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HomeMy WebLinkAboutPLANS - 09-00131 - BYUI 4th Stake Center - Addition5YMBOL5 LEGEND: STRUCT. CONCRETE LT. WT. CONCRETE PLYWOOD DIMEN510N LUMBER ® CONCRETE MA50NRY UNIT WOOD BLOCKING ® BATT INSULATION ® METAL ® FIN15H WOOD Ll 1 1.11111 RIGID INSULATION =. DETAIL NUMBER A5 SHEET NUMBER 14 KEYED NOTE # DETAIL KEY DRAWING KEYED NOTE 5YMBOL ® ELEVATION ff G /Al2 SHEET NUMBER EXTERIOR ELEVATION O G WINDOW TYPE WINDOW SYMB Q ELEVATION $ - 7 /A8 SHEET NUMBER INTERIOR ELE VATION SECTION LETTER B /A7 SHEET NUMBER BUILDING 5EGT 4/A7 SECTION NUMBER SHEET NUMBER WALL SECTION 20 DOOR NUMBER DOOR SYMB O - WALL TYPE INTERIOR WALL TYPE INt7F.X TO DRAANGS T1 TITLE, DRAWING INDEX, SYMBOLS AND ABBREVIATIONS 5D1 51TE PLAN AND DETAILS L1.1 LANDSCAPE PLANTING PLAIN L1.2 SPRINKLER IRRIGATION PLAN Al DEMOLITION PLAN AND FLOOR PLAN A2 REFLECTED CEILING PLAN AND ROOF PLAN A5 EXTERIOR ELEVATION5 AND BUILDING 5ECTION5 A4 WALL SECTION, WALL TYPES AND DETAILS A5 DOOR SCHEDULE, DOOR 4 WINDOW TYPES AND DETAILS A6 FINISH SCHEDULE, INTERIOR ELEVATION5 AND DETAILS A7 ROOF DETAIL5 50 GENERAL NOTES - 5TRUCTURAL 51 FOOTING 4 FOUNDATION AND DETAILS 52 ROOF FRAMING PLANS AND DETAILS M1.1 MECHANICAL FLOOR PLANS AND 5ECTION5 M2.1 MECHANICAL DETAILS M2.2 MECHANICAL 5CHEDULE5 AND DETAIL5 M5.1 ATC WIRING DIAGRAM5 E1 ELECTRICAL DEMO PLAN, 5CHEDULE5, DETAILS 4 NOTES E2 MAIN FLOOR PLAN - ELECTRICAL A1515REV IATIONS FE FIRE EXTINQUISHER PART BD PARTICLE BOARD FF FINISH FLOOR PERM PERMANENT AB ANCHOR BOLT FO FIN15H GRADE PERP PERPENDICULAR AC AIR CONDITIONING FHMS FLAT HEAD MACHINE SCREW PG PORTLAND CEMENT ACT ACOUSTICAL CEILING TILE FIN FINISH PL PLATE ACOU5 ACOUSTICAL FLR FLOOR (INS) PLAM PLASTIC LAMINATE ADH ADHE5IVE FLUOR FLUORESCENT PLA5 PLASTIC ADJ ADJUSTABLE FOG FACE OF CONCRETE PLBG PLUMBING AFF ABOVE FIN15H FLOOR FOM FACE OF MASONRY PLTD PLATED AFG ABOVE FIN15H GRADE FOS FACE OF STUD5 PLYWD PLYWOOD AFS ABOVE FINISH SLAB F5TNR FASTENER PNL PANEL ALT ALTERNATE FT FOOT PVG PAVING AL ALUMINUM FTG FOOTING PWR POWER ARCH ARCHITECTURAL FURR FURRING QT QUARRY TILE A5PH ASPHALT GA GAGE R RADIUS BD BOARD GALV GALVANIZED RA RETURN AIR BEV BEVEL GI GALVANIZED IRON RAD RADIUS BLDG BUILDING GEN GENERATOR RCP REFLECTED CEILING PLAN BLK BLOCK GENL GENERAL RD ROOF DRAIN BLKG BLOCKING GL SLA55 RDL ROOF DRAIN LEADER 3M BENCH MARK, BEAM GLU -LAM GLUE LAMINATED REF REFERENCE BOT BOTTOM GR GRADE REINF REINFORCEMENT 5RG BEARING GYP GYPSUM REQ'D REQUIRED 5RK BRICK GYP BD GYPSUM BOARD RFG ROOFING 35MT BASEMENT H PLAM HIGH PRE55URE PLASTIC LAMINATE RH RIGHT HAND BUR BUILT -UP ROOF H/C HANDICAPPED RIM ROOM - ./C CENTER TO CENTER HB HOSE BIBS RO ROUGH OPENING LAB CABINET HC HOLLOW CORE RT RIGHT BEM CEMENT HD HEAD RV ROOF VENT LS CORNER GUARD HDBD HARD BOARD 55 SPLASH BLOCK :,I CAST IRON HIDR HEADER 5C SOLID GORE :,J CONTROL JOINT HDWD HARDWOOD 5CHED SCHEDULE :.L CENTER LINE HST HEIGHT 5D 5TORM DRAIN :,LG CEILING HM HOLLOW METAL SECT SECTION : LR CLEAR HNIDRL HANDRAIL 5HT SHEET :,MU CONCRETE MA50NRY UNIT HORIZ HORIZONTAL 51-17-40 SHEATHING :MP CORRUGATED METAL PIPE HP HIGH PRESSURE SIM 51MILAR : CORNER HR HOUR SPEC SPECIFICATIONS :NTR COUNTER HVAC HEATING, VENTING ff AIR CONDITIONING 5Q SQUARE :0 GLEAN OUT ID INSIDE DIMEN5ION SAN SANITARY SEWER COL COLUMN INSUL INSULATION 55 STAINLE55 STEEL GONG CONCRETE INT INTERIOR STAG STAGGERED CONN CONNECTION INV INVERT 5TID STANDARD CONST CONSTRUCTION J5T JOIST 5TL STEEL CONT CONTINUOUS JT JOINT 5TRUCT STRUCTURAL CONTR CONTRACT (OR) L LEFT SUPPL SUPPLEMENT (AL) :5K COUNTERSINK LAM LAMINATED 5U5P 5U51`:ENDED :5WK CASEWORK LAV LAVATORY SY5 SYSTEM :T CERAMIC TILE LH LEFT HAND T &B TOP B BOTTOM 7EMO DEMOLITION LOG LOCATION T &G TONGUE s GROOVE 7TL DETAIL LP LOW PRE55URE TB TOP OF BEAM �F DRINKING FOUNTAIN LRG LARGE TG TOP OF CONCRETE )IA DIAMETER LT LIGHT TEMP TEMPERATURE AIM DIMENSION LTG LIGHTING TF TOP OF FOOTING )N DOWN LVR LOUVER THK THICK (NESS) �R DOOR MA5 MA50NRY TJ TOP OF JOIST SRN DRAIN MAX MAXIMUM TO TOP OF �5 DOWN SPOUT MB MODIFIED BITUMEN TR TOILET ROOM DWG DRAWING MECH MECHANICAL T5L TOP OF SLAB �WR DRAWER MED MEDIUM T5 TOP OF STEEL A EACH MEMB MEMBRANE TOP TOP OF PAVEMENT F EXHAUST FAN MTL METAL T05 TOP OF 51DEWALK IF5 EXT. IN5UL. k FIN. 5Y5TEM MFR MANUFACTURER TOW TOP OF WALL LAST ELA5TOMERIC MH MANHOLE TYP TYPICAL LEG ELECTRICAL MIN MINIMUM UON UNLE55 OTHERWI5E NOTED L ELEVATION M15G MISCELLANEOUS VGT VINYL COMPOSITION TILE LEV ELEVATOR MK MARK VERT VERTICAL MER EMERGENCY MO MA50NRY OPENING VT VINYL TILE NCL ENCLOSURE MTD MOUNTED VTR VENT THRU ROOF QUIP EQUIPMENT NA NOT APPLICABLE W WA5TE N(:- ELECTRIC WATER COOLER NIC NOT IN CONTRACT u)/ WITH XH EXHAUST NO NUMBER u) /0 WITHOUT :) EXISTING NOM NOMINAL WC WATER CLOSET X15T EXISTING NT5 NOT TO SCALE WD WOOD XP EXPANSION 0 ON CENTER WDW WINDOW >CP BT EXPANSION BOLT OD OUTSIDE DIAMETER WR WATER RESISTANT J EXPANSION JOINT OFGI OWNER FURNISHED, CONTRACTOR INSTALLED W5CT WAINSCOT ><T EXTERIOR OFOI OWNER FURNISHED, OWNER INSTALLED AT WEIGHT 4 FIRE ALARM, FRESH AIR OPNG OPENING WWF WELDED WIRE FABRIC 7 FLOOR DRAIN OFF OPP051TE YD YARD XBURG, IDAHO SECOND SOUTH I 46 0 eu D - C 0 0 I THIRD w w 0 O GDRIVERIVE (FO HO 3 Ov 0 0 s� 0 WEST CAMPUS DRIVE OD 0 z ' a w FIFTH SOUTH U Lu W 0 Z 0 U Lu w w w it e1 -1 CAMPUS PLAN w Z a v 04 EE SAGE STREET 2 1 r� L. I I_ W w w W z U SEVENTH SOUTH O C C � `i W � W � L J W Z r _ L I V I -�I THIRD SOUTH L 0 0 0 W z 0 VIKING E (FOURTH SOUTH) � D �a � C .Q c�S C N Q W 0 Z D °D ° U) 0 Q:G � NORTH BYU -IDAHO REXBURG, IDAHO 1. JACOB SPORT BUILDING 3. OSCAR A. KIRKHAM BUILDING 4. DAVID O. McKAY LIBRARY WEST WING 4A. DAVID O. McKAY LABRARY EAST WING 5. GEORGE S. ROMNEY BUILDING 6. JOHN L. CLARKE BUILDING 7. HYRUM MANWARING STUDENT CENTER 8. JOSEPH FIELDING SMITH BUILDING 9. JOHN W. HART PHYSICAL EDUCATION BLDG. 10. MARK AUSTIN TECH. /ENGINEERING BUILDING 11. EZRA TAFT BENSON AGRICULTURAL & BIOLOGICAL SCIENCES BLDG. 12. ELIZA R. SNOW PERFORMING ARTS CENTER 13. AGRICULTURE ENGINEERING BUILDING 15. JOHN TAYLOR HUMANITIES & RELIGION BLDG. 16, SPENCER W. KIMBALL STUDENT & ADMINISTRATIVE SERVICES BUILDING 17. RADIO & GRAPHIC SERVICES BUILDING 19. GORDON B. HINCKLEY BUILDING 20. STUDENT HEALTH & COUNSELING CENTER 21. THOMAS E. RICKS BUILDING 31. WOMEN'S DORM 1- VIRGINIA H. PERKINS HALL 32. WOMEN'S DORM 2 -ANNIE S. KERR HALL 33. WOMEN'S DORM 3 -SARAH ANN BARNES HALL 34. WOMEN'S DORM 4 -EDNA I. RICKS HALL 35. WOMEN'S DORM 5 -HELEN LAMPRECHT HALL 36. WOMEN'S DORM 6 -VERLA J. CHAPMAN HALL 45. WILLIAM F. RIGBY HALL - FACULTY OFFICES 46. MEN'S DORM - LOWELL G. BIDDULPH HALL 61. CONSTRUCTION MANAGEMENT BUILDING 70. STADIUM 81. HEATING PLANT 82. PHYSICAL FACILITIES OFFICE BUILDING 83. PHYSICAL FACILITIES SHOP BUILDING 90. AUXILIARY SERVICES BUILDING 121. SOUTH INTRAMURAL PLAYFIELD 122. SOUTHWEST INTRAMURAL PLAYFIELD 126. BASEBALL FIELD 127. TENNIS COURT #1 128. TENNIS COURT #2 135. THOMAS E. RICKS GARDENS 138. MARRIED STUDENT STAKE CENTER 143. FOOTBALL FIELD &TRACK 145. STADIUM SOUTH PARKING LOT 146. STADIUM NORTH PARKING LOT 147. SNOW PARKING LOT 148. CLARKE PARKING LOT 149. MANWARING WEST PARKING LOT 150. MANWARING EAST PARKING LOT 151. PIONEER PARKING LOT 152. ENSIGN PARKING LOT 153. TAYLOR PARKING LOT 154. KIMBALL PARKING LOT 155. THIRD SOUTH PARKING LOT 156. BASEBALL FIELD PARKING LOT 157. KIRKHAM PARKING LOT 158. HINCKLEY PARKING LOT 159. RICKS PARKING LOT 160. SECOND EAST PARKING LOT 161. AG. ENGINEERING PARKING LOT 162. AUXILIARY SERVICES PARKING LOT 163. BENSON PARKING LOT 164. HEAT PLANT DRIVEWAY 165. PHYSICAL FACILITIES PARKING LOT 166. AUSTIN PARKING LOT 167. MEN'S DORMS DRIVEWAY 168. UNIVERSITY VILLAGE PARKING LOT 169. STAKE CENTER PARKING LOT 170. HART SOUTHWEST PARKING LOT 171. PHYSICAL FACILITIES PARKING COMPOUND 172. SPORI /CLARKE / KIRKHAM DRIVEWAY 173. LIBRARY PARKING LOT 174. HEALTH CENTER PARKING LOT 175. TEMPLE PARKING LOT. 176. PLAYFIELDS PARKING LOT 177. AUSTIN PARKING COMPOUND 179. SMITH PARKING LOT 180. SEVENTH SOUTH PARKING LOT E ,R AP P & " City Of Rexburg w,?. .J LICENSED ARCHITECT AR • 1627 RANDY K. HAYES STATE OF IDAHO w O; U W Q W ti C J M W OC M N O O � N Q O a • • ono, ANNE ►25 • I a w A O z O �x AA A � �c H a O x A W A zz za A a� zz o� N �a �o as � w� H H REVISIONS: DATE: APRIL 09 DRAWING NO. T1 1 of 20 FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt SEVENTH SOUTH e a 5 H Z O U w Y H v m m 0 J M 00 0 - 7 th _ SO U TH ST _ 9E MT SITE LAYOUT PLAN 1" = 30' -0" GE NOTES (TH15 DRAWING ONLY) A. RETAIN 8 PROTECT EXISTING 51TE FIXTURE5, PLANTIN05 AND APPURTENANCE5 THAT ARE TO REMAIN KEYED NOTE5: (THIS DRAWING ONLY) PROTECT EXI5TIN0 CURB, GUTTER $ 5117EWALK FROM DAMAGE DURING GON5TRUCTION 2� 51TE LIGHT TO REMAIN - PROTECT DURING CON5T. PRO\/IDE TEMPORARY FENCINO $ GATE A5 REQUIRED FOR CONTRACTOR 5ECURITY j •. -v `L! = Via' — • r w' CONCRETE FNL,)N. 0, O� 2 RETAINING? ^ALL LICENSED ARCHITECT AR • 1617 RANDY K. HAYES STATE OF IDAHO w • U Viz¢ w z w Q O � M w 0 O N U � M x O N O L¢ N � O a 1 . • ►i "W■ =1 �.El W A O z O �x A A A N L/1 x A a F w A A z z a a w H REVISIONS: DATE: APRIL 09 JOB NO. 0813.00 SDI 2 of 20 FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt I GI�L�" �I I G 1 Sp i 1/5° = 1' -0° NORTH 8' -0" TREE STAKES SET TOP OF ROOT BALL 2 ABOVE FINISH GRADE AMENDED BACKFILL— FINISH GRADE --- REMOVE TOP 1/3 --Z-44 OF WIRE BASKET ji AND BURLAP ROUGHEN SIDES AND BOTTOM OF HOLE ROOT BALL UNDISTURBED SOIL AUGER AN 8" HOLE 6' DEEP OR THROUGH THE HARD PAN. (BACKFILL WITH AMENDED SOIL) (2) TREE TIES TREE STAKES TREE DETAIL TREE BASE PROTECTION 2' MIN. MULCH 2' MOUND FERTILIZER TABLETS =Iii Z b i io PLANT PIT WITH ANGLED SIDES AND SLOPED BOTTOM MAXIMUM SPREAD MINIMUM SPREAD TYPICAL MEASUREMENT FOR U —B-LJ PROSTATE TYPE PLANTS NOT TO SCALE 3" MIN. MULCH Z U �y'E SET TOP OF ROOT BALL FINISH GRADE —: .�"� r�1" ABOVE FINISH GRADE AMENDE \ \� �1Ygg �a���.1� air BACKFILL A \ \�A \ \: �� " Al •. ­ c , �\11� ......��ll� \ \V��11C D SID UNDISTURBED SOIL—:)—,I . ... .. @ PLANTING DETAIL NOT TO SCALE SOD ---- \ ,i►- Um AMENDED SOIL TREES Bristlecone Pine SHRUBS Mentor Barberry Blue Mist WEAVER & ASSOCIATES PA LANDSCAPE ARCHITECTURE LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208) 529 -9504 ST Common Name Size is iensis talo' impacta' Emerald Gaiety' nthony Waterer' old Flame' 1 Variegated Tatarian Dogwood Dwarf Winged Euonymus Emerald Gaiety Euonymus Purple Sand Cherry Anthony Waterer Spiraea Gold Flame Spiraea NOTES: T-4'24" B &B 5 gal. 18 -24" 5 gal. 12 -18" 5 gal. 18 -24" 5 gal. 18 -24" 5 gal. 18 -24" 5 gal. 18 -24" 5 gal. 12 -18" 5 gal. 12 -18" Repair damage to existing lawn caused by demolition or construction. Use new topsoil and new sodded lawn to repair damage. 2. Repair damage to existing plantings and bark caused by demolition or construction. Use new plantings which match existing to repair damage. Size as follows: Shrubs: 5 gallon, deciduous trees: 3" caliper, evergreen trees: 14' high. Repair bark by installing new bark to match existing. 