number Sheet Title'. WALL SECTIONS Sheet: A353 1. 1 J3 W is YGF' i - dl L W W r It Z rn U xA W H- co Y �o Q t,i a LL >� ! f =^ 0 V/ a R m 2 w 0 O ui t W D w O m CIO o U x PG e xu U v� w WO Z w U O O m W N w ¢ p U c o m o 4� Protect Number. PW Senes. Property Number Sheet Title'. WALL SECTIONS Sheet: A353 SOUND - -- THRESHOLD SEE DETAIL - /A ENLARGED CLERK 158 240, 241 SIMILAR VISUAL DISPLAY BOARD -- 4 woaK aoou Aa01 141 COUNTERTOP (TYP OF 3) WORK ROOM 141 11 A401 - -SINK SACRAMENT PREPARATION 147 ENLARGED © SACRAMENT PREP 147 PR EP. 224 SIMIL A" DISPLAY BOARD ENLARGED O MATERIALS CENTER 169 D 1/4" = 1. -0" VISUAL - DISPLAY BOARD COPY MACHINE ENLARGED O MATERIALS CENTER 249 ,FIELD V RIFY ADJUSTABLE SHELVES ON SHELF LIGHT - - FIXTURE BRACKETS MOUNTED - -GYPSUM ON WALL BOARD PAINTED __••• - 'SINGLE COMPARTMENT SINK FILLER 1 57 f8" O ELEVATION 6 1/4" - -- GYPSUM BOARD PAINTED .-WINDOW (ONLY IN ROOMS SPECIFIED ON FLOOR PLAN) DRAWER WALL COVERING A BASE O ELEVATION 7 1/4" = 1' -0" GYPSUM BOARD -' PAINTED - - - -> CABIP BASE BOARD, RAIL SEE 2/A502 OVERING A GYPSUM BOARD, v v PAINTED IN 169, 1' 2" ATLAS BRICK IN - *.2 .._ 3 , f 2'_3„ 2 3 „ 2' -3,.' -.._. _. FILLER, - F FILLER 6" WOOD TRIM CHAIR RAIL, 1' STORAGE IN 169 SEE - REMOVABLE CABINET WOOD PANEL 2/A502 A55 -COPY WALL MACHINE ABOVE WOOD COVERING v IN 169 CABINET NOTE: RECESSED 2' 7Y2" WHERE SHOWN ON __. _ PLAN LOCKS AT ALL _ y „ ; ri UPPER A CABINETS 'T Yf 4� �1 Ni GYPSUM BOARD PAINTED li m FILING CABINET - - -' N N.LC. ( ) _ _— �_.. -WALL CHAIR RAIL SEE _.._ % COVERING A DETAIL BASE - - -- _ �1' -10' 4' -1' 4 - Sy2 * MIN _ ._ ELECTRICAL OUTLETS 1 O ELEVATION 1/4" - 1 1 - 0 . ,FIELD V RIFY ADJUSTABLE SHELVES ON SHELF LIGHT - - FIXTURE BRACKETS MOUNTED - -GYPSUM ON WALL BOARD PAINTED __••• - 'SINGLE COMPARTMENT SINK FILLER 1 57 f8" O ELEVATION 6 1/4" - -- GYPSUM BOARD PAINTED .-WINDOW (ONLY IN ROOMS SPECIFIED ON FLOOR PLAN) DRAWER WALL COVERING A BASE O ELEVATION 7 1/4" = 1' -0" GYPSUM BOARD -' PAINTED - - - -> CABIP BASE BOARD, RAIL SEE 2/A502 OVERING A GYPSUM BOARD, v v PAINTED IN 169, 11 ATLAS BRICK IN - A551 249 BOOK CHAIR RAIL, 1' STORAGE IN 169 SEE - REMOVABLE CABINET DETAIL 16 DVIDERS 2/A502 A55 -COPY WALL MACHINE o COVERING v IN 169 BASE - NOTE: RECESSED 2' 7Y2" WHERE SHOWN ON __. _ PLAN 10 ELEVATION 3 A55 GYPSUM BOARD-. PAINTED Q LOCKS (IN - 140 ONLY) .. HANDL - 1,� TYPICAL WT j CABINET DEPTH = 1' -4" FILLER e 2 3 J'fILLER CABINET ELEVATIONS ROOM 11 13 ' ® © 561 1 J 1 /4" 1'-0" per - OUTLETS O ELEVATION 2 1/4" = 1' -0 6" WOOD TRIM WOOD PANEL ABOVE CABINET REMOVABLE -- DIVIDERS ADJUSTABLE -- SHELVES (TYP.) 11 ELEVATION 1/4" _ -0" 3 A551 6" WOOD TRIM - WOOD PANEL ABOVE CABINET - - - -..- HANDLES TYPICAL 4 _ CABINET DEPTH = 2' 0" FILLER r 3 0 y FILLER GYPSUM BOAT PAINTED CHAIR RAIL, TO DETAIL 2/A502 WALL CO`✓ERI BASE CABINET ELEVATIONS n ROOM (215 © 228 UJ 1/ - 1 . 13 " I N ' 12 > 55 Q o ' N * _ i ELECTRICAL OUTLETS O ELEVATION CHAIR SEE C _ /A- WALL COVEF BASE 6" WOOD TRIM WOOD PANEL. ABOVE CABINET GYPSUM BOARD PAINTED -CHAIR RAIL SEE DETAIL 2/A502 BASE O ELEVATION 9 1/4" = 1' -0" 6" WOOD TRIM WOOD TRIM ABOVE CABINET - ADJUSTABLE SHELVES (TYP) 6' WOOD TRIM - 6" WOOD TRIM - WOOD PANEL. -- WOOD PANEL ABOVE CABINET - ABOVE CABINET .... .. LOCKS TYPICAL i.., ..., ..,.a LOCKS TYPICAL .... . .. .... HANDLES ` tI" LI t�„ HANDLES - TYPICAL "( .I TYPICAL CABINET - CABINET - -- DEPTH 2'-0" DEPTH = 2­0" � a FILLER r 3'-0" 3'-0" �,. 3'-10" FILLER FIL FILLER ;i 3' -0' 3' -0" FILLER CABINET ELEVATION 13 ROOM 6" WOOD TRIM WOOD PANEL - ABOVE CABIN ET t— HANDLES -.. -... •II TYPICAL CABINET -___ -. .... ..:. ....... ^, DEPTH = 2' -0" F 3'_0^ 3' 0^ F 3' p - FILLER FILLER - -- -- - CABINET ELEVATIONS U ROOM � / 1/4" = V 13 5 55 55 FILLERr -. -2 3 " 10" { _2', 3 - 2' 3" 2' -3' - - - »- FILLER N ° LATERAL - -- FILE ° DRAWERS WITH LOCKS GYPS] BOAR[ PAINT] I 3 8" 2 -11 ;'-10" "ELECTRICAL ELECTRICAL MIN OUTLETS OUTLETS O ELEVATION t} 1/4" = 1' -0., 3" MAX. I ' -NOTE: PROVIDE 5 SHELVES I - _ - 3/4" ADJUSTABLE :I SHELVES WITH PROTECTIVE EDGES (TYP) - _ - 72" ADJUSTABLE - STANDARDS MOUNTED TO STUDS MAX. 3' -0" i= SPACING ALL SHELVES TO I BE 2' -0" DEEP VARIES F_. (FIELD MEASURE) r (�- FLOOR LINE O ELEVATION s , i z r � � t a; 1'S6CI E r S YN a °J O 1 S Y GF' w w z Li U w� w Y Mo Q LLI Q L > � Q j Q X +-+ 2 ww O R 1 w Z) O m � U W CABINET ELEVATIONS N C � ROOM 133 152 1' 1/4} - 1'- 211 X231 ° o U x a xU a U VJH H �D a Cn w W o z j I v "§ w w a: o -._. �_.c% O o � Project Number: Plao Senes: Property Number: Sheet Title: ENLARGED PLANS AND INTERIOR ELEVATIONS Sneer: a4o� SEE DETAIL 2'76' 2' -8 _ f y O ELEVATION 8 1 / 4 = l NOTCH COUNTER TO T O H FIT SNUG AROUND DOOR FRAMES AT OOORS 3 40 SERVING o� v ROOM I 105 �.I 14' -2)/2 VISUAL FILLER - LAMINATE COUNTERTOP - -BABY CHANGING STATION ____ -- -EDGE STRIP —— T FILLER WALL MOUNTED - � 3 0 � 3 -0 3' -0" z 3' 0" 2' 9" ERAMIC Ii SERVING T 6 WOOD 10 8 7 2' -0 X 5' -U' - MIRROR d � 12 < <_I- InX 5 0" DIAL_ CLEAR ABOVE CABINET ` _ c ROOM � 1 TRIM CERAMIC TILE - - 55 55 55 ; , ., . ,• FILLER -�'� _ h 2 9 - 14FILLER BABY CHANGING i `. •• GYPSUM BOARD, BOARD,' WOOD PANEL ABOVE - PAINTED ` -- - - - " - 6' WOOD TRIM GYPSUM GYPSUM - -- BOARD, PAINTED - -FIRE GYPSI BOARI PAINT EXTINGUISHER Hl - TAN RGE RANGE A TOILET __.- _.... -LOCK COMPARTMENTS ..- VISUAL PAINTED ST, �I 6 130 CABINET - r - - -- SHELF ' _ 1,-113 4 ._._ _•____ ....._, ' `_� _ ,� •, 1 . BOARD, PAINTED - FILLER 17 ENLARGED WOMEN/ c-) MOTHERS ROOM 130 131 DISPLAY BOARD 17 55 LOCK "` _ ••• '< �•, - -REF. DOUBLE — SINK 55 REF. WALL MOUNTED -`,.� 1B 55 (N.LC.) -LOCK FIRE EXTINGUISHER RANGE RANGE ,.•11 t BASE \ , _ BASE 2' 0' S' 0." 1 9 1' -11Y4^ 3/4' i___ a � ' ' 1' -1' -11 3'1' 9r 6'* " 3 6 3 6" �_- MIN. 1 1 13 ,. _ �4 —� 2� - -6" 3 ' - - 6 f -6 1 -s- 7'- t 13 � - -_ �4 _Mit_ ^r" - ., w FILLER: xr - FILLER ,F- FILLER' __. __.. -FIRE EXTINGUISHER FILLER FILLER _ ELEVATION 1 1/4 = 1' -0" ELEVATION 1/4" 1' O ELEVATION 1/4" = 1' -0 ENLARGED = -0" SERVING ROOM 171 A 1/4.. = V -0,. 55 6 NOTCH COUNTER TO T O H FIT SNUG AROUND DOOR FRAMES AT OOORS 3 40 SERVING o� v ROOM I 105 �.I 14' -2)/2 VISUAL FILLER - LAMINATE COUNTERTOP - -BABY CHANGING STATION - - -- -EDGE STRIP —— T FILLER WALL MOUNTED - � 3 0 � 3 -0 3' -0" z 3' 0" 2' 9" ERAMIC WOOD PANEL 6 WOOD :AIL SEE 2' -0 X 5' -U' - MIRROR d � 12 < <_I- InX 5 0" DIAL_ CLEAR ABOVE CABINET ` _ c TRIM CERAMIC TILE - - I I 10 " -11Y2 q ; , ., . ,• GYPSUM -- BABY CHANGING i `. •• BOARD,' 'o PAINTED I' - -FIRE r EXTINGUISHER ^`- - TAN RGE RANGE A TOILET __.- _.... -LOCK COMPARTMENTS CHA X 5-0 MIRROR. t 5 -8 -- 10 8.._ �" v� 8 uornERi ST, �I 6 130 ' 5'-D' DIA CLEAR - -METAL 40 r - - -- SHELF 1,-113 4 ._._ _•____ PAVER TILE BASE -- 1' -9 "- 5 0" -tr �— -- -6` 2' -10' f- - -- 1' 5 ". � �✓. FILLER, - FILLER O ELEVATION 1/4 .. = 1, -O,. DISPLAY BOARD WALL MOUNTED FIRE EXTINGUISHER - LAMINATE COUNTERTOP - -BABY CHANGING STATION - - -- -EDGE STRIP —— T ENLARGED WALL MOUNTED - SERVING ROOM 105 LIGHT © ERAMIC -- - EDGE STRIP ACCENT :AIL SEE 2' -0 X 5' -U' - MIRROR d � 12 < <_I- InX 5 0" DIAL_ CLEAR 1 21 _ c CERAMIC TILE -� - - r I I 10 " -11Y2 q A551 Z BABY CHANGING STATION r CHA X 5-0 MIRROR. t 5 -8 -- 10 8.._ �" v� 8 uornERi ST, �I 6 130 ' 5'-D' DIA CLEAR - -METAL 40 r - - -- SHELF 131 I d 1 ` GRAB BARS i I 3' 2Y4 ENLARGED WOMEN/ c-) MOTHERS ROOM 130 131 z METAL SHELF - -- 4 - LAMINATE COUNTERTOP - -BABY CHANGING STATION BOARD, —— T v WALL MOUNTED - 1ANGING LIGHT I ACCENT TILE --- Y ; (N N :AIL SEE 2' -0 X 5' -U' - MIRROR d � 12 < <_I- InX 5 0" DIAL_ CLEAR 1 r J _ c CERAMIC TILE -� - - r I I 10 " -11Y2 q IN O ELEVATION 8 1/4 .. _ 1 . -0 ., 1 ,_ 0 „ - GYPSUM BOARD, PAINTED ELEVATION 6 1/4 = 1,-0.. UM BOARD, ED 2 RAIL, R TO L 11/A502 RING A GYPSUM PAINTED CERAMIC ACCENT T CERAMIC TILE TOILET COMPARTMEN IRTMENTS TILE PAVER TILE BASE CHANGING STATION - PAVER TILE BASE ELEVATION q 1/4' = 1. -0„ GYPSUM BOARD, PAINTED -- ACCENT TILE 121A URINAL SCREEN 23 ' A55 TYP. N 1 o ELEVATION Q CERAMIC TILE ACCENT TILE WALL _. MOUNTED SINKS o 13 ELEVATION 1/4 — 1' -0" 121 it " -- - GRAB BARS EDGE STRIP -- I' ICI NOTE; Iti 1 I VERIFY LOCATION OF LAVATORY I - CARRIERS WITH WALL STUDS CARRIERS TO MOUNT DIRECTLY EDGE STRIP - I TO CONCRETE FLOOR GYPSUM BOARD, GYPSUM BOARD, PAINTED GRAB BARS PAINTED p wl I o rmueN -. { 1�1 - .. - CERAMIC CERAMIC ACCENT TILE u GRAB BARS -� TILE 1 ! ACCENT i WALL 24" X38' TILE 1146 MOUNTED SINK MIRROR z , GRAB.... _ 2' -0" X 5' -0' o �, A402 MOUNTED L BARS 9 MIRROR 5 0" DA CLEAR /12\ - 14 SINK - W oPp. THRESHOLD Iii BASE 23 BASER TILE - METAL SHELF t om" a I MARBLE A55 TYP. @ r LAMINATE COUNTERTOP BABY C HANGING ENLARGED o ELEVATION O ELEVATION ENLARGED STATION 15 ,/4., _ ,_0„ 16 1/4„ _ ,'_0„ 1 \/EE's) RESTROOM PLAN 121 122 o TOILET ROOM 146 GYPSUM BOAT PAINTED GRAB BARS ILl BASE ELEVATION 14 1/4 = 1' -0 O. � v Ce; c: a 4 � s Rc S Q L L Celr NFIL, er I I L ON F 6011 Y , T> 0 GYPSUM BOARD - , BOARD, PAINTED v WALL MOUNTED - 1ANGING LIGHT ACCENT TILE --- 24 "X38" MIRROR :AIL SEE ? /A502 -. )VERING A _ c CERAMIC TILE -� - - r CERAMIC TILE TOILET COMPARTMEN IRTMENTS TILE PAVER TILE BASE CHANGING STATION - PAVER TILE BASE ELEVATION q 1/4' = 1. -0„ GYPSUM BOARD, PAINTED -- ACCENT TILE 121A URINAL SCREEN 23 ' A55 TYP. N 1 o ELEVATION Q CERAMIC TILE ACCENT TILE WALL _. MOUNTED SINKS o 13 ELEVATION 1/4 — 1' -0" 121 it " -- - GRAB BARS EDGE STRIP -- I' ICI NOTE; Iti 1 I VERIFY LOCATION OF LAVATORY I - CARRIERS WITH WALL STUDS CARRIERS TO MOUNT DIRECTLY EDGE STRIP - I TO CONCRETE FLOOR GYPSUM BOARD, GYPSUM BOARD, PAINTED GRAB BARS PAINTED p wl I o rmueN -. { 1�1 - .. - CERAMIC CERAMIC ACCENT TILE u GRAB BARS -� TILE 1 ! ACCENT i WALL 24" X38' TILE 1146 MOUNTED SINK MIRROR z , GRAB.... _ 2' -0" X 5' -0' o �, A402 MOUNTED L BARS 9 MIRROR 5 0" DA CLEAR /12\ - 14 SINK - W oPp. THRESHOLD Iii BASE 23 BASER TILE - METAL SHELF t om" a I MARBLE A55 TYP. @ r LAMINATE COUNTERTOP BABY C HANGING ENLARGED o ELEVATION O ELEVATION ENLARGED STATION 15 ,/4., _ ,_0„ 16 1/4„ _ ,'_0„ 1 \/EE's) RESTROOM PLAN 121 122 o TOILET ROOM 146 GYPSUM BOAT PAINTED GRAB BARS ILl BASE ELEVATION 14 1/4 = 1' -0 O. � v Ce; c: a 4 � s Rc S Q L L Celr NFIL, er I I L ON F 6011 Y , T> 0 �J� v K LL is V YG w W W F— ILL] Z U W� M W Y W W O r = C7 v/ G ll� m 4— 2 Lu 0 O W M D m W L) z o xxy a U 0 U F H�a W � F w j o m ° w m p ym IC ❑ � a 0 Q m Project Number Plan Senee, Property Number: Sheet Title: ENLARGED PLANS AND INTERIOR ELEVATIONS Sheet: A402 MIRROR PARTITION 7 O ELEVATION 1/4 .. = 1 , -0 ., - VATION * ELEVATION 9 1/4,. = 1._0,. FAI WALL - -- _ MOUNTED SINK } - GYPSUM BOARD WALL MOUNTED GYPSUM BOARD, 24" X36' MIRROR PAINTED SINK PAINTED E - - WALL MOUNTED SINK CERAMIC TILE ' CERAMIC TILE CERAMIC TILE _ 10tLE1 403 �i Y __ -PAVER TILE a ,32 I 3 < `v ..I BASE -PAVER TILE BASE 403 23 TYP- PAVER TILE BASE A55 - -' �-- - EDGE STRIP- I ,L O ELEVATION O ELEVATION O ELEVATION 1/4" = 1 ,_ 0 " � 1/4 _ 1, 0 . , 3 1/4 = 1 0" ENLARGED TODDLER O TOILET ROOM 32 T R 212 OPPOSITE EDGE STRIP -- i { 7 _ 1 - BABY I: 7 9 CHANGING i' V r 4 - STATION {, 5'-C DIA. CLEAR EN 4 MIRRO R X 5' -0 c r ° e M 232 - MIRR 4 { MEN'S O B RESTROOM 232 1 /4" _ l . D .. 2 ,_ 0 " X 5' MIRROR EDGE STRIP - - -- WOMEN'S /� RESTROOM 213 A C J 1/4" = 1'_O" �I il ]I c EDGE STRIP 4C T i I o y 11 . Z p ENLARGED TOILET ROOM 170 CERAMIC TOILET -- COMPARTM PAVER TILE BASE -- URINAL SCREEN I f ELEVATION CERAMIC TILE ENT TILE ACCENT TILE 21 A551 PAVE GYPSUM BOARD, PAINTED ACCENT TILE 21 A551 ET APARTMENTS BA.E CHANGIh STATIC BASE Q 7 ELEVATION 1/4 = 1'-0.. PAINTED GYPSUM BOARD HAIR RAIL, DETAIL 2/A502 WALL )OVERING A VINDOW, REFER 0 SCHEDULE CERAMIC TILE ILE BASE CERAM ACCEN GRAB ;ING N TILE ELEVATION 8 1/4 = l'-O" CeL � P R r �r L . SCT T J E >JI ., DI r & ' o P y oN �i 2 Q 4 GYPSUM BOARD, 1 S YG F' PAINTED CERAMIC TILE _ . _ _ -- CERAMIIE CERAMIC TILE - 24" X 34" MIRROR - _ - 36" CUSTODIAL y _ ,, UTILITY SHELF '_- - ACCENT ACCENT TILE -WALL - 60" HIGH CERAMIC TILE , MOUNTED ..�;.... - TILE BACKSPLASH BABY GRAB BARS SINK o ON 2 WALLS CHANGING � - - -- - WALL STATION MOUNTED SERVICE �� SINK - o N BASIN N AVER TILE PAVER TILE PAVER TILE A55 TYP. B ASE BASE BASE ELEVATION O iE ELEVATION 1/4" 1/4" _ 1 ._ 0 ,. 11 ELEVATION 1/4 ., _ 1 , 0 .. ELEVATION 1 2 1/4 _ V-0­ 1/4„ = 1,_0.. - BABY CHANGING PAPER TOWEL STATION : DISPENSER 54" MIN. CERAMIC TILE 42" ,2_' NOT SHOWN _ X 39" 41" FOR CLARITY ' z 36" GRAB BAR l TOILET PAPER DISPENSER ' 36' MAX, y TYPICAL ACCESSORY MOUNTING LOCATION PAINTED GYPSUM BOARD HAIR RAIL, DETAIL 2/A502 WALL )OVERING A VINDOW, REFER 0 SCHEDULE CERAMIC TILE ILE BASE CERAM ACCEN GRAB ;ING N TILE ELEVATION 8 1/4 = l'-O" CeL � P R r �r L . SCT T J E >JI ., DI r & ' w W z !n U W° w Y m0 Q W � O vJ q j EY m --+ W 4 O ui t W O m U h h o 15 a d �U Q x a U I V� w WO W C) N K 10 r v o 0 Project Number Plan Series Property Number Sheet Title: ENLARGED PLANS AND INTERIOR ELEVATIONS Sheet: A403 Q ELEVATION O ELEVATION 6 1 / 4 " _ 1' O" o P y oN �i 2 Q 4 1 S YG F' w W z !n U W° w Y m0 Q W � O vJ q j EY m --+ W 4 O ui t W O m U h h o 15 a d �U Q x a U I V� w WO W C) N K 10 r v o 0 Project Number Plan Series Property Number Sheet Title: ENLARGED PLANS AND INTERIOR ELEVATIONS Sheet: A403 Q ELEVATION O ELEVATION 6 1 / 4 " _ 1' O" - - - - -- - -- RECESS IN FLOOR WITH SUCTION BOX FOR ORGAN POWER - -- CONDUIT STUB SEE ELECTRICAL 1 A405 O ENLARGED ROSTRUM 149 © ROSTRUM FRAMING PLAN 22 OPPOS M OPPOS GYPSUM BOARD - -- GYPSUM BOARD CARPET BASE SEE DETAIL -/A-.- -4" METAL BLOCKING - '(2) LAYERS 3/4' SHEATHING (2) LAYERS 3/4" SHEATHING rI I� .. CARPET BASE SEE DETAIL 6/A502 - 8" "C' JOISTS ® 16" O.0 9 { (2) LAYERS 3/4" SHEATHING 8" "C" JOISTS a 16" O C I - 8' C' JOISTS ® 16" QC. (2) LAYERS 3/4" SHEATHING J I ' I — -- I II it I I II I - 4" METAL FRAMING ® 16" O.C. ��,) \! STAIR SECTION - 4' METAL FRAMING (TYP.) SECTION \'./ 1 1/2" = 1 . 0" 1 112" = 1'-0- 14'-0" - - - 8` METAL "C" JOIST RAMP D SECTION 0111110 - - 4" METAL STUDS 16" O.C. (TYP.) o ROSTRUM SECTION _ 7 I 2 I i` LINE OF SOFFIT (BEYOND) 1 A4 LJ o I 2' x 4' ARCHITECTURAL GRILLE 1 I 1 72 _ - '(2) LAYERS 3/4" SHEATHING 8" METAL STUDS @ 16" O.C. L 1 7 zz ~ 3, �A TED CIIIS ', NED N'! T L ,h FILL 4 N,LSLI HIC5 & O 1j� P �C/ Z tO a i d - -- -- STAINED WOOD r'1 © S �G OPENING FOR LINE ARRAY SPE N LINE OF SOFFIT { {, i -" f - GRILLE FABRIC I 6 11 " � p GRILLE - 1' 0" o _... -..._. HANDRAIL , _I o I n II I -+ -- CONTROL PEDESTAL "J" BOX ELEVATION 101' -8 1/4" 2 _ g3�8 3 0 "3 D ,.3 0 ' 3 ( -1 - _ __ -•= ELECTRICAL OUTLET 1 Itv ELEVATION 2'-2 1/2" 10- ' 4 `N '^ r1 - .___ { 3' -11 __ -- 3' -0 :: -: -.• o - -__ 11' 2" - _.. _. ... -- _ SOUND JUCTION _ BOX ELEVATION I I � :', I ELEVATION 102' 11 3/4" I' • -__ ___ __ L O n ROSTRUM __- `- ELEVATION ELEVATI rro, 149 � 11 0 I, ' a } ' t - HANDRAIL RAMP UP 1 A405 O ENLARGED ROSTRUM 149 © ROSTRUM FRAMING PLAN 22 OPPOS M OPPOS GYPSUM BOARD - -- GYPSUM BOARD CARPET BASE SEE DETAIL -/A-.- -4" METAL BLOCKING - '(2) LAYERS 3/4' SHEATHING (2) LAYERS 3/4" SHEATHING rI I� .. CARPET BASE SEE DETAIL 6/A502 - 8" "C' JOISTS ® 16" O.0 9 { (2) LAYERS 3/4" SHEATHING 8" "C" JOISTS a 16" O C I - 8' C' JOISTS ® 16" QC. (2) LAYERS 3/4" SHEATHING J I ' I — -- I II it I I II I - 4" METAL FRAMING ® 16" O.C. ��,) \! STAIR SECTION - 4' METAL FRAMING (TYP.) SECTION \'./ 1 1/2" = 1 . 0" 1 112" = 1'-0- 14'-0" - - - 8` METAL "C" JOIST RAMP D SECTION 0111110 - - 4" METAL STUDS 16" O.C. (TYP.) o ROSTRUM SECTION _ 7 I 2 I i` LINE OF SOFFIT (BEYOND) 1 A4 LJ o I 2' x 4' ARCHITECTURAL GRILLE 1 I 1 72 _ - '(2) LAYERS 3/4" SHEATHING 8" METAL STUDS @ 16" O.C. L 1 7 zz ~ 3, �A TED CIIIS ', NED N'! T L ,h FILL 4 N,LSLI HIC5 & w LU F_ UJ z U W° W �ob Y at O WQ ) O ��t�t Q C7 v! Q w 4- �w CO `o i Z D K m z � � h Z5 U (( ro U Q x a a. H � a Ce) w Wo s I o m to N t CIA O 0 Project Number: Plan Series Property Number._ . Sheet Title: ENLARGED ROSTRUM Sheet: A404 v z a z U Q M I � , 3'2 12 9Y4 -: �,� 3y2" 2- 1 4' 4 . 4 1 1 1 z_ z_ z z z z '.. Z z z z z w W W ° = a a a M I PROJECTION SCREEN BEYOND STAINED WOOD CORNICE O 1j� P �C/ Z tO a i d - -- -- STAINED WOOD r'1 © S �G w LU F_ UJ z U W° W �ob Y at O WQ ) O ��t�t Q C7 v! Q w 4- �w CO `o i Z D K m z � � h Z5 U (( ro U Q x a a. H � a Ce) w Wo s I o m to N t CIA O 0 Project Number: Plan Series Property Number._ . Sheet Title: ENLARGED ROSTRUM Sheet: A404 v z a z U Q M I � , 3'2 12 9Y4 -: �,� 3y2" 2- 1 4' 4 . 4 1 1 1 z_ z_ z z z z '.. Z z z z z w W W ° = a a a M I PROJECTION SCREEN BEYOND STAINED WOOD CORNICE NOT TO PAINTER: - MAIN PAINT COLOR OV ROSTRUM WALL SHALL BE "SHERWIN WILLIAMS FW7008 "ALAB STER" ELEVATION ACCENT PANEL INLAYS SHALL ABE COLOR "SHERWIN WILLIAMS FW7011 NATU CHOICE" q 1/4^ = V -0 ,. - -- WOOD SHEATHING (ALL FOUR SIDES) N.T.S ,_ LAYERS___ -- ._... CONTINUOUS -- 3/4" SHEATHING - CHANNEL 8" METAL -- -- o" STUD FRAMING ELECTRICAL - OUTLET BOX -�� - I - -_ Lit SUB FLOOR "C" JOISTS (SIZE SHEATHING VARIES DEPENDING FRAMING MEMBER AT FIRE-BLOCKING ON LOCATION) CENTER OF RECESS FOR J -BOXES AS REQUIRED - - -- GRILLE FABRIC .- f I SEE 4/A405 FRAMING - -- -- STAINED WOOD r'1 © ELEVATION 1/2" = 1 , -0 " OPENING FOR LINE ARRAY SPE LINE OF SOFFIT { {, (BEYOND) -" f - GRILLE FABRIC �'. 2' x 4' ARCHITECTURAL p GRILLE NOT TO PAINTER: - MAIN PAINT COLOR OV ROSTRUM WALL SHALL BE "SHERWIN WILLIAMS FW7008 "ALAB STER" ELEVATION ACCENT PANEL INLAYS SHALL ABE COLOR "SHERWIN WILLIAMS FW7011 NATU CHOICE" q 1/4^ = V -0 ,. - -- WOOD SHEATHING (ALL FOUR SIDES) N.T.S ,_ LAYERS___ -- ._... CONTINUOUS -- 3/4" SHEATHING - CHANNEL 8" METAL -- -- o" STUD FRAMING ELECTRICAL - OUTLET BOX -�� - I - -_ Lit SUB FLOOR "C" JOISTS (SIZE SHEATHING VARIES DEPENDING FRAMING MEMBER AT FIRE-BLOCKING ON LOCATION) CENTER OF RECESS FOR J -BOXES AS REQUIRED - -- 4" METAL STUDS ELECTRICAL ® 16" 0/C JUNCTION BOX -_ FLOOR LINE -- - -4' STEEL NOT USED FRAMING 5 SECTI © ELEVATION 1/2" = 1 , -0 " `- 4" METAL FRAMING Cm 16" O.C. - 2X6 WOOD JOISTS @ 16" O.C. TRIMMED TO MATCH SLOPE OF RAMP- NOT TO PAINTER: MAIN PAINT COLOR OV ROSTRUM WALL SHALL BE "SHERWIN WILLIAMS FW7008 "ALABASTER" ALL ACCENT PANEL INLAYS SHALL ABE COLOR "SHERWIN WILLIAMS FW7011 NATURAL CHOICE" 6" ELEVATION A /A. = 1 ._ 0 ,. CONTIUOUS LIGHT COVE - -- _ -.. -_ ph ° I �I II ACCESS HATCH SEE 13/A502 - / l n i; of I j� / l II ii ?. 1 5/8' GYPSUM BOARD O' WOOD TRIM SEE 9/A405 - gI a 5/e" GYPSUM BOARD - - -- SPEAKER SEE SOUND DRAWING FOR SIZE ...__ 3 5/8' METAL STUDS - -(2) 5/8" GYPSUM BOARD --- .- ..._. -... 5/8° GYPSUM BOARD O DETAIL (2) 3/4' PLYWOOD 3 5/8' METAL STUD y ♦ q (2) 5,/8' GYPSUM BOARD 1 3 5/8" METAL STUD (2) 3/4' PLYWOOD - (2) 5/8 GYPSUM BOARD L ED_ LIGHT SEE ELES 3' FJj WOOD TRIM SEE 8 /A405 DETAIL O DETAIL (2) 3/4' PLYWOOD 3 5/8' METAL STUD 3/4" PLYWOOD -- 5/8" GYPSUM BOARD - -5/8" GYPSUM BOARD — OPENING FOR SPEAKER 1/2" m -. — iz'rrTZnz, D FABIC OVER SPEAKE DETAIL —(2) 3/4' PLYWOOD 0 ,y DETAIL 8 METAL JOIST (2) 5/8' GYPSUM BI 3 >, 25/8" GYPSUM BOARD -3 5/8" METAL STUD 10 DETAIL O DETAIL - - -- - - (2) 5/8' GYPSUM BOARD WOOD TRIM SEE 8/A405 (3) 3/4" PI 3 5/8' MET' (2) 5/8 GYPSUM Ii �I -- L.E.D. LIGHT SEE EtEC, WOOD TRIM SEE 8/005 BIM, U DETAIL J Z 4> w� ti C Ia U11E:i C UNAL', III B'Y SC9T7 L nIi FLSON OK HLE NIEU01 36L'!LY & .TE 1O 1j 0 4 � � 1S y �GE w W jj F_ z LIJ 0 U W W W Y �o a Uj Q < m M� w W O t W M � O W F C/� y O � G G (L x v�W � H Fla cr, w wo z W 0 m O W K Q d 0 O Q g Project Number. Plan S.r.: - - Property Number: - - - Sheet Title: ENLARGED ROSTRUM DETAILS Sheet A405 /_6.. WALL BEYOND EQUAL [W/ NAILS AT EA CH END I 2.6 OF STUD J 2 1/4� - ADD 2x6 AT END OF (2) LAYERS - - WALL TYPE S37 2 SUBFLOOR (TYP) METAL STUD BLOCKING - WRAP CARPET OVER f - � (2) LAYERS ,� 2x4 WALL FACE ED Of PLYWOOD SUBfL00R - -1/2" PLYWOOD q ( , GE AND TACK ON (TYPICAL) BOARD UNDER SIDE _ -_ '. WOOD TRIM -_. -- -._ - - 6' METAL STUDS AT 12" 0Q 6.. MATAl2S�C� - _ - - 5/8" GYPSUM BOARD _ I 4 1 2" PLYWOOD 1/2" PLYWOOD -'--" L--. _- / T '.r METAL STUDS i METAL ANCHOR BOLT 1/2" ANCHO STUDS O.C. -- -- 3/4" - O a IF m VARIES 3 /4" PLYWOOD 2x6 NAILER 1/2'" R BOLT 2x8 (CUT TO -' I STAIR ® 32 "' O/C ® 32" 0/C 6 1/4') NAIL W/ i HARDWOOD ° tOd AT 12" O. C- 67 �'�, Y TRIM ) r a _.- 3 / METAL STUD WALL CE HARDWOOD - / > — �,=� � - �� - FACED PANEL PRODUCT r -.�,• �'�'�I i __. ___.__— y r -END OF WALL �J 2 1/2° x 2 1/2" x 1/4 21 / a - 11 2 STEEL ANGLE W/ (3) <3 1/2" x 3 1/2" x 1/4" , . 3/8 "DIA. x 2 3/4" i " x 2" 0" GUIDE TRACK W 1/2 "DIA EXPANSION BOLT LAG SCREWS j - 6 /A407 AT 4' -0 1 2 O.C. AT CENTER- WOOD DOOR - -- - -' / -� -_ -- LINE OF EACH BAY SECTION DETAIL 3/4 SECTION 2 0 , 1 / z" _ - I 1 -0 ! 1 t I 5' 5 O 3/4 ". - -U .. BASE 3^ 4� WOOD NOSING - -- AND TRIM cr I / t � 3/4 -f *fi 41/4" 2 1/2 2 1/2" x 1/4" STEEL ANGLE W/ (3) 3/8 "DIA, x 2 3/4" LAG I'- SCREWS 2 1/4" r�1 1/2" - f A ® DETAIL (2) LAYERS SUBFLOOR (TYP.) (2) 6" METAL STUDS BOX BEAM 2x8 NAILER (CUT TO FIT) i/2" PLYWOOD HARDWOOD TRIM 2x6 NAILER BEYOND END OF WALL DOOR JAMB SEE 6/A407 WOOD DOOR O DETAIL WOOD TRIM (2) 6' METAL STUD BOXo, BASE 11 7 0 T NAILED TO 2.1 WALL _ W /1 6d AT 8" G C A4 (3) 3/8 "DIA. x 2 3/4 " -� - METAL PAN LAG SCREWS BEAM � i WELD - 1 314" WOOD DOOR -' M < METAL /— BRACING I_ TO ANGLE +H� END OF WALL BELOW IISTEEL STAIR S m 4 2" x 2' x 1/4' n i 6 4 -7" (5 TREADS AT 11 ") 0 3/4" PLYWOOD 1� - -_----- METAL STUDS —BASE - _ — AT 16" O C. a 1cr AI L eL ex 1/2" = 1' -0" METAL ( 2 6" METAL STUDS ) - _ __ STUDS BOX BEAM (6' -0" LONG it ,° 5 MIN. i A40 I i MO.0 ETAL STUDS AT I h 17'-7Y2" 1 i 11 kI —3 1/2 "x 3 1/2 "x 1/4 "x 17' 1 G (2) 6" METAL STL BOX BEAM (6-0" (2) 6" METAL STUD LONG MIN.) ANCH( BOX BEAM BELOW TO TOP OF WALL (4) SIMPSON A35F EQUAL [W/ 8d x 1/2 " NAILS, TIP" 5 PLACES OVERLAP FRAMING DOUBLE 6" METAL STUDS BETWEEN E METAL BOX BEAM: (2) 6" METAL STUC BEAM 1/2" PLYWOOD 2.8 (CUT TO 5 3/4") - - -, BASE 11 7 0 T NAILED TO 2.1 WALL _ W /1 6d AT 8" G C ',CONC. FILLED (3) 3/8 "DIA. x 2 3/4 " -� - METAL PAN LAG SCREWS /q WELD - 1 314" WOOD DOOR -' M < W/ HINGE ATTACHED r TO ANGLE +H� ON 5/8" IISTEEL STAIR S m 4 2" x 2' x 1/4' STEEL ANGLE (ANCHOR HINGE TO ANGLE) METAL STUDS 12" 0, C, 2 1/2" x 2 1/2" x 1/4" STEEL ANGLE PAINT RECESS AREA FLAT BLACK © DETAIL STAIR - - �_! D• 16 5 - -METAL HANDRAIL WITH BRACKETS Y. WALL SHEATHING -- METAL STUDS CUT DOWN 2x6 - - -- AT 16" QC. ANCHORED - 112" PLYWOOD TO STUD WALL , 2 112" x 2 112" x - -- = (3) 6" METAL STUDS 1/4" STEEL ANGLE G (3) 3/8 "DIA x 2 3/4" , LAG SCREWS lyj l WELD l� 1 3/4" WOOD DOOR 1 n 2 - ; 1/2" PLYWOOD 2" x 2' x 1/4 - - -._.. 3 1/4" STEEL ANGLE - -- HARDWOOD TRIM (ANCHOR HINGE TO ANGLE) -- - �--- WRAP CARPET OVER FACE OF PLYWOOD EDGE AND TACK ON UNDER SIDE - SEE F /A6.3 DETAIL O PLATFORM FRAMING PLAN BLOCKING (TYPICAL) ENLARGED PLATFORM PLAN W L W r x Z U wA to W Y 'SO G Q o r E— VJ R m �-+ 2 Lu 0 O W K O m z w z 0 0 U x Q U d V W H f-' � W � H� z w U 0 0 m. o� Project Number'. Plan Series: Property Number: Sheet Title: ENLARGED PLATFORM PLAN AND DETAILS Sheet: A406 BASE 11 7 0 T U _ a f ',CONC. FILLED � - METAL PAN z (2) LAYERS /q ° SUBFLOOR ON 6" F METAL STUDS AT M < r M � WALL SHEATHING — w A __ -- � %� ON 5/8" IISTEEL STAIR S m 4 ° OARD GYPSUM B n i 6 4 -7" (5 TREADS AT 11 ") 0 3/4" PLYWOOD 1� - -_----- METAL STUDS —BASE AT 16" O C. a STAIR SECTION ® 1/2" = 1' -0" WALL SHEATHING -- METAL STUDS CUT DOWN 2x6 - - -- AT 16" QC. ANCHORED - 112" PLYWOOD TO STUD WALL , 2 112" x 2 112" x - -- = (3) 6" METAL STUDS 1/4" STEEL ANGLE G (3) 3/8 "DIA x 2 3/4" , LAG SCREWS lyj l WELD l� 1 3/4" WOOD DOOR 1 n 2 - ; 1/2" PLYWOOD 2" x 2' x 1/4 - - -._.. 3 1/4" STEEL ANGLE - -- HARDWOOD TRIM (ANCHOR HINGE TO ANGLE) -- - �--- WRAP CARPET OVER FACE OF PLYWOOD EDGE AND TACK ON UNDER SIDE - SEE F /A6.3 DETAIL O PLATFORM FRAMING PLAN BLOCKING (TYPICAL) ENLARGED PLATFORM PLAN W L W r x Z U wA to W Y 'SO G Q o r E— VJ R m �-+ 2 Lu 0 O W K O m z w z 0 0 U x Q U d V W H f-' � W � H� z w U 0 0 m. o� Project Number'. Plan Series: Property Number: Sheet Title: ENLARGED PLATFORM PLAN AND DETAILS Sheet: A406 FIRE CA 01MI GYPSUM BOARD TYPE X ET A106 WALL TYPE SOUND INSULATION - PROVIDE A 1/4" GAP - BETWEEN GYPSUM BOARD AND CONCRETE FLOOR CDNCRETE FLOOR FOUNDATION WALL SEE STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD SEE =T A106 WALL TYPE CAULK T.C. SLAB 114' -0' CONCRETE FLOOR W /METAL DECK FIRE CAULK (2) 5/8" GYPSUM BOARD SEE SHEET A106 WALL TYPE DETAIL 1 1/2" = 1' -0" SHINGLES - - -- 12 PRIMARY UNDERLAYMENT -- 6 ICE AND WATER SHETLD , SECONDARY UNDERLAYMENT j DOUBLE TOP PLATE 2x4 WOOD FRAMING —� NON— COMBUSTABLE BLOWN IN INSULATION DETAIL U 1 1 / 2 " = 1'-0 PLYWOOD SHEATHING . 1x2 FASCIA TRIM - -METAL DRIP EDGE ~� 2x8 FASCIA - CUT TO * MATCH ROOF SLOPE METAL FASCIA f Y AND SOFFIT - -2x6 FASCIA 3 /4 , SOFFIT VENT STRIP AND TRIM SEE 2x6 FASCIA E METAL FRIEZE 1/2" SHEATHING O c I i � k m� ti ti c 4 � xm e L. o a SHINGLES PRIMARY UNDERLAYMENT -- 5/8" PLYWOOD SHEATHING T_0. WALL = 1 0'- a /� _ —,� �� D di I t, ,,, E _ _ � '. - _rt BX:L� r ICE AND WATER SHETLD - i y„ , 1 N'E SECONDARY UNDERLAYMENT I T.0 WALL T ! 1 NON -COM S - __ ( - / 1j � TION BLOWN IN INSULA�� A 1 1 n 2x PLATE �a -- ROOF RAFTER SEE STRUCTURAL DRAAINGS 5/8" GYSUM BOARD TYPE "X" ROTATION BLOCKING T.C. JOIST - _ HOLES W/(2) 3 "DIA. _ 125•_8, - � . 5/8" GYSUM BOARD I TYPE "X" DETAIL G 1 112" = 1' -D" am 4I n 2 1 1 MAIN FLOOR ENLARGED PLAN It Llj W F- ul Z co U W° Lu o Y � << > o t— us < <m < 00 o� z �- o m c a �UQ x W a U H� cn If Wo N z 2 m j t> 1 � Project Number; Plan Series Property Number. - Sheet Title: ELEVATOR PLANS SECTIONS, AND DETAILS Sheet: A407 ELEVATOR SECTION `SECOND FLOOR ENLARGED PLAN CONC. CAP 8x4x16 ATLAS BRICK COLOR #3 8%4"06" ATLAS BRICK W/ BRICK SEALER --- 8 B o cy- )LLARD ti —'77 O SEE S/G103 FOR SATELLITE FENCE AND PAD ELEVATION 4" CONCRETE SLAB ELEVATION 100'-0" STEEL GATE W/LDCK CONIC, CAP ----------------------- SEE S/GI03 FOR SATELLITE FENCE AND PAD L — — — — — — — — — — — — — — — — — — — — — — – . CONC. CAP DOR "x4"x16*" ATLAS RICK W/ BRICK EALER COLOR #2 I A I BOL LOCK (TYP.) ELEVATION r PLAN ',� in AT t eC"I" —MAI-3 550 LU I– LU F- z LLJ 0 D LIJ o W x uj F- U) in x 4- ILL! 00 0 Ir LU IX 0 IX 0 z o 44 Wo IC p 0 2 . oS Project Number: Pleri Series: Property Number: Sheet Title STORAGE BUILDING AND DETAILS RD Sheet A408 O CROSS SECTION PRECAST CONIC. CAP __ ( 10) 10 TREADS ® 11 °EA. 9' 2 "I 11 RISERS 0 7 "EA =4' O" ENLARGED STAIR 151 UPPER ,G r H 8, RISERS ®_7' EA - 4_ -8 " " 7ITRE 11 EA ® ENLARGED STAIR 234 E 4.8 V - 10 - J' 4 "J - 10' J' - 4 .1' - iD w - -- 8 ' 12 RISERS 7 EA =T -0" +� - 3 -2 3 ? © ENLARGED STAIR 172�ER NOTE: STAI 168 IS OPPOSITE THIS SIDE y v ` OFD 0 r� 0 OF E` "p, NN 51GNEG B -�E:T �_ ni FL . V a' !d'.E LSfrf Fi0D1L r`_.,. AS59rIo-.1E< oN �� K 1 � T GE O OVERFLOW SECTION 221 A 174 = V -0 " a PAINTED WOOD PANEL D FD STAINED WOOD STAINED HANDRAIL WOOD CAP - - *► 3,-65/8- GLASS �.�,-., - r - -- RAILING 1 I/ I. 00 000 BALCONY SECTION 250 ENLARGED STAIR 151 © STAIR SECTION 151 PAINTED WOOD PANEL STAINED WOOD STAINED HANDRAIL 0 WOOD CAPR GLASS B RAILING 00 000 BALCONY SECTION 250 O ENLARGED STAIR 234 U STAIR ELEVATION 17 O STAIR SECTION 175 t5 A52! ID. 8 O ENLARGED BALCONY 250 1/4 = 1 . -0 " O STAIR SECTION 234 w W W w z U W F - w 0 Y o (a Q wa y o �'- = c- Cn a <m <w 0 o w 0 o M O�" h v 'x m �U U t:n H x�a WO z 0 m � 0 'moo 0 0 Protect Number Plan Series Property Number. - Sheet Tiue: ENLARGED STAIRS AND STAIR SECTIONS Sheet: A451 ENLARGED 1 LOWER THS a STAIR SECTION 172 12 RISFRSCa 7" FA =7' -0" C RECESSED SCREWS ® 18" O.C- HARDWOOD CAP OPEN TO 3ELOw F 15 A502 11' 1 9/32 71 1/2" ENLARGED OPENING 3/4 CARPET BASE RECESSED SCREWS IN END BALUSTER. TYPICAL (3) WALL TYPE AS ® RAILING DETAIL ANGLE - METAL DECKING ® RAILING DETAIL � WOOD TREAD - -, r 17" 3 5/8" METAL STUD TUDS 1', -. - __ __ _ - ., 511/16" > METAL JOISTS SEE -- STRUCTRUCAL DRAWING 3I D 5/8" GYPSUM BOARD 172 _ 1/2" X 1/2 STEEL - BALUSTER (PAINTED) WELD AS REQUIRED -- METAL FILIPINO -- HAT CHANNEL ST AI R DETAIL -- 5/8" GYPSUM BOARD 1 112" = 1' -0 WOOD BLOCKING -- RAILING DETAIL HARDWOOD CAP -- -- - - - - -- 3'e GYPSUM BOARD - -- HARDWOOD CAP -- RECESS SCREW 0 18" O.C. - -- 1" x 1/8" CONTINUOUS STEEL PLATE. (PAINTED) _ 1/2" X 1/2" STEEL BRACKET (PAINTED) lmvwSl ATLAS BRICK HARDWOOD CAP -� k iv k SEE WALL TYPE - 1/2"x1/2" STEEL SHEET FOR WALL TYPE L BALUSTER (PAINTED) w 7 3/4 r gym•. v p 'I 37/8 3 7/8'? ' �O � p 3/4" HARDWOOD WOOD TRIM .. SEE 16/A521 RECESS SCREW. , /2'•X 1/2' STEEL BALUSTER TYPICAL OF (3) (PAINTED) BLOCKING AS REQUIRED ... 5/8" GYPSUM BOARD — RECESS SCR 2 ••' TYPICAL OF 1/2 "X 1/2" (PAINTED) © DETAIL • CONCRETE FLOOR ON METAL DECKIN 4X4XYn ANGLE HAT CHANNE 5/8" GYPSUM BOAF TYPE "X © RAILING DETAIL HARDWOOD CAP 7 3/a � s 7/8 I �3 -7/_8 I RAILING----- .',. -- - 1/2 "X 1/2" STEEL BALUSTER 3/4" HARDWOOD (PAINTED) BEYOND O DETAIL WOOD TRIM SEE 16/A521 T.O. SLAB S 1 JT - -- HARDWOOD CAP -- RECESS SCREW 0 18" O.C. - -- 1" x 1/8" CONTINUOUS STEEL PLATE. (PAINTED) _ 1/2" X 1/2" STEEL BRACKET (PAINTED) lmvwSl ATLAS BRICK HARDWOOD CAP -� k iv k SEE WALL TYPE - 1/2"x1/2" STEEL SHEET FOR WALL TYPE L BALUSTER (PAINTED) w 7 3/4 r gym•. v p 'I 37/8 3 7/8'? ' �O � p 3/4" HARDWOOD WOOD TRIM .. SEE 16/A521 RECESS SCREW. , /2'•X 1/2' STEEL BALUSTER TYPICAL OF (3) (PAINTED) BLOCKING AS REQUIRED ... 5/8" GYPSUM BOARD — RECESS SCR 2 ••' TYPICAL OF 1/2 "X 1/2" (PAINTED) © DETAIL • CONCRETE FLOOR ON METAL DECKIN 4X4XYn ANGLE HAT CHANNE 5/8" GYPSUM BOAF TYPE "X © RAILING DETAIL c a oa n ,LL sv T ;...NIL _ 4i NIEL�.6N C6Gi L'! & �� 1E ; tO K a W w Z U W O W 0 Y NO Q W Q L >g V/ Q xm w 0 p w ,— W D x m H w H Z O a/ �V 'e x w 12X206" TUBE STRINGER d W H x � a CONCRETE TREAD IN W O METAL PAN. TYPICAL METAL FURING HAT CHANNEL 5/8" GYPSUM BOARD W; A . Lam' U m � w Ia ul t w a V o E Project Number: PIw Series Property Number: Sheet Title: STAIR DETAILS WOOD MOULDING Sheet: A452 ,. - -- HARDWOOD CAP - -- RECESS SCREW 18" O.C. - - - -t" x i/8 CONTINUOUS ""�� / %// / / /�• STEEL PLATE. (PAINTED) 1/2" X 112" STEEL BRACKET (PAINTED) 2Y2., HARDWOOD CAP -- RECESS SCREW @ 18" O.C. -- CONT. METAL n # Y2 r, -- - 1/2 "X 1/2" STEEL BALUSTER I - (PAINTED) BEYOND O DETAIL c a oa n ,LL sv T ;...NIL _ 4i NIEL�.6N C6Gi L'! & �� 1E ; tO K a W w Z U W O W 0 Y NO Q W Q L >g V/ Q xm w 0 p w ,— W D x m H w H Z O a/ �V 'e x w 12X206" TUBE STRINGER d W H x � a CONCRETE TREAD IN W O METAL PAN. TYPICAL METAL FURING HAT CHANNEL 5/8" GYPSUM BOARD W; A . Lam' U m � w Ia ul t w a V o E Project Number: PIw Series Property Number: Sheet Title: STAIR DETAILS WOOD MOULDING Sheet: A452 ,. - -- HARDWOOD CAP - -- RECESS SCREW 18" O.C. - - - -t" x i/8 CONTINUOUS ""�� / %// / / /�• STEEL PLATE. (PAINTED) 1/2" X 112" STEEL BRACKET (PAINTED) 2Y2., 16 GA. ME MOUNTING " .- -JOIST HANGER SLAB RECESS W/ SIMPSON MANUFACTURER- -3/4" SHEATHING CATWALK'•,HUS26 -3/4" SHEATHING CATWALK 1 1/2 \ 1 7 2 , \ -.... FRAMING SEE PLAN _.r.�. -.SEE PLAN WOOD 2x6 FRAMING AT A C. ti r1R7A.1N1 '---- - - - - -- - BOTTOM CHORD OF - - - - - -= "- BOTTOM CHORD OF -'� �- L 8" x 4' x 3/8" 3" D TRUSSED RAFTER TRUSSED RAFTER O SECTION O SECTION S 2' 1/2" s 1/4 t� SEAL & GROUT - - - -- n DRIP FLASHING -� .#4 DOWEL ® 8" O/C 24" EMBEDMENT , 4x8xl6" ATLAS BRICK - - -- O DETAIL PRECAST CONC. CAP 8x4x16 ATLAS_ BRICK FLUSH MORTOR J OINT DRIP ROOF MEMBRANE / SCUPPER (FM STORAGE ONLY) (� "ILL WITH GROUT `-3/4" SHEATHING CATWALK 3' 0" 2 -_. - 2" WOOD TRIM 'I BOTTOM CHORD OF TRUSSED RAFTER O SECTION ® SECTION ROOF MEMBRANE OVER LAP INTO -METAL SCUPPER. - SLOPING TAPERED RIGID INSULATION 1 1/2" METAL DECK ANCHOR BOLT -STEEL ANGLE 2. FRAMING CONTINUOUS GYPSUM BOARD LINE RECESS TO RECEIVE CABINET - WITH 5/8" PES GYPSUM BOARD ALL AROUND -TC AND BOTTOM, BOTH SIDES AN[ BACK O FIRE EXTINGUISHE a CABINET ® MOUNTING PLATE DETAIL -- -FLOOR PLATE TO BE FLUSH WITH FINISHED (2) #4 x 5' -0 AT --� FLOOR 12' O EACH WAY - -NON- SHRINK GROUT CENTERED AROUND OPENING IN SLAB �- VERIFY DEPTH OF t WOOD FLOORING 12" �" SLAB RECESS WITH - - - - -,, � � - -- - SYSTEM / WOOD FLOOR SYSTEMS MANUFACTURER ELEVATION -. Y THI-NEG E -- SLAB METAL - SLEEVE CENTER IN 10" 2'-6' x 2' -6" - -- 6 "DIA. x 12" BOX OUT BOX OUT -- f - -- - - - - - -- -- OPENING IN SLAB VOLLEYBALL POST SLEEVE INSTALLATION DETAIL BLOCKING EACH SIDE OF CABINET ATTACHED TO STUDS. ALSO USE METAL STUD HEADER AND BLOCKING ABOVE AND BELOW CABINET INTERIOR PARTITION - SEE WALL TYPES /2 1/4' Y fii r > 1/2" 1/4" O FIRE EXTINGUISHER CAB. DETAIL 1' 0" TO CENTER LINE OF FOLDING PARTITION P6 1/4" x 5" ALUM, THRESHOLD J W/ BEVELED EDGES ANCHOR W/ WOOD SCREWS -- AT 16" O.C. VERIFY DEPTH OF 3 1 /2" x 2 1/2" x 1/8" - SLAB RECESS W/ WOOD FLOOR SYSTEM II, MANUFACTURER- / 2x4 TREATED (CUT TO FIT) T �: CONTINUOUS W/ 3/8" x 4" ANCHOR BOLTS AT 24" O.0 DETAIL a O 0 METAL THRESHOLD DETAIL 11 BASE DETAIL 1' 6" - -- - -- — NOTE: PROVIDE - -- - -- WALL _ _ � (4 ) T" CIA. HOLES (- -- —�'� - - -- TOP AND BOTTOM - " -- -- 3 4 OAK TRIM 11 � t g 3/4" X 2 1/2" / " FOR VENTILATION '. OAK TRIM I 4" X 2 1/4" FIR PLYWOOD / 2 FIR ���--- -- DIMMER SWITCHES 1" X 1 1 11 8 8 B 8 °� SEE A /E1.1 1 1/2" X 2 1/2 I� WOOD FURRING f -- -- --- APPLIED LABELS > - ATTACHED TO WALL -- GYPSUM BOARD A <, - - - -E. W-C. _ _ (TYPICAL) \ COAT RACK - - - 1 (TYP) r' � ,'� \ I � Eo Eo 1 F ME � 1 , CORRIDOR 723 " Q BETWEEN STUDS �1 Ilff NOT SEE CULTURAL HALL wALL 2 4 BLOCKING i��� - - -..__ METAL CLIPS AN D METAL EDGE �` " 4 OR DIMENSONSSOF3'ANELS m CHANNEL MOUNTS AND STRIP GYPSUM - HANDICAPPED SISAL - W/ EXPANSION BOARD �- k,� BRACKETS SPACED AT i - -- FIELD TILE PAINTED ACCESSIBLE WALLCOVERING . x 38" O.C. MAX_ BOLTS Et, �-- 4" REINFORCED CONCRETE TYPICAL AT - -TILE j E -W.C. y� _ - -� I -'� INTO OODUR FLOOR SLAB SEE SHEET S1.1 ALL E.W.C. CERAMIC TILE ON BACK AND - 2 x 6 BLOCKING o r� IBLOCKING F SIDE WALL BETWEEN STUDS S E C - � 3/4' X 2 1/2" 1 y 3/4" x 5" WOOD � "�� � 1 1/2" = 1 0 N n o o ' A �o �- CHAR OAK' TRIM }'•?:� - ___ 1 7 2" X S OC ATTACHED RAIL T ACHED RING HOOKS AT 6' 0 N METAL EDGE ` -- E.W.C. _� ._ - \ / A ' I ._ I STRIP �' - WRAP SISAL AND * � � - �' -�` � --- . -�_ - -- 3 4" PINE I CHAIR RAIL '-'- - K ? _I CORRIDOR 208 AROUND CORNER PAVER TILE ON SEE 23/A551 - CABINET DOOR - - - - - - `- LAMINATED VAPOR RETARDER FLOOR UNDER SECTION FOUNTAINS - - - -- 4" GRANULAR BASE NOTE: SEE DETAIL 23/A551 FOR TILE INSTALLATION ACOUSTICAL PANEL TYPICAL VAPOR RETARDER DETAIL � DETAIL COAT RACK DETAIL 1 1/2" = 1'-0" I 1 ,,2" _ ,' -G" DIMMER CABINET 1 1/2" = V -G" ELEVATION & E.W.C. TILE LAYOUT tJ4 11/2" _ ,' -D" 16 1 1/2" = 0 3 1 /2" x 2 1/2" x 1/8" - LINE OF CEILING -- -- -ATLAS BRICK). ACCESS HATCH METAL ANGLE BASE T �: -.... FRAMING i WOOD o FLOORING WOOD �- L 8" x 4' x 3/8" 3" D - PARTITION -SEE I , SYSTEM FLOORING -- - - -- WALL TYPES TO STUDS OR BLOCKING SYSTEM '\.- I MASONITE SPACER - 2 x / -- \ /2" 3 8" STEEL -i'— N SECTION SIDE OF CABINET. ALSO USE METAL STUD ADJUST DOOR HEIGHT STRINGERS w IH FIRE EXTINGUISHER- CABINET HEADER AND BLOCKING AND /OR THRESHOLD - -- ---- DOOR JJJ - ABOVE AND BELOW u._ 5 � > CABINET AS REOD OR 1/8' COMPRESSION — EXTRUDED n 1 e ,v � N M CUNT TO ATLAS BRICK. WHEN CLOSED - ALUMINUM VERIFY DEPTH OF ,- THRESHOLD SLAB RECESS W/ WOOD FLOOR SYSTEM 1 U 1 1/2" MANUFACTURER 1 112' EXPANSION 1 1/2 EXPANSION JOINT SPACE Q'' � taiQ 0 METAL THRESHOLD DETAIL 11 BASE DETAIL 1' 6" - -- - -- — NOTE: PROVIDE - -- - -- WALL _ _ � (4 ) T" CIA. HOLES (- -- —�'� - - -- TOP AND BOTTOM - " -- -- 3 4 OAK TRIM 11 � t g 3/4" X 2 1/2" / " FOR VENTILATION '. OAK TRIM I 4" X 2 1/4" FIR PLYWOOD / 2 FIR ���--- -- DIMMER SWITCHES 1" X 1 1 11 8 8 B 8 °� SEE A /E1.1 1 1/2" X 2 1/2 I� WOOD FURRING f -- -- --- APPLIED LABELS > - ATTACHED TO WALL -- GYPSUM BOARD A <, - - - -E. W-C. _ _ (TYPICAL) \ COAT RACK - - - 1 (TYP) r' � ,'� \ I � Eo Eo 1 F ME � 1 , CORRIDOR 723 " Q BETWEEN STUDS �1 Ilff NOT SEE CULTURAL HALL wALL 2 4 BLOCKING i��� - - -..__ METAL CLIPS AN D METAL EDGE �` " 4 OR DIMENSONSSOF3'ANELS m CHANNEL MOUNTS AND STRIP GYPSUM - HANDICAPPED SISAL - W/ EXPANSION BOARD �- k,� BRACKETS SPACED AT i - -- FIELD TILE PAINTED ACCESSIBLE WALLCOVERING . x 38" O.C. MAX_ BOLTS Et, �-- 4" REINFORCED CONCRETE TYPICAL AT - -TILE j E -W.C. y� _ - -� I -'� INTO OODUR FLOOR SLAB SEE SHEET S1.1 ALL E.W.C. CERAMIC TILE ON BACK AND - 2 x 6 BLOCKING o r� IBLOCKING F SIDE WALL BETWEEN STUDS S E C - � 3/4' X 2 1/2" 1 y 3/4" x 5" WOOD � "�� � 1 1/2" = 1 0 N n o o ' A �o �- CHAR OAK' TRIM }'•?:� - ___ 1 7 2" X S OC ATTACHED RAIL T ACHED RING HOOKS AT 6' 0 N METAL EDGE ` -- E.W.C. _� ._ - \ / A ' I ._ I STRIP �' - WRAP SISAL AND * � � - �' -�` � --- . -�_ - -- 3 4" PINE I CHAIR RAIL '-'- - K ? _I CORRIDOR 208 AROUND CORNER PAVER TILE ON SEE 23/A551 - CABINET DOOR - - - - - - `- LAMINATED VAPOR RETARDER FLOOR UNDER SECTION FOUNTAINS - - - -- 4" GRANULAR BASE NOTE: SEE DETAIL 23/A551 FOR TILE INSTALLATION ACOUSTICAL PANEL TYPICAL VAPOR RETARDER DETAIL � DETAIL COAT RACK DETAIL 1 1/2" = 1'-0" I 1 ,,2" _ ,' -G" DIMMER CABINET 1 1/2" = V -G" ELEVATION & E.W.C. TILE LAYOUT tJ4 11/2" _ ,' -D" 16 1 1/2" = 0 CARPET CONCRETE SLAB THRESHOLD DETAIL 6" = 1'-D" r L 3" x 1/4" x 2 112" AN TO FLOOR FLOOR LINE SECTION ELEVATION ,� LADDER DETAIL t 112 = 1 , -0 ., ELEVATION FIRE EXTINGUISHER CAB. DETAIL N. T S. DETAIL 3 ., = 1. 2" RIGID INSULATION W/ PLASTER COAT PAINTED ATLAS BRICK RECESSED EXPANSION ANCHOR BOLT 2 1/2" X 2 1/2" WOOD TRIM S Irdo LU W w Z w 0 U L W ~ Y �o Q WQ �a ''F-^ ¢ CJ VJ Q j It m M � 2 w w O of 1 Lu O m � E_ - w H z w 6 h� > �V� x a U Uj N� � w Wo z g p U I S m 0 N > m � O o ... O m Q � Project Number Plan Series'. Property Number: Sheet Title: ARCHITECTURAL DETAILS Shoot: A501 ELEVATION . 10" LINE OF CEILING -- ACCESS HATCH T �: -.... FRAMING i o � INTERIOR �- L 8" x 4' x 3/8" 3" D - PARTITION -SEE I , o SUPPORT TO WALL. ATTACH' - -- WALL TYPES TO STUDS OR BLOCKING I �+ - - -- STUDS BEHIND EACH - 2 x / -- \ /2" 3 8" STEEL -i'— N SECTION SIDE OF CABINET. ALSO USE METAL STUD ADJUST DOOR HEIGHT STRINGERS w IH FIRE EXTINGUISHER- CABINET HEADER AND BLOCKING AND /OR THRESHOLD - -- ---- DOOR a - ABOVE AND BELOW SWEEP HEIGHT FOR - DIA. STEEL RUNG > CABINET AS REOD OR 1/8' COMPRESSION — EXTRUDED -1' N M CUNT TO ATLAS BRICK. WHEN CLOSED - ALUMINUM ,- THRESHOLD CARPET CONCRETE SLAB THRESHOLD DETAIL 6" = 1'-D" r L 3" x 1/4" x 2 112" AN TO FLOOR FLOOR LINE SECTION ELEVATION ,� LADDER DETAIL t 112 = 1 , -0 ., ELEVATION FIRE EXTINGUISHER CAB. DETAIL N. T S. DETAIL 3 ., = 1. 2" RIGID INSULATION W/ PLASTER COAT PAINTED ATLAS BRICK RECESSED EXPANSION ANCHOR BOLT 2 1/2" X 2 1/2" WOOD TRIM S Irdo LU W w Z w 0 U L W ~ Y �o Q WQ �a ''F-^ ¢ CJ VJ Q j It m M � 2 w w O of 1 Lu O m � E_ - w H z w 6 h� > �V� x a U Uj N� � w Wo z g p U I S m 0 N > m � O o ... O m Q � Project Number Plan Series'. Property Number: Sheet Title: ARCHITECTURAL DETAILS Shoot: A501 ELEVATION METAL STUD, _. BOTTOM CHORD OF -- 5/8" GYPSUM -- OPENING SIZE = DOOR SIZE + 1/8" — HARDWOOD BOARD SHEET METAL TRUSSED RAFTERS SCREWS WALL LINE 14 GAGE FRAME (2x6's AT CEILING FRAMING) TRIM / PACED I -- -WALL LINE -- 5/8" GYPSUM WALL 3/4' 3/4" FRAME BOARD SHEATHING 20 MIN RATED - -- EXTERIOR 3/4 i t. / 1 x ,._ - f x � _ -_. s - - -- - -- -- CONCRETE FOUNDATION -� WALL COVERING (EXTEND TO FLOOR) SEE NOTE 2 ON i �- - — +- -- — - � / �' WOOD CHAIR " �"j� 3/8' PAINT GRADE �- -CEILING LINE WOOD TRIM RAIL ` ^'" 1 /4J \ SELF -EDGED 1 CEILING LINES r / o n .' -WOOD TRIM ',� HARDWOOD TRIM 1 , E (WHERE OCCUR) o "' C ^ •� PAINTED WOOD TRIM w v - 1 CARPET Z o' ` e � f + i O N 1 6 z 3/8" i - - , /a' RABBET FOR �.n j WALL COVERING / 1/4 a, _ -- FACE OF GYP _ S I „a _ p ° _ ,: / WHERE REQUIRED o BOARD WALL '� z ro ,'. {� -- FILL VOID UNDER GYPSUM BOARD i! F. a 1 (SIMILAR AGAINST ATLAS BRICK) O WOOD TRIM DETAIL CHAIR RAIL DETAIL WOOD TRIM DETAIL O O TRIM DETAIL TRIM DETAIL CARPET BASE DETAIL O y 6" = 1' -0" 6 = 1'-0" 6" = 1 -D" ® 6 = l'-O" 6 = I'-D" 6 = 1'-0" R? fy METAL STUD, _. BOTTOM CHORD OF -- 5/8" GYPSUM -- OPENING SIZE = DOOR SIZE + 1/8" l BOARD SHEET METAL TRUSSED RAFTERS SCREWS TO STRUCTURE 14 GAGE FRAME (2x6's AT CEILING FRAMING) 5 /8" GYPSUM I -- BOARD -- 5/8" GYPSUM WALL ACCESS DOOR DETAIL FRAME BOARD -- (2)2x4 HEADER BETWEEN _. BOTTOM CHORD OF �� BOTTOM CHORD OF SPRING ATTACHED - SPRING ATTACHED VOOD TRUSSED RAFTERS RAIL TO STRUCTURE — (2x6's AT CEILING FRAMING) 1" FIRE PROOFING ABOVE __ 22" x 30" _T_ -- 5/8" GYPSUM 20 MIN RATED ACCESS DOOR FRAME BOARD URFACE WINDOW STOOL 20 MIN RATED ® CEILING ACCESS DETAIL WALL _. BOTTOM CHORD OF -- 1 -- ATLAS BRICK SPRING ATTACHED � VOOD TO STRUCTURE RAIL ABOVE _..22" x 30" - - DOOR FRAME 1" FIRE PROOFING " -- BEYOND DVERING PAVER - - - - -. =r -- THRESHOLD 20 MIN RATED TILE - CAULK JOINT FRAME WITH SEALANT URFACE WINDOW STOOL " - -- EXTERIOR CONCRETE (SLOPED) s - - -- - -- -- CONCRETE FOUNDATION SEE NOTE 2 ON SHEET S1.1 11 CHAIR RAIL AT WINDOW DETAIL THRESHOLD 1 1/2" = 1' -0" -- (2)2x4 HEADER BETWEEN _. BOTTOM CHORD OF _ 513/16"5 13/16 SPRING ATTACHED TRUSSED RAFTERS GRID I - TO STRUCTURE - (2x6's AT CEILING FRAMING) ABOVE _..22" x 30" -- 5 /8" GYPSUM 1" FIRE PROOFING ACCESS DOOR - ,I BOARD 20 MIN RATED `-- ACCOSTICAL PANELS ( Q ) CEILING ACCESS DETAIL FLOOR j­tFIXED BASKETBALL STANDARD 1/2" = 1' -0" SPRING WALL OPENING = DOOR SIZE + 3/8" WOOD STUD._..... ' INTERIOR LATCH _ _.. ,� SRING CLIP—" RELEASE �' 16 GAGE FRAME— — INSULATION i 5/8" GYPSUM BOARD AROUND ROUGH OPENING i - - -- FLASH LATCH RELEASE RING OR KEY OPERATED EXPOSED HINGE) FIRE RATED DOOR WALL ACCESS DOOR DETAIL 4 itjifi f DETAIL 2 1/2" METAL STUDS STEEL TUBE COLUMN SEE STRUCTURAL FOR SIZE METAL RAILING WOOD CAP BELOW (STAINED) LINE OF WALL BELOW HARDWOOD TRIM MITER EACH CORNER ANCHOR TO MOUNTING STRIPS WITH #10 x 1 1/2" WOOD SCREWS AT 16" QG 1x4 MOUNTING STRIP WITH 1/4" SCREWS AT 12" O.C. 3" LONG INTO 2x6 BLOCKING IN WALL SAFETY WAINSCOT PANEL DETAIL 5/8" GYPSUM BOARD _ co 0 N SUPPORT FRAMEWORK HARDWOOD TRIM CUT ON 45 DEC. BEVEL AT EACH END ANCHOR WITH #8 x 1 1/4" WOOD SCREWS AT 16" D.C. DETAIL 3 " = l' -0.. MOUNTING FLANGE ­1 DIA. THRU —BOLTS 2" 0, C, 1ARDWOOD BUCKS o , 0 z' c' 0 �A ANCHOR DETAIL 1/2" = l' -O" 3/8" x 6" WIDE x 5' -0" LONG CONT. STEEL PLATE ( BACKBOARD SUPPORT '.. FRAMEWORK _ 18 PLAN SECTION L Ri 1P tiII I IJ =ILE If Te ft 5. ,a r0 1j2 O F D H L �i" � 4 o' v> o yf S 'C' w W F Z U LU w Y �°_ Q w¢ U) Q� am 00 a� W D M M � O U W F 4 w O v r a U .(n U E x�Da E•..�a WO Z', ' W m W 00 Project Number: Plan Sod": - - - Property Number Sheet nle: ARCHITECTURAL DETAILS Sheet: A502 - BASE , -FLOOR ® SAFETY WAINSCOT O 5/8" GYPSUM BOARD _ 513/16"5 13/16 GRID I - - � -;- 1" FIRE PROOFING 4 itjifi f DETAIL 2 1/2" METAL STUDS STEEL TUBE COLUMN SEE STRUCTURAL FOR SIZE METAL RAILING WOOD CAP BELOW (STAINED) LINE OF WALL BELOW HARDWOOD TRIM MITER EACH CORNER ANCHOR TO MOUNTING STRIPS WITH #10 x 1 1/2" WOOD SCREWS AT 16" QG 1x4 MOUNTING STRIP WITH 1/4" SCREWS AT 12" O.C. 3" LONG INTO 2x6 BLOCKING IN WALL SAFETY WAINSCOT PANEL DETAIL 5/8" GYPSUM BOARD _ co 0 N SUPPORT FRAMEWORK HARDWOOD TRIM CUT ON 45 DEC. BEVEL AT EACH END ANCHOR WITH #8 x 1 1/4" WOOD SCREWS AT 16" D.C. DETAIL 3 " = l' -0.. MOUNTING FLANGE ­1 DIA. THRU —BOLTS 2" 0, C, 1ARDWOOD BUCKS o , 0 z' c' 0 �A ANCHOR DETAIL 1/2" = l' -O" 3/8" x 6" WIDE x 5' -0" LONG CONT. STEEL PLATE ( BACKBOARD SUPPORT '.. FRAMEWORK _ 18 PLAN SECTION L Ri 1P tiII I IJ =ILE If Te ft 5. ,a r0 1j2 O F D H L �i" � 4 o' v> o yf S 'C' w W F Z U LU w Y �°_ Q w¢ U) Q� am 00 a� W D M M � O U W F 4 w O v r a U .(n U E x�Da E•..�a WO Z', ' W m W 00 Project Number: Plan Sod": - - - Property Number Sheet nle: ARCHITECTURAL DETAILS Sheet: A502 - BASE , -FLOOR ® SAFETY WAINSCOT 3s" GYPSUM BOARD 2" RIGID INSULATION BOARD 3V" MTL STUDS @ 16" O/C W/BATT INSULATION 8.4.16" ATLAS BRICK FLUSH MORTAR JOINT ATLAS WAINSCOT _- RAKE JOINT 8x8xl6 ATLAS BRICK (STACK BOND) 2` 8 �I O DETAIL 1 . 8 "x4 "x16" ATLAS BRICK BLOCKING GFRC CAPITAL 1" AIR SPACE 6 "x4 "x16" CMU 2" GFRC PANEL 8 "x4 "x16" ATLAS BRICK 94" GYPSUM BOARD 3%" MTL. STUDS @ 16" 0/C -- - - - -- -- W /GATT IN SULATION - - - -- PRE - FINISHED METAL CAP FLASHING -GFRC CAPITAL ANCHOR (ATTACH W /EPDXY) - -- 8.4x16 SOLIDER ATLAS BRICK -FLUSH JOINT - - 8.4.16" RUNNING BOND ATLAS BRICK - - - -2" RIGID INSULATION DETAIL fo DETAIL - - - - - -- GYPSUM BOARD - - - -- 3 MTL_ STUDS Cap 16' 0/C - - W /BAIT INSULATION - - -- - -- 2" RIGID INSULATION GLUE TO ---- 8 "x4 "x8" ATLAS BRICK BRICK y ., 8x4x16" ATLAS BRICK 8 "x4 "x10" ATLAS BRICK 2 -��„ - - - - -- 2" RIGID INSULATION -- -GFRC FINN - SEE � 0 /------ . DETAILS 11, 12/A503 ANCHOR (ATTACH W /EPDXY) 8x4x16" ATLAS BRICK O DETAIL RIGID /f/ �� - -. -/ ---- .- GLUETO MASONRY DETAIL 11 DETAIL DETAIL GFRC ATTACHMENT CLIP 2" PRE -CAST CONCRETE 2" RIGID INSULATION GLUE TO MASONRY Ia. GYPSUM BOARD - - - -- 3%" MTL. STUDS @ 16" 0/C - - - -- W /BATT INSULATION A­ -ATLAS BRICK ---- 8 "x4 "x8" ATLAS BRICK D a y ., _. -8 "x4 "x12" ATLAS BRICK 8 "x4 "x10" ATLAS BRICK Y. -��„ - - - - -- 2" RIGID INSULATION -- -GFRC FINN - SEE � 0 /------ . DETAILS 11, 12/A503 ANCHOR (ATTACH W /EPDXY) 4 " r- - -8 "x4 "x12" ATLAS BRICK RIGID /f/ �� - -. -/ ---- .- GLUETO MASONRY DETAIL 11 DETAIL DETAIL GFRC ATTACHMENT CLIP 2" PRE -CAST CONCRETE 2" RIGID INSULATION GLUE TO MASONRY Ia. _ -_ V JOINT W /ELASTOMETRIC - - - -- ALUMINUM FREIZE - GFRC ATTACHMENT CLIP - - -- -ATLAS BRICK ill -- 2" GFRC PANEL y ., 2" PRE -CAST CONCRETE Y" Y. -��„ - - - - -- 2" RIGID INSULATION - J2 GLUE TO MASONRY - TAPE ALL JOINTS ' - - - -- -ATLAS BRICK -- - - ATLAS BRICK K BEYOND DETAIL x - -- -ATLAS BRICK -- -FACE OF BRICK GFRC - - -- -EPDXY ANCHOR BY GFRC MFGR, uL f >r DETAIL 1/2" = 1' -0" GYPSUM BOARD 3 %" MTL. STUDS @ 16" O/C Bx4x16" ATLAS BRICK GFRC ATTACHMENT CLIP 2" GFRC PANEL ® DETAIL 8 //(���� DETAIL _ a DETAIL DETAIL 2" PRE -CAST CONCRETE JOINT W /ELASTOMETRIC SEALANT - ALL SIDES 2" RIGID INSULATION GLUE TO MASONRY GYPSUM BOARD 3 MTL STUDS 0 16" 0/C W /BATT INSULATION 8 "x4 "x16" ATLAS BRICK ATLAS BRICK 8 "x4 "x16" ATLAS BRICK ATLAS BRICK _- __ -8 "x4 "x16" ATLAS BRICK 2" RIGID INSULATION GLUE TO MASONRY - - VAPOR BARRIER 4" GRANDULAR BASE 2" RIGID INSULATION DETAIL ® GYPSUM BOARD 3%" MTL STUDS @ 16" O/C W /BATT INSULATION 8 "x4 "06" ATLAS BRICK 8 "x4 "x16" ATLAS BRICK 8 ".4 "02" ATLAS BRICK ATLAS BRICK -8 "x4 "x12" ATLAS BRICK 2" RIGID INSULATION - GLUE TO MASONRY o �o C J J A' '^r V i 4 z 5 C C 4 r QJ SC T�' L 1I 1 C,r. E AT NIELS� ?N B9i�L'/ & _ -_ V JOINT W /ELASTOMETRIC 1j 3 SEALANT- ALL SIDES - GFRC ATTACHMENT CLIP a `-- -- 2" GFRC PANEL 2" PRE -CAST CONCRETE DETAIL ® GYPSUM BOARD 3%" MTL STUDS @ 16" O/C W /BATT INSULATION 8 "x4 "06" ATLAS BRICK 8 "x4 "x16" ATLAS BRICK 8 ".4 "02" ATLAS BRICK ATLAS BRICK -8 "x4 "x12" ATLAS BRICK 2" RIGID INSULATION - GLUE TO MASONRY o �o C J J A' '^r V i 4 z 5 C C 4 r QJ SC T�' L 1I 1 C,r. E AT NIELS� ?N B9i�L'/ & W LU Uj Z U LLJ It W ~ `° Y cao Q Uj f =U' U) a a' m w O t W D X O co z xx< P x a F W WO O U d O,m M 'v Project Number: Plan Series: - - - Property Number. Sheet Title: ARCHITECTURAL DETAILS Sheet: A503 - - 5 1" GYPSUM BOARD 3%" MTL. STUDS @ 16" 0/C 8x4x16" ATLAS BRICK %8" JOINT W /ELASTOMETRIC SEALANT - ALL SIDES 2" GFRC PANEL DETAIL 2" RIGID INSULATION GLUE TO MASONRY 1 /8 2" �8 GYPSUM BOARD 3%" MTL STUDS @ 16" 0 /CN - -- 8.406" ATLAS BRICK 3% 1 • 4" A" R" R' R" 0." V-4- � 1j 3 S P O ON a ao W LU Uj Z U LLJ It W ~ `° Y cao Q Uj f =U' U) a a' m w O t W D X O co z xx< P x a F W WO O U d O,m M 'v Project Number: Plan Series: - - - Property Number. Sheet Title: ARCHITECTURAL DETAILS Sheet: A503 - - 5 1" GYPSUM BOARD 3%" MTL. STUDS @ 16" 0/C 8x4x16" ATLAS BRICK %8" JOINT W /ELASTOMETRIC SEALANT - ALL SIDES 2" GFRC PANEL DETAIL 2" RIGID INSULATION GLUE TO MASONRY 1 /8 2" �8 GYPSUM BOARD 3%" MTL STUDS @ 16" 0 /CN - -- 8.406" ATLAS BRICK 3% 1 • 4" A" R" R' R" 0." V-4- z U Y a N w a JNDER CANOPY - -- _._.. 3 q3�4 f 1 4.. I M i� ro I 3%" 16 GA. METAL STUDS 16" 0/C HORIZ. BY GFRC MFGR. ANCHOR TO ATLAS BRICK W /EXPANSION ANCHOR ATLAS BRICK h- ELASTROMETRIC SEALANT - - - -. -- PRE -CAST CONCRETE _ - --- REVEAL _._. SILL BEYOND _ -.._ 8 "x4 "x16" ATLAS BRICK -.,..- ROOF DRAIN ATLAS BRICK 8 "x4 °x16" ATLAS BRICK NOT USED DETAIL 1 / } 1 1/2" = 1'-0" 3 4/ - c DETAIL r v n ABOVE PLANE OF VIEW - __ -_ -. 8"x8"x16" ATLAS BRICK ROOF DRAIN __._. ATLAS BRICK 8"x8 ° x1 6" ATLAS BRICK STONE ADDRESS SIGN a SECTION ______ ______ ________ - ,. > SECTION mum #5 BAR EA CELL SILL BEYOND - ATLAS STONE ADDRESS `/ � - -- BRICK SILL SIGN = ATLAS BRICK' - - -- - - -. COLOR #2 8X4X12 ATLAS BRICK 6X4X12 ATLAS BRICK - 0 mum oil 0 '�io CAPITAL SEE oil DETAIL 7/A501 e -- \ via;aio�aia 2 '_ 4 �Ie ei����avio [,,�,� -- - - -- BOND BEAM ROD AND CAULK____._. / _. -.. i e pl'eTi JOINT ANCHOR SET IN 8X4X12 ATLAS BRICK 6X4X12 ATLAS BRICK - 0 O CONCRETE 0 CAPITAL SEE DETAIL 7/A501 - -- \ 2 '_ 4 �. -.... -- - - -- BOND BEAM ROD AND CAULK____._. / _. -.. 3% 16 GA. METAL STUDS - -- 16" 0/C HORIZ. BY GFRC MFGR, ANCHOR TO ATLAS BRICK W /EXPANSION ANCHOR - - - -- ATLAS BRICK -- ELASTROMETRIC SEALANT - -- PRE -CAST CONCRETE - REVEAL _ _ _ - -- -. Z ,_ 2 " O DETAIL 1" 4y 7'-4" _4 _. _. O DETAIL 1' -3 5/6' (VARIES PER NUMERALS) ATLAS BRICK_ 112" AIR GAP A504 ELEVATION ll ll 1f � 11 iDB,_4,. ROD AND CAULK l JOINT (TYP.) f 12 R1 SPACER ---- -_._1 6" ATLAS BRICK STONE ADDRESS .- - SIGN, VERIFY ADDRESS NOS GROUT SOLD BEHIND SIGN - - -- MASONRY FILL-- - , SECTION SECTION ATLAS BRICK - - -- COLOR #1 2 8X4X12 ATLAS BRICK ATLAS BRICK _ ... - COLOR #1 _ - -_.. COLOR #2 __ #2 TIE 8" 0/C 8X4X12 ATLAS BRI COLOR #1 3 % " 16 GA. METAL STUDS - 16" O/C HORIZ. BY GFRC MFGR. ANCHOR TO ATLAS BRICK W /EXPANSION ANCHOR --- - - - - -- ATLAS BRICK ELASTROMETRIC SEALANT PRE -CAST CONCRETE REVEAL 3513" 16 GA. METAL STUDS 16" O/C HORIZ. BY GFRC MFGR. ANCHOR TO ATLAS BRICK W /EXPANSION ANCHOR / - - - -- ATLAS BRICK ry - ELASTROMETRIC SEALANT - PRE -CAST CONCRETE - - -- -- REVEAL ATLAS BRICK CONCRETE - FOUNDATION FIN GRADE DETAIL PRE - CAST_ -_ CONCRETE CAPITAL SEE DETAIL 7/A501 - -- \ -- - - -- BOND BEAM ROD AND CAULK____._. JOINT ANCHOR SET IN - -- `K EPDXY -_ - -- __ -- SPACER- ANCHOR TOP E 11 AND BOTTOM STONE ADDRESS SIGN 6X4X12 - - -- �v' ATLAS BRICK — COLOR #2 - - -- -- - -- - - -- #5 BAR ®EA. CELL GROUT SOLID - - -- �. - - - -- -- BOND BEAM BEHIND SIGN MASONRY FILL 7 - - BX8X12 ATLAS BRICK COLOR #1 -- - -- BOND BEAM W/ (2) 34 BARS CONT_ 1 1 .n #6 @ 12 O/C EA, WAY #4 @ 24" 0/C _ I7 A - - - -- -- - (1) #4 BAR 12" 0/C EA. WAY TOP AND 1� SECTION 1 " = 1 "_ B OTTOM m I ti c � 1 1 onTE I I� i;n�r I .Ie aPe �/J z K a W W Ld 0.' Z co U W"T W ~ 'o Y �o Q Q > O F_ w 4- �Uj co — W z �- o CL m F O � � o vxQ a � � ro � O rL W Wo F ' I w O 0 0 0 '€ w �y ¢ v U m 0 a 0 Project Number: Pl- Series - - -- -- - Property Number: -- Sheet Title. ARCHITECTURAL DETAILS Sheet: A504 DETAIL 1-0' 4' 1 SECTION / � ✓ /�,� � -i' 11 MONUMENT SIG U 2' THICK �8" GYPSUM CEILING SUSPENSIOIN -- ACOUSTICAL TILE -- -- CEILING SUSPENSION 2" BOARD SYSTEM WITH GYPSUM SYSTEM WITH GYPSUM INSULATION BOARD SEE 10/AS21 BOARD SEE 10/A521 ACOUSTICAL TILE SPEAKER MOUNTING RING -- / COORDINATE INSTALLATION - V - ELEVATION WITH ELECTRICAL ELEVATI N ACOUSTICAL TILE 5/8" GYPSUM BOARD -- 2x BLOCKING FIRESTOP -- SEE WALL TYPE SHEET - -5/8" GYPSUM BOARD r , '- ,D E T A I L SOUND ATLAS BOND WOOD SEE iE TRUSS METAL FRAMING ELEVATION VE RIFY 2" METAL STUDS AT 24` D.C. 5/8 GYPSUM BOARD 4 x8 CONT. W/ (2) #10 4" SCREWS AT 16" O.0 CURTAIN TRACK AND CHAIN CURTAIN SEE MANUFACTURER FOR TRACK MOUNTING PLATFORM % y CURTAIN DETAIL �� t 1/2' = 1'-0" iy / y -_ i CONT, HEAVY DUTY PIANO HINGE - - - - -- - �3 5/8" STEEL STUD 1 PROJECTION SCREEN — CASE u 2.4 FRAMING ATLAS ATLAS BRICIZ' 5/8" GYPS�M BOARD 5 SECTION 3/4" = l' -0" SEE REFLECTED V = CEILING PLAN 2x BLOCKING -- 5/8' GYPSUM N-{ FIRESTOP IF I WALL TYPE SHEET 7-- - __ - --- - ' - " -�- " - _ 6" METAL r 4 112' DIA, SPEAKER AND _ GYPSUM STUDS GRILLE BOARD DETAIL n4 SPEAKER ENCLOSURE DETAIL 2 1 1/2." = 1'-0" — 2" THICK 3/4" SHEATHING UNFACED INSULATION 5/8" GYPSUM BOARD---- \� SPEAKER MOUNTING RING ` COORDINATE INSTALLATION 3 5 8" STEEL / WITH ELECTRICAL STUDS A T 16" 0 -C. � 4 12 E y ­­[ E TION SLIGHT COVE DETAIL Vil. = 1•_0" / COLD _ -1 7 2 ROLLED STEEL CHANNELS ® 24" a C. /SUSPENDED CEILING DETAIL V 1 1/2" = 1. -0" " -- -- - - -- j ELEVATION - - - -__ -_ -_. 109_ -0,.- 1 10" -- - CHANNEL 5/8" GYPSUM BOARD SEE REFLECTED CEILING PLAN 14 DETAIL CARPE 3/4` WOO[ SEE GYPSUt Ow C � O � s r c, F H � � h 0 U xy d x z a J Ex �D �J W W � ti. — HARDWOOD TRIM 3/8 ! } 3/8 »FF of N � o 16 WOOD TRIM DETAIL air Project Number. Plan Series: - Properly Number: Sheet T ille' WALL LIGHT COVE AND CEILING TRIM DETAILS Sheet: A521 2x6 BLOCKING r 4 /v 1�2- F� r� \. i (S-V _- _ _ -__ -_- 4 112" DIA. SPEAKER AND 2x6 CEILING FRAMING --r GRILLE WITH 5/8" GYPSUM BOARD AND ACOUSTIC TILE CEILING , 7 4" SPEAKER ENCLOSURE DETAIL 3" - 1' O" HOOK LATCH (3) ec- 3 5/8" STEEL STUDS AT 16" O -C. —CONT. HEAVY DUTY PIANO HINGE 2x 2x FRAMING FRAMING PROJECTION SCREEN CASE a I� 2x4 FRAMING ( i 1 LAYER GYPSUM - BOARD i_ 1r `- 2 LAYERS GYPSUM BOARD — WALL SHEATHING ,n SCREEN SECTION I ( 3/4^ = l'—O" / - -- 5/8" GYPSUM BOARD \ ELEVATION LIGHT FIXTURE- -- — 970' -6" - - -- LIGHT FIXTURES STAGGARD m om- WOOD TRIM y SEE 3/A502 x SEE ncrnu ,NDRAIL WHERE c SEE DETAIL 1¢ ",Y" STE 3[4 . I i /-- --- -- -- 5/8" GYPSUM BOARD -- - - - - -- ACOUSTICAL TILE ELEVATION 110' -0' -- LIGHT FIXTURES STAGGARD - - -- WOOD TRIM -- SEE 3/A502 ELEVATION 6" - - -5/8" GYPSUM BOARD xv r m' n 3 b 2 �'> c a r __ v4iGbvnl < c m` 3/4" SHEATHING � EI , Orl ­ DL- ASS A'ES RECESSED LIGHT FIXTURE COORDINATE INSTALLATION .AO U ` D d 5/8" GYPSUM BOARD � WITH ELECTRICAL aN ^ r ------ - - - - -- _ I I ' LY 2x6 BLOCKING I 1 I I � I 1 R I I N W W 2x6 CEILING FRAMING - 7 1/2" DIA. (2) �§" GYPSUM BOARD U 0 0 o WITH 5/8 GYPSUM SHEATHING TYPE ° X" BOARD AND ACOUSTIC H­ c TILE CEILING UJ ZO SLIGHT ENCLOSURE DETAIL Q UJ y VJ Q j R CD < W p L d' I W } O m -- ILIN CEI SUSPENS i SYSTEM WITH GYPSUM • Y - -METAL STUDS MOUNTED TO DECKING I�J� BOARD SEE 10/A521 ACOUSTICAL TILE cn _, ELEVATION 126 0" MOLD 1 SEE REFLECTED SEE REFLECTED CEILING PLAN CEILING PLAN T 0. CEILING � � _ -- -- - 5/8" GYPSUM ^ I SEE REFLECTED h I n CEILING ELEVATION �'� -� - - -- SEE WALL TYPE SHEET SCHEDULED CEILING (CEILINGS ON _ v OPPOSITE SIDES OF �- INTERIOR PARTITION - SEE WALL TYPES -_- WALL MAY BE AT DIFFERENT HEIGHTS i SEE REEL. CLG_ PLAN) a EILING D ETAIL ti 13 DETAIL _ 1 1/2 - l ' -O" -- -- - - -- j ELEVATION - - - -__ -_ -_. 109_ -0,.- 1 10" -- - CHANNEL 5/8" GYPSUM BOARD SEE REFLECTED CEILING PLAN 14 DETAIL CARPE 3/4` WOO[ SEE GYPSUt Ow C � O � s r c, F H � � h 0 U xy d x z a J Ex �D �J W W � ti. — HARDWOOD TRIM 3/8 ! } 3/8 »FF of N � o 16 WOOD TRIM DETAIL air Project Number. Plan Series: - Properly Number: Sheet T ille' WALL LIGHT COVE AND CEILING TRIM DETAILS Sheet: A521 2x6 BLOCKING r 4 /v 1�2- F� r� \. i (S-V _- _ _ -__ -_- 4 112" DIA. SPEAKER AND 2x6 CEILING FRAMING --r GRILLE WITH 5/8" GYPSUM BOARD AND ACOUSTIC TILE CEILING , 7 4" SPEAKER ENCLOSURE DETAIL 3" - 1' O" HOOK LATCH (3) ec- 3 5/8" STEEL STUDS AT 16" O -C. —CONT. HEAVY DUTY PIANO HINGE 2x 2x FRAMING FRAMING PROJECTION SCREEN CASE a I� 2x4 FRAMING ( i 1 LAYER GYPSUM - BOARD i_ 1r `- 2 LAYERS GYPSUM BOARD — WALL SHEATHING ,n SCREEN SECTION I ( 3/4^ = l'—O" / - -- 5/8" GYPSUM BOARD \ ELEVATION LIGHT FIXTURE- -- — 970' -6" - - -- LIGHT FIXTURES STAGGARD m om- WOOD TRIM y SEE 3/A502 x SEE ncrnu ,NDRAIL WHERE c SEE DETAIL 1¢ ",Y" STE 3[4 . I i /-- --- -- -- 5/8" GYPSUM BOARD -- - - - - -- ACOUSTICAL TILE ELEVATION 110' -0' -- LIGHT FIXTURES STAGGARD - - -- WOOD TRIM -- SEE 3/A502 ELEVATION 6" - - -5/8" GYPSUM BOARD xv r m' n 3 b 2 �'> c a r __ v4iGbvnl < c m` 3/4" SHEATHING � EI , Orl ­ DL- ASS A'ES RECESSED LIGHT FIXTURE COORDINATE INSTALLATION .AO U ` D d 5/8" GYPSUM BOARD � WITH ELECTRICAL aN ^ r ------ - - - - -- _ I I ' LY 2x6 BLOCKING I 1 I I � I 1 R I I N W W 2x6 CEILING FRAMING - 7 1/2" DIA. (2) �§" GYPSUM BOARD U 0 0 o WITH 5/8 GYPSUM SHEATHING TYPE ° X" BOARD AND ACOUSTIC H­ c TILE CEILING UJ ZO SLIGHT ENCLOSURE DETAIL Q UJ y VJ Q j R CD < W p L d' I W } O m HOOK LADDER OUT OVER DBL. 2X6 FRAMING KEEP SOUND ISOLATION CEILING j ASSEMBLY FREE FROM CONTACT WITH OTHER STRUCTURE, DUCTS, CONDUIT, ETC. !� SPRING AND RUBBER ISOLATION HANGER WITH MINIMUM 1 4" STATIC DEFLECTION- ' MASON INDUSTRIES TYPE 30N OR AS APPROVED COORD HANGER LOCATION AND c CAPACTY WITH HANGER MANUFACTURER LAY 6" SOUND ATTENUATION BLANKET OVER SOUND ISOLATION CEILING __..__- .1 -1/2" 16 GA. STEEL CHANNEL AT 4' -0" O.C. MAX. '� — METAL FURRING CHANNEL AT 16" O.C. MAX. \ SECURE TO CHANNEL WITH FURRING CHANNEL CLIPS 2 LAYERS 5 /8" GYPSUM BOARD. STAGGER JOINTS. SEAL BETWEEN LAYERS `- .ACOUSTICAL SEALAN \ACOUSTICAL SEALANT `- - -1/2" SCE -41 - -1/2" SCE -41 SPONGE NEOPRENE SPONGE NEOPRENE � --- TYPICAL PENETRATING DUCT, CONDUIT, OR PIPING nSOUND ISOLATION CEILING O r s te, , C ate C I :r, t c � c > a [IATE, - P-,IGINA- JCHL'D Al NIELSON BCID ILY& .__�`CIATES FIRST LINE OF BRACING 4' -0" OR LESS FROM WALL BOUNDARY CEILING SUSPENSION SYSTEM ' 0 1 1 Py nTYP. SEISMIC BRACING DETAIL ..I SCALE = N.T.S. w' 0 DETAIL Z�l 1MIIVb OLT 5/8" GYPSUM BOARD Al 2 DETAIL_ W w uJ Z cf) W O ID V x A tJJ ~ 0 Y '0o Q w y o �m mW 00 5 IY j w 0 M� 0 W H x L; U 2 x a U x�a W4 b Mme'\ 0 O e Project Number: Plan Series _... Property Number Sheet Title: WALL LIGHT COVE AND CEILING TRIM DETAILS Sheet A522 VERTICAL HANGER WIRES 4' -0" OC 1 5/8" STUD FOR SPLAY HANGER WIRE COMPRESSION AT 12'-0" O.C. EACH PLANE, EACH RUNNER 2" MIN 45 deg. MAX "� ( 45 deg. MAX 2" MIN ;= Ez �g G C i OS RN NNFR r �1TYP. SEISMIC BRACING DETAIL SCALE: N. T, S p SJ O P y o� SO a a a W w uJ Z cf) W O ID V x A tJJ ~ 0 Y '0o Q w y o �m mW 00 5 IY j w 0 M� 0 W H x L; U 2 x a U x�a W4 b Mme'\ 0 O e Project Number: Plan Series _... Property Number Sheet Title: WALL LIGHT COVE AND CEILING TRIM DETAILS Sheet A522 VERTICAL HANGER WIRES 4' -0" OC 1 5/8" STUD FOR SPLAY HANGER WIRE COMPRESSION AT 12'-0" O.C. EACH PLANE, EACH RUNNER 2" MIN 45 deg. MAX "� ( 45 deg. MAX 2" MIN ;= Ez �g G C i OS RN NNFR r �1TYP. SEISMIC BRACING DETAIL SCALE: N. T, S 8' -6" WIDE STRIP OF SECONDARY _ UNDERLAYMENT (3 STRIPS) IN VALLEYS APPLIED OVER SHEATHING 36" WIDE PRIMARY UNDERLAYMENT/ UNDER METAL VALLEY 3" MASTIC BED AT --- _ VALLEY METAL OVERLAP - 12" WIDE STRIP OF SECONDARY -- r UNDERLAYMENT OVER NAILED - -- _ EDGES 12" X 18" METAL SPLASH SET W/ MASTIC AND ATTACH UNDER VALLEY METAL W/ SCREW WITH NEOPRENE GROMMET a GENERAL PRIMARY UNDERLAYMENT V A 9❑ ROOFING MATERIAL L STAR TER COURSE 3® EXTEND BOTH UNDERLAYMENTS UP WALL 12" MIN. SECONDARY UNDERLAYM' 3 ROW TYP ❑ 1 12" STRIP SECONDARY UNDERLAYMENT ROOFING MATERIAL --`z - =W ENT OR FLUE PIPE y lb 2 N N y / z / a Y - -- - CUT SHINGLES TO FIT AROUND PIPE BOOT. ✓� - SET SHINGLES IN z V MASTIC OVER FLANGE. w 0 L _ - SHINGLES Lo UNDER FLANGE o 4 N CUT TIGHT TO PIPE. to 0 N PREFORMED PIPE BOOT WITH LARGE FLANGE a SET IN MASTIC ; PIPE BOOT FLANGE DETAIL � SCALE: NONE N 2x4 FASC SOFFIT VE INSECT SI FLASHING COUNTER ALUMINUM ALUMINUN ELASTOME SEQUENCE O ROOFING MATERIALS 1� 12" STRIP OF SECONDARY UNDERLAYMENT AT EAVE 2 METAL DRIP EDGE 3 GENERAL SECONDARY UNDERLAYMENT 4 VALLEY SECONDARY UNDERLAYMENT 5 VALLEY PRIMARY UNDERLAYMENT 6 VALLEY METAL 7 12' STRIP OF SECONDARY UNDERLAYMENT OVER NAILED EDGES 8 GENERAL PRIMARY UNDERLAYMENT 9 FIBERGLASS SHINGLES, STEP FLASHINGS 10 COUNTER FLASHINGS 6 SECTION %8" ��R /F 3 N 2 1/2 UNDERLAYMENT -2 PLY PRIMARY UNDERLAYMENT SHINGLES RIDGE BLOCKING (2) -%" GYPSUM BOARD WOOD TRIM SEE 5/A502 -- - -2 PLY PRIMARY UNDERLAYMENT - -- - -- SHINGLES 12 VARIES SEE PLAN SOLID BLOCKING G ( U, r ( e I` � I C x� n � m O 2� F o 4T L cRI GIN A 1 , 1 U N eo 3Y 11 EL "I FILE ao z If T= ,TO 1 J 3 y 1 p a a o <u v1 o T r r� H Lu Z U °o �co W Y �o Q LLl Q U) =^ f7 vJ Q 5 K m 4 — 2 w 00 1O m tY j W O m U SECONDARY UNDERLAYMENT SEE ROOF FRAMING PLAN, SHEET S104 o �¢ h GYPSUM BOARD TYPE .. @ Q GLU -LAM BEAM SEE d U FN STRUCTRUAL DRAWINGS h DETAIL w 4 wo 1 1/2�, = 1'-0" F--� h 0 m rc; '> 4 o FRONT EDGE OF c A541 -ROOF SHEATHING q, -- -� - - -- Tit JOISTS EXTEND I? \ _ JOISTS TO RIDGE o ' o \ \� �* 2x4 TAPERED BLOCKING Project Number LAID FLAT (BELOW SHE GLU -LAM BELOW -- - -- ___.. - 1 - -- ATHING) Plan Series: _.. 2x4 BLOCKING LAIC FLAT Property Number: -- - - - - -- (BELOW SHEATHING) I sneer rne: ROOFING DETAILS - \_ 2.4 TAPERED BLOCKING LAID FLAT (BELOW SHEATHING) i I j A I CLEAR VENT SPACE IN - ✓FRONT EDGE OF ALTERNATE JOIST SPACES ROOF SHEATHING WENT DETAIL J 1 112" - 1' -0" Sheer. A541 C METAL VALLEY -- _ 17" / PROFILE 8" WIDE VALLEY FLASHING IN 10' -0" MAXIMUM LENGHTS BENT TO FIT VALLEY PROFILE 24" WIDE VALLEY - - - - -- - LENGTHS SEE P SEE PROFILE 1" "V" CRIMP GENERAL PRIMARY UNDERLAYMENT - METAL DRIP EDGE METAL FRIEZE VALLEY FLASHING DETAIL I --STARTER COURSE THROAT VARIES WITH CONDITIONS - RIDGE CAP - - -- - - - - -- - - -- , i❑ VENTILATION CORE--- - - MASTIC BED (TYP. 9 10 COUNTERFLASHING OVER �... _ STEPPED SECTION / 5' BEND - - -_ a, - 77. A i r i i ROOFING MATERIAL 8" WIDE VALLEY FLASHING IN 10' -0" MAXIMUM LENGHTS BENT TO FIT VALLEY PROFILE 24" WIDE VALLEY - - - - -- - LENGTHS SEE P SEE PROFILE 1" "V" CRIMP GENERAL PRIMARY UNDERLAYMENT - METAL DRIP EDGE METAL FRIEZE VALLEY FLASHING DETAIL I --STARTER COURSE THROAT VARIES WITH CONDITIONS - RIDGE CAP - - -- - - - - -- - - -- , i❑ VENTILATION CORE--- - - MASTIC BED (TYP. 9 10 COUNTERFLASHING OVER �... _ STEPPED SECTION FLASHING. SEE 'E' THIS SHEET 5' BEND - - -_ M GENERAL SECONDARY UNDERLAYMENT (3 ROW TYPICAL) THROAT VARIES WITH CONDITIONS ----- - - - - -- RIDGE CAP VENTILATION CORE ------- --- -- � --- METAL DEFLECTOR W/ 1/4 "0 WEEP HOLES @ 8" Q.C. EACH SIDE------- - 5' BEND 12 VARIES J � SEE PLAN ROOF SHEATHING -- .,- - MANUFACTURED SS SEE ROOF FRAMING 4, SHEET S104 (I gRiF yJ a /a R _ I '-I 3/8' MIN, Y ' ti 2 DETA TRUSSED RAFTER - - - - -- 2x4 BLOCKING LAID AT 24" O.C. (BELOW SHEATHING) / - FLAT (BELOW SHEATHING) / - A54 CLEAR VENT SPACE IN ALTERNATE TRUSS BAYS y V t l /I T � I (- I ' EDGE OF ROOF SHEATHING RIDGE - BLOCKING 3 S ECTION 0 METAL DRIP EDGE THROAT VARIES WITH CONDITIONS - RIDGE CAP - - -- - - - - -- - - -- , i❑ VENTILATION CORE--- - 12" STRIP OF SECONDARY METAL DEFLECTOR W/ 1/4 "0 UNDERLAYMENT WEEP HOLES ®8' O.C. EACH SIDE 5' BEND - - -_ a, ROOF SHEATHING---------- -- -- -, - 0 METAL DRIP EDGE i PRIMARY UNDERLAYMENT ---------- UNDERLAYMENT ICE AND WATER SHETLD --- ICE AND WATER SHEILD SECONDARY UNDERLAYMENT SECONDARY UNDERLAYMENT 2" CARD - " ,— PROVIDE RIGID BAFFLE -__ RIGID BAFFLE BOARD BAFFLES MATERIAL AND NAILER 2" CARD - ----- — - MATERIAL AND NAILER AT INSULATION TO ALLOW BOARD BAFFLES 12 AT INSULATION TO ALLOW 12 FOR CLEAR VENT SPACE FOR CLEAR VENT SPACE 6 PLYWOOD VARIES BLOCKING WITH PLYWOOD SHEATHING I-JOIST BLOCKING WITH SEE PLAN[ ROTATION BLOCKING 4 D IA. VENT HOLES DIA. VENT HOLES (2) 3" DIA. I SEE DETAIL 5/A542 ROTATION BLOCKING SEE DETAIL 5/A542 ROTATIONAL 2x6 FASCIA - CUT TO-- CUT TO 2.6 FASCIA MATCH ROOF SLOPE BATT INSULATION MATCH ROOF SLOPE 2.6 FASCIA _____. _____l-JOtST ON 16" O.C, _I_JOIS7 ON 16" OC. MATCH ROOF 1�2 FASCIA TRIM CUT TO MATCH SLOPE SEE STRUCTRUAL DRAWINGS lx2 FASCIA TRIM SEE STRUCTRUAL DRAWINGS CUT TO MATCH SLOPE 1x2 FASCIA I GYPSUM BOARD TYPE "X" - -%" GYPSUM BOARD TYPE 'Y' CUT TO MAT( METAL DRIP EDGE-- METAL DRIPEDGE WEB STIFFENERS, SIZE - ------ WEB STIFFENERS, SIZE METAL DRIPS A AND ATTACHMENT PER AND ATTACHMENT PER JOIST MANUFACTURER JOIST MANUFACTURER 16d SINKER NAILS 2x4 FACIA FRAMING __(4) 16d SINKER NAILS AT 16" O/C ( EACH SIDE 2x4 FACIA FRAMING (2) EACH SIDE _ AT 16" O/C 41:- _ , E U EVATION METAL FASCIA---- AND SOFFIT 6 2x4 FASCIA 2.4 FASCIA 2x4 FASCIA -------- 3/4' SOFFIT VENT STRIP-­­ AND TRIM SEE SOFFIT VENT WITH SOFFIT VENT INSECT SCREEN INSECT SCREI ALUMINUM FRIEZE BOARD ALUMINUM FRIEZE BOARD ___,_L12 ,4 _31,1, "i __ ALUMINUM FIR - -_ ______SOFFIT VENT WITH INSECT SCREEN ------- ATLAS BRICK BEYOND 8"x4"xl 6" ATLAS BRICK LOUVER SEE A103 FOR SIZE WOO ELEVATION REGLET WITH 4- ELASTOMETRIC SEALANT ELASTOMETRIC SEALANT .E LEVATION ELEVATION '- ROOF MEMBRANE-­ 2E'-2" ROOF MEMBRANE 126 2" TAPERED RIGID TAPERED RIGID INSULATION INSULATION - Y4" PLYWOOD 3 /4 - PLYWOOD ON FLOOR CONCRETE FLOOR ON METAL DECK ON METAL DECK ✓_ Til JOIST SEE TJI JOIST SEE S DRAWINGS j BLOCK STRUCTURAL DRAWINGS STURC7URAL BEAM - ,.---..-.-STURCTURAL BEAM SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS u 1 112" rn�\QETAIL PRIMARY UNDERLAYMENT = 1'-0" SECONDARY A METAL DRIP EDGE 2x6 FASCIA ROOF SHEATHING ROTATIONAL BLOCKING BATT INSULATION 2.4 FASCIA 2" CARD BOARD BAFFLE SOFFIT VENT WITH INSECT SCREEN METAL SOFFIT O IA MECHANICAL DUCT WORK I If (SHOWN DASHED) - ROOF TRUSSES 24" 0_C 74L PLYWOOD WALKING PATH 3, THIS OCCURS AT 4 SIMI NOT SIMIL MECHANICAL DUCTWORK (2) V GYPSUM BOARD 3' TYPE "X' A L OCA TIONS ON THE BUILDING ELEVATION 1 1 26' 11-1/4" - - - -- - - - - - Ifr VAU LTED CEILING WHERE OCCURS, SEE PLANS —SUSPENDED CEILING SYSTEM WALLTYPES SHEET HEET A106 _.-L 123' -0" ROOMS BELOW (TYPICAL) - Z� QILQ SECTION U6 112" = 1 3 - )NROOF DETAIL 1 1/2" = l'-0" LAYMENT SHEILD , ERLAYMENT CARD BOARD BAFFLE INSULATION BATT INSULATION BO BLOCKING PRE MANUFACTURED TRUSS OR TJI 2" RIGID INSULATION 8"x4%16" ATLAS BRICK ASPHALT SHINGLES PRIMARY UNDERLAYMENT SECONDARY UNDERLAYMENT METAL DRIP EDGE 2x6 FASCIA 1.2 FASCIA TRIM ROTATIONAL BLOCKING 2.4 FASCIA METAL FASCIA SOFFIT VENT WITH INSECT SCREEN METAL SOFFIT O IA �j I If 'IT D JF,0NA_ -;" D EL, ,­TT N U D', E NIEL Al El'i L f RAKE DETAIL a b1 S 0C, 16d SINKER NAIL FROM BLOCKING TO JOIST --LOCATE KNOCKOUTS ON BOTTOM OF BLOCKING @DETAIL 1 1 -o ll (2) 4" HOLES CENTERED IN BLOCKING (2) 16d SINKER NAILS EACH SIDE )S 0 16' X Lli LLI Z to ILL] 0 D OD OD LU a 0 W < x Lu co UJI D z x 0 >­ U 00 IF FLASHING WELD Y FASTEN METAL FLASHING VLER, ALSO ADHERE METAL ) GFRC, TLAS BRICK METAL COPING (COLOR BY ARCHITECT) ­ GFRC CAPITAL SEE DETAIL 4/A544 FOR MOUNTING 2" GFRC PANEL z 0 :4 U, (L U P � W 0 z Project Number: PI. Seri— Property Number: Sheet Tille ROOFING DETAILS Sheet: A542 I B" WIDE VALLEY FLASHING IN (3) 36" WIDE S EETS SECONDARY 8'_6" - 10 " -0" MAXIMUM LENGTHS BENT TO UNDERLAYMENT FIT VALLEY PROFILE 4 1 S PRIMARY UNDERLAYMENT 115 24 "' WIDE PREFINISHED METAL 1 1 / VALLEY IN 10' -0" MAXIMUM i LENGTHS WITH 1' "V" CRIMP -SEE _ GENERAL PRIMARY 1 PROFILE - UNDERLAYMENT - .__. —� �a 1B "� - -_.- �"- MASTIC BED S, 0 - 70 ''y MASTIC BED AT VALLEY MET L (3) 36" STRIPS SECONDARY OVERLAP UNDERLAYMENT X12" STRIP SECONDARY NDERLAY U MENT - -- --- ROOF MEMBRANE. EXTEND N ROOF 1 6 " .,MINIMUM. � l DENS -DECK PRIME ROOF MEMBRANE I] ICE & WATER SHIELD ON ENTIRE FLAT ROOF DECK. METAL VALLEY - - - -PROFILE (MARY UNDERLAYMENT a 3) 36" STRIPS SECONDARY JNDERLAYMENi SET IN MASTIC %" PLYWOOD SHEATHING -- - -- -ROOF MEMBRANE. EXTEND UP ROOF 1' -6" MINIMUM. DENS -DECK PRIME 2 TAPERED INSULATION R -19 BATT INSULATION GYPSUM BOARD (TYPE ° X`) PROOFING DETAIL � SCALE: NONE SEQUENCE OF ROOFING MATERIALS i GENERAL SECONDARY UNDERLAYMENT DEN'S DECK OR TAPERED RIGID INSULATION VALLEY SECONDARY UNDERLAYMENTDEN'S DECK PRIME VALLEY PRIMARY UNDERLAYMENT VALLEY METAL 12" STRIP OF SECONDARY UNDERLAYMENT OVER NAILED EDGES 7� GENERAL SECONDARY UNDERLAYMENT GENERAL PRIMARY UNDERLAYMENT 9 FIBERGLASS SHINGLES, STEP FLASHINGS ® . - 8" WIDE VALLEY FLASHING IN METAL VALLEY (3) 36" WIDE S EETS SECONDARY 8'_6° 10' -0" MAXIMUM LENGTHS BENT TO UNDERLAYMENT , - FIT VALLEY PROFILE 4" -'� PROFILE Y L �., 1 224 WIDE PREFINISHED METAL PRIMARY UNDERLAYMENT VALLEY IN 10' -0" MAXIMUM f LENGTHS WITH 1" "V' CRIMP- PROFILE 18 t .! ,i - MASTIC BED AT VALLEY - - 1 __ - -- - -- - - -. -- t GENERAL 11 1 PRIM�Y DERLAYMENT (3) 36" STRIPS e` 1 / SECONDARY ® METAL OVERLAP z GENERAr IN DERLAYMENT PRIMARY - �� UNDERLAYMENT R , _ _ ro I 12 STRIP SECONDARY � / 0 A UNDERLAYMENT ._ VA,..�..., __. _ — � _ - __ __ - ,, - - - __ -_._ __ N SECONDARY -L(3) 36 STRIPS { k. S .'UNDERLAYMENT ARIE I __ _ -_ SHINGLES % COURSE SET IN MASTIC BED i ;� MASTIC BED �'--- - STRIP SECONDARY POOR SHEATHING / ,- _ UNDERLAYMENT FASCIA 2 VALLEY FLASHING DETAIL SEQUENCE DF ROOFING MATERIALS: 0 12" STRIP OF SECONDARY UNDERLAYMENT AT EAVE 2 METAL DRIP EDGE 3 GENERAL SECONDARY UNDERLAYMENT 4 VALLEY SECONDARY UNDERLAYMENT 5 VALLEY PRIMARY UNDERLAYMENT 6 VALLEY METAL 7 12" STRIP OF SECONDARY UNDERLAYMENT OVER NAILED EDGES 8 GENERAL PRIMARY UNDERLAYMENT 9 FIBERGLASS SHINGLES, STEP FLASHINGS 10 COUNTEFOASHINGS � c ti r o m a > � o o r im Rr Frv._ n 9 ,1Y . Q P 2 V rp a b1 S NGF LJ� W W F- uj Z U W° x W 0 Y �o Q Q >9 _ (7 Q �m 4 �W Lu j w D w O W - PRIMARY UNDERLAYMENT i / �- -SECONDARY UNDERLAYMENT W �{ 2" CARD _- F' -1. /� BOARD BAFFLE X -- ASPHALT SHINGLES . ,--- - - - - -- -PER- MANUFACTURED METAL LOUVER (COLOR BY ARCHITECT) p: y' xUd a U 8 BATT INSULATION p " GYPSUM BOARD -- y TYPE "X" w o - 4 SECONDARY UNDERLAYMENT — - Project Number: WRAP EXPOSED TJI'S IN 5 /e" FLASHING AND COUNTER GYSPUM BOARD (TYPE "X ") COORDINATE WITH MECHANICAL FLASHING COLOR TO MATCH Plan Series / DUCTWORK ON SIZE OF OPENING % LOUVER PRIMARY UNDERLAYMENT Proper Numtfe -- y r: / 1 Sheol Title: ROOFING PLYWOOD SHEATHING DETAILS GYPSUM BOARD - - -- TYPE "X" 2" CARD BOARD BAFFLE BLOCKING AS REOUIREO — LOUVER DETAIL 1 1/2" = 1' -0" BATT INSULATION Sheet: A543 nR00F DRAIN ON METAL DECK V 2N. OOF DRAIN W /OVERFLOW ( N.T.S. T. S. --ARCH ITECTURAL ` LOUVER FLASHI ELEVATION 131 8" -ATLAS WAINSCOT -ATLAS BRICK SOLIDER COURSE "ELEVATION ATLAS BRICK 1 " ,LOUVER DETAIL J 1 1/2" = 1' -0" :LASTOMETRIC SEALANT GFRC CAPITAL -- -EPDXY /SET ANCHOR ial INTO ATLAS BRICK - - - -- 87x4 "x16" ATLAS BRICK SEALANT 74 x 2Y2" WOOD NAILEI TAPERED RIC INSULATION 4�" PLYWOOE SHEATHING 2" RIGID INS BATT INSULP TJI'S SEE ST DRAWINGS fie" GYPSUM (TYPE "X ") 1 1/2' ' 2" -11/2" ,�' \GFRC DETAIL 1 1/2" = l' -0" ATLAS BRICK BEYOND-- - - _ELASTOMERIC SEALANT / MATCH GROUT COLOR ALUMINUM WINDOW SYSTEM IC METAL COUNTER FLASHING SHIM SEALLANT ANT MATCH - SEALANT -- _ -� / / (COLOR BY ARCHITECT) EMBEDED WINDOW SILL - - - - - GROUT COLOR ATLAS BRICK INTO MORTAR JOINT H —METAL FLASHING 2" RIGID INSULATION METAL COPING - - -, (COLOR BY rL �SHINGLES ARCHITECT) -_ TAPERED RIGID INSULATION EMBEDED INTO - % MORTAR JOINT ELASTOMERIC -- ; METAL DECKING -- - - - -- REGLET WITH---.-.----.. SEALANT - - --- - PRIMARY UNDERLAYMENT ASTOMERIG SEALANT - HSS 12x6046" �'ie" 1x4 WOOD - - SE T _ - -- _ - -- - ICE AND WATER SHETLD GYPSUM BOARD - �. T ;y _ PLATE _- -_- �� 8 "x4 "x16" -- -. v i SECONDARY UNDERLAYMENT ATLAS BRICK ' -�� - - -__ - - -''-' STEED BEAM, SEE -- - PLYWOOD -_- GFRC CAPITAL -- _ T RIGID - - - - -- � � � SHEATHING STRUCTURAL DRAWINGS SEE DETAIL INSULATION r = - - -- -PRE MANUFACTURED 4/A455 ..__ iRU S TAPERED - __ -__ -_ -- -. ._ -. -- STEEL BEAM RIGID INSULATION " ' - - "� SEE STRUCTRUAL � � 3�b" MTL- STUDS ®i6" _ - - - -- - -- -_ � 0/C W /BATT INSULATION ATLAS BRICK - - --� '� 6" CONCRETE ON DRAWINGS BEYOND 3" METAL DECK CMU BLOCK - -- -- - - - - -- ._. _ METAL STUD FRAMING -- \ - PLYWOOD - BLOCKING- - - - - -- DECK GFRC PANEL --- - -- 8 "x4 "06" ATLAS BRICK - -- TJI JOIST-'_- METAL FRIEZE BOARD--' \ 9¢" GYPSUM BOARD - ROOF STEEPLE DETAIL -- 1 1 /2° = 1'--0 4 ( GFRC DETAIL O ROOF -C)" SE ROOF MEMBRAN �aT ' S O P S � FLASHING ROOF ATLAS BRIG 1 S MEME - FLASHING STRIP. TAPEF PROVIDE ELASOMERIC SEALANT BEYOND NSUL STRAINER MATCH GFRC PANEL SET ON ROOFING SEALANT STRAINER PROVIDE A FLAT REGLET FOR SET ON ROOFING SEALANT CAULKING- . - -- -ROOF MEMBRANE SYSTEM BATT INSULA a ', —METAL FRIEZE BOARD MOUNTING PLATE T ROOF MENBRANE ROOF SHEATHING BLOWN IN INSULATION - 2 1/2" x 7 1/4" WOOD---- - I�I Il i OOHNG MEMBRANE 2.8 WOOD FRAMING a (�J ROOF MEMBRANE SYSTEM, OOHNG MEMBRANE fie" GYPSUM RUN UP WALL BEHIND METAL FRIEZE \ - -- TAPERED RIGID BOARD — 'X" _ INSULATION �)lr 24" RADIUS TAPERED 2° METAL 1/2" SHEATHING -� �I 24" RADIUS TAPERED TYPE ' -'- 3/4" PLYWOOD DECKING EXTRUDED POLYSTYRENE ATLAS TJL SEE STRUCTURAL AND T DRAWINGS SLOPE TO DRAIN (TYPE Y') I EXTRUDED POLYSTYRENE TIS TYPICAL �I SLOPE TO DRAIN 3 METAL , STUD WALL METAL DECK 3/4" PLYWOOD ' "/✓ W /BATT INSULATION SHEATHING ---- -' INSTALL ROOF DRAIN- -- - --'� INSTALL ROOF DRAIN- - - -- _- '=. - TAPER INSULATION 2" RIGID W/ EXTENSION PIPE IF _' W/ EXTENSION PIPE IF - AS REQ. INSULATION REQUIRED TO MATCH REQUIRED TO MATCH INSULATION THICKNESS INSULATION THICKNESS - PLYWOOD AND SUPPORTING FRAME'S ,.� AND SUPPORTING FRAME'S - - HEIGHT HEIGHT ROOF DRAIN RING CLAMP - -- ROOF DRAIN RING CLAMP - SUPPORTING ANGLE FRAMES, SUPPORTING ANGLE FRAMES, - -- - BLOCKING AS REQ. SEE STRUCTURAL SHEETS '� SEE STRUCTURAL SHEETS NOTE: OVERFLOW DRAIN HAS 2" HIGH INSIDE EXTENSION RING, ITS NOTE: OVERFLOW DRAIN HAS 2" HIGH INSIDE EXTENSION RING. ITS TOP OF DRAIN IS 2" HIGHER THAN THE REGULAR ROOF DRAIN TOP OF DRAIN IS 2" HIGHER THAN THE REGULAR ROOF DRAIN nR00F DRAIN ON METAL DECK V 2N. OOF DRAIN W /OVERFLOW ( N.T.S. T. S. --ARCH ITECTURAL ` LOUVER FLASHI ELEVATION 131 8" -ATLAS WAINSCOT -ATLAS BRICK SOLIDER COURSE "ELEVATION ATLAS BRICK 1 " ,LOUVER DETAIL J 1 1/2" = 1' -0" :LASTOMETRIC SEALANT GFRC CAPITAL -- -EPDXY /SET ANCHOR ial INTO ATLAS BRICK - - - -- 87x4 "x16" ATLAS BRICK SEALANT 74 x 2Y2" WOOD NAILEI TAPERED RIC INSULATION 4�" PLYWOOE SHEATHING 2" RIGID INS BATT INSULP TJI'S SEE ST DRAWINGS fie" GYPSUM (TYPE "X ") 1 1/2' ' 2" -11/2" ,�' \GFRC DETAIL 1 1/2" = l' -0" ATLAS BRICK BEYOND-- - - _ELASTOMERIC SEALANT / MATCH GROUT COLOR ALUMINUM WINDOW SYSTEM IC METAL COUNTER FLASHING SHIM SEALLANT ANT MATCH - SEALANT -- _ -� / / (COLOR BY ARCHITECT) EMBEDED WINDOW SILL - - - - - GROUT COLOR ATLAS BRICK INTO MORTAR JOINT H —METAL FLASHING 2" RIGID INSULATION METAL COPING - - -, (COLOR BY rL �SHINGLES ARCHITECT) -_ TAPERED RIGID INSULATION EMBEDED INTO - % MORTAR JOINT ELASTOMERIC -- ; METAL DECKING -- - - - -- REGLET WITH---.-.----.. SEALANT - - --- - PRIMARY UNDERLAYMENT ASTOMERIG SEALANT - HSS 12x6046" �'ie" 1x4 WOOD - - SE T _ - -- _ - -- - ICE AND WATER SHETLD GYPSUM BOARD - �. T ;y _ PLATE _- -_- �� 8 "x4 "x16" -- -. v i SECONDARY UNDERLAYMENT ATLAS BRICK ' -�� - - -__ - - -''-' STEED BEAM, SEE -- - PLYWOOD -_- GFRC CAPITAL -- _ T RIGID - - - - -- � � � SHEATHING STRUCTURAL DRAWINGS SEE DETAIL INSULATION r = - - -- -PRE MANUFACTURED 4/A455 ..__ iRU S TAPERED - __ -__ -_ -- -. ._ -. -- STEEL BEAM RIGID INSULATION " ' - - "� SEE STRUCTRUAL � � 3�b" MTL- STUDS ®i6" _ - - - -- - -- -_ � 0/C W /BATT INSULATION ATLAS BRICK - - --� '� 6" CONCRETE ON DRAWINGS BEYOND 3" METAL DECK CMU BLOCK - -- -- - - - - -- ._. _ METAL STUD FRAMING -- \ - PLYWOOD - BLOCKING- - - - - -- DECK GFRC PANEL --- - -- 8 "x4 "06" ATLAS BRICK - -- TJI JOIST-'_- METAL FRIEZE BOARD--' \ 9¢" GYPSUM BOARD - ROOF STEEPLE DETAIL -- 1 1 /2° = 1'--0 4 ( GFRC DETAIL O ROOF -C)" SE n ROOF DETAIL i I 1 112" _ V-0" CANO DETAIL TEEL BEAM :EE STRUCTRUAL , RAW1NGS METAL FASCIA PROVIDE OPENING IN SHEATHING TO ALLOW FOR AIR TO PASS­, )z" PLYWOOD PANEL- 0ROOF DETAIL 1 1 / 2 " = 1'-0 GFRC PANEL 2E- FINISHED METAL COPING -RC CAPITAL :E DETAIL 4/A544 )R MOUNTING x4 "x16" ATLAS BRICK EYONO) a "x Y2" STEEL PLATE TH STUDS AT 12" O.C. ASTOMERIC SEALANT PROOF CAP DETAIL J 1 2 „ = 1' -0 ., U.. d O^ -r �; wx MR u 0 c P a 0 3' S ati S z N _ ----- ELASTOMETRIC SEALANT ROOF MEMBRAN �aT ' S O P S � FLASHING ROOF .------ - -GFRC PANEL 1 S MEME - FLASHING STRIP. TAPEF PROVIDE ELASOMERIC SEALANT NSUL MATCH GFRC PANEL META[ - -ROOF MEMBRANE PROVIDE A FLAT REGLET FOR DECK[ WOOD WALL FRAMING - - - - -- . - -- -ROOF MEMBRANE SYSTEM BATT INSULA a ', —METAL FRIEZE BOARD MOUNTING PLATE NON - COMBUSTABLE ROOF MENBRANE ROOF SHEATHING BLOWN IN INSULATION - 2 1/2" x 7 1/4" WOOD---- - FRAMING CUT TO FIT 2.8 WOOD FRAMING ROOF MEMBRANE SYSTEM, BOTTOM PLATE - - - -- - I RUN UP WALL BEHIND METAL FRIEZE \ - -- TAPERED RIGID _ INSULATION METAL 1/2" SHEATHING -� ' -'- 3/4" PLYWOOD DECKING ATLAS TJL SEE STRUCTURAL BEYOND DRAWINGS - .. _ . ._ -5/8" GYPSUM BOARD (TYPE Y') n ROOF DETAIL i I 1 112" _ V-0" CANO DETAIL TEEL BEAM :EE STRUCTRUAL , RAW1NGS METAL FASCIA PROVIDE OPENING IN SHEATHING TO ALLOW FOR AIR TO PASS­, )z" PLYWOOD PANEL- 0ROOF DETAIL 1 1 / 2 " = 1'-0 GFRC PANEL 2E- FINISHED METAL COPING -RC CAPITAL :E DETAIL 4/A544 )R MOUNTING x4 "x16" ATLAS BRICK EYONO) a "x Y2" STEEL PLATE TH STUDS AT 12" O.C. ASTOMERIC SEALANT PROOF CAP DETAIL J 1 2 „ = 1' -0 ., U.. d O^ -r �; wx MR u 0 c P a 0 3' S ati S z N _ ----- ELASTOMETRIC SEALANT ROOF MEMBRAN - - - - -- - -- PRE - FINISHED METAL S O P S � FLASHING TAPERED RIGID .------ - -GFRC PANEL 1 S —SCORE GFRC PANEL FOR - FLASHING STRIP. PROVIDE ELASOMERIC SEALANT IN SCORING, SEALANT TO MATCH GFRC PANEL - -ROOF MEMBRANE DENS -DECK PRIME FLASHING STRIP (TYPE "X ") HOT -AIR WELD BATT INSULA - - -- SLOPE AS REQUIRED MOUNTING PLATE 5/8" PLYWOOD - -- 8 "x4 %16' ATLAS BRICK ROOF SHEATHING 2 1/2" x 7 1/4" WOOD---- - FRAMING CUT TO FIT 2.8 WOOD FRAMING HOT AIR I h ,'J —METAL SOFFIT @ROOF /GFRC DETAIL 1 1 /2 " = 1 -O" i I. El J I E_E a 11c-ONL � IA ES ROOF MEMBRANE FLASHING STRIP FLASHING METAL COPING (COLOR TO MATCH ROOF MEMBRANE) ATLAS BRICK 10 STEEPLE FLASHING DETAIL ,ROOF DETAIL ROOF MEMBRAN --,-----2X BLOCKING S O P S � f �'L TAPERED RIGID ROOF MEMBRANE MEMBRANE 1 S TAPERED RIGID INSULATION PLYWOOD DECK —BATT INSULATION - -_- GYPSUM BOARD - (TYPE "X ") GYPSUM (TYPE "X ") BATT INSULA ---- _ - 7Y4 "x 2Y2 ROTATIONAL MOUNTING PLATE WITH (2) 2" - -- 8 "x4 %16' ATLAS BRICK 8 "x4 ° x16" Al ,ROOF DETAIL l% w I- W Z 7) L) W ~ co Y �o Q >< F- 0 (1) a <m w 2w CID ofr ,- W D x m o F FACIA TRIM 1 ''" y 0 4 FACIA TRIM r�, m V IL U V) ° F x F a - FINISHED METAL COPT W � SCIA TRIM BLOCKING z FACIA TRIM 'ITH INSECT SCREEN o� 0 w RIEZE BOARD U o O Project Number: Plan Senes: -- Property Number; Sheet Till': ROOFING DETAILS Sheet: A544 S O P S � f �'L z vj a 1 S UTG l% w I- W Z 7) L) W ~ co Y �o Q >< F- 0 (1) a <m w 2w CID ofr ,- W D x m o F FACIA TRIM 1 ''" y 0 4 FACIA TRIM r�, m V IL U V) ° F x F a - FINISHED METAL COPT W � SCIA TRIM BLOCKING z FACIA TRIM 'ITH INSECT SCREEN o� 0 w RIEZE BOARD U o O Project Number: Plan Senes: -- Property Number; Sheet Till': ROOFING DETAILS Sheet: A544 - "' CONT. MOUNTING STRIP - W/ 1/4" DIA SCREWS AT 16" O.C. TOP AND BOTTOM INTO STUDS w U'. - -- -OPEN FRONT i REMOVABLE VERTICAL DIVIDERS RABBETED INTO SHELVES TOP & BOTTOM (12 EQUAL �'. a SPACES) ul i - ADJUSTABLE SHELVES i ' - -BACK -- : ......BASE ' -- -iX BASE FRAMING O SECTION N z w O 0 1X4 CONT. MOUNTING STRIP W/ 1/4 DIA SCREWS AT 16" O.C- TOP AND BOTTOM INTO STUDS -- -OPEN FRONT REMOVABLE VERTICAL DIVIDERS RABBETED INTO SHELVES TOP & BOTTOM (12 EQUAL SPACES) I - ADJUSTABLE SHELVES BACK - BASE v - -1X BASE FRAMING O SECTION AS NOTED ON ELEVATIONS - DOOR I n - -- ADJUSTABLE SHELVES (TYPICAL) -- - 3/4 FIXED SHELF W/ HARDWOOD EDGE - -DOOR - _ BACK - °'y.._. _._... BASE - -1x BASE FRAMING O SECTION Amy -- -1X4 CONT. MOUNTING STRIP : W/ 1/4" DIA. STRIP W/ 1/4" 'IX4 CONT. MOUNTING STRIP DIA. SCREWS AT 16" O.C. TOP W/ 1/4" DIA. SCREWS AT 16' AND BOTTOM INTO STUDS """"" ADJUSTABLE SHELVES REFER O.C. TOP AND BOTTOM INTO : : - - -- - - -- -DOOR WHERE APPLICABLE STUDS i 2� : o, TO ELEVATIONS FOR NUMBER) - ADJUSTABLE SHELVES (VERIFY f [ DOOR WHERE APPLICABLE WITH ELEVATION NUMBER OF -x - _- WALL LINE o' ADJUSTABLE SHELF (VERIFY SHELVES) o -- WITH ELEVATION NUMBER OF -WALL LINE I SHELVES) : - -- COUNTERTOP AND SPLASH WALL LINE COUNTERTOP AND SPLASH 1 ^ z DRAWER FRONTS ( i Y P n - - -- -1X4 CONT. MOUNTING STRIP W/ 1/4' SCREWS AT 16" O.C. TOP AND BOTTOM INTO STUDS - - - - - -- ADJUSTABLE SHELVES (VERIFY WITH ELEVATIONS NUMBER OF SHELVES) DOOR tna 2 ' -1 Y 8 ,. _. .._.WALL LINE COUNTERTOP AND SPLASH 2'- tY - COUNTERTOP AND SPLASH -I 2'- 7Y -ALSE DRAWER FRONT 31NK 7'- 11 tr, o ---- -- w ' - FALSE DRAWER FRONT DOOR I i 3 ",., - - - 3/4" WITH FINISHED EDGE SINK DRAWERS- - .1 - 1' 11. - -DOOR 3ASE `a : _.BASE -- -BASE `z - -1X BASE FRAMING IX BASE FRAMING - , 1X BASE FRAMING O SECTION SECTION SECTION 3/4" = 1' -0" ® 3/4 = 1' -0" O 3/4„ = 1' -0 114 3 - HARDBOARD VERTICAL DIVIDERS SMOOTH BOTH SIDES _ (REMOVABLE) RABBETED INTO WOOD MEMBER TOP AND BOTTOM ( EQUALLY SPACED) BASE SECTION I :D SHELF )WOOD EDGE :K - -1x BASE FRAMING a SECTION WALL 10 3 0 d S a VVGF' COUNTERTOP AND SPLASH � - 2 . - - COUNTERTOP 2 1Y4 2 1 Y4 �: -1X4 FRAMING -._ IT - -FIXED SHELF �� �' I 1 10 O. -_ ` 1Y2 FIN SHED I SIDE , - -. N S F HED BOTH o... ... ° _1 /4.. BACK : 1 -104 o, SIDES - 3 / 4 ( PLYWOOD ONT. MOUNTING M, o,. - - -- FINISHED BACK I. a BRACE SUPPORT STRIP - _ d : i r u 2" DIA. HOLE (4 ) DRAWERS __- .. --- - - - - -- DIVIDER Q: w '', : : '- ADJUSTABLE SHELF -'BASE a -- T- . -BASE _ 3 A TYPl - ' - DRAWER 3 ^ -1X BASE FRAMING _ O SECTION 2 SECTION a SECTION 4 FRONTS (TYP.) O SECTION 5 j 1 3/4„ = i ,_ 0 .. 3 3/4 _ 1 , 0., 3/4" = 1' -0" 3/4 - 1 . 0 .. 1 I -DOOR D 1 x - -- ADJUSTABLE SHELVES WALL �INE - -- COUNTERTOP AND SPLASH 22 - A55 WALL LINE Io �- : --3/4 (TYPICAL) E LF COUNTERTOP 2' 1Y4° COUNTERTOP AND I - W/ HA RD AXWOOD _. F. 3Y2 2' 1Y4° 2'_ -1Y SPLASH n EDGE n ..... 1X4 FRAMING Y- - -- - -- - - COUNTERTOP - * e WOOD MEMBER. -.. 3 34„ • �.;. : ° _ DOOR REMOVABLE VERTICAL 3 __ -- _ -- BACK - ^ ° DIVIDERS RABBETTED : - -- -DOOR 22 [ 2 "X3" STEEL n j INTO WOOD MEMBER TOP .' �" A55 TUBE - PAINTED _ : -- -- ADJUSTABLE ' AND BOTTOM (9 EQUAL j o • : SHELF SPACES) _LEDGER of - ADJUSTABLE -- - -0PEN v v SHELF 3/4" SOLID ° i/4" BACK C -'•.. : : WOOD PANEL • : • BASE - i __.. -. I• -BASE _._.___ ___ �... - -DOOR FRAME BEYOND ° ° - -BASE - a " BASE F�t IX BASE FRAMING # - -- -- 1 - - -- c IX BASE FRAMING -- ADHESIVE - -iX BASE FRAMING - - 1x BASE FRAMING o SECTION 1 6 3/4 _ . -0 „ v SECTION � 3/4" = 1' -0" SECTION � 3/4" = 1' -0" SECTION _ " 3/4 ,. = 1' -0„ — ( � % 4� SECTION - 3/4 = 1' -0„ CJ HARDWOOD TRIM -- ACOUSTICAL TILE WHERE OCCURS - -- CEILING LINE 2X2 BLOCKING -- Y4" 3 > O 0 -- -- - WOOD PANEL TO MATCH CABINETS - - -- - -2X2 BACKING ATTACHED TO TOP OF CABINET -- - CABINET UNIT DETAIL C -7 6" = 1' WALL [ILL 8" COVED TILE BASE .TILE TILE OUTCORNER ILK BETWEEN COVED TILE SE AND FLOOR TILE OUT BETWEEN ALL FLOOR AND _L TILE EXCEPT WHERE NOTED 8" CERAMIC FLOOR " CORNER TILE DETAIL 3/4 = 1' -0" ti O '• r . 4 °r O ru '� p c r � 10 3 0 d S a VVGF' 1 1 L w W r w Z U D w ~ Y �O LLI Q L > � 0 R x M uJ O w 1 W z O co W H O x U 4 a U H F �D W � z ' m o� w Q 0 0 Project Number: Plan Series Property Number Sheet rne: MILLWORK DETAILS Sheet: A551 20 A551 :��•� ...... DOOR -- ADJUSTABLE - SHELVES (VERIFY NUMBER N WITH ELEVATIONS) -BACK -- -1X4 CONT. MOUNTING STRIP -y W/ 1/4" DIA. SCREWS N AT 16" O.C. TOP AND BOTTOM INTO STUDS COUNTERTOP AND 2' -1)/, SPLASH —_ fir.. � I A -- DRAWER FRONT GROMMET ^ I -- SUPPORT BEYOND _ . _ . BASE -- ADHESIVE SECTION - -1X4 CONT. MOUNTING STRIP • 1' 2 "_ W/ 1/4" DIA. SCREWS AT 16 O.C. TOP AND BOTTOM INTO STUDS - -- -DOOR WHERE APPLICABLE _ __ -- ADJUSTABLE SHELF (VERIFY NUMBER WITH ELEVATIONS) ' --- --WALL LINE z w 0 m'. m - COUNTERTOP AND SPLASH 2 -1Y4 _ _ _� ' •^ -rte•'. \ °. e — -DOOR 1'- 713 o' M'. - -- -- ADJUSTABLE SHELF - -BASE c,. - -- IX BASE FRAMING SECTION -- COUNTERTOP 1 10 - -1 WOOD FRAMING WITH WOOD SCREWS w _ m' • -- w - -2XB BLOCKING BETWEEN STUDS FOR o 'j � 'v BRACKET LAG BOLTS - 5/16" X 2" PAINTED METAL BRACKETS ® 32 " O.C. MAX. [ ANCHOR SECURELY WITH 3/8 DIA. LAG BOLTS (SPACE BRACKETS LAG BOLTS 0 30" MIN. CLEAR AT LAVATORIES) `- CERAMIC TILE VANITY COUNTER 3/4" = 1' -0" -- -COUNTERTOP U - 1X4 CONTINUOUS 2" x 3" x 1/4" -- - 2 LAYERS 3/4" SUBSTRATE STEEL TUBE PAINTED - - - - 1" x 2" x 3/16' STEEL PLATE WELDED TO TUBE - 3/4" x 1 1/4" SCREW TO CABINET EACH END LEDGER. SCREW TO TUBE COUNTERTOP DETAIL 3 , " = 1 . O „ 1 SECTION F I N I S H SIC H E D U LE 4 , -0 " TACK STRIP ALUMINUM FRAME r r '- VISUAL DISPLAY 'g - BOARD TYPE 1 _ 1 ALUMINUM CHALKRAIL ROOM 103 104, 105, 114, 115, 134, 153, 154, 164. 171, 201, 202, 2D9, 210, 233, 236, 237, 244, 245, 247 ROOM 133, 211 (NO CHALK RAY) /1 VIS ISPLAY BOAR SCALE: 112" = 1' -0" TACK STRIP ROOM iO3 /3 VISUAL DISPLAY BOARDS SCALE: 1 12" = 1' -0" NOT USED VISUAL /? DISPLAY BOARDS SCALE: 1/2" = 1' -0" 2 0" .- 6'-Q °. ... .. -... F 2'-0' FACK STRIP '- ALUMINUM `--ALUMINUM FRAME x VISUAL DISPLAY VISUAL DISPLAY BOARD TYPE 2 - VISUAL DISPLAY TYPE 1 - CHALKBOARD BOARD TYPE 1 VISUAL DISPLAY ALUMINUM TYPE 2 - TACKBOARD CHALKRAIL -. ROOM iO3 /3 VISUAL DISPLAY BOARDS SCALE: 1 12" = 1' -0" NOT USED VISUAL /? DISPLAY BOARDS SCALE: 1/2" = 1' -0" 2 0" .- 6'-Q °. ... .. -... F 2'-0' FACK STRIP ROOM 119, 126, 127, 214, 215, 227, 228 /4 VISUAL DISPLAY BOARDS SCALE: 1/2" = 1' -0" VISUAL DISPL AY - ALUMINUM BOARD TYPE 2 - FRAME '- ALUMINUM FRAME x VISUAL DISPLAY BOARD TYPE 2 --" TYPE 1 - CHALKBOARD VISUAL DISPLAY TYPE 2 - TACKBOARD BOARD TYPE 1 ALUMINUM CHALKRAIL. ROOM 119, 126, 127, 214, 215, 227, 228 /4 VISUAL DISPLAY BOARDS SCALE: 1/2" = 1' -0" VISUAL DISPL AY - ALUMINUM BOARD TYPE 2 - FRAME VISUAL DISPLAY -A,.0 M1NlJM BOARD TYPE 2 FRAME SCH E LL `...t 2' 0' i TYPE 1 - CHALKBOARD TYPE 2 - TACKBOARD TYPE 3 - MARKERBOARD TYPE 4 - DISPLAY CABINET - - 1"EN NO E. e ALL CHALK BOARDS TO BE MOUNTED W/ ANCHOR DRILLED ° THRILL _ W/ COUNTERSUNK HEAD IN CHALK TRAY BEHIND TACK STRIP_ 2, ALL TACK BOARDS TO BE ROOM '09, 110 °" ROOM 105, 133, 211 MOUNTED W/ ANCHORS DRILLED 147 157, 158, 205, 206, THRU ALUM. FRAME W/ 240, 241, 246, 249 COUNTERSUNK HEADS. 3. LOCATION OF ANCHOR TO BE VISUAL VISUAL S METRICAL 15 /6 4, RE 4 REFER T° RF CEILING DISPLAY BOARD DISPLAY BOARD L PLAN FOR PLACEMEM SCALE 1 /2 " =1' -0" SCALE: 1 /2 " =1'- O" VISUAL DISPLAY -- ALUMINUM BOARD TYPE 2 FRAME REFER TO H/1,51 - GL ASS _ y FOR MOUNTING REQ. -LOCK � _ S i * CORRIDOR 117 (2), COORIDOR 106 (2). 123 (2), 208 (2), 248(4) 238 (2) HALLWAY 160 (2) --- VISUAL DISPLAY BOARD TYPE 4 SOUND EQUIPMENT 254 /7 VISUAL DISPLAY BOARD /8 VISUAL DISPLAY BOARD SCALE 112" = l' -O" SCALE: 1/2" - V -O" ? - y -TACK STRIP BISHOP 112 e 155, 156, 203, 2,14 •42, 243 /9 VISUAL DISPLAY CABINET SCALE: 112' - 1. -0" VISUAL DISPLAY -- ALUMINUM BOARD TYPE 3 - FRAME REFER TO H /A601 FOR MOUNTING REQ. cF ROOM 140 10 VISUAL DISPLAY BOARD SCALE: 1/2" = 1-0" 0 W W = SPECIAL = SPECIAL DESCRIPTION DO CD 0 o ROOM NAME o J J J EQU o ROOM NAME o L ' i � J EQ Of 0 m 3: U U W O m 'S U U MAIN FLOOR SECOND FLOOR F FLOOR 101 VESTIBULE__ F3,F6 _ B2 _ __W C4 OPEN _ _ _ 200 1_ ROOM Fi _ _ Bt W4 Cl 9' -0' S2 102 COATS _ F1 81 W4 00_4_ 9" 0" 52,519 202 ROOM Fl BI W4 Cl 9'-0" S2 103 ROOM F1 B' W4 C1 _ 9 " -0" S2 203 OFFICE Ft Bi W4 001 9 0" S2,53 - F1 CARPET F2 WOOD FLOOR SYSTEM v 104 ROOM _ F1 Bi _ 001 9' -_0 S2 204 OFFICE _ _ F1 B1 W4 Cl 9'0" S2,S3 F3 PAVER TILE - 105 SERVING F3 B2 WS C4 9 -O° S2,S3.S11 205 CLERK F1 B1 W4 Cl 9' - -0" S2,S3 F4 CONCRETE - PAINTED 106 CO RRIDOR _ F1 61 W4,W9 Cl 9 C" S2 S10 _ 206 CLERK _ Ft B1 W4 C1 p9'-O"S2,S,3 FS 3/4" SHEATHING - PAINTED 107 CORRIDOR F1 B1 W4,W9 C1 9' 0 " S2,S8,S10 207 STORAGE FI B1 W5 S F6 CARPET TILE 108 MOTHERS F1 81 W4 004 9' -0" 52,S17 208 CORRIDORS F1 Bi W4,W9 C1 S8,S10 F7 STAIR TREADS AND RISERS - PAINTED 109 CUSTODIAN F3 B2 W3,W5 C5 9' 0" S13 209 ROOM F1 Bl W4 C1 110 CLERK F1 Bi W4 C1 9 0" S2,S3 210 ROOM Fl Bl W4 001 B BA SE 111 CLERK F1 B1 W4 001 9' - 0" S2,S3 211 ROOM F7 B1 W4 001 112 OFFICE _ F1 B W4 001 9' -0" S2,S3 1 F3 B4 W3, W5 004 B1 CARPET 113 OFFICE - Fl Bt W4 Cl 9' -0" S2,S3 m 213 WOMEN F1,F3 B1,B4 W3,W5 C4 9' -0" S2,S17,S18 B2 TILE 714 RO0M F1 BI W4 Cl 9' -0" S2 214 ROOM F B1 W1,W2 C3,C4 9' -0" S1,S2,S3,S15 83 6" RUBBER O 115 ROOM F1 81 'W4 Cl 9'-0" S2 215 ROOM Ft Bi W1,W2 C3,C4 9' 0" S1,S2,S3,S15 B4 TILE 116 ELEC TRICAL F4 B3 WS OPEN 79 216 COATS Fl 81 W4 C4 9 0" S 2,S19 B_ METAL ANGLE SEE DETAIL 13/A501 11 CORRIDOR F B1 W4 C3 9' -0" S2,S8,S1 21 FOYF _ F1 _ Bt _W4 _ C4 9 -0" S_2 NOTE: 118 AESTI F3,F6 B2 W5 C4 9' -0" 218 CORRIDOR F1 B1 W4, W9 Ci 9' 0" S2 ALL PAINT IS COLOR LEVEL IT ............ 119 ROOM F1 B1 W1,W2 C3.C4 8- S1,S2,S3,S15 219 STORAGE Ft Bt W.5 CS 9' 0" S9 W WALLS UNLESS NOTED OTHERWISE 120 1 NOT USED 220 1 NOT USED W1 WALL COVERING -- "A" _ 121 MEN F3 B4 W3,W5 C4 9' 0' S17,S18 221 OVERFLOW F1 B1 W8 C4 10' -7" S'I W2 WALL COVERING - "B" 122 WOMEN F3 B4 W3,W5 004 9' 0" S17,Sl8 222 CH F1 B1 W8 004 VARIES S1 W3 CERAMIC TILE 1 _ 123 CORRIDO F1 BI W4 _ _ _ Cl 9' -0" S2,S10 223 ROSTRUM_ ____ __ _F7 BI W _ -4 VARIES S1,S W4 WALL COVERING "A" WAINSCOT WITH PAINTED GYPSUM BOARD ABOVE 124 FOYER F1 81 W4 C3 9'-0" S2 224 SACRAMENT PREPERATION Fi B1 WE C4 VARIES SI,S3 _ W5 GYPSUM BOARD - PAINTED 125 VESTIBULE F3,F6 BE WS I C4 9-0" 1 225 FOYER F1 81 W4 C4 9' -0" S2,S10 WE GYPSUM BOARD - TAPED - NOT PAINTED 126 ROOM F1 B1 W4 C1 9' -0" S2 S3,S15 226 COATS FI B1 W4 C4 9' -0" S2, S19 W7 NOT USED 127 ROOM F1 B7 W4 Cl 9' -D" S 227 ROOM F1 81 W4 Cl 9' -0 52,S3,S15 W8 GYPSUM BOARD - PAINTED - COLOR LEVEL ID 128 STORAGE F1 BI W5 004 9' -0" W9 ATLAS BRICK _ 228 ROOM _ F1 Bi W 4 Ci 9' -0" S_2 ,S3,S15 129 CORRIDOR Ft AT W4, WE C1 9' -6' S2,S10 229 CORRIDOR _ F 81 W4,W9 C3 9' -0" S2 _ 130 MOTHERS ROOM Ft B1 W3,W4 C4 9' -D" S2S17 2.30 ELEVATOR EQUIPMENT F4 63 W5 C4 9' -0" 1 C CEILING .L 131 WOMEN F3 B4 W3. WE CA 517, S1 8 211 STORAGE C4 9' -0" S 3 132 TODDLERS ROOM F3 B4 K3, ­ W5 004 9 -D" m 232 MEN Fi,F3 B1,B4 W3. Ws C4 9' -0' S18 _ C1 CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD AND 133 ROOM_ F1 Bt W4 Cl 9" -0" S _ 2 M_________ F1 1 C1 9' -0" S2,S17 ACOUSTICAL TILE 134 R OOM F1 BI _ W4 CI 9' C' S2,S3 234 STAIR F1 DO W5 _ VARIES S12 C2 NOT USED 135 COATS F1 B1 W4 C4 9' D" 1 S2,S19 235 STORAGE F1 PER WS Cl 8' -0" C3 ACOUSTIC TILE ON GYPSUM BOARD �� �,✓ 1 CORR Ft B- W 4 Cl _ 9' -O" S2,K10 236 ROOM F1 W4 Cl 9' -0" S2 C4 GYPSUM BOARD - SKIP TROWEL FINISH - PAINTED C5 GYPSUM BOARD - PAINTED 137 VESTIBU F3 FE B2 W4,W9 004 OPEN _ 237 ROOM Ft W4 Cl 9'- D' ! ; 2 - S ' 5 C GYPSUM BOARD - TAPED -NOT PAINTED Ir` la 13 ST ORAGE .1 B1 W5 / OPEN 238 C ORRIDOR Ft C W4,W9 9' -0" S2,S1QS19 007 GYPSUM BOARD 139 D YER F1 B W4,W9 C1 9' C" S2 239 STORAGE F1 W5 001 9 0" S3 140 HIGH COUNCIL 1 B" W4,W9 001 8 6" S1,S253 240 CLERK Ft W4 001 9' 0 "' S2 53 141 CLERK F1 B1 W4 C3 9' 0" S2,S9 241 CLERK F1 W4 C1 9' 0" S2S3 CH C EILIN G H EIGHT 15 142 R OOM F1 81 W4 001 9 0' S 242 CFFICE F1 W4 Cl 9' - -0 "' S2,S3 143 HALLWAY 1 1 B1 W4 001 9 0" S2 243 OFFICE F1 81 W4 Cl 9- 0" S2,S CHI 7' -10 5/8 " CH2 8 -11 3/8" 44 1 STK PRES. F1 B 1 W4 Cl 9' -0" S2 2_44 ROOM F1 61 W4 Cl 9' 0 S2 _ _ CH3 8 " -11 3/8" 145 WAITING Ft 81 W4 Cl 9' -0" S2 245 ROOM F1 B1 W4 Cl 9' -0" S2 CH4 9' -10 5/8" 146 TOILET F1 84 W3,W5 C4 9' -0 246 COST F3 82 W3,W5 C5 9' -0" S9,S13 CH5 13' -0" 147 SACRAMENT P REPERATI ON F3 B4 WE OPEN S1,S3 247 ROOM F1 _ B1 _ _W_4 Cl 9' -0° S2 CH6 VARIES 148 STORAGE B1 WS _ _ OPEN S' 248 CORRI F 1 81 W4 Cl 9' -0" 5 CH7 9' -11 3/8" 149 ROSTRUM F1 B1 W8 C1 OPEN S1,S7,S12 249 MATERI CENTE F1 Bt W4,W9 C4 9' -0" S2,S3 W w 150 CHAPEL -- - Fi__ - - - BI w8 QPEN S1 -- - -_ - -- 250 IBALCONY - - - - - -- F1 B1 W2,Wa C4 vARIES S2 - S SPECIAL TRIM OR EQUIPMENT w k52 STAIR F1 B1 W5 CS VARIES S12 251 MECHANIC ACCE F1 B1 W5 C5 9'- 0" S1 WOOD TRIM f- STORAG F1 B1 W5 001_ _9' - -D " S t,S3,59 252 MOTHERS Fi AT W4, W9 001 9' - -0" S2,SL7 S2 CHAIR RAIL - SEE 2/A502 ROOM F1 B1 W4 001 9' -0 ° S2 253 NOT USED S3 CABINETS ROOM F1 B1 W4 001 9' -0" S2 25 S OUND F B3 WS C1 9' -0' S5,S6,S7 S4 DECORATION ANCHORS - SEE BUILDING SECTION w g OFFICE F1 B1 W4 C1 9' -0" S2,S3 255 NOT USED S5 TELEPHONE BOARD F- OFFICE F1 B1 W4 001 9' -0" S2,S3 256 STORAGE F1 B1 W5 C 9' -0" S6 N SOUND MAIN EQU PMENT CAB ET - SEE 6/A5 01 0 S7 SOUND CONTROL PANEL SEE SOUND DRAWINGS = Ct ERK F1 81 W4 001 9 0" S2 S 3 ) -- --- -- - ---- S8 ELECTRIC WATER COOLER LLl Q 158 CLERK F1 B1 W4 Cl 9'-0" S2 S3 -- - -- S9 ELECTRIC PANEL � Q & _ ___ _ 159 FIR ERiSER _ ___ F4 B3 WS OPEN __ - ___ SID FIRE EXTINGUISHER CABINET -- SEE M /A7.2 Z 160 HALLWAY F1 B W4 C" 9'-0" 2 ATTIC S11 WALL MOUNTED FIRE EXTINGUISHER U) Q j 161 FOYER F1 B1 W4,W9 001 9 P" S2,S10 301 F4 B3 W5 CS_ _VARIES - HANDRA x m ._-__ _ - - _- 7 2 162 SOCAL F1 __ W5 Cl 10'-6' S ", 302 F4 B3 w5 005 VARIES - _ S13 CUSTODIAL UTILITY SHELF - SEE 12/A403 °� � w 163 CUL TURAL CENTER F2 B5 N11,W5 - OPEN Si,S4,57, 514 51 303 F4 83 VJS 005 VARIES - . -- _ --. S14 ACOUSTICAL PANELS SEE 16/A501 0 0 `o 164 PLAT Ft BI WE 004 1' 6" S2,S9 304 F4 B3 WS C5 VARIES - S1r HYMN BOOK STORAGE CABINET- SEE 11/A401 - K 1 VARIES S72 s STAIR F1 B1 w� ----- - - - - - -- 516 ROD AND SHELF t z 166 STORAGE F1 Bi WE C4 9' -0' S1,S3 S17 BABY CHANGING STATION w 167 TAR F B1 --- WS VARIES S12 - S18 UTILITY SHELF U 168 STAIR F7 Bl W5 5 VARIES S12 - 19 A A RACK -SEE 501 r -- _._ L -.. 169 MATERIAL ,.ENTER F BI W4 004 9 52,53 -- 520 SAFETY WAINSCOT SEE BLDG SECTION G A504 'JO TOILET F3 84 w3,W5 004 9' -0" 517 -- - ----- -- __ --- 171 SERVING B2 W5 C4 9' -0" S2,S3,Si1 '7 2 4 A'R 81 W.5 CS BARE S12 _ 173 ELEVATOR L 50:A -_ B _ G5 _ D_ C0L0R SCHEDULE STORAGE F4 B3 WG C7 5' -10" STORAGE 4 B3 N6 �7 5 STORAGE 4 B3 Wb' 004 :ARIES z µ XTERIOR COLOR INTERIOR COLOR SCHEME ITEM COLOR ITEM COLOR ITEM COLOR v a Garnet Three Colc S:heme CL STEEPLE WHITE CARPET MANNING HOR L�N,SEASONS WALL TILE ' U N ROOFING MATER PEN CHOIR SEAT, P ADDED FOLDING CH. FABRIC INTERFACE FA BRICS,COBBLESTON E 52206 FLO TILE w --- -- - - - - --- --- - --- - ----- -- '--- --- C' -- - -- - FLASHING WH-TF U.N. U_ FOYER SOFA FABRIC M AHARAM SU GGESTION 49140,007 SPRING _ _ " _ -. _.__. - _._.._.__.- _ -_. - SOFFIT SYST WHITE _ FOYER CL- AIR_ M AHARA M, CHAN _ CE 464010,008 SLUMBER �: d FASCIA SYSTEM WHITE STAKE SUITE FOYER CHAIR FABRIC MAHARAM,CHANCE 464010,008 SLUMBER ALUMINUM E WHITE MOTHER'S R OOM G LIDER FABRIC CULP,NOHO,GARNET Q -_ WINDOWS WHITE _ STENO CHAIR FABRIC INTERFACE. FAB RICS,5604 0.200 �N BISHOP AND STAK PRE S. EXECUTIVE SW IVEL INTERFACE FABRICS,CHAMELEON #541 5 423 ---- -- -- - - -- - ----- - IEEE CH IR - -- --- -- ---- --- -- - -- CHAIR AND HIGH CO UNCIL SI DE CHAIR FABRIC INTERFA FABRICS, CHAMELEON j)541 D6. 4232 ------- - - ---- IEEE - IEEE IEEE --- -- IEEE - - - -- --- --- IEEE ----- SAFETY WALL PAD ADP L EMCO,MAROON TACKBOARD ADP LEMCO, PELICAN V715 w -- - ----- W000 S LDS OAK 95 -- LOI,VERS WHITE SISAL DESIG MATER IALS. GAR - IEEE IEEE - -- IEEE -- ----- - -- IEEE -- - -- --- STONE MEETINGHOUS SIGN BETHEL WHITE GRANITE CEI�INC TILE ARMSTRON QCSP,WHITE o CASEMENT DRAPERY -------- - -� - -- - - -- --- -- BRICK COLOR . I NTERST M - ATE BRICK (SM OKEY MOUNTAIN) AC CEN FOLDING WALL PARTITION MOD ERNFOL D - HING AND RWOR WHITE . .__-- y -_ -__ o COLOR #2 I NTERSTATE B RICK_(V ALLEY TAN) FIELD __ - PANEL FAB RIC. NUBBY - WHI - - _ 009(5 ) 047(H) S COLOR p3 INTERS BRIC (TUMB LEWEED INTERIOR SHEAR DRAPERY - CHAPELS O NLY -- _ MAHARAM, SLE 2830 - 001 F ROST Of ACCOR P ARTITION WON DOOR,WHITE ML -885 " >- -- --- - - - - -- - --._..... .. --- IEEE - - --... IEEE -- ----------- -- -- ---- VINYL WALLCOVERING PAINT (BACK ROSTRUM WALL) SHERWIN WIL LIAMS, FW7008 ALABASTER Q PAINT ALL WALLS AND AGENT PANELS INSETS) SHERWIN WILLIA FW7011 NA CHOICE ^ o 1 PAINT -DOOR J SHERWIN WI LLIAMS, N7025 GRAY AREA ---- _ - -- - -_ - -- -- - _- ------ - - -- IEEE -- ---- - - --- PLASTIC L,AMINa WILSONAP. T, 293 - -60 Q2xC F GRILLE CLOTH GUILDFORD OF MAINE FR 701 -21 G0 - Project Number. INISH E CAL BLOCKING REQUIRED I Plan Series �I IND WAIL MOUNTED i f j -WALL CONSTRUCTION ESSORIES, CHALK BOARD Property Number: INETS, EQUIPMENT AND PERY MOUNTING LOCATIONS_ Sheet Tille: BLOCKING 1 ACCE° ORY SCHEDULE MounnFD OVER . - GYPSUM BOARD Sheet: ACCESSORY MOUNTING DETAIL A6O1 -- - 7EMERED LAMINATED r - VIEW WINDOW - TEMEREG LAMINATED 0 GLASS GLASS L FOLDING PARTITION P 2° a = METAL -- ALUMINUM - -• A B FRAME PROFILES I' -5" d 4' -6" i 5 _, r 1 5' r 3' 4' 3'-4" r 1 S° 4'-6" 5 , --- _, 2 9 7 - _9• r , -- VERTICAL - VERTICAL MUNTINS MUNTINS i METAL SOLID CORE SOLID CORE SOLID CORE MOTORIZED FRAME WOOD DOOR WOOD DOOR WOOD DOOR PARTITION A W G G1 M DOOR TYPES 1 2 3 72' S 4 Y B 10 7 6� i r 3•_q.= y 4.. Yr ri 5 "f 6' 0" 5 r -- VERTIC - --�- MUNTIN ? BETWE x GL.AZIN BETWEEN BETWEEN GLAZING '- GLAZING r " o x x ^\ ALUMINUM - - -- ALUMINUM MULLION MULLION -- J ILA -� 7 l�J 1-8' SEE SOLED 9 Ct� VERTICAL - " moo - VERTICAL A x x 1 MUNTINS 11A 111 MUNTINS a I S2 A 1 x BETWEEN 112 W • ' -x A 1 13A 113 BETWEEN DE CALLS S2 * - -* A 1 14A 114 LAZING - 91 S2 N 15A 115 LU N GLA71NG S _ A 1 16A 116 W • S2 _. ALUMINUM A _- - -" CD a • S2 0 B F -__- ALU MINUM 118 118 w _ j S2 S2 w B E MULLION W a REMARKS l7� W OP - �I G MULLION _� I-I- S2 G2 A OS N,. CD _ 17 o ( a z1 VS3 ! ° ED HEAD JAMB W } IF a- ` A6 D3 r_ o 11 E << 4 W - 5 ` 5 _ -4 F t x r x r 3 4" 5" 1 4 6" 1'- 29 444 46�:� 5 i rA503 (Nb Tt_ - . FOR INSIDE: WINDOW JAMB SEE 4/A603, 14/A603) O - - VERTICAL -� MUNTINS BETWEEN GLAZING -- ALT) M IN IJM MULLION Rik D 0 0 R 1IUJ W 1 DOOR 1 S2 A 1 11A 111 FRAME a I S2 A 1 12A 112 W • S2 A 1 13A 113 W DE CALLS S2 A 1 14A 114 W 91 S2 A 1 15A 115 LU • S _ A 1 16A 116 W • S2 A 18A } CD a • S2 0 B F 18B 18C 118 118 w _ j S2 S2 w B E z d W a REMARKS > W OP - �I G un _� I-I- S2 G2 A OS 'S CD _ Q o ( a z1 W N ! ° ED HEAD JAMB W } IF a- (n Jl o 11 E 4 W IOA 1IUJ W 1 10 1 S2 A 1 11A 111 1 W . I S2 A 1 12A 112 W • S2 A 1 13A 113 W • S2 A 1 14A 114 W 91 S2 A 1 15A 115 W • S _ A 1 16A 116 W • S2 A 18A 118 _ A • S2 G2 B F 18B 18C 118 118 A A _ • • S2 S2 G1 G2 B E 11 A • 1 g ! 19A 119 G • S2 G2 A 19B 21A 119 121�W G _ • • S2 S2 G2 A " A ' 'b 1LJ' H H • • 1508 150 W • 1 1 52 _ A 2 _5 152A 152 W _ • 1 S2 A 1 8 153A 153 • _S2_ 1 154A 154 • 155A 155 _ . S2 A 1 __ 1 1'5 W • S2 A 157A 1 57 W _ • S2 A 1 -- 158A 158 W • S2 A i -- 7 59A 15 • S2 1 5 162A 162_61 _�_ S2 A 7 8 1628 162 o 0_ S2 A 7 8 163A 16 W • S2 _ A :63B 163 W • I S2 A 2 2: 1630 163 _._ - S2 A 2 - -- 2: 163D 153 W • S2 ) ._A 2 _ 2: 165A 165 W • °2-L- A _ 8 1658 16 5 __W_ i SI A 1 _8 i66A 166 _W �• 52 1 8 167A 167 NJ �• S2 169B 169 W 8 1678 167 W • 5111 A 1 8 ____ _._ ___ ...__. 171A 171 G �• S2 G2 1 8 169A 169 W I• 1 8 T• S< ^ ^- _ _.4 1 g 170A 170 W . • •Z A I _E 174A 74 W • S2 - 8� '78A 1 _8 _W j0 x Sil�_ - 8 SIC H E D U LE DOOR FRAME a � DETAILS 0 �d CD O z w w� __J w Q Q REMARKS W P 1 Cn CD Ch 0 Q o Q z N_J °j< HEAD JAMB w ° z Lei s �� Ch Q w pf' A 1 ii 11 11 — 11 2 1B /A 1B /A I G • T I L_L D _S RIPTI(iN S SIZE s1 _ 6 x 7 7 0'x 3/4" S2 3'0' x 7'--0" x 1 3/4" S3 26 x 9 ( FOLDING PARTITION) S4 16' -11" x9' -0" (FOLDING PARTITION) S5 45' -10" x 10' -6" (FOLDING PARTITION S6 15' -11 x 9' -0' (FOLDING PARTITION) S7 4' -0" x 7' - -0" x 1 3 / 4 " S8 26' -66 x 9' -0" (FOLDING PARTITION) S9 26' -9 x 9 -0" (FOLDING PARTITION) SID 3' -6' x 7' -0" x 1 3/4" S11 3' -0" x 4' -0" x '1 3/4" 512 3' -0" x 2' -8" x I 3/4' S13 :5'-6" x 2' 8" x 1 3/4" m Y a' n -- VERTICAL MUN1iNS BETWEEN - l o GLAZiNG JMINUM MULiON \ A6 a 6 A60 Hou P60x - VERTICAL MUNTINS BETWEEN - - GLAZING 7 v _ J � - -- ALUMINUM . 603 MULLION 10 s° o° s A O H) (NOTE FOR H WINDOW INSIDE SEE 4/A603, 14/A603) (NOTE- FOR H WNDOW ON UPPER LEVEL SEE 29/A603 FOR SILL) V 0 T_. ALL WINDOW DIMENSIONS ARE FOi ,P OPEN N, SIZES. I - -- - WINDOW S CHEDULE IUGANT Y Z j ti 4 —V 8' 4 3 4_x 8 4 7 -4, 9 ' -8" _ 4 x 9'-8 — -4 _ 9 6_ x 8_- 4 6 -8' x 9 -8" 4 6' 8" x 7'-8" 32 __L 3 ' -4" x 5' -4" — CL.ASS bt INSULATED TEMPERED (DOUBLE GAZE) G2 1/4" TEMPERED PLATE (SINGLE GLAZE) a D OOR PRO 34 "X40" ARMOUR PLATE ER FIR RA TING FR20 20 MINUTE FR45 45 MINUTE. 1 �_�■ ME — _ i •_ _ S3 • S6 •- S6 • S9 • _ S6 • S4 S8 } T - _ • S10 A i b 1 8 1 8 5 8 9 A_J 9 A1 1 1 8 A 1 8 A 1 7 AL1 7 A 1 7 A 1 7 A 1 7 A 1 A 1 S A 1 8 A 1 8 g q 1 8 A 1 8 A i g A 1 8 A 1 8 A 1 8 A 1 8 1 8 A - 8 4 1 8 P T I:,;NG PARTITION F,'1 SOUND PARTT'ON FP2 ADJUSTABLE HEADER FP3 FOLDING WALL PARTITION T T HRE SHO LD IT METAL THRESHOLD SEE 12/A501 T2 MARBLE THRESHOLD T3 SOUND CONTROL THR,F_SHOLD SEE 19/A501 D DO S TOP DS -1 FLOOR MOUNTED DS -2 OVERHEAD DS -3 CLOSER ARM STOP DS -4 NONE 1 11/A6 11/A6 11/A6 II A6 11 11/A6 XAA1 XAAI FP1 FP2 FP 2 FPS FP2 F FP2 FPS SENERAL NOTES DUE TO MULTIPLE USE SOME OF THE DETAILS REFERED TO ON THE DOOR SCHEDULE ARE REVERSE„ ANC /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE - DOORS TO BE SET TO CLEAR FIN SHED FLOOR SURFACE BY 112" F f ti � IC S a I W W w rY z U w Y �O ui Q >� � = f1 CJ v/ ¢ 7 Ym 00 a w 1 W M � O W 0 F w � Z h+� o Ci x Q o x � (L 4 W C F� z g O 0 to c ' 0 0 w rn .n W of O mo 0 Project Number'. Plan S.". Property Number Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet- A602 4 x 5 1 F > 1 9 2 r 4'- 6' r 1' -9y" r 9 -Ot 9 r VERTICAL MUNTINS BETWEEN GLAZING ALUMINUM MULLION ro I pf' A 1 ii 11 11 — 11 2 1B /A 1B /A I G • T I L_L D _S RIPTI(iN S SIZE s1 _ 6 x 7 7 0'x 3/4" S2 3'0' x 7'--0" x 1 3/4" S3 26 x 9 ( FOLDING PARTITION) S4 16' -11" x9' -0" (FOLDING PARTITION) S5 45' -10" x 10' -6" (FOLDING PARTITION S6 15' -11 x 9' -0' (FOLDING PARTITION) S7 4' -0" x 7' - -0" x 1 3 / 4 " S8 26' -66 x 9' -0" (FOLDING PARTITION) S9 26' -9 x 9 -0" (FOLDING PARTITION) SID 3' -6' x 7' -0" x 1 3/4" S11 3' -0" x 4' -0" x '1 3/4" 512 3' -0" x 2' -8" x I 3/4' S13 :5'-6" x 2' 8" x 1 3/4" m Y a' n -- VERTICAL MUN1iNS BETWEEN - l o GLAZiNG JMINUM MULiON \ A6 a 6 A60 Hou P60x - VERTICAL MUNTINS BETWEEN - - GLAZING 7 v _ J � - -- ALUMINUM . 603 MULLION 10 s° o° s A O H) (NOTE FOR H WINDOW INSIDE SEE 4/A603, 14/A603) (NOTE- FOR H WNDOW ON UPPER LEVEL SEE 29/A603 FOR SILL) V 0 T_. ALL WINDOW DIMENSIONS ARE FOi ,P OPEN N, SIZES. I - -- - WINDOW S CHEDULE IUGANT Y Z j ti 4 —V 8' 4 3 4_x 8 4 7 -4, 9 ' -8" _ 4 x 9'-8 — -4 _ 9 6_ x 8_- 4 6 -8' x 9 -8" 4 6' 8" x 7'-8" 32 __L 3 ' -4" x 5' -4" — CL.ASS bt INSULATED TEMPERED (DOUBLE GAZE) G2 1/4" TEMPERED PLATE (SINGLE GLAZE) a D OOR PRO 34 "X40" ARMOUR PLATE ER FIR RA TING FR20 20 MINUTE FR45 45 MINUTE. 1 �_�■ ME — _ i •_ _ S3 • S6 •- S6 • S9 • _ S6 • S4 S8 } T - _ • S10 A i b 1 8 1 8 5 8 9 A_J 9 A1 1 1 8 A 1 8 A 1 7 AL1 7 A 1 7 A 1 7 A 1 7 A 1 A 1 S A 1 8 A 1 8 g q 1 8 A 1 8 A i g A 1 8 A 1 8 A 1 8 A 1 8 1 8 A - 8 4 1 8 P T I:,;NG PARTITION F,'1 SOUND PARTT'ON FP2 ADJUSTABLE HEADER FP3 FOLDING WALL PARTITION T T HRE SHO LD IT METAL THRESHOLD SEE 12/A501 T2 MARBLE THRESHOLD T3 SOUND CONTROL THR,F_SHOLD SEE 19/A501 D DO S TOP DS -1 FLOOR MOUNTED DS -2 OVERHEAD DS -3 CLOSER ARM STOP DS -4 NONE 1 11/A6 11/A6 11/A6 II A6 11 11/A6 XAA1 XAAI FP1 FP2 FP 2 FPS FP2 F FP2 FPS SENERAL NOTES DUE TO MULTIPLE USE SOME OF THE DETAILS REFERED TO ON THE DOOR SCHEDULE ARE REVERSE„ ANC /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE - DOORS TO BE SET TO CLEAR FIN SHED FLOOR SURFACE BY 112" F f ti � IC S a I W W w rY z U w Y �O ui Q >� � = f1 CJ v/ ¢ 7 Ym 00 a w 1 W M � O W 0 F w � Z h+� o Ci x Q o x � (L 4 W C F� z g O 0 to c ' 0 0 w rn .n W of O mo 0 Project Number'. Plan S.". Property Number Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet- A602 4 x 5 1 F > 1 9 2 r 4'- 6' r 1' -9y" r 9 -Ot 9 r VERTICAL MUNTINS BETWEEN GLAZING ALUMINUM MULLION ro I m Y a' n -- VERTICAL MUN1iNS BETWEEN - l o GLAZiNG JMINUM MULiON \ A6 a 6 A60 Hou P60x - VERTICAL MUNTINS BETWEEN - - GLAZING 7 v _ J � - -- ALUMINUM . 603 MULLION 10 s° o° s A O H) (NOTE FOR H WINDOW INSIDE SEE 4/A603, 14/A603) (NOTE- FOR H WNDOW ON UPPER LEVEL SEE 29/A603 FOR SILL) V 0 T_. ALL WINDOW DIMENSIONS ARE FOi ,P OPEN N, SIZES. I - -- - WINDOW S CHEDULE IUGANT Y Z j ti 4 —V 8' 4 3 4_x 8 4 7 -4, 9 ' -8" _ 4 x 9'-8 — -4 _ 9 6_ x 8_- 4 6 -8' x 9 -8" 4 6' 8" x 7'-8" 32 __L 3 ' -4" x 5' -4" — CL.ASS bt INSULATED TEMPERED (DOUBLE GAZE) G2 1/4" TEMPERED PLATE (SINGLE GLAZE) a D OOR PRO 34 "X40" ARMOUR PLATE ER FIR RA TING FR20 20 MINUTE FR45 45 MINUTE. 1 �_�■ ME — _ i •_ _ S3 • S6 •- S6 • S9 • _ S6 • S4 S8 } T - _ • S10 A i b 1 8 1 8 5 8 9 A_J 9 A1 1 1 8 A 1 8 A 1 7 AL1 7 A 1 7 A 1 7 A 1 7 A 1 A 1 S A 1 8 A 1 8 g q 1 8 A 1 8 A i g A 1 8 A 1 8 A 1 8 A 1 8 1 8 A - 8 4 1 8 P T I:,;NG PARTITION F,'1 SOUND PARTT'ON FP2 ADJUSTABLE HEADER FP3 FOLDING WALL PARTITION T T HRE SHO LD IT METAL THRESHOLD SEE 12/A501 T2 MARBLE THRESHOLD T3 SOUND CONTROL THR,F_SHOLD SEE 19/A501 D DO S TOP DS -1 FLOOR MOUNTED DS -2 OVERHEAD DS -3 CLOSER ARM STOP DS -4 NONE 1 11/A6 11/A6 11/A6 II A6 11 11/A6 XAA1 XAAI FP1 FP2 FP 2 FPS FP2 F FP2 FPS SENERAL NOTES DUE TO MULTIPLE USE SOME OF THE DETAILS REFERED TO ON THE DOOR SCHEDULE ARE REVERSE„ ANC /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE - DOORS TO BE SET TO CLEAR FIN SHED FLOOR SURFACE BY 112" F f ti � IC S a I W W w rY z U w Y �O ui Q >� � = f1 CJ v/ ¢ 7 Ym 00 a w 1 W M � O W 0 F w � Z h+� o Ci x Q o x � (L 4 W C F� z g O 0 to c ' 0 0 w rn .n W of O mo 0 Project Number'. Plan S.". Property Number Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet- A602 4 x 5 1 F > 1 9 2 r 4'- 6' r 1' -9y" r 9 -Ot 9 r VERTICAL MUNTINS BETWEEN GLAZING ALUMINUM MULLION ro I Hou P60x - VERTICAL MUNTINS BETWEEN - - GLAZING 7 v _ J � - -- ALUMINUM . 603 MULLION 10 s° o° s A O H) (NOTE FOR H WINDOW INSIDE SEE 4/A603, 14/A603) (NOTE- FOR H WNDOW ON UPPER LEVEL SEE 29/A603 FOR SILL) V 0 T_. ALL WINDOW DIMENSIONS ARE FOi ,P OPEN N, SIZES. I - -- - WINDOW S CHEDULE IUGANT Y Z j ti 4 —V 8' 4 3 4_x 8 4 7 -4, 9 ' -8" _ 4 x 9'-8 — -4 _ 9 6_ x 8_- 4 6 -8' x 9 -8" 4 6' 8" x 7'-8" 32 __L 3 ' -4" x 5' -4" — CL.ASS bt INSULATED TEMPERED (DOUBLE GAZE) G2 1/4" TEMPERED PLATE (SINGLE GLAZE) a D OOR PRO 34 "X40" ARMOUR PLATE ER FIR RA TING FR20 20 MINUTE FR45 45 MINUTE. 1 �_�■ ME — _ i •_ _ S3 • S6 •- S6 • S9 • _ S6 • S4 S8 } T - _ • S10 A i b 1 8 1 8 5 8 9 A_J 9 A1 1 1 8 A 1 8 A 1 7 AL1 7 A 1 7 A 1 7 A 1 7 A 1 A 1 S A 1 8 A 1 8 g q 1 8 A 1 8 A i g A 1 8 A 1 8 A 1 8 A 1 8 1 8 A - 8 4 1 8 P T I:,;NG PARTITION F,'1 SOUND PARTT'ON FP2 ADJUSTABLE HEADER FP3 FOLDING WALL PARTITION T T HRE SHO LD IT METAL THRESHOLD SEE 12/A501 T2 MARBLE THRESHOLD T3 SOUND CONTROL THR,F_SHOLD SEE 19/A501 D DO S TOP DS -1 FLOOR MOUNTED DS -2 OVERHEAD DS -3 CLOSER ARM STOP DS -4 NONE 1 11/A6 11/A6 11/A6 II A6 11 11/A6 XAA1 XAAI FP1 FP2 FP 2 FPS FP2 F FP2 FPS SENERAL NOTES DUE TO MULTIPLE USE SOME OF THE DETAILS REFERED TO ON THE DOOR SCHEDULE ARE REVERSE„ ANC /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE - DOORS TO BE SET TO CLEAR FIN SHED FLOOR SURFACE BY 112" F f ti � IC S a I W W w rY z U w Y �O ui Q >� � = f1 CJ v/ ¢ 7 Ym 00 a w 1 W M � O W 0 F w � Z h+� o Ci x Q o x � (L 4 W C F� z g O 0 to c ' 0 0 w rn .n W of O mo 0 Project Number'. Plan S.". Property Number Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet- A602 4 x 5 1 F > 1 9 2 r 4'- 6' r 1' -9y" r 9 -Ot 9 r VERTICAL MUNTINS BETWEEN GLAZING ALUMINUM MULLION ro I O H) (NOTE FOR H WINDOW INSIDE SEE 4/A603, 14/A603) (NOTE- FOR H WNDOW ON UPPER LEVEL SEE 29/A603 FOR SILL) V 0 T_. ALL WINDOW DIMENSIONS ARE FOi ,P OPEN N, SIZES. I - -- - WINDOW S CHEDULE IUGANT Y Z j ti 4 —V 8' 4 3 4_x 8 4 7 -4, 9 ' -8" _ 4 x 9'-8 — -4 _ 9 6_ x 8_- 4 6 -8' x 9 -8" 4 6' 8" x 7'-8" 32 __L 3 ' -4" x 5' -4" — CL.ASS bt INSULATED TEMPERED (DOUBLE GAZE) G2 1/4" TEMPERED PLATE (SINGLE GLAZE) a D OOR PRO 34 "X40" ARMOUR PLATE ER FIR RA TING FR20 20 MINUTE FR45 45 MINUTE. 1 �_�■ ME — _ i •_ _ S3 • S6 •- S6 • S9 • _ S6 • S4 S8 } T - _ • S10 A i b 1 8 1 8 5 8 9 A_J 9 A1 1 1 8 A 1 8 A 1 7 AL1 7 A 1 7 A 1 7 A 1 7 A 1 A 1 S A 1 8 A 1 8 g q 1 8 A 1 8 A i g A 1 8 A 1 8 A 1 8 A 1 8 1 8 A - 8 4 1 8 P T I:,;NG PARTITION F,'1 SOUND PARTT'ON FP2 ADJUSTABLE HEADER FP3 FOLDING WALL PARTITION T T HRE SHO LD IT METAL THRESHOLD SEE 12/A501 T2 MARBLE THRESHOLD T3 SOUND CONTROL THR,F_SHOLD SEE 19/A501 D DO S TOP DS -1 FLOOR MOUNTED DS -2 OVERHEAD DS -3 CLOSER ARM STOP DS -4 NONE 1 11/A6 11/A6 11/A6 II A6 11 11/A6 XAA1 XAAI FP1 FP2 FP 2 FPS FP2 F FP2 FPS SENERAL NOTES DUE TO MULTIPLE USE SOME OF THE DETAILS REFERED TO ON THE DOOR SCHEDULE ARE REVERSE„ ANC /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE - DOORS TO BE SET TO CLEAR FIN SHED FLOOR SURFACE BY 112" F f ti � IC S a I W W w rY z U w Y �O ui Q >� � = f1 CJ v/ ¢ 7 Ym 00 a w 1 W M � O W 0 F w � Z h+� o Ci x Q o x � (L 4 W C F� z g O 0 to c ' 0 0 w rn .n W of O mo 0 Project Number'. Plan S.". Property Number Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet- A602 4 x 5 1 F > 1 9 2 r 4'- 6' r 1' -9y" r 9 -Ot 9 r VERTICAL MUNTINS BETWEEN GLAZING ALUMINUM MULLION ro I 1 �_�■ ME — _ i •_ _ S3 • S6 •- S6 • S9 • _ S6 • S4 S8 } T - _ • S10 A i b 1 8 1 8 5 8 9 A_J 9 A1 1 1 8 A 1 8 A 1 7 AL1 7 A 1 7 A 1 7 A 1 7 A 1 A 1 S A 1 8 A 1 8 g q 1 8 A 1 8 A i g A 1 8 A 1 8 A 1 8 A 1 8 1 8 A - 8 4 1 8 P T I:,;NG PARTITION F,'1 SOUND PARTT'ON FP2 ADJUSTABLE HEADER FP3 FOLDING WALL PARTITION T T HRE SHO LD IT METAL THRESHOLD SEE 12/A501 T2 MARBLE THRESHOLD T3 SOUND CONTROL THR,F_SHOLD SEE 19/A501 D DO S TOP DS -1 FLOOR MOUNTED DS -2 OVERHEAD DS -3 CLOSER ARM STOP DS -4 NONE 1 11/A6 11/A6 11/A6 II A6 11 11/A6 XAA1 XAAI FP1 FP2 FP 2 FPS FP2 F FP2 FPS SENERAL NOTES DUE TO MULTIPLE USE SOME OF THE DETAILS REFERED TO ON THE DOOR SCHEDULE ARE REVERSE„ ANC /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE - DOORS TO BE SET TO CLEAR FIN SHED FLOOR SURFACE BY 112" F f ti � IC S a I W W w rY z U w Y �O ui Q >� � = f1 CJ v/ ¢ 7 Ym 00 a w 1 W M � O W 0 F w � Z h+� o Ci x Q o x � (L 4 W C F� z g O 0 to c ' 0 0 w rn .n W of O mo 0 Project Number'. Plan S.". Property Number Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet- A602 4 x 5 1 F > 1 9 2 r 4'- 6' r 1' -9y" r 9 -Ot 9 r VERTICAL MUNTINS BETWEEN GLAZING ALUMINUM MULLION ro I DS -1 FLOOR MOUNTED DS -2 OVERHEAD DS -3 CLOSER ARM STOP DS -4 NONE 1 11/A6 11/A6 11/A6 II A6 11 11/A6 XAA1 XAAI FP1 FP2 FP 2 FPS FP2 F FP2 FPS SENERAL NOTES DUE TO MULTIPLE USE SOME OF THE DETAILS REFERED TO ON THE DOOR SCHEDULE ARE REVERSE„ ANC /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE - DOORS TO BE SET TO CLEAR FIN SHED FLOOR SURFACE BY 112" F f ti � IC S a I W W w rY z U w Y �O ui Q >� � = f1 CJ v/ ¢ 7 Ym 00 a w 1 W M � O W 0 F w � Z h+� o Ci x Q o x � (L 4 W C F� z g O 0 to c ' 0 0 w rn .n W of O mo 0 Project Number'. Plan S.". Property Number Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet- A602 4 x 5 1 F > 1 9 2 r 4'- 6' r 1' -9y" r 9 -Ot 9 r VERTICAL MUNTINS BETWEEN GLAZING ALUMINUM MULLION ro I 1 11/A6 11/A6 11/A6 II A6 11 11/A6 XAA1 XAAI FP1 FP2 FP 2 FPS FP2 F FP2 FPS SENERAL NOTES DUE TO MULTIPLE USE SOME OF THE DETAILS REFERED TO ON THE DOOR SCHEDULE ARE REVERSE„ ANC /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL CASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS ARISE - DOORS TO BE SET TO CLEAR FIN SHED FLOOR SURFACE BY 112" F f ti � IC S a I W W w rY z U w Y �O ui Q >� � = f1 CJ v/ ¢ 7 Ym 00 a w 1 W M � O W 0 F w � Z h+� o Ci x Q o x � (L 4 W C F� z g O 0 to c ' 0 0 w rn .n W of O mo 0 Project Number'. Plan S.". Property Number Sheet Title: DOOR SCHEDULE AND WINDOW SCHEDULE Sheet- A602 4 x 5 1 F > 1 9 2 r 4'- 6' r 1' -9y" r 9 -Ot 9 r VERTICAL MUNTINS BETWEEN GLAZING ALUMINUM MULLION ro I -WINDOW FRAME 1/2" SHIM 4 r BRICK BEYOND * 71/4" SILL METAL FLASHING 4 718 F' MATCH COLOR OF 4 7I8" CMU - r z I�qqq ° GYPSUM BOARD F -- * t GYPSUM BOARD SEE WALL TYPE SEE WALL TYPE CAULK i GYPSUM BOARD +I 3 BRICK BEYOND GYPSUM BOARD SEE WALL TYPE SEE WALL TYPE GASKET ! f ; G - - ROD AND BACKER BOTH SIDES / r 7 �, ( ) 1 2" SHity GYPSUM BOARD SEALANT AND BACKER ROD 4X8X16 ATLAS BRICK I 5 CAULK HONED CMU SILL 1 > CAULK ({ ( SEE WALL TYPE (BOTH SIDES) < 1' - (BOTH SIDES) p €p I N k 1/2" SHIM WINDOW FRAME ,o 2 I� - -1/2" STOPPER - -_ �. . 2' RIGID Bz8x16 "' i HONE CMU 1 2" SHIM / 12' SHIM 1/2" STOPPER WINDOW FRAME INSULATION GASKET WINDOW FRAME 8114" h �' DOOR FRAME _._ 7 5 /B' 2"I w I � c /2 A 1 , 0 ., SILL 1 . 0 . 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TYPE a o rZHEAD HEAD HEAD HEAD JAMB HEAD JAMB 1 1 12" = 1'-D" ® 1 112" = 1,_0" O 1 1/2" = 1' -o" � 1 1/2" = 1' -0" 11 1 7/2" = 1._0., 1 1 112" = 1'-0" � 1 1/2" GYPSUM BOARD r9 BOARD SEE W GYPSUM BOARD SEE WALL TYPE SEE WALL TYPE SEE WALL TYPE GYPSUM BOARD S i + IY (X V ;r M a` h 1 1� 112" SHIM +� GYPSUM BOARD SEE WALL TYPE CAULK �+ . + 7 t it r SEE WALL TYPE (BOTH SIDES) r t-)J + k SHIM .I DOOR FRAME r / WINDOW FRAME RIGID INSULATION W LU t*. 2" SEALANT SNT GYPSUM BOARD CAULK t; IDES) BRICK BEYOND SEE WALL TYPE (BOTH SIDES) �_ W O k 1/2'" SEALANT .30 ..�. DOOR FRAME - (BOTH SEALANT AND BACKER 1 00 SIDES). �_.. _ -- - ,.m- m-...- : -,.-, �, - L,J 2 "RIGID INSULATION .t _-- 'ROD�a �. Gi ... W c O DOOR FRAME -- PRE -CAST CONCRETE Y Q �. W WINDOW FRAME , 0 '^� 4X8Xi6 ATLAS BRICK _ � C7 SEALANT AND BACKER ROD ♦`�^ _ 4X8Xi6 ATLAS BRICK -- 2 "RIGID INSULATION F4Xl8lXl6 ATLAS BRICK __. DOOR FRAME v/ Q 5 2 "RIGID INSULATION _ < m LU 00 0 JAMB JAMB JAMB Z (� JAMB JAMB _ of 4 1 1/2" = 1, -0„ 1 1/2" = " -O" 1 v 1 1/2" = 1._O, � / Its 1/2 = 1, -0„ (o HEAD -0 m OU 0 I ,/4• 71 GYPSUM BOARD , - z ( CAULK ) h CAULK ��~ BOTH SIDES F" /SEE WALL TYPE r 7 518" 4 _. �" 1/T SHIM W Z - (BOTH SIDES) -- _. Q 2" RIGID INSULATION CAULK GYPSUM BOARD 1 CAULK 1 �. -- �� (BOTH SIDES) SEE WALL TYPE GASKET S(BOrH SIDES) 71/a E g C I BRICK BEYOND \_4X8Xi6 ATLAS BRICK �7 / 1/2" SHIM ) 4 —\ 'I 1 2" SHIM SEE WALL TYPE R SEE WALL TYPE .{ Yl BLANKET' GYPSUM BOARD 1 < GYPSUM BOARD 2' SOUND ATTENUATION' CAULK - - - - -- , , PRE -CAST CONCRETE �. - `._ , 1" f 4- CAULK Z(BOTH SIDES) /2 STOPPER WINDOW FRAME W o q J SEALENT AND BACKER ROD DOOR FRAME (BOTH SIDES) (a WINDOW FRAME - -DOOR FRAME I WINDOW FRAME DOOR FRAME ` y wN D DOOR FRAME X8X16 ATLAS BRICK ~� v 4X8X16 ATLAS BRICK - -- - BRICK BEYOND h +� OW FRAME ' � I DOOR FRAME'. g O 4 0 HEAD JAMB HEAD JAMB JAMB HEAD JAMB i 1/2" _ ,' -o' 1 1/2" = 1' -O' 1 , 2" = 1' - -o" 1 , 2" = i' -0" a U O 2" RIGID INSULATION 1 2" SHI 4 7/8' ' o 7 5/8• / i . o op O z - —BRICK BEYOND -', CAULK Q ° -- l�/ GYPSUM BOARD (BOTH SIDES) O + r SEE WALL TYPE a GASKET-_ FRAME GYPSUM BOARD % v CAULK - F 4 7/8 1/2" SHIM -BRICK BEYOND 1/2" SHIM BRICK BEYOND SEE WALL TYPE - °� PRE -CAST CONCRETE (BOTH SIDES) ( CAULK- 1 2" STOPPER 4X8X16 ATLAS BRICK 1 / 2 ' SHIM h y. � I _ -•-- -- Protect NUmEer (BOTH FIDES) / CAULK i 2' STOPPER WINDOW FRAME `\, WINDOW FRAME SILL. 1 SEALENT AND BACKER ROD Plan Sens: (BOTH SIDES) / _ P� 1 2 SHIM + WINDOW FRAME EE YP BOARD SEALENT AND BACKER ROD / 4X8X16 ATLAS BRICK Pro ert Number: —METAL FLASHING -- - - DOOR FRAME P z 1/2" SHIM . \-WINDOW FRAME GASKET + —BRICK BEYOND GYPSUM BOARD -� ' -� I WINDOW FRAME WINDOW FR o / WINDOW FRAME Sheet Tilfe. SEE WALL TYPE "" FRAME r N 7 5/8 - !- - DOOR FRAME r' _ DOOR FRAME _______ DOOR AND PRE -CAST CONCRETE - WINDOW 2" RIGID INSULATION ..._ ... -. DETAILS � I 0 1 0 I SILL HEAD SILL G HEAD SILL 1 2" 1' _0 „ YY 1 1/2" = V -D" HEAD G JAMB 0 v � -- Si A603 THREADER RODS HSS 3'3x1/4 0 6 - - W/ (1) 0 6' FROM OF BEAM AND (1) FROM END OF BEAM 5/8" GYPSUM BOARD SUSPENDED CEILING SYSTEM SEE CEILING PLAN O HEAD D Y T READER RODS V- 1 l I � �h I ! r I i /8" GYPSUM BOARD -- . A' 1 5/8 METAL STUDS— /B" GYPSUM BOARD— _ ~ 2 H EAD D 1' -0 1/2' l' -0 1/2" r '-- BOARD BOARD —= L< . © HEAD 1 1/2" = 1 • O" e 3 5/8' METAL STUDS - SEE WALL TYPES Im LL 2 x 2 x 3/8 x 3/4 x CONT. MATCH ROD SPACING 7F r.. - I 5/8" GYPSUM 1 J 1 RAIL BOARD " i _.____; ' -r l.. y I___.. - BAKED ENAMEL ,TILE ACOUSTICAL TILE 71 2" ._OFF WHITE ACOUSTICAL ELEVATION 5/8 GYPSUM BOARD SOFFIT TRIM PAN 109' -0" BY MANUFACTURER 5 : 3 -0 71 HEAD G Iffil 1 LkMB x 6" )WOOD TRIM '8 METAL STUDS - WALL TYPES ERTICAL FLOCKING FULL HEIGHT (CUT FROM 2x10) -A�FD ORIGIPLA StGG<D G, Seer I L I ESOH Cr, FILE a. NIFISON BODILI A'—DC F S 1. 1j � O P h oN J,,�i b� S L AGS W W � 2 q N � Q a w Z ------ ----------------------------- _ ------------- .... U W m W '00 Y Q W Q = U ¢� wm c a — W z �- ° m H� F O < 0 v a � �V o x x h h � W o ]I J z I z u, U' O O m O > w a O 4 m _ g Projecl Number: Plan Series: _... Property Number Sheet Title: FOLDING PARTITION DETAILS al Sheel: A604 i � 2 q N � Q a ------ ----------------------------- _ ------------- .... u z / HANGIER RODS ,— HANGER BRACKET. °- A BY MANUFACTURER O _ Z, - 8 -18 x 1 1 4' .� -- FL AT HEAD SCREW FL MANUFACTURE FLOOR TRACK I . -- -�' - ....._.._. -- .. GROUT AS REQUIRED - .._ _ i e . ,_13 x 36' REQUIRED x 30" SPACE FOR DRIVE UNIT � - - - - PROVIDE REMOVABLE "L,, d - .,.. -- DRIVE UNIT COVER FOR ACCESS & SERVICING _ LEAD EXPANSION ANCHOR , i'O " .__. ,, - -_ ______ 2 'O ____ -__- BY OTHERS y 2 BY MANUFACTURE'. FLOOR TRACK � HEAD TYPICAL AT DRIVE MOTOR 3 .. _ V 1 1/2 1,_U,. _ � 1J LL 2 x 2 x 3/8 .. BEAM SEE 3/4 x CONT'. MATCH ROD A" E} ® JAMB, D.. JAMB 3 I I I l I STOR J r r ll I 0 148 q WAITING F PAVER TILE � y. i :�� _ � rl 145 TOIL METAL EDGE FOYER I�I II _ EJA402 ROOM 139 III METAL THRESHOLD Q I�I _ { METAL u I STK .PRES. L THRESHOLD 14a WORK ROOM.. 23 DRAPERY (TYP) o 0 a FIRE RISER PAVER - - f 159 - ,�. TILE �. CARPET TILE r \i ai . DRAPERY (TYP) - 8 k OFFICE F,,c CLERK - �_ I ROOM - METAL R�ft4M � R ' OFFI CE OFFICE 156 - -- 158 A /A0.01 _ - GOATS MOTHERS 112 113 102 PAVER TILE" & TRANSITION 3 I I I l I STOR J r r ll I 0 148 q WAITING F PAVER TILE � y. i :�� _ � rl 145 TOIL METAL EDGE FOYER I�I II _ EJA402 ROOM 139 III METAL THRESHOLD Q I�I _ { METAL u I STK .PRES. L THRESHOLD 14a WORK ROOM.. 23 DRAPERY (TYP) J Y H 7 _\ PAVER TILE < ARPET TILE li STAIR - na y C METAL — t „+-(t - STAIR THRESHOLD ., - - 72 FOYER - - EJA451 1.24 I 1 , o I I STORI GE' VEST 125. - METAL _ EDGE CORRIDOR STORAG of �” 129 1 _ 774 I 0 °I 2• .- 14 4_ – _2 ° 11' 2 _ 14 - 0' 2" - _ � . .. _ ELEV CORRIDOR — _ _ METAL - - - - - ,36 = THRESHOLD STORAGE - o - 1U; . - - METAL EDGE o -. I' _ 128 ROOM ROOM Fl . . - 126 - Sri i - ^J MOTHERS 130 4 3 CARPET ROOM t. 3/A402 _ ,.. QYP.) r I ROOM `PAVER TILE & ) ' OATS 9 33 r te.. - r TRANSITION .. - 135 i) METAL EDG - I T ,v � TOL �.` ( j) LOWER FLOOR FURNISHINGS PLAN a� DRAPERY DIMENSIONS DRAPERY SC HEDULE LOWER FLOOR -- MOTORIZED ROLLUP a N0. REQUIRED LOCATION (� - PAIR SINGLE REMARKS - -- -- -- MOTHER 108 _ - - - - � P 2 .,I - OFFICE 11 2 P 1 - _ OFFICE 113 �P 1 t. 2 OVERLAP 2 OVERLAP ROOM 119 P _ 4 TYPES TYPE P TYPE P1 - - -- TOTAL C PER PAIR TOTAL 4 PER PAIR MO THERS 130 P 2 NO SCALE NO SCALE NO SCALE HI C O U N C I L 140 P 2 STK. PRES. 144 P 1 _ THE DIMENSIONS ARE FOR REFERENCE I. LENGTH = 4" BELOW WINDOW SILL 1. LENGTH = 4" BELOW WINDOW SILL CHAPE 150 P11 2 SEE WALL SECTION A/A351 ONLY IT IS THE RESPONSIBLILITY OF TO 4" ABOVE WINDOW HEAD. TO 4" ABOVE WINDOW HEAD. THE ORAPERY INSTALLATION CONTRACTOR 2. FULLNESS - 2 1/2 TIMES THE 2. FULLNESS = 2 1/2 TIMES THE R OSTRU M 149 P1 __4____ SEE W ALL SECT ION A A351 / _ TO PROVIDE FIELD MEASUREMENTS TO WINDOW WIDTH. WINDOW WIDTH. OFFICE 155 P 1 INSURE PROPER INSTALLATION. 3. 4" DOUBLE HEMS AND HEADINGS. 3. 4" DOUBLE HEMS AND HEADINGS. OFFICE 156 S 1 4, STACKOFF OF 1/3 THE WINDOW WIDTH. 4. STACKOFF OF 113 THE WINDOW WIDTH. _ FN PEW SCHEDULE LOWER FLOOR w y LINEAL 3 FEET M z a Pi 12 15-4" 184' -0" P2 2 8' -8 17' -4" P3 26 7' -0" 182' -0 P4 3 12'-0" 36' -0" TOTAL LINEAL FEET 419' -4" NOTES: PEW LENGTH IS MEASURED FROM OUTSIDE OF ARMREST TO OUTSIDE OF ARMREST. SPACE ALL PEWS 3' -0" BACK TO BACK NOTE SEE DIVISION 01 SPECIAL REQUIREMENTS OF SPECIFICATIONS FOR INSTRUCTIONS CONCERNING OWNER FURNISHED ITEMS. FURNISHED TEM BRAND STYLE COLOR BY OR TYPE OWNER CARPET SEE DIV. 09 LOOP PILE FOR SPECS - CONTRACTOR WALL COVERING SEE DIV. 09 FOR SPECS CONTRACTOR COUNTERTOPS SEE DIV. 06 AND CABINETS FOR SPECS OWNER ---} - PEWS SEE DIV. 12 FOR SPECS CONTRACTOR DRAPERIES SEE DIV. 12 FOR SP OWNER ROSTRUM SEE DIV. 12 SEATING FOR SP OWNER I ROSTRUM - SEE DIV. 12 1 S� EE SHEET F2.1 j CA SEWORK ;AND F2.2 - —_- OWNER ROOM SEE DIV. 10 SEE SHEET F3.1 SIGNAGE I o� �m S� a 4 r DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES 2 10 a W W W Q' Z F- U x W ~ `� Y m4 W rrr^ = (9 VJ Q :5 d' m g w o x LU W D Ir m O CL h U t � n W H F � a � w WO 6 I� Project Number. PIw Series: Property Number: Sheet TTtle: LOWER FLOOR FURNISHINGS PLAN AND SCHEDULE Sheet: F101 f METAL cDGE- T i i } Y H 7 _\ PAVER TILE < ARPET TILE li STAIR - na y C METAL — t „+-(t - STAIR THRESHOLD ., - - 72 FOYER - - EJA451 1.24 I 1 , o I I STORI GE' VEST 125. - METAL _ EDGE CORRIDOR STORAG of �” 129 1 _ 774 I 0 °I 2• .- 14 4_ – _2 ° 11' 2 _ 14 - 0' 2" - _ � . .. _ ELEV CORRIDOR — _ _ METAL - - - - - ,36 = THRESHOLD STORAGE - o - 1U; . - - METAL EDGE o -. I' _ 128 ROOM ROOM Fl . . - 126 - Sri i - ^J MOTHERS 130 4 3 CARPET ROOM t. 3/A402 _ ,.. QYP.) r I ROOM `PAVER TILE & ) ' OATS 9 33 r te.. - r TRANSITION .. - 135 i) METAL EDG - I T ,v � TOL �.` ( j) LOWER FLOOR FURNISHINGS PLAN a� DRAPERY DIMENSIONS DRAPERY SC HEDULE LOWER FLOOR -- MOTORIZED ROLLUP a N0. REQUIRED LOCATION (� - PAIR SINGLE REMARKS - -- -- -- MOTHER 108 _ - - - - � P 2 .,I - OFFICE 11 2 P 1 - _ OFFICE 113 �P 1 t. 2 OVERLAP 2 OVERLAP ROOM 119 P _ 4 TYPES TYPE P TYPE P1 - - -- TOTAL C PER PAIR TOTAL 4 PER PAIR MO THERS 130 P 2 NO SCALE NO SCALE NO SCALE HI C O U N C I L 140 P 2 STK. PRES. 144 P 1 _ THE DIMENSIONS ARE FOR REFERENCE I. LENGTH = 4" BELOW WINDOW SILL 1. LENGTH = 4" BELOW WINDOW SILL CHAPE 150 P11 2 SEE WALL SECTION A/A351 ONLY IT IS THE RESPONSIBLILITY OF TO 4" ABOVE WINDOW HEAD. TO 4" ABOVE WINDOW HEAD. THE ORAPERY INSTALLATION CONTRACTOR 2. FULLNESS - 2 1/2 TIMES THE 2. FULLNESS = 2 1/2 TIMES THE R OSTRU M 149 P1 __4____ SEE W ALL SECT ION A A351 / _ TO PROVIDE FIELD MEASUREMENTS TO WINDOW WIDTH. WINDOW WIDTH. OFFICE 155 P 1 INSURE PROPER INSTALLATION. 3. 4" DOUBLE HEMS AND HEADINGS. 3. 4" DOUBLE HEMS AND HEADINGS. OFFICE 156 S 1 4, STACKOFF OF 1/3 THE WINDOW WIDTH. 4. STACKOFF OF 113 THE WINDOW WIDTH. _ FN PEW SCHEDULE LOWER FLOOR w y LINEAL 3 FEET M z a Pi 12 15-4" 184' -0" P2 2 8' -8 17' -4" P3 26 7' -0" 182' -0 P4 3 12'-0" 36' -0" TOTAL LINEAL FEET 419' -4" NOTES: PEW LENGTH IS MEASURED FROM OUTSIDE OF ARMREST TO OUTSIDE OF ARMREST. SPACE ALL PEWS 3' -0" BACK TO BACK NOTE SEE DIVISION 01 SPECIAL REQUIREMENTS OF SPECIFICATIONS FOR INSTRUCTIONS CONCERNING OWNER FURNISHED ITEMS. FURNISHED TEM BRAND STYLE COLOR BY OR TYPE OWNER CARPET SEE DIV. 09 LOOP PILE FOR SPECS - CONTRACTOR WALL COVERING SEE DIV. 09 FOR SPECS CONTRACTOR COUNTERTOPS SEE DIV. 06 AND CABINETS FOR SPECS OWNER ---} - PEWS SEE DIV. 12 FOR SPECS CONTRACTOR DRAPERIES SEE DIV. 12 FOR SP OWNER ROSTRUM SEE DIV. 12 SEATING FOR SP OWNER I ROSTRUM - SEE DIV. 12 1 S� EE SHEET F2.1 j CA SEWORK ;AND F2.2 - —_- OWNER ROOM SEE DIV. 10 SEE SHEET F3.1 SIGNAGE I o� �m S� a 4 r DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES 2 10 a W W W Q' Z F- U x W ~ `� Y m4 W rrr^ = (9 VJ Q :5 d' m g w o x LU W D Ir m O CL h U t � n W H F � a � w WO 6 I� Project Number. PIw Series: Property Number: Sheet TTtle: LOWER FLOOR FURNISHINGS PLAN AND SCHEDULE Sheet: F101 ( j) LOWER FLOOR FURNISHINGS PLAN a� DRAPERY DIMENSIONS DRAPERY SC HEDULE LOWER FLOOR -- MOTORIZED ROLLUP a N0. REQUIRED LOCATION (� - PAIR SINGLE REMARKS - -- -- -- MOTHER 108 _ - - - - � P 2 .,I - OFFICE 11 2 P 1 - _ OFFICE 113 �P 1 t. 2 OVERLAP 2 OVERLAP ROOM 119 P _ 4 TYPES TYPE P TYPE P1 - - -- TOTAL C PER PAIR TOTAL 4 PER PAIR MO THERS 130 P 2 NO SCALE NO SCALE NO SCALE HI C O U N C I L 140 P 2 STK. PRES. 144 P 1 _ THE DIMENSIONS ARE FOR REFERENCE I. LENGTH = 4" BELOW WINDOW SILL 1. LENGTH = 4" BELOW WINDOW SILL CHAPE 150 P11 2 SEE WALL SECTION A/A351 ONLY IT IS THE RESPONSIBLILITY OF TO 4" ABOVE WINDOW HEAD. TO 4" ABOVE WINDOW HEAD. THE ORAPERY INSTALLATION CONTRACTOR 2. FULLNESS - 2 1/2 TIMES THE 2. FULLNESS = 2 1/2 TIMES THE R OSTRU M 149 P1 __4____ SEE W ALL SECT ION A A351 / _ TO PROVIDE FIELD MEASUREMENTS TO WINDOW WIDTH. WINDOW WIDTH. OFFICE 155 P 1 INSURE PROPER INSTALLATION. 3. 4" DOUBLE HEMS AND HEADINGS. 3. 4" DOUBLE HEMS AND HEADINGS. OFFICE 156 S 1 4, STACKOFF OF 1/3 THE WINDOW WIDTH. 4. STACKOFF OF 113 THE WINDOW WIDTH. _ FN PEW SCHEDULE LOWER FLOOR w y LINEAL 3 FEET M z a Pi 12 15-4" 184' -0" P2 2 8' -8 17' -4" P3 26 7' -0" 182' -0 P4 3 12'-0" 36' -0" TOTAL LINEAL FEET 419' -4" NOTES: PEW LENGTH IS MEASURED FROM OUTSIDE OF ARMREST TO OUTSIDE OF ARMREST. SPACE ALL PEWS 3' -0" BACK TO BACK NOTE SEE DIVISION 01 SPECIAL REQUIREMENTS OF SPECIFICATIONS FOR INSTRUCTIONS CONCERNING OWNER FURNISHED ITEMS. FURNISHED TEM BRAND STYLE COLOR BY OR TYPE OWNER CARPET SEE DIV. 09 LOOP PILE FOR SPECS - CONTRACTOR WALL COVERING SEE DIV. 09 FOR SPECS CONTRACTOR COUNTERTOPS SEE DIV. 06 AND CABINETS FOR SPECS OWNER ---} - PEWS SEE DIV. 12 FOR SPECS CONTRACTOR DRAPERIES SEE DIV. 12 FOR SP OWNER ROSTRUM SEE DIV. 12 SEATING FOR SP OWNER I ROSTRUM - SEE DIV. 12 1 S� EE SHEET F2.1 j CA SEWORK ;AND F2.2 - —_- OWNER ROOM SEE DIV. 10 SEE SHEET F3.1 SIGNAGE I o� �m S� a 4 r DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES 2 10 a W W W Q' Z F- U x W ~ `� Y m4 W rrr^ = (9 VJ Q :5 d' m g w o x LU W D Ir m O CL h U t � n W H F � a � w WO 6 I� Project Number. PIw Series: Property Number: Sheet TTtle: LOWER FLOOR FURNISHINGS PLAN AND SCHEDULE Sheet: F101 FN PEW SCHEDULE LOWER FLOOR w y LINEAL 3 FEET M z a Pi 12 15-4" 184' -0" P2 2 8' -8 17' -4" P3 26 7' -0" 182' -0 P4 3 12'-0" 36' -0" TOTAL LINEAL FEET 419' -4" NOTES: PEW LENGTH IS MEASURED FROM OUTSIDE OF ARMREST TO OUTSIDE OF ARMREST. SPACE ALL PEWS 3' -0" BACK TO BACK NOTE SEE DIVISION 01 SPECIAL REQUIREMENTS OF SPECIFICATIONS FOR INSTRUCTIONS CONCERNING OWNER FURNISHED ITEMS. FURNISHED TEM BRAND STYLE COLOR BY OR TYPE OWNER CARPET SEE DIV. 09 LOOP PILE FOR SPECS - CONTRACTOR WALL COVERING SEE DIV. 09 FOR SPECS CONTRACTOR COUNTERTOPS SEE DIV. 06 AND CABINETS FOR SPECS OWNER ---} - PEWS SEE DIV. 12 FOR SPECS CONTRACTOR DRAPERIES SEE DIV. 12 FOR SP OWNER ROSTRUM SEE DIV. 12 SEATING FOR SP OWNER I ROSTRUM - SEE DIV. 12 1 S� EE SHEET F2.1 j CA SEWORK ;AND F2.2 - —_- OWNER ROOM SEE DIV. 10 SEE SHEET F3.1 SIGNAGE I o� �m S� a 4 r DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES 2 10 a W W W Q' Z F- U x W ~ `� Y m4 W rrr^ = (9 VJ Q :5 d' m g w o x LU W D Ir m O CL h U t � n W H F � a � w WO 6 I� Project Number. PIw Series: Property Number: Sheet TTtle: LOWER FLOOR FURNISHINGS PLAN AND SCHEDULE Sheet: F101 o� �m S� a 4 r DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES 2 10 a W W W Q' Z F- U x W ~ `� Y m4 W rrr^ = (9 VJ Q :5 d' m g w o x LU W D Ir m O CL h U t � n W H F � a � w WO 6 I� Project Number. PIw Series: Property Number: Sheet TTtle: LOWER FLOOR FURNISHINGS PLAN AND SCHEDULE Sheet: F101 STOR 207 DRAPERY Lit DRAP SC UP FLOO f FURNISHED >- r N0. REQUIRED CLERK CLERK 206 MOTHERS - 252 SINGLE OFFICE 20 0 1 { A /A401 1 x ' \ a P 204 i CARPET T OFF ICE l � - - -- y Q FOR SPECS FEET METAL ROOM 214 SEE DIV. 09 THRESHOLD -. -- - 2 DRAPERY (TYP.) 138' -0" - - - l� H�LOONY � 7 t7M�ECH AC CESS f OFFICE �� ROOM r ROO 51 P1 203 202 I r2 01 SEE WALL SE CTION D/A351 - -- OFFICE OFFICE 242 243 r SOUND EQU*L I S P - 254 STAID 83 -8" FOR SPECS 151 I CONTRACTOR TOTAL LINEAL FEET 562' -4" NOTES: 1 -. I f OUTSIDE OF ARMREST TO OUTSIDE METAL THRESHOLD- .A, OFFICE_ / N 242 CLERK " C e/aam Q' u R7 I .. �O 0 R AT NIELSON BODILY & ASSOCIATES \ ,0 , J l K p a O 1 1S C \G4' p5 5 P5 �� P4 4. �3 4F=� �P3 P3 p3 4G =e P3 P3 222 — A A404 P3 LV w � z w O 7 0 U wv ST OR — S TAI PI SAC PREP— W CID to FOYER G/� Q y 225 I '^ M w CORRIDOR tY 22s T T w D x o y « m PAVER . TILE _ METAL �- ELEV. EQUI EDGE 230 ROOM ROOM. _- 4�L -1 I 228 227 1, CARPET (TYP.) cn W Z T I. 0� STOR AGE .,,° c� U aG F2 31 V w H � WO O UPPER FLOOR FURNISHINGS PLAN TYPE S NO SCALE THE DIMENSIONS ARE FOR REFERENCE ONLY. IT IS THE RESPONSIBLILITY OF THE DRAPERY INSTALLATION CONTRACTOR TO PROVIDE FIELD MEASUREMENTS TO INSURE PROPER INSTALLATION. DRAPERY (TYP.) . �, _ �=.-.� EDGE OFFICE 243 :: ROOM - ROOM -. DRAPERY DIMENSIONS '- 2' OVERLAP TOTAL 4' PER PAIR TYPE P NO SCALE 1. LENGTH = 4" BELOW WINDOW SILL TO 4" ABOVE WINDOW HEAD, 2. FULLNESS = 2 1/2 TIMES THE WINDOW WIDTH. 3. 4" DOUBLE HEMS AND HEADINGS. 4. STACKOFF OF 1/3 THE WINDOW WIDTH. -- MOTORIZED ROLLUP SHADE ,. { -y- 2" OVERLAP TOTAL 4' PER PAIR TYPE P1 NO SCALE L LENGTH = 4" BELOW WINDOW SILL TO 4" ABOVE WINDOW HEAD. 2. FULLNESS = 2 1/2 TIMES THE WINDOW WIDTH. 3. 4" DOUBLE HEMS AND HEADINGS. 4. STACKOFF OF 1/3 THE WINDOW WIDTH. TOIL 212 A /A403 OPP. DRAP SC UP FLOO LOCATION FURNISHED >- r N0. REQUIRED PAVER TILE WIT" MOTHERS - 252 SINGLE O FFICE METAL a P "EDGE i CARPET T OFF ICE l � - - -- y Q FOR SPECS FEET - -- ROOM 214 SEE DIV. 09 P 2 15-4" 138' -0" METAL 215 l� H�LOONY � EDGE t7M�ECH AC CESS f L 223 51 P1 H //�45J P5 SEE WALL SE CTION D/A351 - -- OFFICE OFFICE 242 243 ..__ I S P II! 83 -8" FOR SPECS I CONTRACTOR TOTAL LINEAL FEET 562' -4" NOTES: I OUTSIDE OF ARMREST TO OUTSIDE OF ARMREST. A M.AT'L CNY BACK r l 1 1 n-_- - - - 249 E/A401 Irl SEE DIV. 12 I CORRIDOR FOR SPECS - -- - - 248 -. IROSTRUM - --- --- ROOM 247 t 1, 1" AND F2.2 4 U16 WNER Y SEE DIV. 10 SEE SHEET F3.1 METAL THRESHOLD- .A, OFFICE_ / N 242 CLERK " C e/aam Q' u R7 I .. �O 0 R AT NIELSON BODILY & ASSOCIATES \ ,0 , J l K p a O 1 1S C \G4' p5 5 P5 �� P4 4. �3 4F=� �P3 P3 p3 4G =e P3 P3 222 — A A404 P3 LV w � z w O 7 0 U wv ST OR — S TAI PI SAC PREP— W CID to FOYER G/� Q y 225 I '^ M w CORRIDOR tY 22s T T w D x o y « m PAVER . TILE _ METAL �- ELEV. EQUI EDGE 230 ROOM ROOM. _- 4�L -1 I 228 227 1, CARPET (TYP.) cn W Z T I. 0� STOR AGE .,,° c� U aG F2 31 V w H � WO O UPPER FLOOR FURNISHINGS PLAN TYPE S NO SCALE THE DIMENSIONS ARE FOR REFERENCE ONLY. IT IS THE RESPONSIBLILITY OF THE DRAPERY INSTALLATION CONTRACTOR TO PROVIDE FIELD MEASUREMENTS TO INSURE PROPER INSTALLATION. DRAPERY (TYP.) . �, _ �=.-.� EDGE OFFICE 243 :: ROOM - ROOM -. DRAPERY DIMENSIONS '- 2' OVERLAP TOTAL 4' PER PAIR TYPE P NO SCALE 1. LENGTH = 4" BELOW WINDOW SILL TO 4" ABOVE WINDOW HEAD, 2. FULLNESS = 2 1/2 TIMES THE WINDOW WIDTH. 3. 4" DOUBLE HEMS AND HEADINGS. 4. STACKOFF OF 1/3 THE WINDOW WIDTH. -- MOTORIZED ROLLUP SHADE ,. { -y- 2" OVERLAP TOTAL 4' PER PAIR TYPE P1 NO SCALE L LENGTH = 4" BELOW WINDOW SILL TO 4" ABOVE WINDOW HEAD. 2. FULLNESS = 2 1/2 TIMES THE WINDOW WIDTH. 3. 4" DOUBLE HEMS AND HEADINGS. 4. STACKOFF OF 1/3 THE WINDOW WIDTH. TOIL 212 A /A403 OPP. PEW SCHEDULE DRAP SC UP FLOO LOCATION FURNISHED >- r N0. REQUIRED REMARKS PAIR SINGLE O FFICE 203 a P 1 i CARPET SEE DIV. 09 OFF ICE 20 4 - - -- s FOR SPECS FEET - -- ROOM 214 SEE DIV. 09 P 2 15-4" 138' -0" ROOM 215 8' -8" P 1 20 7' -0" ROST 223 7 P1 4 P5 SEE WALL SE CTION D/A351 - -- OFFICE OFFICE 242 243 ..__ I S P — 1 83 -8" FOR SPECS CONTRACTOR TOTAL LINEAL FEET 562' -4" NOTES: PEW LENGTH IS MEASURED FROM OUTSIDE OF ARMREST TO OUTSIDE OF ARMREST. SPACE ALL PEWS 3' -0" BACK TO BACK OWNER ROSTRUM SEE DIV. 12 I SEATING FOR SPECS OWNER IROSTRUM PEW SCHEDULE UPPER FLOOR FOR INSTRUCTIONS CONCERNING OWNER FURNISHED ITEMS. FURNISHED ITEM BRAND STYLE COLOR BY a z j OWNER i CARPET SEE DIV. 09 j LOOP PILE LINEAL 2 I FOR SPECS FEET zz a SEE DIV. 09 Pi 9 15-4" 138' -0" P2 4 8' -8" 34'-8" FP - 31 20 7' -0" 140' -0" P4 7 12' -0" - P5 6 13' -8' 82'-0" P6 4 20' -11" 83 -8" FOR SPECS CONTRACTOR TOTAL LINEAL FEET 562' -4" NOTES: PEW LENGTH IS MEASURED FROM OUTSIDE OF ARMREST TO OUTSIDE OF ARMREST. SPACE ALL PEWS 3' -0" BACK TO BACK NOTE SEE DIVISION 01 SPECIAL REQUIREMENTS OF SPECIFICATIONS FOR INSTRUCTIONS CONCERNING OWNER FURNISHED ITEMS. FURNISHED ITEM BRAND STYLE COLOR BY OR TYPE OWNER i CARPET SEE DIV. 09 j LOOP PILE I FOR SPECS CONTRACTOR I WALL COVERING SEE DIV. 09 FOR SPECS CONTRACTOR ( COUNTERTOPS SEE DIV, 06 AND CABINETS FOR SPECS OWNER PEWS SEE DIV. 12 FOR SPECS CONTRACTOR DRAPERIES SEE DIV. 12 FOR SPECS OWNER ROSTRUM SEE DIV. 12 I SEATING FOR SPECS OWNER IROSTRUM SEE DIV. 12 SEE SHEET F2.1 CASEWORK AND F2.2 4 U16 WNER ROOM SIGNAGE SEE DIV. 10 SEE SHEET F3.1 i I Project Number Plan Series: Property NuMW: _......... - Sheet Title: UPPER FLOOR FURNISHINGS PLAN AND SCHEDULE Sheet: F102 F20 r i � _ t w F- TO MATCH PULPIT 1" MDF PANEL LLJ 0 HARDWOOD TRIM L ui CONTROL PANEL 0 NEWEL POST 3/4"COVED 1/8" R. SEE F/r203 U) - HARDWOOD PAINTED I" MDF PANEL 1" MDF PANEL PAINTED MDF TRIM - PAINTED PEDESTAL MOTORIZED EDGE FLOOR LINE HARDWOOD TRIM PAINTED ROSVUM --'�SECTION FLOO� 1" MDF PAINTED ANCHORS AT HARDWOOD TRIM 3' = V-0 0 3/4 BASE RAMP TRIM PANTED MDF PAINTED I" x 1 1/2" O SECTION 1 1/2" = V-O O SECTION 1 1/2" = 1'-0" A 2 G 1. HA NDRAIL HA IDIAIL T DETAIL F20 RAILING M/F203 CHAPEL FLOOR i LINE 314' 3/4 TRIM BASE PAINTED -HANDRAIL SEE DETAIL M/1`203 I- MDF PAINTED OPEN 1' MDF PAINTED NEWEL POST - SEE F/F203 S" HG OCK T - s 1 MDF PAINTED RAMP I E E77 L C FL 3 / 4 " BASE TRIM U CHAPEL FLOOR LINE MDF PAINTED O SECTION O SECTION 1 1/2 = 1'-0 1 1/2" = 1'-0' MDF PAR HARDWOOD CAP - STAINED 1" COVED HARDWOOD TRIM-STAINED 3/4 HARDWOOD TRIM-PAINTED MDF PANEL PAINTED @ DETAIL 6 3/47 5/16" 6 1/8' 5/16' 1/8" R. TYP - CONTROL PANEL 1/8 X 1 ROUTED GROOVES-PAINT DARK 3/4' MDF-FINISH TO MATCH PULPIT ROSTRUM FLOOR a 1 / 4 ' LEVEL CONTROL PEDESTAL ELEVATION 4 3/4* 3/4 3 1/4- __J 3/4' 3/4" 1 3/4 3/4" w 34" HARDWOOD-FINISH z I w F- TO MATCH PULPIT 1" MDF PANEL LLJ 0 HARDWOOD TRIM L ui CONTROL PANEL 0 - ---------- 3/4"COVED 1/8" R. U) - HARDWOOD PAINTED NEWEL SEE F w BELOW MDF TRIM ROSTRUM PEDESTAL MOTORIZED EDGE FLOOR LINE 0 L) 3 4'COVED --'�SECTION MDF PRODUCT HARDWOOD - PAINTED ANCHORS AT 3' = V-0 0 12" O-C. RAMP PULPIT I" x 1 1/2" E c NAILER CONT. A F2o F20 F20 RAILING STAINED F2 O CHAPEL FLOOR i LINE 314' 3/4 TRIM BASE PAINTED @ DETAIL 6 3/47 5/16" 6 1/8' 5/16' 1/8" R. TYP - CONTROL PANEL 1/8 X 1 ROUTED GROOVES-PAINT DARK 3/4' MDF-FINISH TO MATCH PULPIT ROSTRUM FLOOR a 1 / 4 ' LEVEL CONTROL PEDESTAL ELEVATION 4 3/4* 3/4 3 1/4- __J 3/4' 3/4" 1 3/4 3/4" �2 5/16 CONTROL PANEL 1/8 X 1/8 ROUTED GROOVES-PAINT DARK G F2.1 3/4" MOF-FINISH TO MATCH PULPIT 3/4 X 1 1/2 MDF BASE FINISH TO MATCH MICROPHONE PULPIT.ATTACH TO FLOOR BY SOUND INSTALLER WITH (4) YX #12 COUNTER - - " "" ' SUNK WOOD SCREWS. FILL HOLE WITH WOOD DOWEL SACRAMENT TABLE AND FINISH TO MATCH 2'-0" W x 6' H x 18" D CONTROL PEDESTAL ELECTRIC AND /7 SOUND CONDUIT 'NELEVATION STUBS SEE k l� = 'Il-O ELECTRICAL F PANEL AND TRIM SEE G/F203 ANCHOR BASE PLATE SEE DETAIL N/F201 (2) 3/8" DIA. x 6" EXPANSION BOLT AT CHAPEL FLOOR OR (2) 3/8" DIA. x 4" LAG BOLT INTO 2x8 DOUBLE PLATE AT ROSTRUM FLOOR (2)-1/4"Olk SELF TAPPING SCREW SET IN PRE-DRILLED HOLE, 2 SIDES FILL HOLE WITH WOOD DOWEL AND FINISH TO MATCH NEWEL POST-SEE DETAIL F/203 @SECTION Y = l'-O (2) 3/8" DIA. x 6" EXPANSION BOLT AT CHAPEL FLOOR OR (2) 318' DIA. x 4" LAG BOLT INTO 2x8 DOUBLE PLATE AT ROSTRUM FLOOR Or EWEL ANCHOR NOT TO SCALE w 34" HARDWOOD-FINISH z I w F- TO MATCH PULPIT z F_ LLJ 0 HARDWOOD TRIM L ui CONTROL PANEL 0 - ---------- 2 - 6j/" 4 1 ------ - 1/8" R. U) MDF BASE NEWEL SEE F w BELOW 00 CONTROL PEDESTAL MOTORIZED EDGE HANDRAIL 0 L) ROSTF --'�SECTION MDF PRODUCT BEYOh F20 3' = V-0 0 RAMP �2 5/16 CONTROL PANEL 1/8 X 1/8 ROUTED GROOVES-PAINT DARK G F2.1 3/4" MOF-FINISH TO MATCH PULPIT 3/4 X 1 1/2 MDF BASE FINISH TO MATCH MICROPHONE PULPIT.ATTACH TO FLOOR BY SOUND INSTALLER WITH (4) YX #12 COUNTER - - " "" ' SUNK WOOD SCREWS. FILL HOLE WITH WOOD DOWEL SACRAMENT TABLE AND FINISH TO MATCH 2'-0" W x 6' H x 18" D CONTROL PEDESTAL ELECTRIC AND /7 SOUND CONDUIT 'NELEVATION STUBS SEE k l� = 'Il-O ELECTRICAL F PANEL AND TRIM SEE G/F203 ANCHOR BASE PLATE SEE DETAIL N/F201 (2) 3/8" DIA. x 6" EXPANSION BOLT AT CHAPEL FLOOR OR (2) 3/8" DIA. x 4" LAG BOLT INTO 2x8 DOUBLE PLATE AT ROSTRUM FLOOR (2)-1/4"Olk SELF TAPPING SCREW SET IN PRE-DRILLED HOLE, 2 SIDES FILL HOLE WITH WOOD DOWEL AND FINISH TO MATCH NEWEL POST-SEE DETAIL F/203 @SECTION Y = l'-O (2) 3/8" DIA. x 6" EXPANSION BOLT AT CHAPEL FLOOR OR (2) 318' DIA. x 4" LAG BOLT INTO 2x8 DOUBLE PLATE AT ROSTRUM FLOOR Or EWEL ANCHOR NOT TO SCALE CONTROL PEDESTAL SEE DETAIL K/F201 SEE 1/A--- FOR LOCATING CONTROL I r PEDESTAL '4DRAIL—, 6' D LE CTERN F20 LE CENTERLINE PULPIT LECTERN OPP + ---------- STEPS RAILING 2. n, PLAN VIEW k,C/ l'-O' 12� 11 TOP OF TABLE - w z I w F- na z F_ LLJ 0 HARDWOOD TRIM FLOO R ui 0 - ---------- 2 - 6j/" 4 1 ------ - ANCHOR SEE N/F201 U) co W w BOTTOM OF RAMP 00 EDGE OF WALL NEWEL-POST SEE F/F203 MOTORIZED D HANDRAIL CONTROL PEDESTAL SEE DETAIL K/F201 SEE 1/A--- FOR LOCATING CONTROL I r PEDESTAL '4DRAIL—, 6' D LE CTERN F20 LE CENTERLINE PULPIT LECTERN OPP + ---------- STEPS RAILING 2. n, PLAN VIEW k,C/ l'-O' 12� 11 TOP OF TABLE - w LLJ w F- z F_ LLJ 0 HARDWOOD TRIM FLOO R ui 0 - ---------- MICROPHONE ANCHOR SEE N/F201 U) co W w 00 EDGE OF WALL Of MOTORIZED D 0 L) co MDF PRODUCT ADJUSTABLE F20 PULPIT E c A F2o F20 F20 RAILING STAINED F2 O HANDRAIL SEE DETAIL M/F203 in I'D HARDWO HANDRAIL SEE DETAIL M/F203 -HANDRAIL SEE DETAIL M/1`203 OPEN T S" HG OCK T - I E E77 L C FL U Li REMOVABLE STEP WOOD BASE ( (ROSTRUM SEATING VIEW) I HANDRAIL NEWEL- PO! ANCHOR SEI (n ELEVATION ko NEWELL POST SEE F/F203 I MDF PARTITION NEWEL- POST - -1 ANCHOR SEE N/F201 tL ELEVATION l'-O NEWELL PC SEE F/F20 ' ANCHOR SEE N/1`201 O ELEVATION Sheet: F201 I I HARDWOOD CAP MDF PARTITION RAILING BRACKET ROSTRUM u FLOOR NEWEL- POST PAINTED BASE ANCHOR SEE N/F201 SEE RAMP CONSTRUCTION DETAIL 4/A404 Q4 --+. S O z ft DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES p 1J 0 ­14" DIAMETER ROSETTE BLOCKING BEHIND BRACKET. THICKNESS AS NECESSARY TO BE IN SAME PLANE AS NEWELL POST. FINISH TO MATCH RAILING. F-^rllq ELECTRICAL AND SOUND CONDUIT STUB BELOW SEE ELECTRICAL �f S ' kF �2O I NEWEL POST SEE F/F203 w LLJ w F- z F_ LLJ 0 Lu FLOO R ui 0 - ---------- LLI ANCHOR SEE N/F201 U) co W w 00 EDGE OF WALL Of u m , z 0 L) co ­14" DIAMETER ROSETTE BLOCKING BEHIND BRACKET. THICKNESS AS NECESSARY TO BE IN SAME PLANE AS NEWELL POST. FINISH TO MATCH RAILING. F-^rllq ELECTRICAL AND SOUND CONDUIT STUB BELOW SEE ELECTRICAL �f S ' kF �2O I NEWEL POST SEE F/F203 rn _8 F> U U PQ � Sheet Title: ROSTRUM CASEWORK KE ELEVATION (CHAPEL SEATING VIEW) O DETAIL ANI;HUK JLk, N/I­2U1 O ELEVATION @ ELEVATION 7, -I 7� F20; CHAPE FLOO R -NEWEL- POST - ---------- ANCHOR SEE N/F201 Project Number Property Number. rn _8 F> U U PQ � Sheet Title: ROSTRUM CASEWORK KE ELEVATION (CHAPEL SEATING VIEW) O DETAIL ANI;HUK JLk, N/I­2U1 O ELEVATION @ ELEVATION 7, -I — S — E �� i"I i OPP. FAVE P. ^.E IN RAMI 'LLL(,'J✓ MD', FW Fi I GOTH SIDES ENLARGED OVERFLOW PLAN /,.: 1/2" TEMPERED 3 X 3 HAPDS✓09D AN NATED CLASS POST M-F PANEI 1 - A;.,.., TED. MD= TPIM SECTION D , D ,. HAROW. !-'— .� VI iJ CAP j II II it I i � J I� I I K i I Lj 1 r:E'All POST HARDWOOD CAP � II I -STAINED i F- Uj P.iNTED b1GF U W 1/2 TEMPERED Y M Q a >° LAMtNA OCAS. U) g Xm GO o LU w O CIO 3 P HA I. ACO3 P;)ST STAItJED 5 U i t ,l i i I� n I I i i � I I � I I I HAROW. !-'— .� O iJ CAP j � I 1 1 �J I K z r:E'All POST Imo— I ENLARGED BALCONY PLAN HARDW°COD GAP STAINED HAn J.:, , IPIG, SEE M /``203 _JEWS POSTS F F2Ci NEWEL P ANCHQF SEE N /2,, Q ELEVATION HARD "No"I'J GAP , A` EEL NEWE'- r SF_F. f - %223 rIE'WEI P'1 NU IC R E� n!zoI o ELEVATION — , >AItaT_D I 1 IlD PA E!- P! ,CL .YP. O ELEVATION A 1/2" = - ELEVATION B 1/2" ELEVATION 2,. _ WOOD HANDFtAiL HARDWOOD CAP STAINED I� \.. MCIF -PIP4, T' P. HARDWOOD A? I HFAEL - .>T I 4LF PANEL PANEL TYP- L-------------------- G Go ELEVATION 1 /z" 1_Wf JSF AN. HOR SEE N 20 O ELEVATION o� m a ' o� w x Cz m E l N a o i 0 DATED ORIGINAL SIGNED BY SCOTT L NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES F O � � m 5 .Q UGa x a a U VHF F F � WO JOJ CAF Plan Series: - - -- Property Number: POST Sheet TIVe: BALCONY AND OVERFLOW AREA CASEWORK -CS ANC-11Y SEE ; X01 Sheet F202 OPP. -/ 7 O iJ j c9 K z w W F- Uj z U W F °° Y M Q a >° U) g Xm GO o LU w O CIO F O � � m 5 .Q UGa x a a U VHF F F � WO JOJ CAF Plan Series: - - -- Property Number: POST Sheet TIVe: BALCONY AND OVERFLOW AREA CASEWORK -CS ANC-11Y SEE ; X01 Sheet F202 OPP. -/ 7 OSECTION 7" x 7" x 1 1/2" HARDWOOD NEWEL POST CAP STOP ROUTE WHERE CONECTED W/RAILING CAP 1/2 ROUTED GROOVE 3/4" PANEL PRODUCT 3/8" ROUTED CORNER NEWEL I MPOST DETAIL HARDWOOD 1 12 2 1/4 , HANDRAIL--- , I _71 HANDRAIL SUP BRACKET ROSTRUM RAILI OR NEWELL PO' SECTION 3T I" MDF PANEL PRODUCT 1/2 ROUTED GROOVE 3/4 MDF NEWEL-POST Y MITERED CORNI SEE M/F801 3/8 ROUTED CORNER -- - - - - -- NEWEL POST PROVIDE 2 3/4" H X 9 5/8 W AND CAP OPENING FOR PULL OUT MICROPHONE WITH FLANGE SEE SOUND DWG. V2 O_1 3/4" CON T. MDF PRODUCT SUPPORT NOTE: HARDWOOD TRIM LECTERN MUST HAVE A SEE L/F203 21 MINIMUM CLEARANCE OF 3" IN THE LOW POSITION LECTERN BEYOND STEPS SEC l z - ��lll 7X7 HARDWOOD CAP 7 7 -­ - I- a 1/2' 4 +1 1/2' DETAIL - 3" = l'-O @­\,SECTION _3 1/2' » _3/4' NOTE- .. VERIFY MANUFACTURERS t REQUIREMENTS FOR INSTALLATION OF ADJUSTABLE PULPIT MECHANISM MICROPHONE MOUNT AND (HEIGHT OF SHELF, ETC.) CABLE ASSEMBLY BY MANUFACTURER MAY VARY SOUND INSTALLER 3/4 PANEL PRODUCT 3/4 WOOD RIBS AT 4" O.C. EACH WAY NEWEL POST AND CAP HARDWOOD TRIM SEE K/F203— ------ - - - - -- T 3/4" MDF PANEL 3/4" MDF PRODUCT DOOR W/ PRODUCT EDGE PANEL S 2'-0" W x 6" H x 1 8" D 7 A CCESS CESS COVER 3/4" MDF COVER 3/4 PANEL PRODUCT REMOVABLE STEP WITH CARPET ON TOP SURFACE 'RODUCT WOOD TRIM MDF PANEL PRODUCT DETAIL 3" = l'-O" F�7 4x4 HARDWOOD CAP 3x3 HARDWOOD POST 4 " 1 1/27 1 1/2' ROUTED GROOVE FOR 1/2 GLASS _ _ J ODETAIL @DETAIL 3/4' > 3 4 _ 3 Ilf 3/4' 1 1/4' 1,', --l' COVED 1 1/4* HARDWOOD TRIM 1771.�l H ARDWOOD ARDWOOO C P AP-STAIN ED -3/4 COVED HARDWOOD TRIM-STAINED Z_ 1 MDF PANEL AND TRIM - PAINTED TYP. S E C TI O l'-O DETAIL 3/4 COVED HARDWOOD 0 II - - ------- ----- F20 SIM Sim F20 II uJ I- Lu Lu Z uJ 0 C.) LlI 3/4"MDF COVER < Ul F- U) < 1/2" PLASTIC TUBE 00 '6 W/ REMOVABLE 0 0 ACCESS COVEFt xU FROM PULPIT 0 OVER J-BOX MECHANISM FOR SACRAMENT TABLE — 1 - Plar, - swiw. -- Sim "�l Sheet Title: ROSTRUM MICROPHONE CABLE AND DETAILS HARDWOOD rK'Y (CONNECT THRU TRIM SEE ROSTRUM HOLE IN LECTERN) J L/F203 CONDUITS SEE RAILING ELECTRIC DRAWINGS U 1/2-� SECTION F20 113 Sim CHAPEL FLOOR /-H SEE T/F201 1 V HOUSING FOR ADJUSTABLE PULPIT MECHANISM H 'AF20V 3/4" MDF PANEL PRODUCT 1 1/2 MDF 5 1/4' ' 4 PANEL PRODUCT II FIXED SHELF II ROSTRUM FLOOR :7 u T 201 CHAPEL FLOOR U Q01 CHAPEL FLOOR SEC l z - ��lll 7X7 HARDWOOD CAP 7 7 -­ - I- a 1/2' 4 +1 1/2' DETAIL - 3" = l'-O @­\,SECTION _3 1/2' » _3/4' NOTE- .. VERIFY MANUFACTURERS t REQUIREMENTS FOR INSTALLATION OF ADJUSTABLE PULPIT MECHANISM MICROPHONE MOUNT AND (HEIGHT OF SHELF, ETC.) CABLE ASSEMBLY BY MANUFACTURER MAY VARY SOUND INSTALLER 3/4 PANEL PRODUCT 3/4 WOOD RIBS AT 4" O.C. EACH WAY NEWEL POST AND CAP HARDWOOD TRIM SEE K/F203— ------ - - - - -- T 3/4" MDF PANEL 3/4" MDF PRODUCT DOOR W/ PRODUCT EDGE PANEL S 2'-0" W x 6" H x 1 8" D 7 A CCESS CESS COVER 3/4" MDF COVER 3/4 PANEL PRODUCT REMOVABLE STEP WITH CARPET ON TOP SURFACE 'RODUCT WOOD TRIM MDF PANEL PRODUCT DETAIL 3" = l'-O" F�7 4x4 HARDWOOD CAP 3x3 HARDWOOD POST 4 " 1 1/27 1 1/2' ROUTED GROOVE FOR 1/2 GLASS _ _ J ODETAIL @DETAIL 3/4' > 3 4 _ 3 Ilf 3/4' 1 1/4' 1,', --l' COVED 1 1/4* HARDWOOD TRIM 1771.�l H ARDWOOD ARDWOOO C P AP-STAIN ED -3/4 COVED HARDWOOD TRIM-STAINED Z_ 1 MDF PANEL AND TRIM - PAINTED TYP. S E C TI O l'-O DETAIL 3/4 COVED HARDWOOD 0 II TRIM-STAINED F20 SIM Sim F20 II uJ I- Lu Lu Z uJ 0 C.) LlI 3/4"MDF COVER < Ul F- U) < xx 00 '6 W/ REMOVABLE 0 0 ACCESS COVEFt xU CL U WA �D 0 OVER J-BOX 'T SACRAMENT TABLE — 1 - Plar, - swiw. -- - Property - Number: - --- Sheet Title: ROSTRUM 1" MDF SIDE AND DETAILS Sheet: F203 1" MDF PANEL PRODUCT ROSTRUM FLOOR LINE J CONDUITS SEE ELECTRIC DRAWINGS U 1/2-� F20 113 Sim CHAPEL FLOOR @SECTION SEC l z - ��lll 7X7 HARDWOOD CAP 7 7 -­ - I- a 1/2' 4 +1 1/2' DETAIL - 3" = l'-O @­\,SECTION _3 1/2' » _3/4' NOTE- .. VERIFY MANUFACTURERS t REQUIREMENTS FOR INSTALLATION OF ADJUSTABLE PULPIT MECHANISM MICROPHONE MOUNT AND (HEIGHT OF SHELF, ETC.) CABLE ASSEMBLY BY MANUFACTURER MAY VARY SOUND INSTALLER 3/4 PANEL PRODUCT 3/4 WOOD RIBS AT 4" O.C. EACH WAY NEWEL POST AND CAP HARDWOOD TRIM SEE K/F203— ------ - - - - -- T 3/4" MDF PANEL 3/4" MDF PRODUCT DOOR W/ PRODUCT EDGE PANEL S 2'-0" W x 6" H x 1 8" D 7 A CCESS CESS COVER 3/4" MDF COVER 3/4 PANEL PRODUCT REMOVABLE STEP WITH CARPET ON TOP SURFACE 'RODUCT WOOD TRIM MDF PANEL PRODUCT DETAIL 3" = l'-O" F�7 4x4 HARDWOOD CAP 3x3 HARDWOOD POST 4 " 1 1/27 1 1/2' ROUTED GROOVE FOR 1/2 GLASS _ _ J ODETAIL @DETAIL 3/4' > 3 4 _ 3 Ilf 3/4' 1 1/4' 1,', --l' COVED 1 1/4* HARDWOOD TRIM 1771.�l H ARDWOOD ARDWOOO C P AP-STAIN ED -3/4 COVED HARDWOOD TRIM-STAINED Z_ 1 MDF PANEL AND TRIM - PAINTED TYP. S E C TI O l'-O DETAIL SECTION I" MDF PRODUCT 3/4" MDF PRODUCT TABLE MICROPHONE MOUNTED IN SIDE WHERE OCCURS rp �� 1 1/2" / 1/4 (TYP.) HARDWOOD TRIM ,O 3" = 1'-0" 3/4' HARDWOOD TRIM ri TRIM-STAINED I MDF PANEL AND TRIM - PAINTED 3 1/2'', TYP. SECTION 3/4 COVED HARDWOOD 0 II TRIM-STAINED SECTION I" MDF PRODUCT 3/4" MDF PRODUCT TABLE MICROPHONE MOUNTED IN SIDE WHERE OCCURS rp �� 1 1/2" / 1/4 (TYP.) HARDWOOD TRIM ,O 3" = 1'-0" 3/4' HARDWOOD TRIM ri TRIM-STAINED I MDF PANEL AND TRIM - PAINTED 3 1/2'', TYP. SECTION 3/4 SHELF PULPIT ---- 3/4" MDF PANEL PRODUCT (PULPIT FRAMING ONLY) l'-1 1/2' DOOR ---- 2'-1 1/2 TO CENTERLINE 1/8" SPLINE ---- HARDWOOD TRIM- ADJUST FOR MICROPHONE WHERE OCCURS (2) LAYERS 3/4 PANEL PRODUCT -41 --Z 0 II DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES uJ I- Lu Lu Z uJ 0 C.) LlI uJ @O < Ul F- U) < xx 00 '6 uJ Z D w 0 0 xU CL U WA �D 0 Project Number: - Plar, - swiw. -- - Property - Number: - --- Sheet Title: ROSTRUM CASEWORK AND DETAILS Sheet: F203 3/4 SHELF PULPIT ---- 3/4" MDF PANEL PRODUCT (PULPIT FRAMING ONLY) l'-1 1/2' DOOR ---- 2'-1 1/2 TO CENTERLINE 1/8" SPLINE ---- HARDWOOD TRIM- ADJUST FOR MICROPHONE WHERE OCCURS (2) LAYERS 3/4 PANEL PRODUCT THIS ROOM IS ,.. .. FOR WARMING F AND SERVING VCREP�R OOD NOT FOR 6 t y ING OR OOKING FOOD T7 AB- AB MIDI E AS OFFICE - 101 5101 103 104 - WEST SERVING' MOTHERS'," -� . .. - _t06FICE S -� CLERKS',' T .. --- - AREA ROOM -�/ r CLERKS'_ m -- - ,BISHOP'S r CULTURAL CULTURAL MEMBER 99 AB \ I OFFICE 02 �. ,% CENTER CENTER -'� CUSTODIAL g . , OFFICE o� I A A , �a D -105 ,, AS : a . -, >f . �y CLERKS' OFFICE PLATFORM � 4..- .HEARING DEVICE U 102 - CHAPEL I 1, OVERFLOW ( .I S-" i �_ [ - I r lip A66 RELIEF MATERIALS SOCIETY DATED ORIGINAL SIGNED BY - CENTER �- SCOTT L. NI BODILY ON FILE AT rr 1 E BOOL ON Y AS -- SOCIATES 8 r t I I -oP �Y, -- . - O 1 \ J KL THIS ROOM IS WOMEN - _ 6 �-� h I i �1 S v I FOR WARMING ❑ O GH AND SERVING - pp 1 I i � I FOOD NOT FOR I �. l ' it I� - REPAR110G� RESTRDOM, �� �'-£F �1 ,! - COOKING FOOD W W TH 5104. SERVING CD - �./- k AREA --270 MAXIM UM EF W �� CD SO LI ® Q AB W 1 A8 CIETY, --174 MAXIMUM - t GH OCCUPANT OCCUPANT A � c { �,- + •- ., -OVERFLOW -. _ LLJ So W WW -STAKE T- CHAPEL _ 5105 k� RESTROOM / OFFICES ( - I .-� i X5103 .. Q HEARING DEVICE ' II Z 1 k 111 I I I � °-PLATFORM m L- _ —� < UJ STAKE PRESIDENT I I L 107 p -= 1 ELEVATOR 108. MAX _ .'r t Z LERKS' j OCCUPANT AS CD R EF AB CD -'EF - O OFFICE , c o _ —_ L� v� — CULTUR CENTER CENTERAL 510 ROOM COUNCIL -.HIGH 110 109 ' HIGH COUNCIL A -S107 ® RESTROOM �. �� - -- - Q I �. - a v cU � F F a M 4 I I W LOWER FLOOR ROOM SIGNAGE LOCATION PLAN Z Z g o I W Q N Project Number: m Pten Serles: O a Property Number: I m Sheet Title: LOWER FLOOR z 5 ROOM SIGNAGE Q LOCATION PLAN W 0' a z f a Sheet: ri S F301 N Ot I I I Ut W G CD © AB RESTROOM A .7 ! � OPEN TO cz j� BELOW cD - T O•� OFFICE - ' - S202 " -AB _ BISHOP'S 203 -� 204 205 - WOMEN - OFFICE AB -201 141 MAX V OCCUPA MUM b / OPEN EF ,- CQ AB BCD -AB v � O RELIEF - �� r ' SOCIETY �._ �•...._� RELIEF ', SOCIETY- , i TO szol BELOW I r i — - HEARING r DEVICE - CHAPEL { I �BALCONY 77 1� DATED ORIGNAL SIGNED BY / SCOTT L. NIELSON ON FILE I I – ,- (I AT MELTON BODILY & ASSOCIATES 4 1 -- — u 1 t i k rMOTHERS �� ROOM I I � OPEN �j TO p BELOW �, � !'I - .� O a r. I MATERIALS ', , CENTER t �I P� OPEN; a f ; TO - _ t I i BELOW L'- I 1 I �I – f j i L Lu CCUPAN r r '- _ Lu 0 : 213 .. -'HEARING �• U W DEVICE r O 1 T "' W o OPEN a � .. Q <� TO it -5204 y 4 CUSTODIERI BELOW . � Q X ELEVATOR 207 206 I t co 1 5 ' W -A6 O ,.,.,., - +217 _21 5206 STAIRS U - _ _ - -_ -_ 208 ,- ... - -- - BISHOP'S . OFFI - OFF CE -r' " � A6 EF .. _ 10 - -.. .2 MEN 09 i _ �' - • - V OPEN TO EF � � GH -5205 r/ ! : -C BELOW y- 1 � -.CD - �,- h f .2.. - -_. -AB �-y x � EL V H o W O O M LL 0: U I z UPPER FLOOR ROOM SIGNAGE LOCATION PLAN o a z I � w _ U O w Q Y� r N Project Number: w Plan tles: Se.. -. ...___. 0 x Property Number. " 0 i m Sheet Title: UPPER FLOOR ROOM SIGNAGE LOCATION PLAN a z a a m a M heeC N F302 N O BUILDING SIGNAGE SCHEDULE SIGNAGE RO NA O R NUM. UANTITY SIZE MOUNTING BISHOP'S OFFICE - W ARD NAME 101 1 6x6 A /F303 - - 1 1 6x6 A /F303 10 1 6x6 A /F30 104 1 6x6 A /F303 105 1 64 A /F303 106 1 6x6 A /F303 107 1 6x6 A /F303 108 1 6x6 A /F _ 109 1 6x6 A /F303 110 1 6x6 A /F303 111 1 6x6 A /F303 201 1 6x6 A /F303 202 _ 1 6x6 A/1`303 _ 203 1 6x6 A /F303 204 — - 1 6x6 A /F303 205 1 6x6 A /F303 206 - - -_ -- 1 6x6 A /F303 207_ 1 6x6 A /F303 208 1 6x6 A/F303 209 1 6x6 A /F303 210 1 6x6 A /F303 211 1 6x6 A /F303 212 1 6x6 A /F303 21 --- - - - - -- 1 6x6 A /F303 6x6 A/1`303 RELIEF SOCIETY 4 STAKE P RESIDENT 1 6x6 A /F303 HIGH COUNCIL 2 6x6 A /F303 STAKF OFFICFS A /1`303 PLATFORM 2 BISHOP'S OFFICE - WARD NAM 1 6x6 A /F303 SPECIFY WARD NAME BISHOP'S OFFICE - W ARD NAME 1 6x6 A /F303 BISHOP'S OFFICE - WARD NAME 1 6x6 A /F303 BISHOP'S OFFICE - WARD NAME 1 6x6 A /F303 BISHOP'S OFFICE - WARD NAME 1 6x6 A /F303 BISHOP'S OFFICE - WARD NAME 1 6x6 A /F303 BISHOP'S OFFICE - WARD NAME 1 6x6 A/F303 BISHOP'S OFFICE - WARD NAME 1 6x6 A F303 ucrcn� � V bxb A /F303 - - SPECIFY MAXIMUM OCCUPANCY MEN 4 _ 2 6x6 8/F303 WOMEN J& 3 6x6 B/F303 RESTROOM 2 6x6 8/F303 RESTROOM 2 6x6 A /F303 MOTH ROOM 3 6x6 A/F303 MEMBER CUSTO DIAL FIR AID KIT 2 6x6 A /F303 S701 - -- - 1 6x6 A/F303 5102 - -- 1 6x6 A /F303 - - - -- 570 1 6x6 A/F303 51 1 6x6 A /F303 5105 1 6 x 6 A/F303 5106 1 6x6 A /F303 S107 1 6x6 A /F303 S201 1 6x6 A/f303 520 7 6x6 A /F303 5203 1 6 x6 A /F303 5204 -- — 1 6x6 A /F303 — - 5205 1 6x6 A /F303 S206 1 6x6 A /F303 S207 _ 1 6x6 A /F303 6x6 A /F303 M102 1 6x6 A /F303 M201 1 6.6 A /F303 M202 i 6x6 A /F303 WEST SERVING AREA FIRST AID KIT 1 6x6 A/1`303 RELIEF SOCIETY 4 6x6 A /F303 MAT E R IALS CENTE 2 6x6 A /F303 CULT C ENTER 4 6x6 A /1`303 PLATFORM 2 6x6 A /F303 ELE 2 6.6 A /F303 _ CHAPEL 4 6x6 H /F303 NORTH SERVING AREA FIRST AID KIT 1 6x6 A /F303 STAIRS 6 6x6 A /1`303 OVERFLOW 2 6x6 A /1`303 BALCON 2 64 A /F303 __ _ MAXIMUM OCCUPANCY 1 6x6 A /1`303 14 MAXIMUM OCCUPANCY 1 6x6 A /F303 174 MAXIMUM OCC i 6x6 A /F303 659 MAXIMUM OCCUPANCY 1 6x6 A /F303 310 MAXIMUM OCCUPANCY 1 6x6 A /F303 270 _ A THRU B (FLAT SIGN ONLY) 31 EACH 2x6 E /F303 C THRU D (FLAT SIGN ONLY) 13 EACH 2x6 E /F303 E THRU F (FLAT SIGN ONLY) 8 EACH E /F303 G THRU H (FLAT SIGN ONLY) 3 EACH E /F303 I THRU R (FLAT SIGN ONLY) 1 EACH E /F303 d - 22 ) LISTENING DEVICES AVAILABLE IN THE MATERIALS CENTER 4 MOUNT BELOW THE 'CHAPEL" SO1 ON EACH SIDE OF THE CHAPEL SEE H/F303 7 SYSTEM AVAILABLE WARD 6x6 MOUNT ON THE BOTTOM RIGHT CORNER OF THE TA CKBOARD, NEAR THE BISHOP'S OFFICE THIS ROOM IS FOR WARMING AND SERVING FOOD, NOT FOR PREPARING OR COOKING FOOD. 2 _ 6X6 MOUNT ABOVE THE BACKSPLASH ON THE WALL TO THE RIGHT OF THE RANGE IN THE SERVING AREA IN CASE OF EMERGENCY CALL 911 2 3X3 J/F303 SPECIFY BUI D LDING ADDRESS Al PHONE NUMBER x 2 3/4' 6x6 SIGN FOR MOUNTING SEE G/P303 >x6 SIGN =0R MOUNTING SEE G/F303 MOLDED SIGN MOUNTING 0 LOCATION NEXT TO DOOR 1/2' -1'-0' SN )UNTING '1`303 MOUNT 6 SIGNS FOR CLOSETS CENTERED ON DOOR HORIZONTALLY FLAT SIGN MOUNTING D LOCATION ON DOOR MOLDED SIGN MOUNTING LOCATION NEXT TO DOOR p 1/2. - V -O" 2x6 FLAT SIGN SEE F /F303 VOTE MOUNT SIGN TWO THIRDS OF DISTANCE JP FROM BOTTOM )F CABINET AND :ENTERED ON RIGHT )ABINET DOOR FLAT SIGN MOUNTING r ON CABINETS l I I I I I � MOUNTING it BRACKET I f SIGN PLATE I I 4-ALLEN HEAD SCREW EQUAL EQUAL TO SECURE SIGN TO MOUNTING BRACKET 9/16' r ` _.�„L�(/ INSTALLATION DETAIL �r�ED SIGN MOUNTING DETAIL l = 1' -0' MOLDED SIGN MOUNTING /1 LOCATION ON DOOR k V 1/2" = l' -0" NOTE: MOLDED SIGNS MUST NOT BE MOUNTED ON DOORS UNLESS NO OTHER ALTERNATIVE IS AVAILABLE MOLDED SIGN MOUNTING LOCATION NEXT TO DOOR � o 1/2' = V -0" FLAT SIGN 6 NOTE: SIGN IS SUPPLIED WITH f S ELF- A DHESI VE - � \ FLATSIGN DETAIL F 6 V -0" 3x3 SIGN 911 FLAT SIGN rLUNTING LOCATION V 1/2 = 1' -0" � �ryry RS V c � v O ^r 4) 0 3 3 DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES O � ro � o o �r < w W UILI Z en U W 0 YY Y 120 Q Q >� � Q C7 v ♦ a X j W co o� i Z co U (F-/� yy 1` 0 U r x y a U H F F r✓j W � 1� Sheet Tale: ROOM SIGNAGE SCHEDULE AND DETAILS "oN FOR ING /F303 NOTE MOUNT 3 x 3 SIGN NEXT TO PUBLIC PHONE I I ! it Project Number. Plan Series: EQUAL EQUAL Property Number: 1" BETWEEN -- r ` _.�„L�(/ - -- -64 SIGN FOR MOUNTING SEE G/F303 SIGNS D> O10 I I 9> MOLDED SIGN MOUNTING LOCATION NEXT TO DOOR � o 1/2' = V -0" FLAT SIGN 6 NOTE: SIGN IS SUPPLIED WITH f S ELF- A DHESI VE - � \ FLATSIGN DETAIL F 6 V -0" 3x3 SIGN 911 FLAT SIGN rLUNTING LOCATION V 1/2 = 1' -0" � �ryry RS V c � v O ^r 4) 0 3 3 DATED ORIGINAL SIGNED BY SCOTT L. NIELSON ON FILE AT NIELSON BODILY & ASSOCIATES O � ro � o o �r < w W UILI Z en U W 0 YY Y 120 Q Q >� � Q C7 v ♦ a X j W co o� i Z co U (F-/� yy 1` 0 U r x y a U H F F r✓j W � 1� Sheet Tale: ROOM SIGNAGE SCHEDULE AND DETAILS "oN FOR ING /F303 NOTE MOUNT 3 x 3 SIGN NEXT TO PUBLIC PHONE I I ! it Project Number. Plan Series: Property Number: sneer. F303 SIGN PLATE DETAIL STRUCTURAL NOTES A. GENERAL 1. THE STRUCTURAL NOTES ARE INTENDED TO COMPLEMENT THE PROJECT SPECIFICATIONS WHICH ARE PART OF THE CONSTRUCTION DOCUMENTS. SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL GOVERN OVER THE STRUCTURAL NOTES AND TYPICAL DETAILS. 2. THE ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. THE STRUCTURAL DRAWINGS ARE SUPPLEMENTARY TO AND MUST BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS AND OTHER CONSULTANTS DRAWINGS. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND /OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN CASE OF CONFLICT, FOLLOW THE MOST STRINGENT REQUIREMENT AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 3. SEE SPECIFICATIONS FOR REQUIRED SUBMITTALS. SUBMITTALS SHALL BE MADE IN A TIMELY MANNER AS INDICATED IN SPECIFICATIONS. REVIEW OF SUBMITTALS BY THE ENGINEER IS FOR GENERAL COMPLIANCE ONLY AND IS NOT INTENDED AS APPROVAL. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SIZES, DIMENSIONS, AND ELEVATIONS ON SUBMITTALS AS RELATED TO DESIGN DOCUMENTS. PREPARATION OF SHOP DRAWINGS FOR STRUCTURAL ELEMENTS WILL REQUIRE INFORMATION (I.E. DIMENSIONS, ETC.) FOUND IN THE ARCHITECTURAL, STRUCTURAL, AND OTHER CONSULTANTS DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE. IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION OF ANY AFFECTED ELEMENTS. 5. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL LOCATIONS AND SIZES OF MECHANICAL EQUIPMENT OR OTHER EQUIPMENT BEFORE FABRICATING AND ERECTING STRUCTURAL ELEMENTS. SIZES AND LOCATIONS THAT DIFFER FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT. 6. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE ARCHITECT FOR ARCHITECT AND /OR ENGINEER APPROVAL BEFORE PROCEEDING WITH ANY CHANGES, MODIFICATIONS OR SUBSTITUTIONS. 7. OBSERVATION VISITS TO THE SITE BY THE ENGINEER FIELD REPRESENTATIVES SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. B. DURING AND AFTER CONSTRUCTION, BUILDER AND /OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS AS NOTED IN THESE DOCUMENTS. 9. SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER, TYPICAL OR SIMILAR DETAILS AND SECTIONS SHALL APPLY WHERE SPECIFIC DETAILS ARE NOT SHOWN. TYPICAL OR SIMILAR DETAILS REFER TO THE CONDITION ADDRESSED AND ARE NOT NECESSARILY DETAILS LABELED "TYPICAL" OR "SIMILAR" IN THE PLANS AND DOCUMENTS. 10ORAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATION PROVIDED IN SCALED FORM; HOWEVER CONTRACTOR /SUPPLIERS SHOULD NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION. 11.THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SHORING AND BRACING FOR ALL STRUCTURAL ELEMENTS UNTIL THE ENTIRE STRUCTURAL SYSTEM IS COMPLETED. DESIGN OF ALL SHORING AND BRACING IS BY OTHERS AT NO ADDITIONAL COST TO THE OWNER. 12 ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTIVITIES UNDER CONTROL OF THE CONTRACTOR SUCH AS CONSTRUCTION SITE SAFETY, MEANS, METHODS, AND SEQUENCING OF CONSTRUCTION. ENGINEER SHALL NOT BE RESPONSIBLE FOR FABRICATION, ERECTION AND CONSTRUCTION REQUIREMENTS AS PRESCRIBED BY OSHA OR OTHER REGULATORY AGENCIES REGARDLESS OF INDICATIONS IN THESE DOCUMENTS. 13.WHEN DETERMINING THE FIRE RESISTANCE OF ASSEMBLIES, USE THE FOLLOWING: STEEL ROOF FRAMING MEMBERS ARE CONSIDERED UN- RESTRAINED AND STEEL FLOOR FRAMING MEMBERS ARE CONSIDERED RESTRAINED. B. SPECIAL INSPECTION 1. SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT AGENCY IN ACCORDANCE WITH IBC 1704 AND AS OUTLINED AND SCHEDULED IN THESE DOCUMENTS. CONTRACTOR SHALL COORDINATE AND COOPERATE WITH REQUIRED INSPECTIONS. 2. ITEMS REQUIRING SPECIAL INSPECTION ARE LISTED IN THE SPECIAL INSPECTION SCHEDULE. C. ANCHOR BOLTS /EMBEDDED BOLTS 1. ALL ANCHOR BOLTS SHALL HAVE ASTM A -563 HEAVY HEX NUT AND HARDENED WASHERS, GRADE A. ANCHOR BOLTS SHALL COMPLY WITH THE FOLLOWING: A. AT WOOD STUD WALLS - ASTM A -307 GRADE HEADED BOLTS. ANCHOR BOLTS IN TREATED LUMBER SHALL BE GALVANIZED OR STAINLESS STEEL. SEE TIMBER NOTES FOR MORE INFORMATION. B. AT ALL OTHER ANCHOR BOLTS (UNLESS NOTED OTHERWISE) - ASTM F1554 GRADE 55 HEADED BOLTS. (ASTM A36 THREADED ROD MAY BE USED WITH DOUBLE NUT AND WASHER) 2. EMBEDDED BOLTS IN MASONRY SHALL BE (UNLESS NOTED OTHERWISE) ASTM A -307 GRADE HEADED BOLTS. 3. SEE TYPICAL ANCHOR BOLT DETAIL FOR DEFINITIONS OF EMBEDMENT LENGTH, ETC. 4. FURNISH TEMPLATES AND OTHER DEVICES AS NECESSARY FOR PRESETTING ALL BOLTS PRIOR TO PLACING CONCRETE AND /OR GROUT. D._0L FORMED STEEL 1. LIGHT GAUGE STEEL FRAMING: A. WHERE STEEL FRAMING SIZE DESIGNATORS ARE USED IN THE DRAWINGS, THEY SHALL FOLLOW THE CONVENTION ESTABLISHED BY THE STEEL STUD MANUFACTURERS' ASSOCIATION (SSMA) AND THE NORTH AMERICAN STEEL FRAMING ALLIANCE (NASFA). FRAMING MEMBERS PROVIDED SHALL COMPLY WITH THE DESIGNATIONS ACCORDING TO THIS CONVENTION. B. ALL LOAD BEARING STUDS (AND /OR) JOIST FRAMING MEMBERS ALONG WITH ALL RUNNERS, BRIDGING, AND END - TRACKS SHALL BE OF THE DESIGNATION SHOWN ON THE PLANS- ALL STUDS WITH BASE METAL THICKNESS OF 54 MIL AND 68 MIL, AND JOISTS WITH BASE METAL THICKNESS OF 54 MIL, 68 MIL. AND 97 MIL, SHALL BE FORMED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A1011/A1011M -04 EXCEPT THAT THE STEEL SHALL HAVE A 50,000 PSI YIELD STRESS. ALL TRACK AND END CLOSURES WITH BASE METAL THICKNESS OF 54 MIL AND 68 MIL, BRIDGING WITH BASE METAL THICKNESS OF 54 MIL, AND STUDS AND TRACK WITH BASE METAL THICKNESS OF 43 MIL AND 33 MIL, SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD OF 33,000 PSI. ALL COMPONENTS SHALL BE GALVANIZED. C. FOLLOW ALL MANUFACTURERS' RECOMMENDATIONS FOR THE USE OF THESE PRODUCTS. D. UNLESS NOTED OTHERWISE, ALL WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL DETAILS. ALL WELDS SHALL BE COMPLETED USING E60XX ELECTRODES. E. ALL INTERIOR, NON- BEARING, STEEL STUD WALLS THAT EXTEND ABOVE THE CEILING TO THE FLOOR OR ROOF DIAPHRAGM (ABOVE), SHALL HAVE DIAGONAL BRACES AT 45 DEGREES (+ / -). SEE DETAIL D /S502 2. PREFABRICATED SYSTEMS: SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS OF N EVIEW. SUBMITTALS SHALL BEAR THE STAMP OF A LICENSED PROFESSIONAL ENGINEER. Q 2 E. MASONRY 1. ALL HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C -9D TYPE N -1. fm (MINIMUM): 1,500 PSI MINIMUM UNIT STRENGTH: 1,900 PSI TESTED IN ACCORDANCE WITH ASTM C -140) C -652, GRADE SW, TYPE HBS OR BETTER (DON'T USE ATIC WHITE AND PLATINUM COLOR) 2 'm (M RC IMUMl �. A 300 PSI 3. ALL GROUT (SITE- M O M SHALL CONFORM TO ASTM C -476 OR BE PROPORTIONED PER TABLE 2103.10 OF THE IBC AND SHALL BE PLACED WITH SUFFICIENT WATER FOR POURING WITHOUT SEGREGATION. DO NOT USE MORTAR FOR GROUT. MECHANICALLY VIBRATE ALL GROUT. 4. GROUT STOP SHALL BE RESIN COATED FIBERGLASS MESH 1 -112" NARROWER THAN WALL THICKNESS, OTHER GROUT STOP MATERIALS ARE NOT PERMITTED. 5. MORTAR SHALL BE TYPE S AND SHALL BE PROPORTIONED ACCORDING TO TABLE 2103.7(1) OF THE IBC. 6. ALL MASONRY WORK SHALL CONFORM TO CHAPTER 21 OF THE IBC. 7. UNLESS OTHERWISE NOTED MINIMUM REINFORCING IN ALL 8" MASONRY WALLS SHALL BE AS FOLLOWS: A. VERTICAL: #5 BARS IN CELLS ADJACENT TO ALL OPENINGS, AT CORNERS AND AT A MAXIMUM SPACING OF 16" THROUGHOUT WALL, ALL VERTICAL REINFORCEMENT SHALL BE DOWELED TO FOUNDATION. B. HORIZONTAL: (2) #4 BARS IN 8" DEEP "H" BLOCK BOND BEAM UNITS OR (2) 4" DEEP 'H' BLOCK BOND BEAM UNITS. AT 48" O.C. AND AT FLOORS, ROOF AND TOP OF WALL. BOND BEAMS AT ROOF WILL SLOPE TO MATCH SLOPING ROOF. SEE E /S502. 8. MASONRY VENEER SHALL BE ANCHORED AS FOLLOWS: A. WALL STUDS: USE MULTI -PIECE ANCHORS WITH CLIPS TO PROVIDE DIRECT ATTACHMENT TO A HORIZONTAL 9 GAUGE REINFORCING WIRE RUNNING CONTINUOUSLY IN HORIZONTAL MORTAR JOINTS (DUR -O -WAL O/A 213 SEISMIC OR APPROVED EQUAL) WIRE TO BE SPACED VERTICALLY AT 16" O.C. ANCHORS SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 2 SQUARE FEET OF WALL AREA, WITH HORIZONTAL SPACING NOT EXCEEDING 18 INCHES. B. BRICK AND BLOCK WALLS; ADD 3 WIRE 9 GAUGE JOINT REINFORCEMENT AT 16" O.C. 9. ALL BLOCK CELLS CONTAINING REINFORCING, BOLTS, OR ANCHORS SHALL BE GROUTED SOLID. 10. PROVIDE (1) #5 BAR (MINIMUM), IN GROUTED SPACE, ON ALL SIDES AND ADJACENT TO EVERY OPENING WHICH EXCEEDS 24" IN EITHER DIRECTION. HORIZONTAL BARS SHALL EXTEND 24" BEYOND THE CORNERS OF THE OPENING AND VERTICAL BARS SHALL EXTEND TO TOP OF WALL. VERTICAL REINFORCING SHALL BE PROVIDED AT ENDS, CORNERS AND EACH SIDE OF CONTROL JOINTS. SEE TYPICAL DETAILS FOR OPENINGS WHICH EXCEED 32" IN EITHER DIRECTION. 11. SOLID GROUTING OF MASONRY IS UNACCEPTABLE EXCEPT AS SPECIFICALLY NOTED ON PLANS AND SCHEDULES. 12. WHERE WALLS ARE NOT GROUTED SOLID, EACH GROUT POUR SHALL TERMINATE FLUSH WITH THE TOP OF THE UPPERMOST UNIT EXCEPT AT CELLS WITH VERTICAL REINFORCING WHERE GROUT SHALL BE 1 -1/2" BELOW TOP OF UNIT TO PROVIDE CONSTRUCTION KEY. WHERE WALLS ARE GROUTED SOLID, EACH GROUT POUR SHALL TERMINATE 1 -1/2" BELOW TOP OF UNIT. 13 GROUT POURS SHALL NOT EXCEED 5' -0" UNLESS HIGH LIFT GROUTING PROCEDURES ARE FOLLOWED. 14. THE USE OF HIGH LIFT GROUTING PROCEDURES REQUIRE THE APPROVAL OF THE ARCHITECT AND ENGINEER AND SHALL NOT EXCEED THE MAXIMUM HEIGHTS GIVEN IN TABLE 1.15.1 OF ACI 530- 02 /ASCE 5- 02 /TMS 402 -02. GROUT DEMONSTRATION PANELS, AS PRESCRIBED BY THE ARCHITECT AND ENGINEER, SHALL BE REQUIRED WHERE REQUESTED GROUTING PROCEDURES DO NOT MEET THE LIMITS OF TABLE 1.15.1. ADDITIONALLY, ALL HIGH LIFT GROUTING SHALL INCLUDE INSPECTION PROCEDURES NEEDED TO VERIFY GROUT PLACEMENT DURING CONSTRUCTION. 15. ALL MASONRY BEAMS SHALL BE BUILT INTEGRAL WITH SUPPORT. NO TOOTHING OR DOWELING PERMITTED. UNITS WITH ONE END OPEN SHALL BE USED FOR ALL MASONRY BEAMS. 16. PROVIDE VERTICAL CONTROL JOINTS AT MAXIMUM SPACINGS NOTED BELOW UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS AND /OR ON ARCHITECTURAL ELEVATIONS AND AT ALL CHANGES IN WALL ELEVATION AND MASONRY THICKNESS. CONTROL JOINTS SHALL NOT BE LOCATED DIRECTLY OVER OR CLOSER THAN 24" TO WALL OPENINGS (DOORS, WINDOWS, MECHANICAL OPENINGS, ETC.). SEE DETAIL L /S501. REINFORCED MASONRY. 40 FT VENEER: 30 FT AND AT INTERFACE BETWEEN VENEER SUPPORTED BY FOUNDATIONS AND SUSPENDED STRUCTURAL ELEMENTS 17. HORIZONTAL REINFORCEMENT SHALL TERMINATE AT EACH SIDE OF CONTROL JOINTS EXCEPT AT FLOOR AND ROOF LEVEL BOND BEAMS AND AT TOP OF PARAPET. SEE DETAIL L /SSOL 18. CONTROL JOINTS SHALL BE PROVIDED AT THE MASONRY SIDE OF EMBEDDED STEEL COLUMNS TO CONTROL CRACKING OF FACE SHELLS. 19. SUPPORT NON- BEARING, NON - STRUCTURAL WALLS AT TOP OF MASONRY AS PER TYPICAL DETAILS AT LOCATIONS WHERE INTERSECTING OR PERPENDICULAR WALLS ARE 12' -0" OR MORE APART OR WHERE END OF WALL OCCURS 6' -0" OR MORE FROM INTERSECTING WALL. 20. EM BED CHANNELS AND PLATES TO BE PLACED SO AS TO CREATE FLUSH SURFACE WITH FACE OF MASONRY. FLANGES ON CHANNEL EMBEDS SHALL BE HORIZONTAL. 21. ALL VERTICAL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO GROUTING USING WIRE POSITIONERS OR OTHER ACCEPTABLE DEVICES. REINFORCING SHALL BE SECURED AT BAR - SPLICE LOCATIONS AND AT A SPACING NOT MORE THAN 120 BAR DIAMETERS. 22.UNLESS NOTED OTHERWISE, MASONRY WALLS SHALL BE CONSTRUCTED UTILIZING COMMON RUNNING -BOND. JIM 1. SEALED DRAWINGS AND CALCULATIONS ARE REQUIRED ON ALL DEFERRED SUBMITTALS. 2. DEFERRED SUBMITTAL COMPONENTS SHALL NOT BE INSTALLED UNTIL APPROVED BY THE BUILDING OFFICIAL. 3. DEFERRED SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO: A. PRE - MANUFACTURED WOOD TRUSSES, BLOCKING, TRUSS HANGERS, AND RELATED COMPONENTS. B. COLD FORMED STEEL STUDS / JOIST / HEADERS / JAMBS. C. STRUCTURAL STEEL STAIRS. G. QUALITY ASSURANCE PLAN FOR THE LATERAL FORCE RESISTING SYSTEM 1. THE DESIGNATED SEISMIC /WIND SYSTEMS AND SEISMIC /WIND- FORCE- RESISTING SYSTEMS THAT ARE SUBJECT TO QUALITY ASSURANCE IN ACCORDANCE WITH IBC SECTION 1705.1 ARE IDENTIFIED IN THE SEISMIC /WIND - FORCE- RESISTING SYSTEM KEY -PLAN ON SHEET S602. OTHER ITEMS, DETAILS, AND SYSTEMS SUBJECT TO QUALITY ASSURANCE ARE ALSO IDENTIFIED ON THESE DOCUMENTS WITH A CIRCLE % ". 2. SPECIAL INSPECTIONS AND TESTING ARE TO BE PROVIDED AS REQUIRED BY IBC SECTIONS 1704 AND 1708 AND OTHER APPLICABLE SECTIONS OF THE IBC. ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED IN THE SPECIAL INSPECTION SCHEDULE ON SHEET S601. THE TYPE AND FREQUENCY OF TESTING AND SPECIAL INSPECTIONS SHALL BE AS NOTED IN THE SPECIAL INSPECTION SCHEDULE, THE JOB SPECIFICATIONS, AND IN ACCORDANCE WITH IBC SECTION 109 AND CHAPTER 17. 3. ALL TESTING AND SPECIAL INSPECTION SHALL BE PROVIDED BY A QUALIFIED SPECIAL INSPECTION AGENCY EMPLOYED AS OUTLINED IN THE JOB SPECIFICATIONS. REPORTS OF FINDINGS OR DISCREPANCIES SHALL BE NOTED AND FORWARDED TO THE CONTRACTOR, ARCHITECT, ENGINEER, AND BUILDING OFFICIAL IN A TIMELY MANNER. 4. STRUCTURAL OBSERVATION VISITS SHALL BE PERFORMED BY A REPRESENTATIVE FROM THE ENGINEER IN ACCORDANCE WITH THE CONTRACT AS NEEDED TO OBSERVE THE CONSTRUCTION OF CRITICAL BUILDING ELEMENTS (I.E.. SHEAR WALLS, MOMENT FRAMES. DRAG STRUTS AND THEIR CONNECTIONS, COLLECTORS, AND ROOF AND FLOOR DIAPHRAGMS). STRUCTURAL OBSERVATION REPORTS FOR EACH VISIT SHALL BE SENT DIRECTLY TO THE ARCHITECT FOR DISTRIBUTION TO THE CONTRACTOR AND BUILDING OFFICIAL. STRUCTURAL OBSERVATION VISITS SHALL NEITHER BE CONSTRUED AS SPECIAL INSPECTION NOR APPROVAL OF COMPLETED CONSTRUCTION. 