3. See site, mechanical, electrical and sprinkler plans for information about other work. COPYRIGHT WEAVER & ASSOCIATES PA. DESIGN AND DRAWINGS NOT TO BE REUSED WITHOUT WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA. THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF THE ARCHITECT NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT. LEGEND I I minimum area of 5" new topsoil and new sodded lawn. O Existing shrubs to remain C/1 00 P64 O � � • U H xU °z¢ W V1 z W ti Q N a M W °° H O M N (j CC z�o �n Q N U O 1' I W A O w a z 0 � A A x � H a O x A REVISIONS: 3 i r E Q N 0 C 0 0 0 CURB, MOW STRIP, OR SIDEWALK ( Dp- SOD I STALLATI ON i r ; . r L f- i Y� -t �4[r 2 x ROOTBAIL LANDSCAPE PLANTING PLAN SCALE: 1" = 20' -0" c W-A qr j� DATE: DRAWING NO. APRIL 09 L1.1 JOB NO. 0813.00 OF _ FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 3/30/2009 DRAWN BY: Matt AVERAGE SPREAD I- Z9 iH (3KADt 2" SAND OR ROCK FREE SOIL AROUND PVC PIPE PVC MAINLINE, ATTACH CONTROL WIRING TO SIDE OF MAINLINE. TRENCH DETAIL PVC PIPE, TYP A NOT TO SCALE LOCATE HEADS NO CLOSER THAN 12" FROM BUILDING OR WALL 1" TO 3" CLEARANCE CONC WALK, CURB 1/2" BELOW OR MOW STRIP, OR EDGE -- OTHER BOUNDARY POP -UP SPRAY HEAD SPRAY HEAD DETAIL, TYP STREET ELL FLEXIBLE RISER ELL FLEXIBLE RISER LATERAL LINE NOT TO SCALE LOCATE HEADS NO CLOSER THAN 12" FROM BUILDING OR WALL 1/2" BELOW EDGE 3" CLEARANCE — CONC WALK, CURB OR MOW STRIP, OR OTHER BOUNDARY 12 "POP -UP SPRAY HEAD LATERAL LINE FLEXIBLE RISER STREET ELL NOT TO SCALE ) 0 AW Repair damage to existing lawns caused by construction. Use new topsoil and new sodded lawn to repair damage. Repair damage to plantings and bark areas caused by construction. Add new bark chips as required to match existing bark. Repair damage to existing sprinkler system caused by construction. Use new materials which match existing to repair damage.. New sprinkler system shall operate together with existing sprinkler system to provide full coverage to landscape areas shown. Use insert fittings for polyethylene pipe. See site, landscape, mechanical and electrical plans for information about other work. Install new control wiring which is not taped to new mainline in poly pipe conduit buried 12" deep, minimum. All splices shall be visible within a valve box. Field verify location of existing heads and lines. Revise connection locations and size of new lines as required. LEGEND WEAVER & ASSOCIATES PA LANDSCAPE ARCHITECTURE LAND PLANNING 1605 SOUTH WOODRUFF AVENUE IDAHO FALLS, IDAHO 83404 (208) 529 -9504 COPYRIGHT WEAVER & ASSOCIATES PA. DESIGN AND DRAWINGS NOT TO BE REUSED WITHOUT WRITTEN PERMISSION OF WEAVER & ASSOCIATES PA. THE PROFESSIONAL SERVICES OF WEAVER & ASSOCIATES PA ARE UNDERTAKEN FOR AND ARE PERFORMED IN THE INTEREST OF THE ARCHITECT NO CONTRACTUAL OBLIGATION IS ASSUMED BY WEAVER & ASSOCIATES PA FOR THE BENEFIT OF ANY OTHER PERSON INVOLVED IN THE PROJECT. O EXISTING STOP VALVE AND BACKFLOW PREVENTER ® EXISTING CONTROLLER EXISTING CONTROL VALVE TORO BRASS SERIES VALVE (NOT ALL SHOWN) VERIFY LOCATIONS. PROTECT FROM DAMAGE — — — — — EXISTING MAINLINE: PVC SCHEDULE 40, SIZE 2 ", VERIFY LOCATION – – EXISTING LATERAL LINE: PE -3408, ASTM D2239, 100 PSI, HIGH DENSITY POLY (NOT ALL SHOWN) NEW MAINLINE: PVC SCHEDULE 40, SIZE 3" PROTECT FROM DAMAGE NEW LATERAL LINE: PE -3408, ASTM D2239, 100 PSI, HIGH DENSITY POLYETHYLENE — ► - - -- CONNECT NEW LATERAL LINE TO EXISTING LATERAL LINE O � W H z� W z W ti QO CA M op � O M � � M 000 OW� H �n Q N U a 1 • ■■ I A 0 W O O J A A A� 4 w 0 A A4 Z d� a z 0 h a a w z x a REVISIONS: 3 r Q N i 0 0 0 SPRINKLER IRRIGATION PLAN SCALE: 1" = 20' -0" NORTH NOTES: DATE: DRAWING NO. APRIL 09 L1.2 JOB NO. 0813.00 OF FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 3/30/2009 DRAWN BY: Matt HEAD SYMBOL LEGEND GPM REQUIREMENT KEY HEAD 90 180 270 360 A TORO 570Z COM-1 2P-1 5-PC 0.81 1.50 2.50 ♦ TORO 570Z COM- 12P -12 -PC 0.53 1.05 1.60 2.10 • TORO 570Z COM- 12P -10 -PC 0.25 0.50 0.75 ■ TORO 570Z COM- 12P -4- EST -PC =.5 GPM 4- SST- PC =1.0 GPM TORO 570Z COM- 4P -15 -PC 0.81 1.65 2.50 3.30 O TORO 570Z COM- 4P -12 -PC 0.53 1.05 1.60 2.10 O TORO 570Z COM- 4P -10 -PC 0.37 0.75 1.09 1.51 O � W H z� W z W ti QO CA M op � O M � � M 000 OW� H �n Q N U a 1 • ■■ I A 0 W O O J A A A� 4 w 0 A A4 Z d� a z 0 h a a w z x a REVISIONS: 3 r Q N i 0 0 0 SPRINKLER IRRIGATION PLAN SCALE: 1" = 20' -0" NORTH NOTES: DATE: DRAWING NO. APRIL 09 L1.2 JOB NO. 0813.00 OF FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 3/30/2009 DRAWN BY: Matt m a N rn 0 0 N G 2 - CON5T. we LIMITS H 3 VEST. P S Emw ------------ 3 ----------------------- �y --- -� - � _ � -- -� - - -- �_ - - - - 7k � 3 ROOM 'ROOM 10 WEST R.5. ROOM ' 2 kaP=- 10 CORRIDOR 0 MOTHERS ROOM Q DEMOLITION FLAN 1/5° =1' -0° NORTH GENERAL NOTES (DEMOLITION PLAN ONLY) MECH. MEZZANINE AC / SS W A. REFER TO MECHANICAL 1, FOR MECHANICAL 4 PLUMBING DEMOLITION B. REFER TO ELECTRICAL DRAWIN65 FOR 1-16HTIN6 S ELECTRICAL DEVICES DEMOLITION ROOM 0 CORRIDOR ROOM 0 ROOM 0 �mi it SOUTH CHAPEL KEYED NOTES (DEMOLITION PLAN ONLY) Q NO DEMOLITION WORK TH15 ROOM - RETAIN AND PROTECT DURING CONSTRUCTION �2 REMOVE EXISTING DOOR, FRAME AND HARDWARE AND RETAIN FOR REINSTALLATION REMOVE EX1571NC7 WINDOW UNIT, JAMB FINISHES AND SILL - RETAIN WINDOW5 FOR REINSTALLATION (4 TOTAL) Q 4 REMOVE EX15TINS BRICK VENEER AS REQUIRED FOR NEW ADDITION - RETAIN & PROTECT EXI5TIN6 SHEATHIN6, AIR BARRIER SHEET AND WOOD 5TUI75 Q REMOVE PORTION OF EXISTING EXTERIOR STUD WALL AS REQUIRED FOR CONSTRUCTION - SEE 5TRUCTURAL Q 6 REMOVE PORTION OF EXI5TIN6 INTERIOR PARTITION WALL AS REQUIRED FOR DOOR REINSTALLATION REMOVE PORTION OF EXI5TIN6 MECHANICAL ENCLOSURE AND CONCRETE PAD AS REQUIRED FOR NEW CON5T. - RETAIN $ PROTECT PRECAST CONCRETE GAP FOR REINSTALLATION IN NEW WALL Q EXI5TIN6 MECHANICAL UNIT TO BE RELOCATED - REFER TO MECHANICAL DRAWIN65 REMOVE AND DI5CARID (E) CEILING TILE AS REQ'D TO ALLOW FOR NEW 0ON5T. 10 REMOVE i I715GARD (E) CARPET TO ALLOW FOR NEW HALL WALL - PROTECT ALL OTHER CARPET. GENERAL NOTES (FLOOR PLAN ONLY) A. DIMEN51ON5 ARE TO FACE OF STUD, FACE OF MASONRY OR FACE OF EXI5TIN6 WALL5 UNLESS NOTED OTHER1 B. CONTRACTOR 5HALL PATCH, REPAIR AND REPAINT ALL EXI5TIN6 WALL5 IN ROOMS AFFECTED BY REMODEL G. PROVIDE BACKING FOR SECURE ATTACHMENT OF TOILET ACCESSORIES, CABINETS, 5HELVE5 B ETC. D. OWNER SUPPLIED AND INSTALLED EQUIPMENT INDICATED ON PLANS THUSLY: " " - " " E. ROOM NUMBERS ARE UNIQUE TO TH15 PROJECT AND ARE FOR CONSTRUCTION PURPOSES ONLY F. WALL TYPES ARE NOTED THUSLY: 0--- REFER TO DRAWING A4 FOR WALL TYPE DETAILS a GUST. 22 ROOM m �g I F I TIC SOUTH CHAPEL KEYED NOTES (FLOOR PLAN ONLY) 21 EXISTING SHEAR WALL TO REMAIN - PROTECT DURING CONST. 22 NO WORK REQUIRED TH15 ROOM - PROTECT DURING CON5T. 23 INFILL EXI5TIN6 WINDOW OPENING WITH 2x6 WOOD STUDS AT 16" O.G. AND GYP. BOARD TO MATCH ADJACENT SURFACES SEE INTERIOR ELEVATIONS FOR FIN15H REPAIRS - SEE AL50 DETAIL 2/A4 24 EX15TINO DOOR AND FRAME TO REMAIN - PROTECT DURING CONSTRUCTION 25 10" x 4" THICK CONC. APRON TO MATCH EXI5TIN6. 26 CHALKBOARD/ TACKBOARD TYPE i - SEE - 7/A6. LICENSED ARCHrrECT AR -1627 .c RANDY K. HAYES STATE Of IDAHO I O NE V ■ ■I W A O z 0 �x AA A� �c H a O x A z a x 0 0 a w z a a z 0 H a 0 w A REVISIONS: CU5T. -- -- SAG. 1 PREP. in m d v .► G B /A3 D ° 51' -4" FACE OF BRICK TO FACE OF BRICK) 24' -5" --------- I 0-0 25 --- - - - - -- A - A d I v v I 26 26 26 26 I V 1/A4 s E /A3 I I A I I I E/A3 to I • 0 I CLASSROOM CLASSROOM CLA55ROOM CLA55R OM - I 117 I 116 115 I 114 �...: .' ': ` :: ; ADDITION TO MECHANICAL v I ' ..' ` ` • ENCLOSURE WALL - SEE Q Q I FIN. FLOOR = 100' -0" I: • O N 4 I I : `! . `..:. • SECTION 4/A4 N � I r.. :• 1L I 1 /A6 1/A& v I REV. C 1 /A6 REV, 1/A6 I O O tu .: L = GONG. . _ I .... • 4 STOOP HALL A O 113 4..- - - - - - - -------------------------- 24 O H 24 i I 21 ROOM HALL 10q ROOM ROOM 112 ROOM 22 22 WEST R.S. FIN. FLOOR ROOM = 100' -O" A i � I i I i i i VE5T. EE � 22 I i i i CORRIDOR 22 MECH. MOTHERS MEZZANINE ROOM ACCESS FLOOR PLAN 1/5'' = 1' -0" NORTH DATE: APRIL 09 JOB NO. 0813.00 F � DRAWING NO Al FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt W Q W x ~ � N N • U r/1 W O i � U W Q N W I O NE V ■ ■I W A O z 0 �x AA A� �c H a O x A z a x 0 0 a w z a a z 0 H a 0 w A REVISIONS: CU5T. -- -- SAG. 1 PREP. in m d v .► G B /A3 D ° 51' -4" FACE OF BRICK TO FACE OF BRICK) 24' -5" --------- I 0-0 25 --- - - - - -- A - A d I v v I 26 26 26 26 I V 1/A4 s E /A3 I I A I I I E/A3 to I • 0 I CLASSROOM CLASSROOM CLA55ROOM CLA55R OM - I 117 I 116 115 I 114 �...: .' ': ` :: ; ADDITION TO MECHANICAL v I ' ..' ` ` • ENCLOSURE WALL - SEE Q Q I FIN. FLOOR = 100' -0" I: • O N 4 I I : `! . `..:. • SECTION 4/A4 N � I r.. :• 1L I 1 /A6 1/A& v I REV. C 1 /A6 REV, 1/A6 I O O tu .: L = GONG. . _ I .... • 4 STOOP HALL A O 113 4..- - - - - - - -------------------------- 24 O H 24 i I 21 ROOM HALL 10q ROOM ROOM 112 ROOM 22 22 WEST R.S. FIN. FLOOR ROOM = 100' -O" A i � I i I i i i VE5T. EE � 22 I i i i CORRIDOR 22 MECH. MOTHERS MEZZANINE ROOM ACCESS FLOOR PLAN 1/5'' = 1' -0" NORTH DATE: APRIL 09 JOB NO. 0813.00 F � DRAWING NO Al FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt Q W CIA oc ~ � N N ~- M B OO oc O H � N Q A . I O NE V ■ ■I W A O z 0 �x AA A� �c H a O x A z a x 0 0 a w z a a z 0 H a 0 w A REVISIONS: CU5T. -- -- SAG. 1 PREP. in m d v .► G B /A3 D ° 51' -4" FACE OF BRICK TO FACE OF BRICK) 24' -5" --------- I 0-0 25 --- - - - - -- A - A d I v v I 26 26 26 26 I V 1/A4 s E /A3 I I A I I I E/A3 to I • 0 I CLASSROOM CLASSROOM CLA55ROOM CLA55R OM - I 117 I 116 115 I 114 �...: .' ': ` :: ; ADDITION TO MECHANICAL v I ' ..' ` ` • ENCLOSURE WALL - SEE Q Q I FIN. FLOOR = 100' -0" I: • O N 4 I I : `! . `..:. • SECTION 4/A4 N � I r.. :• 1L I 1 /A6 1/A& v I REV. C 1 /A6 REV, 1/A6 I O O tu .: L = GONG. . _ I .... • 4 STOOP HALL A O 113 4..- - - - - - - -------------------------- 24 O H 24 i I 21 ROOM HALL 10q ROOM ROOM 112 ROOM 22 22 WEST R.S. FIN. FLOOR ROOM = 100' -O" A i � I i I i i i VE5T. EE � 22 I i i i CORRIDOR 22 MECH. MOTHERS MEZZANINE ROOM ACCESS FLOOR PLAN 1/5'' = 1' -0" NORTH DATE: APRIL 09 JOB NO. 0813.00 F � DRAWING NO Al FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt G F G i i 7F11 REFLECTF-17 CEILING PLAN 1/8" = 1' -O" G ENERAL NOTES (REFL. CEILING PLANS ONLY) Af 5f P, R1 R� ROOF FLAN NORTH 1/8" = 1' - °" NORTH KEYED NOTES (REFL. CEILING PLANS ONLY) A. PROTECT EXISTING CEILING AS MECHANICAL 8 ELECTRICAL 41 EXISTING ACOUS. TILE OVER SUSPENDED GYP. BOARD CEILING WORK PROCEDES ABOVE CEILING. TO REMAIN - PROTECT DURING CONSTRUCTION 42 EXISTING HARD CEILING TO REMAIN - PROTECT DURING GONST. 43 NEW 12" x 12" GLUE -UP CEILING TILE ON 5U5PENL7EE.' GYP. BOARD THROUGHOUT NEW ADDITION. 44 PERFORATED METAL SOFFIT PANELS TO MATCH EXISTING - MITER CORNERS TO MATCH EXISTING 45 FRAMED -DOWN CABINET DROP - SEE 2/A6. CEILING SYMBOL LEGEND: fli NEW ACOUS. TILE OVER SUSP. GYP. BD. EXISTING ACOUS. TILE OVER 5U5P. GYP. BD. NEW SURFACE MOUNTED LIGHT FIXTURE EXIST. SURFACE MOUNTED LIGHT FIXTURE ® NEW OR RELOCATED SUPPLY AIR GRILLE NEW OR RELOCATED RETURN AIR GRILLE N EXIST. SUPPLY AIR GRILLE Ej EXIST. RETURN AIR GRILLE O RECESSED LIGHT FIXTURE 8'-O" GEILING HEIGHT GENERAL NOTES: (ROOF PLAN ONLY) A. REMOVE EXISTING ROOFING FROM AREA OF EXISTING ROOF TO ALLOW NEW ADDITION ROOF OVERBUILD TO BE ACCOMPLISHED REFER TO STRUCTURAL DRAWINGS K w • �.\ W V 1 z • U v LLI - LLJ a�U Wiz¢ w On Z Lt] rt O M fit � O M V � M �O z �o N C 1 �■1i ■■■■■■ �■� W A O W 0 H 0 A� A A r h V� n F� W V1 A Z d a a w O O M �1 I �� } A W U W w W REVISIONS: DATE: APRIL 09 JOB NO. 0813.00 OF 20 FILENAME: UPDATE: 1,/30"2009 DRAWN BY: tAa f LICENSED ARCHITECT AR • 1627 a ° RANDY K. HAYES STATE Of IDAHO m z O U w Y H m 0 m uS 0 J M 00 0 ASPHALT 5H IN TO MATCH (E) METAL 5OFF11 AND FASCIA - BRICK VENEEf BRICK QUOIN_ CORNERS - 51 DETAIL 1 /A3 SEGMENTED RETAINING WALL SEE DETAIL 2/5171 EXISTING BUILDING A PARTIAL SOUTH F—L —ELATION AS ETAL SOFFIT �0 FASCIA - TYP. RICK VENEER RICK QUOINS AT p U) CLASSROOM HALL ROOM CORRIDOR ORNERS - 5EE tV ETAIL 1/A3 \ J ' MAINTAIN THERMAL ENVELOPE OF INSULATION A5 NEW JO15T5 ARE INTSTALLED - REPOSITION BATT OMENTED INSULATION - 5EE MECH. I7RAWINO5 ETAININO WALL FOR NEW DUCTWORK IN TH15 AREA. -E DETAIL 2/5D1 P 15UILPING SECTION AS 1/5" = 1' -0" 4517 METAL FASCIA EXISTING BUILDING B PARTIAL YVF.ST ELEVATION F. BUILPINS SFEGTION AS 1/&'' = V-0" NOTE: RETAINING WALLS IN FOREGROUND NOT SHOWN FOR CLARITY W HE V W CULL � 2 � CL1 W ti D O LTA � O M z N Q M O N 0 W � �n N U O I a w A O z O �x AA A � H� O x A Z 0 H V W vtmj .s F W a W O w H w REVISIONS: 1 AS 2 1 1 2 3 INSTALL NEW J015T5 B SHEATHING TH15 AREA ROOF TRUSSES AT 5EE 5TRUGT. I7WO5. 24" O.G. - 5EE 5TRUGT. 2x4 OVERBUILD 5EE 5TRUGT. 12 SPHALT SHINGLES 41/2 � MECH. 7 MATCH (E) MEZZANINE 1 1/2" = V -0" YSI NPC^ FLASH INS PETAILS DATE: APRIL 09 JOB NO. 0813.00 well FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt Co PARTIAL NORTH ELEVATION AS 1 QUOIN PETAIL I • rl `SA a w A O z O �x AA A � H� O x A Z 0 H V W vtmj .s F W a W O w H w REVISIONS: 1 AS 2 1 1 2 3 INSTALL NEW J015T5 B SHEATHING TH15 AREA ROOF TRUSSES AT 5EE 5TRUGT. I7WO5. 24" O.G. - 5EE 5TRUGT. 2x4 OVERBUILD 5EE 5TRUGT. 