5. IN ACCORDANCE WITH IBC SECTION 1705.3, THE CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO CONSTRUCTION OF ANY SEISMIC /WIND - FORCE- RESISTING SYSTEM, DESIGNATED SEISMIC /WIND SYSTEM, OR COMPONENT IDENTIFIED IN THIS QUALITY ASSURANCE PLAN AND AS NOTED ON THE PLANS WITH A CIRCLE "t.". STRUCTURAL SHEET INDEX SHEET N0. SHEET TITLE 5001 STRUCTURAL NOTES 5101 FOOTING & FOUNDATION PLAN 5102 SECOND FLOOR FRAMING PLAN S103 MECH FLOOR FRAMING PLAN 5104 ROOF FRAMING PLAN S201 TRUSS PROFILES 5202 TRUSS PROFILES 5401 STORAGE BUILDING AND DETAILS AND ENLARGED BUILDING PLANS S402 ENGLARGED BUILDING PLANS AND DETAILS S501 TYPICAL DETAILS 5502 TYPICAL DETAILS 5503 FOOTING & FOUNDATION DETAILS 5504 NOT USED S505 FLOOR FRAMING DETAILS S506 FLOOR FRAMING DETAILS S507 ROOF FRAMING DETAILS 5508 ROOF FRAMING DETAILS 5509 NOT USED 5601 SCHEDULES S602 SCHEDULES Structural Consultants 1594 W Park Grrh Ogkn, UT 84404 801.782.6008 - FU 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY & ASSOCIATES. Stamps: )p /3 Ote 9 \ ONAL 4�® p\4 T&, Mp O Q •O sr ¢ 7W m a AF rrT L.W H\ � `■ L W W LU f F_ Z to U �° W ~0 Y �O Q { 4 7 O f 3 in Q 7) gX 0 o j W M � z W O Z O Lu it g ° z W W & Q g � , )ect Number: Plan Series: 8WARD - -0 1 595 -9995 be Sheet Title: STRUCTURAL NOTES Sheet: S001 Architect I Engineer. Architect i Engineer. o `^ ¢S m cc rz a� ti e� s� c O to Q� Structural Consultants 1594 W Park Circle Ogdm U184404 801.782.6008 - Fan 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY 8 ASSOCIATES. Stamps: 9 bL \9 Of ® 4 F \A L.WN� LL W W w Z W o U FI ui 0 Y uj° Q >� F- a c� to g -C Q� X 0 o Er W 0 M � O W Z rn W I i W { < o � O Project Number: Plan Series: SWARD -05-01 -- - Property Numf>ar: NOTES: Sheet Tltle: 1. RECESS FOUN ATI N WALL 6 AT DOORWAYS AND DEPRESS FLOOR SLAB 2" FOR WOOD FLOOR SYSTEM. PT CANTILEVERED RETAINING WALLS 12. NO PIPES DUCTS SLEEVES ETC. SHALL BE PLACED IN Q NOT " D 0 L 5 9 ALL WALLS (EXCE C LE ) O 20. SLAB ON D LL 4" THICK U.N.O. SLAB SHALL BE FOOTING AND POUR SLAB THRU OPENING. EXTEND FLOOR SLAB SEE P/S502. SHALL BE ADEQUATELY BRACED AGAINST LATERAL MOVE- STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED UNDER IN FRE WING MATERIAL AS PRESCRIBED REINFORCING INTO OPENING. INSTALL BOND BREAKER MENT PRIOR TO BACKFILLING. DESIGN AND ERECTION OF OR APPROVED BY STRUCTURAL ENGINEER. NO ALUMINUM AS REQUIRED BY THE ELEVATOR IN THE PEIIFICATIONS. FOUNDATION (15/( FELT) BETWEEN SLAB AND FOUNDATION. ADD SIDES 6. NO CONSTRUCTION OR CONTRACTION JOINTS SHALL BRACING /SHORING IS THE RESPONSIBILITY OF THE GENERAL PRODUCTS SHALL BE EMBEDDED IN CONCRETE. PENE- MANUFACTURER. �/ OF OPENING TO ENSURE THAT EXPANSION IS PROVIDED BE ALLOWED IN THE BUILDING FLOOR SLAB UNLESS CONTRACTOR. BRACING SHALL REMAIN IN PLACE UNTIL TRATIONS THRU STRUCTURAL CONCRETE ELEMENTS MUST 21. SEE DETAIL H 03 ISSiR WALL TYPES *CORNERS WHERE PLAN TO PREVENT BONDING. SEE C /S503. APPROVED BY THE ARCHITECT. SEE A /S501 WHEN APPROVED. SUPPORTING STRUCTURAL ELEMENTS ARE IN PLACE AND BE APPROVED BY THE ENGINEER AND SHALL BE BUILT 17, PROVIDE DOWELS IN FOOTINGS /FOUNDATIONS TO MATCH WALL TYPE IS NOT LISTED. HAVE ATTAINED FULL STRENGTH. INTO THE ELEMENT PRIOR TO CONCRETE PLACEMENT. VERTICAL WALL REINFORCING. DOWELS MUST BE TIED AND 5 S FO L CE ET 2. DEPRESS FLOOR SLAB 2" FOR TILE, SEE P /S502 FOR 7. SOIL PREPARATION UNDER FOOTING AND SLAB -ON -GRADE SEE DETAILS B /S501, C /S501 AND F /S501. HELD IN PLACE WHILE CONCRETE MUD PLACED. j�j'"' DETAIL AT STEP IN SLAB. SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. 10, UNLESS NOTED OTHERWISE, ALL FOOTINGS AT COLUMNS TO 18. SEE SHEET 5602 FOR FOOTING SCHEDULE. 3 , SEE DETAIL M/S501 FOR JAMB INFORMATIO BE CENTERED BELOW COLUMNS. 13, REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, 2 3, THICKEN SLAB TO V -3" x 2' -6" SQUARE AT VOLLEY- 8. TOP OF FOOTING ELEVATIONS SHOWN ON THE FOOTING GROOVES, ORNAMENTS, ETC. TO BE CAST IN TO CONCRETE, 19. COORDINATE ALL FOOTING DEPTH ( INTERIOR AND EXTERIOR) BALL LVV� SLEEVE. SEE ARCH_ DETAILS. AND FOUNDATION PLAN ARE BASED ON PRELIMINARY 11. UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL HAVE AND FOR EXTENT AND LOCATION OF DEPRESSIONS, CURBS, WITH DRAINS, CONDUITS. ETC. THAT MAY INTERFERE WITH GRADING INFORMATION AND MUST BE VERIFIED PRIOR TO VERTICAL FACES FORMED WITH STANDARD FORMING RA E FOOTINGS. Q 4 REINFORCE 8" FOUNDATION WALL W/ p5 ® 18" O.C. 1 CONSTRUCTION. STEPS WHERE SHOWN ARE AT APPROXIMATE MATERIALS (WOOD, METAL, ETC.). WITH PRIOR APPROVAL VERTICAL BARS AND y5 ® 12" O.C. HORIZONTAL BARS < LOCATIONS. ALL EXTERIOR FOOTINGS MUST BEAR A MINIMUM OF ARCHITECT AND ENGINEER, CONCRETE FOR FOOTINGS 14. UNLESS OTHERWISE NOTED, FOR OPENINGS LARGER THAN Sheet* `NL` S KNOT) D OTHERWISE. ERW�IS � OF 36 INCHES BELOW LOWEST ADJACENT FINAL GRADE. CAN BE PLACED IN EXCAVATED "SOIL" FORMS PROVIDED 12" IN ANY DIRECTION IN CONCRETE WALL ADD (2) /05 J THAT THE DIMENSIONS ARE INCREASED 3" ON EACH SIDE. BARS ALL SIDES IN ADDITION TO REGULAR WALL REIN- C FORCING AND EXTEND BARS 24" EACH WAY BEYOND OPENING. V 1 0 1 WHERE 24" IS NOT AVAILABLE, EXTEND BARS AS FAR AS Q POSSIBLE AND TERMINATE WITH A STANDARD HOOK. 2 oA / - -' -- -- -.— - B - -_ —._ O O C.3 Architect I Espineer: a o �N ;y b � h Tm. C g F h N o o c O „ Structural Consultants 1594 W Park Orde Ogden, UT 84404 801.782.6008 - Fax 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY & ASSOCIATES. Stamp!: (d oNAl _t 0 NOTES: O 1. UNLESS OTHERWISE NOTED, ALL CONCRETE SLABS ON METAL DECK SHALL BE 6" TOTAL THICKNESS NORMAL WEIGHT CONCRETE, REINFORCED WITH W6 -6x6 WELDED WIRE FABRIC. REINFORCING STEEL SHALL BE CHAIRED TO 1" TOP COVER AT ALL BEAM LOCATIONS, EXCEPT WHERE SPECIFICALLY DETAILED, FIBER MESH MAY BE USED IN PLACE OF REINFORCEMENT IN SLABS ON DECK WHEN USED IN ACCORDANCE WITH AN APPROVED ICC RESEARCH REPORT. 2, AROUND OPENINGS IN SUSPENDED CONCRETE SLABS, ADD REINFORCING BARS EQUIVALENT TO BARS CUT BY OPENING WITH HALF ON EACH SIDE OF OPENING. BARS PARALLEL TO PRINCIPAL REINFORCING SHALL RUN FULL LENGTH OF SPAN. BARS PARALLEL TO TEMPERATURE REINFORCING SHALL RUN 24" BEYOND OPENING. 3. ALL OPENINGS GREATER THAN 6" IN ANY DIRECTION IN CONCRETE FLOOR SLAB ON METAL DECK SHALL BE FRAMED ON 4 SIDES WITH STEEL ANGLES OR BENT PLATE (SEE DETAILS Q /S501 AND B /S502) UNLESS OTHERWISE NOTED. 4, EVERY EFFORT SHALL BE MADE TO PROVIDE A LEVEL FINISHED FLOOR, WHEN PLACING CONCRETE, SCREEDS SHALL BE RE -SET AFTER INITIAL SCREEDING TO ACCOUNT FOR DEFLECTION DUE TO CONCRETE WEIGHT. 5. CONTROL JOINTS IN SUSPENDED CONCRETE SLABS AND CONCRETE SLABS ON DECK SHALL NOT BE USED UNLESS SPECIFICALLY APPROVED AND DETAILED BY THE ENGINEER_ 6. SEE TYPICAL DETAILS WHEN SLABS ARE MADE COMPOSITE WITH STEEL BEAMS. 7, ANY CONDUIT PLACED IN SLABS ON DECK SHALL BE SPACED NOT CLOSER THAN 18" O.C. CONDUIT LARGER THAN 3/4" DIAMETER SHALL BE PLACED IN DECK FLUTES, BUT MAY NOT BE PLACED IN FLUTES WITH REINFORCING STEEL OR HSA'S. NO CONDUIT LARGER THAN 1" IN DIAMETER SHALL BE PLACED IN SLABS ON DECK. 8. WHERE CONDUIT IS CLUSTERED TOGETHER TO RISE ABOVE SLAB OR PENETRATE SLAB, PENETRATION IN SLAB MUST BE SUPPORTED AS NOTED IN NOTE 3 ABOVE. 9. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING, BRACING, AND GUYING AS REQUIRED DURING ERECTION AND PLACEMENT OF SUSPENDED CONCRETE SLABS ON METAL DECK. 1D. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING: A.AISC "LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS ", WITH "COMMENTARY" AND "SUPPLEMENTS" AS REQUIRED BY BUILDING CODE. B. AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" EXCLUDING THE FOLLOWING SECTIONS: 3.4, 4.4, 4.41, AND 4.4.2. C. AISI "SPECIFICATIONS FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS ". D. RISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS ". E. AWS. "STRUCTURAL WELDING CODE" (EXCEPT SPECIFIC ITEMS DO NOT APPLY IF THEY CONFLICT WITH AISC). F. AISC "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" 11. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING: A.WIDE FLANGE SHAPES - ASTM A992 B. OTHER SHAPES AND PLATES - ASTM A -36 (UNO) C, TUBES (TS) AND HOLLOW STRUCTURAL SECTIONS (HSS) - ASTM A -500, GRADE B (FY = 46 KSI) D. PIPE COLUMNS - ASTM A -53, GRADE B TYPE E OR S E. DEFORMED BAR ANCHORS (DBA) - ASTM A -496, WELDED IN ACCORDANCE WITH AWS D11 F. HEADED STUD ANCHORS (HSA) - ASTM A -108, GRADE 1015 STEEL AND WELDED IN ACCORDANCE WITH AWS D1.1 FOR TYPE "B ". USE 3/4" DIAMETER STUDS, UNLESS OTHERWISE NOTED. G. THREADED ROD - ASTM A -449 12. CONNECTIONS SHALL COMPLY WITH THE STRUCTURAL DRAWINGS UNLESS WRITTEN APPROVAL TO CHANGE IS GIVEN BY THE STRUCTURAL ENGINEER. 13. ALL SHOP FABRICATIONS SHALL BE PERFORMED BY AN APPROVED FABRICATOR IN ACCORDANCE WITH SECTIONS 1702 AND 1704 OF THE IBC OR WITH SHOP INSPECTION BY AN INDEPENDENT AGENCY IN ACCORDANCE WITH SECTION 1704.2 OF THE IBC. 14. WELDING A. ALL WELDING AND CUTTING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS IN ACCORDANCE WITH ANSI /AWS D1.1 (LATEST EDITION). 8. USE E -70XX ELECTRODES UNLESS NOTED OTHERWISE. E -60XX MAY BE USED FOR WELDING STEEL DECKS. C. ALL INTERSECTING STEEL SHAPES WHICH ARE NOT CONNECTED WITH BOLTS SHALL BE WELDED TOGETHER WITH A FILLET WELD ALL AROUND UNLESS NOTED OTHERWISE_ WHERE WELD SIZES ARE NOT SHOWN USE THE FOLLOWING: 1) WHERE ALL CONNECTED PARTS ARE THICKER THAN 1/4 ", WELD IS 1/16" LESS THAN THE THICKNESS OF THE THINNEST PART. 2) WHERE ANY OF THE CONNECTED PARTS IS LESS THAN 1/4" THICK, WELD IS SAME AS THICKNESS OF THE THINNEST PART. D. WELDING OF HSA'S AND DBA'S SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. E. WHEREVER POSSIBLE, WELDS SHALL BE SHOP WELDS. SPECIAL CONSIDERATIONS, SUCH AS ITEMS WHICH MAY NEED ADJUSTMENT AT THE SITE, REQUIRE THAT SOME WELDS BE FIELD WELDS. WHERE QUESTIONS OR DISCREPANCIES OCCUR THE CONTRACTOR SHALL COORDINATE THE WORK BETWEEN THE SHOP FABRICATOR AND THE STEEL ERECTOR. 15. BOLTING &UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL TO STEEL CONNECTIONS SHALL USE HIGH STRENGTH BOLTS CONFORMING TO ASTM A -325. � J — O E.6 - - - U 10 11 83 SECOND FLOOR FRAMING PLAN B. UNLESS NOTED OTHERWISE ALL BOLTING IS CLASSIFIED AS E. PAINTED STEEL DECK SHALL CONFORM TO ASTM A445 AND NON -SLIP CRITICAL BEARING TYPE CONNECTIONS WITH THREADS GALVANIZED STEEL DECK SHALL CONFORM TO A525 GRADE G60. INCLUDED IN SHEAR PLANE. TIGHTEN BOLTS TO A SNUG TIGHT F. BUILDING ELEMENTS MAY BE SUPPORTED BY HANGING DIRECTLY CONDITION, WITH ALL PLIES OF THE JOINT IN FIRM CONTACT. FROM METAL DECKING, PROVIDED THAT THE TOTAL WEIGHT PER C. AT OVERSIZED AND SLOTTED HOLES. WASHERS SHALL CONFORM CONNECTION IS LESS THAN 50 LEIS AND THAT THE TO ASTM F -436 AND COMPLETELY COVER THE HOLE. ATTACHMENT TO THE DECKING IS DISTRIBUTED ACROSS AT D. WHERE A STEEL BEAM TO BEAM CONNECTION IS NOT SHOWN, LEAST TWO RIBS AND SPACED AT LEAST 6 FT. APART IN ANY PROVIDE AN AISC STANDARD FRAMED CONNECTION SIZED FOR DIRECTION. 112 OF THE TOTAL LOAD CAPACITY OF THE BEAM FOR THE 17, PROVIDE FULL DEPTH WEB STIFFENER PLATES AT EACH SIDE OF SPAN AND STEEL SPECIFIED. STEEL BEAMS AT ALL BEARING (EXCEPT SECONDARY FRAMING) 16. METAL DECKING POINTS. STIFFENER PLATES SHALL BE THICKNESS SHOWN A. UNLESS NOTED OTHERWISE, METAL FLOOR DECK SHALL BE 20 UNLESS OTHERWISE NOTED AND SHALL BE WELDED BOTH SIDES GAUGE PAINTED STEEL COMPOSITE, TYPE W3. UNLESS NOTED WITH FILLET WELDS ALL AROUND, OTHERWISE. ATTACH TO SUPPORTING STRUCTURE WITH 3/4" FLANGE WIDTH STIFFENER THICKNESS WELD THICKNESS DIAMETER WELDS AT 12" MAXIMUM SPACING. ATTACH SIDE < 8 1/4" 1/4" 3/16" SEAMS WITH BUTTON PUNCH OR SIDE SEAM SCREWS AT 12" 8 1/4" < BF < 12 1/2" 3/8" 1/4" MAXIMUM SPACING. AN H.S.A. FIELD- WELDED THROUGH THE 12 1/2" < BE < 18" 1/2" 5/16" DECK MAY SUBSTITUTE FOR A PUDDLE WELD. 18, FABRICATORS AND SUPPLIERS SHALL COORDINATE B. ALL DECK SHALL BE CONTINUOUS OVER 3- SPANS. WHERE NOT PAINT /FINISHES WITH REQUIREMENTS FOR DIRECT APPLIED POSSIBLE, THE DECK SUPPLIER /CONTRACTOR SHALL PROVIDE INSULATION, FIREPROOFING, ETC. AS NOTED IN THE PROJECT HEAVIER GAUGE DECK AS NEEDED TO PROVIDE THE EQUIVALENT SPECIFICATIONS. PERFORMANCE OF THE SPECIFIED DECK WITH 3 -SPAN 19. ( —) INDICATES SPACING OF 3/4 "0 x 4 1/2" LONG HSA ON CONTINUITY. TOP OF BEAMS. SEE H 5502. C. SEE TYPICAL DETAILS FOR SUPPORT OF DECK AT OPENINGS. D. PROVIDE L2 "X2 "X3/16" FOR DECK SUPPORT AT LOCATIONS 21. "CB" DESIGNATION INDICATES CASTELLATED BEAM. WHERE COLUMNS EXTEND THROUGH DECK. 2 L.W t A L W W r Lu Z to U W° Y �o a Q >o U) g5 X , M .r � W 00 O ky Lu z D w O m Z w z i z W p w i g � M O i � 01 Project Number: Plen Series: 8WARD -05-01 Property Number. 595 -9995 Sheet Title: SECOND FLOOR FRAMING PLAN Sheet S102 �� 2.4 2.5 13) (4) 4.$ (5) -- - --- - — - — - — ----- — - — - — --- ------- ........ B OPEN TO BELOW U, L - _j L rT __ —._ 4 8.3 � 10 11 I � � I rc 5505 - — - — - — - — --- -- — - — - t -- — - — - r17 r 0 0 m < "x Z �j 1-� TIP 5505 6505 < TYP ............ __J L - - - - - - - - - -- OPEN II TO BELOW L i T - !L ----------------- - A3 I ct rT I --------- - 7� 11 '�S!50 Sim. rD 08 W14x30 21x57 OP 'S.") W 1 6 40 - - - Wi ...... - jMASOttRj WALL AS VE F 505 upp. - , a I I LF� I----- ____ __ � I SIMI T, -MA RY I Wi (I WIO.12 (12) -71 E30VE WA M C OPEN TO Wi (12 WlOxI2 (12)�� S BELOW-____ INI Ox ( n \ 3; N - ----- wlOxl2 (I I C I 1 N 5505 MASONRY WlI (12) WA LSCN ABOVE 'in I 'Wl C.'2 W21.57 - -Wt 4x3O S505 11 1 TYP _e� W Ox12 12 --- ---------- TYP. Wl Oxl 2 If N 2 A TO H BELOW 11 SEE ARCHITECT DRAWINGS Wl Oxl 2 (12) FOR STAIR INFORMATION 01 — G _ _ _ JI - _._.__ 7 - - 507 508 T A2 ��W21,,57 506 1 oPP _. -__ - ._.._ -- J, mi M qj D L OPEN 5508 S507 Q. OPP. TO BELOW v 5508 4:1- > 0 r x OPEN To HOIST BEAM I BELOW z m 01 — G _ _ _ JI - _._.__ 7 - - ��W21,,57 506 1 oPP _. -__ - ._.._ -- J, mi M T D 5508 S507 Q. OPP. W, Ox x HOIST BEAM m S505 P p Typ I - (8.3 KU SEE FLOOR FRAMING NOTES ON 5102. MECH. FLOOR FRAMING PLAN 1/8 - l . -O ., Architect I Engineer: sv o cri �7 O in Structural C onsultants 1594 W Pi 01 Ogden, 1 84404 801 .782.6008 - 1 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY ASSOCIATES. t, 0 %*T& 0 0 M4 1 W F_ LU uj Z U L L w 1 20 Y m m < : -�j 8 < W z 0 uj : Lil 1 z a Lu� a to SIR, PWsd Number: - PUNI 8WARD-05-01 P 5n= 5 'n_-_ - — Sheet Title, I MECH FLOOR FRAMING PLAN Sheet: 5103 1 Architect Engineer: (Z 1 2.4 2.5 (3) � 4.8 � O � � 8.3 9 10 11 �m %P o - --- - - - - -- TIP_ E S507 -7- _. - _. I I I '. � I 5507 2 (2) 26 Tw- `7 (2) 2�6 6 OUR ERS 0 24" A 1 1 1�7 4 (2) 2�6 2x6 qUTLqOKERS 24 I x13 ' OU 24' O.C. (2) 26 - 2 TRUSSES SEE NOTE 4 MB-2 (2) T-2 TRUSSES -SEE NOTE 4 (2) 2x6 Q 5507 a, C7 &507 Q I 550 T i 508 07 ABV T 125 9" . V P117 K S S50 A 5 H 07 % T0 _ 50 5 07 ® 5507 Q ABV 7_ 2) T-I TRUSSES - A O T rR SEE NOTE 4 BLW lip ----- - c , 1 125' Structural ConsultantS 1594WNkCi e0gder,Ul F 11 BLW -8' r'j -- I ,.7,2,600,. , 801.782.4656 50 T DATED ORIGINAL SIGNED ABV BYB ENTWHITEONFILE 50 B AT N ASS OCIATES. ELSON BODILY =L (2) 24 1 W14 x 30 1 1 I l OCIATES. x 30 A A 8 5507 S.508 S507TYP � 24 SSOB 7 St 2) 145 O"AL SEE 5103 SEE S103 SEE S103 SEE S103 e :e — ,SEE S103 - 6 T , 4. D f:5 7=4 E OVERBUILD SEE B/S402 W, 8 55 (BRICK SUPPORT) WA OVERBUILD DOUBLE FR 560 16" TJI 560 10 EXTEND BEAM E E SEE A/S402 CON NECTION FOR CTION S E W12 x 26 it 50 ' L C N 25 5507 50 6R77 -1 TRUSSES 0 EACH 14- J M TYP -CS16 STRAP 20'-G' 50 (2) T SIDE OF CATWALK 7 \ ls�6 S507 HSS 4 4 x 5/16 -- SEE S/5507 C' 5 s � -:: I I �_ i 'J -1,11 � y ;L8 "2 X 8 0 5 1/8 19 1/2 G B LLI W1 x2 W T- -4, vj­ w 0 1 1 ? 1 16' T 550 1 TRUSSES 0 EACH SIDE OF CATWALK 11 � 24�c 0 4*0.C, 4 S6 OV4 T-3 0 24". W 't C' W12 26 16" TJI 560 T F5 E XTEND BEAM 11T 0 WALL- 507 Ni SEE C 550 FOR 7 505 OVERBUILD w 5 SEE A/5402 C ONNECTION i - m 1 5506 CS4 STRAP x 42'-D" ON TOP OF W18 55 F u j TYP 2 6 ou���c wi 18 x 97 (STEEPLE SUPPORT) 1 25�4" O O'_ 10s� 5507 �� IT => OVERBUILD SE E � 3 ------ SEE SIOlI_ E S103 X UJI loo C V ABV 1 (2) 2X6 O L (2) 24 508 507 50 I - W14 W14 x 30 W z - --", 0 ABV T ABV 50 W L 7R Co IBLW Bm ABV 5507 l E' 5507 � _- R G 1 (2) 1-3/4 x 16 I-Vi So A I' 2 T-I TRUSSES - SEE NOTE 4 tt d_- Allij 1 2x80I6_. 5507 G 3 I iyp A2 -3/4 16 L 3 ADD DC 0 ST1' NVEI T O R I U S S A E R S TITION TOS, 'f DOOR -SEE ARCH. FOR U 5402 LOCATION 5507 QT68 (2) T-2 TRUSSES SEE NOTE 4 (2) 2x6 MB _q .8-2 2 .6 12.6 OUROOKi 2A - 1 T1 I -� (9 UT 2x6 0 i 91 24 Z � 9XIS 12\ 0 -T F 507 5507 uj - - - - - - - - - - - - - : U TYR t Lu i Z! 0 01 803 C3 � 9 10 11 = Ni N Plan Series: BWARD-05-01 ROOF NOTES 595-99 Pro perty Shel Til o 1 AT ALL OVERBUILD LOCATIONS, ROOF SHEATHING SHALL BE COMPLETE BELOW 5. FOR ROOF SHEATHING AND NAILING REQUIREMENTS, SEE ROOF ROOF FRAMING OVERBUILDS PRIOR TO OVERBUILDS CONST SCHEDULE ON SHEET 5601. rn 6. HORIZONTAL TIE STRAPS ARE SHOWN WITH AN (H). ALWAYS CENTER PLAN 2 PROVIDE SOLID 2 (NOMINAL) FULL DEPTH BLOCKING AT ENDS AND SUPPORT LOCATIONS STRAPS OVER BOTH CONNECTED MEMBERS. FOR ALL JOISTS AND RAFTERS, BLOCKING SHALL BE ATTACHED TO SUPPORT FRAMING 7. AT OVERBUILD /DORMER LOCATIONS, USE THE FOLLOWING JOISTS; WITH A MINIMUN OF (1) SIMPSON A35 FRAMING ANCHOR BETWEEN JOISTS UNLESS UP TO 6'-0" SPAN 2X6 0 24' O.0 ROOF FRAMING PLAN OTHERWISE NOTED. .-0 z i TO 10'-0" SPAN 2X8 0 24" O.C. O C 8. AT OVERBUILD/DORMER LOCATIONS, USE THE FOLLOWING AT 3, REMOVE TAILS OF TRUSSES FOR OVERHANG AS REQUIRED TO AVOID CONFLICT WITH HIPS/RI !3 ­.�V*��IQF,L�,�I�C-� HIPS /RI DGES: UP T g'-O" SPAN (2) 2X8 "P 6 ovmaERs_. (2) 2.6 I -T-rri IABV ,L 125-e ff T AT 1�� S�E ' T!�j� ' l ON ELEVAT SHEETS "' �tEIL ' U G' a TO 12'-D" SPAN (2) 2X10 9. ALL MANUFACTURED TRUSSES ARE TO BE DESIGNED FOR A 150 POUND < A2 :2 POINT LOAD APPLIED AT ANY LOCATION ALONG THE BOTTOM CHORD. 10. SEE E L E V ATION SHEETS FOR TRUSS LOADING PROFILE of Sheet S104 rn T Os (2) T-2 TRUSSES SEE NOTE 4 LOAD DIAGRAM LOAD C ASE q1 TOP CHOR 44 P.S.F_ L.L. + 10 P.S.F. D.L. LOAD CASE p2 TOP CHORD 36 P.S.F. L 6 � 13 P.S.F. L.L. 44 P,S.F. L.L. + 10 P ,S.F, D.L. 1 + 10 P. S.F, D.L. LOA CASE #1 AND #2 BOTTOM CHORD 0 P .S.F. L.L. + 1 5 P.S.FD_L 2 x 4 BRACE AS -A REQ'D BY TRUSS FABRICATOR W/ 2 x 4 DIAGONAL BRACE o 70'- O "o.c. TRUSS WEB - 2 x 4 MIN. BRACE AS REO'D BY TRUSS FABRICATOR - CL_'�� BOTTOM CHORD 2 x 6 MIN. T -1 TRUSS PROFILE 1/2" = 1' -0" i I 9 RAM LOA CASE #1 TOP CH A LOAD CA #1 TOP CH ORD F— - 44 P.S -F. L. + 10 P. & F_ T -4 TRUSS PROFILE 1/4" s V -0" TRUSS NOTES: SEE T —I TRUSS PROFILE NOTES. 1. ADD 200LB, POINT LOAD ON BOTTOM CHORD FOR FOLDING PARTITION DOOR — SEE PLAN FOR LOCATION j AND DETAIL P/5508. AT DOOR STACKING END ADD (2) DOUBLE TRUSSES TO SUPPORT STACK. �. 2. SEE PLAN FOR ALTERNATE BEARING LOCATION NEAR GRID D AND E_ \ 44 P.S.F. L.L. + 10 P.S.F, D.L. LOAD CASE p2 TOP CHORD � S_ P 51 .S.F. L.L R 44 P.S.F. L.L. + 10 P.S.F. D.L. + 1D P.S.F. D.L. 7' -0" LOAD CASE #1 AND #2 BOTTOM CHORD 0 P. L.L, + 1 P.S .F. D.L. —___ _ —_� T -2 TRUSS PROFILE 1/2" - i' -0" 5 9 I w `O o� �N p k a N k 0 'L a im GN b Qh s � 4 Structural Consultants 1594 W Park Grde OgdM, UT 84404 801 .78Z(5008 - Fax 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY 8 ASSOCIATES, Stamps: )b 06 $epNAL fN �4Y 6 ef Tt O a 7184 ■ a a _ Aq f f OP eot eq7 L.401 W W F_ lY z U) W o U W� w Y Wo a CO K � x m x 00 0 Uj j W M D lY W O z 0 IX, LU LU w0 C7 ¢, R I o ! Pro ect Number: Plan Series: BWARD - 01 Property Number: 595 -9995 Sheet Title: TRUSS PROFILES Sheet: S201 TOP CHORD 2 x 6 MIN. TRUSS NOTES: 1. SEE LOAD DIAGRAM FOR TOP CHORD AND BOTTOM CHORD LOADINGS, 2. SEE DIVISION O6 (TRUSSED RAFTERS) OF SPECIFICATIONS INSTRUCTIONS TO TRUSS FABRICATOR AND STRESS GRADE LUMBER TO BE USED. 3. TRUSS FRABICATOR TO COORDINATE WEB LOCATIONS WITH MECHANICAL DRAWINGS TO PROVIDE ADEQUATE SPACE FOR DUCTS. WEB LAYOUT MAY BE DIFFERENT FROM WHAT IS SHOWN ON PROFILES INCLUDED IN DRAWINGS. 4. ALL WOOD TRUSSED RAFTERS SHALL BE FABRICATED IN COMPLIANCE WITH THE RESEARCH COMMITTEE RECOMMENDATIONS OF THE ICBO FOR THE CONNECTOR PLATES USED. SUBMIT DESIGN CALCULATION WITH ENGINEERS SEAL FOR REVIEW WITH SHOP DRAWINGS. PROVIDE CALCULATIONS AND DETAILS FOR ALL TRUSS CONNECTIONS INCLUDING CONNECTIONHARDWARE. 5. INSTALLATION OF ALL METAL PLATE CONNECTED WOOD TRUSSES SHALL COMPLY WITH THE FOLLOWING STANDARDS: A. ANSI /TPI 1 DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES." B. TPI HIB - COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES." C. TPI DSB 'RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 6. AT DOUBLED TRUSSES SUPPORTING OUTLOOKERS: ADD 20 7. ALL TRUSSES TO BE DESIGNED FOR 15 psf NET UPLIFT. Architect I Engineer: LOAD CASE #1 AND #2 BOTTOM CHORD TRUSS NOTES: -� 0 P.S.F. L.L. + 15 P.S.F. D.L. O SEE 7-1 PROFILE NOTES �--- - - - - -- - - - - - --� D E LOAD DIAGRAM LOAD CASE #1 TOP CHORD 44 P.S.F L.L. + 10 P.S.F. D-L. — LOAD CASE #2 TOP CHORD 28 P.S.F TRUSS NOTES: SEE T -I TRUSS PROFILE NOTES ON A /S201. Architect/ Engineer. m m m O p Q) k O o 0 a O Structural Consultants 1594 W Park Code Ogden, UT 84404 801.782.6008 - Pax 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY 8 ASSOCIATES. Stamps: 6 o"At ;L M4 )a D DIAGRAM LOAD C - T O C 44 P.S.F. LL + 10 P.S.F. D.L. LOAD CASE #2 - TOP OF CHORD if LOAD CASE #1 AND #2 ( F 0 P. S.F. L.L. + 10 P. D.L_� } I i 1 —.5 I KUS�) 1'KU1 ILt 1/2 = l' -0 1RUSS NOTES L TRUSS IS MULTIPLE PLY GIRDER TRUSS. FABRICATOR TO DETERMINE MOST ECONOMICAL NUMBER OF PLYS TO USE BASED ON LOADINGS. 2. SEE T -I TRUSS PROFILE NOTES 3. INSTALLATION OF ALL METAL- PLATE - CONNECTED WOOD TRUSSES SHALL COMPLY IMTH THE FOLLON1NG STANDARDS: A ANSI/1Pi 1 NATIONAL DESIGN STANDARD FOR METAL - PLATE- CONNECTED WOOD TRUSSES B. TPI HIB 'CDNNENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLING & BRACING METAL- PLATE - CONNECTED WOOD TRUSSES." C. TPI DSB 'RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL - PLATE - CONNECTED WOOD TRUSSES,' i'. i l /, — BOTTOM CHORD 2 x 6 MIN. 2 x 6 COVE FRAMING WHERE 2 x 6 COVE FRAMING WHERE REO'D - SEE ARCH. ATTACH REO'D - SEE ARCH. ATTACH TO BOTTOM CHORD OF TRUSS TO BOTTOM CHORD OF TRUSS SEE DETAIL G /S502 SEE DETAIL G /S502 — T -3B TRUSS PROFILE 1/2' = l' -0' e7 I _ I \ i W W F— UL! Z W ° U I U.1 a W Y °° Q ta; 0 �o 00 0 W O m Z O I i � I W! s J � IO I I KIZ W W, WI 01 C7 Q . ject Number: 8~15 05-01 Pmpgrty Nunber: 595-9995 Sheet Title: TRUSS PROFILES Stleet S2O2 28 P.S.F. 13 P.S.F. LL 44 P.S.F. L.L. + 10 P .S.F. D.L + 10 PS.E D.L. E #1 AND N �LOAD - TOP CHORD 4610 Ib. 9630 Ib. F � if LOAD CASE #1 AND #2 ( F 0 P. S.F. L.L. + 10 P. D.L_� } I i 1 —.5 I KUS�) 1'KU1 ILt 1/2 = l' -0 1RUSS NOTES L TRUSS IS MULTIPLE PLY GIRDER TRUSS. FABRICATOR TO DETERMINE MOST ECONOMICAL NUMBER OF PLYS TO USE BASED ON LOADINGS. 2. SEE T -I TRUSS PROFILE NOTES 3. INSTALLATION OF ALL METAL- PLATE - CONNECTED WOOD TRUSSES SHALL COMPLY IMTH THE FOLLON1NG STANDARDS: A ANSI/1Pi 1 NATIONAL DESIGN STANDARD FOR METAL - PLATE- CONNECTED WOOD TRUSSES B. TPI HIB 'CDNNENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLING & BRACING METAL- PLATE - CONNECTED WOOD TRUSSES." C. TPI DSB 'RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL - PLATE - CONNECTED WOOD TRUSSES,' i'. i l /, — BOTTOM CHORD 2 x 6 MIN. 2 x 6 COVE FRAMING WHERE 2 x 6 COVE FRAMING WHERE REO'D - SEE ARCH. ATTACH REO'D - SEE ARCH. ATTACH TO BOTTOM CHORD OF TRUSS TO BOTTOM CHORD OF TRUSS SEE DETAIL G /S502 SEE DETAIL G /S502 — T -3B TRUSS PROFILE 1/2' = l' -0' e7 I _ I \ i W W F— UL! Z W ° U I U.1 a W Y °° Q ta; 0 �o 00 0 W O m Z O I i � I W! s J � IO I I KIZ W W, WI 01 C7 Q . ject Number: 8~15 05-01 Pmpgrty Nunber: 595-9995 Sheet Title: TRUSS PROFILES Stleet S2O2 A DE TAIL ___ 8" ATLAS BRICK WALL W/ ,y5 0 24° ox. VE AND (2) /4 0 48 ° o.c HORIZONTAL BARS @DETAIL D 1' = is -0 ROOF SHEATHING AND B.N. 12"­ )F JOIST -SEE PLAN W LUS26 HANGER i JOIST TYPICAL GER W/ 5/8 EPDXY BOLTS 0 32' o.c. W/ 5' MIN EMBEDMENT INTO GROUTED CELLS ROOF SHEATHING - SEE 8 /S401 FOR INFO B.N.-. —8" ATLAS BRICK WALL -SEE B /S401 FOR INFO 2x6 LEDGER W/ 5/8 °0 EPDXY BOLTS 0 32 o.c. W/ 57 MIN EMBEDMENT INTO GROUTED CELLS - -- DETAIL 11 - --ATLAS BRICK g5 VERT REINF '- -/5 DOWEL IN EACH CELL EXTEND ��— 0 24 o.c- 7YP 0 DOWEL TO MATCH PERT. / —(2) #4 HORIZ REINF MASONRY WALL & COL REINF. -� /� 0 48"0-1, TYP _ INTO FOUNDATION WALL 24" MIN / -- CONCRETE SLAB SEE ARCH. FOR REVEAL WHERE REO - - -_ ° z - T --- REINF. WALL W/ 15 0 18'0.a VERTICAL BARS AND /5 0 12 HORIZONTAL BARS z 8" FOUNDATION WALL -- '- -- ( °- - SEE FOOTING SCHED. FOR SIZE AND REINF. _ - FRONT OF CHAPEL RS TOP r % HORI BOTTOM A DE TAIL ___ 8" ATLAS BRICK WALL W/ ,y5 0 24° ox. VE AND (2) /4 0 48 ° o.c HORIZONTAL BARS @DETAIL D 1' = is -0 ROOF SHEATHING AND B.N. 12"­ )F JOIST -SEE PLAN W LUS26 HANGER i JOIST TYPICAL GER W/ 5/8 EPDXY BOLTS 0 32' o.c. W/ 5' MIN EMBEDMENT INTO GROUTED CELLS ROOF SHEATHING - SEE 8 /S401 FOR INFO B.N.-. —8" ATLAS BRICK WALL -SEE B /S401 FOR INFO 2x6 LEDGER W/ 5/8 °0 EPDXY BOLTS 0 32 o.c. W/ 57 MIN EMBEDMENT INTO GROUTED CELLS - -- DETAIL 3 1 8 LEDGI R 2 x 6 JOISTS 0 24'ac. � 3 x 8 L EDG i L._ CHILLER LAYOUT & STORAGE ROOF FRAMING PLAN 1/4" - 1' -0" 8' ATLAS BRICK WALL - TYPICAL — i I i ; _ __ i I i i i i CHILLER ENCLOSURE & STORAGE FOOTING & FOUNDATION PLAN 1/4' = 1'-0" Architect! Engineer: �m o� N } p k � N y � k m °Cj Q o � fi O �c Structural Consultants 1594 W Park Circle Ogkn. UT 84404 801.782.6008 - Fax 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY & ASSOCIATES. Stamps: � _ .014 A 4 s y �Q��V �4_ W W z (n U LIJOt w ~� Y �Q W a 7a h a Fa L u w D w m O Pro a ject Number: Plan Selves: 8WARD - 05 - 01 P rty Number: 595-9995 Sheet Title: STORAGE BUILDING AND DETAILS AND ENLARGED BUILDING PLANS Sheet: S401 IA 11 '- -/5 DOWEL IN EACH CELL EXTEND _ INTO FOUNDATION WALL 24" MIN ,Q5 DOWEL IN EACH CELL ENTEND INTO FOUNDATION - i --(2) WYTHE ATLAS BRICK WALL 0 WALL 24" MIN, - --- � _ - FRONT OF CHAPEL r q i � (2) WYTHE ATLAS BRICK _= WALL 0 FRONT OF CHAPEL _ REINFORCE ATLAS WALL W/ THE FOLLOWING ! - VERT BARS p5 0 8" ac_ HORIZ BARS (2) #4 0 48' o.c. ADD DUR -O -WALL LADDER TYPE REINFORCING 0 16'ac. AT TWO - WYTHE WALLS. ' I i � - t i i ( i \ \ ' -FORM FOUNDATION WALL TO �� MATCH THICKNESS _ —FORM FOUNDATION WALL TO MATCH ATLAS - ATLAS WALL �_ WALL THICKNESS: — REINFORCE. ATLAS WALL W/ THE FOLLOWNG VERT BARS g5 0 B' o.c. - �•� i HORIZ BARS (2) /4 0 48'ac. ADD DUR -O -WALL LADDER TYPE REINFORCING 0 16 ° o.c. AT TWO - WYTHE WALLS - - FOUNDATION WALL THICKNESS TO MATCH (2) WYTHE ATLAS WALL — FOUNDATION WALL THICKNESS TO MATCH / THICKNESS - -_ (2) WYTHE ATLAS WALL THICKNESS I - ----------------- MAIN BUILDING - PARTIAL FOOTING PLAN MAIN BUILDING - PARTIAL FOOTING PLAN D E D D 3 1 8 LEDGI R 2 x 6 JOISTS 0 24'ac. � 3 x 8 L EDG i L._ CHILLER LAYOUT & STORAGE ROOF FRAMING PLAN 1/4" - 1' -0" 8' ATLAS BRICK WALL - TYPICAL — i I i ; _ __ i I i i i i CHILLER ENCLOSURE & STORAGE FOOTING & FOUNDATION PLAN 1/4' = 1'-0" Architect! Engineer: �m o� N } p k � N y � k m °Cj Q o � fi O �c Structural Consultants 1594 W Park Circle Ogkn. UT 84404 801.782.6008 - Fax 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY & ASSOCIATES. Stamps: � _ .014 A 4 s y �Q��V �4_ W W z (n U LIJOt w ~� Y �Q W a 7a h a Fa L u w D w m O Pro a ject Number: Plan Selves: 8WARD - 05 - 01 P rty Number: 595-9995 Sheet Title: STORAGE BUILDING AND DETAILS AND ENLARGED BUILDING PLANS Sheet: S401 IA POUR #1 -- DIAMOND -- BLOCKOUT 0 COLUMNS POUR #'2 POUR p3 51EEVE (Stt� I�E '(-- DIAMETER ZrI PIPING /CONDUIT THRU SLAB OR WALL MAX 'D' = T/3 OR 2 ", WHICHEVER IS SMALLER - - -- is NOTE: WHERE CLEAR DISTANCE BETWEEN SLEEVES IS IMPOSSIBLE. THIS AREA SHALL BE TREATED AS AN OPENING PER 'REINFORCING AT STRUCTURAL CONCRETE SLAB OPENINGS. SEE TYPICAL DETAIL. PIPING /CONDUIT IN SLAB OR WALL f: nTYPICAL CONCRETE SLAB CONSTRUCTION JOINTS �h N. T. S. B DETAIL NOTE REQUIRED LAP * L,VICINLM SEE REBAR LAP SCHEDULE TYPICAL FOUNDATION WALL REINF. VERTICAL BARS NOT SHOWN NOT SHOWN FOR CLARITY DETAIL IS SIMILAR ®SINGLE CURTAIN OF REINF. JAMB 6 -1 2 4. vi 2' -0 TO 8 0 _PIPE TO CLEAR -� SLEEVE BY 1 NON- SHRINK GROUT ALL AROUND C NOTES: VERIFY THICKNESS - I �I r ° VERT. REINFORCING SHALL HAVE 4. SEE PLAN FOR SPECIFIC JAMBS TOP OF FOUNDATION -- - - -- - ON SHEAR WALLS. USE JAMB B - j NOTE: i ( FOR OPENINGS LARGER THAN 12" 12' 12" IN ANY DIRECTION - SEE -� --- - - - - >r --- -- - - ---- STRUCTURAL NOTE E -6. HEADED ANCHOR NOTE: i THREADED ROD 1. DETAIL IS SIMILAR AT MASONRY FOUNDATION a� WALLS SHOWN -SEE PLAN FOR SIZE AND 2. SEE TYPICAL DETAIL FOR MULTIPLE WALL TYP. AT INTERSECTIONS -� PENETRATIONS PIPE CROSSING FOOTING f FOUNDATION WALL SNOT USED L- N.T.S. A. - - -- MAT ALTERNATE BENDS, TYP. INTERSECTION 1. REQUIRED LAP * L,VICINLM SEE REBAR LAP SCHEDULE 2. VERTICAL BARS NOT SHOWN 3. DETAIL IS SIMILAR ®SINGLE CURTAIN OF REINF. JAMB 6 -1 2 4. THIS DETAIL IS APPLI 2' -0 TO 8 0 B -� AT PARAPET - -� CABLE AT ALL FOOTINGS AND FOUNDATION WALLS _REQUIRED LAP x SINGLE MAT CONC. FLOOR SLAB -- . - -- NOTE: THICKENING OF SLAB NOT RED REATER RED FOR SLABS WITH T - 6" T =SLAB THICKNESS G OR (OPTION 1) CONSTRUCTION JOINT SCALE NONE hi INTERSECTION ©H DETAIL 4' CORNER M DETAIL z n - OPEN ENDED BRICK REQUIRED LAP ' -BREAK SHELL FOR FLOW OF GROUT, TYP. \`- -- BREAK SHELL FOR FLOW OF GROUT, TYP. OPEN ENDED BRICK DOUBLE MAT INTERSECTION NOTES CORNER 1. REQUIRED LAP SEE REBAR LAP SCHEDULE 2. VERTICAL BARS NOT SHOWN 1 DETAIL IS SIMILAR 0 SINGLE CURTAIN OF REINF. 4. THIS DETAIL IS APPLICABLE AT ALTERNATE MASONRY WALLS BENT, TYP. - -- i- -OPEN ENDED BRICK / RE UIRED _ LAP ' -BREAK SHELL FOR t FLOW OF GROUT, TYP. o � �` - -- BREAK SHELL FOR \- OPEN ENDED BRICK FLOW OF GROUT, TYP. SINGLE MAT INTERSECTION CORNER ,r.- u N.T.S. COLUMN a -- ANCHOR DIAMETER i i i MINIMUM EDGE DIST. E' 1' MIN. NUT THICKNESS OPENING SIZE JAMB 6 -1 2 ELEVATION STEP AS REQ'D 2' -0 TO 8 0 B -� AT PARAPET - -� NON- SHRINK GROUT 1 10" C NOTES: VERIFY THICKNESS - I �I r 1. ALL VERT. REINFORCING SHALL HAVE 4. SEE PLAN FOR SPECIFIC JAMBS TOP OF FOUNDATION MATCHING DOWELS CAST INTO ON SHEAR WALLS. USE JAMB B FOUNDATIONS, /PIER/FOOTING, - IF NOT SPECIFIED. 2. HORIZ. REINFORCING NOT SHOWN. GRADE - - - - - -- 3, JAMBS TO BE GROUTED SOLID. DOUBLE NUT HEADED ANCHOR (4) #5 i THREADED ROD a- a� JAMB B SHOWN -SEE PLAN FOR SIZE AND *- 9 4 - X - >-#2 TIES 0 8 "ac. TYP. AT INTERSECTIONS -� — 24" MIN --�- SPACING O O � y' ® 9 � X F _ L �_ lYP_ INTERSECTION JAMB C OPEN M DETAIL z n - OPEN ENDED BRICK REQUIRED LAP ' -BREAK SHELL FOR FLOW OF GROUT, TYP. \`- -- BREAK SHELL FOR FLOW OF GROUT, TYP. OPEN ENDED BRICK DOUBLE MAT INTERSECTION NOTES CORNER 1. REQUIRED LAP SEE REBAR LAP SCHEDULE 2. VERTICAL BARS NOT SHOWN 1 DETAIL IS SIMILAR 0 SINGLE CURTAIN OF REINF. 4. THIS DETAIL IS APPLICABLE AT ALTERNATE MASONRY WALLS BENT, TYP. - -- i- -OPEN ENDED BRICK / RE UIRED _ LAP ' -BREAK SHELL FOR t FLOW OF GROUT, TYP. o � �` - -- BREAK SHELL FOR \- OPEN ENDED BRICK FLOW OF GROUT, TYP. SINGLE MAT INTERSECTION CORNER ,r.- u N.T.S. COLUMN a -- ANCHOR DIAMETER i i i MINIMUM EDGE DIST. E' 1' MIN. NUT THICKNESS TO ROOF - - -� >E 6 -1 2 ELEVATION STEP AS REQ'D _ - - - _ -BASE I THICKNESS - - - -- SEE APPROPRIATE SCHED. OR DETAIL -� AT PARAPET - -� NON- SHRINK GROUT 1 10" 13 -1 4" EMBEDMENT LENGTH VERIFY THICKNESS - I �I r NOTES -1 SEE DETAILS FOR MIN, EMBEDMENT LENGTH TOP OF FOUNDATION � -r - Qa. BOLT HEADS /NUT THICKNESS /PIER/FOOTING, - MATCHING DOWELS CAST INTO FOUNDATIONS / FOOTINGS. 7 THREAD MIN. �37 MIN. CLEAR GRADE - - - - - -- 2. HORIZONTAL REINFORCEMENT NOT SHOWN DOUBLE NUT HEADED ANCHOR BOLTI i THREADED ROD �NDETAI L TV N.T.S. N.T.S. 0 i (I i ° 2 NO DIGGNG FOR PIPE TRENCH PARALLEL TO \ FOOTING WITHIN THIS BOUNDARY - -- PIPE PARALLEL TO FOOTING NOTES L USE OPEN -END UNITS AT INTERSECTIONS OF BEAMS AND JAMBS. 2. TYPICAL HORIZONTAL BOND BEAMS MAY BE ADJUSTED UP OR DOWN BY ONE COURSE PROVIDED THE OVERALL NUMBER OF REQUIRED BOND BEAMS ARE INSTALLED. 3. TYPICAL HORIZONTAL AND VERTICAL WALL REINFORCING NOT SHOWN FOR CLARITY, SEE PLAN AND SCHEDULE FOR TYPICAL WALL REINFORCING. 4 JAMB REINFORCING SHOWN IS SCHEMATIC SEE SCHEDULE & DETAILS FOR SEE ARCH. TOP OF NDATION FOOTING DETAIL V N.T.S. CAULK JOINT AT EXTERIOR -- (2) CELLSOF VERTICAL BARS �\ RAKE JOINT AT TO MATCH VERTICAL �� INTERIOR WALL REINF. EA SIDE OF JOINT COW. VERTICAL CONTROL JOINT STOP HORIZONTAL REINFORCING TYP. AT INTERMEDIATE JOINT REINF. AND BOND BEAMS INTERMEDIATE REINFORCING CAULK JOINT AT EXTERIOR I � � (2) CELLSOF VERTICAL BARS -_.Y ` RAKE JOINT AT TO MATCH VERTICAL INTERIOR WALL REINF. EA SIDE -CONT. VERTICAL OF JOINT CONTROL JOINT CONTINUOUS HORIZONTAL REINFORCING TYP. AT ROOF, FLOOR AND TOP OF WALL BOND BEAM REINFORCING nDETAIL t- N.T.S. ACTUAL JAMB REINF. F= USE THIS DETAIL FOR LARGER ;TYPICAL JAMB REINFORCING ELEVATION - - -- - - - - HE ES. REGTANGELAR�SQDARE. GROUTED CELLS -- \ ._ PLAN f ELEVATION SECTION ELEVATION SECTION CONCRETE ANCHOR DIAMETER JAMB STEEL TO EXTEND MINIMUM EDGE DIST. E' MINIMUM SPACING 'S' TO ROOF - - -� BOND BEAM REQ'D, 0 ROOF 6 -1 2 ELEVATION STEP AS REQ'D BOND BEAM TT-Ott-- MATCH SLOPING ROOF -� AT PARAPET - -� 1 1-5/8" 1 10" 13 -1 4" -�' ASSOCIATES. - I �I r NOTES SEE REBAR ' SCHEDULE � -r 1. ALL VERTICAL REINFORCING SHALL HAVE Stamps: MATCHING DOWELS CAST INTO FOUNDATIONS / FOOTINGS. 10 OL ANAL 4 M 2. HORIZONTAL REINFORCEMENT NOT SHOWN B (8) VERT. BARS MIN. SIZE TO MATCH VERT. FOR CLARITY 3. TYPICAL WALL. VERTICAL REINFORCING NOT 4v OV 9 a R 0 4 O m REINF. IN MASONRY. SHOWN -SEE PLAN FOR SIZE AND m 7634 TYP. AT INTERSECTIONS -� — 24" MIN --�- SPACING O O � y' ® 9 � X F _ L �_ lYP_ INTERSECTION OPEN 0 i (I i ° 2 NO DIGGNG FOR PIPE TRENCH PARALLEL TO \ FOOTING WITHIN THIS BOUNDARY - -- PIPE PARALLEL TO FOOTING NOTES L USE OPEN -END UNITS AT INTERSECTIONS OF BEAMS AND JAMBS. 2. TYPICAL HORIZONTAL BOND BEAMS MAY BE ADJUSTED UP OR DOWN BY ONE COURSE PROVIDED THE OVERALL NUMBER OF REQUIRED BOND BEAMS ARE INSTALLED. 3. TYPICAL HORIZONTAL AND VERTICAL WALL REINFORCING NOT SHOWN FOR CLARITY, SEE PLAN AND SCHEDULE FOR TYPICAL WALL REINFORCING. 4 JAMB REINFORCING SHOWN IS SCHEMATIC SEE SCHEDULE & DETAILS FOR SEE ARCH. TOP OF NDATION FOOTING DETAIL V N.T.S. CAULK JOINT AT EXTERIOR -- (2) CELLSOF VERTICAL BARS �\ RAKE JOINT AT TO MATCH VERTICAL �� INTERIOR WALL REINF. EA SIDE OF JOINT COW. VERTICAL CONTROL JOINT STOP HORIZONTAL REINFORCING TYP. AT INTERMEDIATE JOINT REINF. AND BOND BEAMS INTERMEDIATE REINFORCING CAULK JOINT AT EXTERIOR I � � (2) CELLSOF VERTICAL BARS -_.Y ` RAKE JOINT AT TO MATCH VERTICAL INTERIOR WALL REINF. EA SIDE -CONT. VERTICAL OF JOINT CONTROL JOINT CONTINUOUS HORIZONTAL REINFORCING TYP. AT ROOF, FLOOR AND TOP OF WALL BOND BEAM REINFORCING nDETAIL t- N.T.S. ACTUAL JAMB REINF. F= USE THIS DETAIL FOR LARGER ;TYPICAL JAMB REINFORCING ELEVATION - - -- - - - - HE ES. REGTANGELAR�SQDARE. GROUTED CELLS -- \ ._ PLAN f ELEVATION SECTION ELEVATION SECTION CONCRETE ANCHOR DIAMETER MINIMUM MBEDMENT D' MINIMUM EDGE DIST. E' MINIMUM SPACING 'S' 1 2 4 -1 4 6 -1 2 1 2" 10° L4' 1 1-5/8" 1 10" 13 -1 4" NOTES: 1. THIS DETAIL IS ONLY FOR USE AS APPROVED — SEE STRUCTURAL NOTES 2. USE HILTI HIT HY150 ANCHORS PER CURRENT ICBO REPORT — SPECIAL INSPECTION IS REQUIRED. 3. THE PRE- DRILLED HOLES MUST BE CLEANED OUT AND BRUSHED ACCORDING TO THE ICBO REPORT. FOLLOW THE INSTALLATION PROCEDURE OF THE ICBO REPORT. 4, CONCRETE OR MASONRY THICKNESS MUST BE EQUAL TO OR GREATER THAN 1.5 TIMES THE ANCHOR EMBEDMENT LENGTH. 0 DETAIL _ N.T.S. � PRIOR TO CONCRETE POUR SMALL OPENINGS SHOULD BE BLOCKED OUT AND FLOOR DECK LEFT INTACT. HOLES LESS THAN 6' IN DIAMETER AND CUTTING NO MORE THAN i WEB NEED NO REINFORCING. AFTER THE CONCRETE HAS CURED, THE BLOCKOUT CAN BE REMOVED AND THE FLOOR DECK IN THE AREA Of THE HOLE REMOVED NOTES: 1. IF THE OPENING OR GROUP OF OPENINGS OCCURS IN ONE DECKING UNIT THE OPENING OR OPENING GROUP MAY BE CUT PRIOR TO i� POURING OF CONCRETE. 2. IF, AS SHOWN, THE OPENING OR OPENING GROUP CUTS THROUGH THE TWO DECKING UNITS, THE DECKING SHALL NOT BE CUT UNTIL THE CONCRETE HAS BEEN PLACED AND CURED. 3. WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP - - -- EXCEEDS 24 °, PROVIDE WSAO HEADER BEAMS BELOW THE DECK AT ALL SIDES, SEE DETAILS G /S505 SUPPORT BELOW - -� ; - " -- "_- - - -- - -- - i 't -- AND C /S502 -------- ._ .... - ..i._ ------ J_TS 1 -1/2 x 3 x 1/8 (3 HORIZ) BELOW -- - -- - -- - - --_.. , - - -- \ DECK - - - -- - -- - --- ----------------- - -- WEBS OF STEEL FLOOR DECK \ - SUPPORT BELOW nTYPICAL REINFORCEMENT Q OPENINGS IN SUSPENDED CONCRETE SLAB @ N.T.S. I.L W W Lu Z m W °o o Y NS Q Q DID0 Of Z W Co O K i W O U Co z �� Lu K O 2 I Q I 0 o I Pro ect Number: Plan Sense: 8WARD - 0501 PropertyNumbe -- 595 9995 Sheet Title: TYPICAL DETAILS Sheet: S501 2x4 x CONT (REMOVE BE of SECOND PO i W EXPOSED F) CONC WALL CONSTRUCTION JOINT ROUGHEN 1/4 MIN AMPLITUDE PROVIDE CONT EDGE NOTCH FORMS I�LT ; PROVIDE 2x4 x CENT ON EACH FACE WHEN BOTH FACES ARE EXPOSED. REMOVE 2x4 AND TIGHTEN FORM TIE BEFORE PLACING SECOND POUR REINF CENT THIRD JOINT. (REBAR NOT SHOWN FOR CLARITY) r DETAIL _ CONCRETE OR CMU FOUNDATION WALL (1) /5 x24' ABOVE & BELOW SLEEVE IN FOUNDATION WALLS UTILITY TRENCHES BACK FILL & COMPACT PER GEOTECHNICAL REPORT I- -NO PIPES ALLOWED TO PASS THROUGH FTGS OR GRADE BEAMS 4 MIN. BOTTOM OF FDQTING THICKEN FOOTING WHERE PIPE IS LESS THAN 24' BELOW BOTTOM OF FOOTING SLOPE BOND BEAM WHERE OCCURS - SEE ARCH. -� DOWELS TO MATCH BOND BEAM REINFORCING. SEE SCHEDULE FOR LAP \� LENGTH \\ RENT. OVER RD SHALL BE THE ' AS A MASONRY OF EDUAL WIDTF MASONRY BEAM RECESS IN WALL (2) ,{4 HORIZON RECESS. EXTEN BEYOND EDGE 0 MASONRY WALL SECTION PLAN N THIS DETAIL IS APPLICABLE FOR RECESSES NOT EXCEEDING 48" x 48". @ DETAIL N.T.S. (6) VERT. BARS MIN. - SIZE TO MATCH VERT. REINFORCEMENT IN MASONRY TIP. AT CORNERS -� JAMB REINFORCING PER TYPICAL DETAIL FULL HEIGHT OF WALL EA. SIDE OF RECESS Architect I Engineer: o� am oh o Ted b ti C', N v 0z m C 0 o X 61 \ ANCHOR DIAMETER MINIMUM MINIMUM MINIMUM MBEDMENT EDGE DIST. SPACING 'D' E' S' 1 2 4 -1/4 4-1/4 8-112 1594 W Park 801.782.6008 -Fax 001 .7112.4656 801. 82.60 8 Je O0en, OF U4 1 3 4° 6-5 " 01 2' 13-1 4' NOTES: 1. THIS DETAIL IS ONLY FOR USE AS APPROVED — SEE STRUCTURAL NOTES 2. USE HILTI HIT HY150 ANCHORS PER CURRENT ICBO REPORT — SPECIAL INSPECTION IS REQUIRED. 3. THE PRE- DRILLED HOLES MUST BE CLEANED OUT AND BRUSHED ACCORDING TO THE ICBO REPORT. FOLLOW THE INSTALLATION PROCEDURE OF THE ICBO REPORT. 4, CONCRETE OR MASONRY THICKNESS MUST BE EQUAL TO OR GREATER THAN 1.5 TIMES THE ANCHOR EMBEDMENT LENGTH. 0 DETAIL _ N.T.S. � PRIOR TO CONCRETE POUR SMALL OPENINGS SHOULD BE BLOCKED OUT AND FLOOR DECK LEFT INTACT. HOLES LESS THAN 6' IN DIAMETER AND CUTTING NO MORE THAN i WEB NEED NO REINFORCING. AFTER THE CONCRETE HAS CURED, THE BLOCKOUT CAN BE REMOVED AND THE FLOOR DECK IN THE AREA Of THE HOLE REMOVED NOTES: 1. IF THE OPENING OR GROUP OF OPENINGS OCCURS IN ONE DECKING UNIT THE OPENING OR OPENING GROUP MAY BE CUT PRIOR TO i� POURING OF CONCRETE. 2. IF, AS SHOWN, THE OPENING OR OPENING GROUP CUTS THROUGH THE TWO DECKING UNITS, THE DECKING SHALL NOT BE CUT UNTIL THE CONCRETE HAS BEEN PLACED AND CURED. 3. WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP - - -- EXCEEDS 24 °, PROVIDE WSAO HEADER BEAMS BELOW THE DECK AT ALL SIDES, SEE DETAILS G /S505 SUPPORT BELOW - -� ; - " -- "_- - - -- - -- - i 't -- AND C /S502 -------- ._ .... - ..i._ ------ J_TS 1 -1/2 x 3 x 1/8 (3 HORIZ) BELOW -- - -- - -- - - --_.. , - - -- \ DECK - - - -- - -- - --- ----------------- - -- WEBS OF STEEL FLOOR DECK \ - SUPPORT BELOW nTYPICAL REINFORCEMENT Q OPENINGS IN SUSPENDED CONCRETE SLAB @ N.T.S. I.L W W Lu Z m W °o o Y NS Q Q DID0 Of Z W Co O K i W O U Co z �� Lu K O 2 I Q I 0 o I Pro ect Number: Plan Sense: 8WARD - 0501 PropertyNumbe -- 595 9995 Sheet Title: TYPICAL DETAILS Sheet: S501 2x4 x CONT (REMOVE BE of SECOND PO i W EXPOSED F) CONC WALL CONSTRUCTION JOINT ROUGHEN 1/4 MIN AMPLITUDE PROVIDE CONT EDGE NOTCH FORMS I�LT ; PROVIDE 2x4 x CENT ON EACH FACE WHEN BOTH FACES ARE EXPOSED. REMOVE 2x4 AND TIGHTEN FORM TIE BEFORE PLACING SECOND POUR REINF CENT THIRD JOINT. (REBAR NOT SHOWN FOR CLARITY) r DETAIL _ CONCRETE OR CMU FOUNDATION WALL (1) /5 x24' ABOVE & BELOW SLEEVE IN FOUNDATION WALLS UTILITY TRENCHES BACK FILL & COMPACT PER GEOTECHNICAL REPORT I- -NO PIPES ALLOWED TO PASS THROUGH FTGS OR GRADE BEAMS 4 MIN. BOTTOM OF FDQTING THICKEN FOOTING WHERE PIPE IS LESS THAN 24' BELOW BOTTOM OF FOOTING SLOPE BOND BEAM WHERE OCCURS - SEE ARCH. -� DOWELS TO MATCH BOND BEAM REINFORCING. SEE SCHEDULE FOR LAP \� LENGTH \\ RENT. OVER RD SHALL BE THE ' AS A MASONRY OF EDUAL WIDTF MASONRY BEAM RECESS IN WALL (2) ,{4 HORIZON RECESS. EXTEN BEYOND EDGE 0 MASONRY WALL SECTION PLAN N THIS DETAIL IS APPLICABLE FOR RECESSES NOT EXCEEDING 48" x 48". @ DETAIL N.T.S. (6) VERT. BARS MIN. - SIZE TO MATCH VERT. REINFORCEMENT IN MASONRY TIP. AT CORNERS -� JAMB REINFORCING PER TYPICAL DETAIL FULL HEIGHT OF WALL EA. SIDE OF RECESS Architect I Engineer: o� am oh o Ted b ti C', N v 0z m C 0 o X 61 \ Structural Consultants • � ❑ 1594 W Park 801.782.6008 -Fax 001 .7112.4656 801. 82.60 8 Je O0en, OF U4 DATED OR SIGNED BY BRENT WHITE ON FILE CORNER AT NIELSON BODILY & �.,. ASSOCIATES. NOTES 1. ALL VERTICAL REINFORCING SHALL HAVE Stamps: MATCHING DOWELS CAST INTO FOUNDATIONS / FOOTINGS. 10 OL ANAL 4 M 2. HORIZONTAL REINFORCEMENT NOT SHOWN B (8) VERT. BARS MIN. SIZE TO MATCH VERT. FOR CLARITY 3. TYPICAL WALL. VERTICAL REINFORCING NOT 4v OV 9 a R 0 4 O m REINF. IN MASONRY. SHOWN -SEE PLAN FOR SIZE AND m 7634 TYP. AT INTERSECTIONS -� SPACING O O � y' ® 9 � X F INTERSECTION h > 2 -1/2" -- HORIZONTAL BOND BEAM REINFORCEMENT - SEE PLANS AND SCHEDULES GROUT COURSE W/ REINF. AND COURSE ABOVE TYPICAL BOND BEAM GROUTIN @DETAIL C 3/4' = 1 ' -0 " ATLAS PIER @ ENTRY (1) y5 BAR IN EACH CELL DOWEL INTO PIER y3 TIE 0 B'o.c. ,,DETAIL n I - = 1' -0" O STEEL SHEET X 12 ° MI 1 12 MIN. BEYOND OPENINI NG EACH WAY ALL SIDES -�, 112 TEK SCREWS AT 6 ° o.c. EACH WAY DECK PENETRATION NOTES: 1. USE DETAIL FOR FOLLOWMNG CONDITIONS: - NO ADDED LOAD NOTED ON PLANS - (1) TO (3) DECK FLUTES ARE PENETRATED. 2, FOR OPENINGS GREATER THAN THREE FLUTES 18" SEE TYP. DETAIL SEE ARCH. SHEETS FOR SECTIONS AND DETAILS AT PLATFORM 100' -0" OPTIONAL: THICKENED SLAB FOOTING MAY BE USED AT CONTINUOUS OPTION � ATLAS BRICK WALL �6' CONCRETE MASONRY BLOCKS a 1:100 MI moo IE* op�_ *1 `-GFRC PANEL- ATTACH TO 6" LINTEL AS REOD BY MANUFACTURER D E TA I L MAX ANCHOR SPACING IS 24" IN EACH DIRECTION L 3/4" = V -O' @TYP. FRAMING @ SMALL OPENINGS @NOT USED l+( 3/4" = 1' -0" R 3/4 = i ._ 0 " @NOT USED ` 3/4" = i' -0" j NOT USED IV 3/4" = 1' - 0" @NOT USED I 3/4" = 1' -0" GFRC PANEL -SEE ARCH ANCHOR TO ATLAS BACKING W/ MIN (4) ANCHOR; ATLAS BRICK WALL -SEE SCHEDULE TYPICAL BOND BEAM REINF. TERMINATE 0 6' ATLAS /5 DOWEL TO MATCH BOND BEAM REINFORCING 6" ATLAS BRICK EXTEND 32' INTO 8" ATLAS BACKING FROM EDGE OF 6" ATLAS BEND AROUND CORNERS AS REO "D NOTE: USE THIS DETAIL AT PRECAST "MEDALLIONS ", AT BUILDING SIGN, AND AS REO'D FOR ARCH. FEATURES � DETAIL DEPRESS FLOOR SLAB FOR TILE % (2) d5 HORZ. BARS 0 TOP qND BOTTOM OF WALL AND TYR' �l SYSTEM i DOWEL MASONRY PIER /- EDGE OF SLAB AT 1/4 \ 6. -- #4 DOWEL x 3' -0" SEE ARCH FOR AT 18" O.C. EXTERIOR COLUMN SEE ARCH. PLAN \ 1" CUR TYP REVEAL IF REO'D I (WHERE OCCURS) / CONC. FLOOR SLAB / OVER METAL DECK' BEAM -SEE PLAN -� FOR FROST PROTECTION TS, PIPE. OR W COLUMN SEE PLAN ° REQUIREMENTS v ai 1/2' MAX DENT PL. OR L "Z/4" MIN.) TYPICAL AROUND ALL OPENINGS SEE DETAIL E /5505 -COPE ANGLE VERT. LEG i � �(2) #3 (1' CLEAR FROM \ TOP OF SLAB, TYP) `- FLOOR FRAMING \ HOOK AT SLAB EDGE (WHERE OCCURS) SEE PLAN ` -WHERE WROTH OF OPENING PERPENDICULAR TO DECK SPAN 5 LESS THAN 30 ", USE NOTE. L 4" x 4" x 1/4" SUPPORT _ THIS DETAIL APPLIES TO MISCELLANEOUS ANGLE FRAMING BETWEEN FLOOR BEAMS - OTHERWISE, USE 1. METAL DECK NOT SHOWN FOR CLARITY SLAB OPENINGS NOT LARGER THAN 4' -0 ". C6 x 8.2 2. SEE STRUCTURAL NOTES FOR SUPPORT OF METAL DECK 0 COLUMNS 0 DETAIL _ A 3/4" = 1' -0 ETAIL B 3/4 = 1 ._ 0 „ h > 2 -1/2" -- HORIZONTAL BOND BEAM REINFORCEMENT - SEE PLANS AND SCHEDULES GROUT COURSE W/ REINF. AND COURSE ABOVE TYPICAL BOND BEAM GROUTIN @DETAIL C 3/4' = 1 ' -0 " ATLAS PIER @ ENTRY (1) y5 BAR IN EACH CELL DOWEL INTO PIER y3 TIE 0 B'o.c. ,,DETAIL n I - = 1' -0" O STEEL SHEET X 12 ° MI 1 12 MIN. BEYOND OPENINI NG EACH WAY ALL SIDES -�, 112 TEK SCREWS AT 6 ° o.c. EACH WAY DECK PENETRATION NOTES: 1. USE DETAIL FOR FOLLOWMNG CONDITIONS: - NO ADDED LOAD NOTED ON PLANS - (1) TO (3) DECK FLUTES ARE PENETRATED. 2, FOR OPENINGS GREATER THAN THREE FLUTES 18" SEE TYP. DETAIL SEE ARCH. SHEETS FOR SECTIONS AND DETAILS AT PLATFORM 100' -0" OPTIONAL: THICKENED SLAB FOOTING MAY BE USED AT CONTINUOUS OPTION � ATLAS BRICK WALL �6' CONCRETE MASONRY BLOCKS a 1:100 MI moo IE* op�_ *1 `-GFRC PANEL- ATTACH TO 6" LINTEL AS REOD BY MANUFACTURER D E TA I L MAX ANCHOR SPACING IS 24" IN EACH DIRECTION L 3/4" = V -O' @TYP. FRAMING @ SMALL OPENINGS @NOT USED l+( 3/4" = 1' -0" R 3/4 = i ._ 0 " @NOT USED ` 3/4" = i' -0" j NOT USED IV 3/4" = 1' - 0" @NOT USED I 3/4" = 1' -0" GFRC PANEL -SEE ARCH ANCHOR TO ATLAS BACKING W/ MIN (4) ANCHOR; ATLAS BRICK WALL -SEE SCHEDULE TYPICAL BOND BEAM REINF. TERMINATE 0 6' ATLAS /5 DOWEL TO MATCH BOND BEAM REINFORCING 6" ATLAS BRICK EXTEND 32' INTO 8" ATLAS BACKING FROM EDGE OF 6" ATLAS BEND AROUND CORNERS AS REO "D NOTE: USE THIS DETAIL AT PRECAST "MEDALLIONS ", AT BUILDING SIGN, AND AS REO'D FOR ARCH. FEATURES � DETAIL DEPRESS FLOOR SLAB FOR TILE % (2) d5 HORZ. BARS 0 TOP qND BOTTOM OF WALL AND OR WOOD FLOOR �l SYSTEM i DOWEL MASONRY PIER VERT INTO CONCRETE PIER \ 6. -- #4 DOWEL x 3' -0" SEE ARCH FOR AT 18" O.C. 0D ETA IL 3/4 = 1' -0' @NOT USED V 3 / 4 " - 1 . -0 .. Amhlte0t / Engineer. o� mm b c� m' w x N x Q � N O Structural Consultants 1594 W Park Orde Ogden, UT 84464 801.782.6068 -Fax 801.782.4656 DATED ORIGINAL SIGNED BY SRENT WHITE ON FILE AT NIELSON BODILY & ASSOCIATES. If T (.� � I I W W LU F_ Z W O O U F_CD CD w oo W Q Q � � Km W co O j W R' m O R Lu Lu W Z p � 4 i 1 - P *gecl Number. Plen Series: 8WARD -05-01 5P955 be Sheet TMe: TYPICAL DETAILS �S502 I BASE PL. W/ (2) 3/4 "0 BOLTS THICKNESS = Tf OR 1/2" MIN. WIDTH = Bf OR (COL. WIDTH + 1" MIN. ) LENGTH - A + 3" ( WHERE OCCURS) \, (2) 3/8" STIFFENER PL. TYP. WHERE COLUMN ABOVE DOES NOT EXIST. -- CAP PL. W/ (2) 3/4 "0 BOLTS THICKNESS = If OR 1/2' MIN. WIDTH = Ef OR (COL WIDTH + 1' MIN.) 1 LENGTH = B + 3 1/2=-' , TS COLUMN - SEE PLAN BASE PL. W/ (4) 3/4 BOLTS ( WHERE OCCURS) THICKNESS = Tf OR 1/2' MIN. WIDTH = Bf OR (COL. WIDTH + 1' MIN. ) J TYP. LENGTH - A + 6*- ( WHERE OCCURS ) 1/4 STEEL BEAM CAP PL W/ (4) 3/4 BOLTS W/ FLANGE WIDTH Bt & THICKNESS = Tf OR 1/2" MIN. FLANGE THICKNESS Tf MOTH = Of OR / (COL WIDTH + 1" MIN. ) TS COLUMN - SEE PLAN LENGTH = 8 + 6" i , l METAL DECK �- -SEE PLAN TS COLUMN - SEE PLAN (WHERE OCCURS) AT TS COLUMN ABOVE gig lEK USE (4) 3/8' STIFFENER PCS 1 SCREWS I 26 GAUGE STEEL STUD BRACE AT 8' -0 O.C. EACH SIDE OF WALL STAGGERED 4' -0 O.C. \ STEEL BEAM yyyy� W/ FLANGE WIDTH Bf & FLANGE THICKNESS Tf METAL WALL STUD AND TRACK TS COLUMN -SEE PLAN SEE ARCH. @TYP. PARTITION WALL BRACE L./ 3/4" = 1' -0" (4) 16d NAILS OR METAL TRUSS PLATE BY CONTRACTOR OPTION 8" CS20 STRAP - 26 TRUSS SPACING (4) 16d NAILS OR METAL TRUSS PLATE BY CONTRACTOR OPTION @DETAIL V 3/4" = 1' -0" SEE PLAN 24" MAX .- 3/4.0 STUDS, TYP UNO PLAN (SINGLE ROW) Sfl< PLAN BEAM TOP FLANGE g 24 MA X s \ ^+ � --- -3/4'0 STUDS, TYP UNO PLAN (DOUBLE ROW) i BEAM TOP FLANGE - DECK - SEE PLAN / SCHED. SEE PLAN - SECTION N SEE STRUCTURAL NOTES FOR ADDITIONAL SHEAR CONNECTION INFORMATION H TYP. SHEAR STUD CONNECTIONS SEE K /S502 FOR REINF.- (2) d5 HORZ. BARS 0 TOP qND BOTTOM OF WALL AND 48 "o.c -SEE E /5502 DOWEL MASONRY PIER VERT INTO CONCRETE PIER - SEE ARCH FOR AS REUD FOR REV REVEAL IF REO'D I SEE NOTES SHEET SID1 FOR FROST PROTECTION ° REQUIREMENTS ' ° CONCRETE FOOTING (8) A6 VERT SEE PLAN AND SCHEDULE FOR SIZE AND REINF M DETAIL /4 TIES 0 6 "o.c. @DETAIL r 3/4" = 1' -0" SE 6 LINTELS TO BAC�REOIOl LOOR, ROOF LEVEL AN Q ENTRY CANOPIES WHERE CM. FEATURES. -SEE 2 ARC H FOR LOCATIONS. STEEL PIPE OR TS COLUMN. 5/16" REDD AT BASE PL'S (4) 3/4'0 x 12" HEADED A.B. / 1/4 THICKER THAN 3/4' W/ DOUBLE NUTS W/ 8" MIN. EMBED -� j SEE BASE PL SCHED. BLOCKOUT �\ FOR PLATE SIZE. I / 1 -1 2 GROUT ' NON-SHRINK \ —CONIC. SLAB SEE PLAN FOR / \ 1 THICKNESS AND REINF. \ I - I II II I' L " Ii -'- -- r L -41. - _ - - NOTE: PREPARE SOIL UNDER FOOTING -GONG. FOOLING - PER SPECIFICATIONS. ie. REO'D SEE PLAN & SCHED. STRUCTURAL FILL, ETC. Q FOR SIZE & REINF. DETAIL _ -- ELEVATOR COLUMN - SEE PLAN i - BASE PL 1/2" X REOD. 112'0 x 6' HEADED A.B. (1) #4 BAR x CONT. -\\ FLOOR SLAB SEE PLAN FOR REINF. /4 DOWELS 0 24'o.c. SEE ARCH. 18' TYP, 8' CONIC. FOUND. STRUCT. WALL - SEE STRUCT. li NOTES FOR REINF. p4 DOWELS 0 18 "o.c. I 19 14 BARS 014'o.c. EACH WAY �\ 4' - SEE ARCH FOR WATERPROOF REQUIREMENTS III " -11 SEE fCHL I -L = III =11F =111- 111 =11 - III =ill_= __ NOTE: PREPARE SOIL UNDER FOOTIN ER SPECIFICATIONS, ie. EO'D FOR DET STRUCTURAL FILL, ETC. Q n r 3/4" = 1' -0' ATLAS BRICK WALL - SEE PLAN - ------ �\ P`2gkFIN0U5 TOP � - WALL REINFORCING - SEE WALL SCHEDULE /� FILL SPACE BETWEEN WALL SECTIONS WITH GROUT SEE A RCH._j, Y REC BARS BELOW ESS k GONG FOOTING - ` EXTEND ATLAS 31/2" FOR SIZE & REINF. (5) COURSES - -- (5) #5 BARS 0 TOP BELOW THIS NOTE: PREPARE SOIL UNDER FOOTING OF SECTION ELEVATION EXPANSION ANCHORS \ 6 DETA `- ATLAS BRICK WALL - BEFORE GROUTING - -- SEE PLAN - CONC SLAB - (5) {5 BARS 0 / = �� -WALL REINFORCING - SEE BOTTOM OF SECTION - -j SEE PLAN FOR REINF. - WALL SCHEDULE p4 TIES 0 B'o.c.% SEE TYPICAL DETAIL 8" CMU BLOCK - SEE WALL SCHEDULE SEE MWZ WALL TYPE DETAIL R _ D ETAIL EXTERIOR CONCRETE FLATWORK DOWEL TO MATCH VERT. MASONRY WALL (WHERE OCCURS) MASONRY WALL & COL. REINF, - CE AB SEE ARCH, FOR REVEAL WHERE REO'D GONG FOUNDATION SEE STRUCT NOTES FOR - rr- TYPICAL REINF —� o 8 FOUNDATION WALL SEE 11 g STRUCT NOTES FOR REINF SEE FOOTING SCHED. z z FOR SIZE AND REINF. NOTE: PREPARE SOIL UNDER FOOTING PER SPECIFICATIONS. ie. REO'D \ STRUCTURAL FILL, ETC, @DETAIL U 3/4" = 1' -0 SLAB ON GRADE DETAI H _ © DETAIL @ _ nDETAIL J 3/4" = 1• -0- DETAIL N 3/4" = 1._O" T DETAIL P`2gkFIN0U5 TOP BASE PLATE SIZE REC BARS BELOW ESS k GONG FOOTING - ` SEE PLAN & SCHED. 31/2" FOR SIZE & REINF. o 3112' CLEAR W/ (2) 1/2'0 x 4 NOTE: PREPARE SOIL UNDER FOOTING I CLEAR PER SPECIFICATIONS w REQ'D EXPANSION ANCHORS S CTUR FILL, C. 6 DETA DETAI H _ © DETAIL @ _ nDETAIL J 3/4" = 1• -0- DETAIL N 3/4" = 1._O" T DETAIL i ELEVATOR COLUMN - BASE PLATE SIZE TOP AND BOTTOM Architect / Engineer: SEE PLAN / PL 3/4' x 13' x Y -I" 6'SQR. , B "0 31/2" BASE PL. 1/Y x REQ'D o 3112' CLEAR W/ (2) 1/2'0 x 4 FILL CAVITY SOLID I CLEAR EXPANSION ANCHORS W/ GROUT - CLEAN SPACE BEFORE GROUTING - -- - CONC SLAB - SLAB EDGE - SEE PLAN FOR REINF. SEE PLAN FOR REINF. SEE TYPICAL DETAIL 8' ATLAS BRICK WALL SEE MWZ WALL TYPE SUPPORT BEAM - SEE PLAN LISTED IN WALL SCHEDULE - MW4 WALL TYPE SEE PLAN —�-`\ ON 5602 FOR REIN. IN WALL SCHEDULE ON S602 (2) 3/4 "0 BOLTS MIN' 14 DOWELS 0 24'o.c 24" FOR REINF. W OVERSIZED WASHERS / ct ®1 1 SEE ARCH. FOR REVEAL INFO. STRUCT. NOTES / SCHED FOR REINFORCING O 114' SEE A RCH ELEVATOR COLUMN 6 x 4 x 3/8" x REO'D (LLV) \ W/ (2) 3/4 "0 LONG SLOTTED HOLES TYP. 8' CONIC. FOUND. WALL - SEE STRUCT. 2" CLEAR MIN. g4 DOWELS 0 18 "ac. = 15 DOWELS TO MATCH SEE SCHEDULE WALL REINF NOTES FOR REINF. \� EACH TS OF p5 0 12 "o.c. t DETAI H _ © DETAIL @ _ nDETAIL J 3/4" = 1• -0- DETAIL N 3/4" = 1._O" T DETAIL p4 TIES 0 16' o.c. -� (3) #6 BARS CONT. BASE PLATE SIZE TOP AND BOTTOM Architect / Engineer: 7" SOR. PL 3/4' x 13' x Y -I" 6'SQR. , B "0 31/2" 5' SOR. o 3112' CLEAR 3' 0, 3" SQR. PL i/2' x 9" I CLEAR o� - -GONG. FLOOR SLAB � �• SEE PLAN FOR REINF. (1) d4 BAR x CONI - -„ _ SE -...L E ARCH - MASONRY WALL - SEE 14 DOWELS 0 24'o.c 24" - - - - ,1L- ct ®1 1 w STRUCT. NOTES / SCHED FOR REINFORCING i g•� \ DOWEL TO MATCH VERT. WALL & COL. REME TYP. 8' CONIC. FOUND. WALL - SEE STRUCT. g4 DOWELS 0 18 "ac. 7 a h NOTES FOR REINF. GROUT CELLS SCUD BELOW GRADE --� ARCH. R WATERPROOF o �n �4 BARS 0 12'o.c. 4" REQUIREMENTS ` EACH WAY O „ I � r - - -� I' SEE RCH. • Tr \-CONC. FOOTING - i- =1 I I Tit I' Ul NOTE: PREPARE SOIL UNDER FOOTIN SPECIFICATS REO'D FILL, ETC. SEE PLAN AND SCHED. FOR SIZE AND REINF. 2 �^ DFDOTING (1) dN CONT NOTE: PREPARE S ER PER SPECIFICATION STRUCTURAL FILL, Q DETAIL n_DETAIL p4 TIES 0 16' o.c. -� (3) #6 BARS CONT. BASE PLATE SIZE TOP AND BOTTOM PL 3/4' x 14" x 1' 2' 7" SOR. PL 3/4' x 13' x Y -I" 6'SQR. , B "0 31/2" 5' SOR. E0 EQ._ 3112' CLEAR 3' 0, 3" SQR. PL i/2' x 9" I CLEAR DETAIL P O_ DE TAIL - DE TAIL 1/2' x 6' x 10' BASE PL. W/(4) 5/8' 0 x 8' EMBEDDED ANCHOR BOLTS. - -- I I i-HISS COLUMN - SEE PLAN I I I I i -FLOOR SLAB -SEE C/5503 I I / 1 I III 7•I � — EXTERIOR SLAB -H- m a r Ir ON GRADE SEE- C/5503 --� - FOUNDATION WALL - SEE C/SSO3 2' 2' n . O ®O , N O 2 Y SECTION A 0 K DETAIL Q DE TAIL t�DETAIL V 3/4" = 1' -0" Structural Consultants 1594 W Park Cirde Ogden, UT 84404 801.782.6008 - Fax 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY & ASSOCIATES. Stamps: 1pNA1 4 k \11TQA w L W r w Z W °o LU F- W Y Ro ( Q W Q p s < OD w o� It 0 } o W Project Number: Alen Series: 8 WARD - 05 - 01 Properly ree Number 595 - 9995 Stt Title: FOOTING & FOUNDATION DETAILS Sh"t: S503 BASE PLATE SCHEDULE COLUMN SIZE BASE PLATE SIZE 8 "SQR., 10"0 PL 3/4' x 14" x 1' 2' 7" SOR. PL 3/4' x 13' x Y -I" 6'SQR. , B "0 PL 3/4" x 12" x i' 0' 5' SOR. PL 3/4" x 11' x 0' -11' 4" SM. PL 5/8" x 10" x 0' - 10" 3' 0, 3" SQR. PL i/2' x 9" MASONRY WALL -- CONT. BOND BEAM REINFORCING C8 x 13.75 . 0' -8' M C- 0'o.c. W/ (2) 3/4 "0 x 5' HSi A D ETAIL L TO BM J� — t 1/4 V 2 -12 DECK TO 8� 3/4" 6" SUSPENDED CONIC SLAB SEE PLAN FOR REINF. -� 1" MAX. SEE PLANS ( f ) DETAIL r 3/4° _ 1'-O_ 1/4 V 6 CONC. FLOOR SLAB OVER METAL DECK 14 DOWELS 0 24 "o.a 24' 6 "r 4'x3'xl/4' LLV �— SEE ARCH. BENT PL. 1/4" z CONTINUOUS M SLAB EDGES I rl-2 1/2 MAX MATCH SLAB THICKNESS 4' MAX �— SUPPORT - SEE PLAN FOR SIZE MASONRY WALL CONTINUOUS BOND BEAM REINFORCEMENT B D ETAIL _ TIP. SEE SCHED O 0 0 0 'ENDED GONG. SLAB PLAN FOR RENT SEE PLAN SEE SCHEDULE BELOW FOR ANGLE & BOLT SIZES W BEAM - SEE PLAN BEAM SIZEI ANGLE SIZE I BOLTS I WELD W10, CID L 4x4 xt 4 (2) 3/4-0 3 W12, W14 _ L 4 %4 (3) 3/4 "0 3 W16 L 4"x4 "x3/8" (4) 3/4 "0 W18 L 4 "x4 "x3 /B" (5 3/4 "0 ]/16 5 0421 L 4 "x4".3/8' (6) 3/4 "0 S .4 L 4 ".4'x3/8 {7) 3/4 "0 5 0427 L 4'x4 ° x3 8 7 3 4'0 5 DETAIL V 3/4" = 1 -0" =O/S505 1/4 F1 (2) L3 x 3 x 1/4" BEAM SIZE ANGLE SIZE (EA. SIDE) WELD 'A BOLTS MASONRY WALL — -�\ 7Yp. BOTH ANGLES H.S.A. PATTERN CONT. BOND BEAM REINF. \ °A° SEE SCHED. 3116" LOCATE WITHIN T OF C8 x 13.75 x 0' -8" 4 TOP OF STEEL BEAM W10 3 x 5 x 5/16 x 0' -T 1/4' A325 BOLTS d f 2" TYP' \ AS PER SCHEDULE EQUAL SPACING 3 2 5 x 5 /16 x 0' -9' 1/4" (3) 3/4 "0 C12 x 30 x 1' -4" z W14 d4 � (3) 3/4 "0 w c 9 O W16 o __o___o L _EMBED — r CHANNEL \ PLAN ATLAS BRICK 32" MIN EMBED. TYP. H.S.A. a F. - BEAM SEE (z) L 3 x s - PATTERN LAYOUT ^,.,a� W/ 1 -1/2" SLOTTED 12 / HOLES - SEE SCHED. (2) #4 BARS x 4' -0' / CHANNEL EMBED CENTERED UNDER EMBED —� W/ 3/4 ° 0 x (T -2') H.S.A.'s SEE SCHED. BEAM SIZE ANGLE SIZE (EA. SIDE) WELD 'A BOLTS EMBED CHANNEL # OF H.S.A. H.S.A. PATTERN W6. W8, C8 3 x 5 x 1/4 x 0' -4" 3116" (2) 3/4 "0 C8 x 13.75 x 0' -8" 4 .. W10 3 x 5 x 5/16 x 0' -T 1/4' (2) 314 "0 C12 x 30 x P -4" 6 W12,C72 3 2 5 x 5 /16 x 0' -9' 1/4" (3) 3/4 "0 C12 x 30 x 1' -4" 6 W14 3 x 5. 5/16 x 0' -10' i/4' (3) 3/4 "0 C15 x 33.9 x V -4" 9 W16 3 x 5 x 5/16 x 1' -0" 1/4' (4) 3/4 "m CIS . 319 . 2' -(r 12 ATLAS BRICK 32" MIN EMBED. W18 3 x 5 . 5/16 x 1' -0' 1/4" (5) 3/4 "0 1 C15 x 33.9 x T -0 12 I DE TAIL _ TS COLUMN SEE PLAN )W BEAM SIZE 0410, CIO PL. 378 x 4 . REO D L BOLTS 2 3/4 0 W12, W14 3/8' x 4" x REO'D 3) 3/4'0 W16 3/8' x 4' x REOT (4) 3/4'0 WIB 318" x 4' z REQD 5 3/4 "0 W21 3/8' x 4' x REQ'D (6) 3/4'0 W24, 227 3/87 x 4" z REQ'O 7 3 4 "0 . DETAIL _ R DETAIL _ _ 5/8'x12 "4'4' PLATE W/ (4) 1/2'0 . 24' DBA ATLAS BRICK WALL -SEE SCHEDULE ©S DETAIL _ CONIC. FLOOR SLAB OVER METAL DECK #4 DOWELS 0 24'0.0. 24" 16 "F WALL AND JAMB REINFORCING -SEE SCHED 5/E DETAIL CASTELATED SEE PLAN i ROOF DECK - SEE WINDOW A AND J /S506 GFRC PNEL - SEE ARCH. -C-BEAM -SEE PLAN AN HSS BEAM SEE PLAN — PLAN (3) SIDES / ^ \ 14 ❑. �— L4x4x3 /8x6 TURN ANGLE IN TO PREVENT EXPOSURE BEYOND FASCIA BOARD. nD ETA IL V 3/4^ = 1-0' MATCH SLAB HICKNESS REO'D / --BENT PL 1/4' z CONT. TYP. 0 SLAB EDGES W/ 1/2"0 x BOYD DBA Q 24'o.c. (2) #4 x CONT MIN SEE PLAN FOR ADDITIONAL REINFORCING 3OLTS L TO BM 1/ DECK TO BM. 3/4 6' SUSPENDED GONG. SLAB SEE PLAN FOR REINF. —� SEE PLANS 2' MIN. DECK BEARING E DETAIL TS COLUMN - WHERE REQ SEE PLAN 71 17 SUSPENDED CONC. SLAB SEE PLAN FOR REINF —� W BEAM - SEE PLAN o fi O O 0 0 O O o! !o Arohiteot / Engineer: o� �m n zz U3 a o SEE ARCH. (° � BENT PL. 1/4" x `� Q CONTINUOUS SLAB EDGES o 1/2" MAX. MATCH SLAB THICKNESS 4' MAX zz -- SUPPORT - SEE PLAN FOR SIZE - DECK SUPPORT SEE STRUCT. NOTES AND 8/S502 Structural Consultants 1594 W Park Cirde Ogden, UT 84404 �T7 801.782.6008 - F. 801182.4656 SEE DATED ORIGINAL SIGNED PLAN BY BRENT WHITE ON FILE AT NIELSON BODILY & ASSOCIATES. Stamps: !b S %AAL EN b+ O1t1 p o Q ♦o m ANGLE - SEE SCHEDULE SEE BRACED FRAME CONNECTION SCHEDULE FOR INFO. AT BRACED FRAME LOCATIONS �,LTAIL n 3/4" _ 1 -0" FILL CASTELLATED BEAM HOLE W/ A PLATE TO MATCH THE THICKNESS OF THE BEAM WEB AS REOD FOR THE SHEAR TAB, SEE DETAIL R/S505 — W BEAM - SEE PLAN SHEAR TAB SEE DETAIL G /S505 CASTELLATED BEAM SEE PLAN Q DETAI _ C 8x 11.528 "W /(4) 3/4" x 5' HSA L� NF 4" � 2 . ATLAS BRICK WALL - SEE SCHEDULE /q ❑ (3) SIDES. 1/4 / - --- A E PLAN ROOF DECK -SEE ! 1 JJ/550� L4x4x3 /8x6 ANGLE TURN ANGLE LEG IN TO PREVENT EXPOSURE BEYOND FASCIA- BOND BEAM BELOW CHANNEL - Tv DETAIL V3 /4. = 1 ' - 0 " W W LU Z W O 0 U �� w 0 aO 1 Q (9 m W w co j W D K 0 O rn > LU m Q W W Z a! ! ILLI ° al - �x Q Project Number: _.- _ — ____.___- _ -_ . Plan SarleO: 8WARD - 05 - 01 Property Number: 595-9995 Sheet Tale: FLOOR FRAMING DETAILS Street: S505 L TO BM 2 \ 1/a 2 -12 TYP 3Jrc 6 "• SUSP. CONC. SLAB lJ SEE PLAN FOR REINF. ^j 2' MIN. DECK BEARING SUPPORT - SEE PLAN DETAIL V3/4" _ 1' -0" STIFFENER PL BOTH SIDES OR FULL DEPTH CONNECTION PL. PER DETAIL G/S505 — 1/2' W BEAM - SEE PLAN — 1/2' x REVD CAP PLATE WIDTH IS I' LARGER THAN COLUMN WIDTH TS COLUMN - SEE PLAN nDETAIL 3/4 1' -O' P DETAIL _ it a II BOND BEAM "Y"'IN FIRST COURSE ABOVE BEAM - -�� —DOWELS TO MATCH 3/4'0 THRU -BOLT ATLAS BRICK i -SEE PLAN - -�J WALL VERTICAL REINFORCING PL 1/2 z 8" x 0' - WELD TD TOP FLANGE W/ (2) 1/2 0 x 24' OBA'S OF BEAM SUPPORTING IN TOP BOND BEAM —� W -BEAM -SEE ATLAS BRICK 32" MIN EMBED. PLAN I PL 3/8" x 6' x 0' -8" TYPICAL BEAM SUPPORTING ATLAS BRICK NOT USE r,/'M4 ©N DETAIL _ 1/2' CAP PLATE O EA. END OF BEAM R DETAIL _ _ 5/8'x12 "4'4' PLATE W/ (4) 1/2'0 . 24' DBA ATLAS BRICK WALL -SEE SCHEDULE ©S DETAIL _ CONIC. FLOOR SLAB OVER METAL DECK #4 DOWELS 0 24'0.0. 24" 16 "F WALL AND JAMB REINFORCING -SEE SCHED 5/E DETAIL CASTELATED SEE PLAN i ROOF DECK - SEE WINDOW A AND J /S506 GFRC PNEL - SEE ARCH. -C-BEAM -SEE PLAN AN HSS BEAM SEE PLAN — PLAN (3) SIDES / ^ \ 14 ❑. �— L4x4x3 /8x6 TURN ANGLE IN TO PREVENT EXPOSURE BEYOND FASCIA BOARD. nD ETA IL V 3/4^ = 1-0' MATCH SLAB HICKNESS REO'D / --BENT PL 1/4' z CONT. TYP. 0 SLAB EDGES W/ 1/2"0 x BOYD DBA Q 24'o.c. (2) #4 x CONT MIN SEE PLAN FOR ADDITIONAL REINFORCING 3OLTS L TO BM 1/ DECK TO BM. 3/4 6' SUSPENDED GONG. SLAB SEE PLAN FOR REINF. —� SEE PLANS 2' MIN. DECK BEARING E DETAIL TS COLUMN - WHERE REQ SEE PLAN 71 17 SUSPENDED CONC. SLAB SEE PLAN FOR REINF —� W BEAM - SEE PLAN o fi O O 0 0 O O o! !o Arohiteot / Engineer: o� �m n zz U3 a o SEE ARCH. (° � BENT PL. 1/4" x `� Q CONTINUOUS SLAB EDGES o 1/2" MAX. MATCH SLAB THICKNESS 4' MAX zz -- SUPPORT - SEE PLAN FOR SIZE - DECK SUPPORT SEE STRUCT. NOTES AND 8/S502 Structural Consultants 1594 W Park Cirde Ogden, UT 84404 �T7 801.782.6008 - F. 801182.4656 SEE DATED ORIGINAL SIGNED PLAN BY BRENT WHITE ON FILE AT NIELSON BODILY & ASSOCIATES. Stamps: !b S %AAL EN b+ O1t1 p o Q ♦o m ANGLE - SEE SCHEDULE SEE BRACED FRAME CONNECTION SCHEDULE FOR INFO. AT BRACED FRAME LOCATIONS �,LTAIL n 3/4" _ 1 -0" FILL CASTELLATED BEAM HOLE W/ A PLATE TO MATCH THE THICKNESS OF THE BEAM WEB AS REOD FOR THE SHEAR TAB, SEE DETAIL R/S505 — W BEAM - SEE PLAN SHEAR TAB SEE DETAIL G /S505 CASTELLATED BEAM SEE PLAN Q DETAI _ C 8x 11.528 "W /(4) 3/4" x 5' HSA L� NF 4" � 2 . ATLAS BRICK WALL - SEE SCHEDULE /q ❑ (3) SIDES. 1/4 / - --- A E PLAN ROOF DECK -SEE ! 1 JJ/550� L4x4x3 /8x6 ANGLE TURN ANGLE LEG IN TO PREVENT EXPOSURE BEYOND FASCIA- BOND BEAM BELOW CHANNEL - Tv DETAIL V3 /4. = 1 ' - 0 " W W LU Z W O 0 U �� w 0 aO 1 Q (9 m W w co j W D K 0 O rn > LU m Q W W Z a! ! ILLI ° al - �x Q Project Number: _.- _ — ____.___- _ -_ . Plan SarleO: 8WARD - 05 - 01 Property Number: 595-9995 Sheet Tale: FLOOR FRAMING DETAILS Street: S505 L TO BM 2 \ 1/a 2 -12 TYP 3Jrc 6 "• SUSP. CONC. SLAB lJ SEE PLAN FOR REINF. ^j 2' MIN. DECK BEARING SUPPORT - SEE PLAN DETAIL V3/4" _ 1' -0" STIFFENER PL BOTH SIDES OR FULL DEPTH CONNECTION PL. PER DETAIL G/S505 — 1/2' W BEAM - SEE PLAN — 1/2' x REVD CAP PLATE WIDTH IS I' LARGER THAN COLUMN WIDTH TS COLUMN - SEE PLAN nDETAIL 3/4 1' -O' P DETAIL _ 0 TAIL q _ , ._ p . CONCRETE SLAB ON METAL DECK -SEE FLOOR NOTES SEE ARCH --------------- Av] ° W -BEAM BEHND COL. � -SEE PLAN STAIRS FOR OVER- FLOW -SEE ARCH W -BEAM -SEE PLAN - -'� �- JOIST ZiNl COLD - FORMED \ J0I5 3" CONNECTION WELD PL TO C -BEAM STUD ANCHORED TO 8 ST W/ 1/8" FILLET WELD. BRICK W ATLAS BRICK WALL W/1/2`0 x 5' L i -SEE K /S50 POWERS" WEDGE BOLT OR APPROVED EQUAL 0 16" o.C. L CONCRETE SALE NOT USED __ W -BEAM -SEE ON METAL DECK - SEE A RCH SEE FLOOR NOTES O O - W -BEAM W -BEAM -SEE PLAN -SEE PLAN O O HSS COLUMN - — " -' -- - W -BEAM HSS COLUMN -SEE PLAN - - -SEE PLAN -SEE PLAN HSS TO TOP OP 1/4 BOTTOM FLANGE LL 2 x 2 x 3/8 x 3/4 x CONT. LOCATE TO MATCH ROD SPACING HSS 30!1/4 0 6 -0 o.a. W/ (1) 0 6' FROM END OF BEAM AND (1) 0 4 -0' FROM END OF BEAM LVL HEADER -SEE ARCH F DETAIL _ D ETAIL COLD - FORMED ROOF JOIST -SEE PLAN 112'0 12' o.a DOABLE BOND BEAM 2 ENTRANCE CANOPY - SECTION A LAM BEAM % 2' - SEE 33 -SEE PLAN - =Q'D 2 DETAIL L' 3/4" = -O . -- TO > TOP -2' MIN BEARING -W -BEAM -SEE PLAN 3/4'0 ROD 0 1' -0" O.C. SPACING MAX -SEE ARCH SPECIFICATIONS FOR ACTUAL SPACING MIN (6) RODS 0 EACH STACK Architect I Engineer. o m 3/8'x12" SHEAR PLATE 0 m m CONCRETE SLAB ON METAL GRIDS 3 -D AND 3 -E o N DECK -SEE FLOOR NOTES -- � 3/8 ° x18' SHEAR PLATE 0 y" GRIDS 9 -D AND 9 -E SEE ARCH 5/8' 0 x 32 DBA ON TOP OF BEAM - - - -�- fi (2) 3/4'0 THRU BOLTS � \ BOND BEAM (° O L OSURE ANGLE IN COURSE \ - - - -- •a®) SEE F/S505 ABOVE BEAM MIN. (2) AS TRUSSES - SEE PLAN REO'D ( � W -BEAM -SEE PLAN - - - -- - C a Q W -BEAM -SEE PLAN -- L4x1x1 4 WE TO BEAM E %TEND PLATE OVER I FLANG� W/ 1/4' FILLET TOP OF TRUSS CONNECTION -SEE G/S505 - -- 1 4 2 i/4 3 12 i i�; ;I -CONCRETE SLAB ONN�ETAL �4/� � w� ^> DECK -SEE FLOOR NOTES W-BEAM 1/2'0 L O ( SEE ARCH HSS 8!8x5 /8z1 -8' EMBED W /(10) _�� ' r[ MN. (2) 2 z 4 2290 B -DECK BETWEEN BEAMS is #Sx32" DBA FILL Wj GROUT B EEHIND R MASONRY /ATLAS BRICK WALL. ] - �. CLOSURE ANGLE SEE E/5505 -W -BEAM -SEE PLAN ©❑ �– DETAIL p 3/4' s l' - O- — A LL 2 x 2 x 3/8 x 3/4 x 4 CLOSING ANGLE 7 ��- CONT. MATCH ROD SEE F /S505 - - --- SPACING CONCRETE SLAB ON METAL DECK -SEE FLOOR NOTES SIDES U ,/q <EACH ANGLE _ 1/4 4 - HSS 3!30/4 0 C -0" o -G W/ (1) 0 6' FROM END OF BEAM AND (1) 0 S -0` FROM END OF BEAM 0.c HSS BEAM - SEE PLAN 20 CA. BENS PL. W /(4) gFY \ \ -- - TEK SCREWS 0 8 J0157$ C -BEAM SEE PLAN 1 fl TEK SCREWS �- JOIST ZiNl COLD - FORMED \ J0I5 3" PLATE - SEE L /S506 WELD PL TO C -BEAM STUD ANCHORED TO 8 ST W/ 1/8" FILLET WELD. BRICK W ATLAS BRICK WALL W/1/2`0 x 5' L i POWERS" WEDGE BOLT OR APPROVED EQUAL 0 16" o.C. L M DETAIL NOT USED __ SNOT USED COLD - FORMED JOIST - A PLATE - SEE L /S506 2 N DETAIL T N OT USED C 8 x 11-5 x 12" W/ (12) 3/4 "0 x 5' HSA 0 EACH HSS SECTION MIRY BEAM PLAN & SCHED. 1/b DETAIL f 3/4" = V -0" ' NOT USED HSS BEAM -SEE PLAN L 4x4x5 /16x6" EACH SIDE OF WEB W -BEAM -SEE PLAN / L 3/4" = 1' -0" 20 GA B -DECK ROOF TYP 0 C -BEAM 0 ENTRANCE CANOPIES. AND COLD FORMED , 20 12° ae JOISTS, / 1/2` x 6" x 8" PLATE W/ (2) 3/4' x B HSA :�\ - C -BEAM - SEE PLAN WALL REINFORCING 8" ATLAS BRICK WALL SEE DETAIL N/502 -t �__ --___SEE ARCH - -____ � DETAIL _ NOT US _ @/ NOT USED V 3/4" = l'—O 1594 W Park Grck Ogden, Uf 84484 801.782.6008 - F 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY & ASSOCIATES. Stamps: 014 A L FN p 18Tr # 0 o Q 00 sx. �� w LU K Z U) w O U w 0 10 0 W co s� — W 0 0 W ZI y wl � 1 lzI ! Zi j w co 1 0 Pro Number: _.._.... -_._ _-- _- -_... Plan Series: 8 WARD -05-0 operty - -- .- . - - - -- 595-9995 w: ShW TRIe: FLOOR FRAMING DETAILS Sheet: S506 SNOT USED V N.T.S. STAGGER 0 4' -D" BN TYR EN TYPICAL 4 FLAT BLOCKING J SEE M /S508 LL UNSUPPORTED R S . / FN TYP - ' x 8' -0" TYPICAL I THING _ PANEL GAP - (CAL ) - SHEATHING JOINTS TO - -- - -- 1/8" PANEL GAP / \ ENTERED ON JOISTS. (TYPICAL ) � 1 ��I BLOCKING ABOVE. WALL / ^� BELOW WHERE OCCURS - -' OF FLOOR BN - BOUNDARY NAILING 2 x 4 FLAT BLOCKING AT ALL UNSUPPORTED EDGES 4' -0" x 8' -0" TYPICAL SHEATHING EDGE SHEATHING JOINTS TO BE CENTERED ON JOISTS, EDGE OF ROOF BN TYPICAL BN = BOUNDARY NAILING EN = EDGE NAILING FN FIELD NAILING EN =EDGE NAILING FN = FIELD NAILING = © FLOOR @ ROOF 1 - - -\SHEATHING LAYOUT , 3/4" = V -0. - - BOUNDARY NAILING /� -SEE SCHED. SIMPSON LTP4 / - - - 3x BLOCKING � 3/4 "x12 "x18" PL W/ (4) 5/8" EPDXY AT EA. BLOCK i ANCHOR BOLTS W/ MIN 4" EMBEDMENT OR 16 "o. c. - - - - -- - -- - - ��-- SI ON .5 A. TLO R ATTACH OUTLOOKER TO TOP PLATE (2) 16d NAILS PER TRUSS TOP CHORD TJI RODE JOIST SEE PLAN TOP CHORD OF TRUSSES ROOF SHEATHING SEE STRUCT. NOTES - - - - -� B DE TAIL 10 7/8" nDETAIL J SEE M /S508 S N CS20 TRAP Sol �� - ---- ROOF SHEATHING BOUNDARY / AND U T mm c cs SEE STRUCTURAL NOTES BAILING -SEE SIMPSON A35 0 2 BOUNDARY NAILING -SEE SCHEDULE / SCHEDULE r EACH RAFTER---- .. - - -- ��I - -- OVERBUILD RAFTER SEE - ^� b SHAPED 3x4 BLOCK 8' ATLAS BRICK RENFORONG '�- FRAMING NOTES FOR SIZE 6" ox. STAGGERED / / -SEE SCHED SHAPED 2x12 PLATE - 3. TOP PLATE W 3/4 "0 x 12" A.B/ I I EXTEND TOP CHORD (2) g4 ac, HORIZONTAL BARS. ----_ CONTINUOUS EXTEND 10' -0" I} I� '/ TO PEAK CUT WEB N 2.4 BLOCK J AND BOTTOM CHORD 0 EA. OUTLOOKER -, FLANGE OF BEAM CONNECT BETWEEN JOISTS BACK 0 GLU -LAM B.N. TO BEAN NEB W/ 5/9 THRU 1 I �' WEB STIFFENER -- / (2) 16d NAILS PER TRUSS TOP CHORD TJI RODE JOIST SEE PLAN TOP CHORD OF TRUSSES ROOF SHEATHING SEE STRUCT. NOTES - - - - -� B DE TAIL 10 7/8" nDETAIL I -JOIST - SEE PLAN GROUT CELLS LID - \ / W/ (12) SIMPSON A35 ONE EACH SIDE WHERE ANCHO - ._.______ -.- ,., ' .. BOLTS OCCUR - 3 r 4y- -- . -- OF OUTLOOKER BEND TAB OF A35 DOWN _- _ NT SIDE OF TOP PLAT . - -ROOF SHEATHING - 8 ". SEE SCHEDULE TRUSS RODE - i ._. _. �.,-� l i T A - - -3x TOP PLATE W/ 3/4'0 A.B. SEE PLAN /� �--ROOF BOUNDARY 6 - - .c. ROOF SHEATHING - ANCHOR TO TOP 0 - - j 8' IN 24 "o W / 8" MIN. EMBED. SEE SCHED -� PLATE W/ (1) NAILING -SEE SCHEDULE _ -8" DEEP BOND BEAM , 1 FOLLOW RAKE AS REO'D A M7A 3x8 TOP PLATE W/ 3/4°0 BOUNDARY NAILING - ANCHOR BOLTS 0 24 "o.c. SEE SCHED -- � 3x FULL HEIGHT BLOCKING .' MIN 8" EMBEDMENT MASONRY WALL V ATLAS BRICK WALL �- x SEESCHEDULE ALL SEE PLAN GLB SEE PLAN / --- SIMPSON LTP4 AT 12 "o c. 3 FULL HEIG HT i / 2 4 \ BLOCKING - - - -- / 2 �- 3/4'x x26" KNIFE - SIMPSON LTP4 8 IN � _ � W/ (4) 3/4' "0 THRU -BOLTS - �� - 0 EACH BLOCK �� / / / I SEE K/5507 FOR OPPOSITE ENO OF BRACE `- 3/4 "x8 %6 3/4" BEARING PL 2x6'5 AT 24" O.C. - - - -- PROOF 3z TOP PLATE - --`}- 1 2r ROOF TRUSS -SEE PLAN DOUBLE SONG LATE BEAM SHEATHING W/ 3/4 ° 0 A B �-- ! W/ MIN 8" 8" MIN ANCHOR TRUSS TO TOP BELOW TOP P - - -- Y '�-� A EQUAL (W/ 10d NAILS T AT - - - EMBEDMENT `.�_,�.. PLATE W/ (1) TRUSS 2x8 BRACE OCCURS 0 GRIDS D AND E SIMPS H2.5A A N TRUSS AND ` ` ONLY. CONNECT 70 LEDGER W/ SIMPSON USE 2 � SINGLE PS ($2b) S TRU A35 ONE EACH 3/4 -r -,t-3 7/8' EQUAL ( (W/ N6tl NA OR \ BEND TAB OF A35 DOWN E OF TRUSS TO TOP PLATE HGAtO OR SIMILAR PRODUCT. DO 2 OUT K -- - ONTO SIDE OF TOP PLATE. W -BEAM -SEE PLAN - - -- 2 10 LEDGER W/ 5/8 "0 EPDXY BOLTS 0 x 6 7/16 \ 24 "o.c. MIN 5" EMBED. USE L2x2x1 /4x3" FOR WASHERS ON OUTLOOKER -}- - - --" SIMPSON CS20 STRAP -- -DOUBLE BOND BEAM / 2x6 BLOCKIING - - -- � BETWEEN TRUSSES BELOW 70P PLATE / LEDGER OCCURS 0 GRIDS 0 AND E ONLY EXTEND 10' -0" FROM SECTION A -A LE DO E SE - END WALL \ -ATLAS BRICK WALL - \ - - 5 80x32" DBA SPACING TO SEE SCHEDULE - RAFTER MATCH WALL VERTICAL REINF. SPACING DETAIL DETAIL DETAIL DETAIL E t. G 1 .. = 1. 0" t. F 1 _ t /2 " = V -0" 3/4" = 1' -0" ` H 3/4" = V -0" 10d 0 Co.,. INTO BLOCKING NAIL 2x8 TO BI W/ MIN (6) 16, )CKING EACH SIDE OF CTION, W/ CS14 COIL S. EXTEND 6' BOTH IONS FROM CONNECTION TOP CHORD (TRAPS 0 EACH RUSS 04 EADER JOIST )E OF ANGLES SPREADER IDER MIN (3) HEIGHT BLOCKING AND :AP - SEE ABOVE H6 TRI ICC I - „`1 D ETA( L BOTTOM FLANGE OFF r- MASONRY WALL - W -BEAM -SEE PLANS SEE PLAN 3/4 "x7 1/2 °x13 "PL / \ W/ DBA s - -' \ -JAMB REINFORCING -SEE DETAIL -(3) 1/70x24' DBA SECTION A -A GROUT CELLS W /DBA's SOLID 5/8 "4 j ATTA( FLAN( a 0 8'c W -BEnm a �o Q DETAIL 3/8 °x4'.9° PL W/ (3 3/4 "0 THRU -BOLTS SLOT HOLES IN PLATE HORIZONTALLY A 3. BLOCKING EACH SIDE OF CONNECTION, W/ CS14 COIL STRAPS. EXTEND 6' BOTH DIRECTIONS FROM CONNECTION POINT. (2) HE STRAPS 0 EACH 3x8 0 TRUSS 3x8 SPREADER JOIST EA" "" OF EXTEND SP DER .701ST UNDE MIN (5) TRUSSES. PLYWOOD SPACER - SECTION A I k- GLU -LAM BEAM 7 -SEE PUN WOOD POST / CONNECT 7 1/2 MASONRY BELOW W/ SIMPSON AB( 1/4" x REQ'D STEEL SADDLE W/ (8) 3/4" 0 THRU- BOLT - - -- M DETAIL 3/4" = 1 . -0 " 10.1 k..I \ h.' ­ SIMPSON TRUSS t /4° BENT PL W/ 3/8 "x6.0' -6 SKEWED TAB W/ 3/4 "0 BOLT ©, DETAIL (2) ROWS 10d 3. TOP PLATE W/ ROOF SHEATHING--\ NAILS 0 4" o.c.- 1 3/4" 0 A.B- 0 j 24" o.c. MIN 8" \ j EMBEDMENT ROOF JOIST SEE PLAN i I HANGER SIMPS LUS26 SIMPSON JB28j S JOIST EE PLAN - / HANGE - -- .Iii TOP FLANGE S — \� HANGER -� —V -ROOF GIRDER TRUSS -SEE PLAN \ --MASONRY WALL - SEE PLAN R DETAIL S DETAIL BOUNDARY NAILING - SEE SCHEDULE - - - - 2 x FULL HIGHT BLOCKING BETWEEN JOISTS SIMPSON A35 0 fA L -- ANCHOR JOIST TO TOP PLATE W/ (2) SIMPSON A35 ANCHORS > EACH SIDE OF JOIST. BEND TAE r OF A35 DOWN ONTO SIDE OF/ TOP PLATE. — 3x OR PA WJ 3`4'0 x 17 A.B. p5 24" DBA 0 24' cc BOUNDARY NAILING -- W -BEAM -SEE PLAN -- Structural Consultants ROOF SHEATHING - 1594 W Palk Cirde OBdM UT 84464 '/- SEE SCHEDULE 807.782.6008 -Paz 801.7824656 / -- BOUNDARY DATED ORIGINAL SIGNED NAILING -SEE BY BRENT WHITE ON FILE SCHEDULE AT NIELSON BODILY 8 ASSOCIATES. ANCHOR JOIST TO H6 - WRAP UASI PSON - - TA BLOCK ING Stamps: AROUND BOTTOM OF 1? -NAIL JOIST TO TOP PL. to N A A F TOP ATE - W/ (4) 16d NAILS 4 9 s O t8 TE 4 'Q AILSHA ED 1, �� a t TOP 6d NAILS 0 W 2 RO OF R ° E 711111114 711111114 �%} /. GG - �( I y LA BLOCKING -,- - -.MW- 3x8 TOP PLATE 0 4 'o.c V-18 r 0 , TACGERE / B" SIM ON LTP4 ". MN 8' EMBEDMENT 'o.c.ti ° i� Crg 4KEN➢ l -iN� i --- ATLAS BRICK WALL - i SEE SCHEDULE DETAIL L ANCHOR BOLTS Wf MIN / GROUT CELLS SOLID EMBEDMENT � WHERE ANCHOR 3" 3" BOLTS OCCUR -� _ 41 pT ROOF SHEATHING AE - 0 - SEE SCHEDULE - - - — 7/16 T7 -_— MASONRY WALL - � - -- - ----- -- - - -- q SEE PLAN SEE PLAN 1, 3/4 3/4`4 KNIFE PL W/ (4) 3/4 "0 THRU -BOLTS J I 3/4 "x8'x6 3/4" BEARING PL -ROOF JOUST / \ SEE PLAN i A, DD SIMPSON JOIST HANGER L1126 OR UAL -- ' HIT IIEJO� \ - - ROOF GIRDER TRUSS , 1 1f2 " -% ' $EE PLAN 7/16 8' SECTION A -A 0 ND ETAIL DETAIL J SEE M /S508 S N CS20 TRAP Sol Architect 7 Engineer. / AND U T mm c cs 2x10 JOIST 0 16 ° o c WTLOOKER - - -- 2 BOUNDARY NAILING -SEE SCHEDULE GLU -LAM OR LVI_ BEAM - SEE PLAN- 2" 2" TIP. 4 - 1/0. r -SEE SCHED. * . E ARCH, ^� b SHAPED 3x4 BLOCK 8' ATLAS BRICK RENFORONG '�- 6" ox. STAGGERED / / -SEE SCHED W/ g 5 0 24" o.c. 24 BARS ADN 0 24" - 3. TOP PLATE W 3/4 "0 x 12" A.B/ BEETWEEEN JOISTS \ BETWEEN JOISTS OUTLOOKER -SEE PLAN (2) g4 ac, HORIZONTAL BARS. ----_ - 0 24" o.c. EXTEND 10' -0" I} '/ - N 2.4 BLOCK SHAPED BLOCK TO MATCH - WALL -SEE 0 EA. OUTLOOKER -, FLANGE OF BEAM CONNECT BETWEEN JOISTS \ v / TO BEAN NEB W/ 5/9 THRU -- ASx DBA 0 24' o.c —2x FULL HEIGHT BLOCKING BOLTS 0 16' ac. STAGGERED - -\ -- PL 1/4" x 10" x 1' -0" EACH SIDE -GLU -LAM OR LVL BETWEEN EACH JOIST 16d NAIL / W/ (4) 3/4 /� THRU BOLTS -/ / �� BEAM -SEE PLAN PL 112" 1/2" X 12" x BEAM WIDTH + 1 1/8" - . MIN Y SIMPSON H25 TS COLUMN 2" MIN. I -JOIST - -� 0 EA. OU' ERA "o ANCHOR 0 24 c. BOLTS 1 SEE PLAN / MIN 8' EMBEDMENT. - W -BEAM -SEE PLAN x16" LVL 0 SIDE OE 3/4 AST 1 ATLAS BRICK Rte_, S G 2 " 4 " - — GLU -LAM OR LVL -/ WALL -SEE SCHED\ -SEE ARCH " BEAM - SEE PLAN O CONNECTION -SEE C /S507. NEB STIFFENER FOLLOW RAKE AS REGO - -PL 1/2' x 6' x BEAM WIDTH + 1 1/8'. PL 1/4' X 6" x ' -10" FABRICATOR NOTE: EACH SIDE / 1/2" PROVIDE BEAM WDTH + 1 /8 "f„ GLU -LAM BEAM W/ (2) 3/4'0 / CLEARANCE BETWEEN SIDE PL's 4 O F -SEE PLAN THRU BOLTS - TS COLUMN 1/4 SEE PLAN p DE TAIL I -JOIST - SEE PLAN GROUT CELLS LID - \ / W/ (12) SIMPSON A35 ONE EACH SIDE WHERE ANCHO - ._.______ -.- ,., ' .. BOLTS OCCUR - 3 r 4y- -- . -- OF OUTLOOKER BEND TAB OF A35 DOWN _- _ NT SIDE OF TOP PLAT . - -ROOF SHEATHING - 8 ". SEE SCHEDULE TRUSS RODE - i ._. _. �.,-� l i T A - - -3x TOP PLATE W/ 3/4'0 A.B. SEE PLAN /� �--ROOF BOUNDARY 6 - - .c. ROOF SHEATHING - ANCHOR TO TOP 0 - - j 8' IN 24 "o W / 8" MIN. EMBED. SEE SCHED -� PLATE W/ (1) NAILING -SEE SCHEDULE _ -8" DEEP BOND BEAM , 1 FOLLOW RAKE AS REO'D A M7A 3x8 TOP PLATE W/ 3/4°0 BOUNDARY NAILING - ANCHOR BOLTS 0 24 "o.c. SEE SCHED -- � 3x FULL HEIGHT BLOCKING .' MIN 8" EMBEDMENT MASONRY WALL V ATLAS BRICK WALL �- x SEESCHEDULE ALL SEE PLAN GLB SEE PLAN / --- SIMPSON LTP4 AT 12 "o c. 3 FULL HEIG HT i / 2 4 \ BLOCKING - - - -- / 2 �- 3/4'x x26" KNIFE - SIMPSON LTP4 8 IN � _ � W/ (4) 3/4' "0 THRU -BOLTS - �� - 0 EACH BLOCK �� / / / I SEE K/5507 FOR OPPOSITE ENO OF BRACE `- 3/4 "x8 %6 3/4" BEARING PL 2x6'5 AT 24" O.C. - - - -- PROOF 3z TOP PLATE - --`}- 1 2r ROOF TRUSS -SEE PLAN DOUBLE SONG LATE BEAM SHEATHING W/ 3/4 ° 0 A B �-- ! W/ MIN 8" 8" MIN ANCHOR TRUSS TO TOP BELOW TOP P - - -- Y '�-� A EQUAL (W/ 10d NAILS T AT - - - EMBEDMENT `.�_,�.. PLATE W/ (1) TRUSS 2x8 BRACE OCCURS 0 GRIDS D AND E SIMPS H2.5A A N TRUSS AND ` ` ONLY. CONNECT 70 LEDGER W/ SIMPSON USE 2 � SINGLE PS ($2b) S TRU A35 ONE EACH 3/4 -r -,t-3 7/8' EQUAL ( (W/ N6tl NA OR \ BEND TAB OF A35 DOWN E OF TRUSS TO TOP PLATE HGAtO OR SIMILAR PRODUCT. DO 2 OUT K -- - ONTO SIDE OF TOP PLATE. W -BEAM -SEE PLAN - - -- 2 10 LEDGER W/ 5/8 "0 EPDXY BOLTS 0 x 6 7/16 \ 24 "o.c. MIN 5" EMBED. USE L2x2x1 /4x3" FOR WASHERS ON OUTLOOKER -}- - - --" SIMPSON CS20 STRAP -- -DOUBLE BOND BEAM / 2x6 BLOCKIING - - -- � BETWEEN TRUSSES BELOW 70P PLATE / LEDGER OCCURS 0 GRIDS 0 AND E ONLY EXTEND 10' -0" FROM SECTION A -A LE DO E SE - END WALL \ -ATLAS BRICK WALL - \ - - 5 80x32" DBA SPACING TO SEE SCHEDULE - RAFTER MATCH WALL VERTICAL REINF. SPACING DETAIL DETAIL DETAIL DETAIL E t. G 1 .. = 1. 0" t. F 1 _ t /2 " = V -0" 3/4" = 1' -0" ` H 3/4" = V -0" 10d 0 Co.,. INTO BLOCKING NAIL 2x8 TO BI W/ MIN (6) 16, )CKING EACH SIDE OF CTION, W/ CS14 COIL S. EXTEND 6' BOTH IONS FROM CONNECTION TOP CHORD (TRAPS 0 EACH RUSS 04 EADER JOIST )E OF ANGLES SPREADER IDER MIN (3) HEIGHT BLOCKING AND :AP - SEE ABOVE H6 TRI ICC I - „`1 D ETA( L BOTTOM FLANGE OFF r- MASONRY WALL - W -BEAM -SEE PLANS SEE PLAN 3/4 "x7 1/2 °x13 "PL / \ W/ DBA s - -' \ -JAMB REINFORCING -SEE DETAIL -(3) 1/70x24' DBA SECTION A -A GROUT CELLS W /DBA's SOLID 5/8 "4 j ATTA( FLAN( a 0 8'c W -BEnm a �o Q DETAIL 3/8 °x4'.9° PL W/ (3 3/4 "0 THRU -BOLTS SLOT HOLES IN PLATE HORIZONTALLY A 3. BLOCKING EACH SIDE OF CONNECTION, W/ CS14 COIL STRAPS. EXTEND 6' BOTH DIRECTIONS FROM CONNECTION POINT. (2) HE STRAPS 0 EACH 3x8 0 TRUSS 3x8 SPREADER JOIST EA" "" OF EXTEND SP DER .701ST UNDE MIN (5) TRUSSES. PLYWOOD SPACER - SECTION A I k- GLU -LAM BEAM 7 -SEE PUN WOOD POST / CONNECT 7 1/2 MASONRY BELOW W/ SIMPSON AB( 1/4" x REQ'D STEEL SADDLE W/ (8) 3/4" 0 THRU- BOLT - - -- M DETAIL 3/4" = 1 . -0 " 10.1 k..I \ h.' ­ SIMPSON TRUSS t /4° BENT PL W/ 3/8 "x6.0' -6 SKEWED TAB W/ 3/4 "0 BOLT ©, DETAIL (2) ROWS 10d 3. TOP PLATE W/ ROOF SHEATHING--\ NAILS 0 4" o.c.- 1 3/4" 0 A.B- 0 j 24" o.c. MIN 8" \ j EMBEDMENT ROOF JOIST SEE PLAN i I HANGER SIMPS LUS26 SIMPSON JB28j S JOIST EE PLAN - / HANGE - -- .Iii TOP FLANGE S — \� HANGER -� —V -ROOF GIRDER TRUSS -SEE PLAN \ --MASONRY WALL - SEE PLAN R DETAIL S DETAIL BOUNDARY NAILING - SEE SCHEDULE - - - - 2 x FULL HIGHT BLOCKING BETWEEN JOISTS SIMPSON A35 0 fA L -- ANCHOR JOIST TO TOP PLATE W/ (2) SIMPSON A35 ANCHORS > EACH SIDE OF JOIST. BEND TAE r OF A35 DOWN ONTO SIDE OF/ TOP PLATE. — 3x OR PA WJ 3`4'0 x 17 A.B. p5 24" DBA 0 24' cc BOUNDARY NAILING -- W -BEAM -SEE PLAN -- Structural Consultants ROOF SHEATHING - 1594 W Palk Cirde OBdM UT 84464 '/- SEE SCHEDULE 807.782.6008 -Paz 801.7824656 / -- BOUNDARY DATED ORIGINAL SIGNED NAILING -SEE BY BRENT WHITE ON FILE SCHEDULE AT NIELSON BODILY 8 ASSOCIATES. ANCHOR JOIST TO H6 - WRAP UASI PSON - - TA BLOCK ING Stamps: AROUND BOTTOM OF 1? -NAIL JOIST TO TOP PL. to N A A F TOP ATE - W/ (4) 16d NAILS 4 9 s O t8 TE 4 'Q AILSHA ED 1, �� a t TOP 6d NAILS 0 W 2 RO OF R ° E 711111114 711111114 �%} /. GG - �( I y LA BLOCKING -,- - -.MW- 3x8 TOP PLATE 0 4 'o.c V-18 r 0 , TACGERE / B" SIM ON LTP4 ". MN 8' EMBEDMENT 'o.c.ti ° i� Crg 4KEN➢ l -iN� i --- ATLAS BRICK WALL - i SEE SCHEDULE DETAIL L ANCHOR BOLTS Wf MIN / GROUT CELLS SOLID EMBEDMENT � WHERE ANCHOR 3" 3" BOLTS OCCUR -� _ 41 pT ROOF SHEATHING AE - 0 - SEE SCHEDULE - - - — 7/16 T7 -_— MASONRY WALL - � - -- - ----- -- - - -- q SEE PLAN SEE PLAN 1, 3/4 3/4`4 KNIFE PL W/ (4) 3/4 "0 THRU -BOLTS J I 3/4 "x8'x6 3/4" BEARING PL -ROOF JOUST / \ SEE PLAN i A, DD SIMPSON JOIST HANGER L1126 OR UAL -- ' HIT IIEJO� \ - - ROOF GIRDER TRUSS , 1 1f2 " -% ' $EE PLAN 7/16 8' SECTION A -A 0 ND ETAIL DETAIL �TL TAI L j 3/8' - V -0 " ✓'TAI L l.J 3/4" = 1' -0" W W F_ CC Z to W °o U Lu Y °° a C( � o to w O i W z m ° Z, 0I W w O Z W 1 111 '. W p! U ai I r1 I D I , i � o i Project Number __. -_ ._. _ I_ _ - - Plan Serles. BWARD -05-01 Property 595 -9995 Sheet TiBe: ROOF FRAMING DETAILS Sheet: 5507 A C516 x CONT STRAP - -� TRUSS TOP CHORD \- 2x4 FLAT BLOCKING OR ROOF JOIST � UNDER STRAP SIMPSON M 3.56/11 FACE MOUNT HANGER / OR EQUAL (MIN. HANGER CAPACITY = 14001b DOWN = 200tb UPLIFT) J SEE M /S508 S N CS20 TRAP Sol / AND 2x10 JOIST 0 16 ° o c WTLOOKER - - -- 2 /- BOUNDARY NAILING SHAPED 2x4 CONT BLOCK -SEE SCHED. . E ARCH, x \\ 2) ROWS. 16d NAILS /� -ROOF SHEATHING 8' ATLAS BRICK RENFORONG ' -- 6" ox. STAGGERED / / -SEE SCHED W/ g 5 0 24" o.c. 24 BARS ADN 0 24" - 3. TOP PLATE W 3/4 "0 x 12" A.B/ BEETWEEEN JOISTS \ / NAILS OPPOSITE SIDE i OUTLOOKER -SEE PLAN (2) g4 ac, HORIZONTAL BARS. ----_ - 0 24" o.c. EXTEND 10' -0" I} '/ - - -- ATLAS BRICK INTO DIAPHRAGM SHAPED BLOCK TO MATCH - WALL -SEE 0 EA. OUTLOOKER -, FLANGE OF BEAM CONNECT - WALL SCHED \ v / TO BEAN NEB W/ 5/9 THRU -- ASx DBA 0 24' o.c —2x FULL HEIGHT BLOCKING BOLTS 0 16' ac. STAGGERED - -\ -- (1) ROW MPSOkI LUS26 1 BETWEEN EACH JOIST 16d NAIL / OR EDAL TURN EVERY THIRD BLOCKING - . MIN Y SIMPSON H25 3x TOP PLATE W// 3 4' 1 2" MIN. I -JOIST - -� 0 EA. OU' ERA "o ANCHOR 0 24 c. BOLTS 1 / MIN 8' EMBEDMENT. - W -BEAM -SEE PLAN x16" LVL 0 SIDE OE 3/4 AST 1 ATLAS BRICK _ RhGG2�2S L 1- I- JOIST CONNECT LVL -/ WALL -SEE SCHED\ -SEE ARCH TO RIDGE BEAM W/ MIN 3.56 /11 SIM TO -JOIST \-8" DEEP BOND BEAM CONNECTION -SEE C /S507. FOLLOW RAKE AS REGO �TL TAI L j 3/8' - V -0 " ✓'TAI L l.J 3/4" = 1' -0" W W F_ CC Z to W °o U Lu Y °° a C( � o to w O i W z m ° Z, 0I W w O Z W 1 111 '. W p! U ai I r1 I D I , i � o i Project Number __. -_ ._. _ I_ _ - - Plan Serles. BWARD -05-01 Property 595 -9995 Sheet TiBe: ROOF FRAMING DETAILS Sheet: 5507 A C516 x CONT STRAP - -� TRUSS TOP CHORD \- 2x4 FLAT BLOCKING OR ROOF JOIST � UNDER STRAP SIMPSON M 3.56/11 FACE MOUNT HANGER / OR EQUAL (MIN. HANGER CAPACITY = 14001b DOWN = 200tb UPLIFT) x 32" DOWEL WELD TO TOP OF BEAM MATCH WALL VERT. REINF. SPACING - 7 ATLAS BRICK REINF, ROOF DECK -SEE SCHED q5 O 24'O.C. VERT. BARS D (2) //4 O 24 "o.c, SIMPSON CS16 ABOVE RI2. BARS NAILER PLATE - - - -� OF DECK SEE SCHEDULE SHAPED 3x6 PLATE ANCHOR TO W -BEAM W/ 1/2 "0 THREADED -STI O 24" o.c. COUNTER -SIN STUDS IN PLATE - - - - - -- r �- -- -ROOF TRUSS SEE PLAN ii LOCATE TRUSS ADJACENT W BEAM - TO W BEAM SEE PLAN T -4 TRUSS SEE PLAN T -3 TRUSS -SEE PLAN BEAM - SEE PLAN - BEAM IS A W BEAM STEEPLE "BROKEN -BACK" BEAM - SLOPE IS SUPPORT -SEE PLAN TO MATCH ROOF SLOPE - -W -BEAM -SEE PLAN W BEAM - SLOPE BEAM AS REQ'D TO ACHENE REO'D CLEARANCE SHOWN / 4AIL o DETAIL OPENING FOR OVERBUILD VENTING. OPENINGS CANNOT BE LOCATED WITHIN 8' -0" OF EDGE OF ROOF OR 6' -0" OF ANOTHER OPENING ' ROOF DECH WEB STIFFE nDETAIL �- 1^ = 1'_0" FIT BEAM SNUG AGAINST POST- - - - --� BEVEL BEAM END AS REO'D TYP ALL BEAMS O STEEEPLE \ \ \� HIS 8x4x5/16 BEAM / UNDER STEEPLE BAS1' 3/4 "x6 "x0' -10" PLATE W/ (4) 3/4 "0 THRU BOLTS ��1 1/2"-fl \ � 1 PLACE BEAM LOWER SUPPORT BEAM / NO COPED REQ'D THAN J IB\ / \ t W -BEAM -SEE PLAN 1/4 / 3/8 "x9" PL W/ / (3) 1 "0 THRU -BOLTS U DETAIL BOND BEAM BEL INE , N n ROOF BEARING LINE --\ � �, IN THE SAME JOIST /TRUSS SPACE C k c j ­5 DETAIL____ 12" 4.5" W -BEAM - SEE PLAN - - -� BOTH ANGLES ON EACH SIDE OF BEAM WEB 1/4 BOTH ANGLES ON EACH SIDE OF BEAM WEB 1 / 4 Q SDETAIL rl 3/4 = V -O" ATLAS BRICK WALL - SEE PLAN (2) L 4" x 4" x 3/8" x 1' -3" ON EACH SIDE OF THE BEAM i C12 x 20.7 x V -4" W (6) 3/4 "0 HSA " 4" 8" 4' BHANNEEAM BELOW ` - - ROOF DECK - SEE SCHED. — 'i - SIPSON LUS26 O EACH END OF HEADER DETAIL V 3/4" = V -0" WEB STIFFENER - -ROOF SHEATHING - r SEE SCHEDULE -- -BOUNDARY NAILING -SEE \\ SCHEDULE 20 GA. 3 x 3 BENT PL. W/ i0d NAILS O 4 "o.c. INTO EACH BLOCK 2 x 10 ROOF JOIST it O 16 "o.c. - � ATLAS BRICK WALL - SEE PLAN I -JOIST �\ HIS 4x4x5/16 POST SEE PLAN - - -' 2 1 /2 ".REO'D O EA. CORNER OF CONC. FLOOR SLAB BLOCKING = STEEPLE FRAME OVER METAL DICK— \ SIMPSON HS STRAP O EA. JOIST — VARIES BEAM SLOPES (/4 DOWLES O 24" o.c - - %� � G SIMPSON LTP4 24" / /4 6 24" W -BEAM -SEE PLAN BOUNDARY NAILING ROOF SHEATHING - SEE SCHEDULE I -JOIST - SEE PLAN \ - WEB STIFFENER -; - SIMPSON LUT416 a - - -3" x 16" PSL LEDGER 5 W/ 3/4 "0 x 6" EMBODIMENT ANCHORS O 16" o.c. E STAGGERED AS SHOWN n R DETAIL__ An 2x4 FLAT BLOCKING 12" BETWEEN JOISTS NAIL TJI TO TOP PL. 8 �- - -- -ROOF DECK - SEE SCHEDULE W/ (4) 1Ed NAILS _.. -_..