12 SPHALT SHINGLES 41/2 � MECH. 7 MATCH (E) MEZZANINE 1 1/2" = V -0" YSI NPC^ FLASH INS PETAILS DATE: APRIL 09 JOB NO. 0813.00 well FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt Co PARTIAL NORTH ELEVATION AS 1 QUOIN PETAIL U) z 0 U W Y U) v D m uS 0 J M 00 0 A5PHAL MATCH i UNDERL FASCIA TO MAT PREFINI� FASCIA PERFOR PANELS SOFFIT TO MATS PREFINI`: TO C 10" x ON 4' BA5E R- 38 ROOF INSULATION T.O. PLATE EL.= ±110' -11 1/2" FEILD VERIFY TO MATCH EXISTING IN05 5DARD OF CEILING H T_ OARD :EILING 5DARD R -1 q kT 16" D.G. 1G lCfi•►rM I tTION >WGS. Q 1 ^ALL SECTION 1 1/2" = 1' -0" HALL O TYPICAL INTERIOR PARTITION NDED GYP. BOARD tC0U5T. TILE CEILING OOD 5TUD5 @ 16" O.G. I'PE 'X' GYP. BD. 51 DE5 EXISTING WALL ASSEMBLY ABOVE TAPE $ REPAIR GYP. BD. MATCH TEXTURE TO EXISTING 4 PAINT SHEATHING TO MATCH E:XI5TIN6 THICKNESS 5TUD5 INFILLED AT OPENING AT 16" O.G. FILL WITH SOUND BATTS 5/8" GYP. BOARD TO MATCH EXISTING Sdi 2 X PLATE AT TOP 4 BOTTOM OF OPENING EXISTING WALL A55EMBLY BELOW 2 ^ALL INFILL I:�F-TAIL A-4 5/8" GYP. E VAPOR REl GATT IN5UL, 2x6 WOOD AT 16" O.G. WRAP AIR E OVER (E) A BOTTOM CHORD OF TRUSS O INTERIOR PARTITION YPE 'X' GYP. BD. )TTOM OF TRUSSES NDED GYP. BOARD kCOU57 TILE CEILING OOD 5TUD5 @ 24" O.G. YPE 'X' GYP. BD. 51DE5 5U5PENDED GYP. BD. u)/ ACOU5T. TILE CEILING REMOVE PORTIONS OF EXISTING WALL FEATURE AS REQUIRED REMOVE EXISTING BRICK VENEER - SEE DEMOLITION PLAN FOR EXTENT EXI5TING EXT. 5HEATHING 5/5" TYPE 'X' GYP. BOARD OVER EX15TINO 5HEATHING L/ \I.J I IIYV 1�/Y 1 LI \IVI\ WALL A55EM5LY 3 EXTERIOR YNALL TIE -IN DETAIL A G EXI5TIN6 YWALL MODIFIED uouu v v EXISTING CONSTRUCTION TO REMAIN EXISTING SUSPENDED CEILING EXISTING 2x6 WOOD STUD WALL 5TING GYP. BOARD PRECAST CONCRETE GAP TO MATCH EXIST. 8" GMU WALL - GROUT SOLID AIR SPACE BRICK VENEER TO MATCH EXISTING TOOTH INTO EXIST. BRICK VENEER 4" CONCRETE 5LAB OVER COMPACTED GRAVEL FILL o L - � ��i�•• CONCRETE FOUNDATION WALL AND FOOTING PER STRUCTURAL DWG5 A -4 MECH. ENGLOSURF. ^ALL A i( 1" = 1' -O LICENSED ARCHITECT AR • 1627 RANDY K. HAYES STATE OF IDAHO W CC, W � W F- a x U Viz¢ W z W Q 0 � M W o0 0 c N � Q N O N w z V Q N A. I rim■ iii ■��� W■■r Ell ■■■■■■ m W A O z 0 �x AA A� as H� O A W A� H �a zw oA �A W� a a pq REVISIONS: DATE: APRIL 09 JOB NO. 0813.00 � I i • • FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt U) z 0 U ww y C v m m 0 co 0 aooR scHFauL.E FOLIDING PARTITIONS 7 114 P1 • 52 8/A5 q /A5 _ 5Y DOOR _ FP1 MANUF, 8 116 1 • 1 52 1 1 1 8 /A5 q /A5 _ eY DOOR _ FP1 MANUF. DE5GRIFTION 5 SIZE G GLASS 51 3' -0" x 7-0" x 1 3/4" G1 INSULATED TEMPERED 52 20' -0" x 4 -0" (FOLDING PARTITION) (DOUBLE GLAZE) 02 1/4" TEMPERED PLATE (SINGLE GLAZE) REMARKS FP1 SOUND PARTITION Ti METAL THRESHOLD OENERAL NOTES: DUE TO MULTIPLE U5E, 50ME OF THE DETAILS REFERRED TO ON THE DOOR SCHEDULE ARE REVERSED AND /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL GASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS AR15E. DOORS TO BE SET TO CLEAR FINISHED FLOOR SURFACE BY 1/2" to 2 "X4" WOOD STUD WALL 5/5" TYPE 'X' GYP. BD. BOTH SIDE5 WOOD STUD HEADER PAINTED H.M. FRAME DOOR PER SCHEDULE 1 DOOR H AI7 PETA AS 2x6 STUD WALL WITH BATT INSULATION 5/8" TYPE 'X' GYP. BD. — TAPED -IN METAL CORNER TAPED -IN METAL EDGE EXISTING WINDOW UNIT INSTALLED IN NEW OPENING SEALANT - BOTH SIDES BRICK VENEER NOTE: SEE DETAIL 2/A3 FOR FLASHING REQUIREMENTS AT WINDOWS =1 FK7 S ^INPC^ J,AM5 PETAIL AS PER 5CHEL.7ULE 4OR5 PER JAMB rPE 'X' GYP. BD. m fPE 'X' GYP. BD, �D H.M. FRAME 2 DOOR J,AM B PETA AS SEALANT ALUM. SILL BRICK VE 3" = 1' -O" ^ IN Z;)0^ SILL PETAIL AS 3' = 1' -0" 2x6 STUD WALL WITH BATT INSULATION 5/5" TYPE 'X' GYP. BD. noon TYPES: GLAZING AS ALUMINUM/ NOTED IN GLASS DOOR SCHEDULE 2 FRAME TYPES: 2x6 STUD WALL WITH BATT INSULATION' 5/8" TYPE 'X' G1 TAPED -IN METAI STEEL LINTEL PER 5TRUGT HEADER PER 5TRUGT, WOOD SHIM AS REQ'D. TAPED -IN METAL CORNER METAL EDGE - BOTH SIDES MME - -Y BROKEN /GLASS 3 DOOR H EAP PETA AS EXISTING WINDOW UNIT INSTALLED IN NEW OPENING SEALANT SOLID SURFACE SILL MATCH EXISTING 2x6 STUD WALL WITH BATT INSULATION 5/8" TYPE 'X' GYP. BD. NOTE: SEE DETAIL 2/A3 FOR FLASHING REQU I REMENT5 AT WINDOWS TAPED -IN METAI WOOD SHIM AS ALUMINUM /GLAE DOOR ALUM. FRAME - THERMALLY BR SEALANT - BOTI BRICK VENEER 2 3" = 1' -0" NON -RATED H.M. FRAME 4 DOORJAMB DETAIL AS S DOOR H EAP PET,A IL Aw 3 " = 1' -O" CONT. PLYWOOD (4) 1 3/4" x 11 7/8" LAMINATED VENEER LUMBER HEADER WITH 2x6 BLOCKING BETWEEN AT 4-0" O.G. 2 LAYERS 3/4" CONT. PLYWOOD GLUED $ SCREWED TOGETHER SECURE TO EACH LVL HEADER wl #10 x 3" WOOD SCREWS AT 32" O.G. (16" O.G. 4-0" FROM STACKING END) LEVEL WITH FLOOR (1/8" MAX. TOLERANCE) L CEILING HEIGHT r EL. = 10q' -O" GLUE -UP TILE ON SUSPENDED GYP. BOARD TRACK BY DOOR MANUF. THERMALLY BROKEN ALUMINUM FRAME AS Cl DOOR JAMB PETAIL FOLDING PARTITION J�1I1�1170Y�1 TYPES: EXISTING WINDOW RELOCATED INTO NEW WALL NOTE: SEE DETAIL 2/A3 FOR FLASHING REQUIREMENTS AT WINDOWS 2x6 STUD WALL WITH BATT INSULATION 5/8" TYPE 'X' GYP. BD. STEEL LINTEL PER 5TRUGT HEADER PER 5TRUG7. WOOD SHIM AS REQ'I7. TAPED -IN METAL CORNER METAL EDGE - BOTH SIDES NINDOW UNIT INSTALLED IN NEW OPENING 5 KN=�O^ HEAP PETA AS 3" = T -O" -Y DOOR MANUF tILER - GUT TO ANCHOR TO VL TO SUPPORT ABOVE NMING .. ..... VENEER LICENSED ARCHITECT AR • 1627 �; RANDY K. HAYES STATE Of IDAHO DOOR W� FRAME � O M N o c-, C4 Q F - = t/1 U � � W W 0 i C,�, U Z � t� z DETAIL5 pL lu 0 w z L LU < REMARKS I (3 Lu -j kb Q — — HEP�D JAMB V lL 2 aL MAIN FLOOR 1 10q 1 • 51 (E) 1 1/A5 2/A5 - (E) - EXISTING DOOR RELOCATED 2 114 1 • 51 01 1 1/A5 2/A5 - 1 - - 3 115 1 • 51 G 1 1 1/A5 2/A5 - 1 - - 4 116 1 • 51 01 1 1/A5 2/A5 - 1 - - 5 117 1 • S1 01 1 1/A5 2/A5 - 1 - - 6 EXT 2 • 51 G2 2 3/A5 4/A5 _ BY DOOR _ T1 II MANUF, FOLIDING PARTITIONS 7 114 P1 • 52 8/A5 q /A5 _ 5Y DOOR _ FP1 MANUF, 8 116 1 • 1 52 1 1 1 8 /A5 q /A5 _ eY DOOR _ FP1 MANUF. DE5GRIFTION 5 SIZE G GLASS 51 3' -0" x 7-0" x 1 3/4" G1 INSULATED TEMPERED 52 20' -0" x 4 -0" (FOLDING PARTITION) (DOUBLE GLAZE) 02 1/4" TEMPERED PLATE (SINGLE GLAZE) REMARKS FP1 SOUND PARTITION Ti METAL THRESHOLD OENERAL NOTES: DUE TO MULTIPLE U5E, 50ME OF THE DETAILS REFERRED TO ON THE DOOR SCHEDULE ARE REVERSED AND /OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLAN. THE GENERAL INTENT OF DETAILS SHALL IN ALL GASES BE FOLLOWED AND THE ARCHITECT CONSULTED SHOULD QUESTIONS AR15E. DOORS TO BE SET TO CLEAR FINISHED FLOOR SURFACE BY 1/2" to 2 "X4" WOOD STUD WALL 5/5" TYPE 'X' GYP. BD. BOTH SIDE5 WOOD STUD HEADER PAINTED H.M. FRAME DOOR PER SCHEDULE 1 DOOR H AI7 PETA AS 2x6 STUD WALL WITH BATT INSULATION 5/8" TYPE 'X' GYP. BD. — TAPED -IN METAL CORNER TAPED -IN METAL EDGE EXISTING WINDOW UNIT INSTALLED IN NEW OPENING SEALANT - BOTH SIDES BRICK VENEER NOTE: SEE DETAIL 2/A3 FOR FLASHING REQUIREMENTS AT WINDOWS =1 FK7 S ^INPC^ J,AM5 PETAIL AS PER 5CHEL.7ULE 4OR5 PER JAMB rPE 'X' GYP. BD. m fPE 'X' GYP. BD, �D H.M. FRAME 2 DOOR J,AM B PETA AS SEALANT ALUM. SILL BRICK VE 3" = 1' -O" ^ IN Z;)0^ SILL PETAIL AS 3' = 1' -0" 2x6 STUD WALL WITH BATT INSULATION 5/5" TYPE 'X' GYP. BD. noon TYPES: GLAZING AS ALUMINUM/ NOTED IN GLASS DOOR SCHEDULE 2 FRAME TYPES: 2x6 STUD WALL WITH BATT INSULATION' 5/8" TYPE 'X' G1 TAPED -IN METAI STEEL LINTEL PER 5TRUGT HEADER PER 5TRUGT, WOOD SHIM AS REQ'D. TAPED -IN METAL CORNER METAL EDGE - BOTH SIDES MME - -Y BROKEN /GLASS 3 DOOR H EAP PETA AS EXISTING WINDOW UNIT INSTALLED IN NEW OPENING SEALANT SOLID SURFACE SILL MATCH EXISTING 2x6 STUD WALL WITH BATT INSULATION 5/8" TYPE 'X' GYP. BD. NOTE: SEE DETAIL 2/A3 FOR FLASHING REQU I REMENT5 AT WINDOWS TAPED -IN METAI WOOD SHIM AS ALUMINUM /GLAE DOOR ALUM. FRAME - THERMALLY BR SEALANT - BOTI BRICK VENEER 2 3" = 1' -0" NON -RATED H.M. FRAME 4 DOORJAMB DETAIL AS S DOOR H EAP PET,A IL Aw 3 " = 1' -O" CONT. PLYWOOD (4) 1 3/4" x 11 7/8" LAMINATED VENEER LUMBER HEADER WITH 2x6 BLOCKING BETWEEN AT 4-0" O.G. 2 LAYERS 3/4" CONT. PLYWOOD GLUED $ SCREWED TOGETHER SECURE TO EACH LVL HEADER wl #10 x 3" WOOD SCREWS AT 32" O.G. (16" O.G. 4-0" FROM STACKING END) LEVEL WITH FLOOR (1/8" MAX. TOLERANCE) L CEILING HEIGHT r EL. = 10q' -O" GLUE -UP TILE ON SUSPENDED GYP. BOARD TRACK BY DOOR MANUF. THERMALLY BROKEN ALUMINUM FRAME AS Cl DOOR JAMB PETAIL FOLDING PARTITION J�1I1�1170Y�1 TYPES: EXISTING WINDOW RELOCATED INTO NEW WALL NOTE: SEE DETAIL 2/A3 FOR FLASHING REQUIREMENTS AT WINDOWS 2x6 STUD WALL WITH BATT INSULATION 5/8" TYPE 'X' GYP. BD. STEEL LINTEL PER 5TRUGT HEADER PER 5TRUG7. WOOD SHIM AS REQ'I7. TAPED -IN METAL CORNER METAL EDGE - BOTH SIDES NINDOW UNIT INSTALLED IN NEW OPENING 5 KN=�O^ HEAP PETA AS 3" = T -O" -Y DOOR MANUF tILER - GUT TO ANCHOR TO VL TO SUPPORT ABOVE NMING .. ..... VENEER LICENSED ARCHITECT AR • 1627 �; RANDY K. HAYES STATE Of IDAHO Q O W t� W� M � O M N o c-, C4 Q F - = t/1 U � � W W 0 i C,�, U Z � t� z Q O d' W� M � O M N IJL�cv M O 0 �n N O c I • O ■ ■r ��� ■■■■■■ �■� a w A 0 �a z 0 ~" o �x AA A � v, evo �a �c Ha O x A W a H O A z OA A „A a� A W x U O O A REVISIONS: DATE: APRIL 09 O FA5 FILE NAME: BYU4th- ADDITION.lhk UPDATE: 4/30/2009 DRAWN BY: Matt 8 1/2'' 0 43/41, co co z O U w Y N cry v 5 m vi 0 `2 0 ROOM FINISH SGHEPULF. ROOM NAME 0 0 w N m -1 A z_ V 2 W 2 z v 5PECIAL TRIM OR EQUIPMENT REMARK5 MAIN FLOOR 10G ROOM F1 51 W1 /W2 G1 GH2 51 SISAL WAINSCOT F FLOOR F1 CARPET F2 EXIST. TO REMAIN - RETAIN ff PROTECT B BASE E31 4" CARPET BASE E32 EXIST. TO REMAIN - RETAIN B PROTECT B3 4" RUBBER W WALLS W1 GYPSUM BD. TEXTURED W2 EXIST. TO BE REPAINTED W3 WALL COVERING TYPE A - WAINSCOT W4 WALL COVERING TYPE B G CEILING G1 ACOUSTICAL TILE ON 5U5P. GYP. BOARD SYS. G2 EXISTING TO REMAIN - PROTECT CH CEILING HEIGH GH 1 8' -Q" CH 9' -O" 5 5PECIAL TRIM OR EQUIPMENT 51 CHAIR RAIL $ WAINSCOT - SEE 3/A6 52 V15UAI DISPLAY BOARD TYPE 1 - SEE 7/A6 - WEST R.S. ROOM F1 B1 W1 /W2 G2 (E) 51 REPAIR W3 $ W4 ABOVE - CORRIDOR F2 52 W2 G1 (E) MODIFY /REPAIR WAINSCOT 112 HALL F1 E31 W1 /W3 G1 CH1 51 113 HALL F1 B1 W1 /W3 G1 CH 51 114 CLASSROOM F1 51 W1 /W3 G1 GH2 51,52 115 CLASSROOM F1 E31 W1 1W3 G1 GH2 51,52 116 CLASSROOM F1 B1 W1 /W3 G1 GH2 `- �1 -`-'2 117 CLASSROOM F1 E31 W1 /W3 G1 GH2 51,52 1 CABINET EL�YATION LING - SEE REFL. LING PLAN N SOFFIT FURR -DOWN STRUCTURE ABOVE 4 WD. 5TUD5 @ 16" O.G. 7 5/8" GYP. BOARD) RDWOOD TRIM DETAIL 5/A6 RDWOOD VENEER t'WOOD DOOR kDJU5TABLE PLAM. :,ED SHELVES w/ �DWOOD EDGE W. FACED FIXED =LF w/ HARDWOOD SE _L - SEE SPECS. RDWOOD VENEER >'WOOD DOOR kDJU5TABLE PLAM. :,ED SHELVES w/ RDWOOD EDGE PLAM. FACED � C)ER5 3A5E - SEE ISHE5 0 2 CABINET SECTION 3/4" = 1' -0" HARDWOOD CHAIR RAIL 51SAL WAINSCOT CHAIR RAIL PETAIL HALF FULL HARDWOOD TRIM N Nr m v- 5 H ARPWOOt7 TRIM AC HALF FULL EXISTING WALL COVERING TYPE 'B' TO REMAIN EXISTING HDWD 7 CHAIR RAIL TO REMAIN - PROTECT DURING CONST. EXISTING 515AL WALLCOVERINO TO REMAIN - PROTEGT DURING CON5T. EX15TINO CARPET BASE TO REMAIN - PROTECT I--- - - - - -7 I I I I I I I I I I I I I I I I I I I I I I I I S INTERIOR ELEVATION 1/2" = 1' -0" MATCH SURROUNDING TEXTURE $ PAINT - TYP. f - -- - - - PROVIDEMATGHINO I - - - - - -- I I I WALL COVERING TYPE 'B' I I I AT INFILL5 I I I I I I INDIGATE5 WINDOW INFILL I I I I TYPICAL OF 3- SEE I I i I DETAIL 2/A4 I I I I 1 I I I I I I I NEW HDWD CHAIR RAIL I I I I TO MATCH EXISTING I I I I SEE DETAIL 4/A6 I I NEW SISAL WALLCOVERING BELOW CHAIR RAIL - MATCH EXISTING - SEE DETAIL 3 /A6 EXISTING CARPET BASE TO BE TEMPORARILY REMOVED AND REINSTALLED AFTER NEW SISAL WALLCOVERING HAS BEEN INSTALLED 3" = T -O" D15PLAY BOARD HDWD CHAIR RAIL 7 VISUAL PISPLAY 1317. TYFF. 1 A>e— 1/2" = 1' -0" LICENSED ARCHITECT AR -1627 /4 , • F RANDY K. HAYE'S i STATE Of IDAHO W O C W W �-, W H 4 � U O Z Q W W ti Q � M W o0 CM x N � d M X O N � W CIA U O i R Mill Alm ig ■ ■ ■/ ��' a w A O z O �x AA A� as �c H� O x A Vl O H W r � h� O �A W A A W U I� I~ w 1 REVISIONS: ±5-11" (4 EQUAL) d N SOFFIT FURR -DOWN HARDWOOD TRIM ABOVE CABINET SEE DETAIL 5/A6 24" DEEP HDWD. - - - - - - VENEER PLYWD. CABINET w/ 2 AIDJ. Q Q i Q Q i SHELVES TOP AND BOTTOM PROVIDE LOCKS AT ALL CABINET DOOR5 - - - - �- - - - - �- TYPICAL ` HARDWOOD CHAIR RAIL SEE DETAIL 4/A6 HARDWOOD SCRIBE ( i i EACH SIDE - TYP. 4" BASE - SEE FINISHES VX Lu �v V� CEILING AS OCCURS GYP. BOARD - PAINT HARDWOOD CHAIR RAIL SEE DETAIL 4/A6 515AL WALLCOVERING MATCH EXIST. BASE AS 5CHEI7ULED 5 WAINBCOT /CHAIR RAIL A& DATE: APRIL 09 JOB NO. 0813.00 A6 10 of 20 FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4130(2009 DRAWN BY: Matt 6' -O" LICENSED ARCHITECT AR -1627 RANDY K. HAYE STATE Of IDAHO) • +f • ` No i ■■mm■■ �■� 1 THROAT V RIDGE GA1 VENTILATI( METAL DE WEEP HOL 5" BEND ROOF 5HE ROOF FR> 5EE 5TRUC ONDARY ERLAYMENT MARY ERLAYME:NT OLE5 a w A O z O �x AA A� x � �a h a O x A a H w A w O O REVISIONS: 2 RIDGE VENT PETAIL A"? 11/2" = V —O" SE BLOC;I<ING DATE: APRIL 09 JOB NO. 0813.00 E O. N 7 20 FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt w Q w M °O x N Q M U � Lia O 00 Z � � �z¢ w z w • +f • ` No i ■■mm■■ �■� 1 THROAT V RIDGE GA1 VENTILATI( METAL DE WEEP HOL 5" BEND ROOF 5HE ROOF FR> 5EE 5TRUC ONDARY ERLAYMENT MARY ERLAYME:NT OLE5 a w A O z O �x AA A� x � �a h a O x A a H w A w O O REVISIONS: 2 RIDGE VENT PETAIL A"? 11/2" = V —O" SE BLOC;I<ING DATE: APRIL 09 JOB NO. 0813.00 E O. N 7 20 FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt It O Q w M °O x N Q M O 00 Z � � �o • +f • ` No i ■■mm■■ �■� 1 THROAT V RIDGE GA1 VENTILATI( METAL DE WEEP HOL 5" BEND ROOF 5HE ROOF FR> 5EE 5TRUC ONDARY ERLAYMENT MARY ERLAYME:NT OLE5 a w A O z O �x AA A� x � �a h a O x A a H w A w O O REVISIONS: 2 RIDGE VENT PETAIL A"? 11/2" = V —O" SE BLOC;I<ING DATE: APRIL 09 JOB NO. 0813.00 E O. N 7 20 FILE NAME: BYU4th- ADDITION.Ibk UPDATE: 4/30/2009 DRAWN BY: Matt STRUCTURAL GENERAL RTES BASIS OF DESIGN 1, GOVERNING BUILDING CODE,,,,,,,,,,,,,,,,,,, 2006 IBC 2, LOAD COMBINATIONS: ALTERNATE ASD - GRAVITY AND LATERAL..,, 1605.3,2 3, GRAVITY DESIGN: DEAD LOAD ROOF 25 PSF SNOW LOAD GROUND SNOW,,,,,,,,,,,,,,,,,,,,,,,, 57 PSF ROOF SNOW,,,,,,,,,,,,,,,,,,,,,,,,,, 44 PSF Is„ 1, 1 Ce .. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 1,0 Ct,......... 1,0 DRIFTING PER ASCE 7 4. WIND DESIGN: WIND DESIGN PROCEDURE,,,,,,,,,, SIMPLIFIED BASIC W I N D SPEED ( 3 SEC, GUST)__ 90 MPH EXPOSURE C Iw.. 1. 15 5, SEISMIC DESIGN: LATERAL SYSTEM,,,,,,,,,,,,, WOOD SHEAR WALL SEISMIC DESIGN PROCEDURE„ EQUIVALENT LATERAL FORCE SITE CLASS,,,,,,,,,,,,,,,,,,,,,,,,, D SEISMIC DESIGN CATEGORY,,,,,,,,,,,, D REDUNDANCY FACTOR .................. 1.3 PORTION OF SNOW LOAD INCLUDED.,,,,, 20% BUILDING PERIOD T,,,,,,,,,,,,,,,,,, 0,152SEC EARTHQUAKE FORCE E /1,4,,,,,,,,,,,,, 0,091 g BASE SHEAR V= Cs *W .................. 0,091 g SDS. 0,510 g SDI,,. ...,,, „. 0.164 g IE.. 1, 25 R , .,,,,, „,.,,,,,,,o............... 6.5 OMEGA„ 3, 0 Cd.. 4, 0 6. SOILS: SOIL BEARING PRESSURE,,,,,,,,,,,,,,,,,, 3000 PSF LATERAL EARTH PRESSURE, AT REST,,,,,,,, 63 PSF LATERAL EARTH PRESSURE, ACTIVE,,.,,,,,, 41 PSF MINIMUM FROST COVER,,,,,,,,,,,,,,,,,,,, 36 INCHES GENERAL 1. THE GENERAL CONTRACTOR SHALL: A, BECOME FAMILIAR WITH ALL PORTIONS OF THE CONTRACT DOCUMENTS AND INSURE THAT ALL SUBCONTRACTORS ARE FAMILIAR WITH THOSE PORTIONS PERTAINING TO THEIR AREA OF WORK, NO DEVIATIONS WILL BE ALLOWED UNLESS AGREED UPON BY ALL PARTIES IN WRITING PRIOR TO CONSTRUCTION OR FABRICATION, B, VERIFY ALL DIMENSIONS AND ELEVATIONS, COORDINATE ALL DOORS, WINDOWS, NON- BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS, RECESSES, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, CHAMFERS, KERFS, ETC, C, FIELD VERIFY ALL SITE CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER REGARDING ACTUAL CONDITIONS AT THE SITE WHICH ARE NOT PER THE DRAWINGS. D. COORDINATE ALL WORK BETWEEN THE VARIOUS TRADES AND SUBCONTRACTORS, REPORT ANY MODIFICATIONS TO THE STRUCTURAL PORTION OF THE BUILDING BY OTHER TRADES TO THE ARCHITECT AND STRUCTURAL ENGINEER, E. BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE JOB SITE AND /OR ADJACENT PROPERTIES. F. REPORT PROGRESS OF WORK TO ARCHITECT AND STRUCTURAL ENGINEER, 2. CONTRACT DOCUMENTS: A. REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE DRAWINGS, B. DETAILS, SECTIONS AND NOTES SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OR SHOWN OTHERWISE, C. THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE, D. INFORMATION ON DRAWINGS INDICATING EXISTING CONDITIONS IS BASED ON BEST PRESENT KNOWLEDGE, BUT MAY NOT BE ENTIRELY ACCURATE AND MUST BE FIELD VERIFIED, 3, BUILDING CODE COMPLIANCE: A. INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND STANDARDS, ASTM, IBC, AND OTHER DESIGNATIONS SHALL BE AS AMENDED TO LATEST DATE UNLESS NOTED OTHERWISE, 4, COORDINATION: A. COORDINATE AND VERIFY LOCATIONS AND WEIGHTS OF MECHANICAL UNITS AND /OR OTHER EQUIPMENT OR DEVICES PRIOR TO FABRICATION AND /OR INSTALLATION OF ANY SUPPORTING STRUCTURE, SUCH LOADS SHALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW, ADDITIONAL FRAMING MAY BE REQUIRED FOR THE PROPER SUPPORT OF SUCH UNITS AND /OR EQUIPMENT, LATERAL SUPPORT FOR THE EQUIPMENT SHALL BE PROVIDED BY EQUIPMENT INSTALLER, B, COORDINATE AND VERIFY ROOF, FLOOR, AND WALL OPENINGS REQUIRED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND /OR OTHER DRAWINGS PRIOR TO CONSTRUCTION, REPORT OPENINGS REQUIRED WHICH ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW, C. COORDINATE ANY CONSTRUCTION SITUATION NOT COVERED BY THESE PLANS, GENERAL NOTES, OR SPECIFICATIONS WITH THE ARCHITECT AND STRUCTURAL ENGINEER, 5, CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS: A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD, MEANS, AND SEQUENCE OF ALL STRUCTURAL ERECTION EXCEPT WHEN SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, HE SHALL PROVIDE TEMPORARY SHORING AND BRACING AS HIS METHOD OF ERECTION REQUIRES TO PROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT DURING ERECTION, THIS SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE PLACED AND ALL FINAL CONNECTIONS ARE COMPLETED, INCLUDING ALL ROOF AND FLOOR ATTACHMENTS, B, SHORING AND SUPPORTING FORM WORK FOR SUSPENDED CONCRETE OR MASONRY MATERIAL SHALL REMAIN IN PLACE AND SHALL NOT BE REMOVED UNTIL THE STRUCTURAL MEMBERS HAVE ACQUIRED SUFFICIENT STRENGTH TO SAFELY SUPPORT THEIR OWN WEIGHT AND ANY ADDITIONAL CONSTRUCTION, STORAGE, AND /OR OTHER LOADS TO WHICH THEY MAY BE SUBJECTED. IN NO CASE SHALL THEY BE REMOVED PRIOR TO 7 DAYS, RE- SHORING SHALL BE IMMEDIATELY INSTALLED UPON REMOVAL OF SUCH FORMS AND SHALL REMAIN IN PLACE UNTIL 28 DAYS AFTER PLACING OF MATERIAL OR UNTIL MATERIAL HAS REACHED ITS 28 DAY DESIGN STRENGTH, WHICHEVER IS LONGER, DO NOT REMOVE LARGE AREAS OF SHORING BEFORE STARTING RE- SHORING PROCEDURES, C. NON- BEARING INTERIOR WALLS SHALL BE ADEQUATELY BRACED TO THE STRUCTURE ABOVE WITH ALLOWANCE FOR DEFLECTION OF THE STRUCTURE ABOVE AND /OR BELOW, D. BUILDING WALLS WHICH RETAIN EARTH MUST BE BRACED AT THE TOP. DO NOT BACKFILL UNLESS BRACING IS PROVIDED OR UNTIL THE COMPLETE FLOOR OR ROOF SYSTEM IS IN PLACE, TYPICAL, UNLESS NOTED OTHERWISE, 6, OMISSIONS AND /OR CONFLICTS: A, OMISSIONS IN AND /OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER AND SHALL BE RESOLVED BY THE SAME BEFORE PROCEEDING WITH ANY WORK INVOLVED. B. IN CASE OF CONFLICTS IN THE STRUCTURAL WORK, THE MOST STRINGENT REQUIREMENTS, AS DIRECTED BY THE ARCHITECT AND STRUCTURAL ENGINEER, SHALL BE IMPLEMENTED AT NO ADDITIONAL COST TO THE OWNER, 7, MISCELLANEOUS: A, DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND /OR OWNER SHALL KEEP THE LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN, B. OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ARCHITECT AND /OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION, 8, SUBMITTALS: A, THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION, ERECTION, INSTALLATION, OR OTHERWISE BEING INCORPORATED INTO THE WORK, MATERIALS CERTIFICATION FOR ALL CONCRETE MATERIALS, MIX DESIGNS FOR EACH TYPE OF CONCRETE, REINFORCING STEEL SHOP DRAWINGS. MANUFACTURED WOOD JOIST AND BEAM SHOP DRAWINGS, )m PREFAB WOOD TRUSS SHOP DRAWINGS AND CALCULATIONS,)K VENEER TIES AND ANCHORS, SPECIAL LOADS ON THE STRUCTURE, OPENINGS THROUGH WALLS AND /DR SLABS, THESE SUBMITTALS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED IN THE STATE OF IDAHO, B. A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR THE REVIEW OF ALL SUBMITTALS BY THE ARCHITECT AND STRUCTURAL ENGINEER, C. REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER IN WRITING, REASON(S) FOR THE REQUEST AND COST DIFFERENTIALS SHALL BE INCLUDED IN THE REQUESTS. SUBSTITUTIONS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY THE ARCHITECT AND STRUCTURAL ENGINEER, QUALITY ASSURANCE PLAN FOR STRUCTURE 1, INSPECTION: A, THE OWNER SHALL PROVIDE SPECIAL INSPECTION BY QUALIFIED INSPECTORS FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1704 AND 1707 AND THE SPECIFICATIONS, SOILS: THE BOTTOM OF EXCAVATIONS AND PLACEMENT OF STRUCTURAL FILL, CONCRETE: DURING THE CASTING OF ALL CONCRETE AND TAKING OF ALL TEST SPECIMENS, AND SHALL VERIFY THE PLACEMENT OF ALL REINFORCING, INSPECTOR SHALL BE ACI -II OR ICC CERTIFIED, BOLTING: ALL HIGH STRENGTH BOLTS AND BOLTS EMBEDDED IN CONCRETE AND /OR EPDXY, 2, TESTING: A, THE OWNER SHALL PROVIDE TESTING BY QUALIFIED TESTING AGENCIES FOR THE FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1708 AND THE SPECIFICATIONS, SOILS: COMPACTION OF STRUCTURAL FILL, CONCRETE: STRENGTH, SLUMP, AIR, AND TEMPERATURE. BOLTING: PROPER INSTALLATION AND CORRECT TORQUE AND /OR TENSION, 3, STRUCTURAL OBSERVATIONS: A. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO PERFORM STRUCTURAL OBSERVATIONS AT SIGNIFICANT STAGES DURING CONSTRUCTION, B. THE STRUCTURAL ENGINEER SHALL PROVIDE A COPY OF THE OBSERVATION REPORT TO THE ARCHITECT FOR FURTHER DISTRIBUTION, 4. THE CONTRACTOR SHALL: A. SUBMIT A STATEMENT OF RESPONSIBILITY TO THE OWNER AND BUILDING OFFICIAL PRIOR TO COMMENCING WORK ON STRUCTURE THAT INCLUDES AWARENESS OF THE QUALITY ASSURANCE PLAN REQUIREMENTS, ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE TO CONSTRUCTION DOCUMENTS, PROCEDURES FOR EXERCISING CONTROL, METHOD AND FREQUENCY OF REPORTING, AND IDENTIFICATION AND QUALIFICATIONS OF PERSONNEL IN CHARGE OF CONTROL, B. CORRECT ALL WORK FOUND TO BE DEFICIENT AT NO ADDITIONAL COST TO THE OWNER. C, COORDINATE ALL THE REQUIRED INSPECTIONS, TESTING, AND /OR STRUCTURAL OBSERVATIONS OF THE QUALITY ASSURANCE PLAN, DO NOT PROCEED WITH SUBSEQUENT WORK UNTIL THE REQUIRED INSPECTIONS, TESTING, AND STRUCTURAL OBSERVATIONS HAVE BEEN PROVIDED. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER AT LEAST 48 HOURS PRIOR TO ANY REQUIRED OBSERVATIONS. D, PROVIDE COPIES OF THE DAILY INSPECTION REPORTS AND ALL TESTING RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, OWNER, AND BUILDING OFFICIAL, SITE PREPARATION 1, RECOMMENDATIONS: A, THESE SITE PREPARATION NOTES ARE BASED ON RECOMMENDATIONS CONTAINED IN A SOILS REPORT BY MATERIALS TESTING & INSPECTION (THE SOILS ENGINEER), DATED MARCH 29, 2009 AND ANY ADDENDA THERETO, A REFERENCE COPY OF THIS REPORT SHALL BE OBTAINED BY THE CONTRACTOR AND IS AVAILABLE FROM THE ARCHITECT UPON REQUEST, THE SOILS REPORT IS NOT A PART OF THE STRUCTURAL CONTRACT DOCUMENTS, B. IF SOIL CONDITIONS VARY FROM THE SOILS REPORT, THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ARCHITECT AND THE STRUCTURAL ENGINEER. FOOTINGS AND FOUNDATIONS AS SHOWN ON THE DRAWINGS MAY NEED TO BE REVISED, C. FOOTINGS SHALL BEAR ON WELL GRADED COMPACTED STRUCTURAL FILL BEARING ON COMPETENT, NATIVE, SILTY SAND SOILS OR ON WELL GRADED COMPACTED STRUCTURAL FILL BEARING ON SOUND BEDROCK. FOOTINGS SHALL NOT BE PLACED ON EXISTING FILL MATERIALS, D. ALL EXISTING FILL MATERIALS SHALL BE REMOVED FROM BELOW THE BUILDING SITE AND THE EXISTING FILL MATERIAL SHALL BE EVALUATED BY THE SOILS ENGINEER TO DETERMINE THE POSSIBLE REUSE POTENTIAL, E, FOLLOWING EXCAVATION, THE SOILS ENGINEER SHALL BE RETAINED TO VERIFY THE ADEQUACY OF THE SUB SOIL CONDITIONS AND MAKE RECOMMENDATIONS AS TO THE NEED FOR MORE EXCAVATION, F. COMPACTED FILL FOR THE BUILDING SHALL BE WELL GRADED GRANULAR MATERIAL, COMPACTED TO 95% AS DETERMINED BY ASTM D -1557, MODIFIED PROCTOR, METHOD OF TESTING, FILL SHALL BE PLACED IN 8 INCH LOOSE THICKNESS LIFTS AND SHALL BE TESTED. G. PROVIDE A MINIMUM 4 INCH LAYER OF FREE DRAINING GRANULAR MATERIAL, COMPLYING WITH IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION SPECIFICATIONS FOR 3/4 INCH (TYPE 1) CRUSHED AGGREGATE, CONCRETE 1, CODES AND STANDARDS: A. CONCRETE CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS OF I. ACI 301, 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', II, ACI 318, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', EXCEPT AS MODIFIED BY THE IBC, III, ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM WORK', 2, MATERIALS: A. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, PORTLAND CEMENT, B, HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33, LIGHTWEIGHT AGGREGATES SHALL CONFORM TO ASTM C330, C, WATER SHALL BE POTABLE, D. AIR ENTRAINMENT SHALL CONFORM TO ASTM C260, E, FLY ASH SHALL CONFORM TO ASTM C618, F, CALCIUM CHLORIDE SHALL NOT BE USED, G, EPDXY SHALL CONFORM TO ASTM C881, TYPES I, II, IV, AND V, GRADE 3, CLASSES B AND C. 3, MIX DESIGNS: A, ONLY ONE TYPE OF CONCRETE SHALL BE PLACED AT THE SITE AT ANY GIVEN TIME, B. A MIX DESIGN THAT PRODUCES THE LOWEST SLUMP COMPATIBLE WITH PROPER PLACEMENT SHALL BE USED, 4' MAXIMUM, C, CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING: TYPE OF MINIMUM MAX, DRY MAX. AIR MIN, CONCRETE STRENGTH WIC WEIGHT AGGREGATE ENTRAIN- CEMENT MEMBER AT 28 DAYS SIZE MENT PER YD, (PSI) ( RATIO) (PCF) ( INCHES) ( %) ( LBS) FOOTINGS: 3000 0,50 145 3/4 3 +/- 1 517 FOUNDATION WALLS AND GRADE BEAMS: 4000 0.45 145 3/4 6 +/- 1 564 SLABS ON GRADE: INTERIOR 4000 0.45 145 3/4 3 +/- 1 564 EXTERIOR 4500 0,42 145 3/4 6 +/- 1 611 D, LIMIT FLY ASH TO 15% OF THE TOTAL CEMENTITIOUS MATERIAL, E, PEA GRAVEL AGGREGATE AND /OR PLASTICIZER MAY BE USED IN CONGESTED AREAS WHEN REQUIRED TO PROPERLY FILL ALL VOIDS AND /OR FOR WORKABILITY, ( CONTRACTOR'S OPTION). 4, CONSTRUCTION: A, CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT, B. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS, ETC, ANCHOR BOLTS AND DOWELS SHALL BE PLACED PRIOR TO CASTING CONCRETE, C. CONSTRUCTION JOINTS AND BULKHEADS SHALL BE FORMED WITH A KEY WAY, ALL CONTACT SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY ROUGHENED PRIOR TO CASTING ADJACENT POUR, D, GROUT SOLID AROUND ALL JOIST AND BEAM ENDS, TYPICAL UNLESS NOTED OTHERWISE. E, OPENINGS IN FLOORS AND /OR WALLS SHALL HAVE ADDITIONAL REINFORCING AROUND ALL SIDES OF THE OPENING EQUIVALENT TO THE BARS CUT BY THE OPENING WITH HALF ON EACH SIDE OF THE OPENING OR 2 - #5 BARS, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE. BARS PARALLEL TO THE PRINCIPAL REINFORCING SHALL RUN FULL LENGTH OF THE SPAN, BARS IN THE OTHER DIRECTION SHALL RUN 24 INCHES BEYOND THE EDGE OF THE OPENING OR END WITH A STANDARD HOOK, ALSO PROVIDE 2- #5 X 4' -0' DIAGONAL BARS AT EACH CORNER OF EACH OPENING, F. NO PENETRATION SHALL BE ALLOWED THROUGH ANY CONCRETE BEAM, JOIST, COLUMN, PIER, OR JAMB WITHOUT THE ARCHITECT'S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN APPROVAL, PENETRATIONS SHALL BE RE- ROUTED AS REQUIRED AT THESE LOCATIONS, G. ALL BOLT HOLES TO BE FILLED WITH EPDXY SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR, FOLLOW MANUFACTURERS RECOMMENDATIONS, 5. FOOTINGS: A. FOOTINGS SHALL BEAR ON PROPERLY PREPARED MATERIAL, SEE THE SITE PREPARATION NOTES, B, FOOTINGS SHALL BE CENTERED BELOW THE WALL AND /OR COLUMN ABOVE, TYPICAL UNLESS NOTED OTHERWISE, C. EXTERIOR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF FROST. D. PROVIDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WALL FOOTINGS, E, STAGGER FOOTING CONSTRUCTION JOINTS FROM WALL CONSTRUCTION JOINTS ABOVE BY AT LEAST 6 FEET, F. REINFORCING IN CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND /OR INTERSECTIONS BY PROVIDING PROPER LAP LENGTHS AND /OR CORNER BARS, G. CONTINUOUS FOOTINGS WITHOUT CONCRETE FOUNDATION WALLS ABOVE SHALL BE REINFORCED WITH A MINIMUM OF 2 - #5 LONGITUDINAL TOP BARS IN ADDITION TO REINFORCING SPECIFIED IN THE FOOTING SCHEDULE, AT OPENINGS, PROVIDE (1) #6 TOP BAR FOR EACH FOOT OF FOOTING WIDTH OR PORTION THEREOF, EXTEND 24' BEYOND EDGE OF OPENING, EACH SIDE, H. NO PENETRATIONS SHALL BE ALLOWED THROUGH ANY CONCRETE FOOTING, WHEN CONFLICTS ARISE BETWEEN UNDERGROUND PLUMBING, UTILITIES, ETC,, THE FOOTING SHALL BE STEPPED DOWN BELOW THE CONFLICT AND A CONCRETE WALL, PIER, COLUMN ETC,, SHALL BE EXTENDED TO THE FOOTING AS REQUIRED, I, BEARING SURFACES FOR FOOTINGS WHICH ARE, OR BECOME, UNDERMINED DURING CONSTRUCTION SHALL BE BACKFILLED WITH A LEAN -MIX CONCRETE (2000 PSI MIN.). 6, SLABS ON GRADE: A. INTERIOR SLABS ON GRADE SHALL BE A MINIMUM OF 4 INCHES THICK, SHALL BEAR ON A 4 INCH MINIMUM LAYER OF FREE - DRAINING GRAVEL, AND SHALL BE REINFORCED WITH #4 BARS AT 24' D.C. BOTH WAYS, TYPICAL UNLESS NOTED OTHERWISE, PROVIDE CHAIRS WITH SAND PLATES FOR PROPER PLACEMENT. B. LARGE AREAS OF INTERIOR SLABS ON GRADE SHALL BE PLACED IN STRIPS NOT TO EXCEED 120 FEET IN LENGTH NOR 30 FEET IN WIDTH WHICH ARE SUBDIVIDED BY CONSTRUCTION AND /OR CONTRACTION (CONTROL) JOINTS INTO ROUGHLY SQUARES WHOSE SIDES SHALL NOT EXCEED 15 FEET IN EITHER DIRECTION, C. SEE ARCHITECTURAL FOR EXTERIOR SLABS ON GRADE, TYPICAL, UNLESS NOTED OTHERWISE. 7, WALLS: A. CONCRETE WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE: WALL VERTICAL HORIZONTAL THICKNESS REINFORCING REINFORCING ( GRADE 60) ( GF 0. 0012) ( GF 0. 0020) 10' #4 @ 16' 0, C. #5 @ 14' 0. C. SEE PLANS, SCHEDULES, AND DETAILS FOR OTHER REINFORCING REQUIREMENTS, B. PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL (EXCEPT FOR BASEMENT WALLS, RETAINING WALLS, OR WHEN EACH FACE IS SPECIFIED), C, VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR STRUCTURE BELOW AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED OTHERWISE, D. PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND SPACING AS THE HORIZONTAL REINFORCING. E, HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH A STANDARD HOOK, F, WHEN TWO CURTAINS OF STEEL ARE REQUIRED, THE SPLICES IN THE HORIZONTAL REINFORCING OF EACH CURTAIN SHALL NOT OCCUR AT THE SAME LOCATION, G, PENETRATIONS THROUGH ANY CONCRETE WALL SHALL BE BUILT INTO THE WALL AS THE WALL IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION, H. PROVIDE DRAINAGE AT THE BASE OF RETAINING WALLS AND AT THE BASE OF ALL BASEMENT WALLS, 8, SUSPENDED SLABS, SLABS ON DECK, BEAMS, AND JOISTS: A. LARGE AREAS OF SUSPENDED SLAB SHALL BE PLACED SUCH THAT THE MAXIMUM EXTENT OF ANY INDIVIDUAL CASTING OF SUSPENDED SLAB SHALL NOT EXCEED 65 FEET IN EITHER DIRECTION, B. FORMS AND SCREEDS FOR SUSPENDED CONCRETE MEMBERS SHALL BE CAMBERED 1/4' PER 10 FEET OF SPAN TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, C, CONSTRUCTION JOINTS IN SUSPENDED SLABS AND /OR BEAMS SHALL OCCUR AT OR NEAR MID SPAN, WITHIN THE MIDDLE THIRD, COORDINATE PLACEMENT WITH THE ARCHITECT AND STRUCTURAL ENGINEER, SEE PLANS FOR REQUIRED POUR STRIPS. D, BRIDGING IN CONCRETE JOISTS SHALL BE 6 INCHES NOMINAL WIDTH BY FULL DEPTH OF THE JOIST, REINFORCE WITH 1 #5 BY CONTINUOUS TOP AND BOTTOM, 9, COLUMNS: A. VERTICAL REINFORCING IN COLUMNS SHALL HAVE A MINIMUM OF 40 BAR DIAMETERS SPLICE LENGTH, SPLICES SHALL OCCUR AT FLOOR LEVELS ONLY, B, LATERAL TIES IN COLUMNS SHALL BE SPACED AT ONE HALF THE REGULAR SPACING BUT NOT MORE THAN 8 INCHES ON CENTER AT THE TOP AND BOTTOM OF THE COLUMN FOR A DISTANCE OF 1/6 THE CLEAR COLUMN HEIGHT, THE MAXIMUM COLUMN PLAN DIMENSION, OR 18 INCHES, WHICHEVER IS GREATER, C. WHEN CROSS SECTIONAL CHANGES OCCUR IN COLUMNS, THE LONGITUDINAL BARS SHALL BE OFFSET IN A REGION WHERE LATERAL SUPPORT IS PROVIDED, AT THE OFFSET, THE SLOPE OF THE INCLINED PORTION SHALL NOT BE MORE THAN 1 IN 6, AND THE LATERAL TIES SHALL BE SPACED NOT OVER 3 INCHES ON CENTER FOR A DISTANCE OF ONE FOOT BELOW AND ABOVE THE POINT OF OFFSET, REINFORCING STEEL 1, CODES AND STANDARDS: A. REINFORCING STEEL SHALL COMPLY WITH: I. CONCRETE REINFORCING STEEL INSTITUTE 'MANUAL OF STANDARD PRACTICE', II, AMERICAN CONCRETE INSTITUTE 'DETAILING MANUAL', ACI 315 (OR SP -66), 2, MATERIALS: A. REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS AND SHALL CONFORM TO ASTM A615, GRADE 60, WITH A DESIGN YIELD STRENGTH OF 60,000 PSI, EXCEPT AS NOTED BELOW, I, DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A615, GRADE 40 OR ASTM A706, GRADE 60, 'LOW -ALLOY STEEL', 3. CONSTRUCTION: A, REINFORCING SHALL BE DETAILED, BOLSTERED, AND SUPPORTED PER ACI 315. B. REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT, AND OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND, C. REINFORCING SHALL BE CONTINUOUS IN WALLS, BEAMS, COLUMNS, SLABS, FOOTINGS, ETC, D. SPLICES IN CONTINUOUS REINFORCING SHALL BE MADE IN AREAS OF COMPRESSION AND /OR AT POINTS OF MINIMUM STRESS, TYPICAL UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE MINIMUM OF 40 BAR DIAMETERS LONG IN CONCRETE AND 48 BAR DIAMETERS LONG IN MASONRY, TYPICAL UNLESS NOTED OTHERWISE, MINIMUM LAP SHALL BE 24 INCHES LONG. DOWELS SHALL HAVE A MINIMUM OF 30 BAR DIAMETERS EMBEDMENT, TENSION SPICES SHALL BE USED IN CONCRETE WHEN SPECIFICALLY NOTED, USE A CLASS B SPLICE, SPLICES IN TOP BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT MID SPAN, SPLICES IN BOTTOM BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT SUPPORTS, E. BENDS SHALL BE MADE COLD. DO NOT USE HEAT, BENDS SHALL BE DONE IN THE FABRICATOR'S SHOP UNLESS SPECIFICALLY NOTED FOR THE FIELD, DO NOT UN -BEND OR RE -BEND A PREVIOUSLY BENT BAR, F. REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIOR TO PLACING CONCRETE AND SHALL BE POSITIONED WITH THE FOLLOWING MINIMUM CONCRETE COVER: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER, , 2' #5 AND SMALLER. 1 -112' CONCRETE NOT EXPOSED TO EARTH OR WEATHER{ SLABS AND WALLS, #11 AND SMALLER,,,,,,,,,,,,,, 3/4' BEAMS AND COLUMNS, MAIN REINFORCING OR TIES,,, 1 -112' SLABS ON GRADE,,,,,,,,,,,,,,,,,,,,,, CENTER OF SLAB G. REINFORCING STEEL IN MASONRY SHALL BE PLACED PRIOR TO GROUTING AND SHALL BE PLACED, POSITIONED, AND LOCATED ACCORDING TO THE STRUCTURAL DRAWINGS, IT SHALL BE SECURED AGAINST DISPLACEMENT AT INTERVALS NOT TO EXCEED 200 BAR DIAMETERS OR TEN FEET, H. NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH, USE E90XX ELECTRODES AND ASTM A706 REINFORCING, COMPLY WITH AWS D1.4 REQUIREMENTS, I. EPDXY COATED REINFORCING BARS SHALL BE USED WHEN SPECIFICALLY NOTED, INCREASE LAP SPLICE LENGTHS AS REQUIRED BY THE IBC AND ACI, 1 Ir 1, CODES AND STANDARDS: k WOOD CONSTRUCTION SHALL COMPLY WITH: I. THE AMERICAN FOREST & PAPER ASSOCIATION 'NATIONAL DESIGN SPECIFICATION', AFPA -NDS, II, THE GRADING REQUIREMENTS OF THE WESTERN WOODS PRODUCTS ASSOCIATION, WWPA, 2, MATERIALS: A, STRUCTURAL LUMBER SHALL BE AS FOLLOWS AND SHALL BE CLEARLY MARKED AS TO SPECIES AND GRADE: I. JOISTS, BEAMS OR HEADERS - DOUGLAS FIR (NORTH) #2 OR BETTER, II, POSTS AND COLUMNS - DOUGLAS FIR (NORTH) #1 OR BETTER. III, STUDS - DOUGLAS FIR (NORTH) #2 OR BETTER, STUD GRADE AND STANDARD GRADE ARE NOT ALLOWED, B. MANUFACTURED JOISTS SHALL BE AS PER THE DRAWINGS UNLESS OTHERWISE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO BIDDING, ALTERNATE JOIST MANUFACTURERS PRODUCTS ARE ACCEPTABLE PROVIDED THE SECTION PROPERTIES, DESIGN PARAMETERS, AND LOADING CAPACITIES OF THE SPECIFIED PRODUCT ARE MET OR EXCEEDED, C. STRUCTURAL GLUED- LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED PER AITC A190.1 AND ASTM D 3737. IT SHALL BE 24F -V4 FOR SIMPLE SPANS AND 24F -V8 FOR CONTINUOUS SPANS OR CANTILEVERED BEAMS AND CLEARLY MARKED, MEETING THE GRADE REQUIREMENTS AS DEFINED BY THE IBC, D. STRUCTURAL LAMINATED - VENEER - LUMBER (LVL) SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN PARAMETERS: Fb = 2, 600 PSI, Fv = 285 PSI, E = 1, 900,000 PSI. E. WOOD STRUCTURAL PANELS SHALL BE EXPOSURE 1 GRADE OR BETTER A,P.A, RATED SHEATHING WITH EXTERIOR GLUE AND SHALL CONFORM TO STANDARD PS 1 -07, OR PS 2 -04, F. WOOD CONNECTORS SHALL BE SIMPSON STRONG -TIE UNLESS OTHERWISE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO BIDDING, G. WOOD JOISTS AND BEAMS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE OF IDAHO. 