- -NAIL SHAPED PLATES 3x8 TOP PLATE W/ 3�/4 "O ­—NAILER PLATE SEE B /S508 ANCHOR BOLTS O 24 o.c. OF 16d NAILS O 6" o.c. ­ (2) L 4" x 4" x 3/8" x V -3" STAGGERED. CS x 13.75 x 0' -8" O 6'- 0 "o.c. ON EACH SIDE OF THE BEAM W/ (2) 3/4 "0 x 5" HSA INTO WALL ABOVE ­—C12 x 203 x i' -4" ° 0 SPACING TO MATCH SEE SCHEDULE W (6) 3/4 HSA W -BEAM - SEE PLAN - -- REINFORCING SPACEING SEE PLAN M2 BOTH ANGLES 4" B. 4" ON EACH SIDE OF BEAM WEB 1/4 --BOND BEAM BELOW CHANNEL / r BOTH ANGLES ON EACH SIDE OF BEAM WEB 1 / 4 (' � njj - C k c j ­5 DETAIL____ 12" 4.5" W -BEAM - SEE PLAN - - -� BOTH ANGLES ON EACH SIDE OF BEAM WEB 1/4 BOTH ANGLES ON EACH SIDE OF BEAM WEB 1 / 4 Q SDETAIL rl 3/4 = V -O" ATLAS BRICK WALL - SEE PLAN (2) L 4" x 4" x 3/8" x 1' -3" ON EACH SIDE OF THE BEAM i C12 x 20.7 x V -4" W (6) 3/4 "0 HSA " 4" 8" 4' BHANNEEAM BELOW ` - - ROOF DECK - SEE SCHED. — 'i - SIPSON LUS26 O EACH END OF HEADER DETAIL V 3/4" = V -0" WEB STIFFENER - -ROOF SHEATHING - r SEE SCHEDULE -- -BOUNDARY NAILING -SEE \\ SCHEDULE 20 GA. 3 x 3 BENT PL. W/ i0d NAILS O 4 "o.c. INTO EACH BLOCK 2 x 10 ROOF JOIST it O 16 "o.c. - � ATLAS BRICK WALL - SEE PLAN I -JOIST �\ HIS 4x4x5/16 POST SEE PLAN - - -' 2 1 /2 ".REO'D O EA. CORNER OF CONC. FLOOR SLAB BLOCKING = STEEPLE FRAME OVER METAL DICK— \ SIMPSON HS STRAP O EA. JOIST — VARIES BEAM SLOPES (/4 DOWLES O 24" o.c - - %� � G SIMPSON LTP4 24" / /4 6 24" W -BEAM -SEE PLAN BOUNDARY NAILING ROOF SHEATHING - SEE SCHEDULE I -JOIST - SEE PLAN \ - WEB STIFFENER -; - SIMPSON LUT416 a - - -3" x 16" PSL LEDGER 5 W/ 3/4 "0 x 6" EMBODIMENT ANCHORS O 16" o.c. E STAGGERED AS SHOWN n R DETAIL__ An 2x4 FLAT BLOCKING � ✓. -.��� BETWEEN JOISTS NAIL TJI TO TOP PL. W/ (4) 1Ed NAILS _.. -_..- -NAIL SHAPED PLATES 3x8 TOP PLATE W/ 3�/4 "O TOGETHER W /(2) ROWS ANCHOR BOLTS O 24 o.c. OF 16d NAILS O 6" o.c. MIN 8" EMBEDMENT STAGGERED. CS x 13.75 x 0' -8" O 6'- 0 "o.c. W/ 5/8 "0 x 32" DBA W/ (2) 3/4 "0 x 5" HSA INTO WALL ABOVE ATLAS BRICK WALL - SPACING TO MATCH SEE SCHEDULE WALL VERTICAL M DETAIL i X ATLAS BRICK WALL - BON BEA BELOW - LVL BEAM - SEE PLAN ROOF \ SIMPSON HUC410 HANGER. ATTACH TO �\ WALL W/ TITEN SCREWS SEE MANUF. PECIFICATIONI FOR MASONRY APPLICATION �\ ATL BR WA `--BOND BEAM BELOW ROOF LINE DETAIL N0T US 5/8 "0x32" DBA O WALL RUNE SPACING - ATLAS BRICK \ D \ STEEL STRAP \ -SEE U/S508 \ B A \ NAILING - - --- -- ANGLE TO 2x4 FLAT BLOCKING 1/4 3 -12 CHANNEL EMBED BETWEEN JOISTS \ \ \\ i SIMPSON HU410— / r- CONCRETE SLAB ON ROOF SHEATHING �� / DECK -SEE FLOOR NOTES -SEE SCHED - - L6x6x5 /16xCONT ANGLE /_ i/q 3_1P CHANNEL L EMBED WEB STIFFENER —' '—C8xt 1.5x8" O 6' -D" o.c 1 -JOIST -SEE PLAN \\ -SEE DETAIL U /5508 FOR INFO. Ai \ w- -1 - 16 Exi ,,DETAIL 3/4" = V -0" ATLAS BRICK / O O O O ABOVE BEAM - / O O O O SEE WALL SCHED.-- O O O O 3/8 x 9 x REO'D PL. t t /2 "J 3" 3" 3" 3° L1 1/2 / W /(12) 3/4'0 THRU -BOLTS _ 1/2" / 3/4" x 10" x V -2" �L - -W BEAM - SEE PLAN BEARING PLATE i 1 1/2 " W/ 5/8 "0 x 32" DBA W /(4) 5/8' 0 INTO WALL ABOVE THRU -BOLTS SPACING TO MATCH WALL VERTICAL HSS COLUMN - REINFORCING SPACEING SEE PLAN M2 p DETAIL l / A35 O NAILING - SEE SCHEDULE -- - EACH BLOCK 2x FULL HEIGHT BLOCK-� / - (2) TOP PLATE OVERBUILD JOISTS SEE ROOF NOTES ON SHEET S104. TOE NAIL TO TOP PL. W/ (3) 10d NAILS 2 x 6 O 16 "o.c. STUDS TYP. O EA. PONY WALL----- - 1/2"0 THRU -BOLTS O 16'Vc.- 2 x 6 SILL PLATE --_ ROOF SHEATHING SEE SCHEDULE—, nDETAIL (1 1 -3/4" x 18" x CONT. LVL A TACH TO TRUSS CHORDS W/ SIMPSON TS9 — -- -- _ - -- 2 x 4 'BRACE' O 6'- O'o.c. - ATTACH TO TRUSS BOTTOM / CHORD AND BLOCK W/ (4) 16d NAILS —� 2 x 6 BLOCK O BRACE LOCATIONS ATTACH TO WOOD HEA W/ (4) SIMPSON A34 - P DETAIL _ ATLAS WALL (2) 16d NAILS O EACH STUD 2 x 6 DIAGONAL BRACE O EACH WALL TALLER THAN 3' -0" (2) ROWS OF 16d NAILS O 6' -0" ROOF TRUSS TOP CHORD 2. 6 BLOCK BETWEEN TRUSSES E ARCH FOR SPACING -0" MAX.) 3 1 TRUSS BOTTOM CHORD WOOD HEADER FOR PARTITION DOOR 5/8" 0 x32" DBA O WA RG 3 "x3" CONT 20 GA STRAP Q ANCHOR TO WALL W/ 1 /4 "xt - 1/2" TITEN SCREW ANCHOR O 3" o.c. NAIL ROOF B HENTHING. W/ 10d O 4" 2x4 FLAT BLOCKING BETWEEN JOISTS WEB STIFFENER ROOF SHEATHING [-JOIST -SEE PLAN W -BEAM — SIMPSON HU410 -SEE PLAN-- -- SHAPED 3x12xCONT PSL ANCHOR TO W -BEAM W/ 3/4 "0 THRU BOLTS O 16' o.c. STAGGERED AS SHOWN DETAIL 3/4" = 1' -0 0 9 (2) LVL BEAM O ROOF DECK - \ EDGE OF OPENING SEE SCHEDULE TJI -SEE PLAN A MIU 3.56/11 SIMPPON FACE MOUNT HANGER 2 EACH END Architect I Eogirreer. o 'w" m O o � k c °o O ; DE 3 /4" _ CONNECT 3x SHAPED -- BLOCK TO TOP PLATE W /(2) ROWS OF 16d NAILS O 6" o.c. STAGGERED. -- - --- - TJI JOIST -SEE PLAN -�" 3x8. CONT PL HSS 8x8x5 /16xCONT WEDGED HEADER W/ 1/2" DIA. THREADED STUDS O 32 "o.c.- HSS 3x8x5/16 POST O EACH END OF OPENING 1/4 FOR LOUVERS AND O THIRD POINTS ALONG LENGTH OF OPENING. AT END POST WELD (2) 1/2 'Ox32' OBA's TO POST TO EXTEND INTO ATLAS BRICK O BOND BEAM ELEVATIONS, BEND AS ROOF SHEATHING - SEE SCHEDULE (4) 5/8 "0 x 32" DBA STAGGERED DBA'S AS REQ'D RE FOR CORNERS. - - -- 1/4 1 /2"x7 "x12" PL W/ / ATLAS WALL (2) 3/4 "x8" HSA —� SEE PLAN DETAIL n 3/4' 1' -0" An SEE DETAIL \ {{ CONNECTION 1 \ L - ATLAS WALL ANGLE WFO 1/2 "x8 "x8 "x20" BENT PLATE W/ DBA AS SHOWN C/S FOR W -BEAM -SEE PLAN- „nDETAIL 3/4" V -0" BOUNDARY NAILING - - - - -\ j 2x FULL HEIGHT BLOCKI W/ SIMPSON A35 O EA BLOCK — - -- 1/2 WALL SHEATHING WHEN WALL OCCURS ABOVE BLOCKING-- - 2 x 4 O 16 "o.c. STUDS 2 x 6 SILL PLATE ROOF SHEATHING SEE SCHEDULE BOUNDARY NAILING -SEE SCHEDULE TJI BLOCKING NAIL I- JOISTS TO TOP OF PLATE W /(4) 16D NAILS ROOF SHEATHING SEE SCHED. OVERBUILD JOIST FRAMING SEE ROOF NOTES SIMPSON H2.5 O EACH JOIST DOUBLE TOP PL. 16d NAILS O 6 "o.c. W/ BLOCKING BELOW WHEN BLOCKING OCCURS ROOF TRUSS TOP CHORD OR TJI JOIST 2x BLOCK WHERE OCCURS ,nDETAIL �/ 3/4" = V -0" L.L W W LLI U F_oD W ~ oD L Y �_ M 4- g Lu W O j W w O m 0 w ° z i WI p I I '. 1 � J Protect Number: BWARD - 05 - 01 Property Number 595 -9995 street Time: ROOF FRAMING DETAILS �S508 p 0 Structural Consultants 1594 W Park Ord, Ogden, UT 84401 801.782.6808 - Fax 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY 8 ASSOCIATES. Stamps:._ Y�1li� TABLES OF EQUIVALENT FASTENERS, STAPLES, NAILS, AND T -NAILS (VALID FOR LATERAL LOAD ONLY) COMMON SPACING EOUIV. SPACING OF APPR'D FASTENER STAPLES NAILS T -NAILS EXTERIOR CONCRETE (EXPOSED TO FREEZING) 4 Architect / Engineer 16 15 14 113 131 3,000 P.S.I. MIX TYPE i ­11- NOTE: CONCRETE STRENGTH USED IN DESIGN IS 2500 P.S.I. REINFORCING B PROVIDE 1" OF m MINIMUM BEARING OF 6" EACH SIDE OF OPENING. USE THIS SCHEDULE UNLESS NOTED OTHERWISE. 5" 4" 5" 6" 5" 6" 7" 6" 7 1/2" (SEE LAP SPLICE SCHEDULE r m� 6 1 J2" 8" 9 1/2" 8" 10" 10" B t/2" 10" 12 10" 12" 2. DO NOT WELD REINFORCING EXCEPT AS NOTED ON PLANS. WHERE REINFORCING IS WELDED, USE ASTM70 REINFORCING. 12" 10" 12 14 1/2" 12' 14 1/2" Bd AT 4" 2 1/2 3 1/2" 4" 3 112" 4" O 4" 5" 6" 5" 6" 8" 5 172" 6 1/2" 8" 6 112" 8" 10" 6 1/2" 8" 10" 8" 10" 12" 8" iD" 12" 9 1/2" 12 10d AT 4" 2" 2 1/2" 3" 2 1/2" 3 1/2" 6" 3 1 J2" 4" 5" a" 5" 8" 4 1/2" 5 1/2" 6 1/2" 5 1/2" 7" 10" 5 1/2" 7" B" 6 1/2' 8 1/2" 12 "" 6 1/2" 8" 9 1/2' 8" 10" NOTE PENETRATION IS THE DEPTH OF EMBEDMENT OF THE STAPLE OR NAIL INTO THE MAIN MEMBER REQUIRED TO ATTAIN ITS FULL f ~ V ` a 1 . C., I LI Structural Consultants 1594 W Perk Circle Ogden, UT 89484 801.7826008 - Fax 801.782.4656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY 8 ASSOCIATES. Stamps: t °ON @N k ® 4 T O Q C m ¢ 704 e a a fi °1 9F A'7 L.`M N ! W (- K W 0 0 U E m W f U 4 2 w co O j W LINTEL SCHEDULE O M CLEAR OPENING SIZE OF ANGLE UP TO T -0' 3 112" x 3 1/2" x 1/4" - -- T -1' TO 9' -0" 5 x 3 i/2 x 1/4" 9' -i" TO 10' -0" 5" x 3 1/2 x 5/16" 10' -i" TO it' -0" 5" x 3 1/2 x 3 /8" _ x4" 11' -1" TO 12' -0" 6" x 3/8" 12' -1" AND OVER REQUIRES SPECIAL ANALYSIS NOTE: LINTELS CARRY BRICK OR STONE ONLY WHERE FLOORS, ROOFS OR CONCENTRATED LOADS OCCUR, FURTHER ANALYSIS IS NECESSARY, _� > m f � D Z. � W p NAIL C7 < o � 3 Project Number: ES * ** n 'O n n Plan Series:_ SWARD -05-01 595 9995 Sheet Title: 0 N 0 a Sheet: 0 0 N S601 TABLES OF EQUIVALENT FASTENERS, STAPLES, NAILS, AND T -NAILS (VALID FOR LATERAL LOAD ONLY) COMMON SPACING EOUIV. SPACING OF APPR'D FASTENER STAPLES NAILS T -NAILS EXTERIOR CONCRETE (EXPOSED TO FREEZING) 4 GAUGE 16 15 14 113 131 3,000 P.S.I. MIX TYPE i ­11- NOTE: CONCRETE STRENGTH USED IN DESIGN IS 2500 P.S.I. REINFORCING B PROVIDE 1" OF BEARING EACH END FOR EACH FOOT OF SPAN. MINIMUM BEARING OF 6" EACH SIDE OF OPENING. USE THIS SCHEDULE UNLESS NOTED OTHERWISE. TABLES OF EQUIVALENT FASTENERS, STAPLES, NAILS, AND T -NAILS (VALID FOR LATERAL LOAD ONLY) COMMON SPACING EOUIV. SPACING OF APPR'D FASTENER STAPLES NAILS T -NAILS EXTERIOR CONCRETE (EXPOSED TO FREEZING) 4 GAUGE 16 15 14 113 131 3,000 P.S.I. MIX TYPE i ­11- NOTE: CONCRETE STRENGTH USED IN DESIGN IS 2500 P.S.I. REINFORCING B 6d AT 4 3 1/2" 4" 5" 4" 5" 6" 5" 6" 7" 6" 7 1/2" (SEE LAP SPLICE SCHEDULE 8" 6 1 J2" 8" 9 1/2" 8" 10" 10" B t/2" 10" 12 10" 12" 2. DO NOT WELD REINFORCING EXCEPT AS NOTED ON PLANS. WHERE REINFORCING IS WELDED, USE ASTM70 REINFORCING. 12" 10" 12 14 1/2" 12' 14 1/2" Bd AT 4" 2 1/2 3 1/2" 4" 3 112" 4" 6" 4" 5" 6" 5" 6" 8" 5 172" 6 1/2" 8" 6 112" 8" 10" 6 1/2" 8" 10" 8" 10" 12" 8" iD" 12" 9 1/2" 12 10d AT 4" 2" 2 1/2" 3" 2 1/2" 3 1/2" 6" 3 1 J2" 4" 5" a" 5" 8" 4 1/2" 5 1/2" 6 1/2" 5 1/2" 7" 10" 5 1/2" 7" B" 6 1/2' 8 1/2" 12 "" 6 1/2" 8" 9 1/2' 8" 10" NOTE PENETRATION IS THE DEPTH OF EMBEDMENT OF THE STAPLE OR NAIL INTO THE MAIN MEMBER REQUIRED TO ATTAIN ITS FULL SCHEDULE OF CONSTRUCTION MATERIALS CONCRETE L LOCATION 2 28 -DAY COMPRESSIVE STRENGTH EXTERIOR CONCRETE (EXPOSED TO FREEZING) 4 4,500 RS.I, MIX TYPE 2 EXTERIOR CONCRETE (NOT EXPOSED TO FREEZING) 3 3,000 P.S.I. MIX TYPE i FOOTINGS, FOUNDATION WALLS AND INTERIOR CONCRETE 3 3,000 P.S.I. MIX TYPE i NOTE: CONCRETE STRENGTH USED IN DESIGN IS 2500 P.S.I. REINFORCING B BARS SHOWN ON DRAWING TO BE FIELD BENT W WELDED WIRE FABRIC A ALL OTHER BARS STEEL _ _ ASTM A615, GRADE 40 A ASTM STANDARD A -185 AND A ASTM A675, GRADE 60 (SEE LAP SPLICE SCHEDULE FOR LAP LENGTHS) S SHALL BE SUPPLIED IN FLAT ( (SEE LAP SPLICE SCHEDULE SPACING SHALL BE 1/3 OF INDICATED DIMENSION S SHEETS F FOR LAP LENGTHS) NOTE i. REINFORCING STEEL MAY BE SPLICED WITH MECHANICAL COUPLERS THAT HAVE A TENSION CAPACITY OF AT LEAST 1259 OF THE STRENGTH OF THE BAR. MECHANICAL COUPLER SHALL BE A POSITIVE CONNECTING TYPE COUPLER, AND SHALL BE INSTALLED IN ACCORDANCE WITH AN APPROVED [CC RESEARCH REPORT. WHERE THESE ARE USED, SPLICES ON ADJACENT BARS SHALL BE STAGGERED AT LEAST 24 INCHES ALONG THE AXIS OF THE BARS. 2. DO NOT WELD REINFORCING EXCEPT AS NOTED ON PLANS. WHERE REINFORCING IS WELDED, USE ASTM70 REINFORCING. 3. ADEQUATELY TIE AND SUPPORT ALL REINFORCING STEEL AS SPECIFIED BY ACI 315, TO MAINTAIN EXACT REQUIRED Z SHEATHING TYPE AND NAILING SCHEDULE LOCATION SHEATHING PANEL EDGE PANEL FIELD NAILING AT 2x4 BLOCKING NAILING (E.N.) NAILING (F.N.) ROOF DIAPHRAGM AT PANEL BOUNDARIES 2 . 3 EDGES ROOF 23/32" 40/20 tOd AT 5" O.C. 10d AT 12 O.C. 10d AT 4" O.C. YES -SEE SPAN RATING WALL 75/32" 32J15 10d Al 4 "" O.C. tOd AT 12" O.C. NOT APPLICABLE YES SPAN RATING 3/4" SHEATHING 23/32" 48/24 AT CEILING SPAN RATING tOd AT 6" QC. 10d AT 10" O.C. NOT APPLICABLE NO ASSEMBLY t POWER DRIVEN NAILS SHALL BE .148" DIAMETER AND A MINIMUM OF 2 7/4" LONG, 2. SEE ROOF DIA- CONCRETE PROTECTION FOR REINFORCEMENT APPLICATION MINIMUM CLEAR COVER CONCRETE CAST AGAINST AND i. ALL APPLICATIONS EXCEPT SLABS ON GRADE 3" PERMANENTLY - - -- EXPOSED TO 2. SLABS ON GRADE - CLEAR DISTANCE FROM TOP OF SLAB 1" EARTH CONCRETE 1. NO. 6 BARS AND LARGER 2" EXPOSED TO EARTH OR WEATHER 2- N0. 5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO 1. SLABS, WALLS. JOISTS 3 /a" EARTH OR WEATHER OR IN CONTACT WITH 2 BEAM OR COLUMN TIES, STIRRUPS, OR PRIMARY REINFORCEMENT 1 1/2" GROUND N OTES i. TOLERANCE FOR CONCRETE COVER AND REINFORCEMENT LOCATION IS t3 /8" SPECIAL INSPECTION SCHEDULE'' 2 ESTABLISHED PER 2003 IBC SECTION 109 AND CHAPTER 17 ITEM (CONTINUOUS PERIODIC � REFERENCE COMMENTS Pi. SPECIAL INSPECTION IS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED 70 PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, PROVIDED THE PRE - FAB CONSTRUCTION (IBC 1704.2) REFERENCE NOTES P1 & P2 FABRICATOR COMPLIES WITH IBC P2. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. SPECIAL INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. (SEE NOTE 2) STEEL CONSTRUCTION IBC 1704.3 SEE IBC TABLE 1704.3 S7_ WELDING INSPECTIONS SHALL BE IN COMPLIANCE WITH AWS 01.1. SHOP AND FIELD WELD ING REFERENCE NOTE Si S2. ALL WELDS SHALL BE VISUALLY INSPECTED. ALL MATERIALS, WELDING PROCEDURES, AND QUALIFICATIONS OF WELDERS SHALL BE VERIFIED PRIOR TO THE START OF THE WORK. (IBC 1704.3) _ SINGLE PASS FILLET WELD.< 5/16" • REFERENCE NOTE S2 S3. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER FI LLET WELDS > 5/16" • REFERENCE NOTE S2 APPROVED METHOD (IBC 1708.4). S4. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING MULTI -PASS FILLET WELDS • REFERENCE NOTE S2 STEEL OTHER THAN ASTM A 706 IN ACCORDANCE WITH IBC SECTION 1903.5.2. CONTINUOUS SPECIAL PARTIAL /COMPLETE PENETRATION YIELDS • REFERENCE NOTE S3 INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE LIGHT GAUGE METAL FRAMING WELDING • REFERENCE NOTE S2 SHEAR WALLS, AND SHEAR REINFORCEMENT_ PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING FLOOR AND ROOF DECK WELDING • REFERENCE NOTE S2 Of OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION REQUIREMENTS NOTED ABOVE FL AND R OOF DECK MECH. FASTENERS • S5. SLIP - CRITICAL CONNECTIONS MAY HAVE PERIODIC SPECIAL INSPECTION PROVIDED THAT THE SIDE SEAM SCREWS, BUTTON PUNCHES ETC. TURN -OF -THE -NUT METHOD WITH MATCHMARKING TECHNIQUES IS USED. WELDING OF ANCHORS &STUDS • REFERENCE NOTE S2 WELDING STAIRS / SYSTEMS • REFERENCE NOTE S2 REINFORCING STEEL WELDING OF REINFORCING ST EEL • • REFERENCE NOTE 54 SH REINF ORCIN G _ • OTHER REINFORCING • INSPECTION OF STEEL FRAME JOINT DETAILS__ • EMBEDDED PLATES • ____ HIGH ST RENGTH BOLTING (IBC 1704 -3.3) VERIFY MATERIALS OF NUTS, BOLTS &WASHERS • BEARING TYPE CONNECTIONS • SLIP - CRITICAL CONNECTIONS • • REFERENCE NOTE S5 CONCRETE CONST RUCTION (IBC 1704.4) SEE IBC TABLE 1704.4 -REF. NOTE 1 Ci. SPECIAL INSPECTION IS NOT REQUIRED FOR CONC. ISOLATED SPREAD FOOTINGS. CONTINUOUS FOOTINGS, REI NFORCING STEEL PLACEMENT • NON- STRUCTURAL SLABS, FOUNDATION WALLS, PATIOS, DRIVEWAYS, AND SIDEWALKS PROVIDED THE REQUIREMENTS OF IBC 1704.4 ARE MET. WELDING OF REINFORCING STEE • • RE FERENCE NOTE C2 C2. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING W O EMBEDDED BOLTS &PLATES • STEEL OTHER THAN ASTM A 706 IN ACCORDANCE WITH IBC SECTION 1903.5.2. CONTINUOUS SPECIAL - -- -- INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN V REQUIRED DESIG MIX • INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE CONCRETE PLACEMENT /SAMPLING __ • REFERE N OT E C 3 SHEAR WALLS. AND SHEAR REINFORCEMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION _ w CURING TEMPERATURE / TECHNIQUES _ _•_ REQUIREMENTS NOTED ABOVE. PRESTRESSED CONCRETE C3. PERFORM AIR, SLUMP AND TEMP_ TESTS WHEN CONCRETE SAMPLES ARE CAST. C4_ PERIODIC SPECIAL INSPECTION IS REQUIRED FOR VERIFICATION OF IN -SITU CONCRETE STRENGTH FOR APPL ICATION O PRESTRESSING FORCES • POST- TENSIONED CONCRETE PRIOR TO TENSIONING TENDONS OR REMOVING SHORING OR FORMS. GROUTING BONDED TENDONS • IN SEISMIC - FORCE- RE SISTING SY STEM C5. EPDXY AND EXPANSION ANCHORS INTO MASONRY OR CONCRETE MAY BE USED ONLY WHEN APPROVED BY ARCHITECT AND /OR ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICBO ERECTION OF PRECA MEMBERS • RESEARCH REPORT NUMBERS. OF IN -SITU ST RENGTH • REFERENCE NOTE Ca EPDXY /EXPANSION ANCHOR PLACEMENT • REFERENCE NOTE C5 _- M ASONRY CONSTRUCTION ( 170 4.5 SEE IBC TABLE 1704.5.9 (NON- ESSENTIAL) Mi_ PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELD ABILITY OF REINFORCING AS MASONRY CONSTRUCTION BEGINS, V ERIFY: STEEL OTHER THAN ASTM A 706 IN ACCORDANCE WITH IBC SECTION 1903.5.2. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN SITE PREPARED MORTAR • INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE MORTAR JOINTS • SHEAR WALLS, AND SHEAR REINFORCEMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION REINFORCEMENT /CONNECTORS • REQUIREMENTS NOTED ABOVE. PRE - STRESSING TECHNIQUES • M2. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ESSENTIAL FACILITIES (IBC TABLE 1704.5.3). - M3. EPDXY AND EXPANSION ANCHORS INTO MASONRY OR CONCRETE MAY BE USED ONLY WHEN APPROVED GRADE &SIZE OF TENDONS &ANCHORAGES _ - -_ • _ BY ARCHITECT AND /OR ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICBO INSPECTION SHALL V ERIFY: RESEARCH REPORT NUMBERS. SIZE &LOCATION OF STRUCTURAL ELEMENTS • _ ___ TYPE, SIZE, LOCATION OF ANCHORS • REFERENCE N OTE M2 SIZE, GRADE TYPE OF R • _ WELDING OF REINFORCING BARS • REFERENCE NOTE Mt HOT OR COLD WEATHER PROTECTION • MEASUREMENT OF PR - STRESSING FORCE � REFERENCE NOTE M2 PRIOR TO GROUTING, VERIFY: CLEAN GROUT SPACE • REFERENCE NOTE M2 PLACEMENT OF REINFORCEMENT CONNECTORS, TENDONS &ANCHORS • PROPORTIONS OF SITE PREPARED GROUT • _ CONSTRU OF MORTAR JOINTS • GROUT PLACEME • GROUTING OF PRE - S TRESSING BONDED TENDONS • PREPARATION OF TEST SPECIMENS /PRISMS • COMPLIANCE W/ CONET. DOGS. SUBMITTALS _ • _ EPDXY /EXPANSION ANCHOR PLACEMENT • REFERENCE NOTE M3 wooD IBC 1704.6 Wi. WOOD STRUCTURAL PANEL SHEATHING SHALL 8E INSPECTED TO ASCERTAIN THAT GRADE AND HIGH LOAD DIAPHRA (RO OF /FLOOR) • REFEREN N W7 THICKNESS ARE IN COMPLIANCE WITH APPROVED BUILDING PLANS. NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH. THE SITE -BUILT ASSEMBLIES • NUMBER OF FASTENER LINES, AND SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE -- MARGINS SHALL ALSO BE INSPECTED AND VERIFIED FOR COMPLIANCE WITH APPROVED BUILDING SOILS IBC 1704 -7) REFERENCE NOTE F1 F1. SPECIAL INSPECTION OF SOILS SHALL REFERENCE THE APPROVED SOILS REPORT TO DETERMINE SITE PREPARATION • COMPLIANCE. F2. SPECIAL INSPECTIONS ARE NOT REQUIRED DURING PLACEMENT OF FILL LESS THAN 12 INCHES DEEP. PLACEMENT OF FILL • REFERENCE NOTE F2 IN -PLACE DENSITY • FINAL FOUNDATION PREPARATION • SPECIAL FOU IBC 1704.8 & 1704.9 __ INSTALLATION & TESTING OF PILE FOUND. • _ INSTALLATION OF PIER FOUNDATIONS • GENERAL SPECIAL INSPECTION NOTES : 7. THE ITEMS MARKED WITH A • IN THE SPECIAL INSPECTION SCHEDULE SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 77 6Y A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS. REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS, AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER. CONTRACTOR, AND BUILDING OFFICIAL. ANY ITEMS WHICH FAIL TO COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE N07 CORRECTED, THEY SHALL BE BROUGHT 70 THE ATTENTION OF THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER PRIOR TO COMPLETION OF THAT PHASE OF WORK. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 2. ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INSPECTION SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. 3. CONTINUOUS SPECIAL INSPECTION MEANS THE FULL -TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION MEANS THE PART -TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION Of THE WORK. (IBC SECTION 7702) CAPACITY (SHEAR VALUE) FOR LATERAL LOADING. PHRAGM PLAN FOR BOUNDARY NAILING LOCATIONS. AND AREAS WHERE BLACKING IS REQ'D LAP SPLICE SCHEDULE LOCATION #3 #4 #5 #6 #� #8 CONCRETE FOUNDATION WALL REINFORCEMENT - 20" 28" 33" - - FOOTING REINFORCEMENT - 2p^ 28" 33" SLAB ON GRADE REINFORCEMENT - 20" - - - - MASONRY WALL REINFORCEMENT - 25" 32" 38" - - LINTEL REINFORCEMENT - 25" 32" 38" - - CONCRETE PROTECTION FOR REINFORCEMENT APPLICATION MINIMUM CLEAR COVER CONCRETE CAST AGAINST AND i. ALL APPLICATIONS EXCEPT SLABS ON GRADE 3" PERMANENTLY - - -- EXPOSED TO 2. SLABS ON GRADE - CLEAR DISTANCE FROM TOP OF SLAB 1" EARTH CONCRETE 1. NO. 6 BARS AND LARGER 2" EXPOSED TO EARTH OR WEATHER 2- N0. 5 BARS AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO 1. SLABS, WALLS. JOISTS 3 /a" EARTH OR WEATHER OR IN CONTACT WITH 2 BEAM OR COLUMN TIES, STIRRUPS, OR PRIMARY REINFORCEMENT 1 1/2" GROUND N OTES i. TOLERANCE FOR CONCRETE COVER AND REINFORCEMENT LOCATION IS t3 /8" SPECIAL INSPECTION SCHEDULE'' 2 ESTABLISHED PER 2003 IBC SECTION 109 AND CHAPTER 17 ITEM (CONTINUOUS PERIODIC � REFERENCE COMMENTS Pi. SPECIAL INSPECTION IS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED 70 PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, PROVIDED THE PRE - FAB CONSTRUCTION (IBC 1704.2) REFERENCE NOTES P1 & P2 FABRICATOR COMPLIES WITH IBC P2. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. SPECIAL INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. (SEE NOTE 2) STEEL CONSTRUCTION IBC 1704.3 SEE IBC TABLE 1704.3 S7_ WELDING INSPECTIONS SHALL BE IN COMPLIANCE WITH AWS 01.1. SHOP AND FIELD WELD ING REFERENCE NOTE Si S2. ALL WELDS SHALL BE VISUALLY INSPECTED. ALL MATERIALS, WELDING PROCEDURES, AND QUALIFICATIONS OF WELDERS SHALL BE VERIFIED PRIOR TO THE START OF THE WORK. (IBC 1704.3) _ SINGLE PASS FILLET WELD.< 5/16" • REFERENCE NOTE S2 S3. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER FI LLET WELDS > 5/16" • REFERENCE NOTE S2 APPROVED METHOD (IBC 1708.4). S4. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING MULTI -PASS FILLET WELDS • REFERENCE NOTE S2 STEEL OTHER THAN ASTM A 706 IN ACCORDANCE WITH IBC SECTION 1903.5.2. CONTINUOUS SPECIAL PARTIAL /COMPLETE PENETRATION YIELDS • REFERENCE NOTE S3 INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE LIGHT GAUGE METAL FRAMING WELDING • REFERENCE NOTE S2 SHEAR WALLS, AND SHEAR REINFORCEMENT_ PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING FLOOR AND ROOF DECK WELDING • REFERENCE NOTE S2 Of OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION REQUIREMENTS NOTED ABOVE FL AND R OOF DECK MECH. FASTENERS • S5. SLIP - CRITICAL CONNECTIONS MAY HAVE PERIODIC SPECIAL INSPECTION PROVIDED THAT THE SIDE SEAM SCREWS, BUTTON PUNCHES ETC. TURN -OF -THE -NUT METHOD WITH MATCHMARKING TECHNIQUES IS USED. WELDING OF ANCHORS &STUDS • REFERENCE NOTE S2 WELDING STAIRS / SYSTEMS • REFERENCE NOTE S2 REINFORCING STEEL WELDING OF REINFORCING ST EEL • • REFERENCE NOTE 54 SH REINF ORCIN G _ • OTHER REINFORCING • INSPECTION OF STEEL FRAME JOINT DETAILS__ • EMBEDDED PLATES • ____ HIGH ST RENGTH BOLTING (IBC 1704 -3.3) VERIFY MATERIALS OF NUTS, BOLTS &WASHERS • BEARING TYPE CONNECTIONS • SLIP - CRITICAL CONNECTIONS • • REFERENCE NOTE S5 CONCRETE CONST RUCTION (IBC 1704.4) SEE IBC TABLE 1704.4 -REF. NOTE 1 Ci. SPECIAL INSPECTION IS NOT REQUIRED FOR CONC. ISOLATED SPREAD FOOTINGS. CONTINUOUS FOOTINGS, REI NFORCING STEEL PLACEMENT • NON- STRUCTURAL SLABS, FOUNDATION WALLS, PATIOS, DRIVEWAYS, AND SIDEWALKS PROVIDED THE REQUIREMENTS OF IBC 1704.4 ARE MET. WELDING OF REINFORCING STEE • • RE FERENCE NOTE C2 C2. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING W O EMBEDDED BOLTS &PLATES • STEEL OTHER THAN ASTM A 706 IN ACCORDANCE WITH IBC SECTION 1903.5.2. CONTINUOUS SPECIAL - -- -- INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN V REQUIRED DESIG MIX • INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE CONCRETE PLACEMENT /SAMPLING __ • REFERE N OT E C 3 SHEAR WALLS. AND SHEAR REINFORCEMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION _ w CURING TEMPERATURE / TECHNIQUES _ _•_ REQUIREMENTS NOTED ABOVE. PRESTRESSED CONCRETE C3. PERFORM AIR, SLUMP AND TEMP_ TESTS WHEN CONCRETE SAMPLES ARE CAST. C4_ PERIODIC SPECIAL INSPECTION IS REQUIRED FOR VERIFICATION OF IN -SITU CONCRETE STRENGTH FOR APPL ICATION O PRESTRESSING FORCES • POST- TENSIONED CONCRETE PRIOR TO TENSIONING TENDONS OR REMOVING SHORING OR FORMS. GROUTING BONDED TENDONS • IN SEISMIC - FORCE- RE SISTING SY STEM C5. EPDXY AND EXPANSION ANCHORS INTO MASONRY OR CONCRETE MAY BE USED ONLY WHEN APPROVED BY ARCHITECT AND /OR ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICBO ERECTION OF PRECA MEMBERS • RESEARCH REPORT NUMBERS. OF IN -SITU ST RENGTH • REFERENCE NOTE Ca EPDXY /EXPANSION ANCHOR PLACEMENT • REFERENCE NOTE C5 _- M ASONRY CONSTRUCTION ( 170 4.5 SEE IBC TABLE 1704.5.9 (NON- ESSENTIAL) Mi_ PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELD ABILITY OF REINFORCING AS MASONRY CONSTRUCTION BEGINS, V ERIFY: STEEL OTHER THAN ASTM A 706 IN ACCORDANCE WITH IBC SECTION 1903.5.2. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN SITE PREPARED MORTAR • INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE MORTAR JOINTS • SHEAR WALLS, AND SHEAR REINFORCEMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION REINFORCEMENT /CONNECTORS • REQUIREMENTS NOTED ABOVE. PRE - STRESSING TECHNIQUES • M2. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ESSENTIAL FACILITIES (IBC TABLE 1704.5.3). - M3. EPDXY AND EXPANSION ANCHORS INTO MASONRY OR CONCRETE MAY BE USED ONLY WHEN APPROVED GRADE &SIZE OF TENDONS &ANCHORAGES _ - -_ • _ BY ARCHITECT AND /OR ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICBO INSPECTION SHALL V ERIFY: RESEARCH REPORT NUMBERS. SIZE &LOCATION OF STRUCTURAL ELEMENTS • _ ___ TYPE, SIZE, LOCATION OF ANCHORS • REFERENCE N OTE M2 SIZE, GRADE TYPE OF R • _ WELDING OF REINFORCING BARS • REFERENCE NOTE Mt HOT OR COLD WEATHER PROTECTION • MEASUREMENT OF PR - STRESSING FORCE � REFERENCE NOTE M2 PRIOR TO GROUTING, VERIFY: CLEAN GROUT SPACE • REFERENCE NOTE M2 PLACEMENT OF REINFORCEMENT CONNECTORS, TENDONS &ANCHORS • PROPORTIONS OF SITE PREPARED GROUT • _ CONSTRU OF MORTAR JOINTS • GROUT PLACEME • GROUTING OF PRE - S TRESSING BONDED TENDONS • PREPARATION OF TEST SPECIMENS /PRISMS • COMPLIANCE W/ CONET. DOGS. SUBMITTALS _ • _ EPDXY /EXPANSION ANCHOR PLACEMENT • REFERENCE NOTE M3 wooD IBC 1704.6 Wi. WOOD STRUCTURAL PANEL SHEATHING SHALL 8E INSPECTED TO ASCERTAIN THAT GRADE AND HIGH LOAD DIAPHRA (RO OF /FLOOR) • REFEREN N W7 THICKNESS ARE IN COMPLIANCE WITH APPROVED BUILDING PLANS. NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH. THE SITE -BUILT ASSEMBLIES • NUMBER OF FASTENER LINES, AND SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE -- MARGINS SHALL ALSO BE INSPECTED AND VERIFIED FOR COMPLIANCE WITH APPROVED BUILDING SOILS IBC 1704 -7) REFERENCE NOTE F1 F1. SPECIAL INSPECTION OF SOILS SHALL REFERENCE THE APPROVED SOILS REPORT TO DETERMINE SITE PREPARATION • COMPLIANCE. F2. SPECIAL INSPECTIONS ARE NOT REQUIRED DURING PLACEMENT OF FILL LESS THAN 12 INCHES DEEP. PLACEMENT OF FILL • REFERENCE NOTE F2 IN -PLACE DENSITY • FINAL FOUNDATION PREPARATION • SPECIAL FOU IBC 1704.8 & 1704.9 __ INSTALLATION & TESTING OF PILE FOUND. • _ INSTALLATION OF PIER FOUNDATIONS • GENERAL SPECIAL INSPECTION NOTES : 7. THE ITEMS MARKED WITH A • IN THE SPECIAL INSPECTION SCHEDULE SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 77 6Y A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS. REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS, AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER. CONTRACTOR, AND BUILDING OFFICIAL. ANY ITEMS WHICH FAIL TO COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE N07 CORRECTED, THEY SHALL BE BROUGHT 70 THE ATTENTION OF THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER PRIOR TO COMPLETION OF THAT PHASE OF WORK. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 2. ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INSPECTION SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. 3. CONTINUOUS SPECIAL INSPECTION MEANS THE FULL -TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION MEANS THE PART -TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION Of THE WORK. (IBC SECTION 7702) CAPACITY (SHEAR VALUE) FOR LATERAL LOADING. PHRAGM PLAN FOR BOUNDARY NAILING LOCATIONS. AND AREAS WHERE BLACKING IS REQ'D LAP SPLICE SCHEDULE LOCATION #3 #4 #5 #6 #� #8 CONCRETE FOUNDATION WALL REINFORCEMENT - 20" 28" 33" - - FOOTING REINFORCEMENT - 2p^ 28" 33" SLAB ON GRADE REINFORCEMENT - 20" - - - - MASONRY WALL REINFORCEMENT - 25" 32" 38" - - LINTEL REINFORCEMENT - 25" 32" 38" - - SPECIAL INSPECTION SCHEDULE'' 2 ESTABLISHED PER 2003 IBC SECTION 109 AND CHAPTER 17 ITEM (CONTINUOUS PERIODIC � REFERENCE COMMENTS Pi. SPECIAL INSPECTION IS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED 70 PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, PROVIDED THE PRE - FAB CONSTRUCTION (IBC 1704.2) REFERENCE NOTES P1 & P2 FABRICATOR COMPLIES WITH IBC P2. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. SPECIAL INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. (SEE NOTE 2) STEEL CONSTRUCTION IBC 1704.3 SEE IBC TABLE 1704.3 S7_ WELDING INSPECTIONS SHALL BE IN COMPLIANCE WITH AWS 01.1. SHOP AND FIELD WELD ING REFERENCE NOTE Si S2. ALL WELDS SHALL BE VISUALLY INSPECTED. ALL MATERIALS, WELDING PROCEDURES, AND QUALIFICATIONS OF WELDERS SHALL BE VERIFIED PRIOR TO THE START OF THE WORK. (IBC 1704.3) _ SINGLE PASS FILLET WELD.< 5/16" • REFERENCE NOTE S2 S3. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY OR BY USING ANOTHER FI LLET WELDS > 5/16" • REFERENCE NOTE S2 APPROVED METHOD (IBC 1708.4). S4. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING MULTI -PASS FILLET WELDS • REFERENCE NOTE S2 STEEL OTHER THAN ASTM A 706 IN ACCORDANCE WITH IBC SECTION 1903.5.2. CONTINUOUS SPECIAL PARTIAL /COMPLETE PENETRATION YIELDS • REFERENCE NOTE S3 INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE LIGHT GAUGE METAL FRAMING WELDING • REFERENCE NOTE S2 SHEAR WALLS, AND SHEAR REINFORCEMENT_ PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING FLOOR AND ROOF DECK WELDING • REFERENCE NOTE S2 Of OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION REQUIREMENTS NOTED ABOVE FL AND R OOF DECK MECH. FASTENERS • S5. SLIP - CRITICAL CONNECTIONS MAY HAVE PERIODIC SPECIAL INSPECTION PROVIDED THAT THE SIDE SEAM SCREWS, BUTTON PUNCHES ETC. TURN -OF -THE -NUT METHOD WITH MATCHMARKING TECHNIQUES IS USED. WELDING OF ANCHORS &STUDS • REFERENCE NOTE S2 WELDING STAIRS / SYSTEMS • REFERENCE NOTE S2 REINFORCING STEEL WELDING OF REINFORCING ST EEL • • REFERENCE NOTE 54 SH REINF ORCIN G _ • OTHER REINFORCING • INSPECTION OF STEEL FRAME JOINT DETAILS__ • EMBEDDED PLATES • ____ HIGH ST RENGTH BOLTING (IBC 1704 -3.3) VERIFY MATERIALS OF NUTS, BOLTS &WASHERS • BEARING TYPE CONNECTIONS • SLIP - CRITICAL CONNECTIONS • • REFERENCE NOTE S5 CONCRETE CONST RUCTION (IBC 1704.4) SEE IBC TABLE 1704.4 -REF. NOTE 1 Ci. SPECIAL INSPECTION IS NOT REQUIRED FOR CONC. ISOLATED SPREAD FOOTINGS. CONTINUOUS FOOTINGS, REI NFORCING STEEL PLACEMENT • NON- STRUCTURAL SLABS, FOUNDATION WALLS, PATIOS, DRIVEWAYS, AND SIDEWALKS PROVIDED THE REQUIREMENTS OF IBC 1704.4 ARE MET. WELDING OF REINFORCING STEE • • RE FERENCE NOTE C2 C2. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING W O EMBEDDED BOLTS &PLATES • STEEL OTHER THAN ASTM A 706 IN ACCORDANCE WITH IBC SECTION 1903.5.2. CONTINUOUS SPECIAL - -- -- INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN V REQUIRED DESIG MIX • INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE CONCRETE PLACEMENT /SAMPLING __ • REFERE N OT E C 3 SHEAR WALLS. AND SHEAR REINFORCEMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION _ w CURING TEMPERATURE / TECHNIQUES _ _•_ REQUIREMENTS NOTED ABOVE. PRESTRESSED CONCRETE C3. PERFORM AIR, SLUMP AND TEMP_ TESTS WHEN CONCRETE SAMPLES ARE CAST. C4_ PERIODIC SPECIAL INSPECTION IS REQUIRED FOR VERIFICATION OF IN -SITU CONCRETE STRENGTH FOR APPL ICATION O PRESTRESSING FORCES • POST- TENSIONED CONCRETE PRIOR TO TENSIONING TENDONS OR REMOVING SHORING OR FORMS. GROUTING BONDED TENDONS • IN SEISMIC - FORCE- RE SISTING SY STEM C5. EPDXY AND EXPANSION ANCHORS INTO MASONRY OR CONCRETE MAY BE USED ONLY WHEN APPROVED BY ARCHITECT AND /OR ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICBO ERECTION OF PRECA MEMBERS • RESEARCH REPORT NUMBERS. OF IN -SITU ST RENGTH • REFERENCE NOTE Ca EPDXY /EXPANSION ANCHOR PLACEMENT • REFERENCE NOTE C5 _- M ASONRY CONSTRUCTION ( 170 4.5 SEE IBC TABLE 1704.5.9 (NON- ESSENTIAL) Mi_ PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELD ABILITY OF REINFORCING AS MASONRY CONSTRUCTION BEGINS, V ERIFY: STEEL OTHER THAN ASTM A 706 IN ACCORDANCE WITH IBC SECTION 1903.5.2. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN SITE PREPARED MORTAR • INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE MORTAR JOINTS • SHEAR WALLS, AND SHEAR REINFORCEMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION REINFORCEMENT /CONNECTORS • REQUIREMENTS NOTED ABOVE. PRE - STRESSING TECHNIQUES • M2. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ESSENTIAL FACILITIES (IBC TABLE 1704.5.3). - M3. EPDXY AND EXPANSION ANCHORS INTO MASONRY OR CONCRETE MAY BE USED ONLY WHEN APPROVED GRADE &SIZE OF TENDONS &ANCHORAGES _ - -_ • _ BY ARCHITECT AND /OR ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICBO INSPECTION SHALL V ERIFY: RESEARCH REPORT NUMBERS. SIZE &LOCATION OF STRUCTURAL ELEMENTS • _ ___ TYPE, SIZE, LOCATION OF ANCHORS • REFERENCE N OTE M2 SIZE, GRADE TYPE OF R • _ WELDING OF REINFORCING BARS • REFERENCE NOTE Mt HOT OR COLD WEATHER PROTECTION • MEASUREMENT OF PR - STRESSING FORCE � REFERENCE NOTE M2 PRIOR TO GROUTING, VERIFY: CLEAN GROUT SPACE • REFERENCE NOTE M2 PLACEMENT OF REINFORCEMENT CONNECTORS, TENDONS &ANCHORS • PROPORTIONS OF SITE PREPARED GROUT • _ CONSTRU OF MORTAR JOINTS • GROUT PLACEME • GROUTING OF PRE - S TRESSING BONDED TENDONS • PREPARATION OF TEST SPECIMENS /PRISMS • COMPLIANCE W/ CONET. DOGS. SUBMITTALS _ • _ EPDXY /EXPANSION ANCHOR PLACEMENT • REFERENCE NOTE M3 wooD IBC 1704.6 Wi. WOOD STRUCTURAL PANEL SHEATHING SHALL 8E INSPECTED TO ASCERTAIN THAT GRADE AND HIGH LOAD DIAPHRA (RO OF /FLOOR) • REFEREN N W7 THICKNESS ARE IN COMPLIANCE WITH APPROVED BUILDING PLANS. NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH. THE SITE -BUILT ASSEMBLIES • NUMBER OF FASTENER LINES, AND SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE -- MARGINS SHALL ALSO BE INSPECTED AND VERIFIED FOR COMPLIANCE WITH APPROVED BUILDING SOILS IBC 1704 -7) REFERENCE NOTE F1 F1. SPECIAL INSPECTION OF SOILS SHALL REFERENCE THE APPROVED SOILS REPORT TO DETERMINE SITE PREPARATION • COMPLIANCE. F2. SPECIAL INSPECTIONS ARE NOT REQUIRED DURING PLACEMENT OF FILL LESS THAN 12 INCHES DEEP. PLACEMENT OF FILL • REFERENCE NOTE F2 IN -PLACE DENSITY • FINAL FOUNDATION PREPARATION • SPECIAL FOU IBC 1704.8 & 1704.9 __ INSTALLATION & TESTING OF PILE FOUND. • _ INSTALLATION OF PIER FOUNDATIONS • GENERAL SPECIAL INSPECTION NOTES : 7. THE ITEMS MARKED WITH A • IN THE SPECIAL INSPECTION SCHEDULE SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 77 6Y A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS. REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS, AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER. CONTRACTOR, AND BUILDING OFFICIAL. ANY ITEMS WHICH FAIL TO COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE N07 CORRECTED, THEY SHALL BE BROUGHT 70 THE ATTENTION OF THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER PRIOR TO COMPLETION OF THAT PHASE OF WORK. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 2. ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INSPECTION SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. 3. CONTINUOUS SPECIAL INSPECTION MEANS THE FULL -TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION MEANS THE PART -TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION Of THE WORK. (IBC SECTION 7702) CAPACITY (SHEAR VALUE) FOR LATERAL LOADING. PHRAGM PLAN FOR BOUNDARY NAILING LOCATIONS. AND AREAS WHERE BLACKING IS REQ'D LAP SPLICE SCHEDULE LOCATION #3 #4 #5 #6 #� #8 CONCRETE FOUNDATION WALL REINFORCEMENT - 20" 28" 33" - - FOOTING REINFORCEMENT - 2p^ 28" 33" SLAB ON GRADE REINFORCEMENT - 20" - - - - MASONRY WALL REINFORCEMENT - 25" 32" 38" - - LINTEL REINFORCEMENT - 25" 32" 38" - - LAP SPLICE SCHEDULE LOCATION #3 #4 #5 #6 #� #8 CONCRETE FOUNDATION WALL REINFORCEMENT - 20" 28" 33" - - FOOTING REINFORCEMENT - 2p^ 28" 33" SLAB ON GRADE REINFORCEMENT - 20" - - - - MASONRY WALL REINFORCEMENT - 25" 32" 38" - - LINTEL REINFORCEMENT - 25" 32" 38" - - �= MASONRY SHEAR WALLS SEISMIC / WIND — FORCE— RESISTING SYSTEM KEYPLAN N.T.S. DESIGN CRITERIA DESIGN CRITERIA FOOTING SCHEDULE MARK WIDTH LENGTH THICK LENGTHWISE REINF. CROSSWISE REINF. REMARKS NO. SIZE N0. j SPA, FC2 2' -0' CENT. 12" (2) # -- -- -- RESPONSE MODIFICATION FACTOR FC3 3' -0' CONT, 18" (3) # (1) #4 16 "o.c. A IBC SIMPLIFIED METHOD PER SECTION 1609.6 pq 290 #6 WIND SPEED (3 SECOND GUST) = 90 M.P.H. EXPOSURE CATEGORY C _ WINO IMPORTANCE FACTOR (ASCE 7 -02 TABLE 6.1 pg 73) 1 = 1.15 ROOF DEAD LOAD F3 3' -0" 3' -0' 12' (3) #4 (3) #4 -- 40 P.S.F. F35 3' -6' S -6" 12' (3) #5 (3) #5 -- W -0' F4 4' -0' 4' -O' 12 (4) #5 (4) #5 -- NOTES: F4.5 4' -6 4'-6" 12" (4) #5 (4) 05 -- ELEVATION F5 6 -0 5 -0" 14' (5) #5 (5) #5 -- 4. NO MASONRY CONTROL F5.5 5' -6' 5 -6' 14 (5) #6 (5) #6 -- USE UNITS W ONE / F6 6' -0 6' -0" 16' (6) #6 (6) 16 -- VERTICAL BEAM REINF. W/ HOOK TOP & 90' F6.5 V -6" 6' -6' 18' (6) #6 (6) A -- SEE TYPICAL DETAIL F1 7' -0" 7' -0" 187 (7) #6 (7) #6 -- 8" VWDE r I 7' -6' 7' -6 20' (7) #7 (7) 07 -- F8 8' -0 � 22' (8) #7 (8) 17 -- I 3° CLEAR dl - E . Eq _q: 3' CLEAR ® I 3" CLEAR TYPICAL FOOTING REINF. TYPICAL FOOTING SECTION NOTE_ REINFORCED FOOTINGS THAT ARE MARKED WITH A " ° ON THE FOOTING PLAN ARE TO HAVE #4 0 12 ° o.c. 0 TOP. EACH WAY ALSO, FOOTINGS MARKED WITH A' ' ARE TO BE 24" THICK MIN. 0 i /s I E 0 fi- - -- -- - - } — -- - - - - -1 I ` Ly ------ 1 I 1 2x4 FLAT BLOCKING 0 ALL UNSUPPORTED PANEL EDGES. ROOF DIAPHRAGM LAYOUT N.T.S. DESIGN CRITERIA DESIGN CRITERIA FOOTING SCHEDULE MARK WIDTH LENGTH THICK LENGTHWISE REINF. CROSSWISE REINF. REMARKS NO. SIZE N0. SIZE SPA, FC2 2' -0' CENT. 12" (2) # -- -- -- RESPONSE MODIFICATION FACTOR FC3 3' -0' CONT, 18" (3) # (1) #4 16 "o.c. REINF. TOP AND BOTTOM - SEE 1 /S503 IBC SIMPLIFIED METHOD PER SECTION 1609.6 pq 290 #6 WIND SPEED (3 SECOND GUST) = 90 M.P.H. EXPOSURE CATEGORY C _ WINO IMPORTANCE FACTOR (ASCE 7 -02 TABLE 6.1 pg 73) 1 = 1.15 ROOF DEAD LOAD F3 3' -0" 3' -0' 12' (3) #4 (3) #4 -- 40 P.S.F. F35 3' -6' S -6" 12' (3) #5 (3) #5 -- W -0' F4 4' -0' 4' -O' 12 (4) #5 (4) #5 -- NOTES: F4.5 4' -6 4'-6" 12" (4) #5 (4) 05 -- ELEVATION F5 6 -0 5 -0" 14' (5) #5 (5) #5 -- 4. NO MASONRY CONTROL F5.5 5' -6' 5 -6' 14 (5) #6 (5) #6 -- USE UNITS W ONE / F6 6' -0 6' -0" 16' (6) #6 (6) 16 -- VERTICAL BEAM REINF. W/ HOOK TOP & 90' F6.5 V -6" 6' -6' 18' (6) #6 (6) A -- SEE TYPICAL DETAIL F1 7' -0" 7' -0" 187 (7) #6 (7) #6 -- 8" VWDE F7.5 7' -6' 7' -6 20' (7) #7 (7) 07 -- F8 8' -0 8' -0" 22' (8) #7 (8) 17 -- 3° CLEAR dl - E . Eq _q: 3' CLEAR ® I 3" CLEAR TYPICAL FOOTING REINF. TYPICAL FOOTING SECTION NOTE_ REINFORCED FOOTINGS THAT ARE MARKED WITH A " ° ON THE FOOTING PLAN ARE TO HAVE #4 0 12 ° o.c. 0 TOP. EACH WAY ALSO, FOOTINGS MARKED WITH A' ' ARE TO BE 24" THICK MIN. DESIGN CRITERIA DESIGN CRITERIA 2003 I.B.C. (ASCE 7 -02) VERT. REINF. SEISMIC IBC SEISMIC IMPORTANCE FACTOR (ASCE 7 -02 TABLE 9.1.4 pg 97 ) I = 1.25 SEISMIC USE GROUP (SEE ASCE 7 -02 SECTION 9.1 -3, pg 96) II MAPPED SPECTRAL RESPONSE ACCELERATION: SIZE LIMIT MAX S TO 9.5 PER ASCE 7 -02 9.5.5.2.1 pq 147 S = 0.519 LIMIT MAX S TO D.60 PER ASCE 7 -02 9.5.5.2.1 pg 147 S = 0.167 SITE CLASS (SEE ASCE 7 -02 TABLE 9.4.1.2 pg 108, PER ASCE 7 -02 , USE CLASS D UNLESS OTHER INFORMATION IS PROVIDED) D DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS Sos = 0.477 S = 0.237 _ SEISMIC DESIGN CATEGORY (ASCE 7 -02 9.4.3 pg 131) D BASIC SEISMIC -FORCE RESISTING SYSTEM. SEE ASCE 7 -02 TABLE 9.5.2.2 pg 133 -135 LIGHT FRAMED WALLS SHEATHED WITH WOOD PANELS: ATLAS BRICK WALL RESPONSE MODIFICATION FACTOR R = 5 OVERSTRENGTH FACTOR Wo = 2.5 ANALYSIS PROCEDURE USED. (ASCE 7 -02 EQUIVALENT LATERAL FORCE PROCEDURE SECTION 9.5.5 pg 146) #4 SEISMIC RESPONSE COEFFECIENT - ULTIMATE C = 0.119 SEISMIC RESPONSE COEFFECIENT - ALLOWABLE C = 0.084 WIND IBC SIMPLIFIED METHOD PER SECTION 1609.6 pq 290 #6 WIND SPEED (3 SECOND GUST) = 90 M.P.H. EXPOSURE CATEGORY C _ WINO IMPORTANCE FACTOR (ASCE 7 -02 TABLE 6.1 pg 73) 1 = 1.15 ROOF DEAD LOAD 20 P.S.F. ROOF SNOW LOAD (VALUE SHOWN DOES NOT INCLUDE DRIFT LOAD) 40 P.S.F. SNOW IMPORTANCE FACTOR (ASCE 7 -02 TABLE 7.4 Pg 91) I = 11 MEZZANINE DEAD LOAD 20 P.S.F. LIVE LOAD 40 P.S.F. SOIL BEARING (TO BE VERIFIED BY SOILS REPORT) 1500 P.S.F. SOIL REPORT BY ASPEN ENGINEERING, INC. REPORT NAME: AMENDED LIMITED SCOPE GEOTECHNICAL INVESTIGATION DATED: AUGUST 2006 6" MASONRY WALL SCHEDULE AS = ABV = THICK VERT. REINF. HORIZ. REINF, BOND BEAM REINF. COMMENTS SIZE SPACE NO. SIZE SPACE 0 ROOF 0 FLOOR REINF 8' #5 16" (2) #4 48' (4) #5 (4) #5 ATLAS BRICK WALL r 8 " # 8 (2) #4 48 (4) #5 (4) #5 ATLAS BRICK WALL MB -3 8" #6 8 (2) #4 48" (4) #5 (4) #5 (2) VERT. BARS PER CELL - ATLAS BRICK WALL ( #5 8' #5 8 (2) #4 48" (4) #5 (4) #5 CMU BLOCK 15 08 32' 16' -0 DEPRESS FDN WALL AND MB -6 6" (2) 05 (1) 05 #5 0 8 24" W -0' MEZZANINE OAE = OR APPROVED EQUAL ' "-rr>- MASONRY BEAM OPP = OPPOSITE MN:E — CONCRETE BEAM PL = NOTES: 1. FOR ANY CMU WALLS NOT SPECIFICALLY CALLED OUT IN PLANS, USE MWt OR SEE DETAIL H /S503. 2. VERT. REINF'G. TO BE 44 CL, OF WALL UNLESS OTHERWISE NOTED. 3. SOLID GROUTING OF WALLS IS UNACCEPTABLE EXCEPT WHERE SPECIFICALLY NOTED. 4. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION �� � oa ooa ooa ao WALL W/ (2) BAR PER CELL n rn In n r� rn n fluuIuDEJE0 WALL W/ (1) BAR PER CELL MASONRY BEAM SCHEDULE AS = ABV = MARK I THI O CK I NESSI B TTOM I L ( BLW = *SPAAN.' COMMENTS BN = C ENTS RY NAILING REINF. REND. REINF I DEP ROUTI I CONCRETE MASONRY UNIT MB -1 8 (2) 05 (2) 15 #5 0 8° 24' V -0° DBA = MB -2 8° (4) 15 (2) 15 115 08 32" 12'-0" I '�1� MB -3 8" (16) 05 (4) #5 #5 0 8" 124' -- MB-4 8' ( #5 ( #5 #5 0 8 96 HSA - MB -5 6' (3) #5 (1) #5 15 08 32' 16' -0 DEPRESS FDN WALL AND MB -6 6" (2) 05 (1) 05 #5 0 8 24" W -0' MEZZANINE OAE = OR APPROVED EQUAL ' "-rr>- MASONRY BEAM OPP = OPPOSITE MN:E — CONCRETE BEAM PL = PLATE REINF = REINFORCING — WOOD BEAM REQ = REQUIRED NOTES SIMILAR ELEVATION 1. MAXIMUM SPAN POSSIBLE FOR USE WHERE SPECIFIC BEAMS AND LINTELS ARE NOT DESIGNATED VERTICAL REINFORCING SHALL HAVE HOOKS TOP & BOTTOM, 2. FIRST VERTICAL BAR TO BE WITHIN 8" OF END OF BEAM. TOM = 3. SEE TYPICAL DETAIL FOR ELEVATION - VIEW OF BEAM. 4. NO MASONRY CONTROL JOINTS IN BEAM AREA. 5. FOR MASONRY BE N S ON P LANS USE M62. TOP OF GIRDER ELEVATION SEE WALL REINF SCH'D. TOS = TOP OF STEEL ELEVATION FOR TYP. REINF. SIZE ' SEE WALL REINF. SCHD.. USE UNITS W ONE / AND SPACINGS. - CONTINUE FOR TYP. VERT. REINF. OPEN END CELL AT TYP. WALL HORIZ. AND VERT. SIZE AND SPACINGS- ALL LINTELS /BEAMS REINF. IN BEAM SECTION. VERTICAL BEAM REINF. W/ HOOK TOP & 90' HORIZ. BEAM REINFORt HOOK K BOTTOM PARALLEL SEE SCHEDULE FOR SVERTICAL EXTEND 24" BEYOND BEAM REINF. W/ HOOKS TO BOTTOM BARS OPENING TYP. EACH TOP & BOTTOM SEE TYPICAL DETAIL INTERSECTING WALLS 3 MIN.- INTO WALL SEE TYPIC 4 MAX - 8" VWDE U -BLOCK OR TYP. BLOCK W/ METAL SOFFIT - SEE ARCHITECTURAL SECTION PLAN LEGEND OF SYMBOLS AND ABBREVIATIONS AS = ABV = ANCHOR BOLT ABOVE FOOTING MARK ARCH = ARCHITECT TOP OF FOOTING ELEV. BLW = BELOW BN = C ENTS RY NAILING SECTION MARK CL = CENTER LINE CMU = CONCRETE MASONRY UNIT SHEET NUMBER COL - COLUMN CONC = CONCRETE CD-_ TOP OF FOUNDATION WALL DBA = DEFORMED BAR ANCHOR OR COLUMN PIER ELEV. DBE = DECK BEARING ELEVATION I ELEV = ELEVATION I '�1� SHEAR WALL - SEE SCHEDULE EN = EDGE NAILING 1 1 _ ' - -____ MIN- LENGTH OF SHEAR WALL FDN - FOUNDATION FTG = FOOTING S S — FOOTING STEP FFE = FINISHED FLOOR ELEVATION HSA - HEADED STUD ANCHOR ::EEFEZZ— MASONRY WALL JBE = JOIST BEARING ELEVATION MIN - MINIMUM DEPRESS FDN WALL AND MAX = MAXIMUM POUR FLOOR SLAB OVER S MECH = MECHANICAL MEZZ = MEZZANINE OAE = OR APPROVED EQUAL ' "-rr>- MASONRY BEAM OPP = OPPOSITE MN:E — CONCRETE BEAM PL = PLATE REINF = REINFORCING — WOOD BEAM REQ = REQUIRED SIM = SIMILAR ELEVATION TOF = TOP OF FOOTING TOB = TOP OF BEAM ELEVATION TOM = TOP OF MASONRY ELEVATION TOC = TOP OF CONCRETE SLAB TOG = TOP OF GIRDER ELEVATION TOS = TOP OF STEEL ELEVATION TYP = TYPICAL UN0 = UNLESS NOTED OTHERWISE —L— FRAMING ANGLE SEE TYPICAL DETAIL NS, FS= NEAR SIDE, FARSIDE —C— FRAMING CHANNEL SEE TYPICAL DETAIL Architect! Engineer: o m� o� a Cn N � � m 1 e yN C v h o � O CU Structural Consultants 1594 W Park Gnde Ogden, UT 84404 801.782,6008 - Fax 801 .7814656 DATED ORIGINAL SIGNED BY BRENT WHITE ON FILE AT NIELSON BODILY & ASSOCIATES. S 7 ­ M4 p ® m e o m i, w W F- Z C0 w q o U F-o, °° w Y 'ro L 4 > r =� Q M 4 W 0 It w j W M D w W O Z 0 w ' K z, Z W C7 Q l 0 oI - I r Pigott Number: Plan Series: 8WARD - 05 - 01 Property Number. 595 - 9995 Sheet This: SCHEDULES Sheet: 5602 1 I 4 1 48 I ) 0 ' --------------- -- - SEE �ITE PLAN FOR CONTINUATION L - FIRE DEPARTMENT CONNECTION T WET RISER . , FIRE ALARM WATER FLOW HORN AND STROBE AN LOCATED ABOVE (SEE FD1o1) --t- -, I �!�/ � F- -- -- -PIPE SEE SHEET A /FS501 - Q PRESSURE GAUGE FIRE RISER I �I - - FlN Sn -- - cANDPr cecx+EE auAMnTr 0 ROOM- — - - — - L - - -- - -- -- CLERK CLERK oz 03 1 r 157 - 158 h —7 T_— 0, 0 i� et'i TO A f e 60 CORRIDOR 1 06 LERK ROOM d� HALLWAY - 1i4 f; i `� I d — - - -- - -- n R00 O - -- - -- - -- - -- - -- -- - - -- -- - + T ROOM } ' " II t 52 1 os F115 n 02 OFFICE i` FOYER ���, fiROOM ' - - -- , - -- - -- - DROP DOWN 1 5 SPRINKLER - - F 161 I ` •� U 115 ELEC UNDER STAIR tANDINO T R00 4 I � / �I � � / �`' �� � �."�- - - - - -- - -- -- - - - - - -- 'i :I 154 r l �mj fl RISE UP WITHIN MECHANICAL �. C.3 ," I r { CHASE TO UPPER LEVEL AND �/ _ / n TO ATTIC SPACE. SEE FS102 AND F5103 STORAGE l i r I I 1 I P/N TO A.$. ) / - 75 j jTAIR I - i 51 l- R _ VEST, SAC (PREP I - - - -- / S167R< ' 5 Ih' CORRIDOR 11a 147 I H I �— — - -- — - _ — -- -- \ - -- -- T— - — / - -- - - — O - -- f k tIAT L CNT I � SPRINKLERS AT LOW CEILING I ' TO BE SUPPLIED FROM ABOVE SEE FP102 FOR SPRINKLER LOCATIONS IN ;THIS AREA. ROSTRUM - / CHAPEL "- , 149 / 150 �\ I � STOR I WAITINC 745 TOIL 146 S FFICE 144 /' —,� - 1ss -- - 9 - -- -- - - - - -- D.Z p CULTURAL, CENTER MEN RS aeovE T P nrFORM- TOIL �,� 21 � I RELIEF SOCIETY OVERFLOW / PLATFORM X1 _ — _11 62 64 RRIDOf - - - - -- - - - -- - f -- D.4 v —I f 123 x D05 / \ DROP DOWN TO FIRE SPRINKLERS BELOW (i It PLATFORM. SEE ' I tJ MEN F5601 FOR DETAILS.- - 122 I II SERVING L i 171 J- SEE FP102 FOR LOCATIONS IN THIS I I �I STAIR \-' tAI 11 VEST FOYER .S�I. -- 725 ' ROOM n_ 142 I ,OYE - I CORRIDOR fi I I RISE UP WITHIN MECHANICAL � ]]] 129 ST AGE CHASE TO UPPER LEVEL AND ��� 1 78 I II �\\ TO ATTIC SPACE. SEE FS102 OPP /N TO AS$ / AND FS 103 - - .� \ �..- ` ^'�"°' _ -- _ -_ _ _. _ — __ _ _ _ ._ E.6 CLERK ELEV 1/ a I 173 - E.8 - - - -- ���I -- -- _. _ - CORRIDOR (� HIGH COUNCIL S 1 40 STO �I j x 11 - - - -- AGE �1 OMEN MOTHERS 138 T 1 31 130 'r� ROOfv� ROOM W CT oeNTOA i I AV J COATS I ROOM ROOM OIL Iff ! I � 127 I 126 k" - - -- - -- - - - -- - -- - -- - - -- - -- - -- - -... - .._ -.L- _ -VEST-I — — HJ ------ -- - -- -- - -- - - - — - -- - — - - -- - -- - -- - -- C I I ----- - - - - -J ---- - - - - -- --I I LOWER FLOOR FIRE SPRINKLER PLAN 1 178.. = 1170., I I , I q�1 c Q ,- C O a d a DATED ORIGINAL SIGNED BY ROBERT D. fAll10 ON FILE AT NELSON @ODILY 8 ASSOC. 9�ONA1 fN O Q� S 0157E �'y P p OF \0P1 B ERT D f p' W W w Z W O' o U LLI W ao Q < o = C7 ¢� �w 00 o Uj i w O CIO U s x EL Ur o 1 I Project Number: 10 1 � /�\ 4.8'I g �7 J �gJ I LEGEND i ' --------------- -- - L - t - -- PENDENT SPRINKLER ON LINE Q PRESSURE GAUGE sltmNLPrs ; QOM,° I FlN Sn 1YPE cANDPr cecx+EE auAMnTr 0 SERVING M HERS OFFICE 5.6 1/2" 105 1! 108 I CONCEALED 113 J CONCEALED DRY PENDENT HEAD f e 60 CORRIDOR 1 06 LERK ROOM d� HALLWAY - 1i4 f; i `� I d — - - -- - -- n R00 O - -- - -- - -- - -- - -- -- - - -- -- - + T ROOM } ' " II t 52 1 os F115 n 02 OFFICE i` FOYER ���, fiROOM ' - - -- , - -- - -- - DROP DOWN 1 5 SPRINKLER - - F 161 I ` •� U 115 ELEC UNDER STAIR tANDINO T R00 4 I � / �I � � / �`' �� � �."�- - - - - -- - -- -- - - - - - -- 'i :I 154 r l �mj fl RISE UP WITHIN MECHANICAL �. C.3 ," I r { CHASE TO UPPER LEVEL AND �/ _ / n TO ATTIC SPACE. SEE FS102 AND F5103 STORAGE l i r I I 1 I P/N TO A.$. ) / - 75 j jTAIR I - i 51 l- R _ VEST, SAC (PREP I - - - -- / S167R< ' 5 Ih' CORRIDOR 11a 147 I H I �— — - -- — - _ — -- -- \ - -- -- T— - — / - -- - - — O - -- f k tIAT L CNT I � SPRINKLERS AT LOW CEILING I ' TO BE SUPPLIED FROM ABOVE SEE FP102 FOR SPRINKLER LOCATIONS IN ;THIS AREA. ROSTRUM - / CHAPEL "- , 149 / 150 �\ I � STOR I WAITINC 745 TOIL 146 S FFICE 144 /' —,� - 1ss -- - 9 - -- -- - - - - -- D.Z p CULTURAL, CENTER MEN RS aeovE T P nrFORM- TOIL �,� 21 � I RELIEF SOCIETY OVERFLOW / PLATFORM X1 _ — _11 62 64 RRIDOf - - - - -- - - - -- - f -- D.4 v —I f 123 x D05 / \ DROP DOWN TO FIRE SPRINKLERS BELOW (i It PLATFORM. SEE ' I tJ MEN F5601 FOR DETAILS.- - 122 I II SERVING L i 171 J- SEE FP102 FOR LOCATIONS IN THIS I I �I STAIR \-' tAI 11 VEST FOYER .S�I. -- 725 ' ROOM n_ 142 I ,OYE - I CORRIDOR fi I I RISE UP WITHIN MECHANICAL � ]]] 129 ST AGE CHASE TO UPPER LEVEL AND ��� 1 78 I II �\\ TO ATTIC SPACE. SEE FS102 OPP /N TO AS$ / AND FS 103 - - .� \ �..- ` ^'�"°' _ -- _ -_ _ _. _ — __ _ _ _ ._ E.6 CLERK ELEV 1/ a I 173 - E.8 - - - -- ���I -- -- _. _ - CORRIDOR (� HIGH COUNCIL S 1 40 STO �I j x 11 - - - -- AGE �1 OMEN MOTHERS 138 T 1 31 130 'r� ROOfv� ROOM W CT oeNTOA i I AV J COATS I ROOM ROOM OIL Iff ! I � 127 I 126 k" - - -- - -- - - - -- - -- - -- - - -- - -- - -- - -... - .._ -.L- _ -VEST-I — — HJ ------ -- - -- -- - -- - - - — - -- - — - - -- - -- - -- - -- C I I ----- - - - - -J ---- - - - - -- --I I LOWER FLOOR FIRE SPRINKLER PLAN 1 178.. = 1170., I I , I q�1 c Q ,- C O a d a DATED ORIGINAL SIGNED BY ROBERT D. fAll10 ON FILE AT NELSON @ODILY 8 ASSOC. 9�ONA1 fN O Q� S 0157E �'y P p OF \0P1 B ERT D f p' W W w Z W O' o U LLI W ao Q < o = C7 ¢� �w 00 o Uj i w O CIO U s x EL Ur o 1 I Project Number: 10 1 � /�\ 4.8'I g �7 J �gJ 1. INSTALL FIRE PROTECTION PIPING S SHOWN WET-PIPE SYSTEM G WE E M E THROUGHOUT ALL HEATED AREAS AND DRY - BARREL TYPE SPRINKLERS IN VESTIBULES AND COLD AREAS. OBTAIN APPROVAL FOR PIPING CHANGES FROM ARCHITECT AND ENGINEER. 2. WET SPRINKLER SYSTEM: RUN PIPING LEVEL OR SLOPED TO DRAIN AS DESIGNATED IN NFPA 13. 3. OCCUPANCY IS LIGHT & ORDINARY HAZARD GP 1. (NFPA 13) MAIN FLOOR COVERAGE IS LESS THAN 225 SQ. FT. PER HEAD. MECHANICAL LEVEL COVERAGE IS LESS THAN 130 SQ. FT. PER HEAD. ATTIC COVERAGE IS LESS THAN 120 SQ. FT. PER HEAD. 4. SEE SITE PLAN FOR UTILITY CONNECTION FOR FIRE PROTECTION PIPING. AND LOCATION OF FIRE HYDRANTS AND POST INDICATING VALVE. 5. DO NOT ROUTE PIPING THR STRUCTURAL U S UCTURAI MEMBERS OR MECHANICAL DUCT WORK EXCEPT AS SHOWN ON THE DRAWINGS. 6. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF SPRINKLER HEADS. SPRINKLER HEADS DO NOT HAVE TO BE CENTERED IN THE ACOUSTICAL TILE. 7. COORDINATE WITH FRAMER FOR SHEAR -WALL PENETRATIONS. 8. SPRINKLERS SHALL BE QUICK - RESPONSE TYPE. 9. ALL WET -PIPE SYSTEM COMPONENTS (EXCEPT DRY SPRINKLERS MUST BE INSIDE THE BUILDING INSULATION ENVELOPE, WET PIPE SYSTEM PIPING WILL NOT BE ALLOWED IN COLD AREAS BENEATH THE INSULATION BLANKET. 10. ALL REQUIRED DRAINS SHALL FOLLOW NFPA 13 REQUIREMENTS. DRAINS SHALL BE PIPED TO DISCHARGE OUTSIDE THE BUILDING. DRAINS SHALL BE LOCATED TO PREVENT PUBLIC ACCESS, 11. FIRE SPRINKLERS ARE NOT REQUIRED UNDER NON - COMBUSTIBLE CANOPIES AS INDICATED IN NFPA 13, 12. USE PENDENT SPRINKLERS IN ATTIC UNDER EXPOSED INSULATION BLANKETS TO ELIMINATE OBSTRUCTIONS SHOULD THE INSULATION SAG. PropertY Number: 595 - 9995 Sheet Tide: LOWER FLOOR FIRE SPRINKLER PIPING PLAN -IYDRAULIC DESIGN INFORMATION FOR WET SYSTEM REMOTE AREA = SQUARE FEET DENSITY = GPM /SQUARE FEET Sheet: -- - - - RISER BASE --- _�------ GPM______________ PSI FS101 SUPPLY _.._ _. -._... __. _. STATIC PSI RESIDUAL PSI GPM tLOW1tNi GPM O 20 PSI FIRE SPRINKLER LEGEND HEAD COUNT - - L - - -- PENDENT SPRINKLER ON LINE Q PRESSURE GAUGE sltmNLPrs FACroa DRma FlN Sn 1YPE cANDPr cecx+EE auAMnTr 0 CONCEALED PENDENT HEAD BALL VALVE 2 " SMALLER] 5.6 1/2" WHITE pENDENT CONCEALED 165 CONCEALED DRY PENDENT HEAD FA FREEZE ALARM 5.6 1/2" BRONZE PENDENT 212 f- BACK TO BACK ATTIC HEAD FLOW SWITCH f 5.6 1/2' WHITE PENDENT CONCEALED 165 ¢ ,.n E DRY EXTENDED COVERAGE W WET ALARM VALVE I �k, 5.6 1/2" ATTIC 212 SIDEWALL HEAP WITH GUARD DRY SIDEWALL HEAD L i SWAY BRACING I E 5 6 1 /2" .BRONZE CHROME SIDEWALL W/ GUARD _.._ 212 5 SIDEWALL HEAD RECESSED PIPE SUPPORT ,ix, 56 1/2" WHITE SIDEWALL W/ GUARD 212 INSPECTOR'S TEST VALVE FIRE DEP. CONNECTION '" 5.6 1 / WHIT E WET RECESSED 165 - _ SIDEWALL 1. INSTALL FIRE PROTECTION PIPING S SHOWN WET-PIPE SYSTEM G WE E M E THROUGHOUT ALL HEATED AREAS AND DRY - BARREL TYPE SPRINKLERS IN VESTIBULES AND COLD AREAS. OBTAIN APPROVAL FOR PIPING CHANGES FROM ARCHITECT AND ENGINEER. 2. WET SPRINKLER SYSTEM: RUN PIPING LEVEL OR SLOPED TO DRAIN AS DESIGNATED IN NFPA 13. 3. OCCUPANCY IS LIGHT & ORDINARY HAZARD GP 1. (NFPA 13) MAIN FLOOR COVERAGE IS LESS THAN 225 SQ. FT. PER HEAD. MECHANICAL LEVEL COVERAGE IS LESS THAN 130 SQ. FT. PER HEAD. ATTIC COVERAGE IS LESS THAN 120 SQ. FT. PER HEAD. 4. SEE SITE PLAN FOR UTILITY CONNECTION FOR FIRE PROTECTION PIPING. AND LOCATION OF FIRE HYDRANTS AND POST INDICATING VALVE. 5. DO NOT ROUTE PIPING THR STRUCTURAL U S UCTURAI MEMBERS OR MECHANICAL DUCT WORK EXCEPT AS SHOWN ON THE DRAWINGS. 6. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF SPRINKLER HEADS. SPRINKLER HEADS DO NOT HAVE TO BE CENTERED IN THE ACOUSTICAL TILE. 7. COORDINATE WITH FRAMER FOR SHEAR -WALL PENETRATIONS. 8. SPRINKLERS SHALL BE QUICK - RESPONSE TYPE. 9. ALL WET -PIPE SYSTEM COMPONENTS (EXCEPT DRY SPRINKLERS MUST BE INSIDE THE BUILDING INSULATION ENVELOPE, WET PIPE SYSTEM PIPING WILL NOT BE ALLOWED IN COLD AREAS BENEATH THE INSULATION BLANKET. 10. ALL REQUIRED DRAINS SHALL FOLLOW NFPA 13 REQUIREMENTS. DRAINS SHALL BE PIPED TO DISCHARGE OUTSIDE THE BUILDING. DRAINS SHALL BE LOCATED TO PREVENT PUBLIC ACCESS, 11. FIRE SPRINKLERS ARE NOT REQUIRED UNDER NON - COMBUSTIBLE CANOPIES AS INDICATED IN NFPA 13, 12. USE PENDENT SPRINKLERS IN ATTIC UNDER EXPOSED INSULATION BLANKETS TO ELIMINATE OBSTRUCTIONS SHOULD THE INSULATION SAG. PropertY Number: 595 - 9995 Sheet Tide: LOWER FLOOR FIRE SPRINKLER PIPING PLAN -IYDRAULIC DESIGN INFORMATION FOR WET SYSTEM REMOTE AREA = SQUARE FEET DENSITY = GPM /SQUARE FEET Sheet: -- - - - RISER BASE --- _�------ GPM______________ PSI FS101 SUPPLY _.._ _. -._... __. _. STATIC PSI RESIDUAL PSI GPM tLOW1tNi GPM O 20 PSI 20 12 lr�) L SL OCATIONS _ SEE F5 N FOR ON PIPING IN THIS AREA. 10 11 C DA I o D05 — 6 -- - -- CHAPEL D06 -RISE UP TO ATTIC j SPRINKLERS (TYPICAL) ROSTRUM 22-3 I r RISE UP TO ATTIC SPRINKLERS (TYPICAL) — A ------------ T O FFICE ROO 209 F21 2_1_11 F (D RELIEF SOCI TY RELIEF SOCIETY F204 1 05 0 2 0 7 ] F OIL F214 F2_715 212 WOMEN CO CORRIDOR 0 ........ .............. oo i 00 x � OC2� — - -- — - — - — 2 - K2 01 1 -" —UP FROM LOWER LEVEL UP TO ATTIC' L — ' AND UP TO ATTIC LEVEL x )FFICE iS2m F2 073 f ROOM 1 F� *j CORRIDOR r 2l 8 COA > F254 S TAl FOYER LPL T OR� F2 r r217 I CI rD A� - -- -------- D L MOTHE F2_5 2� RISEUP TO OVERFLOW [221 AND TO ATTIC-----' n ...... SUPPLY DOWN TO L OWER SPRINKLERS 0 -A 2 OF - OFFICE Li F2421 241 C G I I 1602 3 4 :CH A DESS OVERFLOW 221 A T'L TR 2=4 RISE UP TO OVERFLOW [221] AND TO ATTIC UP TO ATTIC LEVEL ad - ROOM 0—i UP FROM LOWER LEVEL AND UP TO ATTIC LEVEL THIS AREA PROTECTED FROM MECHANICAL LEVEL ABOVE UPPER FLOOR FIRE SPRINKLER PLAN TOP OF FLOOR ELEVATION 100*-0 "!� 11 U FIRE L OCA L SL OCATIONS _ SEE F5 N FOR ON PIPING IN THIS AREA. C DA I o D05 — 6 -- - -- CHAPEL D06 F222 ROSTRUM 22-3 I 0 OF6 ELEV —1 PRIESTHOOD 22 —RI UP To ATTIC SPRINKLERS (TYPICAL) — II D31 / :E D A FS201 FOYER F2_1 C F2_276 -- — - — - E06 PRIESTHOID �H) i 1 6 0 � 0 ­� r� Z4 ­I. R DATED ORIGINAL SIGNED BY ROBERT D. FAZZIO ON FILE AT NELSON BODILY & AM. I I S,ONAL FNC 'k d W C/) U q I 0 u . , j 1,_ w 00 ' So U) .c < X 4- 2 LU 00 . X z w 0 0 co 0 x x -0 U a. � 1 0 QQ Project Number Plan Serie Prop" Number 595-9995 Sheet Title: UPPER FLOOR FIRE SPRINKLER PIPING PLAN Sheet: FS 102 ro ,2 - P% W- DATED ORIGINAL SIGNED BY MERT D. FAllIO ON FILE AT NELSON BODILY & ASSOC. I I Ix UJ tTJ LU x Z LLJ 0 U LU 0 w < U) in in x 2 U.1 00 15 W z D ir 0 M C-) E--4 0 U U WO ""T" FIRE SPRINKLER SYSTEM SECTIONS AND ELEVATION Sheet: FS103 Project Number Plan Series: Property Number. 595-9995 E--4 0 U U WO ""T" FIRE SPRINKLER SYSTEM SECTIONS AND ELEVATION Sheet: FS103 PROJECTOR SCREEN — SEE DETAIL 11 /A521 CONCEALED SPRINKLER ON SWING JOINT_. FIRE SPRINKLER LINE WITH PENDENT SPRINKLER (TYPICAL) PREMANUFACTURED TRUSS I� T.O. WALL 137' -0" O '� 4 m 8 a DATED ORIGINAL SIGNED BY ( I OBERT D. FAllIO ON FILE AT NELSON BODILY & ASSOC. J FINISH 0 " GRADE 00' — ow BUILDING SECTION 7 Lij LLI F- Lu Z U W° W a0 �m = Q >� C7 Q Km 4 -+ W 00 — W z �- o m o � � wo it Ili Project Number: Pion Series: - - -� Property Number 595-9995 ShW%: SECTIONS, ELEVATIONS, AND DETAILS ELEVAT IQN C,, _ WFS201 RISER DETAIL NOTES tl' F m 1 ®1 I I L�J 61 Fl ` W, I4 N m co [D - DUCTILE IRON FLANGE X SPIGOT PIECE WITH RETAINER RODS M - FLEXIBLE GROOVED PIPE COUPLING ® - GROOVED BUTTERFLY VALVE WITH INTEGRAL SUPERVISORY SWITCH ® - DOUBLE CHECK BACKFLOW PREVENTER WITH RELATED TRIM AND GAUGES ® - GALVANIZED FLANGE X GROOVE SPOOL PIECE ® - VANE TYPE WATER FLOW SWITCH ® - SUPPLY TO WET PIPE FIRE SPRINKLER SYSTEM ® - 4" SWING CHECK VALVE ® - OUT TO FIRE DEPARTMENT CONNECTION WITH GALVANIZED 4" SCH 40 PIPING ®- 1/2" BALL DRIP DRAIN ®- 2" MAIN DRAIN - PIPE TO OUTSIDE WITH GALV SCH 40 PIPING. ®- 4 -WAY EARTHQUAKE BRACE ®- 3 -1/2" WATER PRESSURE GAUGE ®- WEATHERPROOF ELECTRIC HORN /STROBE ®- WIRING FOR ELECTRIC ALARM - BY OTHERS ®- TO FIRE ALARM PANEL NOTE: PROVIDE SLEEVES WHERE PIPING EXISTS BUILDING AT FLOOR AND WALLS. SEAL AROUND PENETRATION. PROVIDE 2" ANNULAR SPACE AROUND RISER IN FLOOR. RI QIICK END THREADLESS COl�MTE y HILTI BRACE FITTING /DECK / QUIK -BOLT" (2 PLCS) (2 PLOW -BRACE PIPING (2 PLC$) -QUICK CLAMP SWAY QUICK 4 -WAY LONGITUDINAL BRACE ATTACHMENT SWAY BRACE CLAMP - c: I 3� 2 3 q I 3 a DATED ORIGINAL SIGNED BY ROBERT D. FAllIO ON FILE AT NELSON BODILY 8 ASSOC. SS\ONAL $ N GISTEp a / a m,A R 'q OF OBERT O FPZ1 CONCRETE QUICK END THREADLESS DECK\ BRACE FITTING - V SCHD. 40 PIPE 3 LONG TYP. -QUICK CLAMP SWAY I BRACE ATTACHMENT o I p FLOOR J Z_ P I - in I FR SUPPLY �- �L //�/' FLEX COUPLING GALV. FUG X GRV SPOOL PEICE CLASS 53 D.I. FLANGED SPIGOT 3/4" AT.R 314 BEM EYE BOLT MECH JOINT 90 ELL CONCRETE THRUST BLOCK W/ 5 scIA BEARING AREA UNDISTURBED EARTH UNDGRO ELL 8 SCALE- NOW NOTE: DISTANCE "X" TO BE MEASURED AFTER BRANCH LINE IS INSTALLED. WHEN USING DRY PENDENT HEADS, USE ONLY TEE FITTINGS, IF AT END OF BRANCH LINE, USE TEE FITTING AND PLUG UNUSED END. LISTED DRY PENDENT. DO NOT USE COUPLINGS OR PIPE NIPPLES TO ADJUST LENGTH OF DROP. LISTED SPRINKLER CUP ASSEMBLY LISTED COVER PLATE ASSEMBLY CEILING DRY D PEDENT HEAD DETAIL UNDER PLATFORM STORAGE 1/8" = 1,_0„ TOLCO NG. 92 SIDE BEAM BRACKET WITH a6° BOLT FOR UP TO (� 4 WAY SWAY BRACING eC WAY SWAY BRACING '1P'PEAx "BST FOR UP TO b" PIPE TJI JOIST SCALE; NONE $GALE NONE 9EGURE 1" X 6 WOOD �� TRUSS JOIST "TA" WITH (3) Wcf NAILS 3"MIN TYPICAL SPRINKLER PfPE TOLCO FIG 2 ADJUSTABLE SPRINKLER PIPE PIPE STRAP $ECURED WITH RING HANGER WITH qy" ATR (2) % X 1 WOOD SCREWS SID AN E BEAM BRACKET AID PILOT HOLE REQ MD % BOLT D NUTS 6' PIPE (MAX) 2' PIPE (MAX) ( DETAIL � HANGER DETAIL CONCRETE `� `, f CONSTRICTION 1 1� 'DROP -IN" CONCRETE LAG BOLT FASTENER N3/$' ANGLE CLIP 13/$" ALL 8318" ALL T41 EAD RFD THREAD ROD _SWIVEL RNG SWIVEL RNG _ PIPE - HANGER DETA $GALE: NONE SR414CHLITE PIPE HANGER DETAIL $GALE: NONE I.I V4' TEAK SCREWS I I I (2 PLACES) LAG BOLT N3/$' ANGLE CLIP 8318" ALL THREAD ROD SWIVEL RNG PIPE �1 HANGER DETAIL 3CALE:NONE 1 ST ORRBBEAM LAG BOLT ANGLE CLIP e3/$° ALL THREAD ROD SWIVEL RING PIPE If HANGER DETAIL $GALE: NONE TRUSS JOIST "Till SPRINKLER PIPE ADJUSTABLE PIPE RING HANGER WITH 46" COACH SCREW ROD PILOT HOLE REQUIRED 2' PIPE (MAX) LL HANGER DETAIL o HANGER DETAIL SCALE NONE LJL L W W r w Z U w w� w �m Y g= Q �' o <m ¢x 4- w z D M M O G x U a U F W W O F� I' , i Project Number: -- Plan Series: Property Number. 595 - 9995 %*Tk RISER AND MISC. DETAILS $Grt FS501 NOTES: 1. CONCEALED SPRINKLER HEAD FLUSH MOUNTED UNDER PLATFORM (TYP. OF 11). 2. RUN TWO SPRINKLER LINES PARALLEL TO FLOOR JOISTS WITH HOLES IN MIDDLE 3RD OF MEMBER DEPTH, 3. NO HOLES ALLOWED IN LVL'S. O - _ O I INVERT = q53' (BA5EDO ON F.F. OF 100.00') 0 3 4) 4.8 - -SLOPE I% 746 RD LEF 1 J� FROM AB( �INVERT = q4.25' (BA /� N 1/4 /FT SLOPE d F.F. (I OF 100.00') 2_KAY h GOT6 G� V N 1 �c s Stamps'. D.7 - - -- IO_ _. aR CN Q 8.3 Q '° ',' DRAWING NOTES OI SEE CIVIL 51TE UTILITY PLAN FOR CONTINUATION. O 3" PRESSURE REDUGINC, STATION, SEE DETAIL 1, SHEET PbOI 6" STORM DRAIN r (9" STORM DRAIN SEE SHEET P102 FOR GONTINUATION. C —SLOPE 1% 9 —SLOPE I% GOTG ( ) 3/4' DGW dU2" OHW RISERS, SEE SHEET P102 t 1 r RD LEADER, I t �^ RO I FA )FR N t rc - ®2' RD LEADER FROM ABOVE 2" RD LEADER W ON W A:1 — - — j - FROM ABOVE J 10 2 RD LEADER FROM ABOVE 8O 2" RD LEADER INVERT = q5.3' (BA5ED ON F.F. OF 100.00') O — SLOPE 7% 6" STORM DRAIN 00 0 0 48 0 0 0 2" 2' FROMA VE LOWER FLOOR PLUMBING PLAN 5GALE: I/8 " =1' -0" 10 5 O 10 20 0 STORM DRAIN 0 8.3 STORM', DRAIN O 10 11 4765 ! 4? o' q OF 9RY D. VE� 3 c><.} 2oocm W u ui F— z W O U LU Y uj Q Q rr^^ =o vJ Q X { ° 2 W 00 O Q� It W O M � U W 746 �i",bOW UP — 2 0 h 12 a 2" VENT UP30 G� _- 0 z w o ° a 4- I I � - ti a I hti 4' II I I` I l I I l �w Q I � SEE LARGE 5GALE LOWER Plan Series: Property Number: 595 -9995 FLOOR PLUMBING PLAN G, $HEE,I P4 1 FOP, f'Lf h1BIh�6 1N _ r tH15 AREA�.� aR CN Q 8.3 Q '° ',' DRAWING NOTES OI SEE CIVIL 51TE UTILITY PLAN FOR CONTINUATION. O 3" PRESSURE REDUGINC, STATION, SEE DETAIL 1, SHEET PbOI 6" STORM DRAIN r (9" STORM DRAIN SEE SHEET P102 FOR GONTINUATION. C —SLOPE 1% 9 —SLOPE I% GOTG ( ) 3/4' DGW dU2" OHW RISERS, SEE SHEET P102 t 1 r RD LEADER, I t �^ RO I FA )FR N t rc - ®2' RD LEADER FROM ABOVE 2" RD LEADER W ON W A:1 — - — j - FROM ABOVE J 10 2 RD LEADER FROM ABOVE 8O 2" RD LEADER INVERT = q5.3' (BA5ED ON F.F. OF 100.00') O — SLOPE 7% 6" STORM DRAIN 00 0 0 48 0 0 0 2" 2' FROMA VE LOWER FLOOR PLUMBING PLAN 5GALE: I/8 " =1' -0" 10 5 O 10 20 0 STORM DRAIN 0 8.3 STORM', DRAIN O 10 11 4765 ! 4? o' q OF 9RY D. VE� 3 c><.} 2oocm W u ui F— z W O U LU Y uj Q Q rr^^ =o vJ Q X { ° 2 W 00 O Q� It W O M � U W Sheet Title. LOWER FLOOR PLUMBING PLAN Sheet P101 o xU� a yV+ n F G� W O 0 z w o ° a I I � - ti a � U C l �w Q I � Project Numbe, . Plan Series: Property Number: 595 -9995 Sheet Title. LOWER FLOOR PLUMBING PLAN Sheet P101 Q �0 1� DRAWING NOTES iD SEE SHEET PI01 FOR GONTINUATION. Q2 3/4" DHW RI5ER.SEE SHEETS PIOI AND P103 FOR GONTINUATION. O3 3/4" DGW FROM BELOW, 1/2" DHW DROPS TO SERVE FLOOR BELOW. SEE SHEET PI01 FOR GONTINUATION. ® 3/4" DHW d DGW RISERS, SEE SHEET P103 FOR GONTINUATION. OS SEE SHEET P103 FOR CONTINUATION. © I" DGW d DHW R15ER5. SEE SHEET P103 FOR CONTINUATION, 1/2`06H FROM BELOW. SEE SHEET PI01 FOR CONTINUATION. ® I" DGW 8 DHW RISERS. SEE SHEET P103 AND LOWER FLOOR LAR6E 56ALE PLUMBIN6 PLAN -A, SHEET P401 FOR GONTINUATION. ® 2 -1/2" VENT FROM BELOW, SEE SHEET P105 d LOVER FLOOR LAR6E 5GALE PLUMBING PLAN -A, SHEET P401 FOR GONTINUATION. 10 BALL TYPE SHUT -OFF VALVE, LOCATE IN AN AGGE551BLE LOCATION, TYPICAL. PROVIDE 112" 50LENOID VALVE IN DGW SUPPLY LINE TO SINK. INTERLOCK SOLENOID VALVE WITH l -DAY TIMER TO OPEN EVERY SUNDAY MORNING AT APPROXIMATELY 1:00 AM FOR 30 5EGOND5. ROUTE WATER RELEASED BY SOLENOID TO EXTRA SPOUT SUPPLIED WITH SINK. SEE 5PEGIFIGATION5. INSTALL SOLENOID VALVE AND TIMER IN GGUNTER BELOW SINK. SEE DETAIL 10/P601. � 904 ra s _ I Stamps. 4765 `9 FOf 200 \� � 3 c�+ "1i W w F— ry Z N �(D I .J ° — 7 3" WASTE �,1 . :a - �i FROM ABOVE 4 3 O3 WAS -_ -- + - - - -- - - - — - oa HAS DN. 52' VENT UP T Y 2 _ 1D2" VENT 3 FROM BELOW P-5 - a - FD I ORD RD 6 : _ ,coe big -- e T K r j F= '— �" E) RD /ORD DOWN O SEE LAR6E 56ALE UPPER FLOOR PLUMBING PLAN -B, SHEET P401 FOR PLUMBIN6 IN TH15 AREA. a.3 UPPER FLOOR PLUMBING PLAN 10 5 0 10 20 OS 2" VENT UPS i �o » UJ O ' o U C w 0 Y �O Q w ¢� ~ _ 2w 00 `5 Q ,— w x O m G� x 1�1 o 'J c4 a xUa F .7 16s O o z _ z o w - a o U O I� S Project Number. Plan Series. Property Number'. 595 -9995 Sheet Title. UPPER FLOOR PLUMBING PLAN Sheet P102 tO O 2 DRAWING NOTES OI 1" DGW FROM BELOW, CONNECT TO WATER 0 O _ HEATER AS REQUIRED. DROP 1" DHW TO SERVE FIXTURES ON FLOORS BELOW, SEE SHEET P102 FOR CONTINUATION, NH WATER HEATER U2 3/4" DGW FROM BELOW, CONNECT TO WATER HEATER AS REQUIRED. 3/4" DHW DROPS TO DET DOMESTIC FLOOR BELOW. SEE SHEET P102 FOR EXPANSION TANK CONTINUATION. AHU AIR HANDLING UNIT b 2 TP -2/ 3 IIA DOWNO O3 SEE SHEET P102 FOR CONTINUATION. - r FROM BELOWQ _ _ ® SEE UPPER FLOOR LARGE SCALE PLUMBING -- -; PLAN -B, SHEET P401 FOR CONTINUATION. - -- Tf -- a 4.1 VTR -- __ _. -__ OS SEE UPPER FLOOR LARGE SCALE PLUMBING FD-2 PLAN A, SHEET P401 FOR CONTINUATION, qo DGW FROM BELOW, CONNECT TO WATER BELOW RISE t * A� HEATER A5 REQUIRED DROP 1" DHW TO SERVE 2' VENT FROM 1 FIXTURES ON FLOORS BELOW. SEE UPPER FLOOR TO 3" VTR 3 �i e i LARGE SCALE PLUMBING PLAN -A, SHEET P401 - FOR CONTINUATION, - - -- b" RE/ORD LEADERS DROP TO FLOOR BELOW. u - - - -- -� -- - -JI SEE SHEET P102 FOR CONTINUATION. SEE SHEET 7 3 F5 -I ' P104 FOR CONTINUATION OF RDVORD LEADER � ABOVE 3 ° °_ O 1!2 DGW FROM BELOW, SEE UPPER FLOOR _. I AR(F SGAI F PI IIMRIN( PI AN -R SHFFT P4n1 4 �r A Rs r� ft C Slampe I f yy I s I r E� �, 4765 9 OF Hq p VE�G D.7 - Ds -- E.7 O 0 DOMESTIC EXPAN51ON TANK PLUMBING ACCESS PLAN N SCALE: I/8 " =1' -0" - -- 10 5 0 10 20 ry W W LLj Z W U �� Y o LLI d Q O = C7 d < w 00 o ry j w ry O U m Sheet Title_ PLUMBING ACCESS PLAN o � Yy1 2 x U a a V G/) H � WO t—� I I a O i3 Project Number. Plan Se— Property Number 595 -9995 Sheet P103 DROP 2" ROOF 2" RD 2.4 2.6 o Q 46 0 0 0 0 SHEET PIOI FOR 6'PD/ORD LEADERS 6" RD/ORD LEADERS DROP 2" ROOF -0 2' ROOF D O P PA P IN F3q7lo DRAI LEADER L L EADE R IN COLUMN. SEE IN COLUMN. SEE SHEET PIOI FOR SHEET PIOI FOR CONTINUATION. CONTINUATION CONTINUATION 0, 2" RD 2 RD 2` RD 2" RD 4" VTR 3" \/TR i t 3650 3910 EQFTJ DROP 2" ROOF (2" RD (?" ORD b'ORD 6" RD O DRAIN - LEADER �6" IN COLUMN. SEE RDIORD LEADERS 6' REVORD LEADERS 5 SHEET PIOI FOR DOWN. SEE SHEET P103 DONN. SEE SHEET PIO CONTINUATION, FOR CONTINUATION. FOR CONTINUATION, 2' RV - - ------- --- - 3' VTR DROP 2" ROOF 2" RD 4" VTR DRAIN LEADER IN COLUMN. SEE SHEET PIOI FOR 6'PD/ORD LEADERS 6" RD/ORD LEADERS DOW SEE SHEET P103 DONN, SEE SHEET P103 FOR CONTINUATION. FOR CONTINUATION. -\ F3q7lo 0 O (Y . PE, 6" ORD 3 650 FT K - - - DROP 2 - -- " ROOF DRAIN LEADER IN COLUMN, SEE SHEET PIOI FOR GONTINUATION!j Qo) 4" VTR 2 RD DROP 2" ROOF DRAIN LEADER IN CC UMN. SEE (E.6) I if Stamps 4765 S 0- 2oo� ui Lu uj Z LLI 0 , 0 LU Lu 0 Lu < M < X 00 z 0 co DRAWING NOTES OI SEE SHEET PI01 FOR CONTINUATION, O2 5EE 5HEET P102 FOR CONTINUATION, O3 LOCATE TRAP PRIMER BELOW LAVATORY. ROUTE 1/2" DGW BELOW FLOOR TO FLOOR DRAIN. ® 2" DGW d I" DHW R15ER5. 5EE LOWER FLOOR LARGE SCALE PLUMBING PLAN -B, SHEET P401 FOR CONTINUATION. OS 5EE 5HEET P103 FOR CONTINUATION. © 1 -1/4" DGW d 1" DHW R15ER5. 5EE 5HEET PI01 FOR ' CONTINUATION. �l I" DGW d DHW R15ER5, 5EE SHEET P103 FOR CONTINUATION. ® I" DGW 4 DHW RISERS. 5EE 5HEET P102 FOR CONTINUATION. ® 2 -1/2" VENT UP, 5EE SHEET P102 FOR CONTINUATION IO 2" 6A5 LINE FROM FLOOR BELOW TO FLOOR ABOVE, SEE SHEETS PIOI AND P103 FOR CONTINUATION. { R15E 112" DGW TO MECHANICAL ROOM ABOVE. 5EE SHEET P103 FOR GONTINUATION. IZ 2" DGW d 1" DHW R15ER5. 5EE UPPER FLOOR LARGE SGALE PLUMBING PLAN -B, 5HEET P401 FOR CONTINUATION. 3 BALL TYPE SHUT -OFF VALVE. LOCATE IN AN ACCESSIBLE LOCATION. stamps 1� i � 4765 �9 9rc OF 4; 3 c�<.k 2ooc_ W w Lu F Z CO W U W �< S W Q > G = 2 Q Q' Q. Q X; 4- 0 lL` W O fY W lY 0 W P b FROM ABOVE -2A J"I A P- 1'r-0 O 3" WASTE ' OS 3' VENT UP S - ' I - � 4' VENT UP 5 I � � FE HI � � P -35 I TP I U3 FD I �'FD-I � -- P-3 0 ; I 1 - 4.. 3 P-_IB /4 F -I P IA 4''. P-IA ` "PIA � P-114 4 " G _ I _ T _ i � I wco r — t "J - - UPPER FLOOR LARGE SCALE PLUMBING PLAN - B 5GALE:1 /4 " =1'-0" - - -------- - - - -.. 5 0 10 N `- 2" VENT FROM BELOW 0 UPPER FLOOR LARGE SCALE PLUMBING PLAN - A 5 0 10 N E-t v� O N o x U v r � � G/1 w �O i o - z — o = °¢ o U o I Project Numbe, . Plan Series Property Number 595 -9995 Sheet Title: LARGE SCALE PLUMBING PLANS Sheet P401 GLAMPIN6 RING, TYPICAL. ROOF INSULATION AND MEMBRANE. RE NIN65 TEGP'RAL DRA WINGS. NO -HUB PIPE COUPLING, TYPI GAL. - UNDER DECK CLAMP, TYPICAL. EXTERIOR WALL, SEE ARGHITECTURAL ROOF DRAIN GAIT IRON OR ALUMINUM ROOF DRAIN DOME, TYPICAL. 2" HIGH SECONDARY DRAIN �- ROOF INSULATION I AND MEMBRANE. RE: ARCHITECTURAL DRAWINGS. ROOF DECK, SEE ARCHITECTURAL DRAWIN65, YPIGAL. OVER -FLOW ROOF DRAIN ROOF DRAIN DETAIL 4 5GALE: NONE OFANIN65 SECONDARY ROOF DRAIN LEADER, VENT PIPE GAULK WEATHER ANCHORED TO WALL STAIN STEE TIOHT r 12" MIN. BAND. - -^ �I SEALANT METAL GOLLAK. I TO MATCH ROOF MEMBRANE SLOPE OF ROOF.- I I DOWNSP NOZZLE DOWNSPOUT WALL FLANGE BOLTED TO WALL ANGHOR FLANGE TO WALL EXISTING FILL WITH NON- A5PHALTIG SEALANT. I ROOF CONSTRUCTION. VENT PIPE THROUGH ROOF. TRAP PRIMER DETAIL q 5GALE: NONE P601 FAUGET SPOUT FOR RELEASED WATER FROM 50LENCID VALVE. PLUMBING SYMBOL LEGEND SYMBOL DE5GRIPTION 5(MBOL DESCRIPTION MORNING AT 1:00 DROP IN PIPE 0 FO0 FLOOR GLEAN OUT - 10 RISE IN PIPEwco 1/2" WALL CLEAN OUT - I a� VALVE IN P15E - iI OO GLEAN OUT - -- GOLD WATER 01 COTC GLEAN OUT TO 6RADE -- - DOMESTIC HOT WATER VTR VENT THROUGH ROOF -- - DOMESTIC HOT WATER REGIRGULATIN6 112" 2 WAY GONTF )L VALVE INT. SEWER OR WASTE - - 3 WAY CONTROL VALVE - --- VENT - BUTTERFLY VALVE -CWV- COMBINATION WASTE AND VENT - - - ivI - - PLU6 VALVE - G - 6A5 -- 61-OBE VALVE -SS- 5ANITARY 5EWER - (OUTSIDE) 2" P05T INDICATOR VALVE - (PIV) - D - DRAIN - AIR VENT WITH NEEDLE VALVE -SD- STORM DRAIN D4 -- VALVE BOX -RD- ROOF DRAIN LEADER - S D I - VALVE IN PIT -SRD- SECONDARY ROOF DRAIN LEADER - -- INDICATOR GATE VALVE tt� x" FT ROOF AREA SERVED DESIGN SLOPE OF ROOF DRAIN PIPING " " " "" STRAINER - GONGENTRIG REDUCER - +IF UNION ^ ECCENTRIC, REDUCER {X -- GATE VALVE T AIR CUSHION TYPE WATER HAMMER ARRESTOR 1 -1/2" BALL VALVE WHA 6A5 TYPE KATER HAMMER ARRESTOR 3/4" CHECK VALVE r - - -- GAUGE GOGK - -- 50LENOID VALVE - 1 i-o fi-o GAUGE WITH GAUGE GOGK 1/2" PRE55URE REDUGIN6 VALVE - (PRV) - ++ -_ THERMOMETER OR 6AU6E WELL 2 -ice} SAFETY OR RELIEF VALVE THERMOMETER t< ANGLE VALVE `r PPE55JREITEMPERATUPE TEST PLUG (PETE'S PLU6) - -- J -- FLOW GONTROLLER OR BALANCE VALVE x - PIPE ANGHOR ® NEW CONNECTION = PIPE GUIDE -- ] GAP HB -I GROOVED JOINT COUPLING -0 fs FLOOR DRAIN, FLOOR SINK OR ROOF DRAIN {Q BLIND FLANGE SINK FAUCET (COLE) _ _ �- / WATER ONLY) - .. CAST IRON HUB AND SPIGOT TYPE PIPE. LEN6TH TO SUIT. �/ \ nni+ai a wia c+rnn 318 — jDGW 5TOP VALVE. 2" DGW 5UPPLY U I 50LENOID 1 -DAY TIMER, (SET FOR EVERY SUNDAY VALVE MORNING AT 1:00 WASTE AM) CLEANOUT DETAILS 6 SCALE: NONE -- _ - -. - - -- -- tOI DOWN NOZZLE AT WALL DETAIL 8 VENT THRU ROOF DETAIL r5 5GALE: NONE _ P601 SCALE: NONE _ _ P601 1" HOT WATER TO SYSTEM HEAT TRAP, TYPICAL. I" GOLD WATER SUPPLY PER A5HRAE qO.1. SHUT -OFFS rni n werco MAN FINISH 6RADE - EXPAN 16" SQUARE CONCRETE PAD pIELEGTRIG UNION 10 ` TANK GLEANOUT AND AGGE55 TROWEL SMOOTH AND E1?6E. PdT RELIEF VALVE -- - -� COVER. OF COVER T FLUB TO BE FLUSH NV TOP FLOOR LINE BRA T R SUNK PLUG Vdl _ — TO FLOOR DRAIN OF FLOOR � COUNTER SUNK HEAD. I ELECTRIC 1 WATER —I/8" CAST IRON BEND GAST IRON BEND I HEATER FURNISH AND INSTALL SEISMIC \ \ RESTRAINT SYSTEM TO MEET - -CAST CAST IRON WASTE LINE, IRON WASTE LINE, LENGTH TO SUIT GODS REQUIREMENTS. 5EGURE LENGTH TO SUIT TO BUILDING 5TRUGTURE. —WASTE LINE _ —WASTE LINE 1 -DRAIN VALVE NV THREADED HOSE CONNECTION. 1/8" BEND IF GLEANOUT I 1/8" BEND IF GLEANOUT OGGUR5 AT END OF LINE FLOOR DRAIN OGGURS AT END OF LINE 1 1 FLOOR (ALANOUT (FCO) (A ANOUT TO GRADE (COTG) 2' MIN. SACRAMENT PREP SINK DETAIL IO 5GALE: NONE P601 THRE, GLEA PLUG TEST CLEAN DETAIL 5GALE NONE P601 ELECTRIC WATER HEATER DETAIL K 2 5GALE: NONE FINISHED WALL SURFACE STAINLE55 STEEL ROUND AGGE55 COVER AND SCREW. PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION GOLD HOT TRAP WASTE VENT 5PEGIFIGATION S ECTION P -IA WATER GL05ET, TANK TYPE, FLOOR MOUNTED, STANDARD 1/2" HERTZ INT. 3" 2" 22 4200 P -16 WATER CLOSET, TANK TYPE, FLOOR MOUNTED, ADA COMPLIANT 1/2" 208 INT. 3' 2" 224200 P - iG WATER GLO5ET, TANK TYPE, FLOOR MOUNTED NURSERY 112" 40 INT. 3' 2" 224200 P -2A 28.8 4 DET -3 NT. 2' 2" 22 4200 2 208 4 2.1 NT. 2' 2" 224200 _P-3A - 7- 7 5r LAVAIORY, HALL MOUNIFE), ADA COMFLIARI 1/2" 1/2" -I 60 1-112" 224200 D5E -40 LAVA I CRY, 7OUNI tK MOON I L17, ADA 70MILIAN 1 2 7 00 7 4A 5ERVINC, AREA 517, GOUNTERMOUNTED, STAINLESS 57EL, B W 72" I/2" 72" 772" 7777 224200 P-45 5AGR15TY SINK, COUNTER MOUNTED, STAINLE55 STEEL, SINGLE BOWL 112" 1 -112" 1 -1/2" 1 -1/2" 224200 P -5 5ERVIGE SINK, FLOOR MOUNTED 3/4" 3/4" 3" 3" 2" 224200 P -6 ELECTRIC, WATER COOLER, BI -LEVEL 1/2" I /2" 1 -1 /2" 1 -1/2" 1 -112" 224100 HB -I H05E B B, GOLD KA TER ONLY, T IOR Ill" 22 4200 NH WALL HYDRANT, NON- FREEZE, EXTERIOR 3/4" 224200 TP -I TRAP PRIMER PRESSURE DROP TYPE 1/2" 224200 TP -2 TRAP PRIMER ELECTRONIC 1/2" 224200 TP -3 TRAP PRIMER (ELECTRONIC) 3/4' 1 224200 FD -I FLOOR DRAIN, b" DIAMETER GRATE 2" 2" 2" 224200 FD -2 FLOOR DRAIN, q" DIAMETER GRATE, SEDIMEN BUCKET 2" 2" 2" 22 4200 F5 -1 FLOOR SINK 8" 50UARE b" DEEP SUMP 3" 3" 2" 224200 RD ROOF DRAIN, 15" DIAMETER 6RATE 224200 RD OOVERFLOW ROOF DRAIN, 15" DIAMETER GRATE 224200 DN DOWNSPOUT NOZZLE 224200 GO GLEAN OUT 224200 NGO WALL GLEAN OUT 224200 FGO FLOOR GLEAN OUT 2242 GOT6 GLEAN OUT TO GRADE 224200 WHA 1 WATER HAMMER ARRESTOR 22 Iliq GENERAL NOTES: I. THE CONTRACTOR SHALL VERIFY ALL PLUMBING FIXTURES, EQUIPMENT REQUIREMMENTS AND LOCATIONS, AND ALL RELATED UTILITIES WITH THE MECHANIGAL AND ARGHITEGTURAL PLANS AND 5PEGIFIGATION5 AND SHALL PROVIDE ALL 5ERVIGE5 AS REQUIRED, 2 ALL WALL -HUNG PLUMBING FIXTURES SHALL BE SECURELY ATTAGHED TO AND SUPPORTED BY FLOOR MOUNTED CARRIERS OF ALL METAL CONSTRUCTION, FIXTURE HAN6ER5 OR ARMS SHALL BE SUPPORTED FREE OF THE FINISHED WALL. HANGERS SHALL BE BY WADE, SMITH, J05AM, OR ZURN, 3. EACH INDIVIDUAL FIXTURE SUPPLY SHALL BE PROVIDED WITH A CHROME- PLATED STOP VALVE WITH HAND WHEEL. VALVE SHALL BE WA5HERLE55 OR WASHER -TYPE AS APPROVED BY ENGINEER. STOPS SHALL BE ON BOTH HOT AND GOLD WATER LINE5. 4 FIXTURES AND AGGE55ORIE5 SHALL BE AS SPECIFIED. EACH ITEM SHALL BE GOMPLETE WITH CHROME- PLATED BRA55 TRIM. SEE PLUMBING FIXTURE SCHEDULE, 5. CAULK WITH SILICONE GOMPOUND AROUND ALL FIXTURES AT INTERFACE WITH WALL5 AND /OR FLOOR. 6. ALL PLUMBING SHALL BE INSTALLED IN AGCORDANGE WITH THE LATEST ADOPTED EDITION OF THE UTAH PLUMBING CODE AND /OR LOCAL ORDINANGE5, I. ALL FIXTURES SHALL BE AS 5PEGIRED ON PLUMIBNG FIXTURE SCHEDULE, OR AN ENGINEER - APPROVED EQUIVALENT. DOMESTIC WATER HEATER, ELECTRIC - DUAL ELEMENT SYMBOL NPUT WATT5 GALLON STORAGE DOMESTIC WATER ELEGTRIGAL A.O. SMITH NU MODEL REMARKS GPM MAX.LWT VOLTS HERTZ PHASE AMPS NH-I 6000 40 15 122 208 60 DET -I 28.8 D5E -40 5T -5 -C NH-2 6000 40 15 122 208 60 1 28.8 USE 40 DET -3 WH -3 6000 40 15 122 208 60 2.1 28.8 DSE -40 VERTICAL NH-4 6000 40 15 122 206 60 28.8 D5E -40 EXPANSION TANK LOCATION TANK ACCEPT AMTROL URINAL 48" LAVATORY SYMBOL VOLUME VOLUME MODEL ARRANGEMENT DUTY REMARKS THAT LISTED ABOVE, 6AL. 6AL. 6-260 0 -200 P51 -- C DET -I 2.1 O.q 5T -5 -C VERTICAL DOMESTIC GOLD WATER SYSTEM LINE 512E REDUCED - DET -2 2.1 Oq 5T -5 -C VERTICAL DOMESTIC, COLD WATER SYSTEM DET -3 21 O.q 5T -5 -C VERTICAL DOMESTIC GOLD WATER SYSTEM DET -4 2.1 O.q 5T -5 -G VERTICAL DOMESTIC GOLD WATER SYSTEM MOUNTING HEIGHT CHART LOCATION GENTERLINE DESCRIPTION HEIGHT URINAL 48" LAVATORY 12" Si N< 12" GENERAL WALL 12" NOTE: GOORDINATE WITH ARGHITEGT PRIOR TO INSTALLING AT A HE16HT OTHER THAN THAT LISTED ABOVE, WALL CL EANOUT DET AIL. 3 SCALE: NONE -- - - -- - - - -- P601 PRV STATION DETAIL 56ALE: NONE - .... -- -- __._..__ -- - P601 i� I ,i I Stamps 4765 Nq n C �q Fq 0 JE�G 3 c��,4 2ooc W w Z LIJ 0 U Lij� W 0 " v O Q > C 7C � Qc Q F 00 o j w U m coo Sn w O o xUx F � W4 < o w a o I Project Number Piss Sues Property Number. 595 -9995 Sheet T,tle. PLUMBING SCHEDULES I & DETAILS Sheet P601 BRASS GLEANOUT PLU6 NU COUNTER SUNK HEAD. 16' SQUARE GONGRETE PAD TROWEL SMOOTH AND E06E. FINISH GRADE 71 /8" GAST IRON BEND. C TO BUILDINO f PRESSURE REDUGIN6 \ VALVE (PRV) SET FOR 3" I- 65 PSI, AND A MAX. FLOW OF 60 GPM. PRE55URE C PRESSURE 0 -200 P51 6-260 0 -200 P51 -- C 3° L BALL VALVE L UNION SHUT -OFF, TYP. BUILDING FLOOR C LINE 512E REDUCED - PRESSURE PRINCIPLE 9" BUILDING WATER SUPPLY ` \ BAGKFLOW PREVENTER. THRUST BLOGK PRV STATION DETAIL 56ALE: NONE - .... -- -- __._..__ -- - P601 i� I ,i I Stamps 4765 Nq n C �q Fq 0 JE�G 3 c��,4 2ooc W w Z LIJ 0 U Lij� W 0 " v O Q > C 7C � Qc Q F 00 o j w U m coo Sn w O o xUx F � W4 < o w a o I Project Number Piss Sues Property Number. 595 -9995 Sheet T,tle. PLUMBING SCHEDULES I & DETAILS Sheet P601 BRASS GLEANOUT PLU6 NU COUNTER SUNK HEAD. 16' SQUARE GONGRETE PAD TROWEL SMOOTH AND E06E. FINISH GRADE 71 /8" GAST IRON BEND. I" h p Y2 n �PV P -3B fl �° 5Y '/4n P -3B I" %4" V:' " h TP ' . I %4" c P 3A a Vii " P -IA TO `D -I TP TO FO -I ( !/2" TRAP TRAP ` j P -IA P -(A P -b UPPER FLOOR - A WATER PIPING ISOMETRIC 56ALE: NONE - -- ... - - -- - - - - -- P -IB T r� I ` � 2 "- ` I I � 2 .. \ ! h' P -3B` FD -I 2" 3" ` \ q �\ 2 "� . � 2 I P -3B \ 2 W 0 1 \ 2h I 2 " 2 " I 2h" f 4 " I FO -1 WGO ` -f I - -- 2 WG0 3" '�`� � 1 1 -2 1 P IA �\3- WGO � 2, �IYi" y 2 "--'} � I P ' I � A i .� 3 I i P -I AI UPPER FLOOR - A SOIL /WASTE /VENT PIPING ISOMETRIC 5GALE: NONE — - - -- - - - - -- --- -- - - - -- - 0 V P 3 > TP P -(b P -3B O FI TRAP P -IB P -IA P -IA ell P -T' \ YE3 Y4, Zh" P -3B li" O -I TI'-" '" TRAP ' LOWER FLOOR - A WATER PIPING ISOMETRIC 5GALB NONE - -- --- ----- .- .---- __ —_ -- /^K I1/2" �< d' Ih P -36` I I ` i I " �I' P -b q s P 3B ow NCO 2 .. u ���{ W10 2" 2.. IV " WGOI `� WGO WGO i 0 I j i` � 2 4 FD -I �JP -2 I IP -IB �\ P -2B 1 " \1- �+r� 2h 2" 2 I I 3" P-IB P -IA 3" 4" ' P -35 I `n 2"� ( P -3A j I�" I NCO f I W10 <� 4- 2"1 NCO FD-I I I W10 3 " WGO �I �I I \ 2" 4" I I � P -IB 1 2" 2" V2- ` W10 I 3' I� °�, P -4A 4" WGO LOWER FLOOR - A SOIUWASTE /VENT PIPING ISOMETRIC 5GALE: NONE - -- __ P-2A P -25 I J y m Stamps 4765 F OF '< it if 3 0-� 2oa Iy W w Lij z U) W O U Y mo Q w U) a Qm r w Op `o Lu i w it > - o W U 0 H s x a V V� F � �O z `s z n 0 N ° o E I io 0 0 to I� Project Number Plan Serles. Property Number: 595 -9995 -_ Sheet iltle. PLUMBING ISOMETRICS Sheet P901 TRAP "�?" Q o li 10" THICK �% �J CONCRETE � Fs ': 6 "CHWR *- `;�"`"" PAD 6 "CHWS CHILLER C (9 6 1 1 z �.►� I - -- SEE FLOW DIAGRAM - -�— - - FOR ADDITIONAL INFORMATION � stamps. FF I N� 4765 g CHILLER ENCLOSURE PLAN SCALE: 1/4 " =1' -O" 5 0 0 3 0-✓ 2—o MECHANICAL SITE PLAN N SCALE: 1 "= 20' -0" 20 10 0 20 40 SLEEVE PIPE PENETRATION THROUGH CONCRETE, TYP. c S R M100 DROP CHWS AND CHWR TO 48 "MIN, BELOW GRADE. SEE UNDERGROUND CHILLED WATER PIPING DETAIL. 1 CHILLER _,._._.......- ___._._" 10" THICK CONCRETE !/ PAD SECTION D oo SCALE: 1 /4 " =1'- O" 5 0 10 CHILLER 10" THICK CONCRETE PAD —� �! 6 "CHWR /CHWS BELOW GRADE SECTION rB SCALE: 1/4 " =1' -0" M100 5 0 10 SLEEVE PIPE PENETRATION THROUGH CONCRETE, TYPICAL 4 Z LIJ u w F— Lu z cn Lu 0 w 0 Y mo x uJ Q ¢ m g w OU `o c i L j w x 0 m 0 1 � F o �x< o U Q o x W o i � t I i o Project Number. g — P _ lan Series: Property Number g 595 -9995 9 Sheet Title: MECHANICAL SITE PLAN, CHILLER ENCLOSURE PLAN AND SECTIONS Sheet. M 100 0 2 2.4 2.5 O \ 4 4.8 S 8 �J 10 11 DRAWING NOTES S -1 340 CFM, 10 "0 NK. SA. DIFFUSER. .2 R -1 24 "x24" NK. R.A. GRILLE WITH SOUND BOOT, a O =210 CFM, 8 "0 NK. S.A. DIFFUSER. °- O R -1 12 "x12" NK. R.A. GRILLE WITH SOUND BOOT. A B ro M301 M30 O5 S-1 250 CFM, 10 "0 NK. S.A. DIFFUSER. ti S -1 160 CFM, 8 "0 NK S.A. DIFFUSER, ciz O 5 -11100 CFM, 8'0 NK. S.A. DIFFUSER. s 8 a 380 CFM 10 "0 NK. S.A. DIFFUSER. ti _ _- - -- - - { A ,1 �9 , S I U 280 ,FM, 10 "0 NK. S.A. DIFFUSER. _~ 10'x10 " -, AL 8x10 +1'AL 8'x10 " +1 AL 8 I 10 "0_1 10 "x8 " +1 B AL � 0 S -1 200 CFM, 8 "0 NK. S.A. DIFFUSER. c - = - - -- -- 7- CH ozY 0 "0 10 "0 10 "x10 +1 AL oFr S-1 330 CFM, 10 "0 NK. S.A. DIFFUSER. a _- H na 00 ' 1, � FFII � -- f, _ _ ' a+uH,RS� �_ii� `,. L I p "m V O - 8 ° x8' oe - VAV 0 "0 2 S -1 310 CFM, 10 "0 NK. S.A. DIFFUSER. C 0'0 C 7 p 3 8 1 8' 0 , g IH0 230 CFM, 10 0 NK- S.A. DIFFUSER. l 158 eo "t „- - i ' H.D. - 10 "0 2 l VAVR 5 - - 4 10 ue "� VAVR x8 �� 0� 8'X10' +1'!AL - 0 "X8" 4 3 VAVR � \� �� 01 Roc �' 14 S-1 400 CFM, 10"0 NK. S.A. DIFFUSER. 1 a = Sa 46 �, AL VAVR VAVR }� 2 "'x10° - 0 „m V ,s %_ �,�_. ,p3 4 q VAVR sl 4 2 0 $ 0x10 " +1 A �''�I V 124 4 105 4 5 6x6” 4 ' T -1 12 "x12" NK. R.A. TRANSFER GRILLE WITH SOUND BOOT. 8 "x8' +t AL s 102 Q O s. - °��� �_ 8,.0 DIFFUSER, � t 5b s _ 4 Ca „o o - _ 4 670 CFM, 8 "0 NK. S.A. 8 0 8 0 VA 3 0 0 8 "m\ 0' Y 80 8 0 8 m\ 108 7 H ° U Ell -I ,17 S -1 290 CFM, 10 "0 NK. S.A. DIFFUSER. - 7 LA �f 40 20 6d_ 9 _- ,- 4 ®L ho 8 8 "x' + 1'AL H� 1 8 S 1 120 CFM 8 "0 NK S.A. DIFFUSER 8 "x10 " +1 AL ti oa 4 4 - 14 "0 S A. g'm xA 6 "0 10 "x10" Q 4-_ r•$4 sr j- _ 4 cAt. 4 y :m _; HD 8 ° x10 • ' +1 "AL 9 S-1 .220 CFM, 10 "0 NK. S.A. DIFFUSER. NMI cIRI, 0 0 5s 8 "0 HD a ocN 20 20 S -1 175 CFM, 8 "0 NK. S.A. DIFFUSER. 4 ©, 27 50 0x8' +1 AL 50 34 27 - 7 t r 2 "0 c I Q. } __ HD -_ Y ' " m -- t to r �, : 8 2 O S -1 500 CFM, 12 "4 NK. S.A. DI, FUSER. _ 34 8 0 „xa” 4 0 S A. e 5 _ _ _ , ' VAVR _ -- - - _ -_ - C.3 22 R -2 36 "x20" NK. R.A. GRILLE, LOW IN WALL. oon 7 +1' "AL 06 20 0 S A. 24 4 6� 2 + F. c � . A. 7 10 0 I,' " �-� 4 "m S. 3 I np 1 23 18 "0 SUPPLY AIR FROM ABOVE, SEE DRAWING M102 FOR CONTINUATION. AL 8 "0 10 "x10 " +1 "AL —__= __ �__ -- -- HD L E -' 24 20 "0 SUPPLY AIR FROM ABOVE, SEE DRAWING M102 FOR CONTINUATION. _ . J - -.- _ = �� ¢ 8 0D 25 RISE 6 "x6" EXH. DUCT, SEE DRAWING M102 FOR CONTINUATION. stamps 6 + 46 vE CH 26 RISE 16 "x22 " +1 AL R.A, DUCT, SEE DRAWING M102 FOR CONTINUATION. � FE �� 2 ✓ o H D. ` N IMF, VQ J ,�e� Y�r V O 40 x22" NK. R.A. GRILLE LOW IN WALL. �� q 22 "x16 AL +1 = '- 28 12 "0SUPPLY AIR FROM ABOVE, SEE DRAWING M102 FOR 465 .. _ - ; / I I 4 - - r " r -V A 2 -- 2'x 4 " +1 "AL -- CONTINUATION. r O� 9 P$ — J°�` °r ,- - 3 � s - _ '"_� t8 0 ff' --L,— -- -- - D 29 RISE 16 "x12" EXH. DUCT, SEE DRAWI ^ -? M102 FOR CONTINUATION. o 2� R °- - 30 12"x10 " +1 "AL SUPPLY AIR FROM ABOVE, SEE DRAWING M102 H 9 - H , D. D. VAV 4 0 0 FOR CONTINUATION. 1 28 20 "x14" 36' H.D of EXHAUST GRILLE. RISE 20 �- 31 "x14" EXH. DUCT, SEE DRAWING M102 FOR CONTINUATION. 44 Y22 " 21 4'x8'a 1 2 "m VAVR a j e 16 C "m 0 "0 0 "0 F i _ __ 32 RISE 14 "x14 " +1 "AL R.A. DUCT, SEE DRAWING M102 FOR CONTINUATION. . —` ®1 1 - -.