3, CONSTRUCTION: A. ROOF AND FLOOR JOISTS SHALL BE AS NOTED ON THE PLANS, ALL JOISTS SHALL BE LATERALLY SUPPORTED AT THE ENDS BY SOLID BLOCKING AND /OR A METAL HANGER, B. MANUFACTURED JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL BE DESIGNED TO SUPPORT THE MAXIMUM LOADS INDICATED IN THE MANUFACTURER'S PUBLISHED LOAD TABLES, C. PROVIDE APPROVED BRIDGING AT 8'-0' D.C. MAXIMUM SPACING FOR ALL DIMENSIONAL LUMBER, LVL, PSL, AND LSL JOISTS, PROVIDE BRIDGING IN ALL OTHER MANUFACTURED JOISTS PER THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE SHOWN ON PLAN. D. HOLES IN WOOD CONNECTORS (FRAMING ANCHORS, JOIST HANGERS, PURLIN ANCHORS, ETC,) MUST BE FILLED WITH NAILS AS SPECIFIED BY THE MANUFACTURER, TYPICAL, UNLESS NOTED OTHERWISE. E. BOLTS THRU WOOD SHALL HAVE WASHERS UNDER NUTS. ALL BOLTS HOLES SHALL BE 1/32 TO 1/16 INCH LARGER THAN BOLTS. NUTS SHALL BE TIGHTENED SNUGLY, BUT NOT SO TIGHT AS TO CAUSE CRUSHING OF THE WOOD, DO NOT COUNTERSINK BOLTS UNLESS SPECIFICALLY NOTED, F, NAILING OF MEMBERS SHALL CONFORM TO THE FASTENING SCHEDULE IN THE IBC, TABLE 2304, 9. 1, UNLESS NOTED OTHERWISE. G, EDGE NAILING BETWEEN PANELS OF SHEATHING SHALL OCCUR ALONG A SINGLE COMMON BACK UP MEMBER, SHEATHING SHALL BE EDGE NAILED TO ALL MEMBERS ATTACHED TO DRAG STRUTS, HOLD DOWNS, FLOOR TIE ANCHORS, ETC, H. CORNERS AND INTERSECTIONS OF SHEAR WALLS SHALL BE BUILT INTEGRALLY, THE SHEATHING FROM EACH WALL SHALL BE EDGE NAILED TO A COMMON BACK UP MEMBER, I. SILL PLATES FOR SHEAR WALLS SHALL BE 2X MATERIAL (3X WHEN SPECIFIED), AND ANCHOR BOLTS SHALL HAVE A 2'X2'X3/16' SQUARE WASHER, J. LAMINATED BUILT -UP BEAMS OF 2X__ MEMBERS 10' DEEP OR LESS SHALL BE NAILED TOGETHER WITH NOT LESS THAN 16d NAILS AT 12' D.C., STAGGERED, USE (2) -20d COMMON NAILS AT ALL SUPPORTS, 2X__ MEMBERS DEEPER THAN 10' SHALL BE BOLTED TOGETHER WITH 112' BOLTS AT 16' O.C. STAGGERED WITH 2 BOLTS AT SUPPORTS PRE - FABRICATED WOOD TRUSSES 1, PRODUCT: A. PRE - FABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TRUSS PLATE INSTITUTE (TPI), ALL METAL GUSSET PLATES SHALL BE GALVANIZED AND SHALL BE DESIGNED AND MANUFACTURED AS APPROVED BY 'THE RESEARCH COMMITTEE FOR THE ICBO', 2, DESIGN: A. THE TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF THE PRE - FABRICATED WOOD TRUSSES, B. ALL PRE - FABRICATED WOOD TRUSSES SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER CURRENTLY LICENSED IN THE STATE OF IDAHO. C, THE TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING UNIFORM LOADS, DEAD LOAD (TOP CHORD) 20 PSF DEAD LOAD (BOTTOM CHORD) 10 PSF LIVE LOAD -SNOW (TOP CHORD) 44 PSF LIVE LOAD- (BOTTOM CHORD) 0 PSF (NON- CONCURRENT) TOTAL LOAD 64 PSF THEY SHALL BE DESIGNED FOR THE WIND LOADS SHOWN IN THE BASIS OF DESIGN SECTION OF THESE GENERAL NOTES, THEY SHALL ALSO BE DESIGNED IN ACCORDANCE WITH SNOW DRIFT REQUIREMENTS OF THE IBC AND ASCE 7, FOR UNBALANCED LOADS, LOWER ROOFS, OVERHANGS, VALLEYS, RIDGES, GABLES, ETC, D, THE EFFECTS OF ECCENTRIC LOADING SHALL BE CONSIDERED IN THE DESIGN OF HEEL JOINTS. E. TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER, 3. FABRICATION: A, TRUSSES SHALL BE FABRICATED IN JIGS WITH LUMBER ACCURATELY CUT TO PROVIDE FULL BEARING AT ALL JOINTS, B, LUMBER SHALL BE #2 DOUG FIR OR BETTER, C, LUMBER SHALL BE KILN DRIED. D, POSITION ALL MEMBERS AS SHOWN ON THE DRAWINGS, MAINTAINING THE TRUSS CONFIGURATION, MEMBER SIZE AND CALCULATED STRESSES FOR EACH MEMBER AS DETAILED, E. METAL GUSSET PLATES SHALL BE PRESSED INTO MEMBERS TO OBTAIN FULL PENETRATION WITH OUT CRUSHING THE OUT SIDE SURFACES OF THE WOOD. F. PLATES SHALL BE BALANCED ON THE JOINT AS THE STRESSES REQUIRE AND SHALL HAVE A MINIMUM BITE OF 3' LENGTH ON ALL MEMBERS, THE MINIMUM SIZE FOR ANY CONNECTOR SHALL BE 18 SQUARE INCHES, G. EACH CONNECTOR SHALL BE DIMENSIONED ON THE SHOP DRAWINGS AS TO THE EXACT LOCATION FOR EACH JOINT. H. A STRESS INCREASE FOR THE VALUE OF A METAL CONNECTOR FOR DURATION OF LOADING OR OTHER FACTORS WILL NOT BE ALLOWED. I, FOR TRUSSES OTHER THAN SCISSOR TRUSSES - SIZE PLATES, NAIL AND STEEL SECTION, FOR 135 PERCENT OF MEMBER FORCES, FOR SCISSOR TRUSSES - SIZE PLATES, NAIL AND STEEL SECTION, FOR 160 PERCENT OF MEMBER FORCES, 4, ERECTION: A. ROOF TRUSSES SHALL BE BRACED IN ACCORDANCE WITH THE 'LATERAL BRACING REQUIREMENTS' OF THE TRUSS PLATE INSTITUTE (TPI). B, WHERE MULTIPLE TRUSSES ARE USED, THEY SHALL BE CONNECTED TOGETHER PER THE MANUFACTURERS RECOMMENDATIONS, MASONRY VENEER 1. PRODUCT: A. LEDGERS AND LINTELS SHALL BE ASTM A36 GALVANIZED MATERIAL, B, MASONRY VENEER ANCHOR TIES SHALL BE ONE OF THE FOLLOWING. I, DOVETAIL ANCHORS, II, DW -10 SEISMIC CLIP INTERLOCK SYSTEM BY HOHMANN & BARNARD, III. ARCHITECT AND STRUCTURAL ENGINEER APPROVED TWO PIECE ADJUSTABLE HOT- DIPPED GALVANIZED TIES, 2, INSTALLATION: A. MASONRY VENEER SHALL BE INDEPENDENTLY SUPPORTED AT EACH STORY IN SEISMIC DESIGN CATEGORY D, E, OR F, B, MAXIMUM SPACING OF ANCHOR TIES SHALL BE 16' 0.C, HORIZONTAL AND VERTICAL, C. PROVIDE CONTINUOUS HORIZONTAL GALVANIZED #9 WIRE IN CENTER THIRD OF MORTAR JOINTS AT 16' O,C„ ENGAGE #9 WIRE WITH ALL ANCHOR TIES, D, MAXIMUM SPACING OF STUD BACKING SHALL BE 16' O,C, STUDS SHALL BE COVERED WITH 112' SHEATHING AND APPROVED PAPER, E. CONSTRUCTION JOINTS IN MASONRY VENEER WALLS SHALL BE PROVIDED AS PER THE ARCHITECTURAL DRAWINGS, AND SHALL BE SPACED AT A MAXIMUM OF 30' -0' D.C. FOR BRICK VENEER AND A MAXIMUM OF 15' -0' 0.C. FOR MASONRY BLOCK VENEER, PROF of JCL IAMS� ti 1 w ill i i is z d f �, ry ds I REVISIONS: DATE: MAR. 09 Lmmi JOB NO. 0813.00 r �a e FILE NAME: UPDATE: 2/2312009 a Q N Q .�i O. 8 V b a 8 BRICK VENEE EDGE NAIL, (2) #5 TOP 10" CONCRET WALL. (1) #5 0 CEI FOOTING DETAIL_ #4 X 4' -0" 0 16 EXTERIOR SLAB, SEE 10" CONCRETE FOUNDi WALL. (1) #5 0 CENTER OF 1 #4 DOWEL 0 16 FOOTING DETAIL PLYWOOD SHEAR WALL, SEE PLAN 3/4 "X14 "X3" ANCHOR BOLTS 0 24 "0. C. WITH 2 1/2" X 2 1/2" X 3/16" SQUARE WASHER Z ELEVATION MAY VAR SEE PLAN 3' -O #4 DOWELS 0 16-O.C. ao� 4" CONC. SLAB ON GRADE, SEE PLAN #4 DOWEL 0 16 FOOTING, SEE PLAN. ( 2' -O -O #4 0 16-O.C. `01 N 4" CONC, SLAB ON GRADE, SEE PLAN (2) #5 TOP & BOTTOM FOOTING, SEE PLAN. HW TW C W TB A -BAR B -BAR C -BAR D -BAR E -BAR 4' -6" 8" 1' -10" 3' -0" 12" #4012 #4012 #4012 (4) #5 #4012 6' -6" 8" 1' -10" 3' -0" 12" #4012 #4012 #4012 (4) #5 #4012 8' -6" 8" 4' -6" 5' -6" 12" #509. #4012 #6012 (5) #5 #409 10' -6" 8" 6' -6" 8' -6" 16" #709 #4012 #709 (7) #5 #509 12' -6" *12" 9' -6" 11' -6" 20" #709 #5012 #806 (12) #6 #509 * WALL THICKNESS TO BE STEPPED TO 8" AT 6' -0" ABOVE FOOTING. LAP REINFORCING 72 INCHES. DESIGN PARAMETERS; 2000 PSF BEARING PRESSURE 0.4 COEFFICIENT OF FRICTION EQUIVALENT FLUID PRESSURE 35 PCF ACTIVE 275 PCF PASSIVE RETAINING WALL SCHEDULE CONCRETE WALLS, SEE P CORNER BARS TO MATCF AND SPA. OF HORIZ. REI' WALL WALL_ DETAIL JRTAINS REINF. JRTAINS REINF. EXISTING PLYWOOD EXISTING CONCRETE WALL. EXISTING FOOTING. FOOTING DETAIL "A" BAR "B" BAR PROVIDE WEAKENED PLAN CONTROL JOINTS OR VERT. CONSTRUCTION JOINTS AT APPROX. 20'- 0 "o, c. FINISHED GRADE DRAIN PIPE, COORD. WITH SITE PLANS z 5= 0 (3) #4 CONT. C M W 3" CLR. CORNER BARS TO MATCH SIZE AND SPA. OF HORIZ. REINF. IN WALL (1) CURTAIN HORIZ. REINF, CONCRETE WALLS, SEE PLAN, CORNER BARS TO MATCH SIZE AND SPA. OF HORIZ. REINF, IN WALL (1) CURTAIN HORIZ. REINF. PLYWOOD SHEAR WALL, SEE PLAN. (2) #5 X 30" DOWELS, DRILL AND EPDXY 6" MIN EMBED, CONCRETE FOUNDATION WALL, SEE PLAN. (2) #5 X 30" DOWELS, DRILL AND EPDXY 6" MIN EMBED, FOOTING, SEE PLAN. STRUCTURAL FILL OR UNDISTURBED NATURAL SOILS, COMPACT TO 95% L'J 1 1 F FOOTING & FOUNDATION PLAN - -- 1/8" = 1' -0" NORTH j j I FF G FOOTING AND FOUNDATION NOTES 10 4" CONCRETE SLAB ON 4" FREE DRAINING GRAVEL, REINFORCE WITH #4 AT 18 EACH WAY, 02 12" THICK X 24" SQUARE THICKENED SLAB BELOW FOLDING PARTITION COLUMN. �EO PROF a te of �aa �� y` / tL I AMS �P ° o gi a N QD rA U O�� Z • O QN a M p M r� N r N_ � � N M Hp 00 ZOO N v a REVISIONS: E E FILE NAME: UPDATE: 2/23/2009 nae�emi ov re FOOTING SCHEDULE BEARING PRESSURE = 2000 PSF MARK WIDTH LENGTH THICK, BOTTOM REINF. TOP REINF. NOTES F -3 3' -0" 12" (3) - #5 E. W, F -2C 2' -0" CONT. 12" (2) #5 L. W. C.W. = CROSSWISE E.W. = EACH WAY L.W. = LENGTHWISE 1. ALL FOOTINGS SHALL BEAR ON PROPERLY PREPARED MATERIAL. SEE THE SITE PREPARATION NOTES. 2, ALL FOOTINGS SHALL BE CENTERED BELOW THE WALL AND / OR COLUMN ABOVE, TYP., U.N.O. 3. ALL EXTERIOR FOOTINGS SHALL BEAR BELOW THE EFFECTS OF THE FROST. 4. PROVIDE A 2X4 BEVELED KEY WAY IN ALL CONTINUOUS WALL FOOTINGS, 5. PROVIDE DOWELS WITH STANDARD HOOKS FROM FOOTINGS TO ANY REINFORCED ELEMENT ABOVE WITH SIZE AND SPACING TO MATCH VERTICAL REINFORCING IN ELEMENT ABOVE. 6. PROVIDE MINIMUM COVER FOR ALL REINFORCING PER GENERAL NOTES. 7. ANY INCREASE IN THE SIZE OF FOOTINGS SHOWN MAY REQUIRE ADDITIONAL REINFORCING, COORDINATE WITH THE ARCHITECT AND STRUCTURAL ENGINEER, 8. PENETRATIONS THROUGH FOOTINGS ARE NOT ALLOWED, UNLESS APPROVED BY THE ARCHITECT AND /OR STRUCTURAL ENGINEER IN WRITING PRIOR TO CASTING FOOTINGS. 9. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. G FOOTING AND FOUNDATION NOTES 10 4" CONCRETE SLAB ON 4" FREE DRAINING GRAVEL, REINFORCE WITH #4 AT 18 EACH WAY, 02 12" THICK X 24" SQUARE THICKENED SLAB BELOW FOLDING PARTITION COLUMN. �EO PROF a te of �aa �� y` / tL I AMS �P ° o gi a N QD rA U O�� Z • O QN a M p M r� N r N_ � � N M Hp 00 ZOO N v a REVISIONS: E E FILE NAME: UPDATE: 2/23/2009 nae�emi ov re 0 s SEE PLAN FOR BEAM SIZE AND LOCATION. EDGE NAIL SHEATHING, SEE PLAN .,ANGLE BLOCKING MEMBER SHEAR WALL BLOCKING 2X1O BEVELED WITH (3) 8d 0 12 "O.C. ROOF SHEATHING, SEE PLAN. CENTER LINE OF FOLDING PARTITION. 1/2' SHEATHING CONT. STUD WALL. (3) 2X10 (CUT TO 8.1/2' BELOW FOLDING PARTITIOI HEADER IN 2X6 WALL WIl 2X6 STUD EACH SIDE, PSON ST22 EACH SIDE 2X6 KING POSTS, TYP, UNO, 2X6 CRIPPLE STUD, TYP. 8d ® 6 "O.C. WOOD JOIST, SEE PLAN. EXISTING ROOF SHEATHIN PLAN. ST18 BY SIMPSON OR EC EACH JOIST, ROOF SHEATHING, SEE PI 1 "X4" WEB STIFFENER EA SIDE OF JOIST WITH (4) NAILS. WOOD JOIST, SEE PLAN. SIMPSON MIU 3.56/11 FA MOUNT HANGER OR EQUI JOIST DETAIL 8d COMMON ROOF SHEATH SIMPSON H7 4 EDGE NAIL. WALL SHEATHI TRUSS DETAIL ROOF SHEATHING, SEE PLAN 2X4 STUD WALLS ® OVER BUILD. ROOF SHEATHING, SEE PLATS REMOVE OVERHANG AS REQ AT EXISTING JOISTS. FULL HEIGHT TJI BLOCKING BETWEEN EACH JOIST W/ (E 16d NAILS THROUGH BOTTOI FLANGE INTO TOP PLATE BELOW. (4) 16d NAILS FROM JOIST TOP PLATE. CENTER LINE PARTITION. 1/2" SHEATHI STUD WALL. (3) 2X10 (CU BELOW FOLDIP HEADER IN 2, 2X6 STUD EA EXISTING LEDGER. EXISTING ROOF TRUSS. EXISTING WOOD BEAM. SOLID BLOCKING ROOF TRUSS SIMPSON A35 ® EACH TRUSS 2X6 PLYWOOD SHEAR WALL, SEE PLAN. (2) 16d NAILS 0 EACH JOIST. WOOD JOIST W/ SIMPSON H5 CLIP, SEE PLAN, EXISTING 2X6 PLYWOOD SHEAR WALL. G F (3 01 ROOF FRAMING PLAN 1 /8" = I' - °" NORTH ROOF FRAMING PLAN NOTES ® ROOF SHEATHING SHALL BE 19/32" A.P.A. RATED WOOD STRUCTURAL PANELS, EXPOSURE 1, WITH MINIMUM SPAN INDEX OF 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, TWO SPAN MINIMUM. ATTACH TO SUPPORTS WITH 8d COMMON NAILS ® 6" O.C. AT ALL SUPPORTED PANEL EDGES, DRAG STRUTS, BOUNDARIES, AND /OR SHEAR WALLS, 12" O.C. IN THE FIELD. 02 WALL SHEATHING SHALL BE 7/16" A.P.A. RATED WOOD STRUCTURAL PANELS, EXPOSURE 1, WITH MINIMUM SPAN INDEX OF 32/16. ALL PANEL EDGES SHALL BE FULLY BLOCKED. ATTACH TO SUPPORTS WITH 8d COMMON NAILS: 6" O.G. AT ALL PANEL EDGES, STRAPS, AND /OR BOUNDARIES, 12" O.C. IN THE FIELD. SEE DETAIL 3/S2 FOR EDGE NAILING. Q3 OVER BUILD, USE 2X4 STUD WALLS ® 24 "O.C. SEE DETAILS 5/S2 AND 6/S2. SPACE STUDS ® 24 "O.C. WHERE JOISTS ARE SPACED 0 12 "O.C., STAGGER STUDS ON ADJACENT JOISTS. �4 ALL STUD WALLS SHALL BE 2X6 STUDS CAD 16" O.C. EXCEPT AT NORTH AND SOUTH WALLS EAST OF GIRDER TRUSS USE 2X6 STUDS 0 12" O.C. ALIGNED WITH TRUSSES. �5 INFILL WALL AT EXISTING WINDOWS WITH 2X6 STUD WALL AND SHEATHING, FINISH AS REQ'D BY ARCH. Q6 REMOVE EXISTING ROOF SHEATHING AS REQ'D TO TO INSTALL NEW JOISTS. NEW ROOF SHEATHING SHALL BE 19/32" A.P.A. RATED WOOD STRUCTURAL PANELS, EXPOSURE 1, WITH MINIMUM SPAN INDEX OF 40/20. APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. TWO SPAN MINIMUM. ALL PANEL EDGES SHALL BE FULLY BLOCKED, ATTACH TO SUPPORTS WITH 8d COMMON NAILS ® 4" O.C. AT ALL SUPPORTED PANEL EDGES, DRAG STRUTS, BOUNDARIES, AND /OR SHEAR WALLS, 12" O.C. IN THE FIELD. �7 ROOF TRUSSES SHALL BE AT 24 AND SHALL BE DESIGNED BY SUPPLIER AND SHOP DRAWINGS SHALL BE PROVIDED AND SHALL BE STAMPED BY AN ENGINEER LICENSED IN IDAHO, CONFIGURATIONS OF TRUSSES SHALL BE AS REQ'D BY DESIGN AND TOP AND BOTTOM CHORD NUMBERS SHALL BE 2X6 MINIMUM AND WEB MEMBERS SHALL BE 2X4 MIN. DESIGN CRITERIA SHALL BE AS PER THE GENERAL NOTES AND SPECIFICATIONS. ® TIE TOP PLATES TOGETHER WITH SIMPSON LTP5 CONNECTOR OR EQUAL. O9 (4) 1.3/4" X 11.7/8" LVL'S 0 FOLDING PARTITION. O © � N U u O� r/] Q O 00 c� C (3 2 N cq M ® 00 Z�O N U • i Akio Akio DATE: MAR. 09 JOB NO. 0813.00 i i' i FILE NAME: UPDATE: 2/2312009 DRAWN BY: CS NV t ALLVTYLU 4 S G SECT I ON 5GALE: 1/4" = 1' -0" T F -14A 4 140 @ I UPPER LEVEL PLAN - MECHANICAL :I _ t L ------- - - - --- :E E 20 E E E ",- F -13A 4 I30 O F -1413 4 14D 25 7 G PLAN NOTES: 38 EXI51% RETURN AIR GRILLE TO REMAIN. O DROP DUGTWORK INTO GEILIN6 SPACE OF NEW ADDITION AND RUN TO NEIA DIFREER5 AS SHOWN. ® R15E DUCTWORK INTO ATTIC SPACE AND CONNECT TO NEW RETURN AIR DUCTWORK AS SHOW 41 INSULATE 1NE^l DUCTWORK INSTALLED IN ATTIC SPACE WITH 1 -1/2' THICK THERMAL DUGTK AP. 42 NEN REFRI6ERANT PIPIN6 BEYOND. GENERAL NOTES: I. THE CONTRACTOR SHALL GHECK AND VERIFY ALL DIMENSIONS AND CONNEGTION5 ON THE JOB. ALL WORK SHALL BE EXECUTED FROM MEA5UREMENT5 TAKEN AT THE SITE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE PROPER GORE CLEARANCES FOR EEGTRIGAL AND MEGHANIGAL AGGE55 WHEN INSTALLIN6 ANY EQUIPMENT SUPPLIED BY THE MEGHANIGAL OR ELECTRIGAL CONTRACTOR 3. IT 15 CRITICAL THAT TH15 CONTRACTOR COORDINATE EQUIPMENT LOCATION WITH PIPING, DUCTWORK, ELECTRICAL CONDUIT AND BUILDING STRUCTURE TO INSURE CODE GOMPLIANGE. PLAN MOTES: O INSTALL NEW VERTICAL VENT TERMINAL A55EM8LY IN EXISTIN6 ROOF FOR NEW FURNACE. CUT AND PATCH EX15TIN6 ROOF AS REQUIRED TO INSTALL. O EXTEND EX15TIN6 FIRE SPRINKLER 5Y5TEM TO NEW ADDITION TO MEET NFPA 13 REQUIREMENTS. ® MODIFY EX15TIN6 FIRE 5PRIWJ -ER 5Y5TEM FOR NEW WALL5 TO MEET NFPA 13 REQUIREMENTS. 37 INSTALL FILTER RACK AND FILTER AT DUCT CONNEGTION TO 51DE OF FURNACE. rlYIATIIJA f= :�Jl��J1►��7 >-- NEW 4' COT6 T MAIN LEVEL FLOOR PLAN - MECHANICAL N�� 5GALE: 1/8 = 1 1 -0 11 FLAN NOTES: O RISE DUGTYNORK THRU EX15TIM ROOF 5TRCTURE INTO CEILING SPACE OVER ADDITION AND RUN AS SHOWN. 31 CONNECT NEN 12x8 OUTSIDE AIR DUCTWORK TO EX15TIN6 OUTSIDE AIR DUCT AS 5HONN AND RUN TO NEN FURNACE 5Y5TEM WITH MOTORIZED DAMPER, ACGE55 PANE_ AND HAND DAMPER. CONNECT MOTORIZED DAMPER TO NEW T -7350 THERMOSTAT. BALANCE HAND DAMPER TO GFM 5HOWN IN OUTSIDE AIR BALANCE SCHEDULE. 32 RUN 3/4' CONDENSATE DRAIN PIPING FROM NEm RJRNACE AND OX COOLI N6 COIL TO EX15TIN6 CONDENSATE RECEPTOR O TYPICAL FLEXIBLE CONINEGTION. FLAN NOTES: 16 INSTALL NE^l T -7350 REMOTE SENSOR WITH BLANK COVER ON WALL AND CONNECT TO NEW T -7350 T -5TAT NEXT TO FURNACE ON UPPER LEVEL IN SERIES WITH OTHER SENSORS IN ZONE. 17 INSTALL NEW T -7350 REMOTE 5EN5OR W/ OVERRIDE, WARMER AND COOLER BUTTONS AND NO 5EN51N6 ABILITY ON WALL AND CONNECT TO NEW T=1350 T-STAT NEXT TO FURNACE ON UPPER LEVEL IN SERIES WITH OTHER SENSORS IN ZONE. 18 NEK L16HT FIXTURE BY DIVISION 26. (TYPICAL) Iq EXISTIN6 EXHAUST FAN TO REMAIN. 20 EXISTING REFRI6ERANT PIPIN6 TO REMAIN. 21 EX15TIN6 6A5 PIPIN6 TO REMAIN. O R15E REFRIGERANT PIPIN6 FROM OX COOLIN6 GOIL AS HI6H AS P05SIBLE AND RUN AS SHOWN TO NEW GOBI % UNIT. INSTALL TRAP AT BOTTOM OF RUSE. 6RADE PIPING DOM IN DIRECTION OF C.ONDEN51N6 UNIT. O CONNECT NEW 3/4" 6A5 PIPIN6 TO EX15TIN6 6A5 MAIN PIPING, RUN TO NEW FURNACE AND GONNEGT. 24 EXI511% FURNACE AND OX GOOLI N6 COIL TO REMAIN. O EX15TIN6 T -5TAT5 AND RELAY PANELS TO REMAIN. 2b INSTALL NEW T -7350 T-5TAT ON WALL NEXT TO NEW FURNACE. CONNECT TO NEW FURNACE, COW UNIT, MOTORIZED OUTSIDE AIR DAMPER, REMOTE 5EN5OR5 AND COMMUNICATION LINE TO ADJACENT T- 5TAT5. 27 CONSTRUCT 8" H16H WOOD BASE WITH 2x8 STUDS AND 3/4" THICK GDX PLYWOOD ON TOP AND PLACE UNDER NEW FURNACE. INSTALL 6ALLVANIZED DRAIN PAN ON TOP OF WOOD BASE UNDER FURNACE AND RUN 3/4 DRAIN LINE FROM DRAIN PAN TO EXIST. CONDENSATE RECEPTOR ALSO INSTALL NEOPRENE VIBRATION ISOLATION PAD UNDER EACH CORNER OF FURNACE SET IN DRAIN PAN. 28 CONNECT FURNACE TO NEW T -7350 CONTROL SYSTEM. O R15E NEW SUPPLY AND RETURN AIR DUCTWORK FROM FURNACE SYSTEM AS H16H AS P0551BLE AND RUIN TO NEW ADDITION AS SHOWN. COORDINATE E_XAGT ROUTING WITH EXI5TIN6 DUCTWORK AND PIPIN6. 5ERVIN6 AREA [ PLAN NOTES: (D EXI5T1N6 PLUMBING FIXTURE TO REMAIN. �2 REMOVE EXISTIN6 GLEAN OUT TO 6RADE AND EXTEND EX15TIN6 4' WA5TE LINE UNDER NEW ADDITION TO NEW 4' GLEANOUT TO 6RADE. �3 EXIST. DUCTWORK, 6RILLE5 4 RE615TER5 TO REMAIN. n4 GEILIN6 DIFFUSER TO REMAIN. O BALANCE EXI5TIN6 CEILING DIFFUSER TO CFM SHOWN. 0 REPLACE EX15TIN6 GEILIN6 DIFFER WITH NEW. BALANCE TO GFM SHOWN. O DROP 143 -4 UNLINED DUCT DOWN IN WALL TO NEVI RETURN AIR GRILLE NEAR FLOOR DROP 147 -4 UNLINED DUCT DOM IN WALL TO NEW RETURN AIR 6RILLE NEAR FLOOR O EX15TIN6 CONDENSING UNIT TO REMAIN. 10 RELOCATE EXISTI16i CONDENSING UNIT AS SH01n0N. II CONNECT IEK GONDEN51% UNIT TO NEW T -7350 CONTROLS FOR NEW ADDITION. 12 EXTEND EXISTIN6 REFRI6ERANT PIPING AND METAL COVER TO RELOCATED EXI5nN6 CONDEN51% UNIT AND REGONNEGT. 13 DROP NEW REFRIGERANT PIPING DOWN IN NEON WALL AND RUN OUT THRU WALL TO NEW CONDENSING UNIT. 14 COVER EXPOSED RE PJ6ERANT PIPIN6 WITH 18 6A 6ALVANIZED SHEET METAL COVER COMPLETE WITH 24 6A PRE- FIN5HED METAL 5KIK COLOR OF PREFIN15HED METAL TO MATCH OTHER COVERS. 15 EX1511146 REMOTE SENSOR TO REMAIN. ENGINEERED SS �ONAL F ESA SYSTEMS �c,1ST£RF� /yF� ASSOCIATES a 315 WEST CENTER 5 762 83 04 POCA IDAHO PHONE: (208) 233 -0501 FAX: (208) 233 -0529 F C S�0 ESA JOB NUMBER: 08134 i 6 V � • • ------------------------------------------- • - - - - - --- r/� : a 0 0 � o C� v O C Q tC z 0 H U W 9 a a O O a w v v w REVISIONS: C LDRAWNGNO. N JOB Na a 32 r : Q S S t� 4 EXHAUST APPROX 6' IIIII III INTAKE RUN TO DRAIN SLOPE AT 1 14 m 18' MINIMUM ABOVE AVERA6E SNOW AGGH LAT ION — FL AISHIN6 — ROOF NOTE: U5E EXTENSION KIT NECESSARY TO AU-EIVE CLEARANCE ABOVE SNOW LEVEL. EXHAUST INTAKE 20 6A 6ALVANI2ED SHEET METAL STRAP CA-AMP %;; • • - :- DX GOOLI N6 COIL COOLING COIL CONDENSATE DRAIN DETAIL NO scue NO 5GALE 20 6A 6ALVANI2EV SLED& ALLOW PIPIN6 TO MOVE FREELY THRU SLEEVE 1/2' 3/4" 'J ;a S'.�i TRAP SHUTOFF VALVE 6A5 LINE 111 �— DIRT LE6 UNION FLEXIBLE H05E C044EGTION FURNACE DRAIN PIPIN6 DETAIL NO 5GALE 2' i - (1) 410 X 2" WOOD SGREWS ® EACH TRUSS CHORD (TYP) ++ I L� 1 TRANSVERSE REIN=ORGIN6 (1) i i 'y7" ♦'iV 7'i i' i 1 ♦' i i "�►' ♦'r' AT JOINTS �nC DRIB SLIP H JH DlMffblON OF �4���► ����! f' r" �i��: Oer' �i �' �► �iA�% A '.���:►���i�:'i►:►�iwi►:►!1`�� REINFORCING ANGLE 51ZE AND MAXIMUM LON6ITUDINAL LONGEST SIDE, 6AU6E (ALL SPAGII� BETYEEN i�r r • u r- FURNACE DRAIN PIPIN6 DETAIL NO 5GALE 2' i - (1) 410 X 2" WOOD SGREWS ® EACH TRUSS CHORD (TYP) ++ I 1" AGOUSTIGAL DUCT 1 -1/4' MIN. LIFER ON INTERN PENETRATION OF DUGT.--\ - I" x 18 6A6E STRAP HANGERS AT 8' -0' SPAGIN6. 24' MAX TO FIRST SUPPORT V 4 0 BRANCH T� K EOFF FIrnN6 I I WINS NUT - REGTANIALAR SUPPLY DUCT #10 X 3/4" SELF - TAPPING 6ALVANZED SHEET METAL SCREWS TO ANCHOR STRAPS TO DUCT. ALL STRAP' TO BE 11614T A6AINIS DUCT AND SUPPORT MEMBERS.(TYPICAL) e NO 5GALE HANDLE ,.r r • ar F • r W •:- GEILIN6 GEILIN6 DIFFUSER GEILIN6 DIFFUSER DETAIL WITH RI6117 DUCTWORK NO xuE FLEXIBLE 6A5 CONNECTOR. 18' MAX. 3/4" a u v >` Wqw i I � • • Oki • i •• N DETAI NO 5GALE TRANSVERSE REIN=ORGIN6 (1) i i 'y7" ♦'iV 7'i i' i 1 ♦' i i "�►' ♦'r' AT JOINTS �nC DRIB SLIP H JH DlMffblON OF �4���► ����! f' r" �i��: Oer' �i �' �► �iA�% A '.���:►���i�:'i►:►�iwi►:►!1`�� 1" AGOUSTIGAL DUCT 1 -1/4' MIN. LIFER ON INTERN PENETRATION OF DUGT.--\ - I" x 18 6A6E STRAP HANGERS AT 8' -0' SPAGIN6. 24' MAX TO FIRST SUPPORT V 4 0 BRANCH T� K EOFF FIrnN6 I I WINS NUT - REGTANIALAR SUPPLY DUCT #10 X 3/4" SELF - TAPPING 6ALVANZED SHEET METAL SCREWS TO ANCHOR STRAPS TO DUCT. ALL STRAP' TO BE 11614T A6AINIS DUCT AND SUPPORT MEMBERS.(TYPICAL) e NO 5GALE HANDLE ,.r r • ar F • r W •:- GEILIN6 GEILIN6 DIFFUSER GEILIN6 DIFFUSER DETAIL WITH RI6117 DUCTWORK NO xuE FLEXIBLE 6A5 CONNECTOR. 18' MAX. 3/4" a u v >` Wqw i I � • • Oki • i •• N DETAI NO 5GALE (I) TRANSVERSE REINEORCIN6 51ZE 15 DETERMINED BY DIMENSION OF 51DE TO WHICH AN6LE 15 APPLIED. NO 5GALE GRIP NAILS SHALL BE INSTALLED BY 6RIPNAIL AIR HAMMER OR BY AUTOMATIC FASTENER EQUIP. 12" O.G. MAX. (TYPJ —v- 565REN SLEEVE SECURELY TO 2x4 13RAGINI6. SGRENI HEAD TO 13E INSTALLED INSIDE OF SIEVE (TYPICAL OF 4) DUCT LINER LINER TO BE ADHERED TO ALL ENDS OF LINER TO BE DUCT W400% ADFE51VE NOT MORE THAN 2' COATED NTH ADHESIVE. SEE SPECIFICATIONS. FROM EDGE OF LINER SEE SPECIFICATIONS. OUGT L I NPR Or NO 5GALE NO 5GALE SS \oNAL £ IS TER /4 5762 C. ENDS OF LINER SHALL BE BUTTED FIRMLY TO TOP AND BOTTOM (" THICK DUCT SECTION OF LINER LINER SHALL OVERLAP THE SIDES i SHEET METAL DUCT -� 24' MAX. TO FIRST SUPPORT DUCT RECTANGULAR SUPPORT DUCT NTH I FAC40USTICAL LINER FULLY GASED DX COOLING COIL m ,, =P z i, • it � • WOOD BASE GONSTRUGTED WITH 2x8 5TUD5 AND 3/4' THICK GDX PLYWOOD TOP - MAIN AIR DUCT NOTE: L =I/4 W (4' MINIMUM) L I P a USE DAMPER YEN 450 INDICATED ON FLOOR PLAN AIR BRANCH DUCT ( TYPIGAL) R DUCT Ge)NNEGTI DN Or-TAIL DROP FROM MAIN. SEE PLAN FOR SIZE. MANJAL MAIN UPFLOW OR SHUT -OFF VALVE DOYfLOW 6A5 FURNACE 6ROUND JOINT UNION---- W A U an ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO DATE: 83204 WA a PHONE: (208) 233 -0501 FAX: (208) 233 -0529 Joe No ESA JOB NUMBER 08134 010 DRAWING NO. M291 TRANSVERSE REIN=ORGIN6 (1) MINIMUM AT JOINTS �nC DRIB SLIP H JH DlMffblON OF SHEET METAL REINFORCING ANGLE 51ZE AND MAXIMUM LON6ITUDINAL LONGEST SIDE, 6AU6E (ALL SPAGII� BETYEEN M R REIN- INCHES FOUR SIDES) TRANSVERSE -OIL WR INTERMEDIATE REINEORGIN6 IN. PLAIN 5 SLIP HEMMED 5 SLIP ALTERNATE BAR SLIP FORGED BAR SLIP REGOrf MENDED REGOM MEN REGOM MENDED REGOM MENDED 6AU6 6AU6E 6AU6E 6AU6E UP THRU 12 26 NONE REQUIRED 1 26 26 24 24 13-18 24 NONE REQUIRED 1 24 24 24 24 Iq-30 24 I'xl'xl /8" A 60 IN I - 24 24 24 (I) TRANSVERSE REINEORCIN6 51ZE 15 DETERMINED BY DIMENSION OF 51DE TO WHICH AN6LE 15 APPLIED. NO 5GALE GRIP NAILS SHALL BE INSTALLED BY 6RIPNAIL AIR HAMMER OR BY AUTOMATIC FASTENER EQUIP. 12" O.G. MAX. (TYPJ —v- 565REN SLEEVE SECURELY TO 2x4 13RAGINI6. SGRENI HEAD TO 13E INSTALLED INSIDE OF SIEVE (TYPICAL OF 4) DUCT LINER LINER TO BE ADHERED TO ALL ENDS OF LINER TO BE DUCT W400% ADFE51VE NOT MORE THAN 2' COATED NTH ADHESIVE. SEE SPECIFICATIONS. FROM EDGE OF LINER SEE SPECIFICATIONS. OUGT L I NPR Or NO 5GALE NO 5GALE SS \oNAL £ IS TER /4 5762 C. ENDS OF LINER SHALL BE BUTTED FIRMLY TO TOP AND BOTTOM (" THICK DUCT SECTION OF LINER LINER SHALL OVERLAP THE SIDES i SHEET METAL DUCT -� 24' MAX. TO FIRST SUPPORT DUCT RECTANGULAR SUPPORT DUCT NTH I FAC40USTICAL LINER FULLY GASED DX COOLING COIL m ,, =P z i, • it � • WOOD BASE GONSTRUGTED WITH 2x8 5TUD5 AND 3/4' THICK GDX PLYWOOD TOP - MAIN AIR DUCT NOTE: L =I/4 W (4' MINIMUM) L I P a USE DAMPER YEN 450 INDICATED ON FLOOR PLAN AIR BRANCH DUCT ( TYPIGAL) R DUCT Ge)NNEGTI DN Or-TAIL DROP FROM MAIN. SEE PLAN FOR SIZE. MANJAL MAIN UPFLOW OR SHUT -OFF VALVE DOYfLOW 6A5 FURNACE 6ROUND JOINT UNION---- W A U an ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO DATE: 83204 WA a PHONE: (208) 233 -0501 FAX: (208) 233 -0529 Joe No ESA JOB NUMBER 08134 010 DRAWING NO. M291 m N 4 4 u. r- AND OX COOL I N6 COIL SCHEDULE &67 A. E.A.T. L.A.T. 6A5 OX 000LINI6 COIL PIPING OUTPUT ! ELEV. TYPE B.T.U. EAT. LAT. I MAX. PD. LIQUID 5UG110N GD. SEE SEE rvilymm REFRI 6E1ANT F I P I N6 LE6 SYMBOL DE5GRIPTION 5YMBOL DE5GRIPTION o LIQUID LINE I-I�� ---.. .....-•- ........................ ...... TRAP -ONE PIECE FACTORY FABRICATED / L - ... ................................... EQUIPMENT SYMBOL f::0 CEILIN6 RETURN AIR M 5 5UGTION LINE ®6 GEILIN6 DIFFUSER g5 °F SUPPLY AIR - -- •-- - - - - -- --- - - - - -- ............. ........ ------..... .------ --...................... ----------- - - - - -- ........................ ----------- - - - - -- -- - - - - -- -- ---- •----------- ---------------- - - - - -- RA EXPANSION VALVE - i WALL ANCHOR OA MOISTURE INDIGATIN6 516HT 6LA55 -- - 5U5PENDED PIPE SUPPORT --- - - - - -- REF .._ ------------- - - - - -- - -- ----- - - -... - -- -- REFTt168ZANT ...........------- - - - - -. - --------------------------- ....... - -- - Mp }—} MOTORIZED DAMPE3? 