- _ - - -- -- 1 MEN 4 I - - 0 2 0, - :H:D. " © - - A 33 RISE 30 "x10 " +, ° AL R.A. DUCT, SEE DRAWING M102 FOR CONTINUATION. _ D.2 - =c D D HD 12'x48 11 - 1 , M30 34 RISE 30 "x12' +1 "AL R.A. DUCT, SEE DRAWING M102 FOR CONT W w - - - H.D. ` 10 °m H 80 O. 8 „0 x Lu t - -- �1 = -__ -_ __ -- - D 35 RISE 12” 12" EXH DUCT SEE DRAWING M102 FOR CONTINUATION �- _ - - - -- ' D.3 2 1 1 28 ` 14 "x14' 4 „ V 3 r) m i 4 I 6, x6 u 1 s H " ➢ -- 12 "x12" NK, R.A. GRILLE. 10`0 t m x8 " 6 0 - -- D.5 purr S.A. _ '' a +1 AL- x , 41 , •AL H° a x8 +1 AL G �j 37 RUN DUCT UNDER STAIRS TO R.A. GRILLE. V Lu o earww 0 0 8x8" 6 " "0 © 8' 0 D ' 6 38 E -1 400 CFM, 12 "x12" NK EXHAUST GRILLE. W c o } - - f2 1 4 350 CFM, 10'x10" N { 8x6' ID 21 28 e _1 71 VAV - m x D.8 �, - - � Ho. I VA�V _ Mm K. � ¢ _ ® H.D.' 0 on:N 21 j 16 - 40 E -1 200 CFM, 8 "x8' NK. EXHAUST GRILLE. _ j Q 22 44 p „m 63 e u 12 0 36 _ L 0 "0 10"0 , O „m � 41 �9 =-1 100 CFM, 8"x8” NK. EXHAUST GRILLE. n -- TO AHU 3 4�2 E -? 150 CFM, 8 "x8" NK. EXHAUST GRILLE. �� , g u S -\ L 38 2 m H.D. H D - H D. - ,4a 45', 2' 42 4 30 SiseE x - - - - - 44 RISE E -1 250 CFM, 10 "x10" NK. EXHAUST GRILLE 9g2 - f „ 30 "x14 ° +1 "AL R.A. DUCT, SEE DRAWING M102 FOR CONTINUATION. Z -. - - - X16 "0 12 - - - - -- - - -- 48 ._,I',5 80 S. A: 2 - 5 DROP 36 "x10 +i AL R.A. DUCT, DOWN CHASE TO R.A. GRILLE. O - 4 " +1 "AL rmc x, v _ -_- Ux,gv " I'..- - UAVR ® " " CH P 3 4 45 s O t rr r 2 24 a ❑ 20 46 ATC /LOW VOLTAGE TRANSFORMER PANEL HIGH ON WALL IN ROOM m 5 H.D. 10 �0 " +1'AL 8 "0 VAVR 4 uRl OR ABOVE DOOR. 4 _- nr4 3H 'LO "x18 " +1' AL- 39 -- — - es 0x10 ° +1 "A� - -m ! s n ' o �8 0 47 DROP 16 "x10 " +1 "AL R.A. DUCT THIRD CHASE TO R.A. GRILLE. RISE : " - 4 , 10' 0 0 14 "0 S.A. H D - `— TO SOUND BOOT. 7 HD' - -- _ - I ,0 48 R-2 16"x10" NK. R.A. GRILLE, LOW IN WALL. 8 "0 4'0 S.A, 7 4 r 4 + 49 1 1 s 0 S — p 9 - ] r 8'x8 " +1'AL 23 a 8 "0 I coFa,nore " 20 "0 RISE 20 "x18 " +1'AL R.A. DUCT, SEE DRAWING M102 FOR CONTINUATION. E.7 - - -- - -- � �� -- _ _ 50 7'.2' RETURN AIR OPENING IN WALL. OPEN TO RETURN AIR SHAFT. w Z 13 VAVR 27 33 VAVR 6 3 � 44 4 H.D. 35 cv _ 24 - - - E.6 - - -- - - - -- - -- - - - - -- - Og -- VAVR 0 "xa +1 "AL 136 �a �, O x 8 ' x I - OO _ - 141 0'x10' +1' AL — — �4 �y x vat.- _. _- _�`" ` t —= -- _ __ __. _.- l ; VAVR ° p U i y 6 L VAVR 8 0 H D VAVR Q HA' wr.v -- - , �aa rcK 127 126 _ '�. vcti u 0'0 4 _ 14 "m s.A 1p m 8 m, 31 p GENERAL NOTES a x v W - _ _ H_D. O5 �9 It0'0 Ho corrU. 8 d�..: 8�0 - - -B,.mT - 12'x12 EXH. ,0' "0 1 2 ,� „ - w 60 s (s�' ;,_ - SJ 0x8 +1 AL ,00M "xl < " +1 "AL PROVIDE A REMOTE DAMPER ADJUSTER FOR ALL INACCESSIBLE x 4'x10 +1 AL 46 :28 n.D. H.D Ha 0 0 4 4 OTHERWISE NOTED ON DRAWINGS O e 1 ADJUSTER IN CEILING UNLESS _ 4 "L HAND DAMPERS LOCATE REMOTE F C/� 10' m 10 0- T - 2 4 VAR UAVR V 33 6 ' E6 x6 J O 0 - W 11 , 50 zP a I " 01351 10 x8 �� ,0 x8 � 4 '.6 x 0 ?x8 ! A "Me` _ „ -- - - - -- - - - -- - -- -.... - -- �'� +1 ALA 134 +1 AL- HD - ao RD , 110 0 H ° " rt.o -- — D - 7 21100 Ha g '- H 00 0' m ST a CH r 8x8 z> _ 16 4 _ +1 "AL - g'0� 0 f 2' +1 "AL -- - - 6 )- 10 "x1 6 - 8 1 , 41 o s E s s Plan Series. Property Number 595 - 9995 Sheet Title: 1 0 02 3 a� 4.6 5� �s �i � 8.3 90 10 11 LOWER FLOOR MECHANICAL PLAN LOWER FLOOR MECHANICAL PLAN N SCALE 1/8 " =1' -0" 10 5 0 10 20 - -_. - -�J Sheet M101 DRAWING NOTES - -- -- - - - - -- -- - - - -_ - 1� S -1 250 CFM, 10 "0 NK. S.A, DIFFUSER, R -i 12 x12 NK. R.A. GRILLE WITH SOUND BOOT. X24 3 �% 0 0 (3 10 11 3-1 100 CFM, 8 "0 INK, S.A. DIFFUSER. ® S-1 450 CFM, 12 "0 NK. S.A. DIFFUSER. 50 S -1 160 CFM, 8"0 NK S.A. DIFFUSER. 6 5-1 CFM 8 "0 NK_ S.A. DIFFUSER. R -3 24"x4" NK. R.A. GRILLE ON STEP WALL. ® S -1 280 CFM, 10 "0 NK. S.A. DIFFUSER. �9 F S -1 400 CFM, 10 "0 NK, S.A. DIFFUSER. w A B O0 S-1 100 CFM, 6 "0 NK. S.A. DIFFUSER. C ' =a M301 M30 11 S -1 275 C=M, 10 "0 NK. S.A. DIFFUSER. 1 MECHANICAL ROOM 301 12 S -1 350 C=M, 10 "0 NK. S.A. DIFFUSER � - o ABOVE, SEE DRAWING M401- <2 4 013 �S -1 500 CFM, 12 "0 NK. S.A. DIFFUSER. A - - - - - -- - - -- .. -,- = - - -- !- -- -- -- -- - -- - . _ -- - �p� S 1 60 CFM, 6 ° 0 NK. S.A. DIFFUSER. 10'x10 " +l "AL 3i 5 200 CFM, 8 "0 NK. S.A. DIFFUSER. E� :,_ - -- C - �;M o r 30 300 CFM 10'0 NK S.A. DIFFUSER. W = o L 8 " 4: fi _'_'.. H.DH.D.- z,a 1 2 �2 t S -1 710 CFM, 15 "x15' NK. S.A. DIFFUSER., s 0 0 °0 8 "x 0 1 AL 6 1 10 "0 5 6 d I �� „�, a 2 0 12 0 8 S -1 500 CFM, 18 "x9" NK. S.A. DIFFUSER, 18 "x9 " +1 "AL DUCT o 1 t �' PC'• 100 CFM, 8 " 1,2 + �!8 x92 +1 "AE _ 0 _���{ FROM ABOVE, SEE DWG M103 FOR CONTINUATION. j edK C �_. 2 o 8 "x10 " +1' AL- _, = °-H ecyox r .; 2 t VA 'V VAR 10 0 2 C ' 0 2 { o g „ -z� 13 �,1 Q 63 �i �m 9 p I 9 R -2 1170 CFM, 30 „ x18 NK. R.A. GRILLE LOW IN WALL. „ 2 VA X0210 V'AV� o i� x JJ BOOR sVR •° 4 8:, s 12'0 4 , 211 p e T_, 20 S” 1 690 CFM 21'x9' NK S.A DIFFUSER, 18 "x9 " +1 "AL A� s 2 VAVR 8 „ 2d6 2r0 t g” _ ° x N ' _ + + � ® 2' +1 "AL 4 3 � 12 0 10 "0 DUCT FROM ABOVE, TRANSITION AND CONNECT TO DIFFUSER, 0 "x8" � SEE DWG M103 FOR CONTINUATION. 8 "x8 " +1'AL�� 8"0 2 8R .Q._ 2 +�� 48�� 63 1 21 DROP 12 "0 DUCT DOWN THROUGH FLOOR, SEE DRAWING M101 4 0 cF 2 2 VAR ��8' -- 3 0 _- -- -- } - -- 24 C - 2A1 _ FOR CONTINUATION. VAV s VAVR F n , ,i n "r it ii n n rr r f ' rr L V 22 T - 12"x12" NK. TRANSFER AIR GRILLE WITH SOUND BOOT. 203 � 2 6"' 248B ii ii i'i 59 a i' r n n ::- 59 33 VAV �,� _.i /✓ C.2 8 „ x10 " +1 AL ' ' r ti x - 48 2 ' 4 20 Q 215 __._ - -_ -__ -__ j II _, ) _ IYNE - 10 DROP 18"0 DUCT, SEE DRAWING M101 FOR CONTINUATION. -_ - +- 1 ,� I i i i 23 M 3 10"x10 " +1'AL o a o« - 8 "0 ST SOUND — -- -- - C.3 10 0 tp ^0 +� "A1L 0 1 „ ,' " 2 TRAP _ %'s 6 24 DROP 20"0 DUCT, SEE DRAWING M101 FOR CONTINUATION, s coaecoa - " 23 � ST SOUND 12 25 4 0 x ? , a i V "'0 10 "4 14 "0 FROM ABOVE, SEE DRAWING M103 FOR CONTINUATION. 25 P 4 ll 52 3 2 jo TRAP 32 32 t� 5 20 "x10° 5"x10" 7 'x18 2 0 0'0 - -_ s 6 SEE DRAWING M404 FOR DUCT CONTINUATION INTO FAN ROOM. -,� X 217 2 stamps: - - V O B +i AL ao A� 10 "x12 27 10 "0 FROM ABOVE, SEE DRAWING M103 FOR CONTINUATION M301 - V 4 _ 32 32 +0 ,� 2 , +1 A ®G { C - _:E_ M3Gi 28 a FROM ABOVE, TRANSITION TO 26 "0 IN DROP, TO V AVR - 2 50A 44 BELOW } Au R.A, 26 0 32 "x20 T�i 54 54 47 2 0 39 SEE DRAWING M103 FOR CONTINUATION. 4765� - - - -- MECH. 305 20'x18' +i "AL - -._ 1" t _ --- 8" x24 +i AL + � - -- __� t1 4x14 +: AL _ __ - �_t _ -- U 20 a E -i 300 CFM iu "x1 G" INK. EXHAUST GPo LEr oP '0 7 — — F _ _— m� U ! B pp 30 "x14 " +''AL 57 44 � s'- 5 8 0 t '',. Tg �; 30 E -1 250 CFM, 10 "x10" NK. EXHAUST GRILLE. 24 "0 _ 0 -. - - "® ® -` ` -® R - �x Co 53 32 16 "x14 ° +1 "AL S.A. t ' / -- - t =- - — - D.2 31 E -1 x8" NK. EXHAUST GRILLE 3 0 l 200 56 20 1 ,20}1 20 , 20 VAVR ( „ 32 32 ABODE 26 iz� 8 � 181, �<: 8 .18 { 8 f- 8 �'; ;"__ t 9 J t TO AU U-4 30'x14 ° +1'AL _+1021 7 58 t 252 8 x8 i - -- ;5 x1D - t U 4 ° 39 A 32 LOCATE R ER IN LOCAT ACCESSIBLE ADJUSTER. _ �- Q _ r 36 7 15"x10" 7 e CESSIBLE .ROM _ 38 - _ .,�� M30 CATWALK ABOVE p D.2 „ „ 4 "x20" 37 t _ - 36 x18 +1 AL R.A. 8'k9 " +1 "A 1 -! - 16 "x12' EXH. FROM BELOW, CONNECT TO 20 "x14" EXH. W w D.3 aaen Ix L, ' ( AWN FOR CONTINUATION. 21 +, : BELOW �4 SEE DRAWING MIDI u�� , 16 "x18 " +1 "AI R A. �',, _ r-- MECHANICAL ROOM, 3Q2r.- '-' -__�� 'QasreuM. MECHANICAL ROOM 305 7 0 o x :`- ABOVE, SEE DRAWING M40.3 18"x " +1 "AL S.A. t ��� t ABOVE, SEE DRAWING MI404 �' �� =� - D.5 34 6 "x6" EXH. FROM BELOW, SEE DRAWING M101 FOR _. O ABOVE l 18 38I ! - . , /� CONTINUATION. W o D'8 35 E -1 200 CFM, 8"x8" NK. EXHAUST GRILLE. U 43 830 z 4 +1 "AL - ` 5 ` 8 "m I 32 32 8 "x9' +1'AL - ,! , 36 E -t 350 OEM, 10 "x1O" NK. EXHAUST GRILLE R C 2'xiQ' 51 5x1C" 5'x10„ I a 7 % 'C O I O I VA X45 - - - -- i 9 1 9" 16 37 "x18 " +1 "AL R.A. DUCT DOWN TO R.A. GRILLE LOW ON WALL. q o -- ' VAVR �� 61 20 20 20 247 a ( 17 7 8 8 $ 8 ! 8 D $ 39 z 56 - 20 44 �' 10 "x8' +7'AI- 53 32 42 "' - - -� 38 18 "x9' +1 "AL S.A. DUCT FROM ABOVE, SEE DRAWING M404 ? 2,9 - - - %i - ' � _� - I 2x1` +1 "AL N ' = -w-- f�__ H __, __ . � ' � - 5 : 80 24 FOR CONTINUATION. � � 20 "0 30 "x14 " +1' AL - L o 8,0 '"0 _ _ _ - _ _ :- ! yes + 39 „ �„ �+ "_�_ }9 � 24 F RISE 30 xl_ +1 "AL FROM R,A. GRILLE LOW ON WALL, o E -_ r•�c -_ s - _ _ 28 - - - = -„ T4 VAdR X508 s ; -�- 44 L - CONNECT TO 18 "x14 " +1 "AL. _ - 00 8'x90 " +1 AL s IN MECH. 305 =420'x18" 47 12'0 1 39 �� � s 40 30'x10 +1 "AL R.A. DUCT FROM BELOW, SEE DRAWING M10: U, 1 _ FOR CONTINUATION. O 26 "0 54 54 4 F0rrF _ x m L 6 'x6 2 1S'x10 " +1 °AL 15x10 +. 'AL �'- Ai SEE DRAWING M402 FOR DUCT CONTINUATION INTO FAN ROOM. 32 „ 20'x1 8x6" 32 F E -'s 10 "x12' r., I 22 = -- Q DROP 12 "x10 "+ AL DOWN CHA EE DRAWING M101 FOR �F cc 34 7 CONTINUATION. 36 17 38'x18 " +i "AL S.A. ' VAV cca - 2 l„ x14 " +1 "AL 32 R�r,e 0 0 2 " 225 4 _ < - N SE S 1 55 8 0 - - A -- 30 "x10'+ "AL " - _ - t 0'0 43 30 "x18 " +l "AL R.A. FROM ABOVE, SPLIT TO TWO !6 "x18 " +1 "AL -- 23 C x10 +1 AL ry b 0 DUCTS DOWN TO R.A. GRILLES LOW ON WALL, SEE DRAWING M404 __ -- __ -- _ _ - - -- -- - -- FOR CONTINUATION. - - - - VAVR , + 6 0- 8' 0 3 , 6,0 32 20 4, - __ � 27 46 E.8 x 44 SEE DRAWING M403 FOR DUCT CONTINUATION INTO FAN ROOM. w 2 8 ° x1 +1 "AL 8 "x10 "+1 AL 243/ VAVR 27 30'x':0 " ±1'AL 60 60 4C 24 �.� 0 4 E 40 Z OTS s zas s 8 „0 �48A 41 2 " t _ VAVR J` ®1. VAV: Z ' _ -� E.8 „ _ O „ „ n - -- _ - _ _ -- -- --- _ O t 227 i 45 30",12” R.A. DUCT WITH SOUND BOOT ABOVE AND DROP TO PLENUM c x F 8 ` 0 2 8x8 +1 AL 41 �8 0 t 2 BLOW RAISED FLOOR. _ - 0 "0 VAV \' ' � 63 C4 U Q 1 245 t 8 „ a 28 11 ':� a - �� F ` x '� V�� s 238 2 "0 sFQ L VAb'R 2J2 I 9 0 0 1 j� 46 12 "x12" EXH, FROM BELOW, RISE 16%14" EXH., SEE DRAWING a v w 0 r 8'0 24 I. 0 "0J M402 FOR CONTINUATION, F 2 3 2'x8' sD r' N _ x VAVR 2 8 "xl L +1" A 7 VAVR ,� 47 RISE 18 "x,4 " +i "AL BETWEEN TRUSSES TO TRUSS SPACE ABOVE, F 242 1s:oR Ij 37 29 I 18 „0J 8 2 - 63 1 1 SEE DRAWING M103 FOR CONTINUATION. W O 0” \2 8 o t t 10 z8 "f VA J „A - - > F - ^ . 2 L 9r,✓.W f 00 t, 230 t ✓ 48 I , 30 "x12 " +1 "AL R.A. FROM 9ELOW, SEE DRAWING M101 FOR 2 0 0 au ! -' -: '�.�1: .�..,-- F--.,. �10 b `'y_ ®1 L10 CONTINUATION. 8 80 sJ AL -__ �Vl > _ 49 14"x14 " +1 "AL R.A. FROM BELOW, SEE DRAWING Mi01 FOR 8 0 '_ -- -, 0x8 1 t 10 0 G - - - - - - - -- -- „ ., -', -._ r C'x10 +1'AL -_ 8 "x70 " +1' = -- �< - `µ f - -- CONTINUATION. - 0x10 +1 AL 6 "0 -- - ra x - - -- - 8 10 , +1 „ A � R - -O - - - _ - -- (� __ -__ _ _ _- __ -- -- - L - . -_ - - 50 20 "x14" EXH. FROM BELOW, OFFSET N RISE AT 45 DEC. A. H __ _ _ - -- _� 30 - -- - - �� SEE DRAWING M10' AND M404 FOR CONTINUATION, 0 AN GLES. �MyCHANICAL ROOMS 303 AND 304 51 RISE 12"x10' EXH. UP THROUGH MECH. ROOM FLOOR, SEE _- ABOVE, SEE DRAWING M402 t DRAWING M403 FOR CONTINUATION. 22 "x16 " +1 "AL FROM BELOW, SEE DRAWING Mi01 FOR CONTINUATION, o L 52 8 -- S3 30"x18 "e S.A. FROM ABOVE, TRANSITION TO 24 "0 IN DROP. SEE o DRAWING M103 FOR CONTINUATION. - -- S4 DUCT TO CONTINUE THROUGH ROOF OVERBUILD SPACE, SEE 3 DRAWING M103 FOR CONTINUATION, Project Number 55 20 "x18 " +1 ° AL FROM BELOW, SEE DRAWING M101 FOR CONTINUATION. Piansenes 56 30"x14 " +1 "AL R.A. DUCT FROM BELOW, RISE UP BETWEEN TRUSSES, Property Number SEE DRAWINGS M101 AND M103 FOR CONTINUATION. 595 -9995 0 �� 57 16 "x14 " +1 "AL S.A. FROM ABOVE, TRANSITION AND DROP 24'x10 "F1 "AL sheetrine t 2 3 4 4,8 5 6 7 8 8.3 9 10 11 IN CHASE AND RUN DUCT BELOW RAISED FLOOR. SEE DRAWING M103 UPPER FLOOR FOR CONTINUATION, MECHANICAL 58 S-1 690 CFM, 21 "x9" NK. S.A. DIFFUSER, 18 "x9 " +1 "AL PLAN DUCT FROM ABOVE, TRANSITION AND CONNECT TO DIFFUSER, GENERAL NOTES SEE DWG M403 FOR CONTINUATION. 59 24 "x12" R.A. OPENING IN WALL ABOVE CEILING WITH SOUND BOOT. U PPER FLOOR MECHANICAL PLAN PROVIDE A REMOTE DAMPER ADJUSTER FOR ALL INACCESSIBLE 60 HAND DAMPERS. LOCATE REMOTE ADJUSTER IN CEILING UNLESS 30 "x12" R.A OPENING IN WALL ABOVE CEILING WITH SOUND BOOT. SCALE: 1/8 " =1' -0" OTHERWISE NOTED ON DRAWINGS. 61 HAND BALANCING DAMPER WITH REMOTE DAMPER ADJUSTER. LOCATE 10 5 0 10 20 -- -- ----- ----- - .--- - - - - -- REMOTE ADJUSTER IN LOCATION ACCESSIBLE FROM CATWALK, 62 DROP 8' , 0 +1 "AL RA DUCT DOWN INTO SPEAKER CAVITY. Sheet. 200 CFM, BALANCE TO p � 1 02 r BALANCE TO �—✓- -r'vv—��i - -,� V 63 S -1 375 CFM, 10 "0 NK. S.A. DIFFUSER. j O t/ 2.4 2.5 1 3 J 4 4.8 (/ O r (7j O 8.31 O 10 , DRAWING NOTES (D RISE DUCT WITH SLOPE OF STRUCTURE. (2 DROP AND CONNECT 18 "x9 " +1 "AL S.A. DUCT TO DIFFUSER. SEE DRAWING M102 FOR CONTINUATION. A B M301 M30 DROP 30%18". DOWN BETWEEN TRUSSES FROM TRUSS SPACE TO CEILING SPACE BELOW, SEE DRAWING M102 FOR CONTINUATION. MECHANICAL ROOM 301 0 DROP 32"x20 ". DOWN BETWEEN TRUSSES FROM TRUSS SPACE SEE DRAWING M401 TO CEILING SPACE BELOW, SEE DRAWING M102 FOR CONTINUATION. - A g t - -- RA M10 r O 26 "0 DUCT IN ROOF OVERBUILD SPACE, SEED DRAWING 2 FOR 1 CONTINUATION. I i', I i 1 , 6 ) 18 "x14 " +1 "AL FROM BELOW, SEE DRAWING M102 FOR CONTINUATION. B N i 6 M II r-- 9 9 g l o g UH '+ - i +i "AL ,1 1$ +b "Q Ll 2 HEATER 4" CHWS /CHWR n - 24 "0 +1 "AL S.A: 1" HWS' i II HWS /HWR - -- - -- C� H O u a U o WA o x a ��W N� Wo F 1 o (D c 8 MECHANICAL ACCESS PLAN SCALE: 1 /8 " =1' -0" I N 10 5 O 10 20 i 1 A � r O� v Stamps- x m q 4765 � N �� l F OF �OQg 2ooc- W W f— Lu Z U) W ° U Wr W o Y `° x < w¢ E— a Ly G X 2w 00 `o L tr j W 0 O m Sheet Tiile. MECHANICAL ACCESS PLAN Sheet M103 I i DROP 8 "0 +1 "AL R.A. DUCT DOWN INTO SPEAKER CAVITY. BALANCE i , TO 200 CFM. zo��� 0 HAND BALANCING DAMPER WITH REMOTE DAMPER ADJUSTER. i LOCATE REMOTE ADJUSTER IN LOCATION ACCESSIBLE FROM CATWALK. DROP 18 "x9 ° +1 "AL, TRANSITION TO 21 "x9 " +1 "AL AND CONNECT TO DIFFUSER. SEE DRAWING M102 FOR CONTINUATION. ==-42"o O.D. SUPPLY AIR DUCT 10 11 DROP 14 "4 SUPPLY AIR DUCT INTO CHASE BELOW, SEE DRAWING M102 FOR CONTINUATION. i DOUBLE WALL ACOUSTICAL DUCT 2" THICK WITH PERFORATED METAL LINER DIMENSIONS ARE OUTSIDE CLEAR DIAMETER, SEE SPECIFICATIONS. 2 DROP 10 "0 SUPPLY AIR DUCT INTO CHASE BELOW. SEE I I � DRAWING M102 FOR CONTINUATION. DOUBLE WALL 30 "x16 "s +1" INSULATION WITH PERFORATED s METAL LINER 9 4 DROP 16 "x14 " +1 ° AL S.A. DUCT TO FLOOR BELOW, SEE DRAWING M102 7 5 i C FOR CONTINUATION. ro 9 �� 301 5 DROP 18 "x12 " +1 "AL DUCT AND TRANSIT TO 30 "x12 " +i "AL R.A. NIT 72-112 2g'0 UH— DUCT INTO CHASE BELOW. SEE DRAWING M102 FOR CONTINUATION. 6 HEA ER- RETURN AIR PATH THROUGH ROOF OVERBUILD. -- =-- --_ �i a i DUCT AND RETURN AIR PATH THROUGH ROOF OVERBUILD. 18 (? 2 2 H'WS /nWR D.2 U 1`HWS AND 1 HWR 10 UNIT HEATER. - - - 4 1 Y 5 19 UNIT HEATERS AND SENSORS IN TRUSS /OVERBUILD SPACE. v A ROOM 302 r'I 18 °xg +1„AL. i8 "x9' +Y °At 8 "x12" -- — - - - -- -- MECHANICAL L t taCGANGAL y ' O� i r o SEE DRAWING M404 �� $ $ +1 ° AL R.A. UH UNIT i 22'0 +1'AL R.A. N ' �HEATER ��- !I _ _ _ 10 2 204 o 1 exi lr I Stamps: SAC I'll E O vv R �3/4 P,ATFO,M L l o 7 T � L � V5V ' VAV ail 2 . H 1w/4 R \L71/ Row r=9 1'-1� '2-"HWR -J; WS , 1 /11 /4 1 : i I 1 4 H 3 :1 2"HWR ------- T5� C, 0- i HANNG ----------- 7 171 "d --- -- - ----- -- L - --------- . 3/4" VAVR STOR - " H 2-1/2"HWR \L20J — --------- A STAIR 12 2=5 2"HWS s 3/4" VAVR I 1--1/4"HWR STAIR VAV� \L 3/4"HWS/R CH \L I S WR 3 — - - - - - - -- 3/4 rLa "O'ER 'H H ALL ATA Y VAV� =42] =2T] \IL4/ 2-1 2"HWS & 2-1 � I FRO ABOVE SEE 05 2 -1/2"HWR f 4- --- - ----- ------ - -- --------- ----- FOR -- CONTINUATON -1/2"H ------ - - ----- 2 3/4'HWR 'T 3/4"HWS V - - - - - -- r - I - 4"HWR 2-1/2"HWS — HWS/R 3 4" 36 1_144 VAVR . 2' ENE VAVR V V� 2-1/2"HWS \17J 3/4 3/ 3�4'HWR --- - roR 41 ---------- VA 1=28 1 3 -3/4"HWS/R i 3/4 3/4 al Tj E an] VAVR VAV A \LLO/ �ST CH VA VAVR ie 1 \114J \1311 1 4 3 _3 765 3 0-4 2 cr- uj LU LU F- z LU 0 D CD C) w Ld U) Lij 00 z 0 >- co F- z L: -0 U � Io Project Number -. Property Number 595-9995 Sheet Title LOWER FLOOR HVAC PIPING PLAN Sheet M104 0 2 2 4 205 D B Stamps OPL TO bELOW O O 803 9 0 (D 8 VAVR ,242 zoo ab OFF I CE CE VAV VAV I\240 j 0 A VAVR VA 233 MFN 232 - r M loom C 3=4 L 6"CH - WS I /CHWR - FROM - A -- BE LOW AND ABOVE, SEE DRAW9 M104 AND M402 FOR CONT. UPPER FLOOR HVAC PIPING PLAN SCALE: 1/8"=V-0" N 10 5 0 10 20 11 I 90 10 11 DRAWING NOTES 0 THREE WAY VALVE. GENERAL NOTES 1. ALL RUNOUTS TO VAVR BOXES 3/4" WITH 2-WAY VALVES UNLESS OTHERWISE NOTED. -4 O I V 4765 LL W LU LLJ F— z 00 w 0 C JJ C.) w Co L < U) x 2X x W 00 �6 z w 0 0 M 0 51 U U W O O - 0 Project Number - Plan Series - - - — VI-Pe - Iy Nuilubs, 595-9995 Sheet Title UPPER FLOOR HVAC PIPING PLAN Sheet M105 2 SiOR To oN 3/4"HWS/R 12m] ROOM ROOM 18 " +I "AL S.A. G: O ti O N o ti x V N C [y a ti c$ c o a� rn Stamps. 2 tFFE 0 FF 4765 p N y P 9gRY D. vE\�4. W w UJ Z w SECTION DRAWING NOTES SCALE: 1/4 " =1' -0" M301 01 WALL ACOUSTICAL DUCT 2" THICK WITH PERFORATED 5 0 10 METAL LINER. DIMENSIONS ARE OUTSIDE CLEAR DIAMETER. SEE SPECIFICATIONS. 2O HAND BALANCING DAMPER WITH REMOTE DAMPER ADJUSTER. LOCATE REMOTE ADJUSTER IN LOCATION ACCESSIBLE FROM CATWALK ABOVE. 30 "x12 " +1 "AL R.A. (BEYOND) 18 "0 +1 "AL S.A. 12 "x18 " +i "AL R 9 "x18 ° +1 "AL-\ s �� DOUBLE WALL 30 "x16 "a +i" INSULATION WITH PERFORATED METAL LINER, TRANSITION TO 18 "0 +1 "AL BEYOND. SECTION C SCALE: 1/4 " =1' -0" M301 5 0 10 30 "x12 " +1 "AL R.A. (BEYOND) O 9 "x18 " +1" 30 "x14 " +1 "AL R.A.- �I 24 "0 +1 "AL SUPPLY AIR HAND BALANCING DAMPER WITH REMOTE DAMPER ADJUSTER. LOCATE REMOTE ADJUSTER IN LOCATION ACCESSIBLE FROM CATWALK. CFAPEL - 24"0+1 "AL E SUPPLY AIR " 9 "x18 " +1 "AL I �?T X30 x14 "N 1 "AL R.A. SECTION SCALE 1/4 " =1' -0 M301 5 0 0 W 0 U W C 0 Y mS Q > Q° ¢ Q Qm �y r 2 L1 W O j W � o U m F O o V xy G cG � s x W a UC/O F WO t-� J Project Number, Ptan Senes. Property Number' 595 -9995 Sheet me MECHANICAL SECTIONS Sheet: M301 (BEYOND) 2 "x30 " +1 "AL R.A. BEYOND) 14 "x30 " +1 "AL SECTION rA SCALE: 1/8" =1' -0" M302 10 5 0 10 20 [ 111 LARGE SCALE A B O C.2 O SECTION A /M404 E.7 O O C tltl " oz 1" HWS t L12 S 26 "0 S.A, & 1 -1 2" HWR 26 "0 S.A. /2 HWR - - - -- - - -- _ 12 = - -- "x10" - -- r 221 +i "AL _ 1 30"x18 " +1 "AL R.A. S.A. I 8"0 — - -- - 1 "HWS 1 � & 1 -1 /2 "HWR R S 1 S -1 1 R 1 E R 10° wooer __ � - - -- 0 "x12' +1'AL S.A. e1 �� R 1 r 2 � Rfd00 — _ k 1 1 1 1010' +1 AL - eK. — �� 4 -- �4 "xl4 " +i "AL R.A. — u _ 10 0 6x6 EXH � 1 B "x10 EXH. 1 -- - -- - -_ 10 0 BEYOND ¢14 0 �I 12 "x1 AE- eo 20 "x14' EXH 2 -1/2 HWR 2 -1 /2" HWR EXH. ve E -1 T -1 & 1-1/2" HWS sad S i S a a. cae 1 2. uc �_us L 1 29 l F r? — SECTION SCALE: 1/8 " =1' -0" M302 10 5 0 10 20 C a U; 'C O r O , v a� 0 e � i ti a m� Stamps FF yti 4AE� Q 11 4765 _ Rq 0 VE�G 3 n�� aooL W w ui z U) W O U G F Y WC Q w¢ > Q L VJ Q J G < Q x: f . w 00 `o tr w o U m y w 2 O � � C o x � WO m g Prqec Numb r la Ser es Property Number - - 595 -9995 Sheet Tibe: MECHANICAL SECTIONS Sheet M302 4" CHWS AND 4" CHWR 0 6 x � �3" HWS AND 3" HWR 7 ) F 42 "4 0.0.- 42"0 O.D. RAO RE TURN AIR ' DAMPE 1 1 2 -, CAD OUTSIDE AIR 1 DAMPIR RAF REL F� 3 AIR FAN —J AHU AIR HANDLING V l / RELIEF AIR UNIT Y TI AIR 3 PLENUM O RELIEF O 7 REL ?, OUTSIDE DE '� PLENUM = - - - - PLENUM (BEYOND) '',I o '1 accr SC T� RAF RELIEF T it- AIR FAN - RELEF AIR LOU RELIEF AIR LOUVER - SEE ARCH. DRAWINGS SEE ARCH. DRAWINGS 1- HOUSEKEEPING PAD. "BEYOND) - - - -- -_ OUSE- ---- - -- - MD MOTORIZED FS FILTER HC CC Mp MOTORIZED 3 DAMPER SECTION HEATING COIL i COOLING COIL 2 DAMPER SECTION SCALE: 1/4" - M401 1 5 0 0 I � BLANK OFF UNUSED 2'- 4'x10'- 4 " +2 "AL O.A. n L 6) PORTION OF [Ot1VFR f• ' (BEYOND) t T 1' -6 "x6 7 " +2 "AL C.A. w (BEYOND) 3' -0 "DEEP x 9' -6" WIDE x 15' -5" NIGH +2 "AL OUTSIDE AIR PLENUM I mo - -- -6 x6' 7 " +2 "AL O.A .v. �I 7 RELIEF AIR (BEYOND) , PLENUM 78°x34" +2 AL O.A. O 4" HIGH - - - - - - - - - `HOUSEKEEPING PAD. PROVIDE CONTINUOUS CHANNEL 12 "O.C. UNDER DUCT TO ALLOW WALKING INSIDE SECTION SCALE: 1/4"=l'-O" 5 0 O Q BOTTOM OF OUTSIDE AIR PLENUM TO BE WATERTIGHT, TURN UP 4" ALL AROUND. PROVIDE DRAIN WITH TRAP. EXTEND 3/4" DRAIN TO NEAREST FLOOR DRAIN. B M401 10 ANGLE IRON FRAMING PIECES, TYP. O 2' -4 "x10'- 4 " +2 "AL -\ \ OUTSIDE AIR LOUVER H AHU SEE ARC . DRAWINGS T +2 "AL� � ( AIR HANDLNG UNIT 6x6 ' OUTSIDE AIR LOUVER SEE ARCH. DRAWINGS T t'L'AL X 7 1 WATER HEATER DOMESTIC EXPANSION TA 0 M401 - 4 VARIAB \ v Q �. FREU ENCY DRIVE Q 4 - 3 cv I - -+1 VARIABLE + a" ' VFD FREQUENCY C == a 6 = 3 I DRIVE - �n I I 31 a VARIABLE _ r 0 ; 1 i' o V,D FREQUENCY 10, j DRIVE L RELIEF AIR LOUVER J L - � VARIABLE SEE ARCH. DRAWINGS l ��i � 1 _ 4" 2 3" V �D FREQU NCY 6 � A f �- CV -H1 3 - - - 3 - M401 - Z CV -C1 y I _ - 5 LVTP LVTP 5 2 6 I " T i T I ' I 1 `T n - E l i i �i n i r1 ii ti� i i - RAF RELIEF AIR FAN SST SOUND TRAP I CCP HEATING COIL WATER t 1 /SEE DRAWING M102 � ��11 CIRCULATING PUMP L MD MOTORIZED DAMPER 3 4" CHWS AND 4" CHWR / �3" HWS AND 3" HWR ST SOUND TRAP 2 SEE DRAWING M102 PIPING, SEE DRAWING M103 FOR PIPING, SEE DRAWING M103 FOR CONTINUATION CONTINUATION LARGE SCALE FAN ROOM 301 MECHANICAL PLAN N SCALE: 1/4 " =1' -0" 5 0 t DRAWING NOTES O 4" HIGH CONCRETE HOUSEKEEPING PAD. �2 DOUBLE WALL ACOUSTICAL DUCT 2" THICK WITH PERFORATED METAL LINER. DIMENSIONS ARE OUTSIDE CLEAR DIAMETER. SEE SPECIFICATIONS. �3 SHEET METAL PLENUM WITH 2" ACOUSTICAL LINING. 04 HIGH +2 "AL OUTSIDE AIR PLENUM WITH ANGLE !RON FRAMING. SIT ON 4" HIGH HOUSEKEEPING PAD. PROVIDE ACCESS DOOR, PROVIDE 6" HIGH SEAMLESS BOTTOM IN PLENUM, SLOPE TO DRAIN. �5 12'- O "x2' -0" RETURN AIR OPENING IN WALL WITH SOUND TRAPS. © 42 "0 O.D. SUPPLY AIR DUCT, SEE DRAWING M103 FOR CONTINUATION. 07 2" ACOUSTICAL LINING ON ALL SURFACES OF RELIEF AIR PLENUM. ® NOT USED O9 FLEX CONNECTION, TYPICAL. 0 HANG WITH SPRING VIBRATION ISOLATORS, TYPICAL. 2'- 0 "x5' -0" ACCESS DOOR- ' r` v o ° a �r o � � 1 c t a a b a C a � I Stamp ERED RF y S �� 1 1 4765 g OF 'PRy 0 �ti� zooc— L11 w ui F z W LIJ U W o �o Y = <C jc ~ _ Q M Q X 4- 2 W 00 6 I uj - W O U m F- h O � � o U x m � x W d U C/� E, F C!� w W o Project Number: Plan Senes Property Number 595 -9995 Sheet Title LARGE SCALE MECHANICAL PLAN AND SECTIONS SECTION' SCALE: 1/4"=V-0" M401 5 0 10 Sheet' M401 I L 7 RAF RELIEF j 1 AIR FAN MD MOTORIZED � I i D AMPER RELIEF AIR LOUVER SEE ARCH, DRAWINGS - � - RAE RELIEF 2 AIR FAN - - -= Mp MOTORIZED - - - 2 DAMPER LARGE SCALE FAN ROOM 301 MECHANICAL PLAN N SCALE: 1/4 " =1' -0" 5 0 t DRAWING NOTES O 4" HIGH CONCRETE HOUSEKEEPING PAD. �2 DOUBLE WALL ACOUSTICAL DUCT 2" THICK WITH PERFORATED METAL LINER. DIMENSIONS ARE OUTSIDE CLEAR DIAMETER. SEE SPECIFICATIONS. �3 SHEET METAL PLENUM WITH 2" ACOUSTICAL LINING. 04 HIGH +2 "AL OUTSIDE AIR PLENUM WITH ANGLE !RON FRAMING. SIT ON 4" HIGH HOUSEKEEPING PAD. PROVIDE ACCESS DOOR, PROVIDE 6" HIGH SEAMLESS BOTTOM IN PLENUM, SLOPE TO DRAIN. �5 12'- O "x2' -0" RETURN AIR OPENING IN WALL WITH SOUND TRAPS. © 42 "0 O.D. SUPPLY AIR DUCT, SEE DRAWING M103 FOR CONTINUATION. 07 2" ACOUSTICAL LINING ON ALL SURFACES OF RELIEF AIR PLENUM. ® NOT USED O9 FLEX CONNECTION, TYPICAL. 0 HANG WITH SPRING VIBRATION ISOLATORS, TYPICAL. 2'- 0 "x5' -0" ACCESS DOOR- ' r` v o ° a �r o � � 1 c t a a b a C a � I Stamp ERED RF y S �� 1 1 4765 g OF 'PRy 0 �ti� zooc— L11 w ui F z W LIJ U W o �o Y = <C jc ~ _ Q M Q X 4- 2 W 00 6 I uj - W O U m F- h O � � o U x m � x W d U C/� E, F C!� w W o Project Number: Plan Senes Property Number 595 -9995 Sheet Title LARGE SCALE MECHANICAL PLAN AND SECTIONS SECTION' SCALE: 1/4"=V-0" M401 5 0 10 Sheet' M401 5 52 "x12 " +2 AL O.A. MOTORIZED RRF RETURN /RELIEF DAMPER \�2J FAN SECTION SCALE: 1/4 " =1' -0" M402 5 0 10 I I 1 4 "HWS AND 4 "HWR 6 "CHWS AND 6 "CH B M40" HWIR HEATING 1 WATER PUMP n HWp HEATING i ll WATER PUMP 1 C BOILER CIRC PUMP INSPECTION . BCP CAP 1 BOILER CIRC. PUMP 7 Y - 1 EF T EXHAUST FAN " I I 14 „� � (BEYOND) MD MOTORIZED 12"0 - 4_ - _ _ . , 9 DAMPER _-- 14"0 (BEYOND) 12 "0 M _ 03 — — TYR ~ LOUVER (BEYOND) SEE ARCH. DRAWINGS - - - - AIR HANDLING HWP HEATING B HEATING B HEATING UNIT WATER PUMP 1 WATER BOILER 2 WATER BOILER SECTION A SCALE: 1/4 " =1' -0" M402 5 0 10 AHU AIR HANDLING 2 UNIT SEE DRAWING M102 FOR SEE DRAWING M102 FOR CONTINUATION CONTINUATION L- - LVTP � 101.1 11 / 14"0 FLUE 12 "0 COMBUSTION AND INTAKE (BEYOND) 16 "x14" EXHAUST DUCT FROM BELOW, SEE DRAWING M102 FOR CONTINUATION EF EXHAUST FAN 2 MD MOTORIZED 8 DAMPER LOUVER (5'x2') 2"0 9 SEE ARCH. DRAWINGS �0 1 MOTORIZED DM 9 DAMPER B HEATING v 3 BCP BCP 22 WATER BOILER m 2 HEATING 3'1 v - 6 WATER BOILER I CV -H5 � 1 1 2 ET HEATING WATER - - - -- -- EXPANSION TANK 4 ET CHILLED WATER 3 2 EXPANSION TANK - - -I DM CV -C2 MCC IIII - - - - -- 4 „ j' 9 2 17 _ I CV -H2 x ux NTT DM HEATER 2 -r- FILTER SECTION 2 < �, S S 0 , VARIABLE "- ' -_ FREQUENCY 6” MD MOTORIZED - RIVE 6 DAMPER a RELIEF AIR v PVF VENTILATION FAN 1 MD MOTORIZED 7 DAMPER 4. - - - - 2'- 0'x5' -0 "x12' -0 HIGH +2 "AL OUTSIDE AIR PLENUM WITH SLOPING TOP. 1'- 2 "x6'- 3 " +2 "AL 2' - 0 %5 -0" ACCESS DOOR CONNECT TO LOUD BELOW O I &WIP CHILLED A LOUVER LOUVER L LOUVER \\_L/ WATER PUMP (1'- 6 "x6' -7 ") (2' -6 "x10' -4 ") 66 "x6' 7 ") C CHILLED SEE ARCH. SEE ARCH SEE ARCH. WATER PUMP DRAWINGS DRAWINGS DRAWINGS L GMU GLYCOL MAKEUP UNIT DOMESTIC EXPANSION TANK WATER HEATER LARGE SCALE MECHANICAL /FAN ROOMS 303 & 304 MECHANICAL PLAN N SCALE 1/4 " =1' -0" 5 0 10 DRAWING NOTES 04" HIGH CONCRETE HOUSEKEEPING PAD. 0 6"x6" CONCRETE CURB. (3 )CCHWS AND 6 "CHWR FROM BELOW, SEE DRAWING M105 FOR CONTINUATION. ® CHILLED WATER AND HEATING WATER GLYCOL MAKEUP LINE WITH PRESSURE REDUCING VALVES. SEE FLOW DIAGRAM FOR ADDITIONAL DETAIL. �5 BLANK OFF LOUVERED OPENING WITH A 2" THICK SANDWICH PANEL WITH RIGID INSULATION COVERED WITH SHEET METAL. © 2'- 6'x10'4" LOUVER OPENING. CONNECT VENTILATION FAN PVF -1 TO UPPER 2' -6" OF LOUVER. BLANK OFF REMAINING LOWER SECTION OF LOUVERED OPENING WITH A 2" THICK SANDWICH PANEL WITH RIGID INSULATION COVERED WITH SHEET METAL, 07 3/4" DRAIN, EXTEND TO FLOOR DRAIN. ® 5-0 x7 O" SHEET METAL SLEEVE TO CONNECT MOTORIZED DAMPER TO LOUVER. 9� FLEX CONNECTION, TYPICAL. @ HANG 'NTH SPRING VIBRATION ISOLATORS, TYPICAL. SPRING ISOLATED BASE, SEE DETAIL 7/M503. 2 14 "4 FLUE WITH INSPECTION CAP AT VERTICAL, SEE SPECIFICATIONS. 3 12 "0 COMBUSTION AND INTAKE, SEE SPECIFICATIONS. 4 6 "CHWS AND 6 "CHWR, 4 "HWS, 4 "HWR, SEE DRAWING M103 FOR CONTINUATION, 5 CLOSURE PIECE AROUND EACH PENETRATION, 6 ROOF THIMBLE AROUND EACH PENETRATION, SEAL WATER TIGHT. 17 1 "HWS AND i "HWR TO UNIT HEATER. cp age a; �O C ( 1 c Is Stamps N 4765 g 9�Ry D. VE� 3 2oocm ry W w Lu z 00 W O 0 U DM W Y ccT wQ 'a� F— = c? Q c < a. Q X o Lu i w 0 O F O L Uw1Q U a a x a a U Uj H [ Cn O 1 - o" y 0 P,q t Number - - - Plan Series - Property Number 595 -9995 Sheet Title. LARGE SCALE MECHANICAL PLAN AND SECTIONS Sheet M402 36 "x24 " +1 "AL R.A. MD MOTORIZED 4 DAMPER - - -- RR F RETURN /RELIEF \_� 36"x96"66 " HIGH +1 "AL PLENUM WITH 2 0 ° x4' 0 ACCESS DOOR RRF RETURN /RELIEF �2 /FAN MD MOTORIZED 5 DAMPER M40 LOUVER (5'x2') f� SEE ARCH. DRAWINGS- _1 - 5 5 - 14"0 � 14`0 FLUE FLUE 5 1'- -6 "x6' 7" COMBUSTION -, "* AIR OPENING, OAD OUTSIDE AIR 2 DAMPER 7 �INSPECTiON vN 7 7 CAP, ' - LOUVER (TYP.) o _ c iT SEE ARCH. DRAW BAD RETURN AIR MP AQ ER - .fr L MOTORIZED RAIRM a . DM 6D RELIEF EF a LOUVER - ¢- SEE ARCH. DRAWINGS -- - _ 1 .r-a v,.O HEATING ACCESS DOOR �i WATER BOILER a 52 "x12 " +2 AL O.A. MOTORIZED RRF RETURN /RELIEF DAMPER \�2J FAN SECTION SCALE: 1/4 " =1' -0" M402 5 0 10 I I 1 4 "HWS AND 4 "HWR 6 "CHWS AND 6 "CH B M40" HWIR HEATING 1 WATER PUMP n HWp HEATING i ll WATER PUMP 1 C BOILER CIRC PUMP INSPECTION . BCP CAP 1 BOILER CIRC. PUMP 7 Y - 1 EF T EXHAUST FAN " I I 14 „� � (BEYOND) MD MOTORIZED 12"0 - 4_ - _ _ . , 9 DAMPER _-- 14"0 (BEYOND) 12 "0 M _ 03 — — TYR ~ LOUVER (BEYOND) SEE ARCH. DRAWINGS - - - - AIR HANDLING HWP HEATING B HEATING B HEATING UNIT WATER PUMP 1 WATER BOILER 2 WATER BOILER SECTION A SCALE: 1/4 " =1' -0" M402 5 0 10 AHU AIR HANDLING 2 UNIT SEE DRAWING M102 FOR SEE DRAWING M102 FOR CONTINUATION CONTINUATION L- - LVTP � 101.1 11 / 14"0 FLUE 12 "0 COMBUSTION AND INTAKE (BEYOND) 16 "x14" EXHAUST DUCT FROM BELOW, SEE DRAWING M102 FOR CONTINUATION EF EXHAUST FAN 2 MD MOTORIZED 8 DAMPER LOUVER (5'x2') 2"0 9 SEE ARCH. DRAWINGS �0 1 MOTORIZED DM 9 DAMPER B HEATING v 3 BCP BCP 22 WATER BOILER m 2 HEATING 3'1 v - 6 WATER BOILER I CV -H5 � 1 1 2 ET HEATING WATER - - - -- -- EXPANSION TANK 4 ET CHILLED WATER 3 2 EXPANSION TANK - - -I DM CV -C2 MCC IIII - - - - -- 4 „ j' 9 2 17 _ I CV -H2 x ux NTT DM HEATER 2 -r- FILTER SECTION 2 < �, S S 0 , VARIABLE "- ' -_ FREQUENCY 6” MD MOTORIZED - RIVE 6 DAMPER a RELIEF AIR v PVF VENTILATION FAN 1 MD MOTORIZED 7 DAMPER 4. - - - - 2'- 0'x5' -0 "x12' -0 HIGH +2 "AL OUTSIDE AIR PLENUM WITH SLOPING TOP. 1'- 2 "x6'- 3 " +2 "AL 2' - 0 %5 -0" ACCESS DOOR CONNECT TO LOUD BELOW O I &WIP CHILLED A LOUVER LOUVER L LOUVER \\_L/ WATER PUMP (1'- 6 "x6' -7 ") (2' -6 "x10' -4 ") 66 "x6' 7 ") C CHILLED SEE ARCH. SEE ARCH SEE ARCH. WATER PUMP DRAWINGS DRAWINGS DRAWINGS L GMU GLYCOL MAKEUP UNIT DOMESTIC EXPANSION TANK WATER HEATER LARGE SCALE MECHANICAL /FAN ROOMS 303 & 304 MECHANICAL PLAN N SCALE 1/4 " =1' -0" 5 0 10 DRAWING NOTES 04" HIGH CONCRETE HOUSEKEEPING PAD. 0 6"x6" CONCRETE CURB. (3 )CCHWS AND 6 "CHWR FROM BELOW, SEE DRAWING M105 FOR CONTINUATION. ® CHILLED WATER AND HEATING WATER GLYCOL MAKEUP LINE WITH PRESSURE REDUCING VALVES. SEE FLOW DIAGRAM FOR ADDITIONAL DETAIL. �5 BLANK OFF LOUVERED OPENING WITH A 2" THICK SANDWICH PANEL WITH RIGID INSULATION COVERED WITH SHEET METAL. © 2'- 6'x10'4" LOUVER OPENING. CONNECT VENTILATION FAN PVF -1 TO UPPER 2' -6" OF LOUVER. BLANK OFF REMAINING LOWER SECTION OF LOUVERED OPENING WITH A 2" THICK SANDWICH PANEL WITH RIGID INSULATION COVERED WITH SHEET METAL, 07 3/4" DRAIN, EXTEND TO FLOOR DRAIN. ® 5-0 x7 O" SHEET METAL SLEEVE TO CONNECT MOTORIZED DAMPER TO LOUVER. 9� FLEX CONNECTION, TYPICAL. @ HANG 'NTH SPRING VIBRATION ISOLATORS, TYPICAL. SPRING ISOLATED BASE, SEE DETAIL 7/M503. 2 14 "4 FLUE WITH INSPECTION CAP AT VERTICAL, SEE SPECIFICATIONS. 3 12 "0 COMBUSTION AND INTAKE, SEE SPECIFICATIONS. 4 6 "CHWS AND 6 "CHWR, 4 "HWS, 4 "HWR, SEE DRAWING M103 FOR CONTINUATION, 5 CLOSURE PIECE AROUND EACH PENETRATION, 6 ROOF THIMBLE AROUND EACH PENETRATION, SEAL WATER TIGHT. 17 1 "HWS AND i "HWR TO UNIT HEATER. cp age a; �O C ( 1 c Is Stamps N 4765 g 9�Ry D. VE� 3 2oocm ry W w Lu z 00 W O 0 U DM W Y ccT wQ 'a� F— = c? Q c < a. Q X o Lu i w 0 O F O L Uw1Q U a a x a a U Uj H [ Cn O 1 - o" y 0 P,q t Number - - - Plan Series - Property Number 595 -9995 Sheet Title. LARGE SCALE MECHANICAL PLAN AND SECTIONS Sheet M402 36 "x24 " +1 "AL R.A. MD MOTORIZED 4 DAMPER - - -- RR F RETURN /RELIEF \_� 36"x96"66 " HIGH +1 "AL PLENUM WITH 2 0 ° x4' 0 ACCESS DOOR RRF RETURN /RELIEF �2 /FAN MD MOTORIZED 5 DAMPER M40 LOUVER (5'x2') f� SEE ARCH. DRAWINGS- LOUVER - SEE ARCH. DRAWINGS - 24 °0 +1'AL SUPPLY AIR- 1'- 6 "x4'- 0 " +2 "AL O.A. DUCT 3'- 0 "x4'- 0 " +2 "AL RELIEF AIR DUCT (BEYOND) F LOUVR SEE ARCH. DRAWINGS /MD MOTORIZED 1311 DAMPER (BEYOND) 10 "x10' +i "AL EXH 1 J 250A 2"x64" +2"AL� 24 „0 oAD -� 3 OUTSIDE AIR DAMPER [ RETURN AIR FS ) F TRANSFER PLENUM J 9 "x18" +1 "AL ' a 1 4S AND 2 "HWR 1/2 "CHWS AND 2 -1/2 "CHWR 24 "0 +1 "AL FSUPPLY AIR I 3 9 "x18" +1 "AL CC COOLING COIL 3 HEATING COIL SECTION A SCALE: 1/4 " =1' -0 M403 5 0 0 66" DEEP FLOOR TO CEILING SHEET METAL PLENUM PLUS 2" ACOUSTICAL LINING 30 "x14" +1 "A! R A OUT SEE DRAWING M102 �- 18 ° x20 " +1 "AL R A. OUT SEE DRAWING M162 H D r DM � .'tom.. (-k - - ' RETURN AIR TRANSFER PLENUM u CN C!a L 24 "0 +1'IAL SUPPLY'AIRI I I I, T AIR HANDLING UNIT O 4S,j HWR VR, HWS 24 "0 (BEYOND) 24 "x18 " +1 "AI_ R.A.I (BEYOND) RRF RETURN /RELIEF 3 AIR FAN AHU AIR HANDLING 3 UNIT SECTION C SCALE: 1/4 " =1' -0" M403 5 0 10 A M40 C 2 LOUVER O IN GABLE ABOVE, SEE ARCH. DRAWINGS i 1� A.D. c 1V O sl;� - Ot 4" HIGH CONCRETE HOUSEKEEPING PAD. O FLEX CONNECTION, TYPICAL. HANG WITH SPRING VIBRATION ISOLATORS, TYPICAL. ® 2 -1/2 "CHWS AND 2 -1/2 "CHWR, 2 "HWS, 2 "HWR, SEE DRAWING M103 FOR CONTINUATION, 12 "x10" EXHAUST AIR DUCT DOWN, SEE DRAWING Mi02 FOR CONTINUATION © SHEET METAL PLENUM WITH 2" ACOUSTICAL LINING. PROVIDE WITH 24 "06" MIN. ACCESS DOOR. �7 MOUNT EXHAUST FAN ON SPRING TYPE VIBRATION ISOLATORS. ® FILL VOID WITH SHEET METAL PLENUM WITH 2 "AL. CONNECT TO FULL SIZE OF LOUVER, SEAL BOTTOM WATERTIGHT. INSTALL TO DRAIN OUT LOUVER. DIVIDE INTO TWO SECTIONS, 3' -0" WIDE AT LOUVER FOR EXHAUST, 7' -0" WIDE AT LOUVER FOR RELIEF AIR. CONNECT TO RELIEF AIR AND EXHAUST AIR DUCTS, FILL VOID WITH SHEET METAL PLENUM WITH 2 "AL. CONNECT TO FULL SIZE OF LOUVER, SEAL BOTTOM WATERTIGHT INSTALL TO DRAIN OUT LOUVER. CONNECT TO OUTSIDE AIR DUCT. 0 SHEET METAL DRAIN PAN UNDER OPENING. PROVIDE 3/4" DRAIN TO NEAREST FLOOR DRAIN. BELL MOUTH FITTING. 2 SEE PLUMBING PLANS FOR PIPE SIZING. 3 1 "HWS /R TO UNIT HEATER, SEE DRAWING M103 FOR CONTINUATION. a .: 0 y Stamps: x �pEO pF 4765 N�gTP OF 9ggy d, NE� W W LU Z W U LJ LLJ h� � o r we U) < D cr cr, a x W O 2 i w 0 m o w `f'z O o U xy 4 U � Q o x a v cn N F F � WO i ' o 0 s Project Number Plan Series. - - Property Number 595 -9995 Sheet Title. LARGE SCALE MECHANICAL PLAN AND SECTIONS Sheet M403 24"0 -- RETURN AIR TRANSFER PLENUM - WH - 7 3 _ BEYOND) SHEET METAL SADDLE WITH STRAP, ALL TO SUPPORT DUCT, EXHAUST FAN TYPICAL, 18"x24 " +1'A1­ RiA. OUT - SEE DRAWING M102 0 0 76" DEEP FLOOR TO CEILING SHEET METAL PLENUM PLUS 2" ACOUSTICAL LINING 13 13 I � _ 18 "x20 ° + 1 "AL R.A. OUT `18 8 "x9 " +1 "AL "x9' +1 AL D ;I SEE DRAWING M102 H D. - r 4 ANGLE IRON ___ MD MOTORIZED Mp MOTORIZED DAMPER 10 DAMPER RETURN AIR T RANSFER PLENUM RETURN /RELIEF RRF RETURN /RELIEF AIR FAN 3 AIR FA SECTION B SCALE: 1/4 " =1' -0" M403 5 0 0 4.8 �f. M J C4 N 24 "0 SUPPLY AIR DUCT B SEE DRAWING M102 FOR M40 CONTINUATION -- 20 "x18 " +'I "AL RETURN AIR DUCT, SEE DRAWING M102 FOR CONTINUATION O -{ H.D. 18 "x24 " +1"AL RETURN AIR DUCT, SEE DRAWING M102 FOR CONTINUATION H.D. 6 MOTORIZZEED A - 5 MD 10 DAMPER 2 - - RRF RETURNLRELIEF 3 \_ 3 j AIR FAN 18 "x9 " +1 "AL TO DIFFUSER STARTER BELOW, SEE DRAWING M102 FOR CONTINUATION. - -- 24"0+1 "AL SUPPLY AIR - - - DUCT, SEE DRAWING M103 FOR CONTINUATION 24 "0 SUPPLY AIR DUCT SEE DRAWING M I FOR CONTINUATION 3 9 To I 4' -0 "x 6 " +2 "AL O.A. DUCT T 3/4 "HWS /HWR VFD VARIABLE t ' CV -C3 33 FREQUENCY DRIVE t i -2 "HWS /HWR AHU AIR HANDLING 3 - UNIT Vec Ane'.AL 24 "0+1 "AL SUPPLY AIR } DUCT, SEE DRAWING M103n_ 2 -1 /2 "CHWS /CHWR FOR CONTINUATION 3 N - ATC -3 „_ / -'' _ 3/4 "HWS /HWR 18 "x9 " +1 "AL TO DIFFUSER BELOW, SEE DRAWING M102 FOR CONTINUATION. -� MOTORIZED 13 DAMPER I M40 L TM07 4TC I '� VAVIR 3 EXHAUST FAN STARTERS f A.D. 2aa6 - 10, (BELOW) RRF RETURN/RELIEF MD MOTORIZED 4 AIR FAN OM OM 12 DAMPER DET DOMESTIC EXPANSION TANK _ _ o MD MOTORIZED 2 WH WATER HEATER DAMPER H D. 6 2 4'- 0'x3'- 0 " +2 "AL 4 o �'; r � g RELIEF AIR DUCT 30"x14 " +1"AL RETURN AIR DUCT, SEE DRAWING M102 FOR CONTINUATION � 24"0 SUPPLY AIR DUCT, H.D! 24 "0 ' T SEE DRAWING M102 FOR CONTINUATION FI 10"x10" LOUVER 20 "x18 " +1 "AL RETURN AIR +1 "AL EXH. IN GABLE ABOVE, SEE DUCT, SEE DRAWING M102 ARCH. DRAWINGS CONTINUATION 24 "0 SUPPLY AIR DUCT SEE DRAWING M102 FOR CONTINUATION LARGE SCALE FAN ROOM 305 MECHANICAL PLAN N SCALE: 1/4"=l'-O" 5 0 10 DRAWING NOTES MD 17 LOUVER SEE ARCH. DRAWINGS sr 20 "x50 " +2 "AL PLENUM SUPPORTS AND HANGERS AS REO'D, SEE SPECIFICATIONS 24 "0 +1 "AL S.A. TRANSITION TO DOUBLE WALL 30"x16 ". +1" INSULATION WITH PERFORATED METAL LINER -22 "0 +1 "AL R.A. 14 "x64' +2 °AL OAD OUTSIDE AIR 4 DAMPER LOUVER SEE', ARCH. DRAWINGS `JN L J LTJ Ul -1_ RRF RETURN fRELIEF 8 "x9 "+1 "AL 18 "x9 " +1 "AL RETURN /RELIEF 55 AIR FAN (BEYOND) (BEYOND) AIR FAN AHU AIR HANDLING FS FILTER SECTION N 4 UNIT 4 R 26 0 S.A. 4C COOLING COIL q HEATING COIL RETURN AIR TRANSFER PLENUM SECTION A SCALE: 1/4 " =1' -0" M404 5 0 10 PLENUM SE CTION B SCALE: 1/4 " =1' -0" M404 5 0 10 0 o TRUSS BEYOND 22 "0 +1 "AL. EF 9 x18 " +1 "AL R., �� AHU AIR HANDLING S.A. RETURN AIR TRANSFER PLENUM _._ ... .. : RANSFER PLENUM 13 DOUBLE WALL 30 "x16 "a +1" INSULATION WITH PERFORATED METAL LINER, (BEYOND) ti 22 "0 +1 "AL R.A. 12"0 (BEYOND) BELL MOUTH FITTING, TYP, MD MOTORIZED 15 DAMPER RRF RETURN /RELIEF \ 6 AIR FAN (BEYOND) 4 UNIT SECTION SCALE: 5 0 10 Do MD MOTORIZED 18 DAMPER - ---` 20"x14" EXHAUST AIR DUCT DOWN, SEE DRAWING M102 FOR CONTINUATION 14"x20 20"x14" EXHAUST AIR DUCT SEE DRAWING M102 FOR CONTINUATION F EXHAUST FAN -� m V D VARIABLE 44 FRE CY DRIVE QUEN AHU AIR HANDLING 4 UNIT n RRF RETURN/RE l 7 AIR FAN - MD MOTORIZED '6 MI - DROP 30"x18 " +1 "AL R.A. SEE DRAWING M102 FOR CONTINUATION. - t ZH WATER HEATER -�'. OET DOMESTIC 2 EXPANSION TANK - MD MOTORIZ X 17 DAMPER STARTERS SEE, ELEC. RRF RETURN /RELIEF 5 AIR FAN MD MOTORIZED 14 DAMPER 22 "0 +1 "AL R.A. DUCT, SEE DRAWING M103 FOR CONTINUATION DOUBLE WALL 30 "xl6 "s +1" INSULATION WITH PERFORATED METAL LINER, SEE DRAWING M103 FOR CONTINUATION — 24 "0 +1 "AL S.A. j1 DOUBLE WALL 30"x16 "8 +1" INSULATION WITH PERFORATED METAL LINER, SEE DRAWING M103 FOR CONTINUATION 22 "0 +1 "AL R.A. DUCT, SEE DRAWING M103 FOR CONTINUATION 6 =' <14 " +2 "AL O.A. DUCT 0 MD MOTORIZED 5 DAMPER RRF RETURN /RELIEF 6 AIR FAN LARGE SCALE FAN ROOM 302 MECHANICAL PLAN N SCALE: 1/4 " =1' -0" 5 0 10 DRAWING NOTES O NOT USED. 50 " +2 "AL RELIEF AIR PLENUM BELOW, 26"x12 " +2 "AL EXH. AIR DUCT RISE TO PLENUM ® 26 "x36 "x36 " +2 "AL PLENUM �5 12 "0 TO 18 %9 " +1 "AL S.A. FITTING, DROP 18 "4" +1"AL THROUGH FLOOR, SEE DRAWING M102 FOR CONTINUATION. 6 SPRING TYPE VIBRATION ISOLATORS, TYPICAL, 0 FLEX CONNECTION, TYPICAL. ® 4" HIGH CONCRETE HOUSEKEEPING PAD. 09 2 -1/2 "CHWS AND 2- 1 /2 "CHWR, 2 "HWS, 2 "HWR, SEE DRAWING M103 FOR CONTINUATION. 0 SHEET METAL DRAIN PAN UNDER OPENING. PROVIDE 3/4" DRAIN TO NEAREST FLOOR DRAIN. FILL VOID WITH SHEET METAL PLENUM WITH 2 "AL. CONNECT TO FULL SIZE OF LOUVER, SEAL BOTTOM WATERTIGHT. INSTALL TO DRAIN OUT LOUVER, DIVIDE INTO TWO SECTIONS, S -6" WIDE AT LOUVER FOR EXHAUST, 6' -6" WIDE AT LOUVER FOR RELIEF AIR. CONNECT TO RELIEF AIR AND EXHAUST AIR DUCTS. 2 FILL VOID WITH SHEET METAL PLENUM WITH 2 "AL. CONNECT TO FULL SIZE OF LOUVER, SEAL BOTTOM WATERTIGHT. INSTALL TO DRAIN OUT LOUVER. CONNECT TO OUTSIDE AIR DUCT. 3 1 "HWS AND 1'HWR TO UNIT HEATERS SEE DRAWING M103 FOR CONTINUATION. N o . Lei � o O 1 0 S[amps: 5 t� F 4765 3 0—� 200 IN W w w Z U) W O w U �� W m Y c'o Ir x a Q X 4- 2 w 00 o a ct i w D x } o m E...1 F O � � a x W d U F x �D F -j a W. WO s y R Project Number Plan Senes Property Number 595 -9995 Sheet Title. LARGE SCALE MECHANICAL PLAN AND SECTIONS Sheet' M404 LOUVER IN GABLE ABOVE, SEE APr'4 nPAIAIINrcC L LUUVtfi 1 ` IN GABLE ABOVE, SEE ARCH. DRAWINGS 64"x14 " +2 "AL W ME(If4NC141. CV -H4 a O O.A. DUCT 24'0 +1 "AL S A (BEYOND) C I - 3 -- -- - - 3 t � CHWR HWS 1 11 DM D DM (B EYOND) : DM - _ _ V 7 r r _j _ 7 _ 7 (BEYOND" 8 -- - - - J "x30 ° + 18 " S.A. RETURN AIR TRANSFER PLENUM _._ ... .. : RANSFER PLENUM 13 DOUBLE WALL 30 "x16 "a +1" INSULATION WITH PERFORATED METAL LINER, (BEYOND) ti 22 "0 +1 "AL R.A. 12"0 (BEYOND) BELL MOUTH FITTING, TYP, MD MOTORIZED 15 DAMPER RRF RETURN /RELIEF \ 6 AIR FAN (BEYOND) 4 UNIT SECTION SCALE: 5 0 10 Do MD MOTORIZED 18 DAMPER - ---` 20"x14" EXHAUST AIR DUCT DOWN, SEE DRAWING M102 FOR CONTINUATION 14"x20 20"x14" EXHAUST AIR DUCT SEE DRAWING M102 FOR CONTINUATION F EXHAUST FAN -� m V D VARIABLE 44 FRE CY DRIVE QUEN AHU AIR HANDLING 4 UNIT n RRF RETURN/RE l 7 AIR FAN - MD MOTORIZED '6 MI - DROP 30"x18 " +1 "AL R.A. SEE DRAWING M102 FOR CONTINUATION. - t ZH WATER HEATER -�'. OET DOMESTIC 2 EXPANSION TANK - MD MOTORIZ X 17 DAMPER STARTERS SEE, ELEC. RRF RETURN /RELIEF 5 AIR FAN MD MOTORIZED 14 DAMPER 22 "0 +1 "AL R.A. DUCT, SEE DRAWING M103 FOR CONTINUATION DOUBLE WALL 30 "xl6 "s +1" INSULATION WITH PERFORATED METAL LINER, SEE DRAWING M103 FOR CONTINUATION — 24 "0 +1 "AL S.A. j1 DOUBLE WALL 30"x16 "8 +1" INSULATION WITH PERFORATED METAL LINER, SEE DRAWING M103 FOR CONTINUATION 22 "0 +1 "AL R.A. DUCT, SEE DRAWING M103 FOR CONTINUATION 6 =' <14 " +2 "AL O.A. DUCT 0 MD MOTORIZED 5 DAMPER RRF RETURN /RELIEF 6 AIR FAN LARGE SCALE FAN ROOM 302 MECHANICAL PLAN N SCALE: 1/4 " =1' -0" 5 0 10 DRAWING NOTES O NOT USED. 50 " +2 "AL RELIEF AIR PLENUM BELOW, 26"x12 " +2 "AL EXH. AIR DUCT RISE TO PLENUM ® 26 "x36 "x36 " +2 "AL PLENUM �5 12 "0 TO 18 %9 " +1 "AL S.A. FITTING, DROP 18 "4" +1"AL THROUGH FLOOR, SEE DRAWING M102 FOR CONTINUATION. 6 SPRING TYPE VIBRATION ISOLATORS, TYPICAL, 0 FLEX CONNECTION, TYPICAL. ® 4" HIGH CONCRETE HOUSEKEEPING PAD. 09 2 -1/2 "CHWS AND 2- 1 /2 "CHWR, 2 "HWS, 2 "HWR, SEE DRAWING M103 FOR CONTINUATION. 0 SHEET METAL DRAIN PAN UNDER OPENING. PROVIDE 3/4" DRAIN TO NEAREST FLOOR DRAIN. FILL VOID WITH SHEET METAL PLENUM WITH 2 "AL. CONNECT TO FULL SIZE OF LOUVER, SEAL BOTTOM WATERTIGHT. INSTALL TO DRAIN OUT LOUVER, DIVIDE INTO TWO SECTIONS, S -6" WIDE AT LOUVER FOR EXHAUST, 6' -6" WIDE AT LOUVER FOR RELIEF AIR. CONNECT TO RELIEF AIR AND EXHAUST AIR DUCTS. 2 FILL VOID WITH SHEET METAL PLENUM WITH 2 "AL. CONNECT TO FULL SIZE OF LOUVER, SEAL BOTTOM WATERTIGHT. INSTALL TO DRAIN OUT LOUVER. CONNECT TO OUTSIDE AIR DUCT. 3 1 "HWS AND 1'HWR TO UNIT HEATERS SEE DRAWING M103 FOR CONTINUATION. N o . Lei � o O 1 0 S[amps: 5 t� F 4765 3 0—� 200 IN W w w Z U) W O w U �� W m Y c'o Ir x a Q X 4- 2 w 00 o a ct i w D x } o m E...1 F O � � a x W d U F x �D F -j a W. WO s y R Project Number Plan Senes Property Number 595 -9995 Sheet Title. LARGE SCALE MECHANICAL PLAN AND SECTIONS Sheet' M404 LOUVER IN GABLE ABOVE, SEE APr'4 nPAIAIINrcC L LUUVtfi 1 ` IN GABLE ABOVE, SEE ARCH. DRAWINGS LOCATED IN C IL G SPACE ABOVE EIN LAYIN CEILING FOR MAIN LEVEL DAMPERS LOCATED ABOVE WOOD CEILINGS AND THIRD DUCT © LEVEL DORMER AREAS BRACKET MOUNTED �. ° TO CEILING © STRUCTURE YOUNG REGULATOR NO. 5020 -CC — DUNG REGULATOR J `COVERPLATE NO. 270- 301 -EZ— PAINT TO MATCH CEILING ADJUSTMENT WRENCH YOUNG REGULATOR N0. 030 TE DAMPER ADJUSTMENT DETAIL � BOTH SIDES 3C° MAX. ONE SIDE 1 r TURNING VANES rr r 1/2 W �W SQUARE ELBOW NOTES RADIUS ELBOW 1. ALL DUCTS (SUPPLY, RETURN AND EXHAUST TO HAVE TURNING VANES IN SO ARE ELBOW. 2. INSIDE SQUARE, OUTSIDE RADIUS ELBOWS NOT ALLOWED. RECTANGULAR DUCT FITTINGS DETAIL 4 SCALE: NONE M501 DUCT CONSTRUCTION DETAIL 1 SCALE: NONE IM 501 TOP AND SHEET METAL DUCT, SIZE AS INDICATED ON DRAWINGS ACOUSTICAL DUCT LINING 1/2 DIFFUSER NECK SIZE - UNLINED DUCT TO DIFFUSER, SAME SUPPLY AIR DUCT AIR FLOW AS DIFFUSER NECK SIZE. ACOUSTICALLY LINED DUCT DROPS ACOUSTICALLY LINE ALL DROPS TO TO BE SAME SIZE AS DIFFUSER N I ECK DIFFUSERS OR GRILLES IF DROP SIZE PLUS 2 FOR ACOUSTAL LINING. D OVER S LONG (INSIDE CLEAR DIMENSION TO BE - - -- SAME AS DIFFUSER NECK SIZE). - - - - -- TRANSITION FROM ACOUSTICALLY CEILING LINED DUCT TO DIFFUSER \ CEILING DIFFUSER, SEE PLANS NECK. "o FOR LOCATIONS, AND FOR SIZING NOTE: TYPICAL FOR SUPPLY, EXHAUST, RETURN, AND TRANSFER AIR DUCTWORK, AND FOR ALL GRILLES AND DIFFUSERS. CEILING DIFFUSER DETAIL 9 SCALE: NONE M501 DUCT CONNECTION TO DIFFUSER DETAIL ( SCALE: NONE kM501 HANGER SIZES FOR RECTANGULAR j HANGER STRAPS DUCT PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS SELF TAPPING HEX HEAD SHEET METAL SCREWS. STRAPS TO BE TIGHT AGAINST DUCT. i NO POP RIVETS ALLOWED DUCT STRAP HANGER DETAIL r5 SCALE: NONE M501 RECTANGULAR DUCT, SEE PLANS FOR SIZING / C DIFFUSER, SEERPLANS TO FOR SIZING HAND DAMPER WITH_ LOCKING QUADRANT NOTE: MINIMUM AREA OF AxB SHALL EQUAL CROSS SECTION AREA OF BRANCH DUCT, AREA OF AxC SHALL BE EQUAL TO 1.5xAREA OF AxB. LOW VELOCITY DUCT CONNECTION DETAIL 6 SCALE: NONE kM501 1 -1/4" LONG 1/2" SLEEVE OF ELECTRICAL CONDUIT (TYPICAL EACH SIDE) /4 ", TYPICAL 16 GUAGE DAMPER 15821 BLADE WELDED TO INSTALL HORZONTAL IF 3/8" SQUARE ROD WITH ACCESSIBLE CONTINUOUS WELD CLIP EACH CORNER I � SQUARE ROD STEEL CLAMP SHEET METAL BOX WITH 1/2' ACOUSTICAL LINING FACTORY MADE DUCT RUNOUT SEE PLANS FOR SIZING ]�__SLT PL I FOR S SIZING SLOT DIFFUSER DETAIL 11 SCALE: NONE M501 PLENUM TYPICAL FOR SIDE WALL 15821 t INSTALL HERE IF NOT ACCESSIBLE BUT NEAR MECHANICAL ACCESS AREA 15821 F NOT ACCESSIBLE NSTALL IN LIGHT COVE WHERE AVAILABLE 15812 MAIN AIR DUCT ?F.1N54 R`]r N ` INSTALL VERT. IF NOT ACCESSIBLE FROM ATTIC sol L li ` SC (I`CHI 1 n..i 5 �6) " �R NN " N GE 4, �srn Nc ( Be Nf V_ PAN v' ONT & k am WORSE 4 a. N IP NME A PAR l FE.•. R. o 3 R - L e sIP rY I AN F L'.' —�- r � o L. SEAM ( PoaF 4 CK N.F I. wF. a E a. Fn.cE TD. SEAM CN� T M JI_ nl ND`C Ir L M- 4 DU ML I :EOM- MEN E COM- MONCED PE U N h ET RI NIORCE, nNC(£ %N °OR D REIN - ANGiF ME NIETI H I ORCEC � LEAVE ALL DAMPERS IN OPEN POSITION ;ACF - -3/8" SQUARE S TEEL - CACC A E ISE S2E WE Sliz E l;P HRU 12 2 NNE REC. 5812 BRANCH AIR DUCT 26 2( I1 NOT R NT fiEO. - 'l -IB NONE BED. 2+ 21 21 NUT ftcQ NC,T PEO 24 REG 19 -3C - Ixlxt /g (➢5pin. - 24 T 24 NIT REC NOT RED 24 19 REC Si -a2 22 IRixt /a 060in - - 22 22 NOT RED, NOT RED- - NET IEC. 4? -Sa 22 - �j?vl -, xlj9 Wl,, '. -4."1 - 2. 22 22 .9,,U,E NOT REV. 22 NIT EEC $s -9V 20 SSO11, /2 - .. _ 22 ]2 Dx1awE NOT BED 22 NO REO- 6t-bA 2tr ! -i /2x1 - /2,/8 MGU 22 Ia,IOxE 10+49xE 42 tax USE DUCT CONSTRUCTION DETAIL 1 SCALE: NONE IM 501 TOP AND SHEET METAL DUCT, SIZE AS INDICATED ON DRAWINGS ACOUSTICAL DUCT LINING 1/2 DIFFUSER NECK SIZE - UNLINED DUCT TO DIFFUSER, SAME SUPPLY AIR DUCT AIR FLOW AS DIFFUSER NECK SIZE. ACOUSTICALLY LINED DUCT DROPS ACOUSTICALLY LINE ALL DROPS TO TO BE SAME SIZE AS DIFFUSER N I ECK DIFFUSERS OR GRILLES IF DROP SIZE PLUS 2 FOR ACOUSTAL LINING. D OVER S LONG (INSIDE CLEAR DIMENSION TO BE - - -- SAME AS DIFFUSER NECK SIZE). - - - - -- TRANSITION FROM ACOUSTICALLY CEILING LINED DUCT TO DIFFUSER \ CEILING DIFFUSER, SEE PLANS NECK. "o FOR LOCATIONS, AND FOR SIZING NOTE: TYPICAL FOR SUPPLY, EXHAUST, RETURN, AND TRANSFER AIR DUCTWORK, AND FOR ALL GRILLES AND DIFFUSERS. CEILING DIFFUSER DETAIL 9 SCALE: NONE M501 DUCT CONNECTION TO DIFFUSER DETAIL ( SCALE: NONE kM501 HANGER SIZES FOR RECTANGULAR j HANGER STRAPS DUCT PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS SELF TAPPING HEX HEAD SHEET METAL SCREWS. STRAPS TO BE TIGHT AGAINST DUCT. i NO POP RIVETS ALLOWED DUCT STRAP HANGER DETAIL r5 SCALE: NONE M501 RECTANGULAR DUCT, SEE PLANS FOR SIZING / C DIFFUSER, SEERPLANS TO FOR SIZING HAND DAMPER WITH_ LOCKING QUADRANT NOTE: MINIMUM AREA OF AxB SHALL EQUAL CROSS SECTION AREA OF BRANCH DUCT, AREA OF AxC SHALL BE EQUAL TO 1.5xAREA OF AxB. LOW VELOCITY DUCT CONNECTION DETAIL 6 SCALE: NONE kM501 1 -1/4" LONG 1/2" SLEEVE OF ELECTRICAL CONDUIT (TYPICAL EACH SIDE) /4 ", TYPICAL 16 GUAGE DAMPER 15821 BLADE WELDED TO INSTALL HORZONTAL IF 3/8" SQUARE ROD WITH ACCESSIBLE CONTINUOUS WELD CLIP EACH CORNER I � SQUARE ROD STEEL CLAMP SHEET METAL BOX WITH 1/2' ACOUSTICAL LINING FACTORY MADE DUCT RUNOUT SEE PLANS FOR SIZING ]�__SLT PL I FOR S SIZING SLOT DIFFUSER DETAIL 11 SCALE: NONE M501 PLENUM TYPICAL FOR SIDE WALL 15821 t INSTALL HERE IF NOT ACCESSIBLE BUT NEAR MECHANICAL ACCESS AREA 15821 F NOT ACCESSIBLE NSTALL IN LIGHT COVE WHERE AVAILABLE 15812 MAIN AIR DUCT SQUARE DUCT TAKE -OFF DETAIL SC N MSD, NOT MORE THAN 2" FROM EDGE OF LINER BE OF METAL FASTENERS -� OMARK INSUL -PINS DURA DYNE FASTENERS OR GRIP NAILS. GIP NAILS SHALL BE INSTPLLED BY "GRIP NAIL AIR HAMME(j' OR BY 'AUTOMATIC FASTENER EQUIPMENT'. LINER THE SIDE' -GALV. IRON DUCT 1 SECTION OVERLAP DUCT LINER DETAIL SCALE: NONE M501 NOTE ALL DUCTS (SUPPLY, RETURN AND EXHAUST] TO HAVE TURNING VANES WITH S ARE TYPE ELBOWS AT ANY ANGLE F DIRECTION CHANGE, VANES TO START AND STOP PARALLEL WITH DUCT SIDE. PROVIDE 1 TRAILING EDGE. TURNING r VANES MIT 90° EL90W REDUCER 2A --{ � ( - i -1/4" 3/4 A MAX. A 1-1/4'- - OFFSET FABRICATED ELBOW LI CONICAL 90' TEE Ll< 1 45' LATERAL TEE 45' BRANCH TAKE -OFF D `^ / \ --1 2" D IMENSIONS I DUCT SIZE C / I CL R = i.SD // D - - 0 -35° - - -- 2 PIECE 36 -71' - - - -3 PIECE L' 72 -90' - - - -5 PIECE ADD ONE PIECE FOR DIMENSIONS EACH ADDITIONAL 18' D D = DUCT SIZE / L = D/2 +1" Y Y- BRANCH 90' MEDIUM VELOCITY DUCT FITTINGS DETAIL C � zz O qj e h 0 a Stamps G 4r 4765 5 q OF F; AHD p VE�G 30�.} 2ooc� w w Lu F z ~ w 10 U c w o Y �o wa >< Q X W c o O cr c w O m F O o U IJ 4 a o x U a` U � w 4 O P of t Number Plan series: Property Number 595 -9995 Sheet Ti " MECHANICAL DETAILS Sheet M501 INSTALL VERT. IF NOT ACCESSIBLE FROM ATTIC OR ACCESS DOORS L L =1/4 W 4" MINIMUM 45 15821 NOTE: INSTALL HERE IF ACCESSIBLE W LEAVE ALL DAMPERS IN OPEN POSITION DAMPER BLADE - -3/8" SQUARE S TEEL ROD — CUf 1/16" KNOTCH ROD (TYPICAL) IN EN U OF SHAFT 15821 5812 BRANCH AIR DUCT TO SHOW DIRECTION OF DAMPER BLADE INSTALL HERE IF NOT ACCESSIBLE — —AT CEILING SQUARE DUCT TAKE -OFF DETAIL SC N MSD, NOT MORE THAN 2" FROM EDGE OF LINER BE OF METAL FASTENERS -� OMARK INSUL -PINS DURA DYNE FASTENERS OR GRIP NAILS. GIP NAILS SHALL BE INSTPLLED BY "GRIP NAIL AIR HAMME(j' OR BY 'AUTOMATIC FASTENER EQUIPMENT'. LINER THE SIDE' -GALV. IRON DUCT 1 SECTION OVERLAP DUCT LINER DETAIL SCALE: NONE M501 NOTE ALL DUCTS (SUPPLY, RETURN AND EXHAUST] TO HAVE TURNING VANES WITH S ARE TYPE ELBOWS AT ANY ANGLE F DIRECTION CHANGE, VANES TO START AND STOP PARALLEL WITH DUCT SIDE. PROVIDE 1 TRAILING EDGE. TURNING r VANES MIT 90° EL90W REDUCER 2A --{ � ( - i -1/4" 3/4 A MAX. A 1-1/4'- - OFFSET FABRICATED ELBOW LI CONICAL 90' TEE Ll< 1 45' LATERAL TEE 45' BRANCH TAKE -OFF D `^ / \ --1 2" D IMENSIONS I DUCT SIZE C / I CL R = i.SD // D - - 0 -35° - - -- 2 PIECE 36 -71' - - - -3 PIECE L' 72 -90' - - - -5 PIECE ADD ONE PIECE FOR DIMENSIONS EACH ADDITIONAL 18' D D = DUCT SIZE / L = D/2 +1" Y Y- BRANCH 90' MEDIUM VELOCITY DUCT FITTINGS DETAIL C � zz O qj e h 0 a Stamps G 4r 4765 5 q OF F; AHD p VE�G 30�.} 2ooc� w w Lu F z ~ w 10 U c w o Y �o wa >< Q X W c o O cr c w O m F O o U IJ 4 a o x U a` U � w 4 O P of t Number Plan series: Property Number 595 -9995 Sheet Ti " MECHANICAL DETAILS Sheet M501 LOU LOU FASTEN TO WALL 16 OZ _EAD SHEET THICK 2 LB. � SOUND FLASHING. DE DUCT LINER— CAULK AND SEAL - - - - -- WAIL, SEE ARCH, FLANGE FOR DUCT CONNECTION OR SLEEVE FOR DAMPERS) TYPICAL) GALVANIZED STEEL SLEEVE ALL AROUND, ANCHOR TO WALL 1 /2" ANCHOR BOLT GALV. MESH SCREEN / I CONNECT TO 1 I DUCTWORK ABOVE 1/2" ANCHOR BOLT SHEET METAL DUCT (RECTANGULAR, OCCUPIED SPACE ROUND OR OVAL) LINED OR UNLINED AS INDICATED ON DRAWINGS. WALL, SEE ARCH. CEILING �n ,� OCCUPIED SPACE MECHANICAL ROOM OR NOTE: MECHANICAL ACCESS SPACE FLOOR PENETRATION LOUVER DETAIL SIMILAR. SCALE: NONE M502 WALL PENETRATION FOR SOUND CONTROL AT ROOMS AND MECHANICAL ACCESS CATWALK AREA DETAIL FLUE CAP i i TERMINATION SCALE: NONE M502/ SEALANT (NON - ACOUSTICAL) I FLUE GALVANIZED FLASHING LAP SEALANT AND COUNTERFLASHING — ELASTOMERIC ROOFING (EPDM) ROOF UPPO iON L ROOF STRUCTURE FLUE S UPPO R T As I RECOMMENDED BY MANUFACTURER FLUE THROUGH ROOF DETAIL SCALE: NONE M502 4000 PSI CONCRETE (NUMBER HINGES CHAMFER AROUND ' %� ��� MIN. DOOR �4" FRAME -BAR 6" O.C. i BOTRE PLASTER AFTER DOWEL INTO FLOOR WITH 2" ALL - THREAD 12" O.C. STRIPPING FORM E TO REBAR 2 PAD NO INTOHFLOORLSLABHRU VERALL SIZE AS REQUIRED BY 16 X 16 QUIPMENT. 12 "x12" MIN. 2 SE SPECIAL BASES WHERE CALLED 26 OR. 24 X 24 B,PTj HINGE DUCT EXTERIOR 1 x1 (.025x.025) DUCT -SEE PLANS FOR SIZE, LOCATION AND CONTINUATION —SASH LOCK ACCESS DOOR. SEE PLANS FOR SIZE AND LOCATION GASKET MAXIMUM DIMENSION (NUMBER HINGES NUMBER O HANDLES GAUGE DOOR BACK FRAME 6 X 6 2 A T: -IEAD ETC. AN RPM _F AP PLICAB-E RPM 26 26 26 12 X 12 2 1 26 26 24 16 X 16 2 2 1 24 26 22 24 X 24 1 3 2 1 22 26 22 DUCT LINER 1" ( 025 THICK ONE AND ONE HHALF OUND DENSITY FIBERGLASS NOTE: N ADDITION TO THOSE DOORS SHOWN IN THE DRAWINGS, THE SHEET METAL CONTRACTOR SHALL INSTALL AN ACCESS DOOR AT EACH FIRE AND FIRE) SMOKE DAMPER. ACCESS DOOR REHEAT COIL WHERE 12 "x12' MINIMUM I NDICATED : SEE TRANSITION FROM DISCHARGE END AS REQUIRED TO SIZE INDICATED ON PLANS BRANCH DUCT TO DIFFUSERS, PLANS FOR SIZING TRANSITION TO SEE PLANS FOR INLET OF VAV DUCT SIZE BOX AS REQUIRED— -VAV BOX, SEE PLANS FOR SIZING AND LOCATION VAV REHEAT BOX DETAIL r5 SCALE: NONE k M502 NOTE: WHERE SOUND TRAP PASSES j THROUGH FIRE RATED WALL PROVIDE FIRE DAMPER WITH SLEEVE AND ACCESS DOOR. SUPPORT FROM STRUCTURE WITH SHEET METAL STRAPS SEE SPECIFICATIONS LINES OF WALL OPENING i 1" INTERIOR ACOUSTICAL ® ITEM �3/4 LINING, 11­6 DENSITY e —SHEET METAL SCREW, CAPACITY: ___._ NDlC O CP ti M FTc SINGLE THICKNESS TURNING VANES (TYPICAL)—�Y INDICATE. -- STATIC PRESSURE, FOOT 0,_ r, A T: -IEAD ETC. AN RPM _F AP PLICAB-E RPM � . _ MOTOR RPM /HP: 'SAME AS MOTOR NAMEPLATE W AREA SERVED: _ RE F ER TOP ,N TRAP DETAIL 1 LOW PRESSURE DUCT ACCESS DOOR DETAIL 9 SCALE: NONE M502 TTACH AROUND VALVE HANDLE WITH CHAIN x0.051" THICK BRASS TAG WITH VALVE TAG z_ cONTNTS: _ -- — INDICATE CHILLED WATER, (J FuN noN: — HOT WATER, GAS ETC. INDICATE SHUT -OFF, BALANCING, DRAIN ETC. Po Ir1011: _ TYPE INDICATE NORMALY OPEN OR NORMALLY — — CLOSED OR AS MARKED. 3 INDICATE VALVE SIZE GATE, BALL, CHECK ETC. LET ER HEIGHT - INDICATE EXHAUST FAN, PUMP, ETC. INDICATE EQUIPMENT MARK AS SHOWN THE PLANS DIRECTED BY THE OWNER —BLACK FACED PLASTIC LAMINATE WITH ENGRAVED LETTERING - ANCHOR SECURELY TO EQUIPMENT, NOTE. EQUIPMENT TAG 3/16" MINIMUM LETTER HEIGHT IDENTIFICATION TAG DETAIL 1 D SCALE: NONE M502 DIMENSION TO BE INCREASED AS REQUIRED TO EXTEND PAST OBSTRUCTION, LE. JOIST, BEAM, DUCKWORK, PIPING ETC. FIELD COORDINATE TRANSFER /RETURN AIR SOUND TRAP DETAIL 6 SCALE: NONE M502 16 GA. MIN. OR AS REQUIRED BY MANUFACTURER. ALL AROUND SLEEVE GAUGE AS REQUIRED BY MANUFACTURER FIRE SMOKE DAMPER. LOCATE IN ALL AS REQUIRED BY MANUFACTURER S DOOR TO FIRE 'E AND SMOKE TOR LARGE ENOUGH D RESET DAMPER. RETURN OR SUPPLY AIR DUCT SLIP CONNECTION (TYR ) VERIFY REQUIRED SLEEVE LENGTH PRIOR TO ORDERING SMOKE FIRE DAMPER DETAIL r1 SCALE: NONE M502 GRIL LEN Hill. 22 G A SHEET � WIDE HANGING STRAP METAL SKIN —, NJ " ® ITEM �3/4 NAME / #: _ e —SHEET METAL SCREW, CAPACITY: ___._ NDlC O CP ti M FTc TYPICAL INDICATE. -- STATIC PRESSURE, FOOT 0,_ "— RETURN AIR GRILLE A T: -IEAD ETC. AN RPM _F AP PLICAB-E RPM � . _ MOTOR RPM /HP: 'SAME AS MOTOR NAMEPLATE W AREA SERVED: _ RE F ER TOP ,N TRAP DETAIL 1 LUBRICANT: FROM MA NJFACT = CMMENO. M502 FREQUENCY: s Ck MAYJ uFACT RECO, j ® LUB. 6" MINIMUM - INDICATE EXHAUST FAN, PUMP, ETC. INDICATE EQUIPMENT MARK AS SHOWN THE PLANS DIRECTED BY THE OWNER —BLACK FACED PLASTIC LAMINATE WITH ENGRAVED LETTERING - ANCHOR SECURELY TO EQUIPMENT, NOTE. EQUIPMENT TAG 3/16" MINIMUM LETTER HEIGHT IDENTIFICATION TAG DETAIL 1 D SCALE: NONE M502 DIMENSION TO BE INCREASED AS REQUIRED TO EXTEND PAST OBSTRUCTION, LE. JOIST, BEAM, DUCKWORK, PIPING ETC. FIELD COORDINATE TRANSFER /RETURN AIR SOUND TRAP DETAIL 6 SCALE: NONE M502 16 GA. MIN. OR AS REQUIRED BY MANUFACTURER. ALL AROUND SLEEVE GAUGE AS REQUIRED BY MANUFACTURER FIRE SMOKE DAMPER. LOCATE IN ALL AS REQUIRED BY MANUFACTURER S DOOR TO FIRE 'E AND SMOKE TOR LARGE ENOUGH D RESET DAMPER. RETURN OR SUPPLY AIR DUCT SLIP CONNECTION (TYR ) VERIFY REQUIRED SLEEVE LENGTH PRIOR TO ORDERING SMOKE FIRE DAMPER DETAIL r1 SCALE: NONE M502 GRIL LEN Hill. 22 G A SHEET � WIDE HANGING STRAP METAL SKIN —, NJ " IN ERIOR ACOUSTICAL �3/4 LINING + ? PCF DENS Y e —SHEET METAL SCREW, TYPICAL TURN HAULER UNDER 2 AND "— RETURN AIR GRILLE FASTEN WITH � SHEET METAL SCREW W SOUND TRAP DETAIL 1 SCALE: NONE M502 HANGER SIZES FOR ROUND DUCT PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS SELF TAPPING HEX HEAD SHEET TIGH T DUCT TO BE NO POP RIVETS ALLOWED ROUND DUCT HANGER DETAIL 2 SCALE: NONE M502 HANGER STRAPS —ANGLE IRON HANGER SIZES FOR ROUND / OVAL DUCT PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS - - — ROUND /OVAL DUCT ANGLE IRON OVAL DUCT HANGER DETAIL M502 SCALE: NONE ALTERNATE TAKE -OFF MAIN SUPPLY DUCT BELL TYPE FITTING TRANSITION TO INLET OF VAV BOX AS REQUIRED - CONTROLS— VAV BOX, SEE PLANS FOR SIZING AND LOCATION TRANSITION FROM DISCHARGE END AS REQUIRED TO SIZE INDICATED ON PLANS. BRANCH DUCT TO DIFFUSERS, SEE PLANS FOR SIZING. TERMINAL BOX CONNECTION DETAIL r4 SCALE: NONE M502 E oa cz ,� i zz 0 41 Stamps: x g i y$ s� aE 4765 ! l F pp M Ry Q. VE 3ca�+ �ooc� W w Z � Uj O0 0 U �M Y co w¢ a Qm w 00 6 cr z i w O m � P. z O U Q s x a U VQ H H h WO I I I - I Io � I I � Pr t ct Number -- Plan Sexes: - - - -- Property Numbe 595 -9995 Sheet Tltle- MECHANICAL DETAILS Sheet: M502 MINIMUM & M AS REQUIRED ELECTRIC DAMPER ACTUATOR RETURN OR SUPPLY AIR DUCT. SEE PLANS FOR SIZES REMOVABLE CAP COPPER TEE W/ THREADED INSERT & P/T PLUG. MANUAL AIR VENT PROVIDE 1/2" BALL T VALVE FOR EA ��� VENT HEADER COPPER L THREADED TO 0 // PIPE SWEAT CONN. AIR i1_ COPPER TEE W1 THREADED INSERT FLOW �j & Pf f PLUG. COPPER PPE 2 -WAY MODULATING CONTROL VALVE W/ UNION ENDS MIN. 5 PIPE DIAMETERS �f ► -q HWR REDUCER `— FLOWSET ACCUSETTER VALVE W/ MEMORY STOP & INDICATOR,, VENTURI W/ SCHRADER VALVES (REFRIGERATION FLARE CONKS. WILL NOT BE ACCEPTED)., SELECT � VENTURI FOR 20" TO SC W.G. DP AT RATED FLOW LIE-- ---.•v Hws 0 \- SHUT-OFF BALL VALVE (TYP.) THREADED TO �1/2" BALL VALVE SWEAT CONN. W/ HOSE END & CAP NOTES: 1. INSTALL VALVES AS CLOSE TO COIL AS POSSIBLE. 2. VALVE , SHALL BE INSTALLED WITHIN 2' -0" OF VALVE 2 -WAY VAV HEATING COIL PIPING r SCALE: NONE TYPICAL FOR VAVR HEATING COILS AND CABINET M503 HEATERS WHERE INDICATED ON DRAWINGS AQUASTAT SPRING VIBRATION T CONTROL VALVE ISOLATORS CIRCUIT BALANCING VALVE, r -- ---- - - - - -- BALL VALVE SHUT -OFF BALL I VALVE (TYP.) THREADED ROD I -- - HANGER - - - I L REDUCER AS UNIT HEATER REQUIRED (TYP.) UNION (TYP.) - I DRAIN VALVE / I STRAINER - - -- -- 4- HWR - --+ � HWS --{ UNIT HEATER DETAIL D SCALE: NONE M503 VENT TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES -- SEAL OR CAULK SLEEVES AND PIPING PENETRATION THRU FIRE WALLS IN A SMOKE TIGHT MANNER WITH UL FIRE RESISTANT CAULK TYPICAL ALL AROUND BOTH SIDES PIPE AND INSULATION TO CFNTERED IN SLEEVE -DO SUPPORT PIPE FROM SLEE FINISHED WALL SURFACE STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO PASS PIPE ALL ER ROD (TYPICAL FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING CONCEALED PIPING--- PIPING EXPOSED TO VIEW INTERIOR WALLS PIPING PENETRATION DETAIL r5 SCALE: NONE M503 VALVE OR OTHER FITTING FS DIRECTION_ OF FLOW FIVE PIPE DIAMETERS MINIMUM VALVE OR OTHER FITTING DIRECTION OF FLOW REDUCER (TYPICAL) FLOW VENTURI OR UNION (TYPICAL) BALANCING DEVICE +) I r > �0_ F � � I FIVE PIPE DIAMETERS MINIMUM I-TWO PIPE DIAMETERS MINIMUM BALANCE / FLOW DEVICE INSTALLATION DETAIL SC Q VALVE BUTTERFLY VA (BALANCE) I PUMP DISCHA CHECK VALVE FLEXIBLE r *,"--- PRESSURE GAUGE CONNECTION ,T — BALL VALVE, + GAUGE VALVE REDUCER C `` { - ��1_ TYPICAL _ SUCTION DIFFUSER �� W /INTERNAL STRAINER 6" SPOOL PIECE DRAIN VALVE MATCH UNIT DRAIN LINE TO FLOOR DRAIN SIZE DRAIN (1/2" MIN.) ADJUSTABLE SUPPORT — - — �— SEISMIC SPRING COOLING COIL CONDENSATE DRAIN DETAIL 11 _VIBRATION MOUNTS SCALE: NONE M CONCRETE INERTIA PAD PUMP & BASE DETAIL - ENDSUCTION SCALE: NONE _ M503 THREADED TO SWEAT CONNECTION- 3 -WAY M DULAT!NG CONTROL VALVE WpUNION ENDS IN 5 PIPE DIAMETERS COPPER TEE WITH THREADED INSERT AND P/T PLUG C A HIGH POINT MANUAL AIR VENT N bbl -_►- -� HWR 1 -1/4" x 12" LONG PROVIDE 1 2" BALL AIR CHNAMER 3 /8" VALVE FOR EACH NJ . VENT HEADER L o REDUCER MAIN OR BRANCH LINE L CIRCUIT BALANCE VALVE 1+ - - - - - -J W/ MEMORY STOP & INDICATOR, BALANCING VALVE IN SCHRADER VALVES 'REFRIGERA ON FLARE CONNS. ILL NOT BE ACCEPTED). T BALL VALVE AIR N� /— BALL VALVE W/ / L O MEMORY STOP & C , C INDICATOR MANUAL AIR VENT DETAIL -,2 FL %%% COPPER TEE W/ SCAL N NE M503 jj , & P/T 4 -F 'I' � HWS NOTE: L: �� SHUT -OFF BALL VALVE (TYP.) VALVE PORTING IS DIAGRAM-11C. THREADED TO SWEAT CONNECTION L1/2" BALL VALVE FIELD VERIFY ACTUAL PORTING W/ HOSE END & CAP OF TO BE INSTALLED VALVE(S) NOTES: PRIOR TO INSTALLATION 1. INSTALL VALVES AS CLOSE TO COIL AS POSSIBLE. INSURING PROPER FLOW 2. VALVES AB & Qc SHALL BE INSTALLED WITHIN 2' -0" OF VALVE 0 PATTERN, 3 -WAY VAV HEATING C OIL PIPING DETAIL r8`� SCALE: NONE TYPICAL FOR VAVR HW COILS WHERE INDICATED ON DRAWINGS WALL, CEILING OR OTHER STRUCTURAL MEMBER INSULA PIP MINIMUM CENTFRPNE SPACING NOMINAL PIPE SIZE I DIMENSION A DIMENSION 1 DIMENSION C DIMENSION D 3/4" 5 b 1 3-1/2 3' 1 1- 1-1 6' $ 4' 4" 2', 2-1/2" 7" 10" /2� - _ - -- - - PROTECTION SHIELD REQUIREMENTS. 7 -1/'2" 11 TYPICAL PIPE SUPPORTS DETAIL 3 - 5" 6" — 4" 1 8" 12 ° ' 5 -1 /2" 7 5" 8 -1 /2" 13" 6" 8" 6" 9" 14" 6-1/2" 9" 8" 10 6" 7_1/2 11" WALL, CEILING OR OTHER STRUCTURAL MEMBER NOTES 1. DIM "C`: WHERE PIPES OF DIFFERENT SIZE ARE RUN PARALLEL, USE ONE -HALF OF THE DIMENSION TABULATED FOR THE LARGER PIPE, PLUS ONE -HALF OF THE DIMENSION TABULATED FOR THE SMALLER PIPE, TO DETERMINE THE MIN. CENTER LINE SPACING BETWEEN ADJACENT RUNS. 2. TABLE APPLIES ONLY TO PIPING RUNS WHICH ARE NOT DIMENSIONED ON THE PIPING PLANS. PIPE CLEARANCE DATA SCALE: NONE M503 PIPE INSULATION DOUBLE NUT HANGER CAESIUM SILICATE THERMAL ROD, TYPICAL INSULATION INSERT 360 DEG, COVERAGE /ENCASEMENT WITH "UNISTRUT" 1 -5/8 SPLIT RING CLEVIS HANGER GALVANIZED PROTECTION CHANNEL -FOR LOADING SHIELD, 360 DEG. COVERAGE/ UP TO 700 LBS. USE ENCASEMENT. P -1000, FOR LOADING TRAPEZE HANGER UP TO 2000 LBS. USE P -1001. PIPE SIZE MAX. SPACING PIPE LOAD WEIGHT /FT. TOTAL ROD SIZE 1" AND SMALLER 8 2,5420 3/8 -1 4" - 2 10 6 60 3 8' 2 -1 2 - 4 12 20 240 5 $ 5" - 8" 6 50 800 7 8 NOTE: HANGERS SIZES AND SPACING ARE FOR SINGLE PIPES. HANGER ROD LOADING FOR TRAPEZE HANGERS SHALL NOT EXCEED THE TOTAL LOADING INDICATED. IF SMALLER ROD SIZE IS USED, DECREASE MAXIMUN SPACING SO THAT TOTAL LOADING IS NOT EXCEEDED. SUPPORT FROM STRUCTURE PANEL POINTS. PIPE HANGER DETAIL 777 - NONE NONE M503 STEEL OFFSET WALL BRACKET ROD TURNBUCKLE - EYE' YE 80LT 0 U -BOLTS PIPE CLAMP U -BOL WELDED STEEL I -BEAM WALL BRACKET CLAMPS EYE BOLTS TURNBUCKLE — U -BOLT / SPLIT RING i l CLEVIS HANGER if- 11 BLOCK WALL THRU - BOLT —____ _ STEEL PLATE ANGLE NOTE: — ADJUSTABLE I SEE DETAILS 2 /XXX, 4 /XXX AND PIPE STAND 5 /XXX FOR ADDITIONAL REQUIREMENTS ROD AND FOR THERMAL INSULATION INSERT AND - _ - -- - - PROTECTION SHIELD REQUIREMENTS. — CINCH ANCHORS TYPICAL PIPE SUPPORTS DETAIL 3 S 77 N M503 STRUCTURE 16 GA GALVANIZED ESCUTCHON PLATE ANCHOR TO WALL CAULK ANCHOR BOLT i ,�,�� AND SEAL BETWEEN PLATE AND PIPE JACKET, PAINT PLATE, COLOR BY ARCHITECT. 1" ANGLE IRON °< `� INSULATED PIPING WITH WEATHER PIPE FLANGE_JI PROOF METAL JACKETING --------- ----- LINK -SEAL TYPE WALL PENETRATION SEAL MODEL LS MLT%STOP & ANCHOR INSIDE OUTSIDE PIPE ANCHOR AT WALL DETAIL FOR CHILLED WATER PIPING n SCALE: NONE M503 � T `m' 0 Stamps'. /� 4765 NA F OF q p VEG W w Lu z W U Do 0 � M W co Y t 0 2 Q w =a _ am 00 o LU w o U IM con H o U xj G v j U Q W x d U C/5 H Ex �D a WO i a Project Number Plan Son— Property Number. 595 -9995 Sheet Title: MECHANICAL DETAILS Sheet: M503 a F C GALVANIZED DOUBLE NUT TO ALLOW ADJUSTMENT OF TENSION PIPING - -- k EXTERIOR PIPE ' INSULATION WITH EMBOSED ALUMINUM ___ JACKET I __ GALVANIZED PROTECTION SHIELD 360 DEG. COVERAGE /ENCASEMENT — �-- 1/4 v HIGH DENSITY CALSIUM SILICATE INSULATION INSERT, 360 DEC. COVERAGE /ENCASEMENT (TYPICAL). UNISTRUT PIPE CLAMP (GALVANIZED) PIPING 1 -5 /8" x 1 -5/8" UNISTRUT CHANNEL GALVANIZED GALVANIZED 3' x 3' x 3/16 ANGLE GALVANIZED 1/4 3/8" x 4" x 8" PLATE WITH 2 -3/8" DIA. EXPANSION BOLTS, 3" LONG. CONCRETE SLAB ' III it li M u, EXTERIOR PIPE SUPPORT DETAIL r4 SCAL : NONE M504 8" CHWS AND CHWR NSULATION BLOCK \ND CLAMP (TYR) —< TYPICAL 3"4 STEEL SUPPORT PIPE (TYPICAL) ,--< TYPICAL 1/2 "0 THREADED STEEL ANCHOR BOLTS 2 "x12 "x1 /4" STEEL PLATE EXTENSION OF 12" THICK CONCRETE CHILLER PAD PIPING SUPPORT DETAIL SCALE NONE M504 rT LL % M NOTE: TYPICAL OF ALL CHANGES TH OE DIRECTION FOR EXTERIOR SITE MII WORK, WATER PIPING. PE AREA OF BEARING FACE OF CONCRETE THRUST BLOCKS FOR SOIL WITH SAND & GRAVEL CEMENTED WITH CLAY OR ROCK SIZE I NCHES /4 BEND S QUARE FEET 1 8 BEND QUAKE FEET A FHYDRA SQUARE FEET \� 4 & LESS 2 2 2 6 5 3 4 8 8 5 6 10 13 7 9 12 18 10 13 AREAS IN TABLE HAVE BEEN DERIVED USING A WATER PRESSURE OF 225 PSI (15.5 BARS) AND A SOIL RESISTANCE OF 2000 PSI (137,9 BARS). NOTE: THRUST BLOCKS OR OTHER SUITABLE MEANS OF THRUST RESTRAINT SHALL BE PROVIDED AT EACH CHANGE IN THE DIRECTION OF A PIPIELINE AND AT ALL TEES, PLUGS CAPS, AND BENDS. THE THRUST BLOCKS SHALL BE OF CONCRETE OF A MIX NOT LEANER THAN ONE PART CEMENT, TWO AND PLACED THATTHE JOIN ACCESSI E R REPAIR. THRUST BLOCKS ARE NOT SUITABLE FOR VERTICAL PIPE, SUGGESTED FACTORS TO BE USED TO DETERMINE THRUST BLOCK SIZE IN OTHER SOILS: SOFT CLAY 4 SAND & GRAVEL 33 SHALE .4 THRUST BLOCK DETAIL WALL UNISTRUT CHANNEL N 1 PIPE INSULATION UNISTRUT PIPE CLAMP GALVANIZED PROTECTION SHIELD. 360 DEG. COVERAGE /ENCASEMENT 16 GAGE MINIMUM (TYP.) ANCHOR INTO WALL (3/8' DIA. x3') HIGH DENSITY CALSIUM SILICATE INSULATION INSERT 360 DEC. COVERAGE /ENCASEMENT. WALL MOUNT PIPE SUPPORT ( SCAL : NON M504 MAGNETIC PIPE MARKER TAPE. o-, �� mz O, �p e: \� GRADE /= —BRING UP TO GRADE WITH REQUIRED MATERIAL. IE: TOPSOIL FOR LANDSCAPE AREAS, °� ROADBASE FOR PAVED OR SIDEWALK AREAS. CLEAN COMPACTED BACKFILL - BRING UP IN 12" LIFTS. COMPACTED SAND BACKFILL MINIMUM 12" ALL AROUND PIPING. - - -- CHILLED WATER PIPING. 24" MINIMUM SEE PLANS FOR SIZING. DIMENSION. UNLESS NOTED OTHERWISE. UNDERGROUND CHILLED WATER PIPING DETAIL 3 SCALE: NONE M504 e � c' °� om O �+ �t C x 0 Stamps: 5t`r3� PF 4765 N l OF �Op� HA p VE�G 3 0_} 20o e W w Lu F Z W O U D° F Y �c a Q w �c ~ =a LL jr ax M Q� o w z �- o m z o � � o U x a QU A n V F F F � WO I ! n Project Numbe, . Ptan Sen. Property Number 595 -9995 Sheet Title: MECHANICAL DETAILS Sheet. M504 VARIABLE FREQUENCY DRIVES (VFD) SYMBOL SERVICE FAN MOTOR LOCATION REMARKS VFD HP MOTOR HP OLTS HERTZ PHASE VFD -1 AIR HANDLING UNIT AHU -1 30 30 208 60 3 FAN ROOM 303 THE DRIES SHALL MATCH THE MOTORS PROVIDED WITH THE FANS PHIS CONTRACTOR SHALL HAVE THE FHU RESPONSIBILITY FOR TH DRIVES, NCLUDINC THE INS- ALATION AND COORDINATING - HE EFFORT OF THE PUPPLIER, ELECTRICAL CONTRACTOR FOR POWER WIRING, AND CONTROL WORK BY A-.TC CONTRACTOR. VFD -2 AIR HANDLING UNIT AHU - -2 5 Z5 208 60 3 FAN ROOM 304 VFD 3 AIR HANDLING UNIT AHU -3 7.5 7.5 208 60 3 FAN ROOM 305 VDU -4 AIR HANDLING UNIT AHU -4 7.5 7.5 208 60 3 FAN ROOM 302 VFD -5 RELIEF AIR FAN RAF -1 3 3 208 60 3 FAN ROOM 301 VFD -6 RELIEF AIR FAN RAF -2 3 MD -14 208 60 3 FAN ROOM 301 VFD -7 RELIEF AIR FAN RAF -3 3 1 3 1 208 1 60 1 JEAN ROOM 301 StLLCIIVN tS.4JLU UN MIISUtSICHI SEE SPECI SECTION 230514 MOTORIZED DAMPER MD SYMBOL APPROX, SIZE TYPE RUSKIN MODEL DUTY LOCATION SYMBOL APPROX. SIZE TYPE RUSKIN MODEL DUTY LOCATION MD -1 54 "64° OPPOSED CD -50 RAF -1 FAN ROOM 301 MD -11 30 "x30" OPPOSED CD -50 RRF -4 FAN ROOM 305 MD -2 54 "x54" OPPOSED CD -50 RAF -2 FAN ROOM 301 MD -12 (2) 36 "x24" OPPOSED CD -50 RELIEF AIR FAN ROOM 305 MD -3 54 "64" OPPOSED CD-50 RAF -3 FAN ROOM 301 MD -13 14 "x14" OPPOSED CO -50 EF -3 FAN ROOM 305 MD -4 30 "x30" OPPOSED CD -50 RRF -1 FAN ROOM 304 MD -14 30 "x30" OPPOSED CD-50 RRF -5 FAN ROOM 302 MG _s 30 OPPOSED CD -50 RRF -2 FAN ROOM 304 MD -15 30 OPPOSED ,.D 50 RRF -6 FAN ROOM 302 MD -6 60"x24" OPPOSED CD -50 RELIEF AIR FAN ROOM 304 MD -16 30 "00" OPPOSED CD -50 RRF -7 FAN ROOM 302 MD -7 30 "x30' OPPOSED CD -50 PVF -1 MECH. ROOM 303 MD -17 1 (2) 36"x24" OPPOSED CD -50 RELIEF AIR FAN ROOM 302 MD -8 36 "x36" OPPOSED CD -50 EF -2 MECH. ROOM 303 MD -18 16 "00" OPPOSED CD -50 EF -1 FAN ROOM 302 MD -9 24"x24" OPPOSED CO -50 BOILER VENT MECH, ROOM 303 MD -19 I - OPPOSED CD -50 - - 7-10 30 "x30" OPPOSED CD -50 RRF -3 FAN ROOM 305 MD -20 I - OPPOSED CD -50 - - SELECTION BASED ON RUSKIN SEE SPECIFICATION SECTION 233313 EXHAUST FAN (EF) SYMBOL NOMINAL AIR!700 FMOW p S U E Fr M RPM BHP ELECTRICAL 0.06" MIN. MOTOR FAN TYPE TYPE DRIVE COOK MODEL CLASS LOCATION REMARKS VOLTS HERTZ PHASE EF -1 00 1.25 1542 1254 .778 208 60 3 1 CENTRIFUGAL BELT 180 CPS -A 1 FAN ROOM 302 - EF -2 50 1.25 1278 1626 .364 115 60 VARIES 0.5 CENTRIFUGAL BELT 135 CPS -A 1 MECH. ROOM 303 - EF -3 E -1 25 218 2162 .237 115 60 1 0.5 CENTRIFUGAL BELT 100 CPS 1 FAN ROOM 305 - SELECTION BASED ON COOK SEE SPECIFICATION SECTION 233400 SOUND TRAPS (ST) SYMBOL CFM MAX PRESS, DROP SIZE (WxHx[.) VIBRO ACOUSITICS ST -1 15,000 0.06" 12'0" x 3'0" x 10'0" (3 - 48" x 36 ") 0.01 ST -2 15,000 0.06" 12'0" x 3'0" x 10'0" (3 - 48" x 36 ") 0.01 SELECTION BASED ON VIBRO ACOUSTICS SEE SPECIFICATION SECTION 233319 GRILLE AND DIFFUSER SYMBOL FACESI��NEL TYPE KRUEGER MODEL REMARKS S --1 VARIES CEILING SIT - MAX. WATER COIL FAN TYPE DRIVE TYPE FAN CLASS R -1 VARIES CEILING S85 - R -2 VARIES SIDE WALL 5810 - R -3 VARIES SIDE WALL 1850 - R -4 VARIES SIDE WALL S480H - PLENUM BELT II 44 VAV SYSTEM T -1 VARIES CEILING S85 - 1826 1925 4,4 208 6 E -1 VARIES CEILING S85F - SEE DRAWING FOR CFM, NECK SIZE, AIR PATTERN, SLOT NUMBER AND LENGTH. REFER TO ARCHITECTURAL FOR CEILING AND GRID TYPE SELECTION BASED ON KRULGER SEE SPECIFICATION 233713 PACKAGED AIR HANDLING UNIT (AHU SUPPLY AIR FAN UNIT SYMBOL SUPPLY FAN SYMBOL AIR F�UW CFM TOTAL STATIC PP.ESSIiRE W OV FPM IAN RPM BH p TOTAL MAX. ELECCTRICAL MAX. WATER COIL FAN TYPE DRIVE TYPE FAN CLASS FAN DIA. DUTY REMARKS VOLTS HERTZ PHASE HP RPM AHU -1 SF -1 30000 40 2000 964 28 208 1 60 1 3 30 1750 PLENUM BELT II 44 VAV SYSTEM 2 AHU -2 SF -2 6300 SECT, 1826 1925 4,4 208 6 54/51P` 7.5 1750 DWDI AT BELT li 18 CULTURAL HALL 2 AHU -3 SF -3 7CLO 3 203.5 1847 5.5 208 44'F 547 7.5 1750 PLENUM BELT !I 22 LARGE CHAPEL 2 AHU -4 SF -4 7000 3 2035 847 6.5 208 181 7.5 1750 PLENUM BELT ii 22 SMALL CHAPEL 2 Jn otiaLU UIN ILMINUL U MATCH VFD CHARACTERISTICS WITH SUPPLY FAN MOTOR. SEE SPECIFICATION SECTION 237300 REFER TO DRAWINGS FOR ADiTIONAL DETAIL COOLING COIL, 8 ROW MIN., 8 fpi - MAX (CC) COIL, 8 fpi - MAX, (HC) NOMINAL ENTERING LEAVING ENTERING LEAVING SENSIBLE TOTAL TOTAL MAX. MAX A, PRESS. MAX. WATER COIL TOTAL NOMINAL NOMINAL SYMBOL AIR FLOW AIR AiR WATER WATER OOOLINO COOLING GPM FACE DROP PRESSURE PER SO. F7. COIL SIZE EA. REMARKS REMARKS CFM DBj WB DB /WB TEMP TEMP MBH MBH 42EW6188 VEL !IN W1. DROP, FT, SECT. SECT, H x W H x W CC -1 30000 80/62'F 54/51P` 447 547 704 704 150 500 0.50 10 2 59 36 "x118" 35% PROPYLENE GLYCOL CC -2 6300 80/62 - F 51/50 - F 44'F 547 164 171 37 500 0.50 10 1 15.5 42 "x53" 359, PROPYLENE GLYCOL CC -3 7000 80/62 - F 51/50 - F 44T 54'F 181 ±88 40 500 0.50 12 1 16.3 42 "x56" 35% PROPYLENE GLYCOL CC -4 1 7000 1 80/627 1 51/50'` I 44'F I 54 - F 181 188 40 1 500 0.50 12 1 1 16.3 42 "66" 35% PROPYLENE GLYCOL 0111 AVIV 1'ILU VIN 1111 1111 SEE SPECIFICATION SECTION 237300 HEATING COIL, 8 fpi - MAX, (HC) MINIMUM NOMINAL ENTERING LEAVING ENTERING LEAVING HEATING TOTAL MAX. AI PRESS. MAX. WATER PRESSURE MIN. COIL MfN. NOMINAL 30000 SYMBOL AIR FLOW AIR AIR WATER WATER CAPACITY GPM LACE DROP DROP FT ROWS PER TOTAL COIL SIZE EA. REMARKS 20 CFM 208 1 60 TEMP TEMP MBH 42EW6188 VEL IN WC . IN WC. 94 SECT, SO_ FT. H x W 81 HC -1 30000 40 68 180'F 1407 803 43 500 01 10 1 2 59 36 "x118" 35% PROPYLENE GLYCOL HC -2 6300 38 96 180'F 1407 353 19 500 0.1 5 2 1 15.5 42"x53" 35% PROPYLENE GLYCOL HC -3 7000 38 96 180'` 140 - F 388 21 500 0.1 5 2 1 16.3 42"x56" 35% PROPYLENE GLYCOL HC -4 7000 38 1 96 180'` 1407 388 21 500 0.1 5 2 1 16.3 42"x56" 35% PROPYLENE GLYCOL JLl_ I IIUN DM31LU UN ILiwMUL SEE SPECIFICATION SECTION 23 FILTER SECTION (FS) DAMPER RAD MINIMUM FIL TER FILTER REMARKS SYMBOL AIR FLOW TYPE PACE AREA REMARKS 12" X 61" CrM - SG. FT. 2" X 64" FS -1 30000 2 120 ANGLE FILTER FS -2 6300 2 20 ANGLE FILTER FS -') 7000 2 2 1 v ANGLE FILTER FS -4 7000 2 20 ANGLE FILTER 1 - 1 DMJCU .11 mill SEE SPECIFICATION SECTION 237300 RETURN AIR DAMPER RAD SYMBOL APPROX. SIZE TYPE REMARKS RAD -1 36" X 126" OPPOSED - RAD -2 12" X 61" OPPOSED - RAD -3 2" X 64" OPPOSED - RAD -4 2" X 64" OPPOSED - JLLLI.IIUIN JA�,LU UN NUJKIN GU -DU SEE SPECIFICATION SECTION 237300 OUTSIDE AIR DAMPER OAD SYMBOL APPROX. SIZE TYPE REMARKS OAD - -1 36" X 126" OPPOSED FAN MOTOR OAD-2 12" X 61" OPPOSED - OAD -3 12" X 64" OPPOSED - OAD -4 1 12" X 64" OPPOSED - JLLLI,IIUN LfHJLU UIN NUJKIIN UIJ - DU SEE SPECIFICATION SECTION 237300 RELIEF AIR FANS RAF AIR FIOW CFM SYMBOL AIR FLOW CFM TOTAL STATIC PRESSURE INCHES WC BHP FAN MAX RPM FAN MOTOR APPROX. PANEL SIZE DRIVE COOK MODEL SERVICE LOCATION SOUN A A 8 OCTAVE BANDS 10 -12 WATTS NOM. HP VOLT HTZ PH 1 2 3 4 5 6 7 8 LwA dBA SONES RAF -1 10000 0.75 2.3 843 3 208 1 60 3 54 "x54" BELT 42EW6188 AHU - -1 FAN ROOM 301 94 94 90 86 83 81 78 76 89 1 77 1 31 RAE -2 10000 0.75 2.3 843 3 208 60 3 54 "x54" BELT 42EW6188 AHU -1 FAN ROOM 301 94 94 1 90 86 83 1 81 78 76 89 1 77 1 31 RAF -3 10000 0.75 2.3 843 3 208 60 3 54 "x54" BELT 42EW618B AHU -1 FAN ROOM 301 94 94 190 86 83 1 81 78 76 89 1 77 31 SLLECIIUN IJAJLU UN GUUK SEE SPECIFICATION SECTION 233400 RETURN / RELIEF AIR FANS RRF SYMBOL AIR FIOW CFM TOTAL STATIC PRESSURE INCHES WC BHP FAN MAX RPM FAN MOTOR PANE SIZE DRIVE COOK MODEL SERVICE LOCATION 8 OCTAVE BANDS 10 NOM, HP VOLTS HTZ PH 1 1 2 1 3 1 4 1 5 6 7 1 8 ILwAjdBA I ORA CONES RRF -1 3150 0.5 .553 1177 3/4 208 60 3 30 "x30" BELT 24XMW AHU -2 FAN ROOM 304 89 91 86 81 1 77 72 69 64 84 722 23 RRF -2 3150 0.5 .553 1177 3/4 208 60 3 30%30" BELT 24XMW AHU -2 FAN ROOM 304 89 91 86 81 1 77 72 69 64 84 72 23 RRF -3 3500 0.5 1592 1210 3/4 208 60 3 30 x30" BELT 24XMW AHU -3 FAN ROOM 305 89 93 88 83 78 74 70 65 86 74 25 RRF -4� 3500 0.5 .592 1210 3/4 208 60 3 30 "x30" BELT 24XMW AHU -3 FAN ROOM 305 89 93 88 83 1 78 74 70 65 86 25 RRF -5 2350 0.5 .44 1102 1/2 208 60 3 30"x30' BELT 24XMW AHU -4 FAN ROOM 302 8B 88 81 77 73 70 67 61 80 19 RRF -6 2350 0.5 .44 1102 1/2 208 60 3 30"x30" BELT 24XMW AHU -4 FAN ROOM 302 88 88 81 77 73 70 67 61 80 L 19 RRF -7 2350 0.5 .44 1102 1/2 208 60 3 30 "x30" BELT 24XMW AHU -4 FAN ROOM 302 88 88 81 77 73 70 67 61 80 i9 SELLUIIUN HASEU UN CUUK SEE. SPECIFICATION SECTION 233400 PROPELLER VENTILATION FAN (PVF) SYMBOL , FLOW AIR FLOW TOTAI.STATIC PRESSURE I NCHES WC BHP FAN MAX RPM FAN MOTOR APPROX. PANEL S'ZE DRIVE COOK MODEL SERVICE LOCATION SOUND DATA 8 OCTAVE BANDS 10 NOM. HP VOLTS HTZ PH 2 1 3 1 4 1 5 6 1 7 1 8 1 LwA I ORA SONES PVF -1 2000 1 0.7 0.6 11225 1 3/4 1 208 1 60 1 3 30 "x30" BELT 24XMW B -1 & B -2 I MECH. ROOM 303 I 91 90 82 1 77174 171169 164 1 81 1 69 1 21 JLLU.WIUIN DMJCU VIN wrJn SEE SPECIFICATION SECTION 233400 I I u � t C o Stamps y �,EO FF 4765 T0 9Rgy o. N�\V4. W W F z W - � o C I W W ao S LLl Q Q � = CO ''^^ Q CZ vJ Q X 2 w 00 `o Lu w r } o v m E F O � � a` v rC/�j F x ✓ [ V} a WO h� Project Number Pan Series. -- Property Number 595 -9995 Sheet T MECHANICAL SCHEDULES She., M602 m -- - U VAVR -211 350 150 150 5,255 0.5 80 0JO 6 6 VAVR -213 450 245 05 8,744 0.5 180 0.70 8 8 VAVR 214 { 1000 410 410 12,959 0.7 180 0 70 12 12 VAVR -215 750 410 410 12,556 0.7 180 0.70 8 8 - - - _. VAVR -217 550 305 105 11,000 0.6 180 0.70 8 8 H VAVR 225 S�5Q 305 105 11,004 0.6 180 0.70 8 8 C/) F W z i VAVR 227 � 750 3 375 13,734 0.7 180 0.70 8 8 O - -- 1 VAVR 228 0 375 375 11,374 0.6 180 0.70 8 8 a u G - -- - - - - - - VAVR -230 400 N A 0 N A N. A. N A N. A. 8 8 COOLING ONLY U' - VAVR -232 280 220 60 7,936 1 0.5 180 * 0,70 6 6 a V F VAVR -233 250 20 20 4,074 0.5 180 0.70 6 6 F VAVR -237 500 240 240 8,016 0.5 180 0.70 8 8 W O VAVR -238 450 155 105 5,620 0.5 i80 0.70 8 8 VAVR -240 430 195 120 7,000 0.5 180 0.70 8 - 8 - - - -- ---- -- - - - T- -- - -- -- - --- - -- - -- - - - -- - VAVR -242 250 175 120 6,262 0.5 180 0.70 6 6 VAVR -243 250 150 120 5,382 0.5 80 0.70 6 6 VAVR -245 200 150 150 3,462 0.5 180 0.70 6 6 VAVR -247 350 155 120 5,524 0.5 180 0.70 6 6 I VAVR -248A 250 00 60 2,803 0.5 180 0.70 6 6 o° VAVR -248B 250 100 60 2,803 0.5 180 0.70 6 6 VAVR -249 320 100 60 1,896 0.5 180 0.70 6 6 0 VAVR -250A 690 375 375 7,760 0.5 1 180 0.70 8 8 - 45 VAVR -2508 690 375 375 7 760 0.5 180 0.70 8 8 Project Number VAVR -252 200 00 150 3,602 0.5 180 0.70 6 6 Pi serer: --- - -- -- - --- - - - _ - - - VAVR -254 350 100 60 1,539 539 1 0.5 80 030 I 6 6 Properly Nurnher - 595 -9995 Sheet Title: MECHANICAL SCHEDULES AND SYMBOL LEGEND Sheet M603 VAVR SELECTION CHART KRUEGER CFM KRUf_GER SYMBOL OPERATING SYS?EM AIR PRESSURE COIL DROP W� 1 ROW D[MENSION REMARKS SIZE RANGE MODEL VAVR_ 6 10 -399 LMHS 0.75 0.30 12 ° x8" VAVR_ 8 400 -599 LMHS 0.75 0.30 12 "z10" VAVR_ 9 600 -849 LMHS 0J5 0.30 14 "x12 " -1/2" VAVR_ 10 85p -999 LMHS 0.75 0.30 14 "x12 " -1 /2" VAVR_ 12 1000 -1349 LMHS 0.75 0.30 i6 "x15" 'VAVR_ 14 1350- -1999 LMHS 0.75 0.30 20 "x17 ° -1/2" i6 200 D.75 0.30 24 "x18" VAVR,_ VARIABLE VOLUME AIR BOXES WITH HW HEAT VARIABLE VOLUME WITH REHEAT (VAVR) - _ - -- BALANCE MAX MINIMUM - - - - - -- -- _HEATING COIL (35% PR GLYC OL) __ MIN. SYMBOL AIRFLOW' AIRFLOW AIRFLOW HTG. CAPACITY GPM EWT MAX. PRESSURE TITUS ! INLET REMARKS CLG. CFM HTG. GEM OEM BTU /HR DEG f DROP, FT. W.C. SIZE SIZE IN. STATIC IN. W. C. COIL IN. W.C. INCH. WxH` VAVR -101 400 300 105 13,384 07 180 0.70 8 8 o � VAVR -102 210 115 75 4,134 0.5 180 0.70 6 6 � a - -- - - -- - - _ - - -- - - - - -- n VAVR 103 340 '80 180 5,148 0.5 180 070 6 6 -- - -- -- - - - - - - -_ - VAVR 1 04 340 180 180 5,098 0.5 180 0.70 6 6 VAVR -105 250 150 150 4,086 0.5 '80 0.70 6 6 T Y. VAVR -106 280 100 60 1,077 0.5 180 0.70 6 6 -- -- - -- -- - -- - -- VAVR- 108 .500 235 160 8,462 VAVR_ 0 -2399 LMHS 0.5 80 0.70 8 8 - -- - -- - VAVR 111 4 50 120 120 3,000 0.5 180 0.70 B 8 - - -- - SEE SPECIFICATION SECTION 233616 VAVR -112 310 180 120 6,426 0 -5 180 0 70 6 6 r VAVR -113 250 165 120 5,928 0.5 180 0.70 6 6 z N VAVR -115 200 300 150 7,077 0.5 180 0.70 6 6 ° - - - - - -- - - - - - - -- - - -° VAVR 117 420 300 105 13,384 0.7 180 0.70 8 8 D RIPTION ^L _-_ -.._ - - -- - - - - - -- - - -__ - - -- -- -._ -- - -- r NEW CONNECTION CONCENTRIC REDUCER VAVR - 119 990 525 525 16,750 0.9 80 0.70 0 0 SUPPLY DUCT (CROSS SECTION) ECCENTRIC REDUCER VAVR -120 990 525 525 15,430 0.8 180 0,70 10 10 - -- - -- _ - - -- - - - - V VAVR -121 140 300 60 5,384 0.5 180 0.70 6 6 VAVR 124 420 300 105 13,384 0.7 180 0.70 8 8 \� VAVR 126 660 345 345 11 0.6 180 C 70 8 8 _ - - - - DUCT SIZE, INSIDE CLEAR DIMENSION IN INCHES THERMOMETER OR GAUGE WELL VAVR - 127 500 300 300 7,850 0.5 180 0.70 8 8 DUCT RISE THERMOMETER VAVR - 131 530 300 105 10,752 0.6 180 0.70 8 8 DROP OR RISE IN SUPPLY DUCT T PRESSURE /TEMPERATURE TEST PLUG (PETE'S PLUG) VAVR - 133 380 210 210 5,864 0.5 180 0.70 6 6 VAVR -134 290 150 150 4,460 0.5 180 0.70 6 6 - - - HAND CAMPER --� PIPE ANCHOR - - - - - - -- - - - - - -- VAVR - 135 120 300 60 6,878 0.5 180 0.70 6 6 COMBINATION SMOKE /FIRE DAMPER PIPE GUIDE VAVR -136 280 100 60 1,077 0.5 180 0.70 6 6 VAVR -137 400 300 105 13,384 0.7 180 0.70 8 8 stamps FACTORY MADE DUCT CONNECTION DRAIN VAVR -139 280 100 60 3,508 0.5 180 0.70 6 6 F peA FF 5 1 VAVR -140 730 330 300 1 0.6 180 0,70 8 8 - - - - - - - -- 4765 DIFFUSER VAVR -141 260 80 80 3,230 0.5 80 0.70 6 6 m VAVR 144 280 120 120 4,270 0.5 180 0 70 6 6 EXHAUST GRILLE DIRT LEG � 9 lt of °p _. -. _ EXHAUST VAVR - 145 460 170 105 6,080 0.5 180 0.70 8 8 SPIN - IN FITTING - Nws - HOT WATER SUPPLY VAVR -153 300 150 150 2,692 0.5 180 0.70 6 6 VAVR -155 250 135 120 4,832 0.5 180 0.70 6 6 - -- - - - - - T -- - - -- - _.. - - -- - - VAVR -156 280 300 120 8,921 0.5 180 0.70 6 6 THERMOSTAT COLD WATER VAVR -158 500 185 180 6,624 0.5 180 0.70 8 8 - - -- I-,---- - - - - -- . - , - _ - - - W w TEMPERATURE SENSOR DOMESTIC HOT WATER VAVR 161 380 ^00 60 2 0.5 180 0.70 6 6 uj VAVR -162 760 525 525 9,421 0.5 180 0.70 8 8 Z VAVR -169 380 100 60 077 0.5 180 0.70 6 6 ° VAVR -171 220 150 150 2,692 0.5 180 0.70 6 6 - - -- - -- - - - - -- - W --><I-- GATE VALVE MEDIUM PRESSURE STEAM VAVR 201 200 - 150 2,930 0.5 80 0.70 6 6 w o BALL VALVE LOW PRESSURE CONDENSATE - - - - - VAVR -203 250 135 120 4,826 0.5 80 0 70 6 6 ¢ - VAVR -204 300 175 120 6,262 0.5 180 0.70 6 6 WAY CONTROL VALVE - WATER MAIN - (OUTSIDE) n VAVR -206 470 195 120 7,028 0.5 180 0.70 8 8 w co 16 < x '�.. VAVR -208 450 155 05 5,480 0.5 180 0.70 8 8 VAVR 209 250 120 120 4,110 0.5 180 0.70 6 6 z PLUG VALVE INVERTED BUCKET TRAP VAVR -210 350 150 150 4,876 0.5 180 0.70 6 6 �- - - - - - - - ' - -- - - -- - - CAP m -- - U VAVR -211 350 150 150 5,255 0.5 80 0JO 6 6 VAVR -213 450 245 05 8,744 0.5 180 0.70 8 8 VAVR 214 { 1000 410 410 12,959 0.7 180 0 70 12 12 VAVR -215 750 410 410 12,556 0.7 180 0.70 8 8 - - - _. VAVR -217 550 305 105 11,000 0.6 180 0.70 8 8 H VAVR 225 S�5Q 305 105 11,004 0.6 180 0.70 8 8 C/) F W z i VAVR 227 � 750 3 375 13,734 0.7 180 0.70 8 8 O - -- 1 VAVR 228 0 375 375 11,374 0.6 180 0.70 8 8 a u G - -- - - - - - - VAVR -230 400 N A 0 N A N. A. N A N. A. 8 8 COOLING ONLY U' - VAVR -232 280 220 60 7,936 1 0.5 180 * 0,70 6 6 a V F VAVR -233 250 20 20 4,074 0.5 180 0.70 6 6 F VAVR -237 500 240 240 8,016 0.5 180 0.70 8 8 W O VAVR -238 450 155 105 5,620 0.5 i80 0.70 8 8 VAVR -240 430 195 120 7,000 0.5 180 0.70 8 - 8 - - - -- ---- -- - - - T- -- - -- -- - --- - -- - -- - - - -- - VAVR -242 250 175 120 6,262 0.5 180 0.70 6 6 VAVR -243 250 150 120 5,382 0.5 80 0.70 6 6 VAVR -245 200 150 150 3,462 0.5 180 0.70 6 6 VAVR -247 350 155 120 5,524 0.5 180 0.70 6 6 I VAVR -248A 250 00 60 2,803 0.5 180 0.70 6 6 o° VAVR -248B 250 100 60 2,803 0.5 180 0.70 6 6 VAVR -249 320 100 60 1,896 0.5 180 0.70 6 6 0 VAVR -250A 690 375 375 7,760 0.5 1 180 0.70 8 8 - 45 VAVR -2508 690 375 375 7 760 0.5 180 0.70 8 8 Project Number VAVR -252 200 00 150 3,602 0.5 180 0.70 6 6 Pi serer: --- - -- -- - --- - - - _ - - - VAVR -254 350 100 60 1,539 539 1 0.5 80 030 I 6 6 Properly Nurnher - 595 -9995 Sheet Title: MECHANICAL SCHEDULES AND SYMBOL LEGEND Sheet M603 VAVR SELECTION CHART KRUEGER CFM KRUf_GER SYMBOL OPERATING SYS?EM AIR PRESSURE COIL DROP W� 1 ROW D[MENSION REMARKS SIZE RANGE MODEL VAVR_ 6 10 -399 LMHS 0.75 0.30 12 ° x8" VAVR_ 8 400 -599 LMHS 0.75 0.30 12 "z10" VAVR_ 9 600 -849 LMHS 0J5 0.30 14 "x12 " -1/2" VAVR_ 10 85p -999 LMHS 0.75 0.30 14 "x12 " -1 /2" VAVR_ 12 1000 -1349 LMHS 0.75 0.30 i6 "x15" 'VAVR_ 14 1350- -1999 LMHS 0.75 0.30 20 "x17 ° -1/2" i6 200 D.75 0.30 24 "x18" VAVR,_ 22 2400 -48G0 LMHS 0.75 0.30 38 "x18" MECHANICAL SYMBOL LEGE ® Q RETURN AIR OR EXHAUST DUCT (CROSS SECTION) -i �F -- GAUGE COCK Q ROUND DUCT (CROSS SECTION) GAUGE WITH GAUGE COCK FLAT OVAL (CROSS SECTION) --�- FLOW CONTROLLER OR BALANCE VALVE RISE OR DROP IN ROUND OVAL DUCT � - H- - + - STRAINER 2a xia' ACCOUSTICAL LINING IN DUCT INSIDE CLEAR DIMENSION IN INCHES PRESSURE REDUCING VALVE - (PRV) TURNING VANES IN DUCT � -�- SAFETY OR RELIEF VALVE - - H.�. ; ACCESS DOOR FOR FIRE DAMPER -gyp BLIND FLANGE A,u, - -o -- SUPPLY AIR DIRECTION -�- GLOBE VALVE ^,-- -- RETURN AIR OR EXHAUST DIRECTION SOLENOID VALVE -�- SUPPLY --��� FLOOR DRAIN, FLOOR SINK OR ROOF DRAIN �-' RETURN AIR GRILLE -�- STEAM TRAP � '-' BRANCH DUCT TAKE -OFF -HwR- HOT WATER RETURN -cHws- CHILLED WATER SUPPLY PARALLEL BLADE DAMPER OPPOSED BLADE DAMPER -cHwR- CHILLED WATER RETURN r - -- 5 - - -- __L0_ DROP IN PIPE - - - -- DOMESTIC HOT WATER RECIRCULATING -}O RISE IN PIPE SOIL OR WASTE ---+ VALVE IN RISE - --- --- VENT UNION LOW PRESSURE STEAM -f�� -- -f- - 2 WAY CONTROL VALVE -,�- MEDIUM PRESSURE CONDENSATE 3 -�}- CONTROL VALVE (PLAN VIEW) -ao BLOW DOWN --ii?- CHECK VALVE - CA - COMPRESSED AIR BUTTERFLY VALVE F &T TRAP �- � B 0.5 80 0.70 8 8 - -- - -- - VAVR 111 4 50 120 120 3,000 0.5 180 0.70 B 8 - - -- - SEE SPECIFICATION SECTION 233616 VAVR -112 310 180 120 6,426 0 -5 180 0 70 6 6 r VAVR -113 250 165 120 5,928 0.5 180 0.70 6 6 z N VAVR -115 200 300 150 7,077 0.5 180 0.70 6 6 ° - - - - - -- - - - - - - -- - - -° VAVR 117 420 300 105 13,384 0.7 180 0.70 8 8 D RIPTION ^L _-_ -.._ - - -- - - - - - -- - - -__ - - -- -- -._ -- - -- r NEW CONNECTION CONCENTRIC REDUCER VAVR - 119 990 525 525 16,750 0.9 80 0.70 0 0 SUPPLY DUCT (CROSS SECTION) ECCENTRIC REDUCER VAVR -120 990 525 525 15,430 0.8 180 0,70 10 10 - -- - -- _ - - -- - - - - V VAVR -121 140 300 60 5,384 0.5 180 0.70 6 6 VAVR 124 420 300 105 13,384 0.7 180 0.70 8 8 \� VAVR 126 660 345 345 11 0.6 180 C 70 8 8 _ - - - - DUCT SIZE, INSIDE CLEAR DIMENSION IN INCHES THERMOMETER OR GAUGE WELL VAVR - 127 500 300 300 7,850 0.5 180 0.70 8 8 DUCT RISE THERMOMETER VAVR - 131 530 300 105 10,752 0.6 180 0.70 8 8 DROP OR RISE IN SUPPLY DUCT T PRESSURE /TEMPERATURE TEST PLUG (PETE'S PLUG) VAVR - 133 380 210 210 5,864 0.5 180 0.70 6 6 VAVR -134 290 150 150 4,460 0.5 180 0.70 6 6 - - - HAND CAMPER --� PIPE ANCHOR - - - - - - -- - - - - - -- VAVR - 135 120 300 60 6,878 0.5 180 0.70 6 6 COMBINATION SMOKE /FIRE DAMPER PIPE GUIDE VAVR -136 280 100 60 1,077 0.5 180 0.70 6 6 VAVR -137 400 300 105 13,384 0.7 180 0.70 8 8 stamps FACTORY MADE DUCT CONNECTION DRAIN VAVR -139 280 100 60 3,508 0.5 180 0.70 6 6 F peA FF 5 1 VAVR -140 730 330 300 1 0.6 180 0,70 8 8 - - - - - - - -- 4765 DIFFUSER VAVR -141 260 80 80 3,230 0.5 80 0.70 6 6 m VAVR 144 280 120 120 4,270 0.5 180 0 70 6 6 EXHAUST GRILLE DIRT LEG � 9 lt of °p _. -. _ EXHAUST VAVR - 145 460 170 105 6,080 0.5 180 0.70 8 8 SPIN - IN FITTING - Nws - HOT WATER SUPPLY VAVR -153 300 150 150 2,692 0.5 180 0.70 6 6 VAVR -155 250 135 120 4,832 0.5 180 0.70 6 6 - -- - - - - - T -- - - -- - _.. - - -- - - VAVR -156 280 300 120 8,921 0.5 180 0.70 6 6 THERMOSTAT COLD WATER VAVR -158 500 185 180 6,624 0.5 180 0.70 8 8 - - -- I-,---- - - - - -- . - , - _ - - - W w TEMPERATURE SENSOR DOMESTIC HOT WATER VAVR 161 380 ^00 60 2 0.5 180 0.70 6 6 uj VAVR -162 760 525 525 9,421 0.5 180 0.70 8 8 Z VAVR -169 380 100 60 077 0.5 180 0.70 6 6 ° VAVR -171 220 150 150 2,692 0.5 180 0.70 6 6 - - -- - -- - - - - -- - W --><I-- GATE VALVE MEDIUM PRESSURE STEAM VAVR 201 200 - 150 2,930 0.5 80 0.70 6 6 w o BALL VALVE LOW PRESSURE CONDENSATE - - - - - VAVR -203 250 135 120 4,826 0.5 80 0 70 6 6 ¢ - VAVR -204 300 175 120 6,262 0.5 180 0.70 6 6 WAY CONTROL VALVE - WATER MAIN - (OUTSIDE) n VAVR -206 470 195 120 7,028 0.5 180 0.70 8 8 w co 16 < x '�.. VAVR -208 450 155 05 5,480 0.5 180 0.70 8 8 VAVR 209 250 120 120 4,110 0.5 180 0.70 6 6 z PLUG VALVE INVERTED BUCKET TRAP VAVR -210 350 150 150 4,876 0.5 180 0.70 6 6 �- - - - - - - - ' - -- - - -- - - CAP m -- - U VAVR -211 350 150 150 5,255 0.5 80 0JO 6 6 VAVR -213 450 245 05 8,744 0.5 180 0.70 8 8 VAVR 214 { 1000 410 410 12,959 0.7 180 0 70 12 12 VAVR -215 750 410 410 12,556 0.7 180 0.70 8 8 - - - _. VAVR -217 550 305 105 11,000 0.6 180 0.70 8 8 H VAVR 225 S�5Q 305 105 11,004 0.6 180 0.70 8 8 C/) F W z i VAVR 227 � 750 3 375 13,734 0.7 180 0.70 8 8 O - -- 1 VAVR 228 0 375 375 11,374 0.6 180 0.70 8 8 a u G - -- - - - - - - VAVR -230 400 N A 0 N A N. A. N A N. A. 8 8 COOLING ONLY U' - VAVR -232 280 220 60 7,936 1 0.5 180 * 0,70 6 6 a V F VAVR -233 250 20 20 4,074 0.5 180 0.70 6 6 F VAVR -237 500 240 240 8,016 0.5 180 0.70 8 8 W O VAVR -238 450 155 105 5,620 0.5 i80 0.70 8 8 VAVR -240 430 195 120 7,000 0.5 180 0.70 8 - 8 - - - -- ---- -- - - - T- -- - -- -- - --- - -- - -- - - - -- - VAVR -242 250 175 120 6,262 0.5 180 0.70 6 6 VAVR -243 250 150 120 5,382 0.5 80 0.70 6 6 VAVR -245 200 150 150 3,462 0.5 180 0.70 6 6 VAVR -247 350 155 120 5,524 0.5 180 0.70 6 6 I VAVR -248A 250 00 60 2,803 0.5 180 0.70 6 6 o° VAVR -248B 250 100 60 2,803 0.5 180 0.70 6 6 VAVR -249 320 100 60 1,896 0.5 180 0.70 6 6 0 VAVR -250A 690 375 375 7,760 0.5 1 180 0.70 8 8 - 45 VAVR -2508 690 375 375 7 760 0.5 180 0.70 8 8 Project Number VAVR -252 200 00 150 3,602 0.5 180 0.70 6 6 Pi serer: --- - -- -- - --- - - - _ - - - VAVR -254 350 100 60 1,539 539 1 0.5 80 030 I 6 6 Properly Nurnher - 595 -9995 Sheet Title: MECHANICAL SCHEDULES AND SYMBOL LEGEND Sheet M603 VAVR SELECTION CHART KRUEGER CFM KRUf_GER SYMBOL OPERATING SYS?EM AIR PRESSURE COIL DROP W� 1 ROW D[MENSION REMARKS SIZE RANGE MODEL VAVR_ 6 10 -399 LMHS 0.75 0.30 12 ° x8" VAVR_ 8 400 -599 LMHS 0.75 0.30 12 "z10" VAVR_ 9 600 -849 LMHS 0J5 0.30 14 "x12 " -1/2" VAVR_ 10 85p -999 LMHS 0.75 0.30 14 "x12 " -1 /2" VAVR_ 12 1000 -1349 LMHS 0.75 0.30 i6 "x15" 'VAVR_ 14 1350- -1999 LMHS 0.75 0.30 20 "x17 ° -1/2" i6 200 D.75 0.30 24 "x18" VAVR,_ 22 2400 -48G0 LMHS 0.75 0.30 38 "x18" MECHANICAL SYMBOL LEGE ® Q RETURN AIR OR EXHAUST DUCT (CROSS SECTION) -i �F -- GAUGE COCK Q ROUND DUCT (CROSS SECTION) GAUGE WITH GAUGE COCK FLAT OVAL (CROSS SECTION) --�- FLOW CONTROLLER OR BALANCE VALVE RISE OR DROP IN ROUND OVAL DUCT � - H- - + - STRAINER 2a xia' ACCOUSTICAL LINING IN DUCT INSIDE CLEAR DIMENSION IN INCHES PRESSURE REDUCING VALVE - (PRV) TURNING VANES IN DUCT � -�- SAFETY OR RELIEF VALVE - - H.�. ; ACCESS DOOR FOR FIRE DAMPER -gyp BLIND FLANGE A,u, - -o -- SUPPLY AIR DIRECTION -�- GLOBE VALVE ^,-- -- RETURN AIR OR EXHAUST DIRECTION SOLENOID VALVE -�- SUPPLY --��� FLOOR DRAIN, FLOOR SINK OR ROOF DRAIN �-' RETURN AIR GRILLE -�- STEAM TRAP � '-' BRANCH DUCT TAKE -OFF -HwR- HOT WATER RETURN -cHws- CHILLED WATER SUPPLY PARALLEL BLADE DAMPER OPPOSED BLADE DAMPER -cHwR- CHILLED WATER RETURN r - -- 5 - - -- __L0_ DROP IN PIPE - - - -- DOMESTIC HOT WATER RECIRCULATING -}O RISE IN PIPE SOIL OR WASTE ---+ VALVE IN RISE - --- --- VENT UNION LOW PRESSURE STEAM -f�� -- -f- - 2 WAY CONTROL VALVE -,�- MEDIUM PRESSURE CONDENSATE 3 -�}- CONTROL VALVE (PLAN VIEW) -ao BLOW DOWN --ii?- CHECK VALVE - CA - COMPRESSED AIR BUTTERFLY VALVE F &T TRAP �- � B c g SHUT -OFF VAL (TYPICAL) — UNION, (TYPICAL) CV -Ci CONTROL VALVE P &T PLUG, (TYPICAL) MANUAL AIR VENT 75 GPM 75 GPM CC COOLING COIL 150 GPM AHU AIR HANDLING 1 UNIT s ---------- - - - -4" CHWR - - - - -- — ------- +--- --- ----------- - - - - 6' CHNIR----- - - - - -+ ------------------- - - - -6' CHWR------ + +-------------- - - - - -- } I I I I 4" CHWS 6" CHWS 6" CHWS I I I 1 I i t -2 -1/2 2 -1/2" 1- 2 -1/2" I I I I I I PRESSURE GAUGE, PRESSURE GAUGE, I PRESSURE GAUGE, 1 PRESSURE GAUGE, (YPI CAL � SHUT-OFF VALVE, (TYPICAL) SHUT -OFF VALVE, (TYPICAL) —� ( PICAL) SHUT -OFF VALVE, L ( TYPICAL) (TYPICAL) — V SET FOR - (TYPICAL) -- SET FOR L SET FOR SET FOR I 150 GPM ��40 GPM ��40 GPM 6, GPM I q. p. w \ -Y-STRAINER WITH REMOVABLE CAP THERMOMETER, (TYPICAL) 4" CIRCUIT BALANCING VALVE (TYPICAL) [DUCER (TYPICAL) `L-3 4" MANUAL DRAIN VALVE TH CAP AND HOSE CONNECTION, (TYPICAL) REDUCER, (TYPICAL) UNION, (TYPICAL) CV-C4 CONTROL VALVE i P &T PLUG, (TYPICAL) MANUAL AIR , // V . ,NT � 3 " WITH } Y VALVE T 40 GPM COOLING COIL 4 40 GPM AHU AIR HANDLING 4 UNIT CER -Y- STRAINER WITH REMOVABLE CAP THERMOMETER, (TYPICAL) 3 " CIRCUIT BALANCING VALVE (TYPICAL) MANUAL DRAIN VALVE (TYPICAL) UNION, (TYPICAL) �Y- STRAINER WITH {H U REMOVABLE CAP C a THERMOMETER, N.o. (TYPICAL) CV -C3 CONTROL VALVE----- � 3" UNION, (TYPICAL) CV-C2 CONTROL VALVE I Z -Y- STRAINER WITH REMOVABLE CAP THERMOMETER, (TYPICAL) 2-1/2" s� CIRCU VALVE (TY (TYPICAL) s0 VALVE T(TB B ALANCI NG (TYPICAL) I P &T PLUG, (TYPICAL) I P &T PLUG, (TYPICAL) I I MANUAL AIR VENT„ MANUAL AIR VENT 1 _ 2" WITH CAP ((1 2" BALL WITH CAP (1/2" BALL VALVE) (T Pc S 2 1 / AL)� 1 VALVE) (TYPICAL) 1 I PM /_-REDUCER 37 GPM (TYPICAL) REDUCER (TYPICAL) G � � � I i I 3 COOLING COIL ZC COOLING COIL I 40 GPM 37 GPM I AHU AIR HANDLI AHU AIR HANDLING 1 3 UNIT 3/4" MANUAL DRAIN VALVE O UNIT 3/4" MANUAL DRAIN VALVE I CONNECTION, A 4CNONNECTION, A I REDUCER, (TYPICAL) REDUCER, (TYPICAL) 1 I I TH� BALLL VENT I ;OLATION - � 1 \ 1 I UPPER FLOOR O AIR COOLED 1 WAFER CHILLER PAD R EINFORCED CONCRETE 3/4" CAPPED DRAIN BALL VALVE AIR VENT (TYPICAL) MINIMUM OF 3 GROOVED JOINT COUPLINGS FOR VIBRATION ISOLATION (TYPICAL) F THERMOMETER (TYPICAL) PRESSURE GAUGE (TYPICAL) 1I FLOOR PENETRATION, I WALL PENETRATION, � SEE DETAIL I I � SEE DETAIL 4 M503 M503 I j !, TYP. ) OWER FLOOR 6 "CHWS --q I - -- FLANGED } --- 6 "CHWR - N t6" CONNECTION SLOPE PIPING TO ALLOW FOR j - COMPLETE DRAINAGE BURIED (UNDERGROUND) CHWS AND CHWR CHILLED WATER ` CHW CHILLED WATER ^P) REMOVABLE CAPPED PUMP _ PUMP HOSE CONNECTION CHILLED WATER FLOW DIAGRAM SCALE: NONE I I - - - - - - PS I I i I I 1 ii PRV Y- STRAIN 3/4 " ? 3/4 TO GLYCOL MAKE -UP UNIT ON SHEET M605 3/4" RELIEF VALVE GAUGE 3/4" FROM GLYCOL MAKE -UP +�-I &- jUNIT, SEE HEATING WATER } FLOW DIAGRAM ON SHEET M605 HOUSEKEEPING PAD GENERAL NOTES 1. PROVIDE AND INSTALL 1/2" VALVED AIR VENTS AT ALL SYSTEMS HIGH POINTS AND 3/4" VALVED DRAINS WITH REMOVABLE CAPS WITH HOSE CONNECTION AT ALL SYSTEMS LOW POINTS. ROUTE DRAIN LINES TO NEAREST FLOOR DRAIN. 2. INSTALL ALL FLOOR MOUNTED EQUIPMENT ON HOUSE KEEPING PADS. SEE DETAIL 13/M502. INSTALL BASE MOUNTED PUMPS CHWP -1 AND 2 ON ONCRETE INERTIA BASES. INSTALLED ON TOP OF 4' CONCRETE HOUSE KEEPING PAD. 1 REFERENCE DRAWING MI FOR BUILDING AUTOMATION AND CONTROL WORK AND ADDITIONAL SENSOR LOCATIONS. COORDINATE SENSOR LOCATIONS WITH ELECTRICAL CONTRACTOR. 4. CONTROL VALVE PORTING IS DIAGRAMTIC. FIELD VERIFY ACTUAL PORTING OF TO BE INSTALLED CONTROL VALVE S) PRIOR TO INSTALLATION INSURING PROPER FLOW PATTER . a c �o cr �l v i 9j v G C �0 0 a� Stamps: e� g 4765 �q sqT� OF �OPg Hq 0 VE G 3 ��1 2ooL W w LLI F z en W U M Y MO U < U Q X M w 00 0 X w z o m H� O � o Ux c4 `� o x U F WO ! i ' o Project Number Plan Senes. Property Number 595 -9995 ShestTitle_ CHILLED WATER FLOW DIAGRAM !, Sheet M604 n AS IN LINE AIR +------ - - - - -- SEPARATOR - 3/4" HOSE CONNECTION I 4- ----- I - I I I I - CHWR- - - - - - - FOR INITIAL PIPE CLEANING I I I I I I I I I I I I i I I I I I I L3/4" HOSE CONNECTION I I I I I I I I I FOR INITIAL PIPE CLEANING I ( I 1 1 I I BUTTERFLY VALVE I I PUMP DISCHARGE # I SHUT -OFF (TYPICAL) CHECK VALVE (TYPICAL) - LBALANCING BUTTERFLY I i VALVE (TYPIC L) , I R 190 GPM _ I FLEXIBLE CONNECTOR SET FOR R 190 (TYPICAL) I I 7 PRESSURE BASE MOUNTED GAUGE PUMP, SEE DETAIL M503 (TYPICAL) CONCRETE INERTIA t3 TYP. BASE SEE DETAIL M502 _ - 3/4" TO 3/4" TO F.D.�DRAIN MECHANICAL ROOM FLOOR UPPER FLOOR O AIR COOLED 1 WAFER CHILLER PAD R EINFORCED CONCRETE 3/4" CAPPED DRAIN BALL VALVE AIR VENT (TYPICAL) MINIMUM OF 3 GROOVED JOINT COUPLINGS FOR VIBRATION ISOLATION (TYPICAL) F THERMOMETER (TYPICAL) PRESSURE GAUGE (TYPICAL) 1I FLOOR PENETRATION, I WALL PENETRATION, � SEE DETAIL I I � SEE DETAIL 4 M503 M503 I j !, TYP. ) OWER FLOOR 6 "CHWS --q I - -- FLANGED } --- 6 "CHWR - N t6" CONNECTION SLOPE PIPING TO ALLOW FOR j - COMPLETE DRAINAGE BURIED (UNDERGROUND) CHWS AND CHWR CHILLED WATER ` CHW CHILLED WATER ^P) REMOVABLE CAPPED PUMP _ PUMP HOSE CONNECTION CHILLED WATER FLOW DIAGRAM SCALE: NONE I I - - - - - - PS I I i I I 1 ii PRV Y- STRAIN 3/4 " ? 3/4 TO GLYCOL MAKE -UP UNIT ON SHEET M605 3/4" RELIEF VALVE GAUGE 3/4" FROM GLYCOL MAKE -UP +�-I &- jUNIT, SEE HEATING WATER } FLOW DIAGRAM ON SHEET M605 HOUSEKEEPING PAD GENERAL NOTES 1. PROVIDE AND INSTALL 1/2" VALVED AIR VENTS AT ALL SYSTEMS HIGH POINTS AND 3/4" VALVED DRAINS WITH REMOVABLE CAPS WITH HOSE CONNECTION AT ALL SYSTEMS LOW POINTS. ROUTE DRAIN LINES TO NEAREST FLOOR DRAIN. 2. INSTALL ALL FLOOR MOUNTED EQUIPMENT ON HOUSE KEEPING PADS. SEE DETAIL 13/M502. INSTALL BASE MOUNTED PUMPS CHWP -1 AND 2 ON ONCRETE INERTIA BASES. INSTALLED ON TOP OF 4' CONCRETE HOUSE KEEPING PAD. 1 REFERENCE DRAWING MI FOR BUILDING AUTOMATION AND CONTROL WORK AND ADDITIONAL SENSOR LOCATIONS. COORDINATE SENSOR LOCATIONS WITH ELECTRICAL CONTRACTOR. 4. CONTROL VALVE PORTING IS DIAGRAMTIC. FIELD VERIFY ACTUAL PORTING OF TO BE INSTALLED CONTROL VALVE S) PRIOR TO INSTALLATION INSURING PROPER FLOW PATTER . a c �o cr �l v i 9j v G C �0 0 a� Stamps: e� g 4765 �q sqT� OF �OPg Hq 0 VE G 3 ��1 2ooL W w LLI F z en W U M Y MO U < U Q X M w 00 0 X w z o m H� O � o Ux c4 `� o x U F WO ! i ' o Project Number Plan Senes. Property Number 595 -9995 ShestTitle_ CHILLED WATER FLOW DIAGRAM !, Sheet M604 P&T PLUG (TYPICAL ) CIRCUIT BALANCING VALVE (TYPICAL)- 1 - - - - - - - - - - - - - - - - - - - - - - ­4" HWR -------------------- - - - - -- - + --- ­4 SET FOR 17 140 GPM � 4 + 1 _ 4 D -- - - - - 3" HWR ----- +------------ - - - - -# SET FOR 140 GPM- 3 HWS 4" HWS HWR HWS �_3" HWR HWS K I T SHUT-OFF VALVE (TYP.) S B Cl BOILER I C - PC 1 70 GPM 1 CIRC I 0.0 GPM PUMP I PUMP I 1 3 HWR- + —3" HWS 3" HWR-q• 3" HWS G 14"0 FLUE SHUT-OFF 14"0 FLUE SHUT-OFF :Y- VALVE (TYP.) D' VALVE (TYP.) 12"0 - ASME 12"0 - ASME RELIEF VALVE RELIEF VALVE (TYPICAL)— (TYPICAL) IF FS I 4+ FLWC­O LWCO FLOW SWITCH 'A CUT O F F TYP (TYP.) R .......... MECHANIC LOW WA F, Yp GAS TRAIN OG� ROOM Fi, R TO DRAIN, REMOVABLE 2 CAPPED THREADED BOILER I rB-\ BOILER B c HOSE CONNECTION \_L/ I - HOUSEKEEPING PAD, SEE DETAIL 0 M502 T YP. 18 GPM U I H UNIT HEATER DRAIN VALVE AUTO AIR VENT WITH ATI BALL VALVE ISOLON i_F -jj- - - - - - 4" HWR ---------------------------------- -+-'+- - - - - - - - 4 HWR -- +- - -- AS _ �AIR SEPARATOR CV - --------------------------------- THERMOMETER 4 PS / ll�� 4" HWS- 9 � F (TYP.) _P&T PLUG (TYP.) 3/4'L 3/4'L - RELIEF VALVE (TYPICAL) P p RV - PRESSURE GAUGE (TYPICAL) A -STRAINER WITH CAP (TYPICAL) SEE PLUMBING PLANS THERMOMETER (TYPICAL) PRESSURE GAUGE (TYPICAL) HOUSEKEEPING SEE DETAIL / - 3j 4" HOSE CONNECTION R INITIAL PIPE CLEANING I y r 4f ' HOSE CONNECTION F MIR I NITIAL PIPE CLEANING SEE CHW FLOW DIAGRAM ON SHEET M604 FOR AIR VENT LINE FROM CONTINUATION.-—] CHW SYSTEM ON SHEET M604 RELIEF FROM CHW GLYCOL M ON FROM CHW SHEET SYSTEM MAKE-UP M604-_ SOLENOID -BUTTERFLY VALVE VALVE (TYPICAL)- RELIEF �-BALANCING BUTTERLTY 3/4- VALVE FLEXIBLE CONNECTION VALVE (TYP)- D ON SHEET CONNECTION (TYPICAL) 4 -------------------- PRESSURE 3/ 4T LOW WATER BASE MOUNTED 7 AUGE IL F � III LIMIT SHUT PUMP, SEE DE T A IL M503 TYPICAL DOWN PUMP TY ALARM SITE CONCRETE II �13 3 4" TO 3�4' TO REM GLASS-i r9ASE SEE DETAIL M502 UAIN DRAIN CAP THREADED HOSE CONNECTION /E TANK GMU GLYCOL HWP HEATING HwP P UMP 1 MAKE-UP UNIT 2 WATER PUMP 1 WATER P \_L/ �n �t GENERAL NOTES HEATING WATER FLOW DIAGRAM SCALE: NONE A. PROVIDE AND INSTALL 1/2" VALVED AIR VENTS AT ALL SYSTEMS HIGH POINTS AND 3/4" VALVED DRAINS WITH REMOVABLE CAPS WITH HOSE CONNECTION AT ALL SYSTEMS LOW POINTS. ROUTE DRAIN LINES TO NEAREST FLOOR DRAIN. B. INSTALL ALL FLOOR M , /UNTED EQUIPMENT ON HOUSE KEEPING PADS, 5 M502. HWP-1 AND HWP-2 TO BE T MOUNT TE INERTIA BASE. INSTALLED ON TOP OF 4" CONCRETE HOUSE KEEPING PAD. C. REFERENCE MI DRAWINGS FOR BUILDING AUTOMATION SYSTEM AND CONTROL WORK AND FOR ADDITIONAL SENSOR LOCATIONS, COORDINATE SENSOR LOCATIONS AND REQUIREMENTS WTIH ELECTRICAL CONTRACTOR. D. VALVE PORTING IS DiAGRAMTIC. FIELD VERIFY ACTUAL PORTING OF TO BE INSTALLED VALVE(S) PRIOR TO INSTALLATION INSURING PROPER FLOW PATTERN. -4Z T 4 Sta npe 47 65 F w F_ W Ji Lu F_ x F_ Z U) W 0 W < LLJ < ¢x � w 00 0 Lu Lu z D x 0 >_ 0 z 0 � f U � Project Number. Pl. n se bee operty umber 595-9995 Sheet Ti HEATING WATER FLOW DIAGRAM Sheet M605 CV CONTROL VALVEI SET FOR 43 GP 1-HWR PUMP DISCHARGE CHECK I VALVE, NON SLAM -d�2-SET ' MANUAL AIR VENT, TYPICAL. (1/2" BALL VALVE) A - - - - - - - - - - - - - - - - J _43 4' -0" MIN. �o 21.5 GPM n COIL L 00 CIRCULATING PUMP � 21 SET FOR GPM CV - H4 2" 21.5 GPM 2" I REDUCER (TYPICAL) SET FOR � 19 GPM ( � C V:-: �H 9', � HEATING COIL P&T PLUG (TYP.) 43 GPM I MANUAL DRAIN VALVE, TYP. AHU AIR HANDLING (3/4" BALL VALVE) .1� SET FOR 2" CIRCUIT BALANCING VALVE (TYPICAL)- 1 - - - - - - - - - - - - - - - - - - - - - - ­4" HWR -------------------- - - - - -- - + --- ­4 SET FOR 17 140 GPM � 4 + 1 _ 4 D -- - - - - 3" HWR ----- +------------ - - - - -# SET FOR 140 GPM- 3 HWS 4" HWS HWR HWS �_3" HWR HWS K I T SHUT-OFF VALVE (TYP.) S B Cl BOILER I C - PC 1 70 GPM 1 CIRC I 0.0 GPM PUMP I PUMP I 1 3 HWR- + —3" HWS 3" HWR-q• 3" HWS G 14"0 FLUE SHUT-OFF 14"0 FLUE SHUT-OFF :Y- VALVE (TYP.) D' VALVE (TYP.) 12"0 - ASME 12"0 - ASME RELIEF VALVE RELIEF VALVE (TYPICAL)— (TYPICAL) IF FS I 4+ FLWC­O LWCO FLOW SWITCH 'A CUT O F F TYP (TYP.) R .......... MECHANIC LOW WA F, Yp GAS TRAIN OG� ROOM Fi, R TO DRAIN, REMOVABLE 2 CAPPED THREADED BOILER I rB-\ BOILER B c HOSE CONNECTION \_L/ I - HOUSEKEEPING PAD, SEE DETAIL 0 M502 T YP. 18 GPM U I H UNIT HEATER DRAIN VALVE AUTO AIR VENT WITH ATI BALL VALVE ISOLON i_F -jj- - - - - - 4" HWR ---------------------------------- -+-'+- - - - - - - - 4 HWR -- +- - -- AS _ �AIR SEPARATOR CV - --------------------------------- THERMOMETER 4 PS / ll�� 4" HWS- 9 � F (TYP.) _P&T PLUG (TYP.) 3/4'L 3/4'L - RELIEF VALVE (TYPICAL) P p RV - PRESSURE GAUGE (TYPICAL) A -STRAINER WITH CAP (TYPICAL) SEE PLUMBING PLANS THERMOMETER (TYPICAL) PRESSURE GAUGE (TYPICAL) HOUSEKEEPING SEE DETAIL / - 3j 4" HOSE CONNECTION R INITIAL PIPE CLEANING I y r 4f ' HOSE CONNECTION F MIR I NITIAL PIPE CLEANING SEE CHW FLOW DIAGRAM ON SHEET M604 FOR AIR VENT LINE FROM CONTINUATION.-—] CHW SYSTEM ON SHEET M604 RELIEF FROM CHW GLYCOL M ON FROM CHW SHEET SYSTEM MAKE-UP M604-_ SOLENOID -BUTTERFLY VALVE VALVE (TYPICAL)- RELIEF �-BALANCING BUTTERLTY 3/4- VALVE FLEXIBLE CONNECTION VALVE (TYP)- D ON SHEET CONNECTION (TYPICAL) 4 -------------------- PRESSURE 3/ 4T LOW WATER BASE MOUNTED 7 AUGE IL F � III LIMIT SHUT PUMP, SEE DE T A IL M503 TYPICAL DOWN PUMP TY ALARM SITE CONCRETE II �13 3 4" TO 3�4' TO REM GLASS-i r9ASE SEE DETAIL M502 UAIN DRAIN CAP THREADED HOSE CONNECTION /E TANK GMU GLYCOL HWP HEATING HwP P UMP 1 MAKE-UP UNIT 2 WATER PUMP 1 WATER P \_L/ �n �t GENERAL NOTES HEATING WATER FLOW DIAGRAM SCALE: NONE A. PROVIDE AND INSTALL 1/2" VALVED AIR VENTS AT ALL SYSTEMS HIGH POINTS AND 3/4" VALVED DRAINS WITH REMOVABLE CAPS WITH HOSE CONNECTION AT ALL SYSTEMS LOW POINTS. ROUTE DRAIN LINES TO NEAREST FLOOR DRAIN. B. INSTALL ALL FLOOR M , /UNTED EQUIPMENT ON HOUSE KEEPING PADS, 5 M502. HWP-1 AND HWP-2 TO BE T MOUNT TE INERTIA BASE. INSTALLED ON TOP OF 4" CONCRETE HOUSE KEEPING PAD. C. REFERENCE MI DRAWINGS FOR BUILDING AUTOMATION SYSTEM AND CONTROL WORK AND FOR ADDITIONAL SENSOR LOCATIONS, COORDINATE SENSOR LOCATIONS AND REQUIREMENTS WTIH ELECTRICAL CONTRACTOR. D. VALVE PORTING IS DiAGRAMTIC. FIELD VERIFY ACTUAL PORTING OF TO BE INSTALLED VALVE(S) PRIOR TO INSTALLATION INSURING PROPER FLOW PATTERN. -4Z T 4 Sta npe 47 65 F w F_ W Ji Lu F_ x F_ Z U) W 0 W < LLJ < ¢x � w 00 0 Lu Lu z D x 0 >_ 0 z 0 � f U � Project Number. Pl. n se bee operty umber 595-9995 Sheet Ti HEATING WATER FLOW DIAGRAM Sheet M605 T 3" 1 -0— .0 VAV TERMINAL BOX HW COILS 3" HWS ------------- - --- ---------- - - - -- r- - - - - - - - - - 3" HWR ---- - ---------- * ---------- - - - - 3" HWR--------II I f A - - - - - - - - - - - - - - - - 3" HWS 3" HWS —SET FOR 43 GPM THERM OMETER I � 21 SET FOR GPM CV - H4 2" I SET FOR � 21 GPM 1 2"_ rEHI SET FOR � 19 GPM ( � C V:-: �H (TYPIC SET FOR 2" SET FOR 11 2 .1� SET FOR 2" 21 GPM 21 GPM_ 2" 9 GPM 2" PRESSURE GAUGE 1: 2 LSHUT-OFF VALVE (TYPICAL) LY STRAINER TYPICAL, WITH I I -2" VALVED HOSE CONNECTION 1 2 k- 2" WITH CAP. I I RCUIT BALANCING VALVE YPICAL) I 21 GPM 21 GPM �J.,j I 4 1- F 19 7GPM CONTROL VALVE F_�EED N (TYPICAL) f t - - - - - -- /HC \ HEATING COIL \!J 21 HC HEATING COIL 0 2 HEATING COIL GPM 21 GPM 19 GPM ++ 5 AHU AIR HANDLING AHU AIR HANDLING cf3u AHU AIR HANDLING 2 UNIT �n AQUASTAT 4 UNIT UNIT — SET FOR I CIRCUIT BALANCING VALVE (TYPICAL)- 1 - - - - - - - - - - - - - - - - - - - - - - ­4" HWR -------------------- - - - - -- - + --- ­4 SET FOR 17 140 GPM � 4 + 1 _ 4 D -- - - - - 3" HWR ----- +------------ - - - - -# SET FOR 140 GPM- 3 HWS 4" HWS HWR HWS �_3" HWR HWS K I T SHUT-OFF VALVE (TYP.) S B Cl BOILER I C - PC 1 70 GPM 1 CIRC I 0.0 GPM PUMP I PUMP I 1 3 HWR- + —3" HWS 3" HWR-q• 3" HWS G 14"0 FLUE SHUT-OFF 14"0 FLUE SHUT-OFF :Y- VALVE (TYP.) D' VALVE (TYP.) 12"0 - ASME 12"0 - ASME RELIEF VALVE RELIEF VALVE (TYPICAL)— (TYPICAL) IF FS I 4+ FLWC­O LWCO FLOW SWITCH 'A CUT O F F TYP (TYP.) R .......... MECHANIC LOW WA F, Yp GAS TRAIN OG� ROOM Fi, R TO DRAIN, REMOVABLE 2 CAPPED THREADED BOILER I rB-\ BOILER B c HOSE CONNECTION \_L/ I - HOUSEKEEPING PAD, SEE DETAIL 0 M502 T YP. 18 GPM U I H UNIT HEATER DRAIN VALVE AUTO AIR VENT WITH ATI BALL VALVE ISOLON i_F -jj- - - - - - 4" HWR ---------------------------------- -+-'+- - - - - - - - 4 HWR -- +- - -- AS _ �AIR SEPARATOR CV - --------------------------------- THERMOMETER 4 PS / ll�� 4" HWS- 9 � F (TYP.) _P&T PLUG (TYP.) 3/4'L 3/4'L - RELIEF VALVE (TYPICAL) P p RV - PRESSURE GAUGE (TYPICAL) A -STRAINER WITH CAP (TYPICAL) SEE PLUMBING PLANS THERMOMETER (TYPICAL) PRESSURE GAUGE (TYPICAL) HOUSEKEEPING SEE DETAIL / - 3j 4" HOSE CONNECTION R INITIAL PIPE CLEANING I y r 4f ' HOSE CONNECTION F MIR I NITIAL PIPE CLEANING SEE CHW FLOW DIAGRAM ON SHEET M604 FOR AIR VENT LINE FROM CONTINUATION.-—] CHW SYSTEM ON SHEET M604 RELIEF FROM CHW GLYCOL M ON FROM CHW SHEET SYSTEM MAKE-UP M604-_ SOLENOID -BUTTERFLY VALVE VALVE (TYPICAL)- RELIEF �-BALANCING BUTTERLTY 3/4- VALVE FLEXIBLE CONNECTION VALVE (TYP)- D ON SHEET CONNECTION (TYPICAL) 4 -------------------- PRESSURE 3/ 4T LOW WATER BASE MOUNTED 7 AUGE IL F � III LIMIT SHUT PUMP, SEE DE T A IL M503 TYPICAL DOWN PUMP TY ALARM SITE CONCRETE II �13 3 4" TO 3�4' TO REM GLASS-i r9ASE SEE DETAIL M502 UAIN DRAIN CAP THREADED HOSE CONNECTION /E TANK GMU GLYCOL HWP HEATING HwP P UMP 1 MAKE-UP UNIT 2 WATER PUMP 1 WATER P \_L/ �n �t GENERAL NOTES HEATING WATER FLOW DIAGRAM SCALE: NONE A. PROVIDE AND INSTALL 1/2" VALVED AIR VENTS AT ALL SYSTEMS HIGH POINTS AND 3/4" VALVED DRAINS WITH REMOVABLE CAPS WITH HOSE CONNECTION AT ALL SYSTEMS LOW POINTS. ROUTE DRAIN LINES TO NEAREST FLOOR DRAIN. B. INSTALL ALL FLOOR M , /UNTED EQUIPMENT ON HOUSE KEEPING PADS, 5 M502. HWP-1 AND HWP-2 TO BE T MOUNT TE INERTIA BASE. INSTALLED ON TOP OF 4" CONCRETE HOUSE KEEPING PAD. C. REFERENCE MI DRAWINGS FOR BUILDING AUTOMATION SYSTEM AND CONTROL WORK AND FOR ADDITIONAL SENSOR LOCATIONS, COORDINATE SENSOR LOCATIONS AND REQUIREMENTS WTIH ELECTRICAL CONTRACTOR. D. VALVE PORTING IS DiAGRAMTIC. FIELD VERIFY ACTUAL PORTING OF TO BE INSTALLED VALVE(S) PRIOR TO INSTALLATION INSURING PROPER FLOW PATTERN. -4Z T 4 Sta npe 47 65 F w F_ W Ji Lu F_ x F_ Z U) W 0 W < LLJ < ¢x � w 00 0 Lu Lu z D x 0 >_ 0 z 0 � f U � Project Number. Pl. n se bee operty umber 595-9995 Sheet Ti HEATING WATER FLOW DIAGRAM Sheet M605 Stamps' 4765 l 9r F OF � Rq p �E�G L.L W w F Z W O a U �M W 0 C O w E ?� �d +' ul 00 0 tr w 0 } o m E a b d G U 3 O LOWER FLOOR CONTROL PLAN N SCALE: 1/8 " =1' -0" 10 5 0 10 20 8.3 GENERAL NOTES 1 SEE DRAWING M1601 FOR MECHANICAL ENCLOSURE PLAN. 10 11 DRAWING NOTES O ATC AND LOW VOLTAGE TRANSFORMER HIGH ON WALL IN ROOM OR ABOVE DOOR. O DUCT STATIC PRESSURE SENSOR. �3 OUTSIDE AIR STATIC PRESSURE SENSOR. ® OUTSIDE AIR TEMPERATURE SENSOR. OS LOW VOLTAGE TRANSFORMER HIGH ON WALL IN ROOM OR ABOVE DOOR. C] �C 4 c� va C E O � � o U xy d s x a IL vc/}"' E~ h � a c!� w Wo o Project Number. Plan Series. Property Numoer 595 - 9995 Sheet Title'. LOWER FLOOR CONTROL PLAN Sheet. M 110 1 003- 00 2 02 OFFICE 4. ijo 4- EJ: 2 D6D qo �VA I : \206 — Q oaEV V 1 i �Oc. ROOM VAV I To VAVR I 20 A � 1 OL F 21-4 VAV VAV 209 5 10 C 0 V-AV� — A V� V V \?14J RGOM ROOM 1A \L AVR \201A OFFICE N�V \Ll 7A SO 0 M i EWIr 2=1 -- ----- F _254 o 765 OF UJ ui Z W w 0 a 0 M Z: . < W U) Er D co ¢x � LLJ 00 0 LLI Of Of 0 pq C 2 U WO 7i Project Number. Plan So,,- Property Jurr� 595-9995 Sheet Title UPPER FLOOR CONTROL PLAN Sheet M1102 - * 7 c� Qq ; cz st,irnps 1 Ci 4765 W Lu Lu Lu Z W 0 0 .0 (D Z) < m x Ld CID o of Lu Lu Of Of 0 co t Q�Gmu GLYCOL Mp SENSOR C HIL L E D L O MOTORIZED S W IL P 1 MAKEUP UNIT I V 4 �:TER PUMP DAMPER I F� VENTILATION HW CHILLED FAN WATER PUMP 70 08 803 MECHANICAL ACCESS CONTROL PLAN SCALE: 1/8 "= 1 ;' -0" '-0" 10 5 0 10 20 1 1 1 mmmr I I I I S 1 0 , DRAWING NOTES 0 SENSORS IN TRUSS /OVERBUILD SPACE. Q UNIT HEATERS IN TRUSS/OVERBUILD SPACE, F- , z 0 L U r Wo o P,ql—t Number Plan Serie Property Number 595-9995 Sheet Title MECHANICAL ACCESS CONTROL PLAN Sheet M1103 - TRANSFORMER, QCAN':I`Y E F 1 . AS REOU',RED SURE ON /OFF SJPRESSOR SWITCH H - @ 24VAC 1 POWFR 20/60/1 REF. DIV. 26 G 24VAC OUTLET 24VAC 24VAC TO CONTROLLERS AND DEVICES (TYPICAL) TYPICAL LOW VOLTAGE TRANSFORMER PANEL - LVTP SCALE: NONE MI60i D V4�' 1- C - CHILLER r x/ '.,.. r T _ _ G5 -DI - ALARM ENABLE /DISABLE MECHANICAL ENCLOSURE CONTROL PLAN iN SCALE; 1/4' =1' -0 5 0 10 VAVR HW COIL VALVE SCHEDULE _ SYMBOL GPM ! CIRCULATING FLUID 35% PROP, GLYCOL TYPE '', T DIFF. PRESS. PSI DUTY HONEYWELL MODEL WIT A CTUAT OR VAVR -101 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATINGt 3 VAVR HW COIL - VB2 VAVR -102 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -103 0.5 j BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 VAVR -104 0.5 -, BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V62 VAVR -105 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 VAVR -106 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -108 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -111 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -112 0.5 BLDG HEATING WATER ELECTRIC 2 W AY MODULATING 3 VAVR HW COIL VB2 - - -- VAVR -113 0.5 -- BLDG HEATING WATER -- ELECTRIC 3 -WAY MODULATING - I 3 -- -- VAVR HW COIL VB3 VAVR -115 0,5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -117 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING T 3 VAVR HW COIL VB2 VAVR -119 0.9 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING j 3 VAVR HW COIL VB2 VAVR -120 0.8 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 VAVR -121 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 VAVR -124 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -126 0.6 BLDG HEATING WATER ELECTRIC 3 -WAY MODULATING 3 VAVR HW COIL VB3 VAVR -127 0.5 SLOG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -131 VAVR -133 0.6 0.5 BLDG HEATING WATER BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING ELECTRIC 2 -WAY MODULATING 3 3 VAVR HW COIL VAVR HW COIL VB2 VB2 VAVR -134 VAVR -135 0.5 0.5 BLDG HEATING WATER BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING ELECTRIC 2-WAY MODULATING 1 3 3 VAVR HW COIL VAVR HW COIL VS2 V62 VAVR -136 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 VAVR -137 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 VAVR -139 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -140 0.6 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVRA41 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -144 0.5 BLDG HEATING WATER ELECTRIC 3 -WAY MODULATING 3 VAVR HW COIL VB3 VAVR -145 VAVR -153 0.5 0.5 BLDG HEATING WATER BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING ELECTRIC 2 -WAY MODULATING 3 -. 3 - VAVR HW COIL VAVR HW COIL VB2 VB2 VAVR -155 VAVR -156 0.5 0.5 BLDG HEATING WATER BLDG HEATING WATER ELECTRIC 3 -WAY MODULATING ELECTRIC 2 -WAY MODULATING j 3 3 VAVR HW COIL VAVR HW COIL VB3 VB2 VAVR -158 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -161 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 1_- 3 VAVR HW COIL V82 - VAVR -162 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VE12 VAVR -169 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -171 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 _ CV H15 3.8 HEATING WATER 35% PROP GLYCOL ELECTRIC 2-WAY TWO POSITIONS 3 UNIT HEATER UHS 2.2 VAVR -201 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -203 0.5 BLDG HEATING WATER ELECTRIC 3-WAY MODULATING 3 VAVR HW COIL VB3 VAVR -204 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -206 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -208 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -209 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -210 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -211 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 VAVR -213 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -214 07 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -215 0.6 BLDG HEATING WATER ELECTRIC 3 -WAY MODULATING 3 VAVR HW COIL V63 VAVR -217 0.6 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 VAVR -225 0.6 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -227 0.7 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V92 VAVR -228 0.6 BLDG HEATING WATER ELECTRIC 3 -WAY MODULATING 3 VAVR HW COIL V83 VAVR -232 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -233 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -237 0.5 . BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -238 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR-240 G HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -242 0.5 BLDG HEATING WATER ELECTRIC 3 -WAY MODULATING j 3 VAVR HW COIL VB3 VAVR -243 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR445 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 VAVR -247 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING _ _ 3 VAVR HW COIL V82 VAVR -248A 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -2488 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -249 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -250A 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL V82 VAVR -250B 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 VAVR -252 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VS2 VAVR -254 0.5 BLDG HEATING WATER ELECTRIC 2 -WAY MODULATING 3 VAVR HW COIL VB2 CONT ROL VALVE SCHEDULE SYMBOL -r GPM CIRCULATING FLUID TYPE DIFF. PRESS. PSI DUTY CV HONEYWELL MODEL CONTROL VALVE ACTUATOR__ ANALOG OUTPUT DI DIGITA INPUT u0 C -Ci \_ i5p CHILLED WATER 35% PROP. GLYCOL - ELECTRIC 3-WAY MODULATING 3 CC4 87.7 VGF3IEM ML7421 �CV -C2 " CHILLED WATER 35% PROP GLYCOL ELECTRIC SWAY MODULATING 3 CC -2 21.6 V5013N ML7421 CV-C3 40 CHILLED WATER 35 %PROP.GLYCOL ELECTRIC3-WAYMODULATING 3 CC -3 23.4 V5013N ML7421 ^ CE C� ( CV -C4 � 40 40 CHILLED WATER PROP. GLYCOL ELECTRIC 3-WAY MODULATING 3 CG 23.4 V5013N ML7421 M MOTO 35 °S DIFFER ENTIAL FILTER GAUGE 6 FLOAT SWITCH H� HUMIDITY SEN O HUMIDITY SENSOR OR S TAT p� V5013N ML7421 CV -Ht 43 HEATING WATER PROP. ELECTRIC &WAY MODULATING 3 HC 4 251 CV H2 19 35/ GLYCOL HEATING WATER 35/ PROP GLYCOL ELECTRIC 3-W AY MODULATING 3 1 HC -2 11.1 V5013N ML7421 LV P- HEATING WATER 3 HC-3 12.3 V5013N ML7421 CV -H3 1 21 35% PROP. GLYCOL ELECTRIC 3-WAY MODULATING C CV H+1 - 21 HEATING WATER W/% PROP, GLYCOL ELECTRIC SWAY MODULATING 3 HC4 123 V5013N ML7421 CV H5 _ 140 HEATING WATER ER ELECTRIC 3-WAY MODULATING 3 HC4 81.9 VGF31EM ML7421 411 PROP. GLYCOL ACV T 4 HEATING WATER ELECTRIC2-WAYMODULATING 3 CABINET 23 VEI XXXPOA X S7505A08 M 20 -H6� 35,'o PROP_ GLYCOL �- HEATER CH -1 CV -H7 3 HEATING WATER 35 -A PROP. GLYCOL ELECTRIC 2 -WAY MODULATING 3 H CABINET EATER CH -2 - 1.8 VB2XXXXPOA M57505A2008 CV -HB ) 3 HEATING WATER ELECTRIC 2 -WAY MODULATING 3 CABINET 1.B VBa XXXPOA MS750SA2008 35% PROP GLYCOL HEATER CHI � _ 4 HEATING WATER ELECTRIC 2 -WAY MODULATING ''. 3 CABINET 2.3 VB2XXXXPOA MS7505AWW 35A PROP, GLYCOL HEATER CH-0 _ ACV -Ht0 - 3 HEATING WATER 35% PROP. GLYCOL ELECTRIC 2 -WAY MODULATING 3 CABINET HEATER CH-6 1,8 VBZXXXXPOA MS750SA2008 CV -Hti� 3.8 HEATING WATER ELECTRIC 2-WAY TWO POSITIONSI, I 3 (UNIT HEATER UM -1 2.2 VB2XXXXPOA MS8110A10082- POSITION -- (�Cy H91J - j 3.8 35°/ PROP. GLYCOL HEATING WATER 35, PR OP. GLYCO - -� -� -�- ELECTRIC 2 WAY TWO POSITIONS 3 UNIT HEATER UH -2 1 22 - f VB2%X %XPCA - MS8110A10082- POSITION -\ WATER UNIT HEATER /-'- ACV H13 3.8 HEATING T 35,, PR OP. GLYCOL ELECTRIC 2 -W AY TWO POSITIONS 3 UH3 22 VB2XXXXPOA MSBt10A10082- POSITION / Hi4 3.0 HEATING WATER ELECTRIC 2 -WAY TWO POSITIONS', 3 UNIT HEATER 2.2 VB2XXXXPOA MS8110AI0082- POSITION --^� 35% PROP. GLYCOL UH-0 -- _ CV H15 3.8 HEATING WATER 35% PROP GLYCOL ELECTRIC 2-WAY TWO POSITIONS 3 UNIT HEATER UHS 2.2 VB2%XXXPOA M58110A100 2- POSITION 3.8 1 HEATING WATER ELECTRIC 2-WAY TWO POSITIONS.. 3 UNIT HEATER 22 VB2XXXXPOA M 3110A10082- POSITION 35% PROP. GLYCOL UHE _J -- C CV -H7�i 3,8 HEATING WATER ELECTRIC 2 -WAY TWO POSITIONS 3 UNIT HEATER 22 VB2XXXXPOA MS.II0A10082- P0SITI0N 35% PROP. GLYCOL UH -7 I� I ( GENERAL NOTES I CONTROLLERS SHALL BE WIZL' (COLOR CODED) TO 1E TFRMINAL STRIP BY THE CONTROL MANUFACTURER. COMPLETE WIRING IS TO BE INCLUDED IN THE CONTRACT. ALL WIRING TO BE COLOR CODED, CO -OR CODING TO BE DETERMINED BY �CNTROL PANEL MANJ A IRER. 2 RUN AL. FIELD WIRING LDCAiIE_ WITH -h PANELS IN WIRE CONDUIT SUCH AS PANLU 3. ONLY 24 V POWER TO BE WITHIN CONTPOI PANEL. MOUNT TRANSFORMERS ­OR 120 V/24V POWER IN A LOW VOLTAGE TRANSFORMER PANEL ADJACENT/ NEAR TO CONTROL PANEL BOX. 4. POINTS FROM A PARTICULAR SYSTEM SHALL BE GR IE} .FOGETHER 5. ALL FIELD WIRING TO THE TERMINAL STRIPS WI HIN THE CONTROL PANELS SHALL BE INSTAL ED AND 1ERVINATED 9Y CIV. 25 6, COLOR CODING OF FIELD WIRING SHALL MATCH COLOR CODING OF PANEL (CONTROLLER) WIRING. Z ALL FIELD WIRING FROM CONTROL PANELS, FROM LVTP PANELS, ETC. TO RELAY PANELS, OTHER CONTROLLERS, CONTROL DEVICES , ETC. IS THE RESPONSIBILITY OF DIVISION 25, 8. ALL FIELD WIRING SHALL BE INSTALLED IN CONDUIT, FURNISH REQUIRED NUMBER OF CONDUCTORS 1 0 ALL DEVICES. 9. FOLLOW AND COMPLY WITH CONTROL MANUFACTURER'S REQUIREMENTS FOR FIELD WIRING TYPES AND SIZES. z< - -- rr " r� ZZ 0 T Stamps 4765 Fq� 0 VE�G 3 c��-✓• 200 W W LU LU Z LL] 0 O U I H " co W c Q > Q L� Q d r = � Q <m 00 'O j W O M � U W F w z G � d o C7 a o U "J o x U d U F E~ WC 4 O Z _ p �4 O U v O m r� G P gect Number PIan SEr es . P perty Number 595 -9995 Sheet Title MECHANICAL CONTROLS Sheet M 1601 SYMBOL LEGEND SYMBOL DESCRIPTION Al ANALOG INPUT AO ANALOG OUTPUT DI DIGITA INPUT u0 DIGITAL OUTPUT oOR M JUNCTION BOX OR S SE NSOR ® RELAY cig- STARTER OR HAND -OFF -AUTO SWITCH s FLOW SWITCH (� PRESSOR SENSOR /SWI PILOT LIGHT on OR: AD /// DAMPER ACTUATOR 9 OR CONTROL VALVE OR SOLENOID SD DUCT SMOKE DETECTOR M MOTO DIFFER ENTIAL FILTER GAUGE 6 FLOAT SWITCH H� HUMIDITY SEN O HUMIDITY SENSOR OR S TAT p� CONTROL VALVE OR SOLENOID H 0. A. HAND / OFF / AUTO _ DUCT SMOK DE D . P. DIFFERENTIAL PRESSURE CT CURRENT TRANSDUCER CONDUiT WITH WIPING LV P- LOW VOLTAGE T RANSFORMER PANEL Q CONTACTOR ) ATC PANEL NUMBER INPUT OR OUTPUT TYPE POINT NUMBER OI -AI -1 BUILDING AUTOMATION POINT CALLOUT (ANALOG /DIGITAL, INPUT /OUTPUT) z< - -- rr " r� ZZ 0 T Stamps 4765 Fq� 0 VE�G 3 c��-✓• 200 W W LU LU Z LL] 0 O U I H " co W c Q > Q L� Q d r = � Q <m 00 'O j W O M � U W F w z G � d o C7 a o U "J o x U d U F E~ WC 4 O Z _ p �4 O U v O m r� G P gect Number PIan SEr es . P perty Number 595 -9995 Sheet Title MECHANICAL CONTROLS Sheet M 1601 z OUTLET TRANSFORMER­T F , SURGE I- CIRCUIT 'SUPPRESSOR / BREAKER 120V/24V PANEL DIVIDER AS REQUIRED BY CODE- 10 120/60/1 H POWER N REF. DIV, 26 E- -BUS IN ) MAIN COMMUNICATION E -BUS IN LOOP TO ADDTIONAI CUT � PANELS AND E-BUS OUT) CONTROLLERS. DO-1 COM (T 00-2 00-3 DO-4 DO-5 DO--6 DO-7 DO-8 AO -1 AO-2 AO-3 SYMBOL DESCRIPTION 2 0 24 VAC-COM PART NUMBER DDC- com (TYP.) — — 3 GNO TRANSFORMER DI-2 — — A01 CO 21 SPS _8/5 COM 0 22 • DI-3 — — • LOW A02 23 RPTR TERMINAL STRIP • 8 LON2 EOL • 1 7OFFMAN 1 S1 ZED FOR APPLICATION A03 0 24 I 01-4 TERMINAL I SPACE TEMPERATURE SENSOR HONEYWELL 1 T7770C1044 E I ETHERNET CABLE (PLENUM RATED) Com o 25 STRIP • TO ADDITIONAL -ISOLATED POWER — • Ul-I • CONTROLLER DII :0: 26 • • IN PANEL 9 o DOI D12 oE 7 REQUIRED UI-2 • COM 0 28 • • 10 D02 LATC 013 �Z 29 U1_3 • 11 0 DO -COM • DL4 0 30 UJ-4 • • 2 CO D03 22VDC 0 3 • • 3 co 004 _11 0 32 • UI--5 • 4 g 00-COM COM 0 33 • • 5 CO D05 U12 ZO I UI-6 • U13 15 • • 6 CO D06 • 'OM g 11 • 7 00-COM • U14 ZO 11 • • 18 D07 U15 0 38 • • 19 DOB COM g 39 • TERMINAL 20 o 00-COM U16 :0: 40 TERMINAL STRIP STRIP LENGTH AS LENGTH AS REQUIRED DDC CONTROLLER QUANTITY AS REQUIRED REQUIRED L ATC PANEL 120/60/1 H POWER N REF. DIV, 26 E- -BUS IN ) MAIN COMMUNICATION E -BUS IN LOOP TO ADDTIONAI CUT � PANELS AND E-BUS OUT) CONTROLLERS. DO-1 COM (T 00-2 00-3 DO-4 DO-5 DO--6 DO-7 DO-8 AO -1 AO-2 AO-3 SYMBOL DESCRIPTION MANUFACTURER PART NUMBER DDC- DIRECT DIGITAL CONTROLLER HONEYWELL PUL6438 TRANSFORMER HONEYWELL AT1751`1023 BM CIRCUIT BREAKER SPS _8/5 OUTLET PANDUIT 15STDR2Y VAVR- SURGE SUPPRESSER EFI 16DTI 20 RPTR TERMINAL STRIP WEILAND 57,504.XXXX EOL ENCLOSURE 1 7OFFMAN 1 S1 ZED FOR APPLICATION I i I I TYPICAL ATC PANEL WITH PUL6438 DETA )0 SCALE: NONE -- — — — — — — — — — — — — — OUTLET TRANSFORMER, SURGE CIRCUIT 'SUPPRESSOR /' BREAKER 120/60/1 H POWER N REF. DIV, 26 120V/24V PANEL DIVIDER I AS REQUIRED BY CODE M , — 0 RJ45 ETHERNET — �CONNECTIO JACE 2 EARTH 1 11 1 10 GROUND ETHERNET TO SWITCH • 10-16 1 • • INPUT/OUTPUT • • MODULES 10-16 • (4 MAX.) OR • • COMBINATION • • 10-34 OF (2 MAX.) • • 10-16 PLUS • SYMBOL • MANUFACTURER PART NUMBER DDC- DIRECT DIGITAL CONTROLLER HONEYWELL WEB JACE 2AX WITH 10 MODULE 1-10-34 OR • AT175F1023 BM • SPS 18/5 OUTLET PANDULT 5 STDR2Y VAVR- 1-10-34 AS • 16DTI 20 RPTR TERMINAL STRIP WEILAND 57.504,XXXX A EOL ENCLOSURE FMAN 1 SIZED FOR APPLICATION REQUIRED N ETWORK 7 LON N ABLE (PLEMIUM RATED) H H ELL I AK3797 (I PAIR), AK3799 (2 PAIR) TERMINAL I SPACE TEMPERATURE SENSOR HONEYWELL 1 T7770C1044 E I ETHERNET CABLE (PLENUM RATED) TERMINAL I CAT 5e STRIP -ISOLATED POWER STRIP LENGTH AS MODULE AS REQUIRED LENGTH AS REQUIRED DO FOR LACE 2 AND 10 IN 10-34. REQUIRED BUILT ON LATC PANEL SYMBOL DESCRIPTION MANUFACTURER PART NUMBER DDC- DIRECT DIGITAL CONTROLLER HONEYWELL WEB JACE 2AX WITH 10 MODULE TRANSFORMER HONEYWELL AT175F1023 BM CIRCUIT BREAKER SPS 18/5 OUTLET PANDULT 5 STDR2Y VAVR- SURGE SUPPRESSER EFI 16DTI 20 RPTR TERMINAL STRIP WEILAND 57.504,XXXX A EOL ENCLOSURE FMAN 1 SIZED FOR APPLICATION CBL N ETWORK 7 LON N ABLE (PLEMIUM RATED) H H ELL I AK3797 (I PAIR), AK3799 (2 PAIR) TYPICAL ATC PANEL WITH JACE 2 WITH 10 QETAILr � SCALE: NONE 120 VAC UPS �7_ ._ .._.._.._.._. .._.. 1 BY DIVIsic 26 EOL VVI, dj_LLL E E E E E EL P ETHERNET CABLE E NOT -0 EXCEED 120 VAC I 120 VAC 120 VAC -120 VAC 1 120 VAC CRT PC i 300 LOCATE IN SOUND BY DIVISION 26 BY DIVISION 26 BY DIVISION 26 BY DIVISION 26 BY DIVIS01 26 ROOM, 254 ATC ATC AIC ATC I ATC 7 ovR_ VAVR- PANEI_ 4 PANEL 5 PANEL 2 PANEL 3 H, 4 250A 250B A P AHU-3 BLDG. MGR (8m) MECHANICAL ACCESS ,TYPICAL 24 VAC 24VAC FOR VAVR TYPICAL EBUS COMMUNICATION TYPICAL TO ROOM SENSOR TYPICAL FOR VAVR- R- S FOR VAVR S VAVR-240,227,215,206 CBL - n � V _ VAV VAVR I I - VAVR- 11! 1 1 V A VR - VAVR- R- AR- V� 2 � VAVR- H,! 3� 7 H"­ 248A 247 249H ' 2 ' 52 V � 23 4 228 230 2 233 238 237 2 24� 243 245 254 VAVR- A AV VAVR- VA AVR AVR AVR AVR- VAVR- AVR- AVR VAVR VAVR AVR- 227 V 225-H V R - H 2 v, H V 213 - Hv21, - H V 210 - H V 2., 209 V 206 V 20 - H - H 201-H V2 48B vR LO �R� �T)R SOUND EQUIPMENT N EQUIPMENT ROOM #254 24 VAC -TYPICAL TYPICAL FOR VAVR EBUS COMMUNICATION FOR VAVR--,,, S S TO ROOM SENSOR TYPICAL VAVR - 140,126,111,158 CBL R VAVR- VAVR - PANEL -6 , VAvR- VAVR WR_ VAVR- VA 34 V_R 3 R ATC V VR- - VAV- vAVK_ V VR- 13 1 I �I_ H 11 7 14, 136 133 1 15 137 141 1 144 r 145 139 F7 162 F VAVP- VAVR- VAVR- VAVR- VAVR- VAVR- VAVR VAVR AT' VAVR VAVP­ VAVR- VAVR- VAVR- AVR- 124 120 1 121 169 119 117 PANEL- 115 - HiT 1 13 112 108 V 105 126 � � H H H H H - H - H-1 H H P CBL VAVR- ) VAVR ' " ' L 1 V AVR - VAVR VAVR- VAVR- _JVAVR IAN VAVR VAVR VAVR VA EOL 1 n5� 155 j 158 4 U�j �jlj �j� _LOwEp_ FLOOR NOTE: LON-BUS MUST BE RUN IN A DAISY CHAIN CONFIGURATION. NO T-TAPS, OR OTHER CONFIGURATIONS ACCEPTED, SYMBOL POINT DESCRIPTION MANUFACTURER PART NUMBER PC WORKSTATION (DESKTOP ) DELL KEYBOARD, MS MOUSE, LCD MONITOR, WITH MS XP PROFESSIONAL BLDG MANAGER HONEYWELL WEB403-EXP-AX BM WEB USER HONEYWELL UI-SP-4XX WEBPRO CONFIG TOOL HONEYWELL WEB-Ax-EMB VAVR- VAVR BOX CONTROLLER HONEYWELL PVL6436A RPTR LON REPEATER HONEYWELL FR-20 EOL E O F LINE RESISTOR H 209541B CBL N ETWORK 7 LON N ABLE (PLEMIUM RATED) H H ELL I AK3797 (I PAIR), AK3799 (2 PAIR) T I SPACE TEMPERATURE SENSOR HONEYWELL 1 T7770C1044 E I ETHERNET CABLE (PLENUM RATED) BELDON I CAT 5e z L( CONTROL SYSTEM ARCHITECTURE DIAGRAM SCALE: NONE j O 4 765 qRy 3 w4 0 W LIj w Z cf) W R " ULI C) W 0 > _ Of cr <x 00 z z a 0 z o U 2 a_ U C:n Wo z ii P,q,,,d NL.b., Plan Series. P—rtyll 595-999� Sh-t T, 1e MECHANICAL CONTROLS Sheet M 1602 CV -H11 UH 05 -DO -7 /� 1 UH 03 -DO_ CV - H14 �� CV -H12 UH 03 --8 / 2 DO n j CV -H16 6H� CV -Hi3 UH 03 -DO -9 3 CV H17 UH 04 -DO -12 7 r CV -H15 UH 04 -DO -10 5 -- 120 VOLT SEE DIVISION 26 POINT DESCRIPTION UH-2 03 -DI -10 SPACE TEMPERATURE SENSOR UI -2 SETPOINT ADJUST 0 * -DI_ * UH -3 03-DI-11 UI -5 LI -6 DISCHARGE AIR TEMP. SENSOR M M UH -4 03 -DI -12 DI -1 BYPASS DI -2 M DI -3 O O UH -5 04 -DI -11 O O O O i O.L. BY LED UH-6@4-DI-12 O O AO -3 O O DIV, 26 UH , UNIT HEATER UH -7 04 -DI -13 DO -1 24 VAC -C CONTROLLER FROM M5-D 24 VAC -C Ff R 24 VAC -C FROM R CONTROLLER 24 VAC -C FROM R CONTROLLER UH -1 03 -DO -11 03 -DO -12 UH -3 DO -5 03 -DO -13 UH -4 S 05 -AI -7 SPACE UH -1 S 03 -AI -9 SPACE UH -3 SPACE S 03 -AI -10 UH -4 TEMPERATURE TEMPERATURE TEMPERATURE 24 VAC -C FRO M R CONTROLLER 24 VAC -C FROM CONTROLLER 24 VAC -C R FROM CONTROLLER R 04 -DO -13 04 -CO -14 04 -DO -15 UH -5 UH -6 UH -7 & 04 -AI -8 0__04-AI -9 0_04-AI-10 SPACE 1 UH -5 SPACE 1 UH -6 SPACE ! UH -7 � TEMPERATURE - TEMPERATURE TEMPERATURE - UNIT HEATER CONTROL DIAGRAM Q -, TYPICAL OF UH -2, UH -3, UH - -4, UH -5, UH -6 AND UH -7 J 1 DAMPER ACTUATOR FURNISHED WITH CONTROLLER WITH BUILT -IN WIRING CONTROL — FACTORY WIRING 24VAC FROM TRANSFORMER PANEL E -BUS AK3797, AK3799 CABLE PNEUMATIC TUBING TO CONTROLLER— AIR FLOW SENSOR T -IN WITH AIRFLOW SENSOR �P PICKUP VAVR TERMINAL UNIT HEATING COIL DISCHARGE AIR i DISCHARGE AIR /-1 TEMPERATURE I I CONTROL VALVE L 2 OR 3 WAY - - HWR FOR SENSOR LOCATIONS AND TYPE SEE FLOOR S PLANS. SEE NOTE #1 BELOW VAVR BOX CONTROL CONTROLLER POINT TYPE POINT DESCRIPTION UI -1 SPACE TEMPERATURE SENSOR UI -2 SETPOINT ADJUST UI -3 UI -4 UI -5 LI -6 DISCHARGE AIR TEMP. SENSOR M M M r DI -1 BYPASS DI -2 ( C ) l O DI -3 O O DI - -4 O O O O O O AC) -i LED AO -2 O O AO -3 O O O) O O O DO -1 HEATING VALVE OPEN 00-2 HEATING VALVE CLOSED DO -3 DAMPER CW DO -4 DAMPER CCW DO -5 SCALE: NONE SEE VAVR BOX SCHEDULE FOR NUMBER OF M 603 VAVR AND VAV BOXES NOTE: VAV -230 SIMILAR EXCEPT WITHOUT HEATING WATER COIL AND CONTROL VALVE DS- N � O ( O O O EARTH GROUND TO OTHER CONTROLLERS O 0 0 0 0 0 0 0 0 00 0 0 0 � O O O O O O O O O O O O m o N v n o � ro rn o - r N PROVIDE E -BUS TO ALL ROOM SENSORS SERVING BOX CONTROLLERS: FOR VAVR -111, 126, 140, 158, 206, 215, 227 AND 240 OPEN I COM I CLOSE CONTROL VBN- VALVE WITH ACTUATOR DISCHARGE AIR TEMPERATURE SENSOR C -VAVR CONTROLLER NOTES ON POWER WIRING TO VAVR CON SYMBOL DESCRIPTION MANUFACTURER PART NUMBER S -1 SPACE TEMPERATURE SENSOR HONEYWELL T7770C1044 DS- DISCHARGE AIR TEMPERATURE SENSOR HONEYWELL C'C041B2OO5 VBN- CONTROL VALVE WITH ACTUATOR HONEYWELL VBNXXXXPOA, MN6105AI011 SEE CONTROL VALVE SCHEDULE F- AIR FLOW SENSOR - FURNISHED WITH VAVR TERMINAL BOX C -VAVR VAVR, TERMINAL BOX CONTROLLER HONEYWELL PVL6436A WITH BUILT -IN DAMPER ACTUATOR VAVR BOX CONTROLLER 2 SCALE. NONE NOTE VAV -230 GIMILAR EXCEPT WITHOUT HEATING WATER M1603 J A. ALL FIELD WIRING MUST BE IN CONDUIT AND CONFORM TO LOCAL CODES AND ORDINANCES, B. TO MAINTAIN NEC CLASS 2 AND UL RATINGS, THE INSTALLATION MUST USE TRANSFORMERS OF 100 VA OR LESS CAPACITY. C. FOR MULTIPLE CONTROLLERS OPERATING FROM A SINGLE TRANSFORMER, THE SAME SIDE OF THE TRANSFORMER SECONDARY MUST BE CONNECTED TO THE SAME INPUT TERMINAL IN EACH CONTROLLER AND THE GROUND TERMINALS (3 ON THE W7751H) MUST BE CONNEC -_D TO A VERIFIED EARTH GROUND FOR EACH CONTROLLER IN THE GROUP. D. ALL OUTPUT DEVICES MUST BE POWERED FROM THE SAME TRANSFORMER AS THE ONE POWERING THE W7751 VAN CONTROLLER, E. USE THE HEAVIEST GAUGE WIRE AVAILABLE, UP TO 14 AWC WITH A MINIMUM OF 18 AWG FOR ALL POWER AND EARTH GROUND CONNECTIONS. F. TO MINIMIZE EMI NOISE, DO NOT RUN TRIAC OUTPUT WIRES IN THE SAME CONDUIT AS THE INPUT WIRES OR THE E -BUS COMMUNICATIONS LOOP. G. UNSWITCHED 24 VAC POWER WIRING CAN BE RUN IN THE SAME CONDUIT AS THE E -BUS CABLE. H. MAKE EARTH GROUND CONNECTIONS WITH THE SHORTEST POSSIBLE WIRE RUN USING 14 AWG WIRE. A GOOD EARTH GROUNS IS ESSENTIAL FOR W7751 OPERATION. IDEALLY, CONNECT THE EARTH GROUND TO THE GROUND BUS AT A MOTOR CONTROL CENTER OR CIRCUIT BREAKER PANEL. p 'b 0 ti c a; �d =' o b r a b N C } 4 S amps 4765 Rq p VEG W W LU F Z rn LlJ � W �o Y °_ <C >e = cI ¢ZD ¢M * 1 c u W O LU i Z 0 o M U W F w z o � Q � a o x a F F � WO 0 z 0 ' o 0 K g Project Numberr Plan Series. Property Number. 595 -9995 Sheet Title MECHANICAL CONTROLS Sheet. M1603 N N aI m vt Z mlm Z `n otI OJ N M (n - N OU N N cn p �m N x v,0 M M M M M r �Q M C o � I N Z C= O ( C ) l O O O N � O ( O O O EARTH GROUND TO OTHER CONTROLLERS O 0 0 0 0 0 0 0 0 00 0 0 0 � O O O O O O O O O O O O m o N v n o � ro rn o - r N PROVIDE E -BUS TO ALL ROOM SENSORS SERVING BOX CONTROLLERS: FOR VAVR -111, 126, 140, 158, 206, 215, 227 AND 240 OPEN I COM I CLOSE CONTROL VBN- VALVE WITH ACTUATOR DISCHARGE AIR TEMPERATURE SENSOR C -VAVR CONTROLLER NOTES ON POWER WIRING TO VAVR CON SYMBOL DESCRIPTION MANUFACTURER PART NUMBER S -1 SPACE TEMPERATURE SENSOR HONEYWELL T7770C1044 DS- DISCHARGE AIR TEMPERATURE SENSOR HONEYWELL C'C041B2OO5 VBN- CONTROL VALVE WITH ACTUATOR HONEYWELL VBNXXXXPOA, MN6105AI011 SEE CONTROL VALVE SCHEDULE F- AIR FLOW SENSOR - FURNISHED WITH VAVR TERMINAL BOX C -VAVR VAVR, TERMINAL BOX CONTROLLER HONEYWELL PVL6436A WITH BUILT -IN DAMPER ACTUATOR VAVR BOX CONTROLLER 2 SCALE. NONE NOTE VAV -230 GIMILAR EXCEPT WITHOUT HEATING WATER M1603 J A. ALL FIELD WIRING MUST BE IN CONDUIT AND CONFORM TO LOCAL CODES AND ORDINANCES, B. TO MAINTAIN NEC CLASS 2 AND UL RATINGS, THE INSTALLATION MUST USE TRANSFORMERS OF 100 VA OR LESS CAPACITY. C. FOR MULTIPLE CONTROLLERS OPERATING FROM A SINGLE TRANSFORMER, THE SAME SIDE OF THE TRANSFORMER SECONDARY MUST BE CONNECTED TO THE SAME INPUT TERMINAL IN EACH CONTROLLER AND THE GROUND TERMINALS (3 ON THE W7751H) MUST BE CONNEC -_D TO A VERIFIED EARTH GROUND FOR EACH CONTROLLER IN THE GROUP. D. ALL OUTPUT DEVICES MUST BE POWERED FROM THE SAME TRANSFORMER AS THE ONE POWERING THE W7751 VAN CONTROLLER, E. USE THE HEAVIEST GAUGE WIRE AVAILABLE, UP TO 14 AWC WITH A MINIMUM OF 18 AWG FOR ALL POWER AND EARTH GROUND CONNECTIONS. F. TO MINIMIZE EMI NOISE, DO NOT RUN TRIAC OUTPUT WIRES IN THE SAME CONDUIT AS THE INPUT WIRES OR THE E -BUS COMMUNICATIONS LOOP. G. UNSWITCHED 24 VAC POWER WIRING CAN BE RUN IN THE SAME CONDUIT AS THE E -BUS CABLE. H. MAKE EARTH GROUND CONNECTIONS WITH THE SHORTEST POSSIBLE WIRE RUN USING 14 AWG WIRE. A GOOD EARTH GROUNS IS ESSENTIAL FOR W7751 OPERATION. IDEALLY, CONNECT THE EARTH GROUND TO THE GROUND BUS AT A MOTOR CONTROL CENTER OR CIRCUIT BREAKER PANEL. p 'b 0 ti c a; �d =' o b r a b N C } 4 S amps 4765 Rq p VEG W W LU F Z rn LlJ � W �o Y °_ <C >e = cI ¢ZD ¢M * 1 c u W O LU i Z 0 o M U W F w z o � Q � a o x a F F � WO 0 z 0 ' o 0 K g Project Numberr Plan Series. Property Number. 595 -9995 Sheet Title MECHANICAL CONTROLS Sheet. M1603 N N N N N N N N N M M M M M M M M M M M M r r'J M M C C ( C ) l O O O O O O O O O O O O c c c ) > O O O O O O O O) O O O O O O O O O O O O ( O O O EARTH GROUND TO OTHER CONTROLLERS O 0 0 0 0 0 0 0 0 00 0 0 0 � O O O O O O O O O O O O m o N v n o � ro rn o - r N PROVIDE E -BUS TO ALL ROOM SENSORS SERVING BOX CONTROLLERS: FOR VAVR -111, 126, 140, 158, 206, 215, 227 AND 240 OPEN I COM I CLOSE CONTROL VBN- VALVE WITH ACTUATOR DISCHARGE AIR TEMPERATURE SENSOR C -VAVR CONTROLLER NOTES ON POWER WIRING TO VAVR CON SYMBOL DESCRIPTION MANUFACTURER PART NUMBER S -1 SPACE TEMPERATURE SENSOR HONEYWELL T7770C1044 DS- DISCHARGE AIR TEMPERATURE SENSOR HONEYWELL C'C041B2OO5 VBN- CONTROL VALVE WITH ACTUATOR HONEYWELL VBNXXXXPOA, MN6105AI011 SEE CONTROL VALVE SCHEDULE F- AIR FLOW SENSOR - FURNISHED WITH VAVR TERMINAL BOX C -VAVR VAVR, TERMINAL BOX CONTROLLER HONEYWELL PVL6436A WITH BUILT -IN DAMPER ACTUATOR VAVR BOX CONTROLLER 2 SCALE. NONE NOTE VAV -230 GIMILAR EXCEPT WITHOUT HEATING WATER M1603 J A. ALL FIELD WIRING MUST BE IN CONDUIT AND CONFORM TO LOCAL CODES AND ORDINANCES, B. TO MAINTAIN NEC CLASS 2 AND UL RATINGS, THE INSTALLATION MUST USE TRANSFORMERS OF 100 VA OR LESS CAPACITY. C. FOR MULTIPLE CONTROLLERS OPERATING FROM A SINGLE TRANSFORMER, THE SAME SIDE OF THE TRANSFORMER SECONDARY MUST BE CONNECTED TO THE SAME INPUT TERMINAL IN EACH CONTROLLER AND THE GROUND TERMINALS (3 ON THE W7751H) MUST BE CONNEC -_D TO A VERIFIED EARTH GROUND FOR EACH CONTROLLER IN THE GROUP. D. ALL OUTPUT DEVICES MUST BE POWERED FROM THE SAME TRANSFORMER AS THE ONE POWERING THE W7751 VAN CONTROLLER, E. USE THE HEAVIEST GAUGE WIRE AVAILABLE, UP TO 14 AWC WITH A MINIMUM OF 18 AWG FOR ALL POWER AND EARTH GROUND CONNECTIONS. F. TO MINIMIZE EMI NOISE, DO NOT RUN TRIAC OUTPUT WIRES IN THE SAME CONDUIT AS THE INPUT WIRES OR THE E -BUS COMMUNICATIONS LOOP. G. UNSWITCHED 24 VAC POWER WIRING CAN BE RUN IN THE SAME CONDUIT AS THE E -BUS CABLE. H. MAKE EARTH GROUND CONNECTIONS WITH THE SHORTEST POSSIBLE WIRE RUN USING 14 AWG WIRE. A GOOD EARTH GROUNS IS ESSENTIAL FOR W7751 OPERATION. IDEALLY, CONNECT THE EARTH GROUND TO THE GROUND BUS AT A MOTOR CONTROL CENTER OR CIRCUIT BREAKER PANEL. p 'b 0 ti c a; �d =' o b r a b N C } 4 S amps 4765 Rq p VEG W W LU F Z rn LlJ � W �o Y °_ <C >e = cI ¢ZD ¢M * 1 c u W O LU i Z 0 o M U W F w z o � Q � a o x a F F � WO 0 z 0 ' o 0 K g Project Numberr Plan Series. Property Number. 595 -9995 Sheet Title MECHANICAL CONTROLS Sheet. M1603 PROVIDE E -BUS TO ALL ROOM SENSORS SERVING BOX CONTROLLERS: FOR VAVR -111, 126, 140, 158, 206, 215, 227 AND 240 OPEN I COM I CLOSE CONTROL VBN- VALVE WITH ACTUATOR DISCHARGE AIR TEMPERATURE SENSOR C -VAVR CONTROLLER NOTES ON POWER WIRING TO VAVR CON SYMBOL DESCRIPTION MANUFACTURER PART NUMBER S -1 SPACE TEMPERATURE SENSOR HONEYWELL T7770C1044 DS- DISCHARGE AIR TEMPERATURE SENSOR HONEYWELL C'C041B2OO5 VBN- CONTROL VALVE WITH ACTUATOR HONEYWELL VBNXXXXPOA, MN6105AI011 SEE CONTROL VALVE SCHEDULE F- AIR FLOW SENSOR - FURNISHED WITH VAVR TERMINAL BOX C -VAVR VAVR, TERMINAL BOX CONTROLLER HONEYWELL PVL6436A WITH BUILT -IN DAMPER ACTUATOR VAVR BOX CONTROLLER 2 SCALE. NONE NOTE VAV -230 GIMILAR EXCEPT WITHOUT HEATING WATER M1603 J A. ALL FIELD WIRING MUST BE IN CONDUIT AND CONFORM TO LOCAL CODES AND ORDINANCES, B. TO MAINTAIN NEC CLASS 2 AND UL RATINGS, THE INSTALLATION MUST USE TRANSFORMERS OF 100 VA OR LESS CAPACITY. C. FOR MULTIPLE CONTROLLERS OPERATING FROM A SINGLE TRANSFORMER, THE SAME SIDE OF THE TRANSFORMER SECONDARY MUST BE CONNECTED TO THE SAME INPUT TERMINAL IN EACH CONTROLLER AND THE GROUND TERMINALS (3 ON THE W7751H) MUST BE CONNEC -_D TO A VERIFIED EARTH GROUND FOR EACH CONTROLLER IN THE GROUP. D. ALL OUTPUT DEVICES MUST BE POWERED FROM THE SAME TRANSFORMER AS THE ONE POWERING THE W7751 VAN CONTROLLER, E. USE THE HEAVIEST GAUGE WIRE AVAILABLE, UP TO 14 AWC WITH A MINIMUM OF 18 AWG FOR ALL POWER AND EARTH GROUND CONNECTIONS. F. TO MINIMIZE EMI NOISE, DO NOT RUN TRIAC OUTPUT WIRES IN THE SAME CONDUIT AS THE INPUT WIRES OR THE E -BUS COMMUNICATIONS LOOP. G. UNSWITCHED 24 VAC POWER WIRING CAN BE RUN IN THE SAME CONDUIT AS THE E -BUS CABLE. H. MAKE EARTH GROUND CONNECTIONS WITH THE SHORTEST POSSIBLE WIRE RUN USING 14 AWG WIRE. A GOOD EARTH GROUNS IS ESSENTIAL FOR W7751 OPERATION. IDEALLY, CONNECT THE EARTH GROUND TO THE GROUND BUS AT A MOTOR CONTROL CENTER OR CIRCUIT BREAKER PANEL. p 'b 0 ti c a; �d =' o b r a b N C } 4 S amps 4765 Rq p VEG W W LU F Z rn LlJ � W �o Y °_ <C >e = cI ¢ZD ¢M * 1 c u W O LU i Z 0 o M U W F w z o � Q � a o x a F F � WO 0 z 0 ' o 0 K g Project Numberr Plan Series. Property Number. 595 -9995 Sheet Title MECHANICAL CONTROLS Sheet. M1603 VAVR BOX CONTROLLER 2 SCALE. NONE NOTE VAV -230 GIMILAR EXCEPT WITHOUT HEATING WATER M1603 J A. ALL FIELD WIRING MUST BE IN CONDUIT AND CONFORM TO LOCAL CODES AND ORDINANCES, B. TO MAINTAIN NEC CLASS 2 AND UL RATINGS, THE INSTALLATION MUST USE TRANSFORMERS OF 100 VA OR LESS CAPACITY. C. FOR MULTIPLE CONTROLLERS OPERATING FROM A SINGLE TRANSFORMER, THE SAME SIDE OF THE TRANSFORMER SECONDARY MUST BE CONNECTED TO THE SAME INPUT TERMINAL IN EACH CONTROLLER AND THE GROUND TERMINALS (3 ON THE W7751H) MUST BE CONNEC -_D TO A VERIFIED EARTH GROUND FOR EACH CONTROLLER IN THE GROUP. D. ALL OUTPUT DEVICES MUST BE POWERED FROM THE SAME TRANSFORMER AS THE ONE POWERING THE W7751 VAN CONTROLLER, E. USE THE HEAVIEST GAUGE WIRE AVAILABLE, UP TO 14 AWC WITH A MINIMUM OF 18 AWG FOR ALL POWER AND EARTH GROUND CONNECTIONS. F. TO MINIMIZE EMI NOISE, DO NOT RUN TRIAC OUTPUT WIRES IN THE SAME CONDUIT AS THE INPUT WIRES OR THE E -BUS COMMUNICATIONS LOOP. G. UNSWITCHED 24 VAC POWER WIRING CAN BE RUN IN THE SAME CONDUIT AS THE E -BUS CABLE. H. MAKE EARTH GROUND CONNECTIONS WITH THE SHORTEST POSSIBLE WIRE RUN USING 14 AWG WIRE. A GOOD EARTH GROUNS IS ESSENTIAL FOR W7751 OPERATION. IDEALLY, CONNECT THE EARTH GROUND TO THE GROUND BUS AT A MOTOR CONTROL CENTER OR CIRCUIT BREAKER PANEL. p 'b 0 ti c a; �d =' o b r a b N C } 4 S amps 4765 Rq p VEG W W LU F Z rn LlJ � W �o Y °_ <C >e = cI ¢ZD ¢M * 1 c u W O LU i Z 0 o M U W F w z o � Q � a o x a F F � WO 0 z 0 ' o 0 K g Project Numberr Plan Series. Property Number. 595 -9995 Sheet Title MECHANICAL CONTROLS Sheet. M1603 s 4 t DIGITAL CONTROLLERS NTITY AS REQUIRED LL IN ATC PANEL 01 DRAWING 3/M1602 1 1 1 1 1 1 1 1 1 01 AI -11 ) DP `� `� ✓) 1 SUPPLY AIR r "\ 01 -AI -12 J`J�� 1 SUPPLY AIR DUCT STATIC PRESSURE INSIDE t r DPOl-Al-13 UTSIDE INSIDE 01 -AI -14 ) OUTSIDE BUILDING STATI PRESSURE 01 AO-1 /( ( OI -AI -7 C. N -C, S CHWR N J V J � I CHWS -- j I 1 RHDS -1 24� 1g I )TO 01 -Di -3 r RHDS -2 DUCT SMOKE 01 -DI -4 DETECTOR 01 -AI- 5 (TYPICAL) HDS S SD F I N C SUPPLY AIR D SUPPLY AIR �a i SUPPLY AIR FAN 01 -DI -6 SD SOUND TRAP SD SOUND TRAP COOLING COIL -------- - - - - -- I I I C ) COIL CIRC TO SAFETIES RELAY 01-DI-4 I I I I 01 -.41 -2 i 01 -AI -1 I DI 01 - -AI -3 HI rfFzl - 1 e I !I Di -AI -6 HC HEATING COIL FS FILTER SECTION — CONTROL C 01 -AO -2 VALVE N.O. it N. C. i1 HWS I —24 VAC RETURN AIR OUTSIDE RETURN AIR RAD AIR DAMPER V C 01 -AO -4 S o1 -AO -5 � -DWYER FILTER v GAUGE \ 01 -DI -2 OAD OUTSIDE AIR DAMPER R RLDS -1 2) � TO Ot-DI-3 � � RLDSS2 a C �O ^r 4� Stahtpe �0 FF DUCT SMOKE DETECTOR s q QUANTITY AS REQUIRED" -� FREEZESTAT — FIRE ALARM FROM BUILDING FIRE ALARM 4765 PANEL BASED ON SIGNAL FROM DUCT F LOW DUCT STATIC (RLDS -1) SMOKE DETECTORS SERVING THE AIR�FOF ° ��� HIGH DUCT STATIC (RHDS -1) HANDLING SYSTEM AND BU I LD ING ZONE 94 Ry p vE SMOKE DETECTORS. �— - SR TO VFD -1 TO VFD -6 / /` r- - 24 VAC - - - - - -- J �� �( i R I N ATC SR1 -1 SRI-3 24VAC SAFETIES CIRCUIT L - - - - PANEL TO VFD -5 TO VFD -7 L IN ATC i LI J w Ji R1-2 SR 4 PANEL Z W LLI U fr H� Y LIJ S = C7 rr^^ VJ <X FE M 2 L11 OQ o w 0 O M ATC PANEL SEPARATE FROM CP PILOT LIGHT - CONTROLLERS AND CONTACTORS COIL CIRC PUMP ----- - - - - -- {{{ BY DIVISION �S JJ✓ J" R 1 T RILIE1 AIR FAN RZF RELIEF AIR FAN R A F RELIEF AIR FAN 20/60/1 -H POWER SD DM 01 -AO -11 S p DM 01 -AO -10 SD DM Ot -AO -9 S 60001V - -H 0• H CT 01 -DI -7 r. HAND -OFF -AUTO 24VAC -C C IN ATC PANEL FACE FROM CONTROLLER 01 -DO -2 MD MOTORIZED MO MU TORIZED MD MOTORI ED COIL CIRCULATING PUMP 3 RELIEF AIR 2 RELIEF AIR RELIEF AIR DAMPER DAMPE DAMPER 24 VAC - 24 VAC - 24 VAC -C 24 VAC -C FROM CONTROLLER FROM CONTROLLER FROM CONTROLLER FROM CONTROLLER STARTfSTOP START STOP �Z_ START /STOP CONTACT ACT ! - ^' CONTACT T P OWER VFD VFD BYPASS EXTERNAL 01 -AI -iO ^1, CONTACT CONT POWER VFD VFD BYPASS EXTERNAL 01 -AI -9 ^ 1 POWER VFD VFD BYPASS EXTERNAL O1 -AI -8 , POWER VFD FD BYPASS EXTERNAL 01 -AI - )i -DO -5 R - ON ENABLE FAULT ON FAULT VFD FEED BACK ) 01 -DO -4 R ON ENABLE FAULT ON FAULT VFD FEED BACK J O1 -DO -3 R ON ENABLE FAULT ON FAULT 01 -DO -1 R - ON ENABLE FAULT ON FAULT VFD FEED BACK J VFD FEED BACK ®� ©� ® ©� �n O1-AO -8 ® © ® © ® 01 -AO -7 ® © ® © ® O1 -AO -6 ® © ® ( ® 01 -AO -3 SAFETY SAFETY SAFETY SAFETY RELAY SPEED RELAY SPEED RELAY SPEED RELAY SPEED HAND HAND HAND RAND SRi -1 SRi -1 SR1 -1 SR1 -1 OFF OFF OFF OFF I NTERLOCK AUTO R Oi -DI -10 INTERLOCK AUTO R O1 -DI -9 INTERLOCK AUTO R 01 -DI -8 INTERLOCK AUTO R 01 -DI -1 RELAYS R CONTACT CLOSURE RELAYS R N CONTACT CLOSURE RELAYS R CONTACT CLOSURE RELAYS R N CONTACT CLOSURE DISCONNECT VFD VFD ALARM DISCONNECT VFD VFD ALARM DISCONNECT VFD VFD ALARM DISCONNECT VFD VFD ALARM BYPASS ❑ ❑ ❑ BYPASS ❑ ❑ p BYPASS ❑ p ❑ BYPASS p p p 208/60/3 I ❑ ❑ ❑ 208/60/3 ❑ ❑ ❑ 208 60 3 ❑ ❑ ❑ 208/60/3 p p p TOWER POWER POWER POWER Q SEE DIV. 26 SEE DIV. 26 SEE DIV. 26 SEE DIV. 26 REIEF R3F R RLIEAN R 2 F A R FAN RAF A R FAN S t AIR FAN LY VFD -7 VFD -6 VFD -5 VFD -I AIR HANDLING SYSTEM 1 CONTROL DIAGRAM SCALE: NONE MI604 F O o U x o x a d U CIJ H F � a W O Project Number Plan Senes - - Property Number'. 595 -9995 Sheet Title: MECHANICAL CONTROLS Sheet: M1604 DDC CONTROLLER 01 CONTROLLER TYPE. HONEYWELL WEB DACE 2AX WITH 10 MODULES LOCATIONS FAN ROOM 301 NOTE: POINT DESCRIPTION S SEE FLOW DIAGRAMS ON 1 PART NUMBER DRAWINGS M1608 & MI609 NUTS FOR ADDITIONAL DETAI a C �O ^r 4� Stahtpe �0 FF DUCT SMOKE DETECTOR s q QUANTITY AS REQUIRED" -� FREEZESTAT — FIRE ALARM FROM BUILDING FIRE ALARM 4765 PANEL BASED ON SIGNAL FROM DUCT F LOW DUCT STATIC (RLDS -1) SMOKE DETECTORS SERVING THE AIR�FOF ° ��� HIGH DUCT STATIC (RHDS -1) HANDLING SYSTEM AND BU I LD ING ZONE 94 Ry p vE SMOKE DETECTORS. �— - SR TO VFD -1 TO VFD -6 / /` r- - 24 VAC - - - - - -- J �� �( i R I N ATC SR1 -1 SRI-3 24VAC SAFETIES CIRCUIT L - - - - PANEL TO VFD -5 TO VFD -7 L IN ATC i LI J w Ji R1-2 SR 4 PANEL Z W LLI U fr H� Y LIJ S = C7 rr^^ VJ <X FE M 2 L11 OQ o w 0 O M ATC PANEL SEPARATE FROM CP PILOT LIGHT - CONTROLLERS AND CONTACTORS COIL CIRC PUMP ----- - - - - -- {{{ BY DIVISION �S JJ✓ J" R 1 T RILIE1 AIR FAN RZF RELIEF AIR FAN R A F RELIEF AIR FAN 20/60/1 -H POWER SD DM 01 -AO -11 S p DM 01 -AO -10 SD DM Ot -AO -9 S 60001V - -H 0• H CT 01 -DI -7 r. HAND -OFF -AUTO 24VAC -C C IN ATC PANEL FACE FROM CONTROLLER 01 -DO -2 MD MOTORIZED MO MU TORIZED MD MOTORI ED COIL CIRCULATING PUMP 3 RELIEF AIR 2 RELIEF AIR RELIEF AIR DAMPER DAMPE DAMPER 24 VAC - 24 VAC - 24 VAC -C 24 VAC -C FROM CONTROLLER FROM CONTROLLER FROM CONTROLLER FROM CONTROLLER STARTfSTOP START STOP �Z_ START /STOP CONTACT ACT ! - ^' CONTACT T P OWER VFD VFD BYPASS EXTERNAL 01 -AI -iO ^1, CONTACT CONT POWER VFD VFD BYPASS EXTERNAL 01 -AI -9 ^ 1 POWER VFD VFD BYPASS EXTERNAL O1 -AI -8 , POWER VFD FD BYPASS EXTERNAL 01 -AI - )i -DO -5 R - ON ENABLE FAULT ON FAULT VFD FEED BACK ) 01 -DO -4 R ON ENABLE FAULT ON FAULT VFD FEED BACK J O1 -DO -3 R ON ENABLE FAULT ON FAULT 01 -DO -1 R - ON ENABLE FAULT ON FAULT VFD FEED BACK J VFD FEED BACK ®� ©� ® ©� �n O1-AO -8 ® © ® © ® 01 -AO -7 ® © ® © ® O1 -AO -6 ® © ® ( ® 01 -AO -3 SAFETY SAFETY SAFETY SAFETY RELAY SPEED RELAY SPEED RELAY SPEED RELAY SPEED HAND HAND HAND RAND SRi -1 SRi -1 SR1 -1 SR1 -1 OFF OFF OFF OFF I NTERLOCK AUTO R Oi -DI -10 INTERLOCK AUTO R O1 -DI -9 INTERLOCK AUTO R 01 -DI -8 INTERLOCK AUTO R 01 -DI -1 RELAYS R CONTACT CLOSURE RELAYS R N CONTACT CLOSURE RELAYS R CONTACT CLOSURE RELAYS R N CONTACT CLOSURE DISCONNECT VFD VFD ALARM DISCONNECT VFD VFD ALARM DISCONNECT VFD VFD ALARM DISCONNECT VFD VFD ALARM BYPASS ❑ ❑ ❑ BYPASS ❑ ❑ p BYPASS ❑ p ❑ BYPASS p p p 208/60/3 I ❑ ❑ ❑ 208/60/3 ❑ ❑ ❑ 208 60 3 ❑ ❑ ❑ 208/60/3 p p p TOWER POWER POWER POWER Q SEE DIV. 26 SEE DIV. 26 SEE DIV. 26 SEE DIV. 26 REIEF R3F R RLIEAN R 2 F A R FAN RAF A R FAN S t AIR FAN LY VFD -7 VFD -6 VFD -5 VFD -I AIR HANDLING SYSTEM 1 CONTROL DIAGRAM SCALE: NONE MI604 F O o U x o x a d U CIJ H F � a W O Project Number Plan Senes - - Property Number'. 595 -9995 Sheet Title: MECHANICAL CONTROLS Sheet: M1604 DDC CONTROLLER 01 CONTROLLER TYPE. HONEYWELL WEB DACE 2AX WITH 10 MODULES LOCATIONS FAN ROOM 301 NO POINT DESCRIPTION POINT TYPE DEVICE TYPE MANUFACTURER PART NUMBER DIGITAL NUTS 1 AHU -1, VFD -1 ALARM D ALARM RIB RIBUIC 2 AHU 1, LOW DUCT STATIC SAFETY 1 D STATIC PRESSURE SWITCH HONEYW AP5210 -30 3 AHU -1, HIGH DUCT STATIC SAFETY 1 D STATIC PRESSURE SWITCH H ONEYWELL 4 AHU -1, FREEZE STAT ALARM DI _ FREEZE STAT — _ HONEYWELL L480G 7044 5 SAF ?IE5 RELAY DI RELAY IOEC RH38UEAC 6 SUPPLY FAN DP STATUS DI DIFFERENTIAL PRESSURE SWITCH HONEYWELL AP5208 -30 7 COIL CIRCULA PUMP CP -I STATU DI CURRENT TRANSDUCER HAWKEYE H -908 8 RAF-!, VFD -5 ALARM DI ALARM RIB RIBUIC 9 RAF -2, VFD -6 ALARM DI ALARM RIB RIBUIC 10 RAF -3, VFD -7 ALARM 01 ALARM RIB RIBUIC DI 2 DI ANALDD w= I AHU -1, RETURN AIR TEMPERATURE Al TEMPERATURE SENSOR HONEYWELL C7041C2003 2 AHU -1, CO2 SENSOR AI CO2 SENSOR HONEYWELL C7232B1006 3 _ AHU -I, MIXED AIR TEMPERATURE Al TEMPERATURE SENSOR HONEYWELL 0704182000 4 AHU -1, VFD -I FEEDBACK SIGNAL Al 5 AHU -1, DISCHARGE AIR TEMPERATURE AI TEMPERATURE SENSOR r'- ONEYWELL C7041C2003 6 AHU -1, FILTER DP Ai DIFFERENTIAL PRESSURE SENSOR - ONEYWELL P764OB1016 7 CC -1 CHWR TEMPERATURE AI TEMPERATURE SENSOR HONEYWELL C704ID2001 W/ 8 RAF -1, VFD -5 FEEDBACK SIGNAL AI 50001774 -001 WELL 9 RAF -2, VFD -6 FEEDBACK SIGNAL Al 70 RAF -3, VFD -7 FEEDBACK SIGNAL AI 11 SUPPLY DUCT STATIC PRESSURE Al STATIC PRESSURE SENSOR P764OB1032 12 SUPPLY DUCT STATIC PRESSURE Al STATIC PRESSURE SENSOR P764OB1032 73 BUILDING STATIC PRESSURE At STATIC PRESSURE SENSOR HONEYWELL P764061016 14 BUILDING STATIC PRESSURE At STATIC PRESSURE SENSOR HONEYWELL P764OB1076 15 Al 16 Al D19TAL W"75 1 AHU -1, VFD -I ENABLE / DISABLE DO RELAY RIB RIBUIC 2 COIL CIRCULATING PUMP CP -1 START / STOP DO CONTACTOR 3 RAF -1, VFD -5 ENABLE / DISABLE DO RELAY RIB RIBUIC 4 RAF -2, VFD -6 ENABLE / DISABLE DO RELAY RIB RIBUIC 5 RAF -3, VFD -7 ENABLE / DISABLE DO RELAY RIB RIBUIC 6 DO 7 DO All" DU7PDIS 1 CHW CONTROL VALVE CV -C1 MODULATION AO CONTROL VALVE WITH ACTUATOR HONEYWELL SEE CV SCHEDULE 2 HW CONTROL VALVE CV -H1 MODULATION AO CONTROL VALVE WITH ACTUATOR HONEYWELL SEE CV SCHEDULE 3 - 1, VF SPEED AO NX50300131009 _ 4 _A DAMPER RAD -I CONTROL AO DAMPER MOTOR HONEYWELL M575XXA20XX 5 DAMPER OAD -I CONTROL AO DAMPER MOTOR HONEYWELL MS75XXA20XX 6 RAF-I, VFD -5 SPEED AO NXS0300BI009 7 RAF -2, VFD -6 SPEED AO NXS030081009 8 RAF -3, VFD -7 SPEED AO NXSO300B1009 9 RELIEF AIR DAMPER MD -1 MODULATION AO DAMPER MOTOR HONEYWELL MS75XXA20XX 10 RELIEF AIR DAMPER MD -2 MODULATION AO DAMPER MOTOR HONEYWELL MS75XXA20XX 11 RELIEF AIR DAMPER MD -3 MODULATION AD DAMPER MOTOR HONEYWELL MS75XXA20XX 12 AD 13 AO I � l r \ l DDC CONTROLLER 02 CONTROLLE TYPE: HONEYWELL WEB DACE 2AX WITH 10 MODULES _ LOCATION: FAN ROOM 304 N0. POINT DESCRIPTION POINT DEVICE 11PE MANUFACTURER PART NUMBER WTAL __- NI M OUTSIDE 1 AHU -2, VFD -2 ALARM DI ALARM AIR AHU -2, LOW DUCT STATIC SAFETY DI STATIC PRESSURE SWITCH HONEYWELL AP5210 -30 3 AHU -2, HIGH DUCT STATIC SAFETY 01 STATIC PRESSURE SWITCH HONEYWELL AP5210 -30 4 AHU -2, FREEZE STAT ALARM DI FREEZE STAT HONEYWELL L480GIO44 5 RELAY DI RELAY IDEC RH3BULAC 6 _SAFTIES SUPPLY FANS DP STATUS DI DIFFERENTIAL PRESSURE SWITCH HONEYWELL AP5208 -30 7 RRF -1, FAN STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 8 RRF -2, FAN STATUS DI CURRENT iRANSGUCER HAWKEYE H -908 9 DI 02 -A -3 -7 0 _ DI w ° v �� F DM 02 -AO -6 ANALOG WM T 1 1 AHU -2, RETURN AIR TEMPERATURE AI TEMPERATURE SENSOR HONEYWELL C704IC2003 2 AHU -2, CO2 SENSOR Al CO2 SENSOR HON EYWELL C7232BI006 3 AHU -2, MIXED AIR TEMPERATURE Al TEMPERATURE SENSOR HONEYWELL C704IB2000 4 AHU -2, VFD -2 FEEDBACK SIGNAL Al - / 5 AHU -2, DISCHARGE AIR TEMPERATURE AI TEMPERATURE SENSOR HONEYWELL C7041C2003 6 AHU -2, FILTER DP AI .DIFFERENTIAL PRESSURE SENSOR HONEYWELL P7640131016 7 CC -2 CHWR TEMPERATURE Al TEMPERATURE SENSOR HONEYWELL C7041D2001 W/ 8 ql 50001774 -001 WELL g AI 02 -0I -8 00TAL OUTPUTS SD DM 02 -DO -5 1 AHU -2, VFD -2 ENABLE / DISABLE DO RELAY IDEC RUBUIC 2 RRF -i START / STOP DO RELAY IDEC RUBUIC 3 RRF -2 START / STOP DO RELAY IDEC RUBUIC 4 MOTORIZED DAMPER MD -4, 2- POSITION DO DAMPER MOTOR HONEYWELL MS75XXA20XX 5 MOTORIZED DAMPER MD -5, 2- POSITION DO DAMPER MOTOR HONEYWELL MS75XXA20XX 6 DO ^""� CT -- — t — TRANSFORMER 7 o 0 DO (WHERE REQ.) ANALOG OUTPUTS 1 CHW CONTROL VALVE CV-Cl MODULATION AO CONTROL VALVE WITH ACTUATOR HONEYWELL SEE CV SCHEDULE 2 HW CONTROL VALVE CV -H1 MODULATION AO CONTROL VALVE VATH ACTUATOR HONEYWELL 3 1 AHU -2, VFD -2 SPEED AO - OM MD DAMPER 1 5 4 DAMPER RAD -2 CONTROL AO DAMPER MOTOR HONEYWELL MS75XXA20XX 5 DAMPER OAD -2 CONTROL AO DAMPER MOTOR HONEYWELL MS75XXA20XX 6 MOTORIZED DAMPER MI MODULATING AO DAMPER MOTOR HONEYWELL MS75XXA20XX 7 AO 8 CONTACTOR WITH AUX. CONTACTS AO Plan sserves STARTER SEE DIV 26 __.__._..___.__.____ P operty Number: SAFTIES } i } 1 } 10 j } } 1 �02 -AO - 1 Q2 -AI -7 c. GHWR 1- - -N.�. _T I-/� C'HWS RHDS -1 � R TO 02 -DI -4 241- V i � � ,DS -2 02 -DI -3 DETECTOR 02 -AI -5 CONTROL VALVE ----- - - - N.O. ' C. - -- - - - + - - - -- - - - - - HWR I I +1 � AIR FAN 24 VAC HWS TO OUTSIDE _ � — TRANSFORMER SAFETIES Cn z AIR SD RELAY 120V 1 i w � I 02 -DI -4 � DM MOTORIZED MD WW r1�att ° 4 A 2 I 02 -AI -2 V C DAMPER 4 OPERATOR a W p (� 02 -AI -7 S n. 02 -A -3 -7 H 0 • DWYER FILTER GAUGE SUPPLY AIR < I I U 11 1 O NOTE } SEE LOW DIAGRAMS ON DRAWINGS MI608 & MI609 FOR ADDITIONAL DETAIL. l� OUTSIDE AIR RETURN AIR DAMPER h I 02 -AI -1 a r. O v ,2- ti IR a RETURN U S 2 L OP �C CO HEATINNGG L 02 -DI -2 RAD DAMPER AIR FAN % FS FILTER R RLDS -1 D2 -DI -6 \2 SECTION TO 02 -DI -3 24VAC RLDS -2 stamps. �S� F 4765 el �qF OF �OPg 24 VAC -C Rg 0 VE�G DUCT SMOKE DETECTOR FROM CONTROLLER QUANTITY AS REQUIRED FREEZESTAT PANEL ED ON SIIGNADLNFROMEDUCTRM CONTACT TOP LOW DUCT STATIC (RLDS -1) SMOKE DETECTORS SERVING THE AIR POWER VFD VFD BYPASS EXTERNAL 02 -AI -4 HIGH DUCT STATIC (RHDS -I) HANDLING SYSTEM A N D BUILDING ZO 02 -DO -1 R ON ENABLE FAULT ON FAULT VFD FEED BACK SMOKE DETECTORS. 0 A 2 -DI -5 ® © ® © ® 02 -AO -3 r F - - - - - TO VFD -2 TO RRF -2 r -I - , SAFETY SR R RELAY HAND SPEED W LU 24 VAC _ _ _ _ _ - - - J __JL__ -1� I I SRi -1 OFF ~ � N ATC SRI- SR1 -3 L 24VAC I INTERLOCK R AUTO R 02 -DI -1 Z 0 SAFETIES CIRCUIT RELAYS PANEL TO RRF -1 CONTACT CLOSURE o N ATC DISCONNECT VFp VFD ALARM U m SRI-2 PANEL 208 60 3 ! BYPASS T] 13 0 Y 0 SEE�DIV. 26 Q ¢ 2 SF TO SUPPLY 2 AIR FAN ¢ VFD -2 -2 2 w 00 `o C uJ j W 0 M � O W AIR HANDLING SYSTEM 2 CONTROL DIAGRAM n SCALE: NONE MI605 Sheet: M 1605 RRF RETURNAELIEF 208/60/3 POWER FUSE RRF PROPELLER SEE DIV 26. 208V VENT FAN AIR FAN r - - - -�- — _ � — TRANSFORMER Cn z SD DM 02 -DO -4 120V I (WHERE REQ.) w � DM MOTORIZED MD WW r1�att ° 4 FROMCCONTROLLER DAMPER 4 OPERATOR a W p (� L 02 -DO -2 R IR H 0 • C -LOCAL PILOTo w ° v �� F DM 02 -AO -6 T 1 x � F-. — � A 0. s I H C CONTACTOR WITH AUX. CONTACTS W / MOTORIZED ID RETURN AIR STARTER SEE DIV, 26 SAFTIES DAMPER R RELAY SRI -2 ` PRE RETIiRN� 2 AIR FAN 02 -0I -8 SD DM 02 -DO -5 208/60/3 ~� POWER SEE DIV 26. FUSE PRE PROPELLER O VENT FAN MOTORIZED MD r 208V L Z 6 RELIEF AIR ^""� CT -- — t — TRANSFORMER o 0 DAMPER (WHERE REQ.) 120V MOTORIZED 24VAC -C 1 OM MD DAMPER 1 5 o ` MOTORIZED FROM CONTROLLER H OPERATOR 5 RETURN AIR MD AMP R L "L, 0 02 -DO -3 R T - • �• C LOCAL PILOT Pr oj ect Nu mber A O.L'S CONTACTOR WITH AUX. CONTACTS Plan sserves STARTER SEE DIV 26 __.__._..___.__.____ P operty Number: SAFTIES 595 -9995 RELAY SRI - Sheet TIYIe: MECHANICAL CONTROLS AIR HANDLING SYSTEM 2 CONTROL DIAGRAM n SCALE: NONE MI605 Sheet: M 1605 M 'x v ` l c DDC CONTROLLER 03 CONTROLLER TYPE: HONEYWELL WEB J_ 2AX WITH iO MODULES LOCATION- FAN ROOM 305 NO. POINT DESCRIPTION POINT TYPE DEVICE TYPE MANUFACTURER PART NUMBER DOTAL INPUTS 1 AH0-3, VFD -3 ALARM Di Jill ALARM RIB RIBUIC 2 AHU -3, LOW DUCT STATIC SAFETY DI STATIC PRESSURE SWITCH HONEYWELL AP5210 -30 3 AHU 3 HIGH DUCT STATIC SAFETY DI STATIC PRESSU SWITCH I HONEYWELL AP5210 -30 4 A HU 3 FREE S ALARM DI FREEZE STAT 1 HONEYWELL L480GIO44 5 _ SAFETIE RELAY DI RELAY IDEC RH38ULAC 6 SUPPLY FAN OP STATUS — DI _ DIFFERE PRESSURE SWITCH HONE YWELL AP5210 -30 7 _ _ EXHAUST FAN EF -3 RUN STATUS — DI CURRENT TRANS HAWKEYE H -908 8 RRF -3, FAN STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 9 RRF -4, FAN STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 10 UNIT HEATER UH -2 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 11 UNIT HEATER UH -3 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 12 UNIT HEATER UH -4 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 AIIALOC !PUTS 1 AHU -3, RETURN AIR TEMPERATURE AI TEMPERATURE SENSOR HONEYWELL 0704IC2003 2 AHU -3, CO2 SENSOR Al CO2 SENSOR HONEYWELL C723281006 3 AHU -3, MIXED AIR TEMPERATURE Al TEMPERATURE SENSOR HONEYWELL C704IB2000 4 AHU -3, VFD -3 FEEDBACK SIGNAL Al 5 AHU -3, DISCHARGE AIR TEMPERATURE Al TEMPERATURE SENSOR HONEYWELL C704IC2003 6 MU-3, FILTER DP Al DIFFERENTIAL PRESSURE SENSOR HONEYWELL P764OB1016 7 CC -3 CHWR TEMPERATURE AI TEMPERATURE SENSOR HONEYWELL C704ID2001 W/ 50001774 -001 WELL 8 UNIT HEATER UH -2 SPACE TEMPERATURE SENSOR AI SPACE TEMPERATURE SENSOR HONEYWELL T777DA2004 9 UNIT HEATER UH -3 SPACE TEMPERATURE SENSOR AI SPACE TEMPERATURE SENSOR HONEYWELL T777DA2004 10 UNIT HEATER UH -4 SPACE TEMPERATURE SENSOR AI SPACE TEMPERATURE SENSOR HONEYWELL T777DA2004 DOTAL OUTPUTS i AHU -3, VFD -3 ENABLE / DISABLE DO RELAY RIB RIBUIC 2 RRF -3 START / STOP DO RELAY _ RIB RIBUIC 3 RRF -4 START / STOP DO RELAY RIB RIBUIC 4 EXHAUST FAN EF -3 START / STOP DO CONTACTOR 5 MOTORIZED DAMPER MD -10, 2- POSITION DO DAMPER MOTOR HONEYWELL MS81XXAlXXX 6 MOTORIZED DAMPER MD -it, 2- POSITION DO DAMPER MOTOR HONEYWELL MS81XXAIXXX 7 _ MOTORIZED DAMPER MD -13, 2- POSITION DO DAMPER MOTOR HONEYWELL MS8ITxA1xXX 8 UNIT HEATER HW CONTROL VALVE CV -1-12 OPEN CLOSED DO RELAY RIB RIBUIC 9 UNIT HEATER HW CONTROL VALVE CV -H13 OPEN CLOSED DO RELAY RIB RIBUIC 10 UNIT HEATER HW CONTROL VALVE CV -H14 OPEN CLOSED DO RELAY RIB RIBUIC 11 UNIT HEATER UH -2 START STOP DO RELAY RIB RIBUIC 12 RT UNIT HEATER UH -3 STA STOP DO RELAY RIB RIBUIC 13 UNIT HEATER UH -4 START STOP DO RELAY RIB RIBUIC i NIALOG OUTPUTS i CHW CONTROL VALVE CV- Cl MODULATION AO i CONTROL VALVE W TH ACTUATOR HONEYWELL SEE CV SCHED 2 HW CONTROL VALVE CV -Ht MODULATION AO CONTROL VALVE WITH ACTUATOR HONEYWELL 3 AHU -3, VFD -3 SPEED AO 4 DAMPER RAD -3 CONTROL AO DAMPER MOTOR HONEYWELL MS75XXA20XX 5 DAMPER OAD -3 CONTROL AO DAMPER MOTOR HONEYWELL MS75XXA20XX 6 MOTORIZED DAMPER MO -12 MODULATING AO DAMPER MOTOR HONEYWELL MS75XXA20XX 1 1 1 1 1 1 1 1 1 1 1 1 \ 1 1 \ 1 1 1 1 DIRECT DIGITAL CONTROLLERS QUANTITY AS REQUIRED INSTALL IN ATC PANEL 03 lzL SEE DRAWING 3/M1602 ��. /�J�_/ ��I ✓ ✓.—/�� � /�J Jam. / ✓ ✓mil ✓✓���1 �I ✓`/ CONTROL C ONTRO ALVE — VALVE CU -C3 03 -AG -2 CV -H3 VALVE Nc - - -- - --- - - gHWR N.c. S CHWR -- - - �=- N Li N.c_ ✓ - I HWS CHWS ,i II -24 VAC TO SAFETIES OUTSIDE RELAY AIR RHDS -1 03 -DI -4 1 TO 03 -DI -4 0 24VAC R,DS -2 I I �3 -Af� V C DUCT SMOKE DETECTOR 03 -DI -3 (TYPICAL) 03 -AI -5 03 -AI -7 S DWYER FILTER SUPPLY AIR ( ff GAUGE SUPPLY AIR 1 1 NOTE: SEE FLOW DIAGRAMS ON DRANANGS M16C8 & M1609 FOR ADDITIONAL DETAIL. A RETURN OUTSIDE AIR AIR DAMPER 03 -AI -1 C ic I I IL- -jI V .'I DP 03 -AI -6 L 03 -DI -2 SUPPLY CC COOLING HC HEATING RAD RETURN AIR FAN 3 COIL 3 COIL 3 DAMPER 03 -DI -15 FS FILTER RLDS -1 \ j j SECTION I TO 03 -DI -3 24 R VAC r RLDS -2 DUCT SMOKE DETECTORS 24 VAC -C QUANTITY AS REQUIRED FROM CONTROLLER FREEZESTAT FIRE ALARM FROM BUILDING FIRE ALARM START /STOP PANEL BASED ON SIGNAL FROM DUCT CONTACT LOW DUCT STATIC (RLDS -1) SMOKE DETECTORS SERVING THE AIR POWER VFD VFD BYPASS EXTERNAL HIGH DUCT STATIC (RHDS -1) HANDLING SYSTEM AND BUILDING ZONE 0�LOD-I ON ENABLE FAULT ON FAULT SMOKE DETECTORS. - - 4- -- ® \© \® A � - TO VFD -3 �+ TO RRF -4 r -� SAFETY 24 VAC - SR / RELAY HAND - - - - _ I SR1 -1 OFF N ATC SR1 -1 SRI -3 I 24VAC I INTERLOCK AUTO SAFETIES CIRCUIT RELAYS R IN PANEL -3 RRF PANEL DISCONNECT BYPASS NATC ❑❑❑ SRI -2 208 - 3 N ❑ ❑ ❑ POWER SEE DIV. 26 VFD -3 D - i i i, MO MOTORIZED R I F AIR RETURN /RELIEF AIR FAN 2 DAMPER - 1 W MOTORIZED DAMPER - EXHAUST FAN 1 EXHAUST AIR PILOT LIGHT ATC PANEL SEPARATE FROM EF EXHAUST FAN _ _ _ _ CONTROLLERS AND CONTACTORS } 3 r - ----- BY DIV. 25 t' IN , �...�.�.� ✓..ice.,. ✓ ✓r / 120/60/1 1 R POWER �j -H SEE DIV. 1 H H CT I 03 -DI -8 26 0 . 1 A HAND- OFF -AUTO --�- - - - - - IN ATC PANEL FACE 24VAC -C C l FROM CONTROLLER 1 03 -DO -4 1 EXHAUST FAN EF -3 208/60/3 POWER FUSE PRE RELIEF SEE DIV 26. 208V 4 AIR FAN r -Gazf- CT �--t — TRANSFORMER (WHERE REQ.) 120V MOTORIZED 24VAC -C I DM MD DAMPER FROM CONTROLLER I H OPERATOR _ LOCAL PILOT 03 -DO -3 R i T 0 • I A ; O.L'S � L y--- - - - _ - � CONTACTOR WITH STARTER AUX. CONTACTS SEE DIV. 26 SAFETY RELAY SRI-3 RELIEF AIR FAN RRF -4 AIR HANDLING SYSTEM 3 CONTROL DIAGRAM_( 1 SCALE: NONE MI606 RELIEF AIR FAN RRF -3 a; q ZZ Stamps y �o oA . 4765 ` gi+, 9F of \OPg Aq p NEG 3v-} 2. W w LU Z W O U W CC �CC W o Uj Q > ¢ M ¢ X 4— 2 w 00 `o j w z o U w `n z o � � U x a s x � d U h � a � w W o P oleo Number - Plan Series Property Number: 595 -9995 Sheet Tile. MECHANICAL CONTROLS Sheet: M1606 RELIEF AIR DAMPER 208/60/3 POWER RRF RELIEF SEE DIV 26. FUSE 208V 3 AIR FAN 03 -AI -4 VFD FEED BACK 03 -AO -3 SPEED R 03 -DI -1 CONTACT CLOSURE VFD ALARM \ SF TO SUPPLY 3 AIR FAN - C -t TRANSFORMER (WHERE RED.) 120V I DM MD MOTORIZED 24VAC -C DAMPER FROM CONTROLLER H 10 OPERATOR F 0 LOCAL PILOT 03 -DO -2 R T • C I A 0.L.'S - j CONTACTOR WITH STARTER AUX. CONTACTS SEE DIV. 26 � R SAFETY RELAY SRi -2 RETURN /RELIEF AIR FAN DDC CONTROLLER 04 CONTROLLER TYPE: HONEYWELL WEB JACE SAX WITH 10 MODULES LOCATION: FAN ROOM 302 NO i POINT DESCRIPTION TYPE DEVICE TYPE MANUFACTURER PART NUMBER OOTAL ii _ SEE DRAWING 3/M1602 R 1 AHU -4, VFD -4 ALARM DI _ ALARM RIB RIBUIC 2 AHU -4, LO W DUCT STATIC SAFETY DI STATIC PRESSURE SWITCH HONE YWELL AP5210 -30 3 ANU -4, HIGH DUCT STATIC SAFETY DI STATIC PRESSURE SWITCH HONEYWELL AP5210 -30 4 AHU -4, FREEZE STAT ALARM DI FREEZE STAT HONEYWELL L480CIO44 5 SAFETIES RELAY DI RELAY [DEC RH3BULAC 6 _ SUPPLY FAN OP STATUS DI DIFFERENTIAL PRESSURE SWITCH HONEYWELL AP5208 -30 7 EXHAUST FAN EF -1 RUN STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 8 RRF -5, FAN STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 9 RRF -6, FAN STATUS Dt CURRENT TRANSDUCER HAWKEYE H -908 10 RRF -7, FAN STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 11 UNIT HEATER UH -5 STATUS DI _ CURRENT TRANSDUCER HAWKEYE H -908 12 UNIT HEATER UH -6 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 13 UNIT HEATER UH -7 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 ANALOG N�UiS 1 AHU -4, RETURN AIR TEMPERATURE AI TEMPERATURE SENSOR HONEY WELL 070 2 AHU-4, CO2 SENSOR Al 002 SENSOR HONEYWELL _ 0723281006 3 _ AHU -4, MIXED AIR TEMPERATURE AI TEMPERATURE SENSOR HONEYWELL 0704182000 4 AHU -4 VFD -4 FEEDBACK SIGNAL AI 5 ANU -4, DISCHARGE AIR TEMPERATURE AL TEMPERATURE SENSOR HONEYWELL C7041C2003 6 AHU -4, FILTER DP AI DIFFERENTIAL PRESSURE SENSOR HONEYWELL P764OB1016 7 CC -4 CBWR TEMPERATURE AI TEMPERATURE SENSOR HONEYW C704ID2001 W/ 50001774 -001 WELL 8 UNIT HEATER UH -5 SPACE TEMPERATURE SENSOR Al SPACE TEMPERATURE SENSOR HONEYWELL T777DA2004 9 UNIT HEATER UH -6 SPACE TEMPERATURE SENSOR At SPACE TEMPERATURE SENSOR HONEYWELL T777DA2004 10 UNIT HEATER UH -7 SPACE TEMPERATURE SENSOR AI SPACE TEMPERATURE SENSOR HONEYWELL T777DA2004 DOTAL PM WPM i ANU -4, VFD -4 ENABLE / DISABLE DO RELAY RIB RIBUIC 2 RRF -5 START / STOP DO RELAY RIB _ RIBUIC 3 RRF -6 START / STOP DO RELAY RIB RI BUIC 4 RRF -7 START / STOP DO RELAY RIB RIBUI 5 EXHAUST FAN EF -I START / STOP DO CONTACTOR 6 MOTORIZED DAMPER MD -14, 2- POSITION DO DAMPER MOTOR HONEYWELL _ MS81XXAIXXX 7 MOTORIZED DAMPER MD -15, 2- POSITION DO _ DAMPER MOTOR HONEYWELL MSIIXXA1XXX 8 MOTORIZED DAMPER MO -.6. 2- POSITION DO DAMPER MOTOR HONEYWELL MS81XXA1XXX 9 MOTORIZED DAMPER MD -18, 2- POSITION DO DAMPER MOTOR HONEYWELL MS81XXAIXXX 10 UNIT HEATER HW CONTROL VALVE CV -N15 OPEN CLOSED DO RELAY RIB RIBUIC 11 _U HEATER HW CONTROL VALVE C V -H OPEN /CLOSED DO RELAY RIB RIBUIC 12 UNIT HEATER HW CONTROL VALVE CV -H17 OPEN /CLOSED DC RELAY RIB RIBUIC 13 UNIT HEATER UH -5 START /STOP DO RELAY RIB RIBUIC 14 UNIT HEATER UH -6 START /STOP DO RELAY RIB RIBUIC 15 UNIT HEATER UH -7 START /STOP DO RELAY RIB RIBUIC ANALOG O1.11 MIS i CHW CONTROL VALVE CV -C7 MODULATION AD CONTROL VALVE W -H ACTUATOR HONEYWELL SEE CV SCHEDULE 2 1 HW CONTROL VALVE CV -H7 - MODULATION AO CONTROL VALVE WITH ACTUATOR HONEYWELL SEE CV SCHEDULE 3 AHU -4, VFD -4 SPEED AO 4 DAMPER RAD- 4 "NTROL AO DAMPER MOTOR HONEYWELL MS75XXA20XX 5 DAMPER DAD -4 CONTROL AD DAMPER MOTOR HONEYWELL MS75XXA20XX 6 MOTORIZED DAMPER MD -17 MODULATING AO DAMPER MOTOR HONEYWELL MS75XXA20XX J J lJ 1 1 1 1 \ 1� 1 1 1 1 `� EXHAUST FAN 04 —DO -9 EXHAUST AIR MD MOTORIZED A — 8 D MPER ` 04-AI -6 ATC PANEL SEPARATE FROM PILOT LIGHT CONTROLLERS AND CONTACTORS DIRECT DIGITAL CONTROLLERS BY DIV. 25 ---- - - - - -- QUANTITY AS REQUIRED ✓✓ INSTALL IN ATC PANEL 04 04 -DI -6 SEE DRAWING 3/M1602 R POWER H `� EXHAUST FAN 04 —DO -9 EXHAUST AIR MD MOTORIZED A — 8 D MPER ` EXHAUST FAN EF —i CONTROL CV — C4 VALVES CONTROL VALVE 04 —AO -i 04 -AI -7 04 -AO -2 1 N.O. C. c. N -, ..__________ _ HNR ) CHWR -- — F - -4 ?I.C. NOTE N.D. ✓ ✓�s� SEE FLOW DIAGRAMS ON DRAWINGS M1608 & MI609 I I FOR ADDITIONAL DETAIL. q CHWS HWS 1 °a OU TO o^ p RHDS -1 j j SAFETIES 24 VAC R - RELAY RETURN (° o 0 TO 04 -DI -4 O OUTSIDE AIR AIR 24VAC RHDS -2 04 -DI -9 4 DAMPEP, G 04 -AI -2 VOC DUCT SMOKE DETECTOR 1 04 -DI -3 04 -AO -5 p (TYPICAL) 04 -AI -5 04 -AI -7 04 -AO -4 SD HDS S 04 -AI -3 S _ DI VAAAVAAAAA OM 1 01 C H DWYER FILTER SUPPLY AIR t GAUGE - Y SUPPLY AIR f r ; *\ i I nLf LILiL I i Op 04-AI -6 ATC PANEL SEPARATE FROM PILOT LIGHT CONTROLLERS AND CONTACTORS EF O EXHAUST FAN BY DIV. 25 ---- - - - - -- AIR FAN ✓✓ 4 COIL 04 -DI -6 20/60/1 R POWER H SEE DIV, 26 1— — H H CT 04 —DI -8 0� A NAND —OFF —AUTO - - -_ - -- _ IN ATC PANEL FACE � 24VAC —C � FROM CONTROLLER C V`J RELAY SR1 -4 24 VAC -C o vE� .�� —DO 5 �) EXHAUST FAN EF —i CONTROL CV — C4 VALVES CONTROL VALVE 04 —AO -i 04 -AI -7 04 -AO -2 1 N.O. C. c. N -, ..__________ _ HNR ) CHWR -- — F - -4 ?I.C. NOTE N.D. ✓ ✓�s� SEE FLOW DIAGRAMS ON DRAWINGS M1608 & MI609 I I FOR ADDITIONAL DETAIL. q CHWS HWS 1 °a OU TO o^ p RHDS -1 j j SAFETIES 24 VAC R - RELAY RETURN (° o 0 TO 04 -DI -4 O OUTSIDE AIR AIR 24VAC RHDS -2 04 -DI -9 4 DAMPEP, G 04 -AI -2 VOC DUCT SMOKE DETECTOR 1 04 -DI -3 04 -AO -5 p (TYPICAL) 04 -AI -5 04 -AI -7 04 -AO -4 SD HDS S 04 -AI -3 S _ DI VAAAVAAAAA OM 1 01 C H DWYER FILTER SUPPLY AIR t GAUGE - Y SUPPLY AIR f r ; *\ i I nLf LILiL I i Op 04-AI -6 SUPPLY 6c'C COOLING HC HEATING AIR FAN COI L 4 COIL 04 -DI -6 FS FILTER 4 SECTION — DUCT SMOKE DETECTOR QUANTITY AS REQUIRED. FREEZESTAT -FIRE ALARM FROM BUILDING FIRE ALARM PANEL BASED ON SIGNAL FROM DUCT LOW DUCT STATIC (RLDS -1) SMOKE DETECTORS SERVING THE AIR (RHOS DUCT STATIC HANDLING SYSTEM AND BUILDING ZONE ( )� SMOKE DETECTORS. r - SR - I r TO VFD -4 TO RRF -6 24 VAC ----- - - - - -� �{— �F IN ATC SR1 -1 SR1 -3 SAFETIES CIRCUIT PANEL- IK— TO RRF -5 - TO RRF -7 SRi -2 SR1 -4 RETURN /RELIEF AIR FAN p 4 01 M 208/60/3 3f 03 -DI -10 POWER FUSE RRF RELIEF SEE DIV 26. 208V 7 AIR FAN I L = C am— TRANSFORMER 20V (WHERE REQ.) MOTORIZED DM, MD DAMPER FROM CCONTROLLER H 1 t6 OPERATOR _L 0 I LOCAL PILOT 03 -DO -4 R 1� C A 0-L'S I i CONTACTOR WITH STARTER AUX. CONTACTS R S SEE DIV. 26 AFTIES , RELAY SRI -4 RELIEF AIR FAN RRF -7 04 -DI -5 I I I I E 241�Al L IN ATC PANEL DM 04 —AO -6 /M1 MO MOTORIZED 17 RELIEF AIR DAMPER RETURN /RELIEF AIR FAN RELIEF AIR DAMPER 208/60/3 POWER - rFUSE RRF RELIEF SEE DIV 26. 208V 6 AIR FAN -- CT i TRANSFORMER 120V i (WHERE RED.) DM MD MOTORIZED 24VAC -C DAMPER FROM CONTROLLER H I 15 OPERATOR L D LOCAL PILOT 03 -DO -3 R � • C + A • O.L.'S L CONTACTOR WITH STARTER AUX. CONTACTS SEE DIV. 26 '' ,CSAFTIES R RELAY SR1 -3 RELIEF AIR FAN RRF -6 AIR HANDLING SYSTEM 4 CONTROL DIAGRAM SCALE: NONE MI607 LDS 04 —DI -2 I RETURN RED P,IR DAMPER R 4 RLDS —I � TO 04 —DI -3 24 I — 1 ��RLDS -2 Stamps: 4765 N F r9re �9 of � P A; PRV 24 VAC -C o vE� FROM CONTROLLER START /STOP CONTACT POWER VFD VFD BYPASS EXTERNAL 04 -AI -4 04 -DO -i R ON ENABLE FAULT ON FAULT VFD FEED BACK � y SAFETY ,�� ,® 04 -AO -3 W w RELAY - SRI -1 T HAND SPEED f— a OFF z INTERLOCK R AI170 R 04 -DI -i W 0 RELAYS CONTACT CLOSURE LU U DISCONNECT VFD ❑ ❑ ❑ VFD ALARM W 208 60 3 BYPASS ❑ ❑❑ Y z E SE E DIV. 26 Q y SF TO SUPPLY 2 U 4 AIR FAN U) 2 VFD -4 X I . ,, Z U 00 O CY z D O co F O RRF RETURN /RELIEF AR FAN SD DM 04 -DO -6 0 U w P-4 O L' 611 MD RELIEF AIR 14 PAMPER z z 03 —DI -8 208/60/3 8 F POWER FUSE RRF RAF .IMF E SEE DIV 26. 208V 5 AIR FAN o T t TRANSFORMER — 20V (WHERE REQ.) Protect Number MOTORIZED 24VAC -C DM MD DAMPER Plan Seree FROM CONTROLLER OPERATOR I H \ Property Plumber _....- I LOCAL PILOT 595 -9995 0.3 -DO -2 R • C Sheet Title: I A O.L.'S MECHANICAL I______L______J CONTACTOR WITH STARTER AUX. CONTACTS CONTROLS R SEE DIV. 26 - �SAFTIES RELAY SRi -2 RELIEF AIR FAN RRF -5 Sheet M 1607 SWITCH FURNISHED WITH CHILLER INSTALLED BY DIVISION 23 WIRED AND TERMINATED BY DIVISION CHILLED WATER CONTROL DIAGRAM_ SCALE_ NONE 160 I I I I I �i^ i -.r✓^ r✓^ rrrrr- �✓ r -.^i —rte DDC CONTROLLER 05 CONTROLLER TYPE: HONEYWELL WEB JACE 2AX WITH 10 MODULES LOCATION: BOILER ROOM 303 N0, POINT DESCRIPTION POINT TYPE DEVICE TYPE MANUFACTURER PART NUMBER OIATAL WIJIS (WHERE REQ.) FROM I 1 BOILER 1 ALARM DI BOILER ALARM CONTACT RIB RIBUIC 2 BOILER 2 ALARM DI BOILER ALARM CONTACT RIB RIBUIC 3 PUMP HWP -1 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 4 PUMP HWP -2 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 5 CHILLER STATUS ALARM DI CHILLER ALARM CONTACT RIB RIBUIC 5 PUMP CHWP -1 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 7 PUMP CHWP -2 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 8 PUMP BCP -1 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 9 PUMP BCP -2 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 10 PUMP GLYCOL MAKE -UP UNIT LOW LEVEL ALARM DI RELAY RIB RIBUIC II EXHAUST FAN EF -2 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 12 UNIT HEATER UH -1 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 13 VENT FAN VF -1 STATUS D1 CURRENT TRANSDUCER HAWKEYE H -908 14 DI ANALOG (PUTS 1 HWS SYSTEM TEMPERATURE Al WATER TEMPERATURE SENSOR HONEYWELL 1704112001, 50001774 -001 2 HWR SYSTEM TEMPERATURE Al WATER TEMPERATURE SENSOR HONEYWELL 17041/2001 50001774 -001 3 BOILER 1 HWS SYSTEM TEMPERATURE Al WATER TEMPERATURE SENSOR HONEYWELL I C7041D2001, 50001774 -001 4 BOILER 2 HWS SYSTEM TEMPERATURE Al WATER TEMPERATURE SENSOR HONEYWELL C7041D2001 50001774 -001 5 CHWS TEMPERATURE Al WATER TEMPERATURE SENSOR HONEYWELL C7041D2001, 50001774 -001 6 CHWR TEMPERATURE Al WATER TEMPERATURE SENSOR HONEYWELL C7041D2001, 50001774 - 001 7 BOILER ROOM SPACE TEMPERATURE At SPACE TEMPERATURE SENSOR HONEYWELL T7770CIO44 8 OUTSIDE AIR TEMPERATURE Al OUTSIDE AIR TEMP. SENSOR HONEYWELL C70411`2006 9 Al 10 Al DIGITAL OIITPUIS 1 BOILER 1 ENABLE DISABLE C0 RELAY RIB RIBUIC 2 BOILER 2 ENABLE DISABLE Do RELAY RIB RIBUIC 3 PUMP HWP -1 ENABLE DISABLE Do RELAY RIB RIBUIC 4 PUMP HWP -2 ENABLE DISABLE DO RELAY RIB RIBUIC 5 PUMP BCP -1 ENABLE DISABLE Do RELAY RIB RIBUIC 6 PUMP BCP -2 ENABLE DISABLE Do RELAY RIB RIBUIC 7 UNIT HEATER HW CONTROL VALVE CV -H11 OPEN CLOSE Do CONTROL VALVE WITH ACTUATOR HONEYWELL SEE CONTROL VALVE SCHEDULE 8 CHILLER ENABLE DISABLE DO RELAY RIB RIBUIC 9 PUMP CHWP -I START STOP DO RELAY RIBB RIBUIC 10 PUMP CHWP -2 START STOP DO RELAY RIB RIBUIC n EXHAUST FAN EF -2 START STOP Do RELAY RIB RIBUIC, MS8105AXXXX 12 UNIT HEATER UH -1 START STOP Do RELAY RIB RIBUIC 13 VENT FAN VT -1 START STOP DO CONTACTOR 14 _ DO 15 CO ANALOG OUTPUTS 1 HEATING WATER SYS TEM CONTROL VALVE CV -H -5 AD CONTROL VALVE WITH ACTUATOR HONEYWELL SEE CONTROL VALVE SCHEDULE 2 _ AO 3 _ AO I DIRECT DIGITAL CONTROLLERS QUANTITY AS REQUIRED 1•.. �� 1�. - .. ✓�{ INSTALL IN ATC PANEL OS l SEE DRAWING 3/M1602 05 -DI -J 208/60/3 POWER t--------- FUSE F - O.L.'S H�W CHILLEC WATER SEE DIV. PUMP 26 208V TRANSFORMER FROMCCONTROLLERI -C I 20V (WHERE REQ.) LOCAL PILOT 05 -QO -10 R C I I L CONTACTOR WITH STARTER AUX. CONTACTS SEE DIV. 26 1 i 05 -DI -6 208/61/3 POWER FUSE CH � CHILLED WATER PUMP SEE DIV 208V - 26 r - - -- CT - 1 -- TRANSFORMER I CONTROLLER_ 20U (WHERE REQ.) FROM I H L OS -DO -9 R 0• C I LOCAL PILOT A L_______ O. L'S _______ CONTACTOR WITH STARTER AUX. CONTACTS SEE DIV. 26 stamp �D F 5 �� 4765 l N � 9T F OF y�$� 9PRy 0 3 n-1. 2 0o a re W w LU Z U) W O U OV M W �o Y � Q w ¢� �n -2 w 00 0 w w >- o m h F O � � o U x �Va o x � H F �D WO o - z , a '3 � r✓ m Project Number: Plan Series. Property Number - 595 -9995 Sheet Title: CHILLED WATER CONTROL DIAGRAM Sheet' M 1608 -- -- --------- - ---I} I I I I I I I I I - I i i a I I I I + I I I I 1 s s I I I I I I I I I I I I I I I I I s - ------------- CHWR ---------------- + ------------------ CHWR ------ -- - -- f -------- ---- -- CHWR - - I� - - I a 0 F R R 3 CV -H1 CONTROL VALVE r HWR+ - HC HEATING COIL 1 5 AHU AIR HANDLING 1 UNIT ------------------ -- - -HA I I ( I I I # - HWR------ - --------- - - - - -- I I I I I H'WS I I — HWR WS . --HWR T i (ul I I I FROM EMERGENCY BCP BOILER I o FROM EMERGENCY BCP BOILER I o BOILER AND WATER 2 "' I BOILER AND WATER IYUMP HEATER SHUT -DOWN I HEATER SHUT -DOWN PUMP RELAY ----------- HWR — WS RELAY — HWR FLUE FL � I UE I UE I HIGHS LIMIT IU TYP. i HL I S 05 -AI -4 HL 0o 1- -+t H (05 -DI -2 Lw o 4 05 -DI -1 wC 05-DO -2 � 05 -DO -1 MANUAL RESET FS f5 LOW WATER FLOW SWITCH MECHANICAL CUT - OFF_ TYP GAS TRAIN u (TYP.) KHh�, GAS BOON F' -UDR BOILER 2 TO VAV TERMINAL ---- HWR--- 4 -- - -+} BOX HW CCf S }— r_HWS� {------ - - -- -- --- - - --- i -------- HWR - - - -- - -- --+ � --- - - - - -- HWR - - - -- -KH - - -- - + +---------- - - --- T I I I I I Hwy HWS I I I I I I I I I I I I I I I I I I I I I I 04 -AO -2 I 03 -AU -2 I � 02 -AO -2 I I Oi -A0 -2 CV -H4 CV -H3 CV -H2 G� I I S9 I I I I I I I I I s s I I I I I rl I I I I T BOILER 1 ET EXP ANSION TANK GMU GLYCOL 2 — 1 MAKE -UP UNIT HEATING WATER CONTROL DIAGRAM SCALE: NONE NOTE: SEE DRAWING M1609 FOR ATC PANEL 5. 05 -DO -7 CV -H17 CONTROL VALVE fi -- ---- - - - I 1 I 1 I 1 — AQUASTAT I I UH UNIT HEATER I 1 I i I ------- - - - --- _J ---- HwR - - - --- i HWP HEATING ( /''w , 7') HEATING 22 WATER PUMP � WATER PUMP 208/60/3 POWER - SEE DIV. FUSE 208V f 26 T t^^! I FROMCCONTROLLERI 120V _I H Os -DO -4 R - 0• C I A G. L.' S - L-- -------- STARTER SEE DIV. 26 208/60/3 POWER - SEE DIV FUSE 208V 26 r - - -- - - CT 24VAC -C 120V FROM CONTROLLER H OS -DO -6 R 0 A 0 - 'S L ---- - - - - -- STARTER SEE DIV. 26 I 1 I I I I I I I I I I I 05 --AI -8 [ .OUTSIDE AIR TEMPERATURE SENSOR 208/60/3 OS -DI -3 HWP HEATING WATER POWER - HWP HEATING WATER 2 PUMP SEE V. FUSE 208V PUMP CT 71 26 — TRANSFORMER _ T TRANSFORMER (WHERE REQ' I (WHERE REQ.) �I FROM CONTROLLERI 20V J {1 - -LOCAL PILCT I H I LOCAL PILOT 05 -DO -3 R 0 C _T �— CONTACTOR WITH O.L.'S AUX. CONTACTS L - - - A - - - - - - - - - - CONTACTOR WITH STARTER AUX. CONTACTS SEE DIV. 26 05 -DI -5 208/6 BCP BOILER CIRCULATING POWER 0/3 208V BCP BOILER CIRCULATING 2 WATER PUMP SEE DIV. - FUSE WATER PUMP _ — TRANSFORMER 28 I � T-TRANSFORMER (WHERE REQ.) 24VAC -C I 120V (WHERE REO.) I FROM CONTROLLERI OCAL PILOT 0 H LOCAL PILOT I OS -DO -5 R I C I � CONTACTOR WITH L A O.L'S ll STARTER AUX. CONTACTS - - - - - - - S - SEE DIV. 26 CONTACTOR WITH AUX. CONTACTS Stamps. 4765 F OF 3 a 5 s N ^� h i� a 3 0-� 2 W w LLj z CD W O' o U W = c7 ¢� C , -C < w 00 o K i w D x m O O�¢� o U x o x U a F H+ h�..i WO 8 I v 0 0 Project Number: Plen Seres. Property Number 595 -9995 Sheet Title: HEATING WATER CONTROL DIAGRAM Sheet M 1609 I 2 I HC HEATING C0 4 AHU AIR HANDLING 4 UNIT I 11 I HC HEATING COIL 3 AHU AIR HANDLING 3 KNIT I I I HC HEATING COIL 2 5 AHU AIR HANDLING 2 UNIT I i r FROM CHILLED ! WATEP, SYSTEM I PRESSURE I SWITCH S 05 -AI -3 LOW WATER LIMIT SHUT DOWN PUMP ALARM -- SITE GLASS -� Toerni t 05 -AI -7 WATER PRESSURE SWITCH FURNISHED WITH GLYCOL 05 -AI -2 MAKE -UP UNIT. INSTALLED BY DIVISION 23. WIRED AND TERMINATED BY DIVISION 25. ---- - - - -v CV -H5 05 -AO -1 -�-- - H'WR----------------- AS AIR SEPARATOR ? f 1.{___ __ _ _-_____ 05 -AI -1 I i r FROM CHILLED ! WATEP, SYSTEM I PRESSURE I SWITCH S 05 -AI -3 LOW WATER LIMIT SHUT DOWN PUMP ALARM -- SITE GLASS -� Toerni t 05 -AI -7 DDC CONTROLLER 06 CONTROLLER TYPE: HONEYWELL FUL6438 QUANTITY AS REQUIRED LOCATION: STORAGE ROOM 138 NO_ POINT DESORPTION POINT TY 1 DEVICE TYPE � MANUr ACTURER �__- PART NUMBER WTAL WUTS E R E Z EXHAUST FAN PILOT LIGHT - - - - -- - 1 CABINET HEATER CH -4 STATUS _� 01 CURRENT TRANSDUCER HAWKEYE H -908 2 CABINET HEATER CH -5 STATUS DI CURRENT TRANSD _ HA WKEYE H -908 3 1 SPARE DI -DI -11 _ 4 1 SPAR DI - - 24VAC -C C - FROM CONTROLLER 1A, ANALOG BWUTS 1 CABINET HEATER CH -i SPACE TEMPERATURE SENSOR i CABINET HEATER CH -4 SPACE TEMPERATURE SENSOR At SPACE TEMPERATURE SENSOR HONEYWELL T7770A2004 2 CABINET HEATER CH 5 SPACE TEMPERATURE SENSOR AI SPACE TEMPERATURE SENSOR HONEYWEL T7770A2004 3 SPARE CABINET HEATER CH -3 SPACE TEMPERATURE SENSOR At SPACE TEMPERATURE SENSOR - 4 SPARE At - - - 4 SPARE At I CABINET H EATER C H -i START STOP WTAL OUTPUTS RIB RIBUIC 2 CABINET HEATER HW CONTROL VALVE CV -H6 OPEN 1 CABINET HEATER CH -4 START STOP DO RELAY RIB RIBUIC 2 CABINET HEATER CH -5 START STOP DO RELAY RIB RIBUIC 3 CABINET HEATER HW CONTROL VALVE CV -H9 OPEN DO RELAY RIB RIBUIC 4 CABINET HEATER HW CONTROL VALVE CV -H9 CLOSED DO RELAY RIB RIBUIC 5 CABINET HEATER HW CONTROL VALVE CV -H10 OPEN DO RELAY RIB RIBUIC 6 CABINET HEATER HW CONTROL VALVE CV -H10 CLOSED DO RELAY RIB RIBUIC 7 SPARE DO - - - 8 SPARE DO - - - AD 8 SPARE DO - - ANALOG OUTPUTS SPARE AD - - - 2 I SPARE AO - - - AO - AO _ 2 DIRECT DIGITAL CONTROLLER QUANTITY AS REQUIRED INSTALL IN ATC PANEL 06 SEE DRAWING 2/MI602 EE E XHAUST FAN 2 VENTILATION AIR - 1 C RETURN AIR NO, POINT DESCRIPTION WALL MOUNTED DEVICE TYPE MANUFACTURER SWITCH DWAL iFUTS E R E Z EXHAUST FAN PILOT LIGHT - - - - -- - DI r- --- CABINET HEATER CH -2 STATUS DI - I N —rATC PANEL SEPARATE FROM \ 120/60/ 1 2 R CONTROLLERS AND CONTACTORS POWER 1- H 1 BY DIVISION 25 i I �� ✓� � 1 X 05 SEE DIV - - H H -DI -11 26 00. CT A - ' °s----- / V ! HAND -OFF -AUTO - - - - -J N ATC PANEL FACE 24VAC -C C - FROM CONTROLLER 1A, EXHAUST FAN EF -2 CONTROL DI SCAT F NONE Stamps DDC CONTROLLER 07 CONTROLLER TYPE: HONEYWELL PUL6438 QUANTITY AS REQUIRED LOCATION: ELECTRIC ROOM 116 NO, POINT DESCRIPTION F1YPE DEVICE TYPE MANUFACTURER PART NUMBER DWAL iFUTS TEMPERATURE 1 CABINET HEATER CH -1 STATUS DI 1 CABINET HEATER CH -2 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 2 CABINET HEATER CH -3 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 3 SPARE DI -- 4 SPARE DI - - 1 CABINET HEATER CH -i SPACE TEMPERATURE SENSOR At ANALOG Yf M T7770A2004 2 SPARE aI 1 CABINET HEATER CH -2 SPACE TEMPERATURE SENSOR At SPACE TEMPERATURE SENSOR HONEYWELL T7770A2004 2 CABINET HEATER CH -3 SPACE TEMPERATURE SENSOR At SPACE TEMPERATURE SENSOR HONEYWELL T777OA2004 3 SPARE At - - 4 SPARE At I CABINET H EATER C H -i START STOP - RELAY RIB RIBUIC 2 CABINET HEATER HW CONTROL VALVE CV -H6 OPEN DO DWAL GUTPMTS RIBUIC 3 CABINET HEATER HW CONTROL VALVE CV -H6 CLOSED DO RELAY CABINET HEATER CH -2 START STOP DO RELAY RIB RIBUIC 2 1 CABINET HEATER CH -3 START STOP DO RELAY RIB RIBUIC 3 CABINET HEATER HW CONTROL VALVE CV -H7 OPEN DO RELAY RIB RIBUIC 4 CABINET HEATER HW CONTROL VALVE CV -H7 CLOSED DO RELAY RIB RIBUIC 5 CABINET HEATER HW CONTRCL VALVE CV -H8 OPEN DO RELAY RIB RIBUIC 6 CABINET HEATER HW CONTROL VALVE CV -H8 CLOSED DO RELAY RIB RIBUIC 7 SPARE DO AD 8 SPARE DO - - - ANALOG OUTPMiS t SPA AO - - _ 2 `;PARE - ao DIRECT DIGITAL CONTROLLER QUANTITY AS REQUIRED INSTALL IN ATC PANEL 07 SEE DRAWING 2/M1602 DDC CONTROLLER 08 CONTROLLER TYPE: HONEY P UL6438 QUANTITY AS REQUIRED LOCATION: FIRE RISER 159 NO. POINT DESCRIPTION POINT TY PE DEVICE TYPE MANUFACTURER PART NUMBER OWAL 9PU15 TEMPERATURE TEMPERATURE 1 CABINET HEATER CH -1 STATUS DI CURRENT TRANSDUCER HAWKEYE H -908 2 SPARE DI - - 3 SPARE DI - - - ANALOG II M 1 CABINET HEATER CH -i SPACE TEMPERATURE SENSOR At SPACE TEMPERATURE SENSOR HONEYWELL T7770A2004 2 SPARE aI - 3 SPARE At MOTAL OUTPUTS I CABINET H EATER C H -i START STOP DO RELAY RIB RIBUIC 2 CABINET HEATER HW CONTROL VALVE CV -H6 OPEN DO RELAY RIB RIBUIC 3 CABINET HEATER HW CONTROL VALVE CV -H6 CLOSED DO RELAY RIB RIBUIC 4 SPARE DO - - _ - 5 SPARE 00 - - - ANALOG WiPUis SPARE AD - - - 2 SPARE - AD DIRECT DIGITAL CONTROLLER QUANTITY AS REQUIRED INSTALL IN ATC PANEL 08 SEE DRAWING 2 IM1602 cy -H6 CH cV -H7 CH cv -H8 CH 08� CO / 0?j / 2 07 -DO -5 08 -DO -3 O7 -DO -4 07 -DO -6 ~� CV -H9 CH CV-H10 DH J 06 -00 -3 4 06 -DO -5 5 � " -�• O6 -DO -4 D6 -DO -6 J 1 i 120 VOLT SEE DIVISION 26 CH -1 08 -DI -1 CH-2(07-DI-1 J J CH-3C07-DI - M CH-4(06-DI-1 O.L. BY CH -5 O6 -DI -2 DIV, 26 1 . CABINET HEATER 24 VAC -C FROM R 24 VAC -C FROM R CONTROLLER CONTROLLER 08 -DO -i CH -1 07 -DO -i CH -2 S 08 -AI -1 S 07 -AI -i SPACE CH -1 SPACE CH -2 TEMPERATURE TEMPERATURE 24 VAC -C FROM R CONTROLLER 06 -DO -1 R CH -4 s o6 -A1 -1 SPACE CH -4 TEMPERATURE 24 VAC -C FROM R CONTROLLER 07 -DO -2 CH -3 S 07-AI-2 SPACE CH -3 TEMPERATURE- 24 VAC -C FROM R CONTROLLER O6 -DO -2 CH -5 S 06 -AI -Z SPACE CH -5 TEMPERATURE CABINET HEATER CONTROL DIAGRAM 5 TYPICAL OF CH -1, CH -2, CH -3, CH -4 AND CH - 5 ' I610 CONNECT IN SERIES WITH 801LER B -1 CONTROL POWER CIRCUIT I ABEL SWITCH RELAY IN I I ° EMERGENCY ATC REI_A'( PANE;_ I 3SR -1 BOILER SHUTDOWN ° L— 120V 1 BSR - -2 CONNECT IN SERIES WITH L _ BCH-ER B - -2 CONTROL WALL MOUNTED POWER CIRCUIT PILOT LIGHTED SWITCH. LOCATE AT EACH EXIT FROM BOILER ROOM BSR - -3 CONNECT IN SERIES WITH DOMESTIC WATER HEATER WH -1 CONTROL POWER CIRCUIT °L 0 v; EMERGENCY BOILER AND WATER HEATER SHUTDOWN SWITCH M1610 PRESSURE SWITCH FURNISHED WITH GLYCOL MAKEUP UNIT WIRING, CONDUIT AND TERMINATION BY DIV. 25 N � N 120/601 P OWER SEE DI . 26 AIR SEPARA AIR SEPARATOR CHWR HWS TO EXPANSION TANK " TO EXPANSION TANK WIRING, CONDUIT AND TERMINATION BY DIV. 25 —S 'LENOID VALVE PROVIDED WITH UNIT, �— PUMP, INLET PIPING, STAND, TANK, PROVIDED AS PART OF UNIT, CONTROL PANEL PROVIDED W/ UNIT ON /OFF OS -DI -7 LOW LEVEL ALARM WiRING, CONDUIT AND TERMINATION BY DIV, 26 TANK s LOW LEVEL SWITCH PROVIDED W/ UNIT — " IT GMU -1 CONTROL DIAGRAM T 1 VF VENTILATION FAN VENTILATION AIR �OOUTSIDE AIR ^� a 1 1 F PILOT LIGHT VENTILATION FAN -- _-- ______ �— N --y-ATC PANEL SEPARATE FROM 20/60/1 R 1 ? CONTROLLERS AND CONTACTORS l BY DIVIS H ION 25 POWER SEE DIV. ? 1 H H 05 -DI -13 I ' ✓� 26 I 0 CT ` J �_A�I 24VAC -C HAND -OFF -AUTO FROM CONTROLLER 1 IN ATC PANEL FACE �� >0 O5 -DO-13 NTILATION FAN VF - CONTRni nIAC.RAM 4765 ?q p VE�G 3 c��.} 2ooce iI W W of z W O U W� Lu c0 Y Q w¢ CD Icy wEE 4 x o-� 2w 00 6 j w 0 m o z O o x CL U v� W F F �D WO F� a w n o � U U 0 n c Project Number: Plan Series Property Number 595 -9995 Sheet Title MECHANICAL CONTROLS Sheet M1610 � MAINTAIN A MIN. OF 6FT. II CLEARI^IORKIM65PACE IN III FRONT OF 5WITGHBOARD METERING. POWER C.0- TRANSFORMER EC. SHALL GAR"FI,LLY COORDINATE SIZE OF TRANSFORMER TO I MEET — ❑ SWITGFEOARD METERING AND DISTRIBJTION DESIGNED CLEARANCES. INFORM EQUIPMENT SEE ONE LINE DIAGRAM. ARCHITECT OF ANY CONFLICT. GF1 1 1 \ I 1 \ I Imov v1 \ \ NP CFI �5B -9 ) PANEL-"58" � -4 48" PRIN LANDSCAPE 5KLE CONTRO NTROLLER 0 115V VERIFY EXALT PLACEMENT IN THI5 BLDG. 5EE DETAIL THIS 511T. ENLARC-�E17 CHILLER `f ARD 5GALE: V8 " =1' -O EXSTIN6 REMARK MARIAN AVE. _----- ______________ _________ ___--------- _�- _= _________ - -- - - -- ----------------------------- --- ---- ---- -------------------------------------- - -------- -- ------ ------ --- --! -PVC 2-W ------------------ _ — — _ -± GROUND (P) - TY I! 41 I I. l ii F20 (TYPICAL) II v I \ I, I I 17 � r / w Y-j O r POLE LI6HT - SEE SCHEDULE x U x � Q WA a o aL _ ' ORIENT FIXTURE TO F w / s � II ROOF DRAIN (TYPICAL) - EEEE r II I ✓ I I I F20 (TYPICAL) 1 \ G -2T I � j I I I / APPROX LOCATION OF --' MAIN PANEL - "M" (SEE P01 R15ER) B YU —IDAHO 8th STAKE CENTER -.ter BUILDING �APPROX LOCATION OF MAIN TEL. BOARD UPPER FLOOR (SEE FLOORPLAN SHEETS) 3/4 "C. 2x10 -\ u \ 1 -- 77 7 7 -7 7 1 ) I I C - 40 I � — 3/4 "G. 2x11 ;—y "PVG2#10 �I � ' +GROUND (nP) -- _ - -__ — - - �-- —�.� 1---, —_ —_ --- —.._.� I "G., R/G2 x10 F20 (TYPICAL) II i ELECTRICAL. 517F- PLAN _ N SCALE I " =30' -O 2 t — - 4 - rt I ROOF DRAIN HEAT TRACE NOTES: INSTALL HEAT TAPE IN DOWN SPOUTS TO END PER MANUFACTURER'S ❑i INSTALLATION INSTRUCTIONS. E CREATE A DRIP LOOP AT GUTTER OPENING AND /OR TO DRY WELL INSTALL HEAT TAPE ON LOWER ROOF TO LOWER GUTTER. �3 ROUTE HEAT TAPE CIRCUITS THROUGH CONTACTOR LOCATED IN ELECTRICAL ROOM. HEAT TAPE TO BE WIRED WITH #10 CONDUCTORS. E INSTALL HEAT TAPE 6" O.C. SPIRAL AROUND EACH ROOF DRAIN 24" DIAMETER THEN DOWN THROUGH DOWNSPOUT. 6❑ REFER TO ARCHITECTUAL BUILDING ELEVATIONS FOR EXACT CABLE LENGTH. GUTTER TAPE SHALL BE SUCH AS RAYCHEM GM -1XT, SELF REGULATING HEAT TAPE. E.C. SHALL PROVIDE AND INSTALL ALL REQUIRED CONNECTORS, TERMINAL KITS, END CAPS HANGERS, STRAPS ETC. FOR A COMPLETE INSTALLATION ACCORDING TO MANUFACTURER'S INSTALLATION GUIDELINES. KEY NOTES (1 CIRCUIT VIA OUTSIDE LIGHTING OONITROL5. 5EE DETAIL ON SHEET E13. `✓ 4" UNDERGROUND PVG TELEPHONE SERVICE ENTRANCE CONDUIT WITH PULL CORP. VERIFY EXACT ROUTINE, LOCATION, DEPTH, AND TERMINATION POINT WITH LOCAL TELEPHONE COMPANY. SEE UTILITY CONTACT SCHEDULE, T14I5 5HEET. 0 SEE APPROPRIATE ARCH. 5HEET5 FOR HORK REQUIRED AT PICNIC, SHELTER. GROUND PER N.E.G. 4O PROVIDE AND INSTALL A 3 "G, 4435OMGM GU + CND FROM EACH OF TWO 300A., 3P BREAKERS IN PANEL "CH" MAKE ALL REQUIRED CONNECTIONS TO CHILLER UNIT. E.G. SHALL COORDINATE WITH MECHANICAL INSTALLER PRIOR TO ROUGH -IN. PANEL._ 'SBI 31 MAIN BRKR. 6 AMPS 51 FEED BOTTOM SURFACE CLASS - A20/208V 34 av E3 MAIN LUGS ONLY _ C3 FEED TOP 1 FLUSH LOCATION - MAKE/MODEL SO D NOOD ❑ MAIN SW. AMPS DIMENSIONS 20'x39'x5 3/4' LOAD NAME AD m ARK OA R Z rn. ws er LOAD NAME WATTS 2100 1850 1000 TOTAL LOAD /PHASE AMPS 7.5 5 8 S.C. UNIT CAP/BKR. 0 A MPS FEEDER CONDUCTOR SIZE: 4x5 * GRND CONDUIT SIZE REMARKS: !. m " h �o k h' b Q >r ca ( m w � o SPECIAL NOTE: These plans have been prepared without utility company cou nents. The contractor shall verify the exact requirements for the electric and telephone services with the utility company representatives and provide all work and pay all costs for complete and operating systems, as directed by the governing utilities. See Witty contact schedule, this 5M. 4 " SQUARE SURFACE "J° BOX HITH COVER -� CONDUIT AND WtRINB BY OTHERS � , � SPRINKLER CONTROLLER BY orHERs 1 FLUSH MOUNT LOCKABLE RAINTIEHT BOX FOR REMOTE i CONTROL. USE SQUARE "D" I 00200TR EK61-05URE ONLY. MOUNT AT 40 ". CONDUIT 4 "x4'xO' SURFACE MOUNT WIRING 6UTTER AT 24" HEIGHT SEE DETAIL TH15 SHEET (TYPIGAL) THO EACH 2' COMMIT AT IS" DEPTH OUT 36" FROM BUILDING U5E 511EEP ELBOW5 5PR1NKLER CONTROLLER DF - NO 56ALE: (TYP OF TWO) F20 (TYPIGAL) I 1 ' I I � PRIMARY 5ERVIGE BY POWER GOMPANY. EC. SHALL COORDINATE jl �I I II II PICNIC Sr4EL %ER II 5B-3, ' T it 1 �\ 05ED PAD MOUNT ! TRAN5FORMER LOCATION 1 HITGHBOARD METERING AND D15T. BY EC, PER COMPANY. SEE ONE - LINE DIAGRAM. UTILITY GONTAGTS ELECTRICAL UTAH POKER CO. REXBIR6, ID (208) 357 -1935 _ — DENNI5 Hl1FFMAN 5EE ENLARGED PLAN, THI5 5HEET TELEPHONE FOR ADDITIONAL INFORMATION QUEST P.O. BOX 50100 1415 NO, BOULEVARD IDAHO FALLS, D. &3405 (2081 525 -4261 DO)6 LE5PERANGE W Z W W r` vJ 00 i m w N W x mC Ui G Q L d� 5 o w w z 0 U JOB # 0616 $ g1ONAL r � — BTFq�,o�� � - Inc. sHeee 107 So. IM Ave. E 1 00 Pocatello, 83201 j DD FI? Idaho tel (208) 232 -4439 fax (208) 232 -1435 w Y-j O POLE LI6HT - SEE SCHEDULE x U x � Q WA a o aL _ ' ORIENT FIXTURE TO F w HINGE DOWN INTO W O a m PARKING LOT z HINGE BA5E POLE WITH DOVER SEE D�MEwsloN Ip Iql III IIII - FINISH GRADE �• . III l - 5EE PLAN FOR CONDUIT 'L)% <i — III III_ ��AND WIRE SIZE um Project Number. 1 "T 1 0822 85 1153 _III III i Pl an Senea I�- ' 595 -9995 Sheet Title: _ SEE ARCHITECTS DRAWINGS FOR POLE BASE DETAILS ELECTRICAL SITE PLAN 7 1 XTURE YOUNTI NC DE7A I L scu.e: rae JOB # 0616 $ g1ONAL r � — BTFq�,o�� � - Inc. sHeee 107 So. IM Ave. E 1 00 Pocatello, 83201 j DD FI? Idaho tel (208) 232 -4439 fax (208) 232 -1435 5AG PR 147 I t I C - i FIR FIR 1 NOTE 7 C -7,9 11 1,3,5 —3 NOT E 7 F1 TO ELU -2 NOTE 10 m m 0 N q � Iw I � O 0 z I W W ui ui Z ~ U W ~0 Y �O 4 t� j O Q � 2 W O K W D x O m F18 F1B LOWER LEVEL PLAN - LIGHTING _ N SCALE: 1/8" = 1' -0" NOTE 7 NOTES 1. FINAL LOCATION OF LIGHT FIXTURES SHALL BE AS SHOWN ON REFLECTED CEILING PLAN, SHEET A4.1_ 2. LOWER,. CASE LETTERS ON OR NEAR FIXTURES INDICATE CONTROLLING S'WTCHES. SWITCH LEG NOT SHOWN. 3. FIXTURE TO BE ON CONTINUOUSLY (NOT SWITCHED). 4, SEE ARCHITECTURAL DETAIL "D" ON SHEET A4.2 FOR MOUNTING OF LIGHTS IN CEILING. 5, LIGHT FIXTURES IN CULTURAL CENTER TO BE CONTROLLED BY TWO SWITCHES, TWO OUTSIDE LAMPS AND TWO INSIDE LAMPS ON EACH. 6. PROVIDE SUFFICIENT BOX DEPTH AND CORRECT PLASTER RING TO ACCOMMODATE ACTUAL RELAY UNIT AND OCCUPANCY SENSOR INSTALLED. ALSO PROVIDE PROPER SEPARATION OF 120V AND CLASS 2 WIRING AS NECESSARY IN ACCORDANCE WITH N.E.C. SET SENSITIVITY AND TIME DELAY OF SENSOR AT MAXIMUM. OB a 0676 g g \ONAI c� STf Inc Sheet: � PAYN E pj tlp=g 7 O P 15th � +cr � — � Lon�s Rrq n ,' 1 �•Z Po Id `�. 18th Ave. O T O Pocatello, crta H3201 T �D FPS tel (2081 232 -4439 Fax (208) 232 -1435 7. CIRCUIT THROUGH TIME SWITCH AND PHOTO CELL. SEE EXTERIOR LIGHTING CONTROL DIAGRAM SHEET F O E302. 0622 -85 -1153 8. NOTE NOT USED. O 9. SEE CHAPEL LIGHT SWITCH COVER PLATE DETAIL ON THIS SHEET. s a x x vvj"' H h � � 10. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING LOCATIONS W O OF HEADS. SEE SPECIFICATIONS. Sheet Title. LOWER LEVEL 11. CONNECT RECESSED F13 FIXTURE IN CULTURAL HALL TO SLIDE I { I DIMMER SWITCH e AND +. LIGHTING PLAN 12. SLIDE DIMMERS ARE FOR CONTROL OF ANTE PROCENIUM AND 7. CIRCUIT THROUGH TIME SWITCH AND PHOTO CELL. SEE EXTERIOR LIGHTING CONTROL DIAGRAM SHEET P roject Number. E302. 0622 -85 -1153 8. NOTE NOT USED. Plan Series: 9. SEE CHAPEL LIGHT SWITCH COVER PLATE DETAIL ON THIS SHEET. Property Number: 595 - 9995 10. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING LOCATIONS OF HEADS. SEE SPECIFICATIONS. Sheet Title. LOWER LEVEL 11. CONNECT RECESSED F13 FIXTURE IN CULTURAL HALL TO SLIDE DIMMER SWITCH e AND +. LIGHTING PLAN 12. SLIDE DIMMERS ARE FOR CONTROL OF ANTE PROCENIUM AND PLATFORM TRAC LIGHTING. INSTALL SLIDE DIMMERS IN 12 "X14 "x4" RECESSED BOX WITH HINGED AND LOCKABLE COVERS. ELECTRICAL SYMBOLS TOIL 212 NOTE: ALL SYMBOLS MAY NOT BE USED FLUORESCENT FIXTURE (TYP.) �Y -7�+ �� _.:y C -'"' _ _ 7 ® FLUORESCENT FIXT. WITH EMERGENCY BATTERY PACK �.. - ", i FS (TYP) o (B P) F7 7 r ( ,) "r L WALL MOUNTED EXIT SIGN (SINGLE FACE) l �.,- {7 �� h 5208 (TIP).` E F <r :----- '�' "'. rl� a.'-� 5i= Y-- •"" lT`_"""` a II':�i `cs' c WALL MOUNTED EXIT SIGN !' F EN -F& �. Fg DOWN T °j F8 - ROOM ROOM �`` (DOUBLE FACE) F8 204 GQ y `{� _ ;i F5 f' ROAM '`. 210 211 r - s Fe F6 d F6 d F6 `a a O SURFACE OR PENDANT MOUNTED FIXTURE OFFIGEGL RK SWITCH 213 {l "+ 205 Fey t $•" ,_.1'1 s. 'F9 - _ 1 F6 6 6 y41 r o a a WALL MOUNTED FIXTURE - -�" I I FIXTURE E S RE SYMBOL 11 Y -_ _-. ;.. 1t._, i, r,___ �,_',_ J� , 1L,.�. - TE 3 15� RELIEF 50GIETY RELIEF `_OGIETI' ;y,� ...FTYP) y T FB F2 I NOTE 0 LIGHT TRACK - - i NO F12 �- s, ....w_ - 214 7215 7 P F12 S SINGLE POLE SWITCH 8 -, ( ) (TYP) WRR G -3 F6 d d F6 S2 TWO POLE SWITCH )� ,.._r _ - .�.7 :< `:-_ -. �.vS�.s- 208L v- �.,_ -``'._ ;' TYP F6 F6 b b '' j�11 fy- F c ' O 4 3 -WAY SWITCH �.;f i al < y. __... _. ,. "�,�..,�. )S G-7 W � S 7 F8 ( S 4 -WAY SWITCH rk...._ - `' - � OFFIGEf f - SO DIMMER SWITCH T T i SF EXHAUST FAN TIMER SWITCH 1 F8 203 �1 F8 F7 DDOW � ) � � �� � � ) � � I F8 ROO ROOM I!� FS G -57 ,., ' . ETC TIME SWITCH AND LIGHTING CONTACTOR T TIME SWITCH ..I 6: [�.,, ;j a a a , 30 �` �, �,_, _ F8 r p� S �.. ... _ NOTE 10 b b b ._.... FOYER ! i1 r� 4� 202 201 G -1,3 hj ^r F 4 p� �I ROOM' F7 t� a SP PILOT SWITCH 1 I G -22 SL LIGHTED TOGGLE SWITCH �'' -u 4 OWN TO 54 FS D it 219 21'( GOATS NOTE 4 SM MANUAL STARTER WITH OVERLOAD RELAY . STAIR TURE ! 2' FS e e e e 75TAI {f b �`• 216 $"�$�$'$ °$ "$` 2531 F8 F7 220 ® L _5 � 5 O UNCTION BOX 2 SEE ARCHITECTUAL - -� D -9,11 O a a a a .� ,) �_ 5 -i.( } �-F7 r (TYP O ® SPECIAL RECEPTACLE OUTLET F2 F � -16 ® F22 - F22 i F9 ' F DOWN T01 _ ( ) STOR, RECEPTACLE A521 Q DUPLEX RECEPTACLE OUTLET (TYP) b STOR SWITCH a r 1 219 i_ - -- - -._ O,_ b b TYP �Q SPLIT WIRED DUPLEX RECEPTACLE OUTLET TYP <.;:L..,.., ._..� -., ..:_.., MOTHERS', f ) _ - -_ 7 WP Q� WEATHERPROOF GFCI DUPLEX F`' a F1 ° r 3 22 - -- - - b Ft 5 1 -F2 GFCI RECEPTACLE OUTLET NOTE 11 - -NOTE 12 F13 -t '"` ' -`"'"` k 252 "' _ __ ___ ' ( ) ' - - -._ r� -. "; ri i, a a o a ik$�$�} '% -- „ mr- - NOTE' 1 GFCI QD GFCI DUPLEX RECEPTACLE s` r TYP F7 F7 t )`. N OTE 7 u OUTLET ' b b b b b b b! F4 b b I YP G -19 27 Q� EWC -- -_ G 11 �_ ( ); - 23,25 EWC RECEPTACLE ELECTRIC WATER COOLER x..21 Fi -.NOTE 12 RANGE RECEPTACLE OUTLET ° b. ) i F14 ( ) F1 ,� f ® RECEPTACLE FLOOR MOUNTED ! 3 F2 F3 F3 I _ _. . 3 �i e e F10 e e 1 1 _ -- { F3 13 G lS,t ° e 9 (TYP) FT a a (TYP) eF3 ° 1. ® MAGNETIC DOOR HOLDER OUTLET F}-'3 ° 1, g 3 U i _ c F21 { k.. b 0 b b 1 il� d GH BEOKE DETECTOR OUTLET r e P (TYP i�l 12/{72 , L �s -:. . -? i ....., EGH.25GGE55 NOTE 2,5 ]� 0 OW F 1 , b F > a -5,7 5 F L I ) C-1 PUSHBU -TON r i3 1 1 h' ✓., '-c- TYP -1 T e s NOTES 2,9 B�5 O '_ ,::_ , r c c c c �. '.' 8 ',M 0 DATA OUTLET , :I F13 _D -21 k j gF12- 1 r4, ► ,ai k LI f � I 3 ! Fi 3r TELEPHONE OUTLET a D-29 O -_ 7.29 27, ^9 '' TYP 'a'. ial d d d d v "' A 12 12 _. MOTES 2, F21 OCCUPANCY SENSOR OUTLET (T�') I' .. 6 e e p l # F F3 3 ° C, ', D-23 F3 9 (TYP) F3 f ,N, i �` I ( T Yf(} n B -9:11 I I ...,:3 3 F 0 5 B 26 28 E - i MECHANICAL EQUIPMENT SYMBOL !� �' I � , f f � f f _ ' R NOTE 1 0 2 Q' DISCONNECT SWITCH OTE 1- b ti. b _. -b - - -b ti 8 7 _ 1 (TYP)', ° ° ( ) ° ° �', _. I r., f F7 , ® MOTOR STARTER NOTE 11 `_. D 17 r _ __ .... t' :_ F22 1'�. F2 �- MALL GNTR'� h 1 T I , F13- -D- 19,21,23 F7 F7 m p MOTOR OUTLET r NOTE 72 �.. _.) D- X517 k -- 22- F29 �� 249 '; d d d _: 'r _ - I� lip dTE 1 - tll� a F I a TYP - O- -� d W LIGHTING AND POWER PANELBOARD 1 .. a }•-- •m'j:, _.. �""'°` ..,: %. >. _J. .:1 __:7 `�" (�' l._ .`' _ _ "_''-" _l ."`` ,:a•° - -:2- -® " NOTE 7 W Uj b Fi '136 ROOM NUMBER D- 13,15 ( FTYP s$$e$ F _ 256 255 4 FTYP L_I � a ul - F22 STOR STA1 5$$�.r$ ,17 '� ) ° / - BRANCH CIRCUIT CONCEALED IN r ' c c c c OWN TO • F0 •'fi' b ( ) 5AG. PREP. O _ ITCH 224 w o ROOM F5 W �` CEILING. WALL OR FLOOR ,. _ CORR, b F9' 225 a -F7 Of CONDUCTORS IF IN DIC AT E N UMB TWO FNEL DETAIL A521 i` (TYP) 241 F9 STOR 1 249 7 d d d d F 3- L -5 F� ) OATS W SEE ARCHITECTUAL L .i. TYP 1 C. 12 #12 TO - v �F10 T .._ -- F2 G SWI `HCES kc. & d v F9 246 I'i f f ( f f s -^. ___ _- 3 5 ( __ 226 - ' TYP` r TYP ,-. J °�. -a., c}P REMOTE EMERGENCY LIGHTING UNIT N SWITCH BANK 3 5 F7 c c c L -g ® EMERGENCY LIGHTING UNIT FOR REMOTE HEADS F8 1. D NOTE 10 Q R EL U -2 OFPk9E ,i� d d r d d b d. m ® WALL MOTION SENSOR SWITCH L, 243 ROOM 244 .ROOM 245 li FS OW TO f71 (TYP) 22 9 i� WA iTSTOPPER k WA -200 ,r. pp,, iD -5 (TYP) U w q • FB Fk 7 SWIT ,y - „ ..�..n- _ -r.�_, ..1 co L 7 `o , i J 6R ., ) (TYP) • W F8 52 QUIP ' 1 I O I . GORR _ -__ _. t.�- 239 ,� •I m U k 5TOR F TYP I W F8 F12- ) 1 (TYP) 235 - i�-" " 'a. F { T FFIGE - = D`18,2 `. F19 bF19 FS F8 ".', GLERK F < F � F5 I� ROOM F8 F8 FS ME NOTE 8 3 '',� F8 'I (TYP) (8YP)jti ), FB F8 - D SW!TCH TO 231 NOTE 10 241 - I F8 ... -. 232 _.- �1 .ei - _.__.. Ar r 5 F15 '..__,' v r 1 TOR 1 2551 5TOR 2 a TE 3 ESTHOOD PRIEST1i00D �' k. 7y 1 236 i•�� <` ( 229 2l F8 T i 5 .�....__,._ ROOM ROOM F7 b O 239 F8 �� F8 { FB 4 � l F9 x w U C .. DOWN TO U w S WITCH a C/� NOTES UPPER LEVEL PLAN — LIGHTING — N w o SCALE: 1/8" = V -0" L FINAL LOCATfON OF LIGHT FIXTURES SHALL BE AS SHOWN ON REFLECTED CEILING PLAN, SHEET A4.1. � 2. LOWER CASE LETTERS ON OR NEAR FIXTURES INDICATE ROSTRUM PENDANTS PEN DANTS _ ' PENDANTS _ ,ACCENT CURTAIN ,_ `- 3. FIXTURE TO BE ON N CONTINUOUSLY NOT SHOWN. O O 0 SWITCH ROSTRUM CHAPEL PENDANTS PE NDANT S PENDAN PENDANTS (NOT SWITCHED) r 4 - SEE CHAPEL LIGHT SWITCH COVER PLATE DETAIL ON THIS ENGRAVE. PLATES WITH - SHEET. LABELING AS SHOWN ! ENGRAVE PLATES WITH -, USING 1/8" HIGH LETTERS LABELING AS SHOWN 5. LIGHT FIXTURES IN CULTURAL CENTER TO BE CONTROLLED G BY TWO SWITCHES, TWO OUTSIDE LAMPS AND TWO INSIDE CJ h a AND BLACK FILL COLOR ' USING 1/8' HIGH LETTERS C - (� LAMPS ON EACH. AND BLACK FILL COLOR a 6, PROVIDE SUFFICIENT BOX DEPTH AND CORRECT PLASTER f , i I i RING TO ACCOMMODATE ACTUAL RELAY UNIT AND OCCUPANCY �I li 1 SENSOR INSTALLED. ALSO PROVIDE PROPER SEPARATION OF LIGHTS FRONT r MIDDLE ( REAR LIGHTS —� __ ___ �!_ � ! ��� 120V AND CLASS 2 WIRING AS NECESSARY IN ACCORDANCE WITH N.E SET SENSITIVITY AND TIME DELAY OF SENSOR - - ' t - I D 0 B 2 0 O' I l LIGHTS FRONT REAR MIDDLE MIDDLE FRONT Q i AT MAXIMUM. 7. PROVIDE AND INSTALL 32' OF VERTICAL LIGHTING FIXTURE. Project lWrmber: -- --- -- --- --- ---- ---- - - - -- - -- -- - -' SEE ARCHITECTURAL DETAIL. 0622$5 -1153 Rren Sevres. _ S. BOTTOM OF F3 FIXTURE IN THIS AREA TO BE 14' -0° ABOVE _ _. —� I c - . PROVIDE STEMS AS REQUIRED. Property N FINISHED FLOOR PROV umber: _ BALCONY PULPI " BATTERED WALL BATTERED _WALL ACCENT 0 0 9, BOTTOM OF F3 FIXTURE IN THIS AREA TO BE 21' -0" ABOVE 595 - 9995 PULPIT �OV_ COVE BATT W ALL PERIMETER BALCONY Til _ Sheet OVERFLOW FINISHED FLOOR. PROVIDE STEMS AS REQUIRED. UPPER LEVEL 10, BOTTOM OF F5 FIXTURE IN THIS AREA TO BE 16' -0" ABOVE LIGHTING PLAN ENGRAVE PLATES WITH FINISHED FLOOR, PROVIDE STEMS AS REQUIRED. LABELING AS SHOWN 1 ENGRAVE PLATES WITH —< USING i/8 HIGH LETTERS , C ., I LABELING AS SHOWN \ 11. PROVIDE AND INSTALL 24' -0' OF VERTICAL LIGHTING FIXTURE. f d m 1 b k I ' i USING 1 8' NIGH LETTERS A BLACK FILL COLOR i AND BLACK FILL COL OR d m b k I I I 12. REFER TO SHEET A405 DETAILS "3" & "6" FOR Fi FIXTURE _ h MOUNTING. l� I I ! � ..108 >< 0616 g \O LIGHTS RIGHT LEFT LIGHTS DOWN LIGHTS LOW HIGH - - - -L �_..__ -� g IL r 0 B Q1 0 � � � S LIGHTS RIGHT J LEFT LIGHTS LIGHTS 'I d��,6 \gTf9���. � Q 1� � a a � � Q PAYNE I a Inn Sheet. 1 101 5, IM Ave. 1' Po cUtfo, Idaho 83201 CHAPEL #1 SWITCH BANK COVER PLATE DETAIL � J O DOF �, E102 CHAPEL #2 SWITCH BANK COVER PLATE DETAIL 1(209)232 -4439 fox(208)232 -1435 NOT TO SCALE NOT TO SCALE O 5 . . . . . . -4d ^ 4 d F9k F9 MEGH. F9 - FI9 (TYP) H3-1 - .k - o F F9 9 F9 LOCATE ACCESSIBLE A— 0 .............. FIR M ACCES HATCH. LOCAt ACCESSIBLE FROM ACCESS HATCH. xl tl F9 /IJH\ 6 F /UH\ 9 cr- H4-6 HECK W Uj H2-6 F3 075 H4-8 U) F LL, "I � MEGH. - Fl 9 (TYP) Hr 302 1`19 (TYP) 61 F9 N rTE W F9, o I > H4-1 F9 LABEL "ATTIC LIGHTS".— I H2-1 '—LABEL "ATTIC LIGHTS". H 0 U) 4 < CID 1 6 rg F9 U, z w 0 co LOCATE AdCESStBLE FROM ACCESS HATCH. LOCATE ACCESSIBLE FROM ACCESS HATCH. F9 �P HI —1 U F9 F9 F9 (TYP) L. -- F19 (TYP) F9_ [j 4 o N F-74 DOWN TO FIXTURE MECH FjOl F9 F9 nF9 NOTES ALL MECHANICAL ROOM LIGHT FIXTURES SHALL BE INSTALLED AFTER ALL MECH. EQUIPMENT. ORIENT TO BEST ILLUMINATE F9 EQUIPMENT AND SPACE. III T MECH LEVEL PLAN LIGHTING N>- Poj..t_Nu.b.' SCALE: 1/8" V—O" 0622 85-1153 S.d-: Propert Number: 595-9995 Sheet Title: MECHANICAL LEVEL LIGHTING PLAN J015 0676 STE %� �PAY kic, She et: 101 So, btfi Ave 9 T f F Id e0201 E103 DD Pi 1,61 (20e) 252-4434 f- (208) 252-1455 FIRE RISE — 159 -r In M i i i (z)CATS T a : „1 P v a� OFFICE IT CLERk tsa VEST SEW I� IS 57 A /A4DI ) 101 ,( ROOM 3 OFFICE OFFICE l 1 COATS ROOM Lam' MOTHERS 1 T @ 102 104 2/A402 _ AOS 112 11 3 i ( ) ri (2)CAT IT 103 _. - ,_... 3 CATS _ _J 1 5 I 1 IT CAT5 i I- HALLWAY I.{ ppppl� „ ROOM 160 'KdUM'2J �1r' 114 `,. A 4401 !. 106 i . � (2)CAT5 + M (3)CAT5 - J BOOM STO o _ ..� - - - - -- - -� 153 52 y - COST ROOM CLERK E K O 1 09C 115 11 O i M IN OFFICE EK CC U � - P NEL "M” � F155, IT i - 4 1 k T 1 ROOM I t HOMERUN (4)cAT \ � _ s4 ORIENT Box' ELEC II 5)RG6 - MAT'L CNTR HOMER N HORIZONTALLY 1 "C (4)cnT� HOMERUN TO 161 1"C 1 FOYER 76 STAIR 6 ROOM 251M I ! (SCREEN � � 168 � ..... �. �} 1 �3 HOMERUN TO TAtR -� ROOM 25� R PAN LIC �1c STAI �p HND. CORRIDOR l SAC PREP na51 87 � 7 VEST Fl 1 u 147 STvR - - 1 78 uM c I 5.2 T 1 69 r LEAVE 5'-0" HOMERUN TO HOMERUN TO (2 M ROOM 25� ROOM 251M HOMERUN TO (2)M M OR TAIL _ a- ) T ROOM 25JM D/A40� 7 1 Q INP T I CAT5 CAT5 =. A� CAT5 TO PULPIF�. CATS CATS �— — — !. OTOR CONTROLS M �. —NOTE J. _ STOB 3/4 "- ]' IR IR IR F IT 121 L INTO ORGAN 'T, "� (3 M - TOIL - -1 D/A402 LOFT ABOVE aq K ME RUN - I HOMERUN T PLATFORM __ ! 184 170 �._ _ ,J SOCIAL :CORRIDOR SOUND RACK - I I. I CP IV (6 )M — TO M _ !. I (2)M ROOM 251 162 123 _ I II (2)RG6 +CAT a HOMERUN TO CAT5 +M ( J ! I W ET \i °C ROOM 251M SERVIN E / RG6 G Cl EE 122 ROS RUM CHAPEL I � PANEL -B �, � ' A/A402 D/A402 \ A /Aa0 HOMERUN TO - -- __ ROOM 251M �cI «- - B -B 0 1, C CAT5 HOMERUN TO 111 ROOM 25� - fi 165 's STAIR IP STOR CI O _hl — == - .3iR& FOYER° — 148 II WAITING I HOMERUN TO "C F n2 (2)CAT5 a '� (4)CAT 7 + 1 '� °• E /A451 124 145 TOIL j i FOYER iI ROOM 25M ORAGE 146 _ VEST EJAaoz ROOM I 1=9 75 2�� — 42 I. RG6 �� HOMERUN TO RG6 +RG11 I . " I ROOM 25CE a 116GREEN 3)RG6 CORRIDOR STORA EII — J I RUN TO u \ G6 ' 0 'I -I a -�.- I ROOM 25JM ROOM SYMBOL LEGEND STK. a PRE H Q �- � � n 44 (WORK ROOM IN PUT z)CnT EV E SINGLE MICROPHONE IN u 1 (3)CAT5 @ DUAL MICROPHONE INPUT I �� I - _B /A40' -- - - EK y _ _ _ MW CORRIDOR SINGLE MICROPHONE /LINE LEVEL INPUT _I? 17 �� ! Q t -- �i C i 136 (3 CAT5 E. IT INFORMATION TECHNOLOGY DATA OUTLET Ai �, ! IT G 5 i� S TORAG E EE SATELLITE TV/lADEO OUTPUT 28 ROOM ROOM Q HIGH COUNCIL - -- M ,) 27 ( M F SATELLITE TV OUTPUT �! C 40 OTHERS CAMERA INPUT 3/A402 �, " ROOM �. 0 OL SPEAKER ON /OFF SWITCH F - -RG6 STORAG ,. G A S F 133 I( ) WOMEN RG6 O V SOUND SYSTEM VOLUME CONTROL 138 _ 137 l 135 - j 1 31 CS r t„ Q� C A4 -.. �. ... SATELLITE ON /OFF VOLUME CONTROL .,..,,., � II ROOM TOIL t 1 l� I 132 SV SOUND SYSTEM SOURCE SELECT /VOLUME CONTROL L T _ A A403 CC CULTURAL CENTER AUDIO CONTROL PANEL = IR INFRARED SENSORS L SINGLE MICROPHONE INPUT /TAPE RECORD JACK �© _ E� — CP CHAPEL AUDIO CONTROL PANEL LOWER 1=LOOR PLAN — SOUND /V!DEO / IT M RG6 L CAT ROOM 9 M f / RG17 1 -1/2" CONDUIT WITH CABLES TO SATELLITE DISH LOCATION, SEE SITE PLAN AND BASE DETAIL. LEAVE 16' -0" PIGTAILS ON CABLES TO DISH. s ti 1 �. O .ra d, W W F- Lu z U uj a Nco Y mo Q wa = CD U) a� m 2 W o K i w Ir C13 O w � � 0 U x � �UQ o U x a 44 zx D C/) W o H� F d o O Project Number: 0622 -85 -1153 Plart Series Property Number 595 - 9995 Sheet Title: LOWER FLOOR PLAN - SOUND, IT, VIDEO Sheet: E104 a a l -- TOIL STOP 212 207 A/A403 OPP. x ROOM ROOM J7 LER IY CLERK � (2)CA75 zosl 206 .; .. ... 208 F 210 — � i, b + /A4011 A /A401 RG6 - ® WOMEN ,C '� ROOM RG6 CAT5 OFFI E I (I �� 211 A403 - -CATS— 20 J• 2M F RG6 ROOM ir! M � M _ te CORRIDO - ) 214 ate, V I 1. 208 �1 c i (2)CA � �2OOM PO zo2 nsoz ,i. IT (4)CAT •�� Ids f. OFFI k I 203 CORRIDOR COATS SOUND Q FP_ �( — 254 STAI[ '' F YER STOR 51 STOR STAIR` 217 257 219 168 MOTHERS ) - ". _,... .. _'"`:` =_ 252 _ > HOMERUN TO _ U RG6 +RG11 - _r-- _ = ROOM 2 _CAT5 /2" C. . T HOMERUN TO 1••C � 1 ' ROOM 25,0M 1 3 RG6+CAT� i u ) 5 I I� I I I HOMERUN TO (3)RG6 +CAT - STUB 3/4" C. III TO BOX JB AT ROOM 25� � C ETK W I NTO ORGAN W W f. N (3)CAT5 STORAGE 178. CAT5 +M I LOFT ABOVE L w - --, ::IF BALCO MECH ACCESS OVERFLOW /(2)M I HOMERUN TO Z K RG6 250 251 211 HOMERUN TO 6)M SOUND RACK O AT BALCONY `i I -- - j ROOM 251M r l W v FACE SEE H 1 - — IT A/A451 7f ELEVATION _ F ( ) M W 'S ao III I NOTE 7.---- S TO y P T �-, O CAT _ I,) i �M � - f _ S.a�IDT ROS IRUM ° Q w 7 1 •,MAT'L CN7F7 CHAP L 223 � IX U) ¢] 1 249 �, 22 )M M IX 0. Ii / max. M LU d E A401 - j X LU i ES w 2 O _ CORRIDOR _ - m J z Lu STOR STAI 1 ` = O (4)cA?s SAC PREP_- �" v 172 M 256 � � W ROOM _ 224 _ FOYER c /aaol o 247 225 w OFFICE I T4 p -� 243 y CORRIDOR COAT 407 229 o -,.ROO 1 ' } it =.-s .I C/� E•' o `244 0 RG6 o t 0 ' R00 m > (3)CAT coPP�ioo�R � Q z38 23 P E EL EQUIP_ a U r w 230 ROOM RO M C o _. _ ,. i �_ 229 22 � 0 242E �._ �� CL 1---STOR ' 1 ROOM I 23z +I O [ �� 240 239 ROOM ROOM 233 a/� v i IT CLEF AM 1 _ 237 i 2.36 F - RG6 F r ` r cars ( STOR AGE 1T 241 � = Ifi �y J l t +° �' o gym_ II __ 2 34 ,' 2)CAT5 fi m � STAIR ��' z � r, L L - -- , -_ -_ is ' -= - 231 N , Q ''. �❑ U y d r ,R o 0 0 d Project Number 0622 -85 -1153 z Plan Series U w Property Number a 595 -9995 N Sheet Title: 0 UPPER FLOOR PLAN- ° UPPER FLOOR PLAN — SOUND VIDEO IT SOUND, IT, 1 VIDEO ° o g a 0 Sheet a E105 z g a SAC PREP 147 HOMERUN TO SOUND RACK I ` Yr L- HOMERUN TO SOUND RACK ROSTRUM CHAPEL 149 150 LA A/A404 STOR 148 FE 11 L FIRE RISES® 59— OFFICE CL K VEST 158 SE NG w 156 1 17 A /A401 1 01 1 r bl t /A o t 1� I COATS it ROOM RE m 2 a �` MO 102 =1 L ' 03 B L� t 1 ( Ili T ., _ _: — SV II HALLWAY ri 1r� CORRIDOR (2) OFFICE 155 AITING 145 STK. PF 144 ROOM # 1 I t54 (2) I FOYER 1 161 -- — V I 1 (2) — HOMERUNITO SOUND RICK ND RAQK _ T-- 7 � I { V I HOMERUN T SOUND RACK B B B B B B B B B SOCIAB I 162 I j TOIL FOYER 46 /A402 - O I 139 ® I SOUND RACK I B I (2)B M I J V s B WORK R OM ; 1 41 __. 8/A401 C .. ,. ...... II GUST O 1 09 U HOMERUN TO SOUND RACK STORAGE 76 STAIR �__�__� 7 ND. STAI ROOM 4 R OOM 115 OFFICE OFFICE 1 ,,,� ® ! £tfRK 111 A /A401 ELEC 116 CORRIDOR 117 i VEST 118 65 STAIR E /A451 RAGE --E1 n B n 175 L- - - J( SUID H O M E R UN T i SUND RA ORRIDOR 3)e It II li 41 ELEV ( 1 73 CORRIDOR - - -- . 136 HIGH COUNCE r Sv '. 4 - 7 — � VESTV' R M STORAGE 37 COATS; 0 33 138 ._ -._ ROOM TOIL tl Tt. 134 132 E UOWER CEILING PLAN - SOUND T1111 = i._0,. WOMEN RS L-- - - - -�-I MEN 21 D /A402 RRIDOR 12 23 122 D /A402 I C \; HOMERUN TO SOUND R ACK FOYER 24 VEST B B O IT J ROO R u 0 Z ` W O ly MAIL C B B 169 N L LLJ L i W � O 8 B ° B �; Z Y) o {i W PLATFOR TOIL -- ____ -- 164 170 __ B 1/A406 B i 4/A403 Y < �Q w p } Q B -� J R W' B I STAIR O U 65 STAIR E /A451 RAGE --E1 n B n 175 L- - - J( SUID H O M E R UN T i SUND RA ORRIDOR 3)e It II li 41 ELEV ( 1 73 CORRIDOR - - -- . 136 HIGH COUNCE r Sv '. 4 - 7 — � VESTV' R M STORAGE 37 COATS; 0 33 138 ._ -._ ROOM TOIL tl Tt. 134 132 E UOWER CEILING PLAN - SOUND T1111 = i._0,. WOMEN RS L-- - - - -�-I MEN 21 D /A402 RRIDOR 12 23 122 D /A402 I C \; HOMERUN TO SOUND R ACK FOYER 24 VEST B B O IT J ROO R u 0 Z ` W O ly � � 4 o U x y a 6 e xUa EL U '/.n F W o F-� 0 Ujd O .. o O Project Number: 0622 -85 -1153 Plan Sen.: - Property Number 595 - 9995 Sheet Title: LOWER FLOOR CEILING PLAN SOUND, IT, VIDEO Sheet: E106 B B N LLJ L i W � B ROOM B �; Z Y) 11 9 {i W U w It I, W °cO B B Y < �Q w p Q R W' O U m � � 4 o U x y a 6 e xUa EL U '/.n F W o F-� 0 Ujd O .. o O Project Number: 0622 -85 -1153 Plan Sen.: - Property Number 595 - 9995 Sheet Title: LOWER FLOOR CEILING PLAN SOUND, IT, VIDEO Sheet: E106 a �a ro` TOIL BYOB 2' t" 212 O r 207 2' -t1 %° m 6 -2 " A/A403 OPP. (D; 20 K ROOM �.,._ ROOM € - z Fif A a 20� K / Aa 0 iw 209 21 O ) t . ,.., a a I _ 'I � L1 QI WOMEN � i, : �"�., ' .::- -- -- I Q - -I t s ROOM OFFICE __ 213 -EN 21 1 L% A- /A403 E�l • • • • ! -/ 204 ! � �sv � I �� .J � a, Ij �, ROOM T � ROOM 215 _ - - - Fg Q IDOR HOMERUN TO ,i C B 214 B B B�, ,4 _ ROOM 25 B I �f O B O d ROOM B �� 202 RO M' nso2 pv L �� r- ~] 1 } (2)B OFFICE � I ti F 2 - 0 - 3 CORRIDOR HR �i SOUND EQUIP. L 2541 STAIR FOY STOR 51 STOP STAIR I 217 ti 257 ( _ I [� MOTHERS B V l� B _ RUN TO (2)B O ROOM 251M, LA B 2 V B - MOUNTED AT ry ORGAN LOFT B p f CEILING ABOVE W W BALCONY MECH ACCESS !— o B OVERFLOW Z �.. 250 251 221 B if B H A451 / 1 A /A451 � f HOMERUN TO li ROOM 25 U � mO= o t91 _ Y CHAPEL ROSTR Q j o ` MAT'L CN1� � 222 223 � z C7 -- - -' 249 A A404 1 g IL-:Tjl LA E /A407 g Q W cmm 1 p' B Q� CORRID p _ ( Lu Lu V t z STOP STAI l 0 72 SAC PREP o :. 1.. 256 6 e - _- F2 m ROOM 00 a f FOYER c /A401 o � 247 0 _.,,. 225 Q OFFICE CUS7 '1 c o ( �. 243 246 �- HOMERUN TO ¢ �, U � ROOM 251M �l z CORRIDOR 3 )0 COA o ROOM am 2z9 - - =- F m z o 244 l X245 # QV - it 0 h�i yy _yy CORRIDOR EL ... - -- 7 U q I ` «� ® 238 STOP - O 8 O m x a 5 2 - EL EV. EQUI a U w A50 235 o 0 - 230 M ROOM w h OFFICE 1 MEN 28 B w U �' CIL {— TOR ROOM 232 B F2 W 0 ° 1 24 �- 239 RQOM ROOM 233 ,, B/A403 a A/A4 01 J �.� J a CLE� I 237 23� J - STAIR11 STORAGE -- - - o 231 a w r 0 o 0 0 a n' Project Number Z 0622 - 85 - 1153 - _ w Plan Series. U Y Property Number __- -- 595 -9995 z Sheet Title: UPPER FLOOR CEILING PLAN UPPER FLOOR CEILING PLAN —SOUND SOUND, IT, o VIDEO 0 0 g a 0 4 Sheet: 0 0 E107 mm S m� r � K N h a O L O ^r i TO CURTAIN PANEL LOCATE IN SI CAVI TY TO OPEN (TYP) LOWER LEVEL PLAN - POWER - SCALE: 1/8" = 1' -0" 2. COORDINATE ELECTRICAL WORK IN EXTERIOR WALLS TO MINIMIZE INTERRUPTION OF INFILTRATION BARRIER, SEAL AROUND All PENETRATIONS. 3. LOCATE OUTLET SO RANGE WILL SIT TIGHT AGAINST WALL. 4. LOCATE BOX SO DUPLEX RECEPTACLE CAN BE MOUNTED HORIZONTALLY IN HARDWOOD BASE. 5. LOCATE OUTLET WITHIN FOUR FEET OF MOTOR FOR BASKETBALL STANDARD. MAKE RECEPTACLE CONNECTIONS PER BASKETBALL STANDARD MANUFACTURER REQUIREMENTS, 6. CONTROL SNITCH PROVIDED BY BASKETBALL STANDARD MANUFACTURER, 7. 20 AMP 6 POLE CONTACTOR WITH 120 VOLT COIL. CONTROL CONTACTOR WITH LIGHTED TOGGLE SWITCH. LABEL SWITCH AND CONTACTOR WITH MICARTA LABEL "GUTTER SNOW MELT" 8. SWITCH BY SCREEN SUPPLIER 9. ELECTRICAL CONTRACTOR TO REFER TO ARCHITECTURAL MILLWORK DRAWINGS FOR OUTLET MOUNTING HEIGHTS. W W R Z N W U F- Y 'g_ Q U) CO 00 o� Lu — W D Ix 0 m @1■ F_ h O � 4 0 5 a x w V F �D WO Project Number: 06 5 - 1153 Plan Serle l: Property Number; 595 -9995 JOB n Oblb g 9 \ONAL 4QQp,BTFgFO�P Y Sheet: ��u�f 9T�rgneers 107 �1. 1eth E201 �l OF O Pocatello, 0ok. 83201 t OOD P� tel (toe) 232 -4439 &tt (20e) 232 -1435 Sheet Title: LOWER LEVEL POWER PLAN r -- -AUTO DOOR PUSH TO OPEN (TYP) ROL IER /4 ° C i GND TE IN <ER Y i3 >CREEN INCOMING POWER FEEDER SEE PLAN FOR SIZE, ETC. O -- O I, I � ^ I � O ELEVATOR CONTROLLER ELEVATOR POWER BY ELEV. EQUIP. SUPPLIER MODULE BY ELECT. O O VERIFY PLACEMENT CONTR. SEE NOTE O 5WITGH B 120 VOLT GKT. 5EE PLAN ® IN ELEV. PIT O 6FI OUTLET IN 6F LIGHT EQUIP. RM. CUTLET FIXTURE K(1)7r-r1. O I ELEVATOR POWER MODULE, SUCH AS 81155MANN. MOUNT ADJACENT TO ELEVATOR CONTROLLER EQUIPMENT. GAT #P52- T20 -RI -K RN2A < 2 > 30 AMP 2 -POLE GEN. DUTY 5AFETY SWITCH WITH LOCKABLE COVER. DISCONNECT 15 FOR ELEVATOR GAR LIGHTS CONTROLS, ETC. O TELEPHONE OUTLET OR .FUNCTION POINT IN EQUIPMENT RM. VERIFY LOCATION O 3/4" CONDUIT TO MAIN TELEPHONE BOARD / CABINET IN BUILDING. SEE PLAN FOR LOCATION. PROVIDE FULL CORD OR GABLE AS REQUIRED. SEE 5PEG5 FOR 5Y5TEM PERAMITER5. O 3/4" CONDUIT CONNECTION TO ELEVATOR GAR EMERGENCY PHONE. VERIFY CONNECTION POINT. O INGOMINO 120 VOLT ELEVATOR CAR LIGHT DEDICATED POWER CIRCUIT. SYSTEM HEAT Of L ELEVATOR GONTROLLER O l 120 VOLT ELEVATOR GAR LIGHT CIRCUIT TO GAR LIGHT CONNECTION. VERIFY EXACT CONNECTION POINT WITH ELEVATOR EQUIPMENT. O 8 PROVIDE A 64=1 OUTLET, LIGHT FIXTURE AND 5WITGH IN ELEVATOR PIT. VERIFY EXACT PLACEMENT WITH ELEVATOR INSTALLER, LOCATE 5WITGH AT PIT ACCESS SUCH THAT LIGHT MAY BE SWITCHED WITHOUT ENTERING PIT. FIXTURE TO BE SUCH AS HUBEELL #VMXl52 -VC6 -S PROVIDE WITH ADADUATE LAMPIN6 SUCH THAT THE FOOT CANDLE LEVEL AT FLOOR IN PIT 15 10 F.G. MIN, AS PER AN51 AITI. O q FIRE ALARM CONTROL PANEL. SEE FAIOI. 5PEGIAL NOTE5: GONTRAGTOR SHALL OBTAIN EXACT FUSE / GIRGUIT SIZE REQUIRED BY THE ELEVATOR EQUIPMENT SUPPLIER PRIOR TO ANY ROUGH -IN. 2 PRIOR TO ANY ROUGH - IN OR MOUNTING OF ANY EQUIPMENT IN THE ELEVATOR EQUIPMENT RM. COORDINATE WITH THE ELEVATOR EQUIPMENT SUPPLIER FOR PLACEMENT OF ALL PANELS, ETC,. TO INSURE PROPER WORKING GLEARANGE5, ETC,. F.Lr X A VIA FC® NER ® I AIL NO 5CALE UPPER LEVEL PLAN — POWER — N NOTES SCALE: 1/8" = l' -0" 1. ATC /LOW VOLTAGE TRANSFORMER PANEL HIGH ON WALL OR ABOVE DOOR. 2. COORDINATE ELECTRICAL WORK IN EXTERIOR WALLS TO MINIMIZE INTERRUPTION OF INFILTRATION BARRIER, SEAL AROUND All PENETRATIONS. 3. LOCATE OUTLET SO RANGE WILL SIT TIGHT AGAINST WALL. 4 . LOCATE BOX SO DUPLEX RECEPTACLE CAN BE MOUNTED HORIZONTALLY IN HARDWOOD BASE. A 6. ELECTRICAL CONTRACTOR TO REFER TO ARCHITECTURAL MILLWORK DRAWINGS FOR OUTLET MOUNTING HEIGHTS. JOB 8 0616 gg \ONAL i \ �� Q p 2 � Tif w� p T D OF ors n'� gTlne�rs 101 50. 18N Ave. Pocatello, Id tcl (208) 232 -4439 aho 83201 fax (20b) 232 -1435 ODD Q� W w F it Z t; W 0 o U F- Y M? Q � O X � W i W M � 0 W O C— E-+ O �n Q 3 xUa a UC/� ( Wo h�1 I l I � I Project Number: 0622 -85 -1153 Plan Serer: - Property Number ��- 595 - 9995 Sheet Title: UPPER LEVEL POWER PLAN Sheet: E202 EF VFD 4 AHU 4 RRF LEF TAP CONDUCTORS TO EACH D!xONNEGT (TYPIGAQ TERMINAL BLOCK SEE MEGHANIGAL EQUIPMENT LOAD SCHEDULE &Xb HIRENAY WITH COVER (VERIFY LENGTH) FEEDER CONDUIT — HEAVY DUTY FUSED STARTER/ D15CONNE6T 5HITGHE5 (TYP) CONCRETE FLOOR r T0 HECHANIGAL EQUIP - T DISCONNECT ELEVATION BLD6.HALL- HIREHAY--- FU5ED SNITCH h SHEET LIEF LARGE SCALE FAN ROOM 302 MECHANICAL PLAN - N SCALE: I/4 " =1' -0" 0 PANES "H2' TH2 -2 RRF RETURN/RELIEF 3 AIR FAN Hz 10, H2-15 `} 3/4 "C 3#8 S VFD VARIABLE 3 FREQUENCY DRIVE — — 1 1 O AHU AIR HANDLING UNIT H2 4, H2 16 RRF RETURN /RELIEF 4 AIR FAN / MECHANCIAL 305 MECHANICAL EQUIP. (SEE PLAN) I GONGRETE FLOOR I I RIGID 5TEEL LT UP 12" \ NOTE: SECTION LOCATE 5HITCHE5 TO PROVIDE HORKIN6 SPACE - AS REQUIRED BY N.E.G. MEGHAN I GAL ECU I PMEN7 - CONt%1 T :� I ACSRAM NO SCALE 51=EG I AL NOTE : ALL OUTLETS TO BE GFCI AND MOUNTED AT 48" WITH WEATHERPROOF COVER. 5 AHU AIR HANDLING 2 UNIT C1 -2D ( \` \ HI -8 Q� m N Rf o• ho RELIEE AIR FAN _O O { RELIEF AIR FAN b � m � m \ cs a �i k a y R 8 fio LARGE SCALE FAN ROOM 301 MECHANICAL PLAN - N w SCALE: W F Ix Z W po U W W Y W0 ¢ >� t C10 0 � w 0 U m PANEL- "Hl' I I °ATC- I�.ATC I H7 -3.= RRF RETURN /RELIEF � � = t �� Hi -4 1J FAN -- �1I MCC1 -1D I I HI-10� q RR F � RETURNfRELiEF r'r 3/4 c - i_ Mac1 _2 FAN C ail t =s �_ r J u j , VD / 2 VARIABLE T MECHANCIAL' E Ct MCCI -2E 304 - 3/4 "G , 3#8 b J V VENTILATION: ENTILATIO M �cr Tc PVF 1 FAN c 3qs �1 —� O v EXHAUST FAN -- - - -- - —� r � O i I LARGE SCALE MECHANICAL /FAN ROOMS 303 & 304 MI SCALE: 1/4 " =1' -0" LARGE SCALE FAN ROOM 305 MECHANICAL PLAN - N SCALE: 1/4 " =1' -0" HEATING WATER PUMP EF EXHAUST FAN p� HEATING 2 J WATER PUMP ATC I -__ H1 -8 MECHANCIAL HI-7 i!1 a U - --. 303 MOC1 28 MCC1 -2A F B HEATING O WATER BOILER Hi -i "1x;16 8CP 2 HEATING , WATER BOILER I H1 -14 , , H1 -16 1 � ET HEATING WATER t - - •� �,- - - - ±- -1 EXPANSION TANK - -- ET CHILLED WATER Q - -- 2 EXPANSION TANK Project Number. G _062285-11 __ -_ 53 CHILLED 1 MAKEUP UNIT Plan Series �HW \_ WATER PUMP pm — party Number. H{ HI LED 595 -9995 WATER PUMP SheetTne: UPPER FLOOR MECHANICAL CHANICAL PLAN - N ROOMS - ELECTRICAL J08 a O6T6 � . QQ � o aTf � Sheet: N� OT �..18tb Ave E203 �l Pocatello, Idd. 63201 T F - ps tel (208) 232439 fax (208) 232 -1435 UPPER LEVEL PLAN — TELE /DATA SCALE: 1/16" = Y -0" LOWER LEVEL PLAN — TELE /DATA SCALE: 1/16° = r -0° F O � � cL (L U C H F � WO 1 i 1 � Project Number: 06 22 -65 -1153 Plan Series: Property Number. 595 -9995 Sheet TO : TELEPHONE/ DATA PLANS AND DETAILS JOB z 0616 g g�ONAL c 4 � Q�0 \STE FPAY Sheet: 10150. 18th AVe. .,queers E2�4 �Tf OF 0 Pocatello, idcho 53201 T ROD P1� te1(2OW 232 -44ea fax (toe) 252 -1435 7 -- - PATCH PANEL ON HINGED WALL MOUNT BRACKET. PROVIDE LABELS ABOVE EACH PORT IDENTIFYING AREA SERVED USING ONE CABLE TYPICAL ROOM NUMBERS SHOWN(USE LETTERS UNLESS INDICATED WHERE MORE THAN ONE DATA OUTLET OTHERWISE OCCURS IN A SPACE) CLERK 11 CLERK 'T1J OFFICE Ff OFFICE 11 CORRIDOR HIGH COUNCIL CLERK C1 OFFICE R STORAGE OFFICE = OFFICE CLERK CLERK HALL MATERIALS CENTER C1� OFFICE OFFICE MA CLERK CLERKS CORRIDOR STORAGE CORRIDOR CLERK CLERK OFFICE CaZ OFFICE MATERIALS CENTER FACP T_1$' 48 ° x96 ° x3/4 PLYWOOD CONNECTING HARDWARE BY TELE SERVICEI COMPANY OR OWNER I 2" CONDUIT (MIN.) UNDER GROUND DIRECTED BY TELEPHONE COMPANY OPEGIAL NOTE: WHERE TELEPHONE AND DATA OUTLET ARE SHOWN ADJACENT THE ASSOCIATED JACK/ MODULES ARE TO BE CONTAINED IN THE SAME FACE PLATE(TYP OF 6 LOCATIONS) ELEVATOR EQUIP. 3 CLERK CLERK T OFFICE OFFICE HIGH COUNCIL CLERK 1 — OFFICE M ROSTRUM U OFFICE 'TL �5? OFFICE CLERK CLERK "A CULTURAL CENTER ° B" CULTURAL CENTER M "C" CULTURAL CENTER 11 "D CULTURAL CENTER 5] MATERIALS CENTER OFFICE OFFICE EM CLERK CLERK ROSTRUM CLERK M CLERK T4T] OFFICE OFFICE MATERIALS CENTER t74 i RELIEF SOCIETY 1�J 1/2 CONDUI WITH #6 PRIESTHOOD=l SYSTEM GROU D PER 7 RELIEF SOCIETY TELEPHONE COMPANY REQ.1 V RELIEF SOCIETY - - -- -MOUNT COPY OF "MAIN FLOOR PLAN TELEPHONE /DATA" FROM THIS SHEET UNDER RIGID, CLEAR PLEXIGLASS WITH SCREW TELEPHONE I DATA PAIR 3 PAIR 2 PAIR 1 PAIR 4 TELEPHONE /DATA CABLING n n n SYSTEMS DIAGRAM NOT TO SCALE 0- ORANGE F ~ Lu G -GREEN Z N 1 2 3 4 5 6 7 8 w BL -BLUE W -0 W -G W -BL W -BR V W o BR -BROWN 0 -W BL -W G -W BR -W W -WHITE Y 'So Q w¢ PIN /PAIR ASSIGNMENT ¢ C9 (EIA /TIA 568B STRAIGHT THRU) m 00 'S DATA CABLE CONNECTION DIAGRAM o NOT TO SCALE U m PANEL "A" AMPS 775 MAIN LUGS ONLY VOLTS 120/208 PHASE 3 MOUNTING FLUSH LOCATION MATL CENTER 134 BRKR A P DESCRIPTION CIRCUIT CIRCUIT PHASE LOA S CIRCUIT q DESCRIPTION dffK� q P VA Na A 8 C NO VA 20 1 LIOGHTING - CORR 1D00 1 1800 2 800 2 800 RCPT -ROOM, CLERK 20 1 20 1 LIGHTING - SERVING AREA 1000 3 800 1800 1000 4 800 RCPT- BISHOP 20 1 20 1 LIGHTING - OFFICE 1300 5 2000 6 2500 6 1200 RCPT - CHAPEL, CORR 20 1 20 1 LIGHTING - FOYER 800 7 1800 8 500 8 1000 RCPT -ORGAN 20 1 20 1 AUTO -DOOR 500 9 7 600 500 10 600 RCPT - ROOMS, VEST, FOYER 20 1 20 1 SPARE 1 11 1400 12 600 12 600 RCPT - MATERIAL CTR, ROOM 20,1 7 20 1 SPARE 1 13 600 1 14 500 14 600 RCPT - MATERIAL CENTER 20 1 20 1 SPARE 1 15 1 600 500 16 600 RCPT- CULTURAL CTR CORR 20 1 20 1 SPARE 20 17 700 18 1000 18 1000 RCPT - ROOMS, SPRKLR CONTR 20 1 20 1 CONTROL TRANS. 200 19 800 20 500 20 600 RCPT -SOUND SYSTEM 2011 1 20 1 CH -1 200 21 20 800 1000 22 800 PULPIT 20 1 20 2 SPARE 500 23 2000 24 1000 241 iSPARE 1 20 1 - - 25 1 25 5000 26 1000 26 5000 RANGE 50 2 20 3 SPARE 700 27 28 5000 1000 28 5000 - - - - - 29 29 26 30 5000 30 5000 RANGE 50 2 - - 31 31 5000 32 20 32 5000 - - - SPARE 1 PREPARED SPACE 29 33 34 34 30 34 RANGE PREPARED SPACE 30 1 PREPARED SPACE 1 PREPARED SPACE 700 35 5700 36 - 36 5000 PREPARED SPACE 20 1 PREPARED SPACE 1 PREPARED SPACE FIRE ALARM CABINET 37 33 38 500 38 34 PREPARED SPACE SPARE 1 PREPARED SPACE 1 PREPARED SPACE 1 39 500 40 - 40 500 PREPARED SPACE PREPARED SPACE i PREPARED SPACE 1 PREPARED SPACE 20 41 SPARE 42 37 42 i PREPARED SPACE PANEL TO BE FLUSH 7200 7200 6100 TOTAL LOAD 20300 VA 57 AMPS i 15000 9000 4600 TOTAL LOAD 28600 VA BO AMPS 1 20 PANEL "L" AMPS 125 MAIN LUGS ONLY VOLTS 120/208 PHASE 3 MOUNTING FLUSH LOCATION STAGE BRKR A CIRCUIT DESCRIPTION CIRCUIT LOADS 1000 SITE LIGHTING DESCRIPTION K A P VA N A NO 1000 41 VA 20 1 LIGHTING - CORRIDOR 1200 1 1900 - - 2 500 RECPT 20 1 20 1 LIGHTING - FOYER 1200 3 "i " 3 500 4 800 RECPT 20 1 20 1 LIGHTING - FOYER 500 5 1000 A L 6 500 ORGAN 20 1 20 1 LIGHTING - PRIESTHOOD RM 1500 7 2700 NO VA 8 1200 LIGHTING - OFFICE 20 1 20 I LIGHTING - STAIR 1500 9 RECPT 9 20 1 1000 ELEVATOR 20 1 3 i SPARE - 11 1000 RECPT 500 12 1000 MOTORIZED SCREEN 201 1 20'1 5 SPARE 3 13 200 1400 1 14 200 ELEV_ CAB LIGHTS 20 1 20 3 SPARE 2400 15 1500 - 1000 16 20 jSPARE 20 1 - - 200 9 17 1600 171 - 18 RECPT SPARE 20 2 - I - LIGHTING - CHAPEL 900 19 - 1 1400 201 500 FOLDING CURTAIN 500 - 20 1 SPARE MOTORIZED CURTAIN 21 13 1000 22 14 SPARE 20 1 20 7 SPARE 1 23 500 15 24 2000 SPARE 20 1 - 20 PREPARED SPACE 20 25 COPIER 1000 17 26 30 PREPARED SPACE 18 200 CONTROL TRANS 3 PREPARED SPACE 1 27 1 SPARE 28 200 PREPARED SPACE 11000 20 200 CH -4 PREPARED SPACE 20 29 20 1 SPARE 30 21 PREPARED SPACE 200 - 22 200 CONTROL TRANS. 1 1 20 1 PREPARED SPACE 23 24 33 SPARE 33 20 1 20 34 PREPARED SPACE 34 25 26 35 20 1 36 1 PREPARED SPACE 27 37 28 37 SPARE 38 20 38 30 1 PREPARED SPACE 29 39 39 J35oo1000 40 40 1 1 1 32 4 4 4 79400 18500 18500 TOTAL LOAD 56400 VA 157 AMPS 4400 33 TOTAL LOAD 8900 VA 25 AMPS PANEL "H2" AMPS 175 MAIN LUGS ONLY VOLTS 120/208 PHASE 3 MOUNTING FLUSH LOCATION STAGE BRKR A P DESCRIPTION I CIRCUIT LuADS 35 DESCRIPTION tii q P - Vg - TN 0 A B C NO VA 20 1 LIGHTING 600 1 1400 2 800 RECEPTACLES 20 1 20 1 EX FAN EF -3 500 3 1000 4 500 ATC 20 1 20 1 SPARE 41 5 500 6 500 UNIT HEATER 20 1 20 1 ARE 5800 4700 7 TOTAL LOAD 15500 43 VA AMPS 8 SPARE 20 1 20 3 AMPS 275 MAIN LUGS ONLY 500 9 1000 FLUSH LOCATION STAGE 10 500 RRF -3 20 3 - - - 500 11 DESCRIPTION 1000 A 12 500 - - - - - - 500 13 LIGHTING 800 1000 14 500 - - - 50 3 'AI1U3 VFD 3000 15 3500 SPARE 16 500 RRF -4 20 3 - - - 1 3000 17 20 3500 SPARE 18 500 - - - - - - 13000 19 1 20 3500 20 500 - - - 8 500 UNIT HEATER 20 1 50 3 SPARE 9 10 23• 20 1 24 - - 11 12 25 SPARE 2 26 - - - 13 27 - 28 - 30 3 AH -4 3000 15 7000 29 16 4000 EQUIPMENT STARTERS 30 60 3 - - - 3000 17 31 18 4000 32 - - - - - 3000 19 33 7000 20 34 - - - 35 46 37 23 38 24 39 25 40' 26 27 28 5900 5000 4500 TOTAL LOAD 15400 VA 45 AMPS ii PANEL "B" AMPS 29S MAIN LUGS ONLY VOLTS 120 208 PHASE z 3_ MOUNTING FLUSH LOCATION STAGE BRKR A DESCRIPTION DESCRIPTION CIRCUIT PHASE LOA S CUT DESCRIPTION q P VA NO A B C NO VA 20 1 LIGHTING- CULTURAL HALL 1200 1 2000 VA ING 2 800 RCPT 20 1 20 1 LIGHTING- CULTURAL HALL 1200 3 2400 2200 800 4 1000 RCPT 20 1 20 1 LIGHTING- CULTURAL HALL 1200 5 3 6 2000 6 800 RCPT 20 1 20 1 LIGHTING- CULTURAL HALL 1200 7 1700 5 800 8 500 BASKET BACKBOARD 20 1 20 1 LIGHTING- ACCENT 1200 9 LIGHTING - OFFICE 1700 7 10 500 BASKET BACKBOARD '20 1 20 1 LIGHTING- ACCENT 1200 11 1 LIGHTING - MOTHER ROOM 1400 12 200 CEILING 20 1 20 7 LIGHTING - PLATFORM 1000 13 1500 1 LIGHTING - FOYER 14 500 SCREEN 20 1 20 1 LIGHTING - TRAC SOD 15 1 1000 1 16 500 SCREEN 20 1 20 1 LIGHTING - TRAC 500 17 20 1 700 18 200 CH -3 20 1 20 1 LIGHTING - TRAC 500 19 1000 20 '1 20 500 SCOREBOARD 20 1 20 1 LIGHTING - TRAC 500 21 RECPT 1500 20 22 1000 PROJECTOR 20 1 20 1 LIGHTING 1000 23 500 RECPT 2000 24 1000 PROJECTOR 20 1 20 3 SPARE 700 25 1000 500 RECPT 26 1000 ANTE- PROCENIUM 20 1 - _ 231 27 27 700 1000 28 28 1000 ANTE- PROCENIUM 20 1 - - 1000 1 25 29 30 26 30 RANGE SPARE 50 1 20 i SPARE 700 31 5700 3211000 32 20 SPARE 25 1 20 1 SPARE ROOF DRAIN HEAT TRACE 33 29 34 34 34 30 SPARE RANGE 1 30 1 PREPARED SPACE 1 35 700 31 5700 36 - PREPARED SPACE 5000 1 20 1 PREPARED SPACE 20 37 FIRE ALARM CABINET 500 33 38 500 PREPARED SPACE 34 i SPARE E PREPARED SPACE 2 39 1 FIRE ALARM CABINET 500 40 - PREPARED SPACE 500 1 PREPARED SPACE - PREPARED SPACE - 41 20 1 SPARE 42 37 PREPARED SPACE i 1 PANEL TO BE FLUSH 7200 7200 6100 TOTAL LOAD 20300 VA 57 AMPS C I ci PANEL "G" AMPS 775 MAIN LUGS ONLY VOLTS 120/208 PHASE 3 MOUNTING FLUSH LOCATION STAGE PANEL "C" DESCRIPTION CIRCUIT PHASE LOADS AMPS 225 MAIN LAGS ONLY VOLTS 120/208 PHASE 3 MOUNTING FLUSH LOCATION MATL CENTER 134 BRKR A P DESCRIPTION CIRCUIT NO I A 20 1 UGHTING - CORRIDOR 1200 DESCRIPTION 2200 q P VA ING A B I C NO I VA 20 1 LIGHTING - TOILET ROOM 1200 1 2400 4 800 2 1200 RECPT 20 20 1 20 1 LIGHTING 1100 3 6 2500 RECPT 4 1400 RECPT 1 20 1 20 1 LIGHTING - FOYER 5 800 RECPT ____ 1 6 800 RECPT LIGHTING - OVERFLOW 20 1 20 1 LIGHTING - OFFICE 1200 7 2400 20 1 8 1200 RECPT 1200 20 1 20 1 LIGHTING - MOTHER ROOM 800 9 20 1800 20 10 1000 RECPT 13 20 1 20 1 LIGHTING - FOYER 1500 11 1 20 2300 12 800 RECPT 15 20 1 20 1 ELU -2,3 500 13 1900 1 LIGHTING - CHAPEL PENDANT 14 1400 RECPT 20 1 20 1 t LIGHTING - RELIEF SOCIETY 400 15 1 1200 1 12001 16 800 RECPT 20 '1 20 1 LIGHTING - RELIEF SOCIETY 1400 17 LIGHTING - ROSTRUM 800 1900 18 500 RECPT 22 20 1 20 1 CH -2 200 19 700 23 23 20 500 RECPT 1200 20 1 20 1 CONTROL TRANS. 200 21 25 700 1700 22 500 RECPT SPARE 20 1 20 1 LIGHTING - SERVING AREA 700 231 27 700 24 28 SPARE 20 20 1 20 1 ( ROOF DRAIN HEAT TRACE 1000 1 25 6000 1 30 26 50001 RANGE 1 50 2 20 1 ROOF DRAIN HEAT TRACE 700 27 5700 3211000 2815000 20 - 25 - - 20 1 ROOF DRAIN HEAT TRACE 1000 29 34 34 6000 30 2 RANGE 1 50 2 20 1 ROOF DRAIN HEAT TRACE 700 31 5700 - 32 5000 - PREPARED SPACE - - 20 1 FIRE ALARM CABINET 500 33 SPARE 500 3 34 1 SPARE E 20 2 20 1 FIRE ALARM CABINET 500 35 - - 500 36 PREPARED SPACE - 41 - - 20 1 SPARE 37 - i 920G 38 10pp O UTSIDE LIGHT TOTAL LOAD 32900 VA 92 AMPS 20 1 20 2 SITE LIGHTING 1000 39 CIRCUIT CIRCUIT HA 40 1000 SITE LIGHTING - 20 2 - VA NO 1000 41 C NO VA 42 1000 - 300 - - G BREAKER TO BE EQUIPMENT GFI AS PER NEC. 8400 13200 14200 RECEPTACLES TOTAL LOAD 45800 128 VA AMPS 20 1 PANEL "i " 3 500 500 AMPS 775 MAIN LUGS ONLY VOLTSj 208 PHASE 3 MOUNTING FLUSH LOCATION STAGE 20 BRKR A P DESCRIPTION CIRCUIT 1000 A L ATC I I DESCRIPTION i A P VA I NL A 8 1 C NO VA 20 1 LIGHTING - OFFICE 1000 1 2200 1 - 2 1200 RECPT 9 20 1 20 1 LIGHTING - HIGH COUNCIL 1200 3 1 2200 - 4 1000 RECPT 500 20 1 20 1 LIGHTING - CORRIDOR 1000 5 20 3 2400 6 1400 RECPT BOILER B1 Ti 20 1 20 1 LIGHTING - 1400 7 2400 - 1500 8 1000 RECPT 20 20 1 20 1 LIGHTING - ELEV. PIT 200 9 - 1600 171 10 1400 RECPT 1 18 20 1 20 7 LIGHTING - CHAPEL 900 11 1500 1 1400 72 500 FOLDING CURTAIN 500 20 i 20 1 MOTORIZED CURTAIN 500 13 1000 2000 14 500 FOLDING CURTAIN - 20 1 20 1 AUTO -DOOR 500 15 700 2000 116 200 CH -5 - 20 1 20 1 COPIER 1000 17 SPARE 30 1200 18 200 CONTROL TRANS 3 20 1 20 1 SPARE 19 200 28 11000 20 200 CH -4 - 20 1 20 1 SPARE - 21 30 200 - 22 200 CONTROL TRANS. 20 1 20 1 PREPARED SPACE 23 24 33 SPARE 20 1 20 1 PREPARED SPACE 34 25 26 SPARE 20 1 20 1 PREPARED SPACE 27 37 28 SPARE 38 20 2 30 1 PREPARED SPACE 29 39 30 t 40 1 1 32 4 4 79400 18500 18500 TOTAL LOAD 56400 VA 157 AMPS 33 34 35 36 37 38 39 40 41 42 5800 4700 1 TOTAL LOAD 15500 43 VA AMPS PANEL "H4" AMPS 275 MAIN LUGS ONLY VOLTS 120 20e PHASE 3 MOUNTING FLUSH LOCATION STAGE BRKR A P DESCRIPTION CIRCUIT L A f DESCRIPTION A P VA NO A B C NO I VA 20 1 LIGHTING 800 1 1300 2 500 RECEPTACLES 20 1 20 1 SPARE 3 500 4 500 ATC 20 1 20 1 SPARE 5 500 6 500 UNIT HEATER 20 1 20 1 SPARE 7 500 8 500 UNIT HEATER 20 1 50 3 SPARE 9 10 SPARE 20 1 - - - 11 12 SPARE 2 2 - - - 13 14 - - - 30 3 AH -4 3000 15 7000 16 4000 EQUIPMENT STARTERS 60 3 - - - 3000 17 7000 18 4000 - - - - - - 3000 19 7000 20 4000 - - - 23 24 25 26 27 28 29 30 31 32 33 34 35 46 37 38 39 40 8800 7500 17500 TOTAL LOAD 23800 67 VA AMPS C I ci PANEL "G" AMPS 775 MAIN LUGS ONLY VOLTS 120/208 PHASE 3 MOUNTING FLUSH LOCATION STAGE BRKR PANEL DESCRIPTION CIRCUIT PHASE LOADS i U DESCRIPTION A P VA NO A B C NO I VA 20 1 UGHTING - CORRIDOR 1200 1 2200 ' GROUND REQUIRED REGARDLESS EE 2 1000 RECPT 20 1 20 1 LIGHTING 1300 3 STOP 2100 2000 4 800 RECPT 20 1 20 1 LIGHTING - RELIEF SOCIETY 1200 5 5 F � y 2000 6 800 RECPT 20 1 20 1 LIGHTING - RELIEF SOCIETY 1500 7 2300 2200 8 800 RECPT 20 1 20 1 LIGHTING - OVERFLOW 600 9 9 1800 2000 10 1200 RECPT 20 1 20 i LIGHTING - CHAPEL PENDANT 1200 11 11 1800 12 600 RECPT 20 1 20 1 LIGHTING - CHAPEL PENDANT 1200 13 2000 1700 14 800 RECPT 20 1 20 1 1 LIGHTING - CHAPEL PENDANT 1200 15 15 2400 2900 16 1200 RECPT 20 1 20 1 LIGHTING - CHAPEL PENDANT 1200 17 17 2000 18 800 RECPT 120 1 20 1 Li ,..... GHTING - ROSTRUM 12001 19 1700 2100 20 500 MOTORIZED CURTAIN 20 1 20 1 LIGHTING - ROSTRUM 800 21 21 2000 2400 22 1200 LIGHTING - STAIRS 20 1 20 i LIGHTING - BATTERED WALL 1000 23 23 2200 24 1200 LIGH - FOYER 20 1 20 1 LIGHTING - BATTERED WALL 1000 25 1000 1700 26 26 SPARE 20 1 20 1 SPARE ING - CHAPEL PENDANT 27 27 1700 28 28 SPARE 20 1 20 1 SPARE TING - CHAPEL PENDANT 29 29 30 30 SPARE 20 1 30 1 SPARE KER CAVITY 31 31 1500 32 3211000 SPARE 20 1 25 1 SPARE KER CAVITY fISPA 33 33 500 34 34 SPARE 2C 2 1 1 PREPARED SPACE E 35 35 36 36 - - 1 1 PREPARED SPACE E 37 37 38 38 SPARE 20 3 1 PREPARED SPACE E 39 39 401 40 - - 1 1 PREPARED SPACE SPARE 41 41 42 42 - - i 920G 8300 8000 TOTAL LOAD 25500 VA 71 AMPS TOTAL LOAD 32900 VA 92 AMPS PANEL "HY AMPS 925 MAIN LUGS ONLY VOLTS 120/208 PHASE 3 MOUNTING FLUSH LOCATION STAGE BRKR AR BRKR A DESCRIPTION CIRCUIT CIRCUIT HA L DESCRIPTION I - DESCRIPTION 7T FP VA NO A 8 C NO VA 20 1 LIGHTING 300 1 1100 RECEPTACLES 20 2 800 RECEPTACLES 20 1 20 1 SPARE 3 500 500 20 4 500 ATC 20 1 20 1 SPARE 1000 5 500 ATC 500 6 500 i 20 1 30 3 SPARE 7 500 20 8 1 500 3 20 1 - - - 9 500 20 10 - SPARE 20 1 - - - 3500 11 500 BOILER B2 20 12 - SPARE 20 2 20 3 RAF -3 VFD 1500 13. 1500 BOILER B1 Ti 20 14 ISO - - - - - - 1500 151 500 3750 20 16 2250 WATER HEATER 30 2 - - - 1500 171 SPARE 3750 1 18 2250 - - - 20 3 RAF -2 'VFD 1500 191 2000 20 20 500 CCP -i 20 3 - - - 1500 21 2000 20 22 500 - - - - - - 1500 23 2000 24 500 - - - 20 3 RAF -1 VFD 1500 25 12500 SPARE 30 26 11000 A11-1 25 3 - - - 1500 27 12500 - 28 11000 - - - - - - 1500 29 - 12500 30 11000 - - - 1 33 33 34 35 35 46 37 38 39 t 40 1 4 4 79400 18500 18500 TOTAL LOAD 56400 VA 157 AMPS 600 18750 18750 TOTAL LOAD 55100 VA 154 AMPS POWF_R RISF-R NOTF:5 O MAIN SERVICE SWITCHBOARD AND C/T COMPARTMENT TO BE SUCH AS SO. D POWER STYLE QED TYPE. PROVIDE WITH HOT SEQUENCE UTILITY, ROCKY MOUNTAIN POWER REVERSE FED C/T COMPARTMENT. NEMA 3R CONSTRUCTION. THIS PANEL -MM TO BE SUPPLIED WITH: ENTIRE GEAR ASSEMBLY TO BE RATED 65K (AIC) (1) 1200 AMP 3 -POLE BREAKER FOR PANEL -M SECONDARY SERVICE AS DIRECTED BY POWER COMPANY. (1) 600 AMP 3 -POLE BREAKER PANEL -CH PROVIDE AND INSTALL CONDUITS PER UTILITY REQUIREMENTS (1) 60 AMP 3 -POLE BREAKER FOR PANEL -SB PANEL -CH t0 BE 120 "208V. 3PH 4W -, -,EC, SHALL COORDINATE. SEE SPECIFICATIONS, 600 MLO SUPPLIED WI (2) 300 AMP 3 -POLE BREAKERS FOR CHILLER _ STOR BUILD 13 12 11 I 3P )I 50A 3P 125A 3P 150A PANEL PANEL CHILLER M MAINtPM ENCLOSURE O I� NE MA (BRKR. SECTION) o 3R 1 GROUND A5 PER N' C NP AS PER IWOA NEC. - - NEC. 1201208 V 30 4H 1 1/2 "C. 4 #4 TWO 3 "C, 4 #350 CU T 0 NEC. CURB FIVE 4 "C. 4500 CU l FOUR 3 "C. 4 #350 MAIN SERVICE TO PANEL -M MF_TER /MAIN OF.T?tIL NO SGALE METER AND MAIN - PANEL -MM - SEE DETAIL. THIS SHT. PAD MOUNT TRANSFORMER - LOCATE PER POWER CO. REQUIREMENTS UNDERGROUND PARALLEL SERVICE 3PH 4 WIRE, 120/208 VOLTS MAIN PANEL `M" -- FOUR- 3"C(4- 350KCMIL)THW, CU 3P )1200A MAIN BREAKER 10 15 2 9 I 14 7 8 15 3 3P )I 50A '� 3P 1 �100A �� 3P r �125A '� 3P _)100A 3 P 150A 3P 100A 3 P 200A 3P 1 125A 3 6 PANEL IPANEL PANEL 4- PANEL PANEL HA A PANEL IR UI PANEL q "J" NO A STOP STOP N STOP H1 -15 12561 L 2 1 2 A6i 1 ' GROUND REQUIRED REGARDLESS EE OF CONDUIT TYPE GROUNDING GONG 1000 TO BE SIZED AS PER NEC 250.122B 6 PANEL "D" PANEL IPANEL PANEL P PANEL1 MCC - 1 HA A PANEL IR UI PANEL q "J" NO A ' "G N VA H1 -15 "H1" LIGHTING "H2' 1 2200 EE �+ 2 1000 RECPT 20 7 2 20 1 LIGHTING - CORRIDOR ROOM PLATFORM ELEC STOP THE INTENT IS TO AVOID CREATING A 2000 MECH MECH 142 ;164 1161 E 20 1 1 ,303' 305 LIGHTING 1400 5 F � y " C.(4 #1 /0 + #4GRD) 2400 SINGLE LINE DIAGRAM 1000 RECPT 20 1 20 SCALE: NONE LIGHTING 1400 7 PANEL "D" MPS MAIN UGS ON Y VOLT 1;0/20g PHASE MOUNTING FLUSH LOCATION STAG BRKR A P DESCRIPTION CIRCUIT HA A IR UI DESCRIPTION q VA NO A C N VA 20 1 LIGHTING 1200 1 2200 �+ 2 1000 RECPT 20 1 20 1 LIGHTING - CORRIDOR 1200 3 THE INTENT IS TO AVOID CREATING A 2000 4 800 RECPT 20 1 20 1 LIGHTING 1400 5 F � y 2400 6 1000 RECPT 20 1 20 1 LIGHTING 1400 7 2200 8 800 RECPT 20 1 20 1 LIGHTING 1200 9 2000 10 800 RECPT 20 1 20 1 LIGHTING 1400 11 2800 12 1400 RECPT 20 20 1 LIGHTING - CHAPEL 1200 13 1700 14 500 SOUND CHAMBER 20 1 20 1 LIGHTING - CHAPEL 1400 15 2900 16 1500 LIGHTING - STAIRWAY 20 1 20 1 LIGHTING - CHAPEL 900 17 1600 18 700 LIGHTING - TOILET ROOM 20 1 20 1 LIGHTING - COVE 1400 19 2100 20' 700 LIGHTING - STAIRWAY 20 1 20 1 LIGHTING - COVE 1400 21 2400 22 1000 MOVIE SCREEN 20 1 20 1 LIGHTING - ROSTUM 1000 23 1500 24 500 RECPT 20 1 20 1 LIGHTING - CHAPEL PENDANT 1200 25 1700 26 500 RECPT DATA /SOUND 20 1 ING - CHAPEL PENDANT 1200 27 1700 28 500 RECPT TELEPHONE BD 20 1 TING - CHAPEL PENDANT 1200 29 1700 30 500 SOUND RACK 20 1 KER CAVITY 500 31 1500 3211000 COPIER 20 1 KER CAVITY fISPA 500 33 500 34 SPARE 20 1 E 35 36 SPARE 20 1 E 37 38 SPARE 20 E 39 40 SPARE 20 1 20 1 SPARE 41 42 SPARE 20 i 11400 11500 10000 TOTAL LOAD 32900 VA 92 AMPS PANEL "H1 " AMPS MAIN LUGS ON Y VOLTS 1 0 0 PHASE MOUNTING F U H LOCATION STAGE BRKR A DESCRIPTION CIRCUIT HA A I I DESCRIPTION K q P VA N A NO VA 20 1 LIGHTING 800 1 1400 2 600 RECEPTACLES 20 1 20 1 ATC 500 3 500 4 500 RECEPTACLES 20 1 20 1 1H -i 500 5 1000 6 500 ATC 20 1 20 i EX FAN EF2 500 7 1000 8 500 20 1 50 3 UH -2 VFD 3000 9 3500 10 500 20 7 - - - 3000 11 3500 12 500 BOILER B2 20 1 - - - 3000 73 3500 14 500 BOILER B1 Ti 20 1 ISO 3 MCCI 14000 15 14500 16 500 GMU -1 20 1 - - - 14000 171 14000 18 SPARE 20 1 - - - 14000 19 14000 20 20 1 20 1 SPARE 21 22 20 1 20 i 23 24 20 1 20 1 25 26 SPARE 30 3 27 28 - - - 30 7 29 30 - - - 1 33 34 35 46 37 38 39 40 1 4 79400 18500 18500 TOTAL LOAD 56400 VA 157 AMPS DATA ROOM 254 JPPER LEVEL • • • 0 • 20FT. OF #2 CU - ENCASED IN CONC. FOOTING PER NEC RODS 5 4 j �2'C.(4#6+#6GRD H4 -16 N PANEL PANEL HS' "H4" u� MECH MECH 01 13 302 STAND OFF GROUND BAR, SUCH AS ERICO #8543AO10. (TYPICAL) ' PROVIDE AND INSTALL ALL REQ'D. LUGS & TERMINALS. MOUNT . TO CONSERVE AS MUCH WALL SPACE AS POSSIBLE BUILDING PANEL -M # NEUTRAL TO EARTH GRD: AS PER NEC 1 • SPRINKLER MAIN BUILDING RISER Q :, r � L � R n I f` I rld { W r 6 Z W U w W o N = Q � 9 L f = T7 co Q � M� O � W w 1 Z D X _ O co STEEL w` n z � -y 4 E.C. SHALL COORDINATE GROUNDING REQUIREMENTS WITH L r � V x d LOCAL AUTHORITY HAVING JURISDICTION �+ PRIOR TO BEGINNING WORK. (� THE INTENT IS TO AVOID CREATING A a U w V} [-+ GROUND LOOP. E6", F � y W � BUIL ®IN� �R ®UIV ®INS �F_TAIL NO SCALE I ' I 1 I 1 I A 3P 100 T ROUND AS 0622 Number: - 0622 - - 1153 HIS SHT. an Serres: Property Numtrer: a = 595.9995 GROUND Sheet Tide: PANEL SCHEDULES, SINGLE LINE DIAGRAM AND DETAILS JOB # 0616 IS NONAL �� \STE� p/AppP/Ap k7C Sheat: D I�I O �Zonsu n N� s 101 50 Oth A­ OF �lE OF N Pocatello, Idaho 83201 r DDO QP� tel (2069 232 -4439 a (208) 232 -1435 RELIEF AIR FANS RAF SYMBOL FAN MOTOR NOM. HP VOLTS HTZ PH RAF -I 3 208 60 3 RAF -2 3 208 60 3 RAF -3 3 206 60 3 RETURN RELIEF AIR FANS RRAF SYMBOL FAN MOTOR 5ERVIGE NOM. HP VOLTS, HTZ PH RRAF -I 3/4 206 60 3 AHU -2 RRAF -2 3/4 208 60 3 AHU -2 RRAF -3 3/4 206 b0 3 AHU -3 RRAF -4 3/4 208 60 3 AHU -3 RRAF -5 1 112 1 206 1 60 3 AHU -4 RRAF -6 1 1/2 1 206 1 60 3 AHU -4 RRAF -7 1 1/2 1 205 1 60 3 AHU -4 PROPELLER VENT. FAN VF SYMBOL FAN MOTOR REMARKS N0�1. H p VOLTS HTZ PH PVF -1 3/4 1 208 1 b0 1 3 GMU -I GLYCOL MAKE —UP UNIT GMU SYMBOL HP PUMP REMARKS VOLTS HERTZ REMARKS HP MAX. RPM VOLT HZ PH GMU -I 1 I13 1150 1 120 60 1 ! STAND -BY UNIT HTR HEATING WTR (UH) SYMBOL HP ELEGTRIGAL REMARKS VOLTS HERTZ PHASE UH -1 U8 120 60 I PRIMARY GAS FIRED HEATING WATER BOILER (B) SYPIBOL ELEGTRIGAL REMARKS VOLTS HZ PHASE I AMPS 6 -1 120 60 1 180 PRIMARY B-2 120 60 I 18.0 STAND -BY CHILLED WATER PUMP (CHWP) SYMBOL ELEGTRIGAL HP REMARKS VOLT HERTZ PHASE CHAP -1 208 60 3 10 PRIMARY GHHP -2 208 60 3 10 STAND -BY HEATING WATER PUMP (HWP) SYMBOL ELEGTRIGAL HP REMARKS VOLT HERTZ PHASE HHP -1 208 60 3 3 PRIMARY HWP -2 206 60 3 3 5TAND-BY SUPPLY AIR FAN AHU 5YMBOL MIT SYMBOL SUPPLY SYMBOL VOLTS ELEGTRIGAL PHASE I TOTAL AMPS HH -1 DUTY VOLTS HERTZ PHASE HP RPM AHU -1 5F -I 208 60 3 30 1750 VAV SYSTEM AHU -2 5F -2 208 60 3 1.5 1150 CULTURAL HALL AHU -3 SF -3 20b 60 3 1.5 1150 LARGE CHAPEL AHU -4 5F -4 208 60 3 1.5 1150 SMALL GHAPEL DOMESTIC WTR HTRS —GAS FIRED WH 5YMBOL ELEGTRIGAL REMARKS VOLTS HERTZ PHASE I TOTAL AMPS HH -1 120 1 60 1 1 1 I6 - DOMESTIC WTR SOFT.— SIMPLEX WS ELEGTRIGAL SYMBOL REMARKS V OLT HERTZ PHASE H5 -1 120 60 1 1 1 - DOMESTIC WTR CIRC. PUMP (DCP) SYMBOL ELEGTRIGAL CHARACTERISTICS REMARKS VOLT HTZ PH HP RPM DGP -I 120 60 1 /12 1150 CABIN HEA TERS (CH) SYMBOL ELEGTRIGAL ELEGTRIGAL REMARKS MIN. MOTOR REMARK5 _ HATT5 VOLTS HERTZ I PHASE GH -1 205 120 60 1 60 GH -2 110 120 60 1 BASED ON 35% PROPYLENE GLYCOL GH -3 110 120 60 1 P ENT N CH-4 205 120 b0 I IOHP CH-5 1 110 1 12 1 60 I lc EXHAUST FAN (EF) SYMBOL ELEGTRIGAL HP REMARKS MIN. MOTOR VOLTS HERTZ PHASE EF -I 208 60 3 1 EF -2 120 60 3 0.5 EF -3 120 60 BASED ON 35% PROPYLENE GLYCOL 0.5 HEATING COIL WATER CIRCULATING PUMP (CCP) SYMBOL ELEGTRIGAL HP REMARKS VOLT HERTZ PHASE GGP -I 208 60 3 3/4 - BOILER CIRC. WATER PUMP (BCP) SYMBOL ELEGTRIGAL HP REMARK5 VOLT HERTZ PHASE 6GP -1 208 60 3 3/4 6-1 BGP -2 208 60 3 3/4 � - I AIR COOLED WATER CHILLER (C) SYMBOL ELEGTRIGAL CONTROL POKER MIN. CIRCUIT AMPS MAX OVERGURRENT PROTECTION AMPS REMARKS VOLTS HZ. PHA5E VOLTS HZ. PHASE 6-1 200 60 3 120 bO 1 251/221 300/300 BASED ON 35% PROPYLENE GLYCOL EXTERIOR HC LIGHTING 120V. CIRCUIT NE TO BUILDING EXTERIOR LIGHTS 120V. MANUAL BYPASS SWITCH BUILDING EXTERIOR LIGHTING CONTROL DIAGRAM N T. S, PHOTO CELL IN NEUTRAL OU TIME ;W TCH NEUTRAL OU LIGHTING CONTACTOR 120V NEUTRAL TO PARKING AREA LIGHTS 208V. PARKING TO PARKING MANUAL AREA BYPASS AREA AREA LIGHTS SWITCH CIRCUIT 208V. PARKING AREA LIGHTING CONTROL DIAGRAM N.T.S. 1 UNIT HEATER UH SYMBOL FAN MOTOR NNP VOLTS HTZ PH 5ERVIGE UH -I 1/12 120 60 O.G. PROTEGT.1 CONTROLS UH -2 1112 120 1 60 B START STOP UH - 3 /12 120 60 OUAN. SIZE 10HP UH -4 1112 120 60 C P ENT N UH -5 1112 120 60 # IOHP UH -6 1/12 120 60 D lc EXTERIOR HC LIGHTING 120V. CIRCUIT NE TO BUILDING EXTERIOR LIGHTS 120V. MANUAL BYPASS SWITCH BUILDING EXTERIOR LIGHTING CONTROL DIAGRAM N T. S, PHOTO CELL IN NEUTRAL OU TIME ;W TCH NEUTRAL OU LIGHTING CONTACTOR 120V NEUTRAL TO PARKING AREA LIGHTS 208V. PARKING TO PARKING MANUAL AREA BYPASS AREA AREA LIGHTS SWITCH CIRCUIT 208V. PARKING AREA LIGHTING CONTROL DIAGRAM N.T.S. 1 2 MAIN A PUMP BCP -1 A LUGS ! FL,A, O.G. PROTEGT.1 CONTROLS HIRE 3 /4HP REMARKS CHILLED WATER B START STOP B PUMP CHWP -i CONTACTS PUMP BCP -2 OUAN. SIZE 10HP N.O. 3 /4HP 10 CHILLED WATER C P ENT N C PUMP CHWP -2 # # # IOHP 2 3 /4HP 6 HEAT WATER D lc p PUMP HWP -1 32.2 RRF -1 60 3HP # 3 /4HP 2 HEAT WATER E RRF E PUMP HWP -2 V NOT 107M FtW WW 8 3HP 1 3 /4HP # # F 2 F SPARE 11 SPARE 200 MOLT 30 SIZE i NOT WEIR FlW NNP-2 SIZE 1 II 1 20 "MCC1" SCALE: NONE MOTOR CONTROL SCHEDULE (MCCI) MGG NO, VOLTS 091" PHASE 3 HIRE 4 LOCATION MWK Rl4. 124 SPECIAL EQUIP. CONTROL VOLTAGE RATING VERT. 22000 HORIZ. 2209 CKT. NO. ( NAMEPLATE LABEL H.P. FL,A, O.G. PROTEGT.1 CONTROLS HIRE CONDUIT 51ZE REMARKS NEMA SIZE 5RKR. SIZE START STOP HOA PILOT LIGHT CONTACTS DAY -BRITE OUAN. SIZE 6ND N.O. N.G. 10 C LLLED HAM FtW CNNP 10 322 2 60 # # # 2 2 8t 6 1' x0 VMT'30 lc OR= MM78R FtW C fL2 10 32.2 2 60 # # # 2 2 8116 6 r Zoe VOL 8# V NOT 107M FtW WW 8 II 1 20 # # # 2 2 8M2 11 SW 200 MOLT 30 E NOT WEIR FlW NNP-2 3 II 1 20 # # # 2 2 8M2 12 W 200 VOLT 80 IF PD6- V126E -6VC TTT F7 LIGHTOLIER 8021CCLW/6126BU120 3000K LITHONIA 2A SOM BCP4 8K 3.1 0 a # # # 2 2 PQ 12 814• x0 MOLT 3# 0 BOW 0CP-2 3174 8.1 0 0 # # # 2 2 812 12 W xe VOLT 8# x vert RRP 1 9/4 11 0 6 # # # 2 2 8M2 12 !low 200 VOL 80 24 REM01 MR RW IW4 8/4 3.1 O 15 # # # 2 2 812 12 SW 200 VOLT 80 2E REMM NR RW M44 8/4 8J 0 5 # 0 # 1 2 2 8M2 12 8/4' 20e VOLT 8# 3 9P/W SN- 132 - 120- *81 /WG /SN 3000K SUSPENDED WIRE GUARD LIGHTOLIER SN4S132HPFUNVSO *- AWG1 WCSP I FIXTURE SCHEDULE YM MANUFACTURER FIX. LAMP I MOUNTING REMARKS NAME CAT. N0. VA TYPE LED LOW VOLTAGE COVE LIGHT TO BE SELECTED BY THE OWNER. THIS FIXTURE IS LOCATED IN A TOTAL OF F1 FOUR LOCATIONS (TWO IN EACH CHAPEL). E.C. SHALL INCLUDE ALL LABOR, WIRING AND CONTROLS SHOWN FOR THE INSTALLATION AND A $2,000.00 CASH ALLOWANCE FOR EACH FIXTURE SHOWN ON THE DRAWINGS. DAY -BRITE SSR232 -120* LITHONIA SS232 -120 * 7Q 2 -1732 COVE ELECTRONIC METALUX SSL232- 120 - *81 78 BALLAST, SEE SPEC. 172 LIGHTOLIER S?G240RSHPF12050* 3000K 265100 COLUMBIA SS4- 232 -EB8 *120 _St S DECORATIVE PENDANT FIXTURE TO BE SELECTED BY THE OWNER, E.C. SHALL INCLUDE ALL LABOR, WIRING AND F3 CONTROLS SHOWN FOR THE INSTALLATION AND A $2,000.00 CASH ALLOWANCE FOR EACH FIXTURE. f4 DECORATIVE WALL SCONCE TO BE SELECTED BY THE OWNER, E.C. SHALL INCLUDE ALL LABOR, WIRING AND CONTROLS SHOWN FOR THE INSTALLATION AND A $600.00 CASH ALLOWANCE FOR EACH FIXTURE. F5 DECORATIVE PENDANT FIXTURE TO BE SELECTED BY THE OWNER, E.C. SHALL INCLUDE ALL LABOR, WIRING AND CONTROLS SHOWN FOR THE INSTALLATION AND A $2,000.00 CASH ALLOWANCE FOR EACH FIXTURE, 176 DECORATIVE CEILING FIXTURE TO BE SELECTED BY THE OWNER, E.C. SHALL INCLUDE ALL LABOR, WIRING AND CONTROLS SHOWN FOR THE INSTALLATION AND A $600.00 CASH ALLOWANCE FOR EACH FIXTURE. OMEGA S626PLTU -T6CS 26 1 -26W RECESSED ELECTRONIC BALLAST PORTFOLIO PD6- V126E -6VC TTT F7 LIGHTOLIER 8021CCLW/6126BU120 3000K LITHONIA AFV- 26TRT -6AR -120 PRESCOLTE CFT626EB- STF602 DMF DHFV6126D626ISFELEC DAY -BRITE CAN232- 120- 1/2EB* 70 2 -F32 SURFACE * ELECTRONIC BALLAST LITHONIA L9232-120* T8 SEE SPEC. 265100 F6 METALUX W -232A- 120 - *81 3000K LIGHTOLIER JS4A232120SO* COLUMBIA WC4- 232 - EB8 *120 LSI PR232SS0120 DAY -BRITE N132- 120 -CGS4 * 40 1-F32 SURFACE * ELECTRONIC BALLAST SEE' LITHONIA S132- 120 -WGS* T8 OR CHAIN SPEC. 265100 FURNISH WITH 179 METALUX SN- 132 - 120- *81 /WG /SN 3000K SUSPENDED WIRE GUARD LIGHTOLIER SN4S132HPFUNVSO *- AWG1 WCSP I COLUMBIA CH4 -132 -EB8 *120 -CHWG4 LSI S132SSOI20WG140 LIGHTOLIER C7709CLW /C700 7 50 PAR38 RECESSED SUPPLY WITH SLOPED PORTFOLIO PD7- V120- 7VP38C CAP /FL CEILING ADAPTORS. LITHONIA LP6 /6M1A 130V 1770 CAPRI OM6- 150PAR38- CS- SA6 -XX PRESCOLITE 84X -WT842 DMF DHIV6D6261SF DAY -BRITE 2SM432 -FS56 -120* 140 4 -F32 SURFACE * 2 ELECTRONIC BALLASTS LITHONIA 2M432AR12A 40 -120 * T8 3000K SEE SPEC. 265100 .14 THICK KGH AGRI - TIF LPNS METALUX 2M432ACTF140- 120 *82 1777 LIGHTOLIER PN62SFSVK432120SO COLUMBIA SM24- 432- FSACR.I4D- EB8 *120 LSI 2SACRIX432SDSSO(2).140120 DAY -BRITE 1DFS232 -FSOO- 120- 1 /2EB * -CS- 70 2 -F32 RECESSED * ELECTRONIC BALLAST 2 "DEEP- 2X8CELL -WHITE T8 SEE SPEC. 265100 ECOLITE LOUVER 3000K UTHONIA SPFB232 -2615W -120* F12 METALUX P2F- 232W- 213P- 12OV -EB81* LIGHTOLIER DNSlF24WS232- 120S0* COLUMBIA P2142432GW28S-EB*-120- SWW-FK14 LSI V1FPFL24- 232FD- SSO *WH -120 OMEGA OM842PLTUMD- CS- SA -B -XX -120 42 1 -42W RECESSED ELECTRONIC BALLAST PORTFOLIO PD8- V142E -8VC TTT SUPPLY WITH SLOPED LI GHTOLIER 8021 CCLW /8142BU120 3000K CEILING ADAPTORS. 1713 L%ONIA AFV- 42TRT -8AR -120 PRESCOLITE CFT842EB- STF802 DMF DHFV8142D8421SFELEC PRUDENTIAL WAL -6 SPLX 42TS YMW 120 MS 64W 2 - F 3 2 SURFACE * ELECTRONIC BALLAST. PAL AR931 4 - a' - w -OP /Pe -1701 - 120 -2 -ELB T8 WALL S EE PEC. 265100 MOUNT S 1714 PMC S0113- DI- W- 2- OCT -4- PBL- RAL#120 3000K +7'6 OR ABOVE MIRRORS. SEE ARCH DWGS. PRUDENTIAL WAL -6 SPLX 32T8 YMW 120 M5 * ELECTRONIC BALLAST, PAL AR9314- 3'- W -OP /PB -FOl- 120 -2 -ELB SOW 2 -1725 SURFACE SEE SPEC. 265100 MOUNT 1775 pMC 50113- DI- W- 2- OCT -3- PBL- RAL//120 TS WALL +7'6" OR ABOVE 3000K MIRRORS. SEE ARCH DWGS. LITHONIA L2T8 /L2TA -1 /L2TA- 2 /LTA13 /WH SURFACE 8' LIGHT TRACK 1776 PRESCOLITE TS8- WH /TS10- WH /TS21 TWO CIRCUIT TRACK CAPRI CTBW -2 CKT. LITHONIA LPHR /PAR38 /WH 150 PAR38 F77 PRESCOLTE T170- WH /T52- WH CAP /FL SEE FIXTURE NOTES CAPRI CT1038W 130V FOR QUANTITIES. UTHONIA AH- 50M -8 -AR -120 70 MOW. RECESSED FIB OMEGA OM85DED17PMH -CS -120 PRESCOLITE RHD801- 50MHFE-- STH802 -B24 OPEN RATED. LEMTON 9875 F19 OF GE5740 -7 EAGLE 604 75 A -19 SURFACE PROVIDE METAL WIRE GUARD BRYANT 5228 LITHONIA KAD150MR3TB LUMARK HPHR -R3 -150 -208 175 150W. 18' PARKING AREA F20EMCO AVi- 3 -1 -208 METAL ALUM.POLE LIGHTING. 208 VOLTS SPAULDING CRt- A- MH15- H3 -F -Q HALIDE SEE FIXTURE SCHEDULE NOTE LSI C2TH315OMHFMT CAPRI CT' 440W CP150 150 PAR38 SURFACE LITHONIA LTCFLTB AR38MB'WH /LTAI8WH CAP /FL 1727 HALO L764P/L973P 130V LIGHTOLIER 6353WH/6190WH PRESCOLITE AKTFCP38- WH /AKTMP -WH DMF DT602W -MPW LIGHTOLIER C6P30L /CWL /C6120/W 50 5OW RECESSED PORTFOLIO H7856T/6870P PAR ADJUSPBLE 1722 LITHONIA LPJ /JE1W 30 CAPRI R150ASIC -R38P 130V MCPHILBEN SLG20SW -DG SELF LUMINOUS MOUNT ABOVE BRANDHURST B- 100- U20 -GN -WHITE FRAME _ _ WALL DOORS UNLESS NOTED ISOLITE SLX- 60- SG20WH -U OTHERWISE PROVIDE SPL 70001- 20- GBG-SO- WHITE DIRECTIONAL ARROWS AS CHLORIDE C3GU20S -WH /TPC -W SHOWN ON PLANS EVENU LEX- 20 -1 -G -W MCPHILBEN SLG20DW -DG WALL SELF LUMINOUS BRANDHURST B- 100- U20 -D -GN -WHITE FRAME ISOUTE SLX- 60- DG2OWH -U SPL 70OC2 -20- GBG -SO -WHITE CHLORIDE C3GU20D -WH /TPC -W EVENLi TE LEX- 20 -2 -G -W FIXTURE SCHEDULE NOTE: SEE SHEET G103 FOR POLE BASE DETAIL. BASE SHALL BE HINGED. ORIENT BASE SO THAT POLE MAY BE LOWERED WITHOUT HITTING ANY OBSTRUCTION. SEE SPECIFICATIONS 265600 FOR FIXTURE AND POLE FINISH AND COLOR. PROVIDE A TOTAL OF THIRTY (30) F17 TRACK HEADS. WITH (12) WHITE, (6) BLUE, (6) AMBER AND (6) RED LAMPS. LOCATE AS DIRECTED BY OWNER IN FIELD, JOB 0 661111, % %%oNAL c. _ Q Q� AY 101 So. 18th Ave. 7'17 QF N Pocatello, Idaho 83291 x 000 1? tel 6208) 232 -4439 far (208) 232 -1435 a� � N ry 4 C fi h N 0 e ° a g m aN h F Q �c W W F z 0 W 0o U �, W 0 Y M2 Q � y o Q xx� co `o j W M D 2' W O h � F O � � w axe C� A xUx d H 'D WO I I L I � II I I I Project Number 0622 -85 -1153 - S eries: Plen Series: Property Number: 595 - 9995 Sheet Title: SCHEDULES AND DETAILS sheet: E302 PHOTO ELECTRICAL NOTES 1. NO CHANGES SHALL BE MADE WITHOUT THE PROJECT SOUND /ACOUSTICAL CONSULTANT'S WRITTEN CONSENT. 2. MOUNT MAIN SOUND EQUIPMENT CABINET SO THERE IS ADEQUATE CLEARANCE FOR IT TO BE FULLY OPENED. CABINET HINGES ON THE RIGHT SIDE. 3. REFER TO DRAWINGS FOR EXACT NUMBER OF COMPONENTS USED IF NOT SPECIFIED IN EQUIPMENT LIST. 4. INSTALL ALL SOUND CABLE IN CONCEALED SPACES IN CONDUIT AS PER SPECIFICATIONS_ CABLE SHALL BE CONTINUOUS WITHOUT SPLICES. 5. SPEAKER AND MICROPHONE CABLE SHALL NOT BE RUN IN THE SAME CONDUIT. 6. REFER TO ROSTRUM PLAN ON SHEET F2.1 FOR JUNCTION BOX LOCATIONS UNDER PULPIT. 7, MOUNT JUNCTION BOXES HORIZONTALLY AND CENTERED IN HARDWOOD BASE ON FRONT OF ROSTRUM, 8. LOOP EXTRA CABLES THROUGH JUNCTION BOXES, DO NOT CUT, ELECTRICAL EQUIPMENT LIST SYM DESCRIPTION QTY ACCEPTABLE TYPES ROD RE DISTRIBUTION CABLE A/R BELDEN 9248 WEST PENN 6373 3" DEEP, SINGLE GANG BOX MOUNTED A/R EXCEPT AS NOTED O AT ELECTRICAL OUTLET HEIGHT LIBERTY RG6- CCTV -CM OR AS APPROVED BY CONSULTANT O O K RG11 SATELLITE RECEIVER CABLE A/R BELDEN 1525A F O E O DISH TO RECEIVER WEST PENN 1110 IT LIBERTY RG11-D6 -CCTV OR AS APPROVED BY CONSULTANT 3" DEEP, DOUBLE GANG BOX MOUNTED 1 MOUNT IN PULPIT SIDE (X)M MICROPHONE CABLE, (X) INDICATES NUMBER A/R BELDEN 9451 AT ELECTRICAL OUTLET HEIGHT OF CABLES IF MORE THAN ONE, WEST PENN 454 LIBERTY 22 -1P -EZ 3" DEEP, DOUBLE GANG BOX MOUNTED 2 EK AT ELECTRICAL OUTLET HEIGHT OR AS APPROVED BY CONSULTANT 3" DEEP, DOUBLE GANG BOX MOUNTED 1 MOUNT IN PULPIT SIDE (X)B SPEAKER CABLE, (X) INDICATES NUMBER A/R BELDEN 8471 ET AT ELECTRICAL OUTLET HEIGHT OF CABLES IF MORE THAN ONE WEST PENN 225 LIBERTY 16- 2C-GRY OR AS APPROVED BY CONSULTANT ETK 3" DEEP, TRIPLE GANG BOX MOUNTED 1 MOUNT IN PULPIT SIDE AT ELECTRICAL OUTLET HEIGHT CATS CATEGORY 5 REMOTE CONTROL CABLE A/R BELDEN 1583B WEST PENN 4245 O 3" DEEP, DOUBLE GANG BOX WITH SINGLE A/R _ GANG PLASTER RING MOUNTED AT LIBERTY 24- 4P -L5 -EN ELECTRICAL SWITCH HEIGHT OR AS APPROVED BY CONSULTANT (1 3" DEEP, SINGLE GANG BOX MOUNTED A/R ® 18 "x12 "x4" METAL JUNCTION BOX RECESSED 2 AT ELECTRICAL SWITCH HEIGHT BEHIND SOUND /VIDEO EQUIPMENT CABINET CS ALIGN BOXES VERTICALLY AT +24" ABOVE FLOOR SV 2 1/8 DEEP, 4" SQUARE BOX WITH A/R RECESSED METAL SPEAKER ENCLOSURE A/R PROVIDED BY SOUND INSTALLER 5/8" DEEP DOUBLE GANG PLASTER RING INSTALLED BY ELECTRICAL MOUNTED AT ELECTRICAL SWITCH HEIGHT SPEAKER MOUNTING RING A/R PROVIDED BY SOUND INSTALLER INSTALLED BY ELECTRICAL CG 3 1/2" DEEP, TRIPLE GANG MASONRY i BOX ORIENTED HORIZONTALLY IN WALL SPEAKER MOUNTING RING A/R PROVIDED BY SOUND INSTALLER AT +5' -0" ABOVE FINISHED FLOOR INSTALLED BY ELECTRICAL 3" DEEP, DOUBLE GANG BOX MOUNTED A/R SEE F /75.2 W 3" DEEP, DOUBLE GANG BOX MOUNTED A/R PROVIDE 120VAC DUPLEX RECEPTA IN DOOR HEADER rrFAA�S AT 8' -O" ABOVE FINISH FLOOR (PLATFORM) ADJACENT ON DEDICATED CIRCUIT FOR EACH CHAPEL 3" DEEP DOUBLE GANG BOX SURFACE 2 SEE C /E5.2 3" DEEP, DOUBLE GANG BOX MOUNTED AT 12' -0" ABOVE FINISH FLOOR (PLATFORM.) A/R PROVIDE 120VAC DUPLEX RECEPTA ADJACENT ON DEDICATED CIRCUIT MOUNTED CCNTROL PEDESTAL, STUB CONDUIT 2 CP 7HROUGH FLOOR FOR EACH CHAPEL 3" DEEP, SINGLE GANG BOX MOUNTED 1 LF 3" DEEP, DOUBLE GANG BOX MOUNTED A/R O IN RISER BEHIND ORGAN CONSOLE IN ORGAN LOFT AT 16' -0" ABOVE PLATFORM H 6" X 6" X 4" UTILITY JUNCTION BOX MOUN ED1 LEAVE 18" CABLE LOOP MANUFACTURER'S NAMES AND TELEPHONE NUMBERS ARE LISTED IN THE SPECIFICATIONS AT 2' -C' ABOVE FINISH FLOOR FOR SATEL ITE INSIDE BOX. DO NOT CUT, DISH CABLE. r O w E „ h am. o'- O ,r! 2 t n °o n SACRAMENT TABLE MICROPHONE, TAPE RECORDER, AND EXTENSION CABLES TO BE INSTALLED BY SOUND CONTRACTOR SURFACE MOUNTED BOXES ON SIDE OF TABLE BEHIND 3/4" SUPPORT SEE F2.1 CONDUIT COUPLER CONDUIT STUB Q INSTALL 120VAC OUTLET IN SURFACE MOUNTED BOX NEAR g S ECTION "D" SACRAM TABLE (� A6.1. F2A SCALE: 1/2" = l' -0 " 9 " E4.1 18 "x12" BOX I I SOUND /VIDEO /IT CONDUIT STUB -OUTS I I I I L 7 ---- - - - --I 1e "x12" Box '2" CONDUIT TO TELEPHONE r ENTRY ON SITE UNSWITCHED OUTLET INSTALL SEPARATE SEPARATE y6 GROUND E O : '� RANCH PANEL. LEAVE 5' -0" O C tC I TC TO BRANCH IN JUNCTION LEA LEA L - - -- -- -i SOUND PANEL WIRING B E42 AND COVER PLATES BY SOUND CONTRACTOR -- HEADER E4.2 SCALE: 1 112 " =1' -0" u L j W 1 w Z U Lu � cn W Y �o Q W U) Q 7 mm W co o W D x o m H O w Ufa m V Q Q x a a U H �D .Qa � w WO o d o g Project Number: 0622 -85 -1153 Plan Series Property Number 595 -9995 Sheet Tine: ELECTRICAL DETAILS - SOUND, IT, VIDEO sneer. E502 PULPIT EQ M INPUT 1 (MIXER) 5 OUT ( ) SACRAMENT TABLE INPUT 2 (MIXER) ROSTRUM INPUT 3 (MIXER) jALCONY IDE INPUT 4 (MIXER) 6 OUT (EQ) 2 C M SATELLITE AUDIO DA INPUT 5 (MIXER) 3 C U INPUT 6 (MIXER) PLATFORM 1 OUT (EQ) EQ EFT n INPUT 7 (MIXER) PLATFORM RIGHT #3 O-- INPUT 8 (MIXER) 4 C O AUX IN O I 5 < ❑ ❑ ❑ CAT5 REMOTE CONTROL CC8B4 -1 (IF) VOLUME 2 OUT (EQ) — LED .. .a I CATS CC884 -2 (IF) l AUTO /MANUAL E0 m 0 CC POWER I 3 OUT (EQ) W INPUT 9 (MIXER) A INPUT 10 (MIXER) l u u l VOLUME TO PULPIT MOTOR CAT5 CP884 (IF) CONTROL p❑ 4 OUT (EQ) PULPIT UP /DOWN Cp POWER I F CA75 CS884 (IF) O O IR OVERFLOW /CULTURAL CENTER — I CATS DOOR 1 (IF) I � I IR CHAPEL /OVERFLOW CAT5 DOOR 2 (IF) IR JUMP TO GROUND - DOOR 3 (IF) DIGITAL SIGNAL P ROCESS OR I POWER D ° SUPPL� ~ I a — D O ° D I 1 OUT (EQ) — m ° 2 OUT (EQ) VOLUME TO PULPIT 1 3 OUT (EQ) MOTOR L CAT5 CP884 (IF) CONTROL PULPIT U UP /DOWN I 4 OUT (EQ) a ❑ o Cp POWER v CAT5 CS884 (IF) N O � CS N M PULPIT INPUT 1 (MIXER) ° SACRAMENT TABLE - � M INPUT 2 (MIXER) F, U ROSTRUM _ _ INPUT 3 (MIXER) d /'1 SIDE INPUT 4 (MIXER) O -�— INPUT 5 (MIXER) a FROM SATELLITE AUDIO DA INPUT 6 (MIXER) INSTALL COM TEK ANTENNA IN ORGAN LOFT ABOVE (STAKE CHAPEL) AUX IN U CASSETTE TO SATELLITE SYSTEM AUDIO INPUT J- LINE ARRAY I CHAPEL 150 LINE ARRAY CHAPEL 150 _8W — 8W — 2W — 2W — 2W TAP ROSTRUM CHA ORGAN LOFT SPEAKERS AT AT 2W I - — — — UNDER BALCONY CHAPEL 150 8W SW 8W 8W TYPICAL OF 12 I� -— 8W 8W 8W 8W OVERFLOW 2 TTYPICAL OF 4 �— CULTURAL CENTER 166 15W i 15W 15W 15W TYPICAL OF 12 — I�t u PLATFORM 164 I 311 V 4W� FOYER 161 4W V � FOYER 139 4W V III U HIGH COUNCIL 140 4W t u 4W V 1 CORRIDOR 248 V 4W 1� CORRIDOR N sv 4W I�❑ ROOM 104 I t ❑ SERVING 105 l❑ MOTHERS 108 4W V ( —� MOTHERS 130 — _.I - LINE ARRAY Sv CHAPEL 222 LINE ARRAY 4W CHAPEL 222 V ° �--�� ROOM 133 LF 41.1 V II� --a ROOM 210 I Sv 4W V - MOTHERS 252 SOUND NOTES 1. CONNECT RACK MOUNTED RJ -11 JACK TO NON -TOLL RESTRICTED OFFICE TELEPHONE LINE - COORDINATE WITH PM OFFICE. 2. DISCONNECT REAR CHAPEL SPEAKERS DURING FOLDING DOOR SOUND TESTS. 3. EMTECH P SERIES MODULES MAY BE BUILT BY CONTRACTOR WITH PRIOR APPROVAL. OBTAIN CONSTRUCTION DETAILS FROM CONSULTANT. COLOR OF INSERTS AND COVER PLATES SHALL MATCH ELECTRICAL OUTLETS. 4. COORDINATE WITH FM GROUP TO HAVE AUDIO AND VIDEO CABIINET PHONE JACKS CONNECTED TO NON TOLL RESTRICTED PHONE LINE. 5. CONNECT MIXER AND IF TO UNSWITCHED POWER OF SURGE SUPPRESSOR. CONNECT MIXER AMPS AND MASKING AMP TO SECOND UNSWITCHED OUTLET OF SURGE SUPPRESSOR. CONNECT BALANCE OF SOUND EQUIPMENT TO SWITCHED OUTLETS. SEE REMOTE DIAGRAM. 6. CONNECT #6 GROUND WIRE TO BACK SECTION OF SOUND CABINET. 120 VAC UNSWITCHED Q ❑ V ROOM 127 MA1 4W 4W TYPICAL. OF 4 — — IJ L 41 M M ROOM 126 IE �J 120 VAC UNSWITCHED Q O a-=-o-- V RELIEF SOCIETY 117 MA2 - 4W 4W TYPICAL OF 8 — — M M 120 VAC UNSWITCHED Q V �4W�4W RELIEF SOCIETY 214 MA3 TYPICAL OF 4 I 6V V 4W (� SERVERY 171 V 4W --� FOYER 217 1 120 VAC 4W UNSWITCHED �Y/J FOYER 225 I MA4 Q 5 OUT (EQ) �I PAA22r %� _ _ - -- v ✓ SW SW - 1 4 W 9W4W z ( _ Ull — T INSTALL COMTEK ANTENNA IN OTIi 6 OUT (EQ) ALS -1 ORGAN LOFT ABOVE (WARD CHAPEL) CHAPEL 222 ROSTRUM E TAP AUX IN TAP ORGAN LOFTSPEAKERS AW 4W DIGITAL SIGNAL % j cnssErrE o I PR OCESSOR UNSWITCHED a POWER MAS TO MASKING SPEAKERS ,� SUPPLY 1W iW TYPICAL OF o LIP MENT CABINET _— — — 0 a SINGLE LINE SOUND DIAGRAM : 1 r, L 4W II� RELIEF SOCIETY 215 4W It u 4W �1� L Q PRIESTHOOD 227 4W 4W TYPICAL OF 4 L 4W II� PRIESTHOOD 228 4W II �c x `w n o lam" _ C Ua A W W Z L) W° W o Y �o w¢ O vJ Q j R m 4- LU W O lY 1 W O I� U m [ w U Q �U Ca a U w H W � 0 o I � Q q Q o Project Number 0622$5 -1153 Plan Series Property Number 595 -9995 Sheet Title: SOUND SYSTEM DIAGRAM Sheet: T101 IT EQUIPMENT LIST 3 � 2 a �I EQUIPMENT 18" X 12" X 4" ALIGN VERTICALLY ROOM 254 EQUIPMENT SYM DESCRIP iIDN QTY ACCEPTABLE TYPES ® 12 PORT CATSE PATCH PANEL 3 BELKIN C- PP5- 12 -F -BK IT CATSE FEMALE CONNECTOR WALL - MOUNTED A/R EMTECH MSC -RJ VENT DSPI SINGLE GANG, HIGH IMPACT NYLON COVER PLATE A/R HUBBELL OR LEVITON VENT -- RECEIVER COMBINER VENT PA] PA2 PAP VENT LCD MONITOR MODULATOR MODULATOR MODULATOR VENT MAI IT PATCH PANEL MAP MA3 MICROPHONE INPUT MODULE MA4 MA5 VENT DSPI INTERFACE UNIT 1 EQI DSP2 INTERFACE UNIT 2 I WITH L215D -77 DOOR SINGLE GANG, HIGH IMPACT NYLON RACK ELEVATION SOUND EQUIPMENT LIST SYM DESCRIPTION QTY ACCEPTABLE TYPES ® SOUND /VIDEO EQUIPMENT CABINET FREE STANDING; PROVIDE SIDE PANELS AND 2 ATLAS SOUND FMA77 -25SA -962 LOWELL L277 -77 z MICROPHONE INPUT MODULE A/R EMTECH MSC -M NI o � � LOCKING FRONT AND REAR DOORS, WITH L215D -77 DOOR SINGLE GANG, HIGH IMPACT NYLON A/R HUBBELL OR LEVITON AND TOP VENTILATION FAN UNIT. xUa MIDDLE ATLANTIC ERK -4425 COVER PLATE e a U I, WITH FD -44 DOOR d H d MICROPHONE INPUT MODULE A/R EMTECH MSC -M MIXER, DIGITAL SIGNAL PROCESSOR, 2 IVIE 1026 WITH 10261F AND POWER SUPPLY Wo LINE LEVEL INPUT W /VOLUME CONTROL A/R EMTECH MSC -W DOUBLE GANG, HIGH IMPACT NYLON A/R HUBBELL OR LEVITON POWER AMPLIFIERS PAT, PA2 2 QSC CX204V COVER PLATE I PA3 CROWN CTs4200 50' MICROPHONE EXTENSION CABLES 2 CONQUEST B84 -50 1 QSC CX302 (8 OHM) WITH BLACK CONNECTORS PRO CO M -50 SATELLITE SYSTEM TVSS CROWN CT s600 (B OHM) LAPEL MICROPHONE 2 ELECTRO -VOICE RE -90LAT STAKE CHAPEL EQUALIZER 1 IVIE 626 POWER OUTLETS -- SOUND SYSTEM MICROPHONE, GENERAL USE 2 SHURE BETA 57A MIXER AMPLIFIERS MA1, MA2, MA3, MA 4 TOA BG -1030 Q s AUDIO- TECHNICA ATM -61HE ELECTRO -VOICE N /D767A W /RACK KIT & PHANTOM POWER - -- MICROPHONE, CHAPEL PULPIT 2 - CROWN LM201BLF 1 TOA BG -1015 W /RACK KIT WITH EMTECH SMC -100 MODULE MA5 PROVIDE PHANTOM POWER UNSWITCHED MICROPHONE, SACRAMENT TABLE 2 IVIE IM -10 A/R MIDDLE ATLANTIC SECS -2 AND W /HTX SCREWS SECURITY COVERS FOR MA# 2 CONQUEST B84 -10 AND SWITCHER 10' -D" MICROPHONE EXTENSION CABLE Prop -9 Number 595 -9995 EQUIPMENT CABINET OR EQUIVALENT WITH BLACK CONNECTORS PRO CO M -10 CUSTOM RACK PANEL 1 SINGLE SPACE RACK PANEL MICROPHONE STAND, FLOOR TYPE 1 ATLAS SOUND MS -20E 1 RJ -11 PHONE JACK WITH JUMPER REMOTE CONTR LIST & DETAILS _ T CABLE TO PHONE JACK IN REAR MULTI INPUT ADAPTOR BOX 1 EMTECH EJ -B qLS OF CABINET SV SDURCE SWITCH MODULE A/R EMTECH MSC -S; CUSTOM LABEL AS WARD CHAPEL / STAKE CHAPEL IMPAIRED HEARING SYSTEM 2 COM TEK CC -75LD VOLUME CONTROL MODULE A/R EM TECH MSC -V10 LINE TRANSFORMER A/R ROL 7X-1A PRO CO LOT -T DOUBLE GANG, HIGH IMPACT NYLON COVER PLATE A/R HUBBELL OR LEVITON E SURGE SUPPRESSOR AND SWITCHER i SURGEX SX1115RT LOWELL ACSP -RPC1R -1509 QJ SOURCE SWITCH MODULE A/R EMTECH MSC -Q; CUSTOM LABEL AS WARD CHAPEL / LOCAL MIC / STAKE CHA POWER STRIP A/R 6 OUTLET POWER STRIP OR EQUAL VOLUME CONTROL MODULE A/R EMTECH MSC -V35 4" LOUDSPEAKER A/R ATLAS SOUND FC104 -T47 DOUBLE GANG, HIGH IMPACT NYLON A/R HUBBELL OR LEVITON LOWELL JR410 -T470 COVER PLATE LOUDSPEAKER GRILLE ELECTRO -VOICE 2058T VOLUME CONTROL MODULE A/R EMTECH MSC -V10 A/R ATLAS SOUND T720 -4BT SINGLE GANG, HIGH IMPACT NYLON A. /R HUBBELL OR LEVITON LOWELL CN -4M COVER PLATE LOUDSPEAKER ENCLOSURE A/R ATLAS SOUND E410 -11 0 SPEAKER ON /OFF MODULE 1 EMTECH MSC-L 4" LOUDSPEAKER A/R ATLAS SOUND FC104 -747 SINGLE GANG, HIGH IMPACT NYLON 1 HUBBELL OR LEVITON LOWELL JR410 -T470 COVER PLATE LOUDSPEAKER GRILLE ELECTRO -VOICE 2058T CS SATELLITE AUDIO CONTROL 2 IVIE CS884A A/R ATLAS SOUND T720 -48T LOWELL CN -4M SINGLE GANG, HIGH IMPACT NYLON 2 HUBBELL OR LEVITON A/R ATLAS SOUND TR411 COVER PLATE LOUDSPEAKER MOUNTING BRACKET CP CHAPEL CONTROL PEDESTAL PLATE 2 IVIE CP884A 6" LOUDSPEAKER A/R ATLAS SOUND FA136T87 FA97 -6 ENCLOSURE AND FA720 -6 GRILLE FA -TR6 MOUNTING BRACKET CULTURAL CENTER REMOTE CONTROL 1 IVIE CC884A A/R JBL CONTROL 26CT CC MTC -26NC MOUNTING BRACKET UM TAPE RECORD MODULE 2 EMTECH MSC -U 8" LOUDSPEAKER A/R ATLAS SOUND SCXT60 MICROPHONE INPUT MODULE 2 EMTECH MSC -M DOUBLE GANG, HIGH IMPACT NYLON 2 HUBBELL OR LEVITON A/R ATLAS SOUND 164-8A LOUDSPEAKER GRILLE COVER PLATE LOUDSPEAKER ENCLOSURE A/R ATLAS SOUND 0418 AUDIO CASSETTE TAPE RECORDER 2 EIKI 3279 OR EQUAL. POWERED COLUMN LOUDSPEAKER 2 RENKUS HEINZ IC16/8 SECURED TO SACRAMENT TABLE SHELF WITH ALC AND 1/8" A.UX INPUT LAS STAKE CHAPEL 6' -0" PATCH CORD 2 PIGTAIL TO 1/8" MONO LA W POWERED COLUMN LOUDSPEAKER WARD CHAPEL 2 RENKUS HEINZ IC8 INFRARED DETECTORS - COVER A/R IVIE IR -1 CABLE W/ LIGHT COLORED TUBING LOW FREQUENCY CABINET 2 ELECTR O -VOICE EVID 121 IR DOUBLE GANG, HIGH IMPACT NYLON A/R HUBBBEL OR LEVITON LF SUSPEND FROM ORGAN LOFT CEILING COVER PLATE WITH 1/4 "HOLE O CABLE p ' MOUNTED MICROPHONE 1 SWITCHCRAFT A3FB MANUFACTURER'S NAMES AND TELEPHONE NUMBERS ARE LISTED IN THE SPECIFICATIONS CONNECTOR - ORGAN INPUT NEUTRIK NC3FX -BAG SINGLE GANG. HIGH IMPACT NYLON 1 HUBBELL OR LEVITON COVER PLATE WITH 1/4" HOLE IR -1 IR -1 LIGHT SOURCE — RECEIVER P ALIGN SENSORS ON POWER INDICATOR ALL THREE AXES BEAM ALIGN INDICATOR WHITE / i - DOOR SWITCH 2 - NO CONNECTION 3 - NO CONNECTION 4 - +24VDC GREEN NOT GREEN NOT 5 - +24VDC USED USED 6 - NO CONNECTION 7 - GROUND 8 -- GROUND CONNECT TO 1026 -IF i - WHITE - ORANGE IR1 DOOR 1, 2, OR 3 2 - ORANGE WHITE FROM RECEIVER­ WHITE - ORANGE 3 - WHITE -GREEN RED _ 4 - BLUE BLACK o� e 5 - WHITE -BLUE 6 - GREEN 7 - WHITE -BROWN 8 - BROWN BLUE - ----- WHITE -BROWN WHITE -BLUE BROWN IVIE IR -1 WIRING DIAGRAM �• l O W4 O U a5 y q o �w c n ct W W F— Uj Z Tn U W W °° Y �o 1 Q > O f = 0 4 � tY m 4- gw� O 1 W D x M � 0 W Sheet: T102 z o � � xUa e a U I, d H d Wo 24 VDC IF SWITCH I REM OTE /OFF SATELLITE SYSTEM TVSS SWITCHED -- POWER OUTLETS -- SOUND SYSTEM — EQUIPMENT Q s I ^ � UNSWITCHED - POWER OUTLETS --- MAIN MIXER AND 1F VIA POWER STRIP — MASKING, MIXER AMPS VIA POWER STRIP Project Number UNSWITCHED 0622 -85 -1153 POWER OUTLET Plan Series. SURGE SUPPRESSOR AND SWITCHER Prop -9 Number 595 -9995 EQUIPMENT CABINET Sheet Title: SOUND & IT EQUIPMENT REMOTE CONTR LIST & DETAILS _ T T dnM OF FOUR CRCUI D Sheet: T102 BALANCED AUDIO FROM CHAPEL E 6 OU T AUDIO DA AUDIO 2 SATELLITE AUDIO STAKE CHAPEL AUDIO CHAPEL MIXER ,�.�.1`� INPUT 5 VIDEO DA ....,,�.,..y MODULATOR CHANNEL # VIDEO AUDIO CAMERA INPUT VIDEO K — DA 1 o AUDIO CHAPEL ' OUTPUTS O VIDEO [ P OFFICE RJ -11 MOUNTED ON PROGRAM I #2 SELECTOR PANEL L------------------------------- - - - - -J VIDEO EQUIPMENT CABINET SINGLE LINE DIAGRAM CULTURAL ROOM RELIEF MATERIALS CENTER 126 SOCIETY CENTER 63 7 169 ROOM RELIEF CHAPEL PRIESTHOOD ROOM MATERIALS 210 SO -IETY 222 227 F 2 - 36] CENTER 75 OHM TERMINATOR CHAPEL HIGH ROOM F COUNCIL 134 40 1 STAKE CHAPEL SAT VIDEO OUTPUT WARD CHAPEL SAT VIDEO OUTPUT CULTURAL CENTER SAT VIDEO OUTPUT SAT CULTURAL CENTER J VIDEO OUTPUT CULTURAL CENTER CAMERA OUTPUT CULTURAL CENTER CAMERA OUTPUT WARD CHAPEL CAMERA OUTPUT VIDEO EQUIPMENT LIST SYM INSTALL IN WEATHERPROOF ACCEPTABLE TYPES GROMMETED HOLE FOR RG6 & j POWER CABLES FOR MONITOR SURGE SUPPRESSOR A/R SURGEX SX1115R !� BOX ON DISH BASE PIPE LOWELL ACSP -RPCiR -1509 POWER STRIP A/R 6 OUTLET POWER STRIP SATELLITE RECEIVER, A/R WEGENER UNITY 500 1 AUDIO PAIR — — — — — — — �y MODULATOR A/R PICO MACOM PCM -55 CAMERA SWITCHES AND JACKS BLONDER TONGUE BAVM860AW F HOLLAND HM55 AS SHOWN 0 AUDIO SATELLITE BROTHER TYPE LABEL RF COMBINER A/R PICO MACOM PHC12 LANGUAGES AND CHA OUTPUTS HOLLAND HC12 RF SPUTTER A/R BLONDER TONGUE CRS -4 O 4'IDEO STAKE CHAPEL RMS CA 2009 /SM 0 O VIDEO DA A/R VICON V210DA W/ RACK MOUNT SELECT TAP PHONE RF OUTPUTS AUDIO VIDEO EMTECH VDA -6F VIDEO SATELLITE PELCO DA104DT W/ RACK MOUNT SAT OUTPUTS CHANNEL NUMBER OUTPUT LEV DISH RDL RU -DA4D MOUNTED ON RU -RA3 WITH VDA 7 - - -- METAL RACK PANEL WITH JB RGii RG6 RECEIVER WITH HTX SCREWS ENGRAVING AS SHOWN BY CONSULTANT F TV WITH MIDDLE ATLANTIC SECS -1 WITH HTX SCREWS 600/600 ISOLATION TRANSFOMER VIDDEEC RDL TX -1A OD ULATOR CHANNEL # PRO CO LOT -1 F SHELF MOUNT IN RACK 7" MINIMUM LCD COLOR MONITOR WITH 1 GROUNDING VIDEO EXTERNAL ANTENNA JACK MOUNTED ON CUSTOM 4RU PANEL CUSTOM RACK PANEL 1 FOUR SPACE RACK PANEL SEE DETAIL A 2 RF CONNECTORS WITH TAPS BLOCK RCA CONNECTORS i DPDT SWITCH GROUNDING BLOCK F 4ER PICO MACOM GRB -i SATELLITE DISH 1 PRODELIN 1344 -020 3.4M AZ /EL ANTENNA SINGLE POLE (FOR MOST OF USA) PRODELIN 1374 -040 3.7M AZ /EL ANTENNA SINGLE POLE (FOR HAWAII, CANADA, ALASKA, EXTREME NORTHEAST COAST USA) LNB 1 NORSAT 8215 CALIFORNIA AMPLIFIER 140105 -20 JB IN -LINE AMPLIFIER 1 PICO MACOM LA -2150D SATELLITE AUDIO INTERFACE 1 EMTECH TTA18 CONNECTORS FOR RG11 CABLE A/R GF 11AHS460 F CONNECTORS F OR GILBERT EQUIVALENT 75 OHM TERMINATORS A/R BLONDER TONGUE BTF -TP RMS CA 1230T CHANNEL NUMBER 1 10' -0 ", 75 OHM VIDEO CABLE. RCA CONNECTORS ON BOTH ENDS 75 OHM EXTENSION CABLE AUDIO 40' -0 ", 75 OHM VIDEO CABLE. RCA AUDIO CONNECTORS ON BOTH ENDS O BY CONSULTANT A/R EMTECH MSC -F CULTURAL 1 O VIDEO /RF MODULE DA EMTECH MSC -E MODULATOR CHANNEL # RF COMBINE163 OR RMS CA 290/M CENTER RCA CONNECTORS MODULE FOR A/R EMTECH MSC -K CAMERA INPUT AND PROJECTOR OUTPUT @ VIDEO /RF MODULE A/R EMTECH MSC -E W/ BLONDER TONGUE SCW1930 OR RMS CA 290/M RCA CONNECTORS MODULE FOR A/R EMTECH MSC -K CAMERA OUTPUT AND PROJECTOR INPUT AU SINGLE GANG, HIGH IMPACT NYLON A/R HUBBELL OR LEVITON COVER PLATES FOR F, E, K BALANCED AUDIO FROM CHAPEL E 6 OU T AUDIO DA AUDIO 2 SATELLITE AUDIO STAKE CHAPEL AUDIO CHAPEL MIXER ,�.�.1`� INPUT 5 VIDEO DA ....,,�.,..y MODULATOR CHANNEL # VIDEO AUDIO CAMERA INPUT VIDEO K — DA 1 o AUDIO CHAPEL ' OUTPUTS O VIDEO [ P OFFICE RJ -11 MOUNTED ON PROGRAM I #2 SELECTOR PANEL L------------------------------- - - - - -J VIDEO EQUIPMENT CABINET SINGLE LINE DIAGRAM CULTURAL ROOM RELIEF MATERIALS CENTER 126 SOCIETY CENTER 63 7 169 ROOM RELIEF CHAPEL PRIESTHOOD ROOM MATERIALS 210 SO -IETY 222 227 F 2 - 36] CENTER 75 OHM TERMINATOR CHAPEL HIGH ROOM F COUNCIL 134 40 1 STAKE CHAPEL SAT VIDEO OUTPUT WARD CHAPEL SAT VIDEO OUTPUT CULTURAL CENTER SAT VIDEO OUTPUT SAT CULTURAL CENTER J VIDEO OUTPUT CULTURAL CENTER CAMERA OUTPUT CULTURAL CENTER CAMERA OUTPUT WARD CHAPEL CAMERA OUTPUT VIDEO EQUIPMENT LIST SYM DESCRIPTION OTY ACCEPTABLE TYPES GROMMETED HOLE FOR RG6 & j POWER CABLES FOR MONITOR SURGE SUPPRESSOR A/R SURGEX SX1115R LOWELL ACSP -RPCiR -1509 POWER STRIP A/R 6 OUTLET POWER STRIP SATELLITE RECEIVER, A/R WEGENER UNITY 500 1 AUDIO PAIR SPANISH INCLUDING ENGRAVING MODULATOR A/R PICO MACOM PCM -55 CAMERA SWITCHES AND JACKS BLONDER TONGUE BAVM860AW HOLLAND HM55 AS SHOWN DRAKE 300VFM BROTHER TYPE LABEL RF COMBINER A/R PICO MACOM PHC12 LANGUAGES AND CHA BLONDER TONGUE OC -8d HOLLAND HC12 RF SPUTTER A/R BLONDER TONGUE CRS -4 STAKE CHAPEL RMS CA 2009 /SM 0 O VIDEO DA A/R VICON V210DA W/ RACK MOUNT PHONE RF OUTPUTS AUDIO VIDEO EMTECH VDA -6F VIDEO WARD CHAPEL PELCO DA104DT W/ RACK MOUNT SAT OUTPUTS AUDIO DA A/R RDL RU -DA4D MOUNTED ON RU -RA3 WITH VDA 7 - - -- METAL RACK PANEL WITH WITH MIDDLE ATLANTIC SECS -1 WITH HTX SCREWS ENGRAVING AS SHOWN SYMETRIX 305 WITH RM -3, AND FP -3 WITH MIDDLE ATLANTIC SECS -1 WITH HTX SCREWS 600/600 ISOLATION TRANSFOMER 1 RDL TX -1A PRO CO LOT -1 7" MINIMUM LCD COLOR MONITOR WITH 1 POWER ACOUSTIK PT -7TV EXTERNAL ANTENNA JACK MOUNTED ON CUSTOM 4RU PANEL CUSTOM RACK PANEL 1 FOUR SPACE RACK PANEL SEE DETAIL A 2 RF CONNECTORS WITH TAPS 4 RCA CONNECTORS i DPDT SWITCH GROUNDING BLOCK 1 PICO MACOM GRB -i SATELLITE DISH 1 PRODELIN 1344 -020 3.4M AZ /EL ANTENNA SINGLE POLE (FOR MOST OF USA) PRODELIN 1374 -040 3.7M AZ /EL ANTENNA SINGLE POLE (FOR HAWAII, CANADA, ALASKA, EXTREME NORTHEAST COAST USA) LNB 1 NORSAT 8215 CALIFORNIA AMPLIFIER 140105 -20 JB IN -LINE AMPLIFIER 1 PICO MACOM LA -2150D SATELLITE AUDIO INTERFACE 1 EMTECH TTA18 CONNECTORS FOR RG11 CABLE A/R GF 11AHS460 F CONNECTORS (SATELLITE DISH TO RECEIVER) OR GILBERT EQUIVALENT 75 OHM TERMINATORS A/R BLONDER TONGUE BTF -TP RMS CA 1230T 75 OHM EXTENSION CABLE 1 10' -0 ", 75 OHM VIDEO CABLE. RCA CONNECTORS ON BOTH ENDS 75 OHM EXTENSION CABLE 1 40' -0 ", 75 OHM VIDEO CABLE. RCA CONNECTORS ON BOTH ENDS O RF MODULE A/R EMTECH MSC -F W/ BLONDER TONGUE SCW1930 OR RMS CA 290/M O VIDEO /RF MODULE A/R EMTECH MSC -E W/ BLONDER TONGUE SCW1930 OR RMS CA 290/M O RCA CONNECTORS MODULE FOR A/R EMTECH MSC -K CAMERA INPUT AND PROJECTOR OUTPUT @ VIDEO /RF MODULE A/R EMTECH MSC -E W/ BLONDER TONGUE SCW1930 OR RMS CA 290/M RCA CONNECTORS MODULE FOR A/R EMTECH MSC -K CAMERA OUTPUT AND PROJECTOR INPUT SINGLE GANG, HIGH IMPACT NYLON A/R HUBBELL OR LEVITON COVER PLATES FOR F, E, K DOUBLE GANG, HIGH IMPACT NYLON A/R HUBBELL OR LEVITON COVER PLATE FOR EK, ET SINGLE GANG WEATHERPROOF BOX 1 RACO 5385 BOX OR EQUAL AND COVER PLATE MOUNTED RACO 5091 COVER PLATE OR EQUAL +2' -0" ON SATELLITE BASE PIPE MANUFACTURER'S NAMES AND TELEPHONE ARE LISTED IN THE SPECIFICATIONS Y a N z 0 PROGRAM SELECTOR PANEL A SCALE: HALF BROTHER TYPE LABEL FOR PROPERTY NUMBI O TV O CAMERA O SAT VIDEO TV / SAT FEEDS ENGRAVE COVERPLATE ACCORDING TO DIAGRAM TV f SATELLITE JACKS EK VIDEO NOTES 1- SELECT RF TAPS FOR MINIMUM POSSIBLE LOSS AND TO MAINTAIN SIGNAL LEVEL BETWEEN 0 AND PLUS 10 d9— SET MODULATOR OUTPUT AT MINIMUM SETTING REQUIRED TO ACHIEVE THIS LEVEL. 2, AIM DISH AND PROGRAM RECEIVER FOR SATELLITE CURRENTLY IN USE BY THE CHURCH. CALL (801)240 -3454 TO INTIALIZE SATELLITE RECEIVER. THIS MUST BE DONE OR RECEIVER WILL NOT ACQUIRE PROGRAMS. 3, TERMINATE UNUSED VIDEO AND RF INPUTS AND OUTPUTS IN 75 OHMS, 4. RF AND RF \VIDEO MODULES CAN BE PURCHASED FROM MANUFACTURER LISTED OR MAY BE CONTRACTOR SUPPLIED. SEE AV1.3. COLOR OF INSERTS AND COVER PLATES TO MATCH ELECTRICAL DEVICES. 5. SELECT MODULATOR CHANNELS TO USE UNUSED LOCAL TV CHANNELS ABOVE CHANNEL 6. SET VCR TO CHANNEL 3 OR 4 AS INDICATED. 6, CONNECT RECEIVER TO UNSWITCHED OUTLET ON SURGE SUPPRESSOR. CONNECT BALANCE OF EQUIPMENT TO SWITCHED OUTLETS. USE POWER STRIPS FOR ADDITIONAL EQUIPMENT. 7. PROVIDE ONE RACK VENT PANEL ABOVE AND BELOW RECEIVER FOR VENTILATION_ B. CONNECT #6 GROUND WIRE TO BACK SECTION OF SATELLITE CABINET. =C � O ld L W W r w Z U) U o K W @ Y o Q ui a O ' f - ^ ' = U VJ 15S 4. 2 W o K j W z rv1 0 W h H 0 W v 0 V x 4 CL V ¢ F w W 0 M^. Q 0 Project Number 0622 -85 -1153 Plan Senes Property Number: 595 -9995 Sheet Title: SATELLITE SYSTEM DIAGRAM Sheet: T103 VERIFY LANGUAGES WITH CONSULTANT AND LABEL PANELS AS REQUIRED GROMMETED HOLE FOR RG6 & j POWER CABLES FOR MONITOR CHANNELS ENGLISH /VCR INSTALL ON CUSTOM 4 RU PANE } l 1- 800 - 4 -3860 ex{ 2 -3454 SPANISH INCLUDING ENGRAVING v PROPERTY #: [ - 5 - 9 - 5- - 9939 CAMERA SWITCHES AND JACKS d-' AS SHOWN BROTHER TYPE LABEL FOR LANGUAGES AND CHA NELS STAKE CHAPEL RJ -11 0 O O u CJ 1A11LUII PHONE RF OUTPUTS AUDIO VIDEO AUDIO VIDEO WARD CHAPEL SAT OUTPUTS CHAPEL OUTPUTS AUDIO SOURCE 7 - - -- METAL RACK PANEL WITH ENGRAVING AS SHOWN Y a N z 0 PROGRAM SELECTOR PANEL A SCALE: HALF BROTHER TYPE LABEL FOR PROPERTY NUMBI O TV O CAMERA O SAT VIDEO TV / SAT FEEDS ENGRAVE COVERPLATE ACCORDING TO DIAGRAM TV f SATELLITE JACKS EK VIDEO NOTES 1- SELECT RF TAPS FOR MINIMUM POSSIBLE LOSS AND TO MAINTAIN SIGNAL LEVEL BETWEEN 0 AND PLUS 10 d9— SET MODULATOR OUTPUT AT MINIMUM SETTING REQUIRED TO ACHIEVE THIS LEVEL. 2, AIM DISH AND PROGRAM RECEIVER FOR SATELLITE CURRENTLY IN USE BY THE CHURCH. CALL (801)240 -3454 TO INTIALIZE SATELLITE RECEIVER. THIS MUST BE DONE OR RECEIVER WILL NOT ACQUIRE PROGRAMS. 3, TERMINATE UNUSED VIDEO AND RF INPUTS AND OUTPUTS IN 75 OHMS, 4. RF AND RF \VIDEO MODULES CAN BE PURCHASED FROM MANUFACTURER LISTED OR MAY BE CONTRACTOR SUPPLIED. SEE AV1.3. COLOR OF INSERTS AND COVER PLATES TO MATCH ELECTRICAL DEVICES. 5. SELECT MODULATOR CHANNELS TO USE UNUSED LOCAL TV CHANNELS ABOVE CHANNEL 6. SET VCR TO CHANNEL 3 OR 4 AS INDICATED. 6, CONNECT RECEIVER TO UNSWITCHED OUTLET ON SURGE SUPPRESSOR. CONNECT BALANCE OF EQUIPMENT TO SWITCHED OUTLETS. USE POWER STRIPS FOR ADDITIONAL EQUIPMENT. 7. PROVIDE ONE RACK VENT PANEL ABOVE AND BELOW RECEIVER FOR VENTILATION_ B. CONNECT #6 GROUND WIRE TO BACK SECTION OF SATELLITE CABINET. =C � O ld L W W r w Z U) U o K W @ Y o Q ui a O ' f - ^ ' = U VJ 15S 4. 2 W o K j W z rv1 0 W h H 0 W v 0 V x 4 CL V ¢ F w W 0 M^. Q 0 Project Number 0622 -85 -1153 Plan Senes Property Number: 595 -9995 Sheet Title: SATELLITE SYSTEM DIAGRAM Sheet: T103 FIRE DETECTION SYMBOLS O SMOKE DETECTOR H HEAT DETECTOR FKP FIRE ALARM CONTROL PANEL ® MANUAL STATION COMBINATION SPEAKER APPLIANCE WITH 15cd STROBE (HIGHER OUTPUT 5TROBE5 AS NOTED ON DRAWINGS) 15cd STROBE (HIGHER OUTPUT STROBES AS NOTED ON DRAWINGS) EOL END OF LINE WIRING DEVICE DUCT SMOKE DETECTOR (BY DIV 15) n MAGNETIC DOOR HOLD OPEN F/5 FIRE/5MOKE DAMPER (B( DIV. 15) F5 WATER FLOW SWITCH T5 VALVE TAMPER SWITCH LT LOW TEMPERATURE SENSOR WP DEVIGE DESIGNED FOR OUTDOOR USE r— I RE ,ALARM SYSTEM NOTES: I. DO NOT INSTALL MORE THAN (10) HORN / STROBES ON ANY SINGLE GLA55 "A" SIGNAL GIRGUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. 2, NFPA ALLOWS HORN / 5TROBE5 TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80' TO 96" ABOVE FIN15H FLOOR. THE PREFERRED HEIGHT IS W ", IF T14I5 CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 60" AS P055 91_E, NOT EXCEEDING 96 ". ALL HORN / 5TROBE5 IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. 3, MOUNT PULL STATIONS AT 46 -A8" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. 4, DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACT5. (FLOW, TAMPER HOOD SYSTEM, DUCT DETECTOR ETC. FALSE ALARM WILL OCCUR, 5. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM 5UPPLIER, AND AS PER NFPA AND PEG REQUIREMENTS, 6, DO NOT INSTALL ANY SMOKE OR HEAT DETECTOR WITHIN 3 FEET OF ANY AIR DIFFUSER. 1. DO NOT EXCEED 2500 FEET ON ANY ADDRE55ABLE DEVICE RUN. DO NOT EXCEED 120 DEVIGE5 ON ANY ONE ADDRESSABLE DEVICE RUN, 5, ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE 5AFETY GODE5. 9, ALL GLA55 "B" INITIATING CIRCUITS WITH ADDRE55ABLE DEVICES NEED EOLR. (END OF LINE RESISTOR',). 10, IN CORRIDORS, HORN / STROBES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' 5PAGIN6. II, PROVIDE THE REQUIRED CANDELA RATING OF ALL HORN / STROBES ACCORDING TO ROOM SIZE, ETC. 12. HORNS / 5TROBE5 TO BE SYNCHRONIZED TO PROVIDE A 3 -33 TEMPORAL PATTERN. 13. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN 15 SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. 14. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. NOTES: I. WIRING FROM DIFFERENT ZONES MAY BE COMBINED IN A COMMON CONDUIT. FOLLOW NEC REQUIREMENTS FOR FILL. 2, COORDINATE FIRE ALARM DEVICES WITH L16HTIN6 FIXTURES, SPEAKERS, GRILLS, ETC. 3, DO NOT INSTALL SMOKE DETECTORS WITHIN 3' OF ANY MECHANICAL &RILL. 4. LOW TEMP. SENSOR. LOCATE IN ARCH OVERBUILD. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS, 5. SEE FIRE SPRINKLER DRAWIN65 AND DETAILS FOR LOCATIONS OF DEVICES b. PROVIDE PROTECTIVE WIRE GUARD ON DEVICES NOTED 1. CONNECT (2) FIVE SPRINKLER TAMPER SWITCHES AND (1) FLOW VALVE TO FIRE ALARM SYSTEM. 5. LOCATE FAGP BATTERIES, VOICE EVAC. PANEL AND AMPLIFIER AND HORN STROBE BOOSTER PANEL IN ELECT. ROOM BEHIND FAGP. 9, PROVIDE AND INSTALL DUCT DETECTORS AND SHUT DOWN RELAYS FOR ALL AIR HANDLING EQUIPMENT OVER 2000CFM EQUIPMENT INCLUDES RRFA,2,34Sb,1; RAF /12,3; PVFA; AHAZ3,4. CONNECT SUCH THAT EACH UNIT HALL SHUT DOWN UPON ALARM. COORDINATE LOCATIONS AND EXACT REQUIREMENTS WITH MECHANICAL DRAWINGS, SPECS AND CONTRACTOR. 10. PROVIDE AND INSTALL A RELAY SHUT DOHN OF SOUND SYSTEM EQUIPMENT TO ALLOW PROPER FUNCTION OF VOICE EVACUATION SYSTEM. COORDINATE WITH 50MO SYSTEM EQUIPMENT SUPPLIER. SPECIAL NOTE : • FIRE ALARM SYSTEM CONDUIT AND OR GABLE ROUTINE SHALL BE DETERMINED BY THE ELECTRICAL AND FIRE ALARM GONTR'5. TO MEET THE SPECIFIED DESIGN CRITERIA. • SUBMIT 5140P DRAWINGS AND REQUIRED CALCULATIONS TO THE AUTHORITY HAVING JURI5DIGTION. OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED 5Y5TEM. INCLUDE WITH SHOP DRAWING5 SUBMITTAL TO EN &INFER. 2 G.' QUANTITY AS REQUIRED 5TRO13E TYPICAL STROBE GIRGUIT 2 #14 _ 2 #14 TYPICAL NOTIFICATION APPLIANCE CIRCUIT TW5TD.(54LD) #I8 PAIR TYPICAL INITIATING FIRE ALARM O O DEVICE CIRCUIT CONTROL PANEL 4 #1 (FAGP) 4 #l4 TS TS LT - LT - FS FIRE SPRINK SYSTEM 2#18 TW5TD, 51­11_0. t 4#14 REMOTE ANNUNGIATOR ANN GIRGUIT MEGH. EOUIPMEMT FAN 5HUT DOWN (2) TELEPHONE GABLES TO TELEPHONE BOARD CONDUIT (TYP) FIRE ALARM RISER DIAGRAM NO 56ALE ' NOTE - ALL FA CABLING SHALL BE INSTALLED IN EMT CONDUIT. LOCATE HORN STROBE BOOSTER PANELS ON MECHANICAL WALKWAY. ABOVE FAGP - REMOTE ANNUNCIATOR (EXACT LOCATION FIRE GONG AS DIRECTED BY AHJ) NOTE 5 h y,- 120 pia a 41 - 1 -- ® 1 ® 1z4_ �� k r A l 30cd 3 q Im --a- I NOTE 30cd ® 30cd Y cm 110cf4 y i l oc N TE �,,." --- NOTE Ts.;�. 1 Owl 1 — .i La 110 "I „%�-?'°�."�_"°^ i -[- 30cd o E 10 p 72 0 IN 110 d' ^ --- - ° 110c 1 M 'r, '' 30cd O - 30�d a ® o mi I _ 13 0�d 75 _ t - t _ 30cd, 30cd ® _ wp ... ® I LOWER LEVEL PLAN — FIRE ALARM SCALE: 1/16" = V -0" UPPER LEVEL PLAN — FIRE ALARM SCALE: 1/16" = V -0" 10 RS O � - 41 (::._: i O CJ ,T Y W W F K Z 1n Lu O U Pa) Y °_ U, Q AHU 1-- Q NOT 9 s,� � X W ,s MEGH, ir— 301 RAVI -_..,. if 1 W NOT 9 RAF /2 ' 0 .I NOTE 9 Ii co U �I �' 77 75cd 75c W RAF /3 NOTE 9 LT _ NOTE 4 r � n y RRF / NOTE 3-� 9 5cdr e RRF /6 U MEGIi G'I NOME 9 _ u Q NOTE 9 �� -. MEGH. I� ° U W - -- 302 - - -- - RRF I / NOTE 9 RR F /7 -AHU /4 W D NOV 999 1 NOTE 9 �^ 75cd RRF/6 NOTE _ II s -NOTE 4 _ I � k AHU /2- LT E NOT 9 � ® RRF /'9­ N �, OT IE RRP /2 cd 1 Ocd NOTE 9 P� MEGH. f 5cd 303 -" >- MEOH NOTE P operty Number -- MECHANICAL LEVEL PLAN — FIRE ALARM [ 595 - 9995 SCALE: 1/16" V -0" Sheet Titls: FIRE ALARM SYSTEM PLANS,NOTES AND DETAILS JOB # Oblb 9 5lO ST F i gT �PAYNE Sheet. Pocatello, FA101 l F OF VO ocatello, ldaho 83201 poD P� tel (206) 232 -4439 Pax (205) 232 -1435 'A v REVISIONS • 44 , STPZAP [AMV NFAf" Aff)[JNIR U" N E SECTIO' i I N0 ES SPRINKLERS M // W WNGt t-tO Wlrtl t �7 7r7w MCI pf WrW W,��f TZI�t7r 7ywl V , STANDAPE STANDARD SYMBOLS 07Y kJ ON 1 /2" '),JTL E7 ALARM 1: — POST INDICATOR VALVE RISER W/ALARV ,;A; - KE7Y VALVE R-33ER W /DR A, —V t. - FIRE HYDRANT {SER W/E:i - FC, SW'C HEAD BELOW CEILING - FIRE DEPT, CONNECTION - O-S. & Y GATE: VALVE: - SWING CHECK VALVE J LL MATER 14 :4 - NEW UNDERGROUND - EXIST UNDERGROUND El""'LECTRIC DELI - iwri P-USH FIRE DEPT, CONNECTION i- r- 6 0 w CC F- IL U) U A% a moo` a- co U) Z • a w a 0 I WQ 20 w z -4 (n =) Lu (n 0 Z Z z 3 w 5 ,0 5; w IMF- cc 4 HEAD COUNT TYPE DEGREE 200 CENTRA, L 6D S c ll- E GRAP� ESI1 7 "Al SPRINKLER SYSTEMS NSPE.'CT IONS COV & Rc: !C5 IONA RD. P.O. BOX 2620 (208) 524-5 FAX 524-21 19 IDAH10 � !DAH -0 8,3403-2620 2� :,()B No. t'IPff FP07 rG7 /0N -:5Y` )7 )ffll �OP SHEET No. � __ _ ___ _� _ __ __ __ __ __ __ � __ __ _ 5. DATE Pyu/ 8 DRAWN By `589 *WlAff AVENUE — Fp -00/ SCALE STANDAPE STANDARD SYMBOLS 07Y kJ ON 1 /2" '),JTL E7 ALARM 1: — POST INDICATOR VALVE RISER W/ALARV ,;A; - KE7Y VALVE R-33ER W /DR A, —V t. - FIRE HYDRANT {SER W/E:i - FC, SW'C HEAD BELOW CEILING - FIRE DEPT, CONNECTION - O-S. & Y GATE: VALVE: - SWING CHECK VALVE W/DELUGE VALi"- LL MATER 14 :4 - NEW UNDERGROUND - EXIST UNDERGROUND El""'LECTRIC DELI - CENTRA, L 6D S c ll- E GRAP� ESI1 7 "Al SPRINKLER SYSTEMS NSPE.'CT IONS COV & Rc: !C5 IONA RD. P.O. BOX 2620 (208) 524-5 FAX 524-21 19 IDAH10 � !DAH -0 8,3403-2620 2� :,()B No. t'IPff FP07 rG7 /0N -:5Y` )7 )ffll �OP SHEET No. � __ _ ___ _� _ __ __ __ __ __ __ � __ __ _ 5. DATE Pyu/ 8 DRAWN By `589 *WlAff AVENUE — Fp -00/ SCALE STANDAPE HEAL) 5 4�- `,�A'-VE ON 1 /2" '),JTL E7 ALARM CHEC.- 1 , 1 2" OUTLET RISER W/ALARV ,;A; I" SPR!G R-33ER W /DR A, —V t. 0-c {SER W/E:i - FC, SW'C HEAD BELOW CEILING R�SER W/DELUGE VALi"- LL MATER M0 70R 8"' El""'LECTRIC DELI - iwri P-USH FIRE DEPT, CONNECTION CENTRA, L 6D S c ll- E GRAP� ESI1 7 "Al SPRINKLER SYSTEMS NSPE.'CT IONS COV & Rc: !C5 IONA RD. P.O. BOX 2620 (208) 524-5 FAX 524-21 19 IDAH10 � !DAH -0 8,3403-2620 2� :,()B No. t'IPff FP07 rG7 /0N -:5Y` )7 )ffll �OP SHEET No. � __ _ ___ _� _ __ __ __ __ __ __ � __ __ _ 5. DATE Pyu/ 8 DRAWN By `589 *WlAff AVENUE — Fp -00/ SCALE SPR!NKLlr: HEAL) 5 4�- jPR!GHT ON 1 /2" '),JTL E7 1 , 1 2" OUTLET lzn Z I" SPR!G P ON 1 " DROP PENDENT HEAD BELOW CEILING ',EA, D A&V & BELOW CEILING LL SDEWAL' ON 1/2" OUTLET S�:)EWALL ON I * OUTLET CENTRA, L 6D S c ll- E GRAP� ESI1 7 "Al SPRINKLER SYSTEMS NSPE.'CT IONS COV & Rc: !C5 IONA RD. P.O. BOX 2620 (208) 524-5 FAX 524-21 19 IDAH10 � !DAH -0 8,3403-2620 2� :,()B No. t'IPff FP07 rG7 /0N -:5Y` )7 )ffll �OP SHEET No. � __ _ ___ _� _ __ __ __ __ __ __ � __ __ _ 5. DATE Pyu/ 8 DRAWN By `589 *WlAff AVENUE — Fp -00/ SCALE z H 0_0 lzn Z U, 1 2� LL 0 1 0 0< i- r- 6 0 w CC F- IL U) U I N, a moo` a- co U) Z a w a 0 I WQ 20 w z (n =) Lu (n 0 Z Z z 3 w 5 ,0 5; w IMF- cc 4 # LA1 _lk 'YE FLOOR _JL_ t F4 OA 7 ,3 C, is vr- 1-4 TJ4E 0 OR V IN "Hl"ANINIF To; C-OtCEA-ED T" FEE �4EAJP (T'Y F FL,-, 4� L YVAMW f "Afl _j C i 3 BISHOP 13 15 0 3 34r IY ­ 1) -9 5�2 3 JL4 T 44 ION C' R 3� - roll� 3T RV t 4_4 + tp -cl ORD OR , r yT � ---- --- N # 0J1 4 ` ff 4 L it 19 I I I I I q I . llj�* r I ; 0% * F 1 71 — I- - R v a - .)N I ..) 11 / 7 .1 , T_ WE 5�4EFT � 1-1-11 C, u E I <� 7W ", G �_l �11_ _ I�A I - '4JN`­ rf�EEZE .'ZY.QTEm't Y I \ A /"', T r FD 00 V ROOM 1(7 7_1 4-1112 2A �41 241 U V • 4 8 T74-tS 1­6 4­�� • 12 • 0 i---- --- — I P C f" Y �77 -7 q 5, �4 ti 21— 4 ­1 8-TO Ii ij _T­ NC; PE'VISIONS JANDAP7 NUTS - `J STANDARD SYNYF30 ........ ALAPM C- SPRINKLERS TYPE DE POS7 lN:)lfCA 1/A-VE W, VALV C7 PF Wfffl WIVGFN�FL) WiFfl 1 PLIT 7 rpRl(,- RISER r W iLOA TPIP UP) r561'r PP� F/Ulf KEY VALVE 14 97 Al � r�n Tl' rf P #V_'57 - 8 PEP T05 OF ,YATER F r a,` Aav & F IRE IYDRANI a ,10 FIRE DEPT, CONNECTION I r jX / AX 1-'5 IZD ZX��L) g 00/ r�GO A7 tIFAn- 1 200 TI(GO l O.S. & Y GA VALVE ON t " OUT! FT 4 1 r Ail / #t FNT rM� OffrZAAD r-5 Pff-'50NNrl, XE-'5 w o ul SWING CHECK VALVE r # wr (y w rop i-fir CL NEW UNDERGROUND rP 41'K)N OF 7 a)"Fl-OW C 0 m < cl) D L — r0r4 177 i - 4 EXIST UNDERGROUND .......... LEI 7- JANDAP7 tii ALAPM C- A "1SER W, VALV C7 �!SER V('DP V'L.V: rpRl(,- RISER r W iLOA ON RISER W, VALVE N D EN T ,YATER MOTOR BELL a,` Aav & ELECTRIC BELL r FLUSH FIRE D7PT CONNECTION .......... LEI 7- SCALE: T C0llvIYE__:;)l i ?ES!DE__!' A 05 1 0 RD. P.C- BOX' 2620 - -A' 52 lm,A CAHO 8_ 2 - - ----- J6 No 4 5. DATE 10 -01 OYU/ 8 ir_,PAWN 6�- 1 Wl*l AliffNUff FEVIUP6, 10AVO 8_ SCALE a � z tii CL 0 0t?j '2 OUTLF C7 Jam' ON rpRl(,- cf) o j ON I " DROP 0 N D EN T WEAD BELOW CE!-INC 0 a,` Aav & BELOW CEiuNG r S0EWAL_ ON 1 /2" OU SIOF ON t " OUT! FT SCALE: T C0llvIYE__:;)l i ?ES!DE__!' A 05 1 0 RD. P.C- BOX' 2620 - -A' 52 lm,A CAHO 8_ 2 - - ----- J6 No 4 5. DATE 10 -01 OYU/ 8 ir_,PAWN 6�- 1 Wl*l AliffNUff FEVIUP6, 10AVO 8_ SCALE a � z CL 0 3: cf) o o m _J LL 0 § 0 0 0 L r CO 40 (L iL Z -, <a x < c/) C/3 z a: w o ul CL Lu w o 0 m < cl) D to 0 I Lu (0 C/) 0 cf) W 3 zz IL) ro a . J C zy # Aig Al /4z 4c PRE I Jyl fill A it � �T 01 Li 7 cV INES LWER "IEZZANINE A YVA N' !K � i 14'rI4E JOIST SPACE -RUN , • f S ,. ' j( 1.. ` } 1. � � t A^ i � i '3 ( � 4 � V.'1 l '��14� � N 1 6 � A& F"O•i5LE 'C OM �;ONCEA�_ED T1 A E_ /- 177 10 7 5 �r 9/ $ - lot. 7 177" N 4 - - - ------- SEE 51-EET r-P! FOR 'c" DETAILS IN T45 AREA REVI(`^V ' E. SPPINK '.FRS �PE GRE Pr !i4ltff'_r 'n PE)e TAt Pr/lAND Gr ^ rglr 40G& W/V ffo//,9f!P Our 7 r"r tiA 1pilff l0prf [0) F/"4t rA7T Pl/_5 OFFKX, &P ir- PM 00f- NC7',fP,f01E OF 7 *# Prf"5PON5IMP FOP 01F ORTA7 ION OF I KEACAFLOW C)tllrf � S_TFANEl'::;` 07� ))A Pf"37 lN;['!rArnp _V A Y 40 KEY VALVE 0-0 mY 01 ,c lRE" DER_ C0N'NECT!0I A Iwo J SWING CHECK VALVE g ,6­4 NEW UNDERGROUND - AD A&v & iz = :4 FXIS'r UNDFRGROUND SIDEWALL ON ' OUTLE7 SIDFWALL ON I" 0671F DATE 10 5 DRAWN 3� SCALIF ro a . J C zy # Aig Al /4z 4c PRE I Jyl fill A it � �T 01 Li 7 cV INES LWER "IEZZANINE A YVA N' !K � i 14'rI4E JOIST SPACE -RUN , • f S ,. ' j( 1.. ` } 1. � � t A^ i � i '3 ( � 4 � V.'1 l '��14� � N 1 6 � A& F"O•i5LE 'C OM �;ONCEA�_ED T1 A E_ /- 177 10 7 5 �r 9/ $ - lot. 7 177" N 4 - - - ------- SEE 51-EET r-P! FOR 'c" DETAILS IN T45 AREA REVI(`^V ' E. SPPINK '.FRS �PE GRE Pr !i4ltff'_r 'n PE)e TAt Pr/lAND Gr ^ rglr 40G& W/V ffo//,9f!P Our 7 r"r tiA 1pilff l0prf [0) F/"4t rA7T Pl/_5 OFFKX, &P ir- PM 00f- NC7',fP,f01E OF 7 *# Prf"5PON5IMP FOP 01F ORTA7 ION OF I KEACAFLOW C)tllrf � NI, 0 S_TFANEl'::;` 07� ))A Pf"37 lN;['!rArnp _V A RISER W `A­A.RIi,g V 1 40 KEY VALVE 0-0 PRE HYDRANT 01 ,c lRE" DER_ C0N'NECT!0I O.S. & Y GATE. VALVE Iwo J SWING CHECK VALVE g ,6­4 NEW UNDERGROUND - AD A&v & iz = :4 FXIS'r UNDFRGROUND NI, 0 S_TFANEl'::;` ALARM E A RISER W `A­A.RIi,g V 1 40 RISER WD.P` ALVE 0-0 RISER 4 RISER oi/DF _UGE. Vi�LVF WATER VOTOR BED_ Iwo J ELECTRIC BELL g FLUSH FIRE DFPT. rC%i NI, 0 8 12 '6 ON PEN4DENT i-EAD E?E Oivv - AD A&v & &ELOW CET� !NC SIDEWALL ON ' OUTLE7 SIDFWALL ON I" 0671F NI, 0 8 12 '6 2 4 DATE 10 5 DRAWN 3� SCALIF �/y`�2' F . �� Gam.,+ G��1'� P S; D EN S P P, 1 : i, " K 1 q IF" E 1 i_! ! 1 05 ;T.�, RD. i3CX 2620 20 8' 52,1 524­2 'DAHO 8 6"n r J_ S, FET _1�89 /11AP&I viff/vur PEWUk'(5, 1PA10 8_�440 0, Z:5 , CC a i's ) 0 co a LL 0 0 Lli Q) > aca m W 0 Lu Q 21 IWO. ZZ Lu . 51 z g o I ; �! ir 0 NOTES HEAD COUNT T*Y--F Upp)6f r, SPRINKLERS TYPE DEGREE CITY. 1 00 TYCO * 2 t ni 1 STANDARD SYMB OLS SCALE GRAPH !j�tA�R D SYMBOLS 0<11 POS7 INDICATOR VALVE UPRfGHT ON 1/2 OUTLET - AlAft CHECK VALVE PENDENT ON 1/2 OUTLET KEY VALVE A "E�W/ALARM VALVE FIRE HYDRANT 4. RlISER,W/DRY VALVE Q- FIRE DEPT. CONNECTION HEAD ASV & BELOW CEILING RISER W/ELEC. FLOW SWITCH SiDEWALL ON I Ir OUTLET O.S. & Y GATE VALVE SIDEEWALL ON 1" RfSM W VALVE SWING CHECK VALVE W - 01 MOTOR BELL UNDERGROUND 0,1 - ELECTRIC BELL 4 - EX I IST LINDERGRIOUND - FUJW FIRE DEPT. CONNECTION 1 im SCALE GRAPH SPRINKLER HEAD SYMBOLS INSPECTIONS UPRfGHT ON 1/2 OUTLET PENDENT ON 1/2 OUTLET 2. UPRIGHT ON 1 SPRIG 4 ° ° .._ PENDENT ON 1 w DROP 4. PENDENT HEAD BELOW CE LING 5. HEAD ASV & BELOW CEILING SiDEWALL ON I Ir OUTLET SIDEEWALL ON 1" im LE & Z I m 5EE 54MT FP-3 " OETAIL6 IN TH16 AREA REVISIONS \11 OT F s HEAD COUNT SPRINKLERS i TYPE DEGREE I (QTY. 7YW T -- ') fVCf /15 INA5 1 -N -rftf! Pf tl MD OF _�fj) rtf 7- IF WIVTP MOVOff DUF 7'0 7 rUP f;WWff PATrn!5 OFFCt, NO ir-'5 Pff NNFI-, DOF- rof -rf tf OPff /V/ON OF - rnf P)aMaV DtV", -16 L 1 16 A& sxs S SYMROLS -4 PO'S? INDICATOR VALVE: 4, 5. KEY VALVE Lb .0NA RD. R.D. BOX 2620 -2 4 1 208 1 5 24-5230 A,` - --21 1 9 IDAHO FA.' I S, iDA P I UE "')9 I VE N 0 t::: A v 115; o (- r\ i- V 0/1 5 1�440 FIRE HYDRANT FIRE DEPT. CONNECTION p z ?; O.S. & Y GATE-' VALVE ON SWING CHECK VALVE NEW UNDERGROUND iz EXIST UNDFRGROUND A& sxs STANDARD S'Y'VBO!-.S ALARM CHECK VALVE RISER W,/ALARV VALVE RISER W, 'DRY VALVE RISER k . ,'E'-EC, — OW SWITCk-j RISER W, VALVE WATER MOTOR BELL ELECTRIC BELL -4 SPRIIINIKL�i� HEA'L) JPR!GH" ON 2" Ot-"LE PENDENT ON 0ljTLET JPRIG� ON SPR!G PENDENT ON DPOP PENDENT HEAD 9E;—Ch CE iL,NG -EA& aBv & EIELOY� CEILING SIDEWALL ON 11/2- GUM E7 4, 5. 08 N� DATE 10 - 07 - RAWN Lb .0NA RD. R.D. BOX 2620 -2 4 1 208 1 5 24-5230 A,` - --21 1 9 IDAHO FA.' I S, iDA P I UE "')9 I VE N 0 t::: A v 115; o (- r\ i- V 0/1 5 1�440 81.a403-2620 SHEET No. -4 FLUSH FIRE DEPT CONNECTION p z ?; SID EWAI- L ON 1" OUTLET SCALE 0� z tL 15 ci) ZO p z ?; j5 x < tu cl) C) L 0 < > o Ow 0 Er M < l a. < C/) CD M -1 Q) Z LL c o uj a- Lu Lu U - 0—m aW n Li U) 0 co zz— Z << LEI iL Ir 4F 71 A CV= _W7 r :xr to 7 # 10 j! " L U 4 , -- i r ,7 IL _ j1 1 IF 7 --- 7- Tf 4N L J , 4 W K 1 2 6 24 00 W SC42 GRAW STAMD SPYNKLIR OF17 SIMMS SP;�ih1, SYSTD; PD. :DC, BOY 2620 ALARM CIEW '0 N E7 (20S) 52a- 1,230 PS 524-- 2 1 ! 9 D�HC �:'ALL.S, CAPIC) 83403-262C P5ER AN PENDEN' 04 CUTLE -QP RSER AID& WE 1PRGHT ON SPwG SHEE7 No WSER WiW: PENDEN7 ON DRU RSER nQELUGE VAYE PENDENT L':E_AD �C.­00, P:-i'NC, DATE /o -- --- -- -1 Y�ATER 9.0 ;K_� NEAD ABV & BE&W WONG P 1 /2' OUTLET / AVENUE FLECTPC -9, _L SCEWALL 0 N VA"o ( �'LUSH, 0*,F DFPV CONUCTON PiE VUR SIDF_ L ON 1" 0,VLET SCAL 01 0 -JLJ 0 0 L &4f CO O Eat I co X20 j ILJ -FAD COLO 5"AnDARD SYVBOLS SPRNk E PS WE m Y. 1 ,7 F C X , IC S VA'VE �<Ev VAL/E WME WAA 41 Ell F! 171' - r CIO Yu PRE iv z�ry cE r 7 TE DEP 4 17TV FPCV/r/ k EkAT 7Z) T?` jkli PLIvID&TE) O�S. & Y G 'ATF VALVE k A7T rl/t) OPI��Cf, AKUl1 :)W� NG C ECK VALVE , P " , - � T _W E)tiv E'W jlN D ERGROUND FXIST UNDERGROUND 4F 71 A CV= _W7 r :xr to 7 # 10 j! " L U 4 , -- i r ,7 IL _ j1 1 IF 7 --- 7- Tf 4N L J , 4 W K 1 2 6 24 00 W SC42 GRAW STAMD SPYNKLIR OF17 SIMMS SP;�ih1, SYSTD; PD. :DC, BOY 2620 ALARM CIEW '0 N E7 (20S) 52a- 1,230 PS 524-- 2 1 ! 9 D�HC �:'ALL.S, CAPIC) 83403-262C P5ER AN PENDEN' 04 CUTLE -QP RSER AID& WE 1PRGHT ON SPwG SHEE7 No WSER WiW: PENDEN7 ON DRU RSER nQELUGE VAYE PENDENT L':E_AD �C.­00, P:-i'NC, DATE /o -- --- -- -1 Y�ATER 9.0 ;K_� NEAD ABV & BE&W WONG P 1 /2' OUTLET / AVENUE FLECTPC -9, _L SCEWALL 0 N VA"o ( �'LUSH, 0*,F DFPV CONUCTON PiE VUR SIDF_ L ON 1" 0,VLET SCAL 01 0 -JLJ 0 0 L &4f CO O Eat I co X20 j ILJ IN il.N Di2- N, i c ? �6 Go. RYCOLS2 D �i Q ?,Sr R 1 6 A SPIPIn4L<i FRI, s. 'R w 00 2: TYC- a IND ( C v o -! � o p - 'rEIA! ELECTRIC BF� " 4 7 7 1 LUSH FIRE V IL DFY pnjc)fvl 4 C 2 7 1- LL )F § 0 9 F DEP" CO C; !I-� ff E�w 0 LLJ 7 -Y­,(-) -t r ;XrF - it - lell'5 OFP W.) r't5 p1re E VALV` a. cn < < 0 :, L" a -J D � W �: — 1 SMNG C'IECK VALVE V j L -J EIC-, 2 6 2C NE U'N!,)FPGR0JND • EXiST !ADFRGROUND I w w 8 < tom f W U) U) 0 T w z , z At 4 4� 4 k 4 w a. 0 F- a: IN AREA il.N Di2- N, i c ? �6 Go. RYCOLS2 D �i Q ?,Sr R 1 6 A SPIPIn4L<i FRI, s. 'R w 00 2: TYC- a IND ( C v o -! � o p - 'rEIA! ELECTRIC BF� " 4 7 7 1 LUSH FIRE V IL DFY pnjc)fvl 4 C 2 7 1- LL )F § 0 9 F DEP" CO C; !I-� ff E�w 0 LLJ 7 -Y­,(-) -t r ;XrF - it - lell'5 OFP W.) r't5 p1re E VALV` a. cn < < 0 :, L" a -J D � W �: — 1 SMNG C'IECK VALVE V j L -J EIC-, 2 6 2C NE U'N!,)FPGR0JND -KO L EXiST !ADFRGROUND I w w 8 < tom f W U) U) 0 T w z , z At 4 4� 4 k 4 w a. 0 F- a: AREA :2 t-' � I > J il.N Di2- N, i D �i Q ?,Sr R 1 6 A SPIPIn4L<i FRI, s. 'R w 00 2: TYC- a IND ( C v o -! � o p - 'rEIA! ELECTRIC BF� 7 7 1 LUSH FIRE V IL DFY pnjc)fvl 4 C 2 7 1- LL )F § 0 9 F DEP" CO C; !I-� ff E�w 0 LLJ 7 -Y­,(-) -t r ;XrF - it - lell'5 OFP W.) r't5 p1re E VALV` a. cn < < 0 :, L" a -J D � W �: — 1 SMNG C'IECK VALVE V j L -J EIC-, 2 6 2C NE U'N!,)FPGR0JND -KO L EXiST !ADFRGROUND I :2 t-' � I > J il.N Di2- N, i �b ?,Sr R 1 6 A All S, s. 'R w �A, S 2: D v o -! � o p - 'rEIA! ELECTRIC BF� 7 7 1 LUSH FIRE L IL C 2 7 1- LL w 0 § 0 0 0 LLJ w CL a. cn < < 0 :, L" a -J D � W �: — 1 V j L -J EIC-, 2 6 2C 0 L w N u R w w 8 < tom f W U) U) 0 T w z , z At 4 4� 4 k 4 w a. 0 F- a: :2 t-' � I > J il.N Di2- N, i ?,Sr R 1 6 A 0- 0 s. 'R w �A, S 2: D v o -! � o p - 'rEIA! ELECTRIC BF� 7 7 1 LUSH FIRE L IL C 2 7 1- LL w 0 § 0 0 0 LLJ w CL a. cn < < 0 :, L" a -J D � W �: — 1 V j L -J EIC-, 2 6 2C 0 L w N u R il.N Di2- N, i ?,Sr R 1 6 A 0- 0 s. 'R w �A, S 2: D v o -! � o p - 'rEIA! ELECTRIC BF� 7 7 1 LUSH FIRE z H 0- 0 CO cn F-� 2: - 'rEIA! w r W L jw 0 LL w 0 z H 0- 0 CO cn F-� 2: < w r W jw 0 LL w 0 § 0 0 0 LLJ w CL a. cn < < 0 :, L" a -J D � W �: — 1 V -J EIC-, 2 6 2C 0 L w N u R w w 8 < tom f W U) U) 0 T w z , z LD z H 0- 0 CO cn F-� 2: < w r W jw 0 LL w 0 § 0 0 0 LLJ w CL a. cn < < 0 :, L" a -J D � W �: — 1 LL. < 0 L w N u R w w 8 < W U) U) 0 T w z , z LD w a. 0 F- a: R1 - H -i-ito = O = _ = a 000 Q. 00 a- x p- 0 0 cn 3 y -4 C -4 W� -�'+ 1 -" 0 LTI La 7C7 I ( A cr — n N W O W N) U oW M N c O N o E141 ® M1 W - n - - - n O ro° vo 7v (% ooa°M< 0 3 'S -s -3 - 3 O N O A T ;0 0 p ' M 3: C 3 3 P '� a' 'O 3 O O < O fo 0 ro 3 ° N S£V�1 f� c p } X 0 CL c £O n C)£ P -I N > 0 ° 0 0 3 kn r O `� ° d M O *� O p r c+N p 3 p -p 7r 3 M N 3 -1 3 M 3 N 'S �+ `C '0 1 I-3 N 3 0 r0 c+ tj M { t j rp r c+� p Q. M Q 1 M \ N M fi ° O r0 S 0 C ° n ro M N r � � p p M 4r+ Q c+ O h 3 3 £ cpj h r tp �_ 0 c+ ° p N 3 00 0 c+ 0 < n ' N p Q. (0 r N v 0 3 0 c+£ y s Q 3 O D� T '3 N 3 LA � p M M p 3 N O S � t V 000 +'+) CL '3 0 1n rp rp N rp O O O rp rp N N rp rp N N N Ut N t c+ e+ c+ Q Q e+ c+ e+ e+ c 3 +. c + c} 0 rp 3 N 3 3 7C 7C 3 X 3 Q Q N Q_ X 3 7C 3 7C 3 7C 3 7C X 7C 3 m M 3 m s co 3 co s (o S s K a �< s 0 s co 3' (0 s c° s ro s f 3' m s M 3 3 3 1A cF c+ c+ c+ ` � cF c+ e+ c+ c + c .+ ch 0 O tA in O 3 \ \ \ \ p \ \ \ \ \ \ \ 0 P p O Q 1 ro y O p p p Q p Q 3 3 3 3 3 3 3 C 3 3 3 s 3 s �7 c+ •7 c+ c+ cF lqiiiiipiipii��' 11111111 c+ e+ e+ `G e+ K c + c am ,} c -1 7a .0 _9 < H O y 'S N Q '0 O rp 0 M O N - 3 M 10 H t7 - 0 H U H ty -o H t7 - o H H tj U - o - v H M H d - o ° N W £ £ w w 1 ti -U � I c rt _ 0 Q. I , f 1 1 I M I fU = ££ C 3 1 o LA C1 0 �, 0 0 3 n "3 c+ N Q n: c+ M C *1 n .O r*1 3: ❑ = M 0 d m U a S -r, D - 0 C p I 1 ... ,. ro fU c+ rp f z y c w 0 r £ £ !U tV - 3 �' -n v 3 N -r> �0 3 v, ❑ "{ a r Q Qa ° S 0 ' � v 0 S 70 tr p \ D c') 3 Z 3 3 r N n 00 C i t S cF 3 -0 3 c �p O� 3 o 3¢ , 3 � P 9- Q ro Q c+ cF d p V1 c+ 0 7: 0 p p c+ p 0 c+ N[ 0 0 *� s o ° a - ' m sM �Q s 0 to MM S 0 i Z' 3 N 3 Q. N p M O bty O 0 fi m m m 0 z 0 z 0 �o m a 0 to to to fn to a in VI N O O M O to n p• - 3 M O O� C) W 0 o o fi Q. 0 I : 2 . Z (' 0 o v W N 0 p 'p n O Ns� Np -3 O �* 3 � O p — w° 0 N Z �a ° — O 30 -la G o n tV n to :3 O O Q N A p C) A w 0 - F O � -3 N O a n N'� n � rwM -+ N� O � Q . .aM O N 0 H 3 n N vONN \n - H -i-ito = O = _ = a 000 Q. 00 a- x p- 0 0 cn 3 y -4 C -4 W� -�'+ 1 -" 0 LTI La 7C7 I ( A cr — n N W O W N) U oW M N c O N o N CL (Z) \,OZ� 00 00 Q'voOcn M- : U - 0 N p IV W A ao - C7 00 b O Q ti W O 0 < - a,, �M (� cn -0 ZOO (T D O S w x3+ N c -4 oo O- 00 oa < n 7 'p O z O W 0 z D H D O Z a � a Fq a `- Z O mZ �--i Cv H V1 M H N O r v M N n -n O z e n x b r i z c.� 3n e Hvwew - --, (,-------------------------- - - - - -- — — IIIIIIIIIIIIIIIIIII � �IIIIIIIIIilllllllll� r.M r 'o D ;V z C M a) M ;0 v D N S M m r �• M U1 M Z O 'n - H -i-ito = O = _ = a 0 � 0 cn 3 �. o o =mZm ©Z cr — n N flA+ p M O Z U c - n o N H oV m O M W m to n 3 - - n O ro° vo 7v (% ooa°M< 0 3 N CL (Z) \,OZ� 00 00 Q'voOcn M- : U - 0 N p IV W A ao - C7 00 b O Q ti W O 0 < - a,, �M (� cn -0 ZOO (T D O S w x3+ N c -4 oo O- 00 oa < n 7 'p O z O W 0 z D H D O Z a � a Fq a `- Z O mZ �--i Cv H V1 M H N O r v M N n -n O z e n x b r i z c.� 3n e Hvwew - --, (,-------------------------- - - - - -- — — IIIIIIIIIIIIIIIIIII � �IIIIIIIIIilllllllll� r.M r 'o D ;V z C M a) M ;0 v D N S M m r �• M U1 M Z O 'n - H -i-ito = O = _ = a H H T Ma� -- - n�Zmrr - 0 ''� 70 oo Z �y ° =�m0 M =mZm ©Z m C7 M rr� ZZv pa �'M 7 O Z U c 7a0- oca c Z c O M 3 m to C!1 t� • • Z O 3 �0 �'�'■1iii�'�'i�' f ; l ii� � j r. j c� M H H M 7o rn c— M Z Ln r aacn� -� HO -n O Up > z M � 7 H Mz Ha Z - OZ m (/1 H O H 7C7 1) p 7° 7 0 vmmn r i a O r m m= t 7v 7v O Z � 0 O 00 a O m - n =Zxa v N = G �m� n H'. H'. N I owl bbbbbb N N N 1 1 0 O' "'O O - n - n - n - n - n - n -s' t0 = s t0 = s' t0 = s' t0 =s' N - 's' N bbbaba m = I c � C c p c 3 3 3 3 3 3 - n - n - n vo 7v (% ooa°M< 'S -s -3 - 3 0 o Z - 3 < O fo 0 s s< cu c:o -� C% n) � �rV S co t9 H ❑ CL m X K �\ DRAWN BY: j CAD i CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted a Z c a c c U) a Z O Z I M H �Cc to 7v 3 M cn +o co Q 3 Q O A M ❑ 3 < { = M. 0 3 �' Q o' p -Z ri o ' - v ? Z b - 3 -4 y 3 N t N H -0 nsn M0�0 v oo 4 r,) N - H n 0 J N O z H rn O v f-a w N U1 .p --n ? -n w''' C - n b N N r , )C) oo N O O N n C7 rn 70 M 'n M 70 M n rn rn A r 7 O rn 7v a rn �J -<-< c O b Q- w H r V Z O n b r•� C) Q 3 � -mot :E c -s O c m a c 3 -+ co E� s O (0 n n c O c . (0 M CL n O rn O 70 R VIS -- _ -- - INIT, DATE >> j Or iginal iss ue for Engineer Review Issue for A review KWW KWW v m = I � C - cD t'_i C� fV � � co DRAWN BY: j CAD i CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted a Z c a c c U) a Z O Z I M H �Cc to 7v 3 M cn +o co Q 3 Q O A M ❑ 3 < { = M. 0 3 �' Q o' p -Z ri o ' - v ? Z b - 3 -4 y 3 N t N H -0 nsn M0�0 v oo 4 r,) N - H n 0 J N O z H rn O v f-a w N U1 .p --n ? -n w''' C - n b N N r , )C) oo N O O N n C7 rn 70 M 'n M 70 M n rn rn A r 7 O rn 7v a rn �J -<-< c O b Q- w H r V Z O n b r•� C) Q 3 � -mot :E c -s O c m a c 3 -+ co E� s O (0 n n c O c . (0 M CL n O rn O 70 PROJECT: BYUI 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Cover Sheet e ever o p o m a No -. � - - o 6033 W. FRANKLIN omo.mm." BOISE, ID 83709 o a o a (208) 367 -9100 »a � o' SS R VIS -- _ -- - INIT, DATE 0 1 j Or iginal iss ue for Engineer Review Issue for A review KWW KWW 7/26/2007 8 %6/2 007 I lqiiiiipiipii��' 11111111 PROJECT: BYUI 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Cover Sheet e ever o p o m a No -. � - - o 6033 W. FRANKLIN omo.mm." BOISE, ID 83709 o a o a (208) 367 -9100 »a � o' SS R VIS -- _ -- - INIT, DATE 0 1 j Or iginal iss ue for Engineer Review Issue for A review KWW KWW 7/26/2007 8 %6/2 007 I G 0 vp M CL 0 3 O O et X ro ro ro to O Sr ei- fZ O 0 '3 O 3 '3 Q 0 "3 C MR MMMMMMO .31. >1 >- >- > > :X 8 8 G 8 & � G a a 6 N LA - 0 0 C I.- to H CL 0 ^ o- a " n 0 -1 -j -4 0 -3 -+ n-1 H - 3 -+ cr H n= -+ p OD - 0 = a. = a = M 0 6 - - : 3' 0 M = 0 - z = )" z -"r w al M (A LO CL tM 'a. a = M M = CL M = M D CL M M 0 M M n -4- CL - 2 CL - 3 0 0 =r 0 (A - 3< COMC-2 0 (fin CL 0 0 0 -.0 X 0 c CL CL W -4. ift + 0- R = L4 = n c- CL 0 co M 0 o M 0 cr n C . C 0 X 0 0 < 0 0 cr 0 0 (j) — n 0 -R- = —0 Z -0 1 0 vi —n — n — n — n — n — n C7 - in CL ( M (1) 17 CL + + 0 . 0 3 + 0 0 a- 0 inn CL r M M M M M L 6 9 0 0 4 0 0 n4 0 * o (A "S 0 (A 0 M M M - 3 M = -+ 0 . 3 LA 0 0 1-- - = 0 LO 0 -+ - 3 $ c I — - 3 0- M - 1 CL -3 0 to - 3 M :3 M tA -4, 0 E" j57 ES7 E N' F 04 -+ n c 0 0 c — G -+ — 3 'a 0 0 0 (A 0 - 3 - 3 - 3 - 3 -3 0 - -+ 9 - -+ "a L co + OD — — OD — -3 3 -3 3 -3 -3 a a '- C-+ - -a $ 0 0 0 0 Z 0 0 + 0 0 0 0 :t 2 Z < is —n — n — n w p 0 0 0 -h 0 0 CIA to co n c -n 0 M 0 in -+ (A -n 0 0 CA < = - - 0 -q (h -0 0 0 (A < < -3 cr 5 = * R 1 In 0 0 M zi . M CL - 5--- o 0 0 M M -+ 0 < t4 to t s � t s j c 0 to M 0 to (A -+ M M 0 - n Er -0 M -3 -+ 0 0 jr M M - = LA - 2 + M W CL -h < to co W < < = -+ :r -4 0 n n M r- =r r % cr (A Z 0 IM 5' 0 ' -'0 0 0 cr 0 a- n 4 R + -+ -% 0 0 0 < < --, x- -n 0 ; < CL a - 3 M M (A Z co 0- C) 0 -+ 0 n -n Z EA + 0 0 3 -3 M M C3 0 X" C C 2 X" -n 0 (qj 0 C7 Z 3E (A CL a. n M -+ , 0 0 + - S -+ CL 0 'A R M =- rA -n 2- 0 00 -+ 0 0 CL — -+ CL o- = 0 = a -3 to M 0 r M 0 - h 0 c 00 0 M :5 - 0 - 0 + 12 - * - + t0 p 0 n CJ n M M CL -0 -3 0 c M M tz -+ -1 — n to 0 , 0 GA GA 0, -'h -+ to n CL = M -2 - (A R 0 =r C) * = -3 -h 0 L s -. -5 to 0 EA < 3E r cL n -1 — 0 — M n M 0 -1 M - = M GA 0 (A (4 2. CA n < 0 c = - a 0 (A M M Q- a 0 0 CL cr -1 co 0 0 M o- < 0 - 0 0 0 cr 4 CL z 0 M P F . -+ -1 = - + CL :5 -h 0 = 0- F -+ %� %-, 0 CL 0 L4 (A 0 0 < °° 0 (A 01 0. -h = a 0 -+ 0 = p M M to a -+ 0 0 < M 0 0 + (A -+79 0 CL I (A 0 0 $A (A -0 - 1 (A C M < M 0 -+ M — (A ro (A n -n CL 0 M 0 = cr CL M to c to cr z 0 CL co DRAWN BY: CAD CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted 8 G 8 & O G S G' :-4 9 CM 0 < 0. 0 H C) to Qn 0 (A 0 -h < M 0 0 C? to > < - n -3 4 ;t (A 0 r c go -0 a X 0 M M :i M X -1) — r- a cr M R P 0 M M 0 -. (A . CR 0 < CL X < M cr M 0 0 - n C < (,n ta. rt -+ X - =3 cr M M 0 to 0 2.0 0a 0 — -1 + . 0 -3 = -+ M M 0 M :7 M M J C 3 " M M to 0 (0 — 1 -3 + M 0 -n C g 4 - 0 + M --h 'a C aro M 4 e, 4 -3 - 0 -- a 0 -OK 1A -< (A U3 L4 M - f - Cr a- (A X 0 -3 0 -+ M CA M M 0 M 0 O n -+. 0 M -+ M -+ -+ =r (0 X M -3 C 0 -%* M ► 0 0 6 M M F1 a + n 0 < M x M (A M = =� 0 -+ -+ 0 -- (A M — M 0 - — 0 (A 0 j M ' 0 nj n -+ + 0 Z 0 0 M 0 = C — M < 0 a 0 0 -+ c o M 0 0 0 0 (A 0 (A M - 0 - 3 -+ 0 co" M (A -0 CA (A 0 0 (A 0 (A ;+) 0 0 ia. -0 (A : U — - 3 - 3 C X M q tA 0 :3 e% > 0 0 C 0 0 M 0 -+ 0 0 "a 9 .0 (T 0 M r (A M :3 CL - 3 0 M < M M X X W C (A M + M -< 0 (A X M r -4 0 cr a 3 4 M ( M 3E (A 7 -3 0 0 0 e-, C. -3 0. -+ -.'a H -+ 0 M 0-0 to (A 0 r%) 3 "a =. -1 0 CA c R < 0 CL 1A M M t i , 'I --h ?! -3 "a 0 o -n M > 0 0 , (A 0 -+ Z M 0-0 :3 -3 CL a M :E 0 a c X 0 X M X 0 cr C) tz (A -+ — + (A ;n X C) X M (A 0 ho CL to 0 L71 0 0 - 0 QL X (A -h :3 0 + n M t') -+ 0 > C M -3 M M _ (A --h 0 M M -h a -0 cr (A r 0 3 X M M 0 cx. 0 M M CL 0 0 (A 0 a' -+ X -3 -4 M -3 M (A cr (A M X M 0 2 M 0 (A 0 C- - 3 M M - 3 M 0 X UZ 0 C) ::r M -+ co D (A 0 (31 0 (A 0 (A CL M CL X 0 (A * . - M -3 0 0'-% -+ (A 0 M 5. Q c) o + M - Z X 0 a T CL ( C A iA 0 = M 0 M 3 -+ (A 0-1 (A M 3 0 - 1 -3 :3 M M CL :3 0 c) M - 0 Ts M r M 0 o- z 0 - 0 M 0 0 M (A - 3 M n -+ < > a- + x M -n (A 0 - -+ 3 M =r 0 CL - 3 n 3 & = 0 0 M cS X M < M I 0 -h to "0 -+ M -4. = -+ (A M < 0 < "11 M 0 —0 0 (11 4 c cr 0 N 70- M - -1 a Z — 4A CL X M X M e. C a CL v M n 0 CL (A -3 M + M cr X a - to 01 X M 3 cr + M N 0 5 a M 2 + -0+ M 0 y 0 -h 0 -3 M M 0 y' - 0 + M 0 0 x M "a M LTI Cr M. I-- -+ 3 0 - 3 M 0 _3 :r 0 M -+ 0- W 0 --h PA FA �4 M M M 0 CL -4% --h 6 g 0� -+ C, -3 X :t -3 0 0-0, M 0 -3 6+ -3 -3 CL =r - 0 M -3 PA 1 0. h IN (A C -+ - 3 �4 j� tz' M X < -+ - 3 f a M 1. C (A E r%) a .0-0 M -+ X W - 3 r M - 0 M M X X - 3 M -+ 0 M (A 0 1--- -4% = (A 0 M X + x m -+ 75 '0 M 0 M EA -3 - M PA M r M 0 0 cr cr cr M cr m iA 0 M 0 0- 0 3. n M ), C -+ x U1 z t2 0 < 0 (A M 0 n -+ + 0 0 0 0 - 3 m ("'1 0 0 0- C - 3 L 1 3 M cr 0 0 (A M 0 X P X - 0 3 -3 0 X — icr + (A cr 0 + M = m M -0 - 3 (A M cr 0 M (A c -n = M a- M "3 00 = -+ M C m CL - 3 M -.h M 0 X -4 CL 0 -3 C % -3 CL = 3 4 a 0 0 f\) < 3 0 CL X 0 M nj cr M 0 -.h M 0 4 0 -+ = cr q M M -+ M M M + CL -n 0 M - n M 3 :3 0 :E M E+ 0 X Ln CL 3 :3 0 CL M 0 M a' cr M 0 Z' M :3 to x Z 3 X * Ln %0 0 p 3 0 :3 ::r JA — = + X-C 2 X X M (71. -n 0 M = M X 3 0 . :11 (A 9 CL 0 M X -3 IS 4 U3 m M X U1 to M M (A B 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Riser B 3 3. ff' 0. e d 9 Gen eral a F I R E SE CU RITY, INC. 6033 W. FRANKLIN 3 8 BOISE, ID 83709 (208) 367 -9100 0 ro ro to NO, REVISION INIT. DATE :b - (r*p M 7 M 7/26/2007 -2 n Issue for AHJ review M 8/6/2007 C?O -9 M ! cl.- 00 DRAWN BY: CAD CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted 8 G 8 & O G S G' :-4 9 CM 0 < 0. 0 H C) to Qn 0 (A 0 -h < M 0 0 C? to > < - n -3 4 ;t (A 0 r c go -0 a X 0 M M :i M X -1) — r- a cr M R P 0 M M 0 -. (A . CR 0 < CL X < M cr M 0 0 - n C < (,n ta. rt -+ X - =3 cr M M 0 to 0 2.0 0a 0 — -1 + . 0 -3 = -+ M M 0 M :7 M M J C 3 " M M to 0 (0 — 1 -3 + M 0 -n C g 4 - 0 + M --h 'a C aro M 4 e, 4 -3 - 0 -- a 0 -OK 1A -< (A U3 L4 M - f - Cr a- (A X 0 -3 0 -+ M CA M M 0 M 0 O n -+. 0 M -+ M -+ -+ =r (0 X M -3 C 0 -%* M ► 0 0 6 M M F1 a + n 0 < M x M (A M = =� 0 -+ -+ 0 -- (A M — M 0 - — 0 (A 0 j M ' 0 nj n -+ + 0 Z 0 0 M 0 = C — M < 0 a 0 0 -+ c o M 0 0 0 0 (A 0 (A M - 0 - 3 -+ 0 co" M (A -0 CA (A 0 0 (A 0 (A ;+) 0 0 ia. -0 (A : U — - 3 - 3 C X M q tA 0 :3 e% > 0 0 C 0 0 M 0 -+ 0 0 "a 9 .0 (T 0 M r (A M :3 CL - 3 0 M < M M X X W C (A M + M -< 0 (A X M r -4 0 cr a 3 4 M ( M 3E (A 7 -3 0 0 0 e-, C. -3 0. -+ -.'a H -+ 0 M 0-0 to (A 0 r%) 3 "a =. -1 0 CA c R < 0 CL 1A M M t i , 'I --h ?! -3 "a 0 o -n M > 0 0 , (A 0 -+ Z M 0-0 :3 -3 CL a M :E 0 a c X 0 X M X 0 cr C) tz (A -+ — + (A ;n X C) X M (A 0 ho CL to 0 L71 0 0 - 0 QL X (A -h :3 0 + n M t') -+ 0 > C M -3 M M _ (A --h 0 M M -h a -0 cr (A r 0 3 X M M 0 cx. 0 M M CL 0 0 (A 0 a' -+ X -3 -4 M -3 M (A cr (A M X M 0 2 M 0 (A 0 C- - 3 M M - 3 M 0 X UZ 0 C) ::r M -+ co D (A 0 (31 0 (A 0 (A CL M CL X 0 (A * . - M -3 0 0'-% -+ (A 0 M 5. Q c) o + M - Z X 0 a T CL ( C A iA 0 = M 0 M 3 -+ (A 0-1 (A M 3 0 - 1 -3 :3 M M CL :3 0 c) M - 0 Ts M r M 0 o- z 0 - 0 M 0 0 M (A - 3 M n -+ < > a- + x M -n (A 0 - -+ 3 M =r 0 CL - 3 n 3 & = 0 0 M cS X M < M I 0 -h to "0 -+ M -4. = -+ (A M < 0 < "11 M 0 —0 0 (11 4 c cr 0 N 70- M - -1 a Z — 4A CL X M X M e. C a CL v M n 0 CL (A -3 M + M cr X a - to 01 X M 3 cr + M N 0 5 a M 2 + -0+ M 0 y 0 -h 0 -3 M M 0 y' - 0 + M 0 0 x M "a M LTI Cr M. I-- -+ 3 0 - 3 M 0 _3 :r 0 M -+ 0- W 0 --h PA FA �4 M M M 0 CL -4% --h 6 g 0� -+ C, -3 X :t -3 0 0-0, M 0 -3 6+ -3 -3 CL =r - 0 M -3 PA 1 0. h IN (A C -+ - 3 �4 j� tz' M X < -+ - 3 f a M 1. C (A E r%) a .0-0 M -+ X W - 3 r M - 0 M M X X - 3 M -+ 0 M (A 0 1--- -4% = (A 0 M X + x m -+ 75 '0 M 0 M EA -3 - M PA M r M 0 0 cr cr cr M cr m iA 0 M 0 0- 0 3. n M ), C -+ x U1 z t2 0 < 0 (A M 0 n -+ + 0 0 0 0 - 3 m ("'1 0 0 0- C - 3 L 1 3 M cr 0 0 (A M 0 X P X - 0 3 -3 0 X — icr + (A cr 0 + M = m M -0 - 3 (A M cr 0 M (A c -n = M a- M "3 00 = -+ M C m CL - 3 M -.h M 0 X -4 CL 0 -3 C % -3 CL = 3 4 a 0 0 f\) < 3 0 CL X 0 M nj cr M 0 -.h M 0 4 0 -+ = cr q M M -+ M M M + CL -n 0 M - n M 3 :3 0 :E M E+ 0 X Ln CL 3 :3 0 CL M 0 M a' cr M 0 Z' M :3 to x Z 3 X * Ln %0 0 p 3 0 :3 ::r JA — = + X-C 2 X X M (71. -n 0 M = M X 3 0 . :11 (A 9 CL 0 M X -3 IS 4 U3 m M X U1 to M M (A B 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Riser B 3 3. ff' 0. e d 9 Gen eral a F I R E SE CU RITY, INC. 6033 W. FRANKLIN 3 8 BOISE, ID 83709 (208) 367 -9100 0 ro ro to NO, REVISION INIT. DATE 0 Original issue for Engineer Review KWW 7/26/2007 1 Issue for AHJ review KWW 8/6/2007 (A -n 0 - M Z o � M 0 M n • 7 MMMMMMO aaaanb= O (V NF , O E..,.0 0H CL O X TI T_ "Tt 'l l 'll T I 'S - S • - 'S • 'S =• - S • N N N N N N aab�a� 3 3 3 3 3 3 O QS 0 0 N ill z 0 O < Z O s s <• � (0 - � D n N s N p_ cc t DRAWN BY: CAD CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted mmmmrn m mm mmm mm m m m mmm m mmm mmm -vZ 'oao I I I , 1 I 1 I D i I 1 1 I I I I I I I 1 a I 1 I 1 1 1 I 1 I I D D > NNr NNN NNNNNN v v DD ° ZQ A z V N N N N Y+ 1+ F+ N F+ N i I I I 1 1 1 N � � m � 1� 1 1 I 1 �� V Q• �� w l 1 V O� t71.A W N NO�aD V O�UI.A W N mC O �OaDV O•U1.A W N f°Ti� `+Nx+`•+ � � �� D r �v m m rn m qy Z m�c n cn 3 -i 0 0 cn cn 0 000 to cn cn cn cn cn cn cn cn to to cn n cn --� to to u, cn cn to cn cn cn cn cn cn � cn --� to cn to to cn to cn to cn cn cn cn � Z h H Vy a° wwwww oy a° www wwwwwwwww 7 b O wwwG`w�www � 7oD ww www - °-°° 1 I 1 1 I ND --� n X n X - I X� www " � ,N a � .5, rn C m 3 r r+ .-. r-+ .-+ r+ r+ l•+ I-+ C m � r N N NNN N NNN N N N m r r+ l-+ r+ p `+ )00 f+ ►+ r 0� /-` 0� H �: r ►+ I-+ 1-. ►+ I-+ � pp r+ pp ►+ � r "� Z NNNN NNNN NNN<p NO NNN-•N -• n NNNNN r\) Njy NN0 O �a D � n N N N N N N N N "'� C C � N N N y N O N s N N O O r- ;0 .4. ..8h. .A .4 .o..p .A .A. .A _9k .A .p -ph. .tom P. .t>, .A � .A r A 3 �o O .A o v ° '"� C 7K r� Onncy 33333333 On 333333333333 On n 3330 �33� 3:_5 O� h �3'Q n O H nnnnnn a c ca� nnnnnnnnhnnn bc� nnnonwn n n a i�c nnnhnn n nn S � � cn c ac c n n ►� v 7v 7o H � 7r � � 3 ao � 70 � y � a � Z m �N O'vH \ \\\ v ;i7 70 H \ \ v 70 H \ \\ \\ D - { 0 0 0 0 o r o -I - n M to F" m Tppnp m p ;v 3 n m nmm� n nn m - cl S (A r co to 0 o p 0 co -s � v -! -+ 3 3 ro 3 � �• � 3 3 7r � m b H Gl a H O z C p to � O�° j2. 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I-+ 70 8 70 S UtO p O \\ p � � a � D O p I V ° � 0 D a LM AOL FIRE & SECURITY, w 7v W � A ffi e d � G e, c y m�� ° �_nn °gy °atrom' °`•- • °-�� 6033 W. FRANKLIN c�c m a�.Y•m' 3 ® BOISE, ID 83709 o.3 Ta �a (208) 367 o` ND. REVISION INIT, DATE 0 Original issue for Engineer Review KWW 7/26/2007 1 Issue for AHJ review KWW 8 I�IIIIII�IIIIIIA��I���II nnnnnnnn hnnnnnhnhnhn nnnnnnnnnnhhnhn < �w 1 I 1 I I D D Q D D W W W W W W W v N N NNNNNN N r „" 1-. 1 I , , I I 1 1 v v t I I I I , 1 I I v H A Z -j OD V O� U1 W N C7 1 r p (7 V p ( • W N �~•+ p �O 00 V O• Ul .P W C7 C m �7 1 r n Z n K cn to cn cn to to (f) to cn cn to Sn cn cn cn cn cn cn N cn n cn ' --� cn to cn to cn to cn cn cn cn (n � cn N cn cn cn ( h I I 1 I ' c � y a0 wwwwwwww � y a 0 wwwwwwwwwwww p aO wwwwwwwwwwwwwww Fi '� rn I � 7 D H a c m H � Fn 2 N N N N N N 3 N N N N N N N N N N N N H N N N N N "'� NNNNNNNN C N NNNNNNNNNNN Cn NNNNNNNNNNNNNNN �- T... H Ja .A -P - D .A A •A v r 7�D 3 p .A ? -P .A 4 P .P .A P. 4 4 P r � 3. p •A .A A P .P A J .P .A •A .A 4 D .P .P a O 7C O � 33333333 � O n n 333333333333 On 333333333333333 3 a c nnnnnnh b�Hc nnhhnnnnhhnn ac,.., nnnnnnnnnnnnnnn v��oH \�. \\ �\ \\ \ \ \\ =b r � m N Zn C� n \ t112 - n,'Gn7v m CIS -1 cn3�3n3 - n 7o�v n r�- \ o 0 0 $ n no �� 0 0 o p r to 0 0 0 0 o Z n C O O '7 O Vl D H O Ih D - i O ?. f p � _ 3 3 r O � -� � -�• c � z .� v x- to � � -i < . 3 s N -�• 3 3 3 -i -�• . 3 3 � �c' i; � 3 3 �c- a r b q , m h -3 1 p' I•+ a r D 3 y co N as � .-.... p- .,• ]' r n' .. I- . y �o D a v O O 'O O f+ O O W O v O O w w 7 1p � 11 < O '� C I•+ Z CIA H O � O '] n r� C7 I(A p � � � •A to O y Q � .P N y D C b a s �fl'^ � � � Z G> �� Z Op 0 b y C y C N' � C m � � � cn u, i° �n G D � Z ,.., ,.. .. � N v m Q � O P � o 'c 'coil :�' ^' 00 ... �-. I+ 1 � > \ I.. m 'V tJt 'V tJt o .. I^. �,... «..... �. ... �.... I-+ 70 8 70 S UtO p O \\ p � � a � D O p I V ° � 0 D a LM AOL FIRE & SECURITY, w 7v W � A ffi e d � G e, c y m�� ° �_nn °gy °atrom' °`•- • °-�� 6033 W. FRANKLIN c�c m a�.Y•m' 3 ® BOISE, ID 83709 o.3 Ta �a (208) 367 o` ND. REVISION INIT, DATE 0 Original issue for Engineer Review KWW 7/26/2007 1 Issue for AHJ review KWW 8 I�IIIIII�IIIIIIA��I���II A ffi e d � G e, c y m�� ° �_nn °gy °atrom' °`•- • °-�� 6033 W. FRANKLIN c�c m a�.Y•m' 3 ® BOISE, ID 83709 o.3 Ta �a (208) 367 o` ND. REVISION INIT, DATE 0 Original issue for Engineer Review KWW 7/26/2007 1 Issue for AHJ review KWW 8 I�IIIIII�IIIIIIA��I���II I�IIIIII�IIIIIIA��I���II s M M 0 3 CA) n 0 0 0 m m m m mm - nm N N N N 6 L M 11 3 = 1 0 1 V - 0 1 4 Ir- V a co 4 V R t to 0- z co co m " ' _- " " !. a a ro r 2 - 8 M 0, 3 a cr o - "M + 0 - 0 , M cr c c 0 cr m m - n - n - n - n - n -n V M -0 CM, A 0 (A . 14 1 4 0_ 0 1A __< 0 + _+ 0 La p -0 0_ 04 -3 c o �: - 3 0 : T 9' �i :j :j :i :i* M N . 0 _ 0 0 t 4 r . - 5. -, -, c " 4 (A cr 3E 0 0 0 (A 0 Z4 + M M M M M M M M + C, 0 (A 0 2 '3 M 2 :!. 0 _ CL 0 0 cc to a M S -3 -h 0 a - 1 ' 4 : . C, - - _0%0 M to 0 M (A 0 tr 0 (A 0 _ -, 3 ro 57 a E" B' F F E7 3 + CL M 70+ i+, rA 3 9 1 -3 -3 -3 0 !A 00 2 M -3 -3 -3 + 0 z 0 , 36. D - 0 0 co 0 CL 0 !A -0, M . N < < - n -n 0 _M+ _c + - 2 5 9 CL '0 co -n 'a -00 to (0 -n - n -n go V ("I cr 6 ''E c (A () 2 2 M a O 0 < >. 0 0 . 4 rM (A a , < r 0 + M - 4 . + o 2. tLl 0 0 0 0 M $A �A _0+ _+ CL - 3 - 3 5 , M n o =0 Ln "0 :t 0 - 3 - 3 - 3 _+ to -n 4 o- -o =r = - 0 - 0 F 0 0 (A (A CL -V M __M CL rA' -f S Qft 0 :z z r.. ­10 o -+ 57 E' 5 6- (,n =r M -0 & E * M 2 a M 0- ro W A M 27 N- =r 5i. 3 M 0 M \0 - 3 cr M L h - 0 + g: o 0 0 + cr M 0 _+ 10 R - M M -< -n on ro Z 0 EL < < 2 C, 0 " 0 n a : A x a -n < =r m Z CL () 0 - 0 _j. 0 z L M M 0 0 C -3 -0 M _+ 0 (0 2 M 0 LO 0 M M 0 o x' Q- M = O x - - n + M CL CLM z CL rt CL j 0 CL c 0 n X =r < CL 5 . - r- 0 j n = 0 0 z 5: - n : -a -1 (b GA -A+ L+ -3 0 0 - 3 0 4 5 M r O c - M_ 0 _ _4 _ 0 + c M -1 0 0 + M 0 - 0 le _+ =r _+ 0- r -3 'a C M M CL �V to 0 Zi . I n -1 E C . M 0 = _+ tM 0 + c C7 cr (A Z 0 (A 0 :Y -4% M =r M G. M -3 3E - 0 -,- -0+ n , m _h L' T ti R . 2 C) r n :E a- _0 : . -3 -3 - A -3 (A 2 CL to 0 (A 0 0 0 1A Z -0 - 0 0 (A CL p< 0 CL a 0 0 a Lo M 0 0 1 8 -1 M - M n I io r 0 + - a' 2 a IS = o- it 'a, - 0 0 o- CL 0 cA U3 M zt; 0 M 9 _. 1 < m 1.- 1 - 0 M < (A - < ( A 0 0 0 CL 0 -+ 0 0 M 7 p 1 = 4 r 0= = _ "a ;h La a to 0 0 "a 79 0 * =- tp 0 < CL a - UA 0 ;E - z —0 0 0 r Z I cr cr r- -+-a M ;:E P o- + 479 n c M � 0 A . c 0 o- X " 0 r c to 9 G 4-3 - =- -+ 0 + fA 2 _+. X T. =r 0 to < cr 0 M M M < 0 ro CL M co to ro ro c:) DRAWN BY: CA[) CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted 8 G 0 -a 4 -+. < 0 0 0 0 xM U K M -3 C - + + -3 * M .3 _+ 4 M 0 0 M _ In= 0 iF -3 _+ , , M a- M CL ((AA X e. _+ - 3 M ' m _ _ :± gt M 0 =1 ' n - 0 3 M , t M CL M co --0+ U 5- -M, e s -0 0 0 M (A -+ E� 3 T ui - = + r 2 _+' _= Ir M -+ co r.. 2. M j+ � M = - M + -3 -0 , ' M 0 0 0 _+ - 0- 0 -M+ -3 r 1 0 4 r+, Cl X m 0 -0 ( M M A (A M - 0.0 cr X M W C 0 M M M M < - A - M i 3: 0 c - 1 e. _+ -3 -°+ z 0.0 < 0 1A co (A a c cA FS > r_ n - 0 to (A 0 0 - Z CL G. 0 ta _+ C :r _+ LO (A 0 M (A 27 :�n cL to c (A 0 3 ::r M am v- n r 0 0 >1 0 - M 0 S. LQ 0 - cr -4 M N (a =r M -3 M -3 (A M r (A -3 M M 0 :r -h C) a a 0-2 P 3 M LM co 0 0 t 0 (A -3 M (A 0 C) 0 0 + + 0 _+ CL (A -3 co + (A 0 7 = a- m 0 M M < z C LO 0 = o_ 0 a 0 (A N X -3 . -+ . M M -3 za + M 0 + 0 co - "3 M cr e X 0- 0- o W M 0 0- M V M -3 + 3. n M (A * < e. M 0 W M -1 (A :r W - c - 0 M 0 + X cr 4 M < M ti -4, c — n -+ a 3 ;7 (A 0 + 0 0 3+ 0 I _+ - 3 M c'j 0 a < = 0 -%- ­ -+ - -+ M M (A M 0 M M :r CA o— CL _ n 0 M .3 (A M 0 :r 0 :+ + M * 3 + X 0 M 0 =r M 0 M X M _-h M =r M -3 LO M M =r 4 M PROJECT: BYUI 8th Stake Center 389 Mariah Ave Rexburg, 10 DRAWING TITLE: Fire Alarm Floor Plan Overview N9 _M �a &IJ, Affied 9 ner al 0. a i so a, FIRE & SECURITY, INC. & 6033 W. FRANKLIN 01' V. 0 le BOISE, ID 83709 a. "Z a I .a. OR (208) 367-9100 0 0 0 G 8 8 1 4 ;j C M r N 0 a m -0+ V M A - n " m co r Q L 3 -0 0 - < a- m 7n r(-A 6 -ro- ++ ll + 0 9 - n = C = a D o M - M 0 m 0- M I CL 0 M 0 _+ o 0 CL + CL 0 O R n _+ a + (tA _+ Cl 0 5. , ::� 0_ . :� -1. -8 0 n - 0 M Z 0 C c , _-4, 0 0 0 IM + IIA 0 A - - n -+, o (A 0 to to LO 3 4AS v :s - 3 M 0 0 M 0 0 F= G I M < =r I Z LA_ M M c 0= M o- - 3 c -4 M 5 r 0 3 0 0 "a "' m M 0 C a e. -n cr ;7 -4 M :e 0 0 0 M • '0 3 to 0 )2. (A (A A to CL MR .0 + 0 5- G. 0 to : 0 1 �: -03 3 a F :r M _+ M 0 < 0 (A M -3 c + 0 (A tM M 4 -3 M S a + z 0 00 M X 0 M :E ;n co _(A 0 :3pM , 4 cz < M A X :r M - 3 + Icr 0 CL M 0 < 0 -3 M a: to 3 -11 2 Cr 0 + M X M 3 :t - 3 M co M to M 0 n CL ::r 0 0 CL ::r .3 0 PA M -+% - .3 , c 0 a U3 M = 3 -0-0 r LQ M -3 (A :r g _+ =r 0 PA _+ M M = M a- cr cr (A 4 M M cr CA M 0 M z M 0 + X -+ + n :5 0 - n cr CL 0 P + M > < M cr 0 -0 M M (A 00 - n co to 00 - n 14 0 3 [\) < 0 cr M 4 > LA M cr !? Q :r 2- - n M M M 0 _+ co M + - n M 3 0 0 M :1 = M Pq cr ZS :3 Q (A - n D 0 O O F 0 Ul t co O N 0, R E V I S 1 0 N INIT, DATE 0 Original issue for Engineer Review KWW 7/26/2007 1 Issue for AHJ review KWW 8/6/2007 C30 rt.> i=k_ CC) DRAWN BY: CA[) CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted 8 G 0 -a 4 -+. < 0 0 0 0 xM U K M -3 C - + + -3 * M .3 _+ 4 M 0 0 M _ In= 0 iF -3 _+ , , M a- M CL ((AA X e. _+ - 3 M ' m _ _ :± gt M 0 =1 ' n - 0 3 M , t M CL M co --0+ U 5- -M, e s -0 0 0 M (A -+ E� 3 T ui - = + r 2 _+' _= Ir M -+ co r.. 2. M j+ � M = - M + -3 -0 , ' M 0 0 0 _+ - 0- 0 -M+ -3 r 1 0 4 r+, Cl X m 0 -0 ( M M A (A M - 0.0 cr X M W C 0 M M M M < - A - M i 3: 0 c - 1 e. _+ -3 -°+ z 0.0 < 0 1A co (A a c cA FS > r_ n - 0 to (A 0 0 - Z CL G. 0 ta _+ C :r _+ LO (A 0 M (A 27 :�n cL to c (A 0 3 ::r M am v- n r 0 0 >1 0 - M 0 S. LQ 0 - cr -4 M N (a =r M -3 M -3 (A M r (A -3 M M 0 :r -h C) a a 0-2 P 3 M LM co 0 0 t 0 (A -3 M (A 0 C) 0 0 + + 0 _+ CL (A -3 co + (A 0 7 = a- m 0 M M < z C LO 0 = o_ 0 a 0 (A N X -3 . -+ . M M -3 za + M 0 + 0 co - "3 M cr e X 0- 0- o W M 0 0- M V M -3 + 3. n M (A * < e. M 0 W M -1 (A :r W - c - 0 M 0 + X cr 4 M < M ti -4, c — n -+ a 3 ;7 (A 0 + 0 0 3+ 0 I _+ - 3 M c'j 0 a < = 0 -%- ­ -+ - -+ M M (A M 0 M M :r CA o— CL _ n 0 M .3 (A M 0 :r 0 :+ + M * 3 + X 0 M 0 =r M 0 M X M _-h M =r M -3 LO M M =r 4 M PROJECT: BYUI 8th Stake Center 389 Mariah Ave Rexburg, 10 DRAWING TITLE: Fire Alarm Floor Plan Overview N9 _M �a &IJ, Affied 9 ner al 0. a i so a, FIRE & SECURITY, INC. & 6033 W. FRANKLIN 01' V. 0 le BOISE, ID 83709 a. "Z a I .a. OR (208) 367-9100 0 0 0 G 8 8 1 4 ;j C M r N 0 a m -0+ V M A - n " m co r Q L 3 -0 0 - < a- m 7n r(-A 6 -ro- ++ ll + 0 9 - n = C = a D o M - M 0 m 0- M I CL 0 M 0 _+ o 0 CL + CL 0 O R n _+ a + (tA _+ Cl 0 5. , ::� 0_ . :� -1. -8 0 n - 0 M Z 0 C c , _-4, 0 0 0 IM + IIA 0 A - - n -+, o (A 0 to to LO 3 4AS v :s - 3 M 0 0 M 0 0 F= G I M < =r I Z LA_ M M c 0= M o- - 3 c -4 M 5 r 0 3 0 0 "a "' m M 0 C a e. -n cr ;7 -4 M :e 0 0 0 M • '0 3 to 0 )2. (A (A A to CL MR .0 + 0 5- G. 0 to : 0 1 �: -03 3 a F :r M _+ M 0 < 0 (A M -3 c + 0 (A tM M 4 -3 M S a + z 0 00 M X 0 M :E ;n co _(A 0 :3pM , 4 cz < M A X :r M - 3 + Icr 0 CL M 0 < 0 -3 M a: to 3 -11 2 Cr 0 + M X M 3 :t - 3 M co M to M 0 n CL ::r 0 0 CL ::r .3 0 PA M -+% - .3 , c 0 a U3 M = 3 -0-0 r LQ M -3 (A :r g _+ =r 0 PA _+ M M = M a- cr cr (A 4 M M cr CA M 0 M z M 0 + X -+ + n :5 0 - n cr CL 0 P + M > < M cr 0 -0 M M (A 00 - n co to 00 - n 14 0 3 [\) < 0 cr M 4 > LA M cr !? Q :r 2- - n M M M 0 _+ co M + - n M 3 0 0 M :1 = M Pq cr ZS :3 Q (A - n D 0 O O F 0 Ul t co O N 0, R E V I S 1 0 N INIT, DATE 0 Original issue for Engineer Review KWW 7/26/2007 1 Issue for AHJ review KWW 8/6/2007 Tm"PI - n - nmm m aaaaaaaa N N N N N -' ,+ ' O .p W N +-+ 0 +-+ 0 0 MMMMMMMM N N N N N N N N a_a_aaaa 3 3 3 3 3 3 3 3 p O O O O •z � - s - s - s N - -mss Q ? N Z O 3. _.,. O < N N S S< N 0 0 co D S S n to I IBM 7y S N t0 O O O O O O O O O ° - oo- ~ a3 II �' 3 A ° -i -I-i o ( ao io s (-I ;V a M L" m CL (0 tp CL D n z M (0 (0 3 Cs, m 3 M D CL m N D m w m A n -* -+ 3 s + = 3 (n z CL n1 -s d ( - s -I to =v 1 o c a�'� 3 (0 3 3 m Q n � aao - 3 y' - u�' �0 c '. �� -n+• m 3 m° o D o' er D Q o 0 Q n C ° c o -° n m c O p-m 3 D D M -0 M a 3 n' D Q D -+ CL. D D c m 3 ti 3 - n CT C1. + o -+ m L c -c X, 0.-0 x' v A c - ++ - °s 3 fi c t - - c m g. D A LA. �n { d' O n "++ o 0 S = A 7_ O - O A K - g O z z g c O -_ 4 � c D � c � M S -� '• ui -°+ - O L D 0 , M -0 c 3 � c 0 3 D CL A -0 m D n D n- CL. m f) cn ,, p O� p to O �. � D Q ' . - °+ (n O -_+ n O A O Z f7 p- $ � p _+: 0\o p -0 Vy =f 3 ms 's+ m fno (p O. O c -s 3 c -s y .� +�. N f Z A' W <' N n to 'm . n << m ^. + o' o o z f c 1 0 0 3 ti ( a o �• o. O O n 3< (n m v y m Z O U3 A D� CL m O ' f CL m 3 3 N 0 3 D D o o =+ IA -+ tD N• a 3 CL. "V (0 (0 ? CL y' 1 A S < <' c s ,c<o w -Q c s f n 3 -+'-0 m '+ m W m (0 m n1 S 3'� Cf c 3'N m -� m o co 0 "0'0 m m e 3 m m (A � - m Z (o a 0 n O c - -* o n - n n -+ Z y 3 - o M cc �� (n f cX -m s �, 3 � to a - n. CL � Z = o.. * 1 � 0 0 3 �+, - 3 + N" M -+ m• tC M s d -n =-a m n ' n Z c --h o 0 m 0 -n CL z t0 (0 p s s M ro c m o M o c 00 - c '' m D M do O m m c� t0 (AO 3 p 0 D d M CL, f m D 0 D a= D D 'o (o N A '+ , o N CL 3 -++ D .(.°. D 3 a _+ :°. o to n 3 Z L4 O CL (A M to m tT m o m o - O (0 m s m 3- 3' tp Ci (p 3 . O (� 0 0 p- 0 0. 0 0 g c ° S (O S - o C < o- 0- .. S 0 ° + r 3 -0 C=1 3 N y. 'm7 i io a ( CL v C m .1 - 3 . 3 - r =r o s 0 ° 3 3 = s -+ � m G -°, 3 m a to 2 3 m -+ z m (n �m m (n m 3" (=n 3- C cA 3' -'' t3 y 4 ( < p y < -°_r _d a t� t �- m CT O M 3 D (0 z m < 7' i m -+ ro 3 O C L -' m m 3 co m m (a 3 DRAWN BY: CAD CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted 173 O O �I O� CJi O -+ p :- 3 n o 3 W N CL E < C1. e H 0M LA (A g c• M - - n o m + -`'i, ti t0. Ci c s-3 m -3 =+ o ro - c -+ ° o 0 -Z 0 � 04 c m - m to m � . -s � � CL -+ N < °+ p + c O c 8. � � m -* ro + + s o = - 1. 0 � � s -° s M o � u' 'a ' -0 -3 � � o to n -+ o 3 m l ° 7 _ ° M -0 0 - p= S O m W d' = a 3 O m a - O N { S1 N m - !+ .� --+, 3 D C n Q (n n .Q t3 (A O p -+ Z C L Z + -3 S ro Q O n Q -+, m_ 's '+ H Q 3' N a c O 3 m ro Q' -i. O c _ -°s x ro � m -h d C -a (A 0 fl- p ro S - t0 Cr m - (A -3 S s C c�. N -3 - -fi h % n 0 Z 0 CL ((A C ro y . 0 p w ry+ ` J -s < : d p i .+ -s o. ro M O — 9' -4 m p c M e ms + -3 v = cL - ro + - +• -+ Z p CL cs =3. a -,gin. �' y z n3 �a3 { - = 3• 0 ( (''� � A c t' D m s p Q CL 3 O Q' m O - "� ro r Q A -s m ti n -0 ^ t�0 LM ro m p O N (A fa o, m p 0 o W t�0� z m T W � 3 m 0 A N LO 3. N N m O 1.- ro f1 N O m? -+ -+ ° O ' O (r) -3 S -O+ - y 3 c m S Cr = CL t0 N �< p r M ro ro y n A. n C -0 < f"1 -+ O O ° -+ cr ro � m -+. � m - p ms s CL p ro to CL O_ G P ro N 0 D C Q O Q m S CA " 3 N n d' -p s to 0 ` a -+. 3 to 3 S 3 3 p 3 �' �- S O p ro s m 3 to -'' ro s m m s ro PROJE 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Floor Plan North wm ° sowm 1 3 14 w ; Affied w ever 9am��'. aM a�3�v °digs ^��• 6033 W. Fr AN KL I N .0 _ I —> BOISE, ID 83709 0 a�ww w 208 367-9 �a 0 O O O G O O D -00 --+3,:5 3 0, O D< 71 00 C pW M -n ' D CIO c - aM 3 cm- m� �' - �? � - n c ro co a ( M ' co � m F. F. -s o y � 0 �0 3 - n y � "}� '} 3 3 N(A 0 C fl ti CA lO to Q ro D 0 0 N C a CL p m a y ? gy p n p — 2 'II _ pn (�O Q Q m O - r) is m m A 3 CL -• D - CZ :3 c' m :E O c ti ff 3 Q 0 c=n o 3 a O p Z p m c -+ m M 3 Q n N " D 0 A - °+ - + m : 0 - + < m { S CL iii m s N m m 3 ro 3 A S - n m m .s (31 3 o z ° mm s CL (M -°+ -p+ -< --h m m M X "' t 3 �n °' v z � � a 0 M � Cl S m p -0- ip = s m - ' t° m .� 0 o- 0 CT (7 v- +/( m m i3• n ( A p o m X m + C�71 n m i Z tsj ' 3 3 A f0o 0 p M _< � -0 -. CL gy m+ c + Q- o- -T n t s m i; 3 0 3 *{ CL, tA ro Q tG -+ 0 (A 0 S (V CT m D N 3' N? m ON fm0 "n p O - ° ro D a X" s -fi U1 m F� O NO. REVISION INIT, DATE 0 - n :3..%. M 7/26/2007 1 Issue for AHJ review KWW 8/6/2007 a � H � + N `�yy �y �.� O O O O O O O O O ° - oo- ~ a3 II �' 3 A ° -i -I-i o ( ao io s (-I ;V a M L" m CL (0 tp CL D n z M (0 (0 3 Cs, m 3 M D CL m N D m w m A n -* -+ 3 s + = 3 (n z CL n1 -s d ( - s -I to =v 1 o c a�'� 3 (0 3 3 m Q n � aao - 3 y' - u�' �0 c '. �� -n+• m 3 m° o D o' er D Q o 0 Q n C ° c o -° n m c O p-m 3 D D M -0 M a 3 n' D Q D -+ CL. D D c m 3 ti 3 - n CT C1. + o -+ m L c -c X, 0.-0 x' v A c - ++ - °s 3 fi c t - - c m g. D A LA. �n { d' O n "++ o 0 S = A 7_ O - O A K - g O z z g c O -_ 4 � c D � c � M S -� '• ui -°+ - O L D 0 , M -0 c 3 � c 0 3 D CL A -0 m D n D n- CL. m f) cn ,, p O� p to O �. � D Q ' . - °+ (n O -_+ n O A O Z f7 p- $ � p _+: 0\o p -0 Vy =f 3 ms 's+ m fno (p O. O c -s 3 c -s y .� +�. N f Z A' W <' N n to 'm . n << m ^. + o' o o z f c 1 0 0 3 ti ( a o �• o. O O n 3< (n m v y m Z O U3 A D� CL m O ' f CL m 3 3 N 0 3 D D o o =+ IA -+ tD N• a 3 CL. "V (0 (0 ? CL y' 1 A S < <' c s ,c<o w -Q c s f n 3 -+'-0 m '+ m W m (0 m n1 S 3'� Cf c 3'N m -� m o co 0 "0'0 m m e 3 m m (A � - m Z (o a 0 n O c - -* o n - n n -+ Z y 3 - o M cc �� (n f cX -m s �, 3 � to a - n. CL � Z = o.. * 1 � 0 0 3 �+, - 3 + N" M -+ m• tC M s d -n =-a m n ' n Z c --h o 0 m 0 -n CL z t0 (0 p s s M ro c m o M o c 00 - c '' m D M do O m m c� t0 (AO 3 p 0 D d M CL, f m D 0 D a= D D 'o (o N A '+ , o N CL 3 -++ D .(.°. D 3 a _+ :°. o to n 3 Z L4 O CL (A M to m tT m o m o - O (0 m s m 3- 3' tp Ci (p 3 . O (� 0 0 p- 0 0. 0 0 g c ° S (O S - o C < o- 0- .. S 0 ° + r 3 -0 C=1 3 N y. 'm7 i io a ( CL v C m .1 - 3 . 3 - r =r o s 0 ° 3 3 = s -+ � m G -°, 3 m a to 2 3 m -+ z m (n �m m (n m 3" (=n 3- C cA 3' -'' t3 y 4 ( < p y < -°_r _d a t� t �- m CT O M 3 D (0 z m < 7' i m -+ ro 3 O C L -' m m 3 co m m (a 3 DRAWN BY: CAD CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted 173 O O �I O� CJi O -+ p :- 3 n o 3 W N CL E < C1. e H 0M LA (A g c• M - - n o m + -`'i, ti t0. Ci c s-3 m -3 =+ o ro - c -+ ° o 0 -Z 0 � 04 c m - m to m � . -s � � CL -+ N < °+ p + c O c 8. � � m -* ro + + s o = - 1. 0 � � s -° s M o � u' 'a ' -0 -3 � � o to n -+ o 3 m l ° 7 _ ° M -0 0 - p= S O m W d' = a 3 O m a - O N { S1 N m - !+ .� --+, 3 D C n Q (n n .Q t3 (A O p -+ Z C L Z + -3 S ro Q O n Q -+, m_ 's '+ H Q 3' N a c O 3 m ro Q' -i. O c _ -°s x ro � m -h d C -a (A 0 fl- p ro S - t0 Cr m - (A -3 S s C c�. N -3 - -fi h % n 0 Z 0 CL ((A C ro y . 0 p w ry+ ` J -s < : d p i .+ -s o. ro M O — 9' -4 m p c M e ms + -3 v = cL - ro + - +• -+ Z p CL cs =3. a -,gin. �' y z n3 �a3 { - = 3• 0 ( (''� � A c t' D m s p Q CL 3 O Q' m O - "� ro r Q A -s m ti n -0 ^ t�0 LM ro m p O N (A fa o, m p 0 o W t�0� z m T W � 3 m 0 A N LO 3. N N m O 1.- ro f1 N O m? -+ -+ ° O ' O (r) -3 S -O+ - y 3 c m S Cr = CL t0 N �< p r M ro ro y n A. n C -0 < f"1 -+ O O ° -+ cr ro � m -+. � m - p ms s CL p ro to CL O_ G P ro N 0 D C Q O Q m S CA " 3 N n d' -p s to 0 ` a -+. 3 to 3 S 3 3 p 3 �' �- S O p ro s m 3 to -'' ro s m m s ro PROJE 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Floor Plan North wm ° sowm 1 3 14 w ; Affied w ever 9am��'. aM a�3�v °digs ^��• 6033 W. Fr AN KL I N .0 _ I —> BOISE, ID 83709 0 a�ww w 208 367-9 �a 0 O O O G O O D -00 --+3,:5 3 0, O D< 71 00 C pW M -n ' D CIO c - aM 3 cm- m� �' - �? � - n c ro co a ( M ' co � m F. F. -s o y � 0 �0 3 - n y � "}� '} 3 3 N(A 0 C fl ti CA lO to Q ro D 0 0 N C a CL p m a y ? gy p n p — 2 'II _ pn (�O Q Q m O - r) is m m A 3 CL -• D - CZ :3 c' m :E O c ti ff 3 Q 0 c=n o 3 a O p Z p m c -+ m M 3 Q n N " D 0 A - °+ - + m : 0 - + < m { S CL iii m s N m m 3 ro 3 A S - n m m .s (31 3 o z ° mm s CL (M -°+ -p+ -< --h m m M X "' t 3 �n °' v z � � a 0 M � Cl S m p -0- ip = s m - ' t° m .� 0 o- 0 CT (7 v- +/( m m i3• n ( A p o m X m + C�71 n m i Z tsj ' 3 3 A f0o 0 p M _< � -0 -. CL gy m+ c + Q- o- -T n t s m i; 3 0 3 *{ CL, tA ro Q tG -+ 0 (A 0 S (V CT m D N 3' N? m ON fm0 "n p O - ° ro D a X" s -fi U1 m F� O NO. REVISION INIT, DATE 0 Original issue for Engineer Review MIN 7/26/2007 1 Issue for AHJ review KWW 8/6/2007 �mmm -n mmm baaaabaa N N N M N N N N a b a D a D a a 3 3 3 3 3 3 3 3 O b0 0 C ° o < .�+ N M M 0 0 4 a N - v cn Z co Q 0 S S � I IBM S �o N -F H x n 0 0 DATE c4 - n :]b. m = 0 G7 (!1 C 0 1-1 y H OD 'C 3 CL D ^ CL D H 3 3 A D �? S S S H O (� S O �- l0 S C 3 () D S t� N y y N n n ( j' N p` n '� l0 N t ^ Z C o v' - y W ZE fry t0 p 0 0 0 DATE 0 0 0 0 0 0 (!1 C 0 1-1 y H OD 'C 3 CL D ^ CL D H 3 3 A D �? S S S H O (� S O �- l0 S C 3 () D S t� (p l0 y y N n n ( j' a t0 D D p` n '� l0 (0 (0 fl. D ' d t0 D a� l0 D - y W t0 p LTI - G S o ° c a 3 co 3 3 to r ° c Do -+ a' -+ o. c 3 u�' � c t c cX M y 0 D Q D S ro O' D A C 0 C O 0 A M C O CL A D D -t• t0 O 0 O lam' D (D S 'Q O CL - a � ry O ry! � ry = ry _s' "h (� O g O c o �< Z O yy - I+ ^G C �. D O 7 O Z t0 C O C 3 D- Q- (0 + C C l0 'Q p f0 (A -4, O D _ CL W Q 1p D D 1p O CT _ O D G o y OD - 1, y O (J) ' Z N C - N - :t O p -+ ( � C CL M lD y � O D � -n D � C � T A � � (A N < L� { O CT O 3 g. A D > 3 -h r y U1 D ��.. <' �• c° a 0 p N <' t0 �' N :� (A Lo ` a o,- n D a t0 ^ a< S ` - • CL .� l 0 p � C C a D In D O C y Q. � S (0 O y' y D. T "O S CT -0 3 ' M - (0 O t0 3' -+ 46 ' 3 S CL y .{ S 3 -4, < y <' S ' '� C s O - A vc -F UZ S l0 M N 3 W (0 ,(0 t0 M -� O n n t0 S 7r G S G S G S N ") _ C n \< G -t < (0 O O n 3 CL O ry D -I A - n Z t�0 o v 0 N G 4A Q $ A 0 n cO p C m n n Q (A - + s co s o•• -+ Q Z ~' 00 -3+ a ° a" -+ • M o a { - ° s i c 0 D 3 M N f0 to M o s s to '0 c M o -++ t'o o C OD �_ �_ + (o a O X, s -+ CL O C z c C l0 t0 3 to fl- c D A C ' D c� 1 n S V l0 S CL M "S to Q^ O 0 3 (A D y 'I LID 1+ D y O -+ A y (p N _ 1, ( O D C n c `� o U) (A 3 (A 0 lD l0 D 3 Z lff' .i, y C C D ( C to M 3 0 0 (0 CL p Q' p 0 0 O p- O D c - t, t p f<0 a JA M z o M c F) (o o m s CA CL (�° s o n 0 o '� -t, •II a M a •s 0' C D (o s l0 0 s - 0 -y+ p <' D- D y -F o 'O 3 z G (A (��0 -DS t0 0 Z + ( C - t S d CT t0 to M M y (A A o S 0 -(+ -t (� ? -+ y 'v y <' O a 0- ( ' N 0 CL to (n (0 a -+ o D c<o V -s �, -r, ` M -I ( v t0 0 Q S M s (0 3 l0 DRAWN BY: CAD CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted 0 0 to �I O LM O -+ s�- -+ 3 n o M = W 's N a !-' < a D H n ti Rr M IM 7c -� < N y a o --'+ a c s C n o - o 0 -+ m o s co 3 - s �_ 0 z 0 , g a c_ c 3' M rn -� to -+ In S p O - = ( (0 0 7 o N N N O (0 n M S -s A 3+ -3 M° m 3 c - c O a -0 M c a to N "t+ - 3 -�, y -s e (A O �' t0lf N h D s -A+ c t0 (A 0 p -+ Z CL '� � (0 a 0 -h 0 = Q_ ° X Z (0 -+% — -+ a -0 D (A 0h a N O N s -=+ (o Q' c M - (n - s M s o- �°. N -+ { o N (o -+ c 3. O -a a c (A c o ( V z a -.< = on a c�• co-�CL 3' aq v�03 -v im 0 � � — -.hh o D lfl n p D S p $ a + (0 Q' CT -+ N N_ t� - N (A D C O' - �+ 0 's .3• n W t j (<0 - S - W = s 3 f0 0 f (A l0 3 . y N O O N -h (0 �} M (A O F-+ 3 -++ 3 to i O _ O O �E C a co < n -+ o O° -+ a o :3 -+ t o_ A -3 in �-• fl C t0 N + _ -+ O Q N :r CA '3Q O ( n O•' -P m LID c ` 3 ofl 3 a 3.3g oQ 3 X -0 - 3' O' CL tp --1 (0 �p N S M PROJECT: BYUI 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Floor Plan South ° o 3 m 0 °D3 '^mi o u9 �p9 Affied v G el 1ILT wom�a�a _ 1 2.4 0 a ,q _ ��� 6033 W. FRANKLIN c's•7o 3o_�mgn -� BOISE, ID 83709 voo. D �mo.�3.m c9 o e (208) 367 -9100 o 0 0 0 0 o a —3 o (o Tom' z''a 0 D-A -_.r"Q C 3 N tn0 N 'n y? ' D D N + c ( O A N . - (0 O A CL 0 P (�Jf - - o ° O Z C M O -O+•p-+ 3 S 2. t(0 o 3 y ;,n h 0 (A O so in w(A M z y D o Q' C C a Q ro p e M A< CL 0 n (0 ' (0 C D ta. n =s Q 'Q v c)— D -Q S a �. -� Q 3 n m g 0 CL °,( U1 b� = N � p 3 - 3 -3 c M v ' a D Q CL a C N O a sue- � co(�o 3 c am m o :A(�n -+ tA (0 to < C N M "( N (0 o O D n n M "Q 0 - 0 -} C p — (0 = Q (0 v C ° a" ��< x M -t0•+, o �' s '�' c 0 r\) :3 �K m p + ( (o �X as 3 (31 = o (o -h c 3- C) -+ (0 to t�jj (0 -+ (0 n - ros Q ti N S �f C '+ 0 3 A x -+ CJi n (0 to Z Z - o c M o o c _� -+ N �� cam+ OM M - (A CL o --n v� o D3. 0 � 3 3 p �Q �Q . a :E a N� C3' N - to A D = 3 to CS O - O T M co -p co � a w _+ to s Z N! o co .° "' 3. ( M min o °+ =+ m -+ a a 'ms _° cn I M A Q 0 N N0. REVISION INIT, DATE 0 Or iginal issue for En gineer Review MIN 7/26/2007 1 Issue for AHJ review KWW 8/6/2007 7 .. e 003 M T O �.,. O 3 N N 2 O n aaaaaaaa� O Q O O v o� N . N N N N ,F-► h'' 6 cIO �1 0� cn •A w Q - O •v o C r� y H O. o a Q H Q j --� (0, -t H ' { y t7D Tt 'Q 3 p S S G t0 3 co M 110 { cQ a w Q - co to co a �s a co Q ., — `r A �. v c c� ^a aw; °— sc�c �< �ococ� _ - 3 o oa c a-- $ co 3 3M A -► a 3 1 `� GL.1 cn s -mac co 3 -► o a v` -s Q v co C -°� c o co -, .: 9 =F = -, T v 'v c ° `< p, A 0. !�° v - A�s N y - ° a t1 CL ; A y -�1 N f0 N N N N N - c� '+ c0 cF�' R .3 tz.'tr ' N c - ti - +� c Q3 4 U 'w z y u tT ° t� -h ° n ^G -y' A �. ° .�, ° A < -h — _ `< � S ( Kp CL M (0 IE Q aaaaaaa A O f Oy A -F z 0 0 y O'�Ni o � o� �m3+ t o�Q c� ao-+ -, -+ Mo.-F X O O O O D O A Li c p c �s a C. -� -+ R . z Q Q -0 tc o y - ° Q Z S 3 3 3 3 3 3 3 3 0 ° —°-" o..c °-t0 y °coa -y,,' y a 2 °�� b e - n 'n 'n T) ?1 p 7l 7 c cb o � 3 Q p � a �' co ro n ' co N n c -+ Q O O O O -�}} tA Q �- co : t o 2 � t9 c y p -n Q T C + o y to -0 h C p O O O O -} tD n << i p Z' o O� n� � D 3 -+ z y (/1 a r' <� o io G. -+ O Q' 8 0. � o �n c c� ci c o a < o �° p _' 3a o co Z7 'O "fl 4 O y p y i 1p '= l0 O 0."11 S p' -{T S tp �?. -+ 3 '7 -r 0.0 S 3' Q ° c -r s <' y y a -+ ° X to co co a ' �' c to to - A M c'o w c ,c<o a co -1 0 o c s c co w °' _ ro - i '� M 3t LA Z 0 �. to vo z is = y -i; o is y 4 A 3 =c I, n 3 � � -+ - t . X N Cp s N ° " < c - _ '± co c s co co o z t -t1 Q' o p A N N -+-+ �' �' co ysco Z �QO �co o - +on� �-+ — Z ° -+ N N �" 3< N a N = to a z �, Q o D 4 4 t1 mo o. 7 a Ln Z to t , �° -� '' ' -* 3 to ° a o o -►� = o o- -t, O p - y 1 =r t3. -t o 3 c O 00 . t t0 -+ ,C} �1. d - = s v' t t p Q S s C � o - * ' o C OD + l'0 0 Q - Os p . Q = eb so Q -c c co o_ -o { o 's ° Q O Q o P 0 -o+, 0 0. coo Q'a_ S �•� -n ( -n o a q U1 < A • M �. y' 0. ON O tp 3 O . y 'i "S -0 3 G. O N + A t0 to O .� n tp y -� Q-_1 y 4A 3 y A u ) ' 14 co 11 l0 = O y t0 G C < O ° CT '' (0 % -Oh C d (p C O a N ' O S A C d < ('SO 3 S IA S O- ( y O 0 CL K Q O Q O T C Q S t0 S -± Q K G. � A Q y 3 r -+'9 ! -1 -p y 3 M c t0 • 0 3 tp . f1 L rC DRAWN BY: CAD CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted PROJECT: BYUI 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Floor Plan Mezz North 0g s3ocow c'oN u 1 z 'C7 to t0 C I-M c x -- 3 (0 � r =r W C p to O O - to CL 0 t0 n p N - (A to 0 en + _ p 0 - + _ X -+ A O O z ' H Q Q x -0 "t' Cr -f' c' = O cA 5 - t0 X fl 8.3 3 � 3 to .3 -} a { C cH C p 0 p C � Q - n: 0 9 ? O . f p` r3M� 0 a t0 O S-h = - 0 3 = l0 M <a iH + C ' 3 l�D (� n i o ..F O c y n Q g A a o t0 ac�o s , S 3 p 3 ? t0 8 m -n � !••.` � l0` tQ D 3 A A 3 ? p 0 ',Q S O A -3 O < M A to p = y a o Za p �. N S - n =4 S c� Dy o a 't' '3 V �o O K _. c-'-0. N 3 n P - l0 to N t� ttA y n 3 �o�A - o 0 o 0 ON O O y 1 3 H t „ O `i O -03i• Q S � �-1• -3 IIA '? o c n ' 3 -n °. =r � S t0 � t0 :�3®�'v • a �ro o � y Ge nc;r al oMin FIRE & SECURITY, INC. 9 1! �� 60331N. FRANKLIN co !Eg E. ;s: BOISE, ID 83709 ° a " " (208) 367 -9100 a z a 0 0 0 0 0 0 0 < a p o p y a< C m A 7 to 3 ' y < a s s - n 'ii > ,c o p a' - `° o o- a c s t0 co � .0 co - n C M ° n fin co �° co 0 I'o Q a 3 - c M O Md "* -s Q. 0 M t0 N D O O C7 (A n gyp" :+ O 'II FA o m 3 -3To - �, ,°3 s o' N O h Q (CAA :' y n n A .t] O t0 Q '3 ^' ? Z p A S l0 t0 Q N 'III Q A Q 00 'II O `71 Cr M A iti 0 - M n 0 - 0 L o D A o. c 3 co c - p Ai � tT --h cr v . 3 0 11 f0 -0 o + h 3 .0 IO 3 t0 0 t0 a p= p d= fl i Q 0. o — � - a13 3 c0 z * to G)o .pti o 0 ^ W c 0 I <. Q o ti 3 a o p s _ "+ t0 .j t0 Z C3 CL t0 0 S? A N '� "} A -�+ p t '� 0 N M T y0 �'a O -f o d S eo - ' S a --3 D t0 -4 = f c' Q t0 -f 0 -+± to fl v�co N+ 3 M�tO° A= c as N G C)1 C '+ f0 3 PA %4 M co -1• � w-. '3 . z t0 -3 -i• .A �� o?QM xM �A '+ p o =. 0 = 9 to -F •7 3 p O p -t p CL 0 N 7 O M f0 00 3 -T1 M 0 D O 8 g' .p t0 0 a 7n 0 0 -A 3 p 3 t O' O 3 :E C to N N © r M Q can a' y 'Zr A M T C f 3 0 -+ IO = -+ 'O 0 A -h t3I u0 a a M 3' N❑ n INIT, DATE 0 Original issue for Engineer Review KWW 7/26/2007 1 Issue for AHJ review KWW 8/6/2007 fTl � 1 t� o. � co �G DRAWN BY: CAD CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted PROJECT: BYUI 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Floor Plan Mezz North 0g s3ocow c'oN u 1 z 'C7 to t0 C I-M c x -- 3 (0 � r =r W C p to O O - to CL 0 t0 n p N - (A to 0 en + _ p 0 - + _ X -+ A O O z ' H Q Q x -0 "t' Cr -f' c' = O cA 5 - t0 X fl 8.3 3 � 3 to .3 -} a { C cH C p 0 p C � Q - n: 0 9 ? O . f p` r3M� 0 a t0 O S-h = - 0 3 = l0 M <a iH + C ' 3 l�D (� n i o ..F O c y n Q g A a o t0 ac�o s , S 3 p 3 ? t0 8 m -n � !••.` � l0` tQ D 3 A A 3 ? p 0 ',Q S O A -3 O < M A to p = y a o Za p �. N S - n =4 S c� Dy o a 't' '3 V �o O K _. c-'-0. N 3 n P - l0 to N t� ttA y n 3 �o�A - o 0 o 0 ON O O y 1 3 H t „ O `i O -03i• Q S � �-1• -3 IIA '? o c n ' 3 -n °. =r � S t0 � t0 :�3®�'v • a �ro o � y Ge nc;r al oMin FIRE & SECURITY, INC. 9 1! �� 60331N. FRANKLIN co !Eg E. ;s: BOISE, ID 83709 ° a " " (208) 367 -9100 a z a 0 0 0 0 0 0 0 < a p o p y a< C m A 7 to 3 ' y < a s s - n 'ii > ,c o p a' - `° o o- a c s t0 co � .0 co - n C M ° n fin co �° co 0 I'o Q a 3 - c M O Md "* -s Q. 0 M t0 N D O O C7 (A n gyp" :+ O 'II FA o m 3 -3To - �, ,°3 s o' N O h Q (CAA :' y n n A .t] O t0 Q '3 ^' ? Z p A S l0 t0 Q N 'III Q A Q 00 'II O `71 Cr M A iti 0 - M n 0 - 0 L o D A o. c 3 co c - p Ai � tT --h cr v . 3 0 11 f0 -0 o + h 3 .0 IO 3 t0 0 t0 a p= p d= fl i Q 0. o — � - a13 3 c0 z * to G)o .pti o 0 ^ W c 0 I <. Q o ti 3 a o p s _ "+ t0 .j t0 Z C3 CL t0 0 S? A N '� "} A -�+ p t '� 0 N M T y0 �'a O -f o d S eo - ' S a --3 D t0 -4 = f c' Q t0 -f 0 -+± to fl v�co N+ 3 M�tO° A= c as N G C)1 C '+ f0 3 PA %4 M co -1• � w-. '3 . z t0 -3 -i• .A �� o?QM xM �A '+ p o =. 0 = 9 to -F •7 3 p O p -t p CL 0 N 7 O M f0 00 3 -T1 M 0 D O 8 g' .p t0 0 a 7n 0 0 -A 3 p 3 t O' O 3 :E C to N N © r M Q can a' y 'Zr A M T C f 3 0 -+ IO = -+ 'O 0 A -h t3I u0 a a M 3' N❑ REVISION INIT, DATE 0 Original issue for Engineer Review KWW 7/26/2007 1 Issue for AHJ review KWW 8/6/2007 M co do c do aaaaaaaa .p. W N =3 * :3 aaaaaaaa E EF 3-3- 3 3nnnnn 3333333 MMMMMMVr') 0 Vi* 0 + M < 0 0 0 0 0 0 Z 0 0 < M 0 < (1) z 0 + 4- No a G 8 0 0 G 8 G M 0 0 "S CL gr M " a M m -+ -1 = 9 0 5 � 9 � 1 = 1 10, ( 0 , M _ 7 n o = M cr H 7 - X + M - 'M La a- M Q. M M M 0 M 0 m to Q a- ' I CL =� :2 ' n O n G. (A 'M R E; - = + r -, 0 !. R, - M , M I M 0 C CL M M n o 0.0 n C o 0 0 M = C L - 0 c Et ' . cr -1 a - 1 M , 0 E U) a 0 c - c 04 — 0 - CL C7 -0 = 0 0 M M M = 1 - < -0+ + M 0 -0 = 3 0 * + X" CL -0 X- - 3 * c 4 � r - 1E Cs- -034 c LA. Eg. 0 -0, -.% —, 0 =- gL % j -+ " 0 0 = 0 0 to 0 -, -1 0 -1 - 8 0 CL 0- M 9- i , c 0 - 4 a 3 rA 0 0 - C - a M CL M - o g 0 �1 0 M 0 cr c -0 0 0 0 z OD zt :E + c Or M o ' clo 1 0 0 , < 0 3 F LA. < IE - 3 M ::t r, 0 0 a io M -n 0 -0 C -n R- 10 1 - 0 + 0 0 CL co 0 -1. 0 3 L to 0 < < -1 A A > Z CL L 0 Z a = 1 t 3 - 0 + IS (n f4 ti = < CL M tO 0 CL c 5 g 20 - 3 -+ 0 ft M a . 0 1 -14+ M =r 0 0 L m M =r CL -4, 0 -0 CL 0 LO M 0 M C 2 - * < -+ 0 :E E; -. - < < =r =r M 4 cr =r W M %0 - 3 M -M , , 10 . n. M o - - - p - cr . 0 a 5 -< - TI m -1 o — :3 M -� z -r E fo < - = 0 -3 M (A S M z < CL 0 n n n 1 - z 0 0 0 M 2 X 0 -n 0 m 2 1A = CL jE I Q C7 0 L 0 M CL a- cL z m 0 CL r- 0 = 0 La -+ - 0 3 Q- -n -3 r 0 00 M M 0 CL cr tz M La M 0 2 0 X . M 0 0 0 r- a M 0 0 0. -+ + CL r - 3 - 0 c 0--u n = -1 - 0 ' n - 0 c + c — — + 0 X 0 M 0 0 '1 - -r C7 0 9 to Q cr 0 (A Z 0 14 * (A M a- -11, q -+ 4 0 m cL M 0 1E =r -3 M -3 to 0 -3 0 2 M n U;- 0 rA 0 — 3 - 3 - 3 • CL -0 ft n i; — 0 0 — 0 0 (A -3 0 - (A (A 8 -< (A — M = n - h = 0 < 0 (A CL •- 0 0 0- CL =� a 2 . --+� a 0 o 0 M 0 - 0 < a- a 0 0 cr -1 m - -3 --Q m M Q- Z M 0 0 M -3 cr r 0 a -3 11 -0 CL E 0 0 (A 0 0 to r 0 -0 =r 4 CL y 0- ul < =r -0+ 0 (4 LM -+ 0 Z. =LO -p _+ M a - 0 -*% 6- CL -03 0 0 =r tM 0 pr 79 M 0 -3 — * -0 -3 + c 0 0-0 0 0- M c 3 0 -+ r -0 a (A + 3 M - O- L 0 r -+0 -3 =r (A Z M =r 0 LO -3 (A 'A CA =r W 2 M 0 M r IN M < 0 DRAWN BY: CAI) CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted o a o CA' v !71 Ut 0 I 3 cl = a M S7 < 0 - e. H r l M + C m -n - - - 3 1- 0 ' . 0 0 7K -+ 3 F .0. MC M 3 -,+ C ;7 - 0 + 0 (A M e. A t O r c L e. 0 m c 0 m -+ -f- n C " A M UZ M M -0 3 - 0 4 - - 0 - 0 W c 2 e M M M + a (A 0 = - 0 + 0. M K 0 M - M tA M X a = - M 0 -.h 0 t4 -3 = Q M -+ ! M c it — M < Z g� : t 0 — >1 a a r , - =- M c, -a tB to 0 0 -+ M a- jz = = (A J X -+ 0 0 0 M ::r M -4 M tr X M :r CLI r4,.) -3 X M cr M (A - - 3 :r 0 M M M -+ M rA 3 M 0 LA 0- M 0 0 ="Lo — 0 Q (A M CL 0 "a ZA — 0 0 Z 0 -1. M 4A : �4 (A 7 0 M p (A c 3 CL -< M 3 :-3+ M (A 0-1 ;n 0 M , X 0 -3 3 :4 M 0 CL M -3 M c: M 0 -0 M M , -+ -+ -+ z M -+ < M - to 0 M M CL 0 X -+ c -3- -+ -1"0 0 CL - 1 --h U3 cl� (A 0 0 0 0 -+ 9 -+ 2 (A -+ -+ M n -3` :r CL 0 3 (4 LA — a g M 0- -4 M C M M U1 :r CL 3 M cr cr -+ r\) M =r 0 (A M Lr �-4 M M 0 CL 0 0% -+ . -+ - 3 a 2 0 W to M M < La :2. M W 0 (A CA iv m X M g 2. (A 0 M M Ln 0 0 M 0 n PA CL < M 0 FA 0 M < 3 -3 3 0 (A + M ; CA :+ 0 M M M 0 M 3 0 M X + 3 - y +, ( AO 0 :+ 2 ;r + - s t ' � m 0 ::r 0 M CL 3 M 0 3 - 3 0 cr + 0 0 CL Vj M =r 3 0 M 0 PROJECT: 6YUI 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Floor Plan Mezz South 2 4 .-7: 0 . e d v General !k 1 2 FIRE & SECURITY, INC. 1:11 A p% > 6033 W. FrxNKLIN 8, V,01 BOISE, ID 83709 (208) 367-9100 & (�) 8 (9 :2W. 9'117r7 M I' 2 0 -4- ' X A - n : M ; > g 3 C 0 -� r C : - F7 5 . 0- x F.,o m -n r'-A -0 6r- CC) n s3 C C o - n c z M -n 0 , 0 0(0-, > F -+,3 La - 5 3 - 0 + UM + 0 0 CL 0 DRAWN BY: CAI) CHECKED BY: Ken Webster DATE: 7/17/2007 SCALE: As Noted o a o CA' v !71 Ut 0 I 3 cl = a M S7 < 0 - e. H r l M + C m -n - - - 3 1- 0 ' . 0 0 7K -+ 3 F .0. MC M 3 -,+ C ;7 - 0 + 0 (A M e. A t O r c L e. 0 m c 0 m -+ -f- n C " A M UZ M M -0 3 - 0 4 - - 0 - 0 W c 2 e M M M + a (A 0 = - 0 + 0. M K 0 M - M tA M X a = - M 0 -.h 0 t4 -3 = Q M -+ ! M c it — M < Z g� : t 0 — >1 a a r , - =- M c, -a tB to 0 0 -+ M a- jz = = (A J X -+ 0 0 0 M ::r M -4 M tr X M :r CLI r4,.) -3 X M cr M (A - - 3 :r 0 M M M -+ M rA 3 M 0 LA 0- M 0 0 ="Lo — 0 Q (A M CL 0 "a ZA — 0 0 Z 0 -1. M 4A : �4 (A 7 0 M p (A c 3 CL -< M 3 :-3+ M (A 0-1 ;n 0 M , X 0 -3 3 :4 M 0 CL M -3 M c: M 0 -0 M M , -+ -+ -+ z M -+ < M - to 0 M M CL 0 X -+ c -3- -+ -1"0 0 CL - 1 --h U3 cl� (A 0 0 0 0 -+ 9 -+ 2 (A -+ -+ M n -3` :r CL 0 3 (4 LA — a g M 0- -4 M C M M U1 :r CL 3 M cr cr -+ r\) M =r 0 (A M Lr �-4 M M 0 CL 0 0% -+ . -+ - 3 a 2 0 W to M M < La :2. M W 0 (A CA iv m X M g 2. (A 0 M M Ln 0 0 M 0 n PA CL < M 0 FA 0 M < 3 -3 3 0 (A + M ; CA :+ 0 M M M 0 M 3 0 M X + 3 - y +, ( AO 0 :+ 2 ;r + - s t ' � m 0 ::r 0 M CL 3 M 0 3 - 3 0 cr + 0 0 CL Vj M =r 3 0 M 0 PROJECT: 6YUI 8th Stake Center 389 Mariah Ave Rexburg, ID DRAWING TITLE: Fire Alarm Floor Plan Mezz South 2 4 .-7: 0 . e d v General !k 1 2 FIRE & SECURITY, INC. 1:11 A p% > 6033 W. FrxNKLIN 8, V,01 BOISE, ID 83709 (208) 367-9100 & (�) 8 (9 G 0 - 0 1 5 I' 2 0 -4- ' X A - n : M ; > g 3 C 0 -� r C : - c 0 LA. 5 . 0- x F.,o m -n r'-A -0 6r- F 2- m n s3 - n c z M -n 0 , 0 0(0-, > F -+,3 La - 5 3 - 0 + + 0 0 CL 0 2 0 0 (A 0 c 0 -3 X = 0 : i�-- -3 z * :r 'a- M -3 -4 c) 0 0 (A M a "0 -3 o z r A - ( < 3 0 0 "3 M -4 • ti (A M = o -n a_ M M CL - 0 0 --. ZS 0 3 (-% M :E 0 -+1 0 M :3 to 0 :3 -+ n M -3 -3 M (rj t 0 + ( r%) :E (A 0' (A CL M CL (A -0 E C) 0 . :5 M to :r 0 L 1 9 1 -+ M M 3 3 c 0 (A . M C) -Ah < 0 0 - 3 (A 0 M = M :5. 0 X n - 0 C M - 0 :3 n M "a M 3 + 0 M x 0 0 CL 0 X M M x -3 -+ "11 -h -h -h (A cr < 0 0 = 0 --r -+, gym X 0 C - a. US : 3. -< --+, M M M cr 0 0 CL to 0 < o M to + :3 X -3 0. m pg ::r 0 0 -3 M 0 M + -0-0 M r -+ -r M La - ::r 3 a M + m 0 r- -3 a (A PA PA - :3 M (A -+ p A M — — M - 3 a r 0 a Q M 0 cr cr to -+ M 42.3 = ( cr ZZ + Q + Q M a 0 cr a w = X F+ M 0 M < (A -n — :y 0 = 0 (A " M 00 :3 M cr - n M 0 c M OD Q -n 4 * = M -4 LO CL N < cr 0 M - n g (,n M 0 -+ = M :r M M (ri o :3 7n (tj _-r M N D- LO cr M :3 X ILA tO M 0% - - Z M f; 0 a 0 + M = > F -+ -"r M �3' 9 N 0. HIN REVIST INIT, DATE 0 Original issue for Engineer Review KWW 7/26/2007 1 Issue for AHJ review KWW 8/6/2007