4 ACCESS O FILTER DRYER � --1 EXTERIOR PIPE 5UPPORT obi DX COOLIN6 COIL CONDEN51% UNIT ------------ - ----- ------- - - - - -. ----- - - - - -- --------- ...... ................... -------------- ........ --- � CT TAI RETURN AIR DUCT TAKE -OFF ROOF OR GEILIN6 J015T 3/8' x 3' LA6 SGREW WITH WA5HER INSULATION ON SUGTION LID'S HAIR RODS Z Ito CEILING In CHANNEL ('UNISTRUT' OR FEE 4 MASON) OX COIL IOSTATIG NON VALVE UALIZIN6 LINE SECURE REFRIGERANT PIPIN6 TO SUPPORTS WITH 0 HYDRA -ZOR5 'GUSH -A- CLAMP' OR EQUAL (TYPICAL). SUSPENDED PIPE SUPPORT NO 5GALE INSULATION AROUND SUCTION LINES � I SECURE REFRI6ERANT PITCH PIPING TO SUPPORTS 12 WITH 'UNNISTRUT' PIPE i-�- CLAMP OR EQUAL. } I UNISTRUTT P1026 i UNISTRUT WIDTH TO BE 8' I Z20 6AU6E 6ALVANIZED LARGER THAN 15 REQUIRED 16' LOW (fYPJ FOR ALL PIPING. 3 /8"lV EXPANSION I / BOLTS 3' LON6. - 4' MINIMUM —TRAP - ONE PIECE FACTORY FABRICATION EQUALIZING LINE SHALL BE THERMAL B� CONNECTED IN STRAI6HT 5EGTION OF SUGTION LINE AFTER THEI;04AL BULB. (NOT ALLOYED IN VERTICAL LINE5) REFR 16FRANT CO IL CONNECTION DETAIL W 5GALE NOTE. PAINT ANGLE SUPPORT5 TO MATCH BUILDIN6 FADE BRICK COLOR (TYPICAL). INSTALL REMOVABLE PWIN15FEP METAL COVERS OVER ALL 51614T 6LA55B 18 6A 1 6E 6ALVANIZED SHEET METAL PROTECTIVE COVER COMPLETE WITH 24 6A. PREFIN15HED METAL SKIN. COLOR TO BE SELECTED BY THE ARCHITECT. RUN FROM CONDEN51% UNIT TO BUILDIN6. 1 -5/8" x 1-5/8' UNISTRUT CHANNEL (6ALVANIZED) (TYPE. P05T PLATE L N15TRUT P2012A (TYP). ANCHOR TO SLAB. GONGRETE EQUIPMENT PAD y REFRIGERANT PIPE SUPPORT DE BUTT INSULATION OF SUCTION ` LINE AGAINST GI..AMP ASSEMBLY SECURE REFRI6ERANNT PIPING TO SUPPORTS WITH 'GUSH- A-aAMP BY 'HYDRA ZORB' OR EQUAL - IN5ULATION - SUGTION LINE - NOTE: LIQUID LINE 51MILAR NO 5GALE 10" I M-LOW 1 3/4 11201 I IOOp00 WOO 78,120 65 °F I10 ° F NAT. 48,000 -r5 ° F 55 ° F .25" G. UNIT G. UNIT 3/4" 5GHED. 5GHED. E5 REMARK5 Q 'GAS INTAKE F_)(IiA115T TRANE MODEL TUXIDIOOAg601A FURNACE WITN HIGH 3/4' 3" PYG 3" P1/G ALTITUDE KIT AND 2/4TXGG04gBG3HGA FULLY CASED DX COOLI N6 COIL W/ THERMAL. EXPANSION VALVE AND VERTICAL VENT TERMINAL A55EM BLY. �I NO SUBSTITUTIONIS TO MATCH BRAND OF FA5TI% FURNACES AND DX COOLING COILS MECHANICAL LEGEND 5YMBOL DESGRIPTION 5YM80L DE5GRIPTION o PLAN NOTE ..--- ........... ---- ................. --............. ----------- - - - - -- I-I�� ---.. .....-•- ........................ ...... A LLE 5 (� IR -------- - ----- --•----- ----------------------- ---------------------- ------------------------- ------ e - ... ................................... EQUIPMENT SYMBOL f::0 CEILIN6 RETURN AIR M COT6 --- GLEANOUT TO 6RADE ®6 GEILIN6 DIFFUSER g5 °F SUPPLY AIR - -- •-- - - - - -- --- - - - - -- ............. ........ ------..... .------ --...................... ----------- - - - - -- ........................ ----------- - - - - -- -- - - - - -- -- ---- •----------- ---------------- - - - - -- RA RETURN AIR - i HAND DAMPER OA OUT5IDE AIR -- - m® --- - - - - -- REF .._ ------------- - - - - -- - -- ----- - - -... - -- -- REFTt168ZANT ...........------- - - - - -. - --------------------------- ....... - -- - Mp }—} MOTORIZED DAMPE3? 4 ACCESS O ELECTRONIC THERVIOSTAT � --1 tJ5 REMOTE SENSOR RECTANGULAR AND ------------ - ----- ------- - - - - -. ----- - - - - -- --------- ...... ................... -------------- ........ --- � CT TAI RETURN AIR DUCT TAKE -OFF O LOCAL ........................... .. ..................................................................................................... ATG PANE ............................... ------- - - - - -- .......... ------- --- - - - - -- r.. -- ---- ..._...----------- - - - - -- --.. ...... -------.................. - - - -- ---------------- TURNING VANES c PIPE DROP 0— ------- - - - - -- -•• --- - - - - -- PIPE RISE ---------------- ..........------------ - - - - -- .. DUCT TRANSITION - - - - - - - SOIL OR WASTE PIPIN6 Lar .1A. _6 2.L_ �� AIL --- ►. .r ---------------- ------- •-------------------- ....... G - ....................... ...............-----------------•-•----------------. ................................. 6A5 PIPING ----..... .------------------------ - - - - -- ....... ------------------------- --- ....... -- ----------------..........------------------------........-------------- ...----------------- - - - - -- € I HORIZONTAL FIRNACE GD ................. ____ CONDENSATE DRAIN LINE ............................ __­ .................. ......................... ....... ...... L ---- - - - - -- ------------------------ •...... RERI6fRANT LIQUID LINE ----- - - - - -- ------------ - - - - -- ----------------------------------------------- - - - - -- rE CONDEN51% UNIT S RE19RI6ERANT SUCTION LINE , THERM05TATIG BULB TO BE AS WALUbg ON VERTICAL LINES) FACE BRICK 6 "X4'XI /4" AN6LE ANCHORED TO STRUCTURE WITH 1/2'x3 -1/2' EXPANSION BOLTS. PIPE SLEEVE THRU WALL. SEAL ALL AROUND VELD BOTH 51PB (TYPI( AL) -- A NOTES: I. THE MEGHANNIGAL CONTRACTOR SHALL VERIFY MOTOR VOLTA6E5 WITH THE ELECTRICAL DRANN66 BEFORE ORDERING MOTORIZED EGAJIPMENNT AND CONTROLS. MOTOR NAME PLATE VOLTA6E SHALL BE NEMA STANDARD 200 VOLT FOR 208 VOLT THREE PHASE OR 51N6LE PHASE SYSTEM, AND SHALL BE NEMA STANDARD 230 VOLT FOR 240 VOLT THREE PHASE OR 51N6LE PHASE SYSTEM. STARTER HEATERS INSTALLED SHALL BE COORDINATED WITH THE NAME PLATE DATA. 2. 5.G.F.M. L15TED 15 STANDARD AIR COIL SECTION REFRIGERANT PIPING DIAbRAM FINNISH GRADE 3/4' 1/8 G.I. BEND - G.I. WASTE LINE. LEN6TH TO SUIT. -�- WA5TE LINE SS�ONAL £NG �GIS TFR�. GONDENS SCHEDULE I N6 UNIT SCHEDULE SYM. BTU EAT CHAR MCA MF5 SEER REFF, PIPE 51ZIN6 REMARKS O LIGA11D SUCTION ®6 48,000 g5 °F 208/60/3 16.0 13A R -22 I/2" I -I/8' TRANE MOs- 2TTA3048A3000A W/ 0 °F LOW AMBIENT HARD START KIT. �I NO 51B5TITUTIONS TO MATCH BRAND OF EXISTIN6 CONDEN51146 UNITS ID NO 5UB5TITUTION5 TO MATCH BRAND OF FA5TIN5 DIFFU5ER5 AND RETURN AIR GRILLES. OUTSIDE AI BALANCE SCHEDULE SYSTEM AREA SERVED AIR SYSTEM CIA CI A ` . DUCT SIZE I6 NEK ADDITION 1600 300 12x8 mmm =m fflp ORM ====lp m® r -- �LL r Ir i i • r v � ar • .. il. . - Lar .1A. _6 2.L_ �� AIL --- ►. .r Qr r - ml ID NO 5UB5TITUTION5 TO MATCH BRAND OF FA5TIN5 DIFFU5ER5 AND RETURN AIR GRILLES. OUTSIDE AI BALANCE SCHEDULE SYSTEM AREA SERVED AIR SYSTEM CIA CI A ` . DUCT SIZE I6 NEK ADDITION 1600 300 12x8 • .. s Y •_ • :S i as r • h W A COD U U � ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO DAZE: 83204 wit a PHONE: (208) 233 -0501 FAX: (208) 233 -0529 ,CID Na ESA ,roe NUMBER: 08134 0° DRAWING N0. M2.2 s s s 04 J-80X SEE NOTE #70 - HRE NUT COMREGTOR5 (SPLICE IN BOX) — WIRE NUT COMNEGTOR5 (SPLICE IN BOX) 8 PROBE DS-1 04 J HOX r nrn Y Y2 6 60- 6REY W2 Y YIO- O Y3 W W1 Q Q- O MN4 A AUX Q Q O R RC, \ \ / BLUE A A G' R RH 0 01 I 1 L A - 0 05 M M O O O OS M M O O ORANGE T T3 H HP O O T4 H HG O O BLACK T T7 H HS O O eROI^N T T6 E EBU5 O O- 4 CONDUCTOR THERMOSTAT GABLE SEE NOTES 1,4 4 6 — O 3 TERMINALS ON THERMOSTAT SUBBASE 4 CONDUCTOR THERM05TAT GABLE 4X4 J-BOX SEE NOTE #7 �— 8 CONDUCTOR THERMOSTAT GABLE SEE NOTES 1,4 4 6 CONNECT TO 04 J-80X COMMUNICATING SYSTEM SEE NOTE #7,8 8 CONDUCTOR THERMOSTAT G ABLE 5EE NOTES 1,4 4 6 WHITE 0 E -BUS E -BUS 0 53 E -BUS E -BUS ®o o d A it 0 kv : »•. . A -� MA NOTES: I. THERMOSTAT GABLE- 4, 8 OR 12 CONDUCTOR 18 A116 SOLID COPPER WIRE INSULATED WITH HI644 DENSITY POLYETHYLENE. CONDUCTORS PARALLEL. ENCLOSED IN BROWN PVG JACKET. (NO 22 AW6 GABLE ALLON D). 2. IF GONDEN51146 UNITS HAVE THEIR OWN PO0ER SUPPLY IT MAY BE NEGE55ARY TO ADD ADDITIONAL RELAYS IN CODING UNIT TO PROPERLY INTERFACE CONTROLS. 3. U5E WIRE NUT CONNECTORS FOR SPLICIN6 CONDUCTORS IN SPECIFIED LOGATION5. AND TYrON TYPE CRIMP CONNECTORS FOR TERMINAL CONNEGTION5. NO TERMINAL CONPEGTOR5 REQUIRED AT THERMOSTAT OR SENSOR 4. DO NOT RUN ANY OTHER WIRIN6 IN THI5 CONDUIT EXCEPT THERMOSTAT GABLE. 5. VERIFY THAT FURNACE FAN SPEED CONTROL WIRIN6 15 SET TO MATCH SCHEDULE SHEET AND THAT FAN OPERATES AT COOLI N6 SPEED ONLY 4 CONDUCTOR THERMOSTAT GABLE I X -2 1 TAN .�r 7 6 5. 3- TERMINALS ON THERMOSTAT SUBBASE ', co • -j-r Ir SEE NOTE #2 - �MR 11 ;�� • • r '� q r •• • o - I: I• �r • :• • Ar • r • LI L2 0 � 0 A i -J' LOW VOLTA6E TERMINAL STRIP DIM51ON 26 - - - - - - - OR FACTORY PRE -WIRED WIRIN6 DIVISIO 23 .. 0 CONDUIT FOR LOW V0LTA6E TEMPERATURE WIRIN6 SHALL EXTEND TO WALKWAY OF MECHANICAL EQUIPMENT ACCESS. LOW VOLTA6E TEMPERATURE CONTROL WIRIN6 OUT5IDE OF WALKWAY SHALL BE IN CONDUIT. CONDUIT IN INACGE55ABLE GEILIN6 SPADE. (TYPICAL) WALKWAY • w • i L ml kvi - - Lq4� .11al W211 MA me I I © Q r r TTY . »• •' • � r r ••• • s r . :: • v CONDUIT IN WALL TYPICAL OF ALL 5 AND OTHER LOW VOLTA6E MOUNTED DEVICES. • l u u:- •• a •• 5GALE: NONE S\ONAL £ ��G1S TfR N �iy F � a � 5'762 C. ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 IMA Je NUMBIR 08134 t V _ � • Y IMP Y • • • • Alk • c� s A DAIS WAN JOB N0. 11-1111 DRAWL M3.1 v CONDUIT IN WALL TYPICAL OF ALL 5 AND OTHER LOW VOLTA6E MOUNTED DEVICES. • l u u:- •• a •• 5GALE: NONE S\ONAL £ ��G1S TfR N �iy F � a � 5'762 C. ENGINEERED ESA SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 IMA Je NUMBIR 08134 t V _ � • Y IMP Y • • • • Alk • c� s A DAIS WAN JOB N0. 11-1111 DRAWL M3.1 mr:cmic.AL SYMBOL SCHEDULE ® FLUORESCENT FIXTURE NL FLUORESCENT NIGHT LIGHT (DO NOT SWITCH) ® EXIT LIGHT (DIRECTIONAL ARROWS ON DRAWINGS) O CEILING MOUNTED FIXTURE HO WALL MOUNTED FIXTURE ® RECESSED CAN FIXTURE EMERGENCY WALL PACK LIGHT =_— TRAC LIGHT SYSTEM SINGLE POLE SWITCH $ 3 —WAY SWITCH 4 4 —WAY SWITCH $F EXHAUST FAN TIMER SWITCH (0 — 30 MIN) I WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED) $T THERMAL OVERLOAD SWITCH W /PILOT LIGHT PUSHBUTTON QS MOTION SENSOR SWITCH WATTSTOPPER # WA -200 3 -WAY WHERE INDICATED OE PHOTOELECTRIC CELL /SWITCH T❑ TIME CLOCK SWITCH DUPLEX RECEPTACLE (WP= WTHRPRF, GFI =GRND FLT) (S =SURGE SUPPRESSION IG = ISOLATED GROUND) DOUBLE DUPLEX OUTLET (4 -PLEX) ❑ DISCONNECT SWITCH (F =FUSED DISCONNECT) COMBINATION STARTER AND DISCONNECT SWITCH MAIN PANELBOARD M& BRANCH PANELBOARD © TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO) BRANCH CIRCUIT - CONCEALED - - - - -- BRANCH CIRCUIT - IN FLOOR OR UNDERGROUND BRANCH CIRCUIT - HOME -RUN TO PANEL 1 DRAWING NOTE (ON THE SHEET WHERE SHOWN) MECHANICAL EQUIPMENT OR DETAIL SYMBOL 0 JUNCTION BOX QT THERMOSTAT W/ 3/4 "CONDUIT W /PULL CORD TO MECH. UNIT* OS HVAC SYSTEM SENSOR - SEE MECHANICAL * — CROSS LINES SHOW # OF COND'S. IF MORE THAN 2 GREEN GROUND CONDUCTOR AND ISOLATED GROUND CONDUCTOR NOT SHOWN. FAN MOTOR CONNECTION POINT MOTOR CONNECTION POINT 0 VOICE & OR DATA OUTLET ® T.V. OUTLET E.C. ELECTRICAL CONTRACTOR M.C. MECHANICAL CONTRACTOR G.C. GENERAL CONTRACTOR A.F.F. ABOVE FINISHED FLOOR B.F.G. BELOW FINISHED GRADE V.I.F. VERIFY IN FIELD N.T.S. NOT TO SCALE * SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND ROUGH —IN BOX MUD RING ORIENTATION. n �21 o jo O THERM05TAT OR MECHANICAL 5WITCH L16HT SWITCH =8 CONVENIENCE OUTLET v TELEPHONE / DATA OUTLET Q■ T.V. OUTLET NOTE-5: A. ALL MOUNTING HE16HT5 TYPICAL UNLE55 NOTED OTHERWI5E. B. COORDINATE OUTLET HE16M WITH ARGHITECT5 MILLWORK DW65. TO INSURE THAT OUTLET5 WILL NOT FALL BEHIND CABINET5, BAGKSPL.A5HE5, OR INTERFERE WITH WAIN5GOTIN6, ETC. D. ALL 5NTGHE5 AND THERM05TAT5 TO BE MOUNTED A5 CLOSE TO DOOR JAM55 A5 P05515LE. COORDINATE ALL DEVIGE5 WITH ARCHITECTURAL PLANS AND DETAILS. * COORDINATE L16HT 5WITCH 4 OUTLET HE1614175 WITH ARCHITECTURAL WAINS- COTIN& AND OR TILE WORK 50 A5 NOT TO FALL MIDWAY IN THESE FIN15HE5. 51 I* 4 1- 0 11 0 VERIFY WITH MEGH. MUD RING ORIENTATION. I * 3' -6" (OR AS NOTED) FINI5HED FLOOR 6' TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER Ae C.O.'s, DATA, PHONE etch ®6 GABINET t Tr— E.G. SHALL COORDINATE ALL DEVICE MOUNTING HOTS. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT 'I PRIOR TO ROU6H-IN" .. ............. . i i i I RECEPTACLE - 15 OR 20 AMP RATED - SEE SPECIFICATIONS. NORMAL POWM COLOR - (SEE 5PEG5) EMER6ENGY POWER COLOR - ORED) l COVER PLATES - STYLE 4 COLOR TO BE AS PER SPEGIFIGATI0N5. GIRCUIT MA16ER TO BE WRITTEN ON BACK OF COVER W/FELT -TIP MARKE=R �y WF­ OUTLET 15 CONNECT TO COVER PLA TO BE RECEPT MOUNTING DETAI NO 5GALE ELECTRICAL F TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM NOxALE /_ @ MILLWORK XX' MOUNT VERTICAL OR HORIZONTAL TO MATCH EX15TIN67 DEVIGE5 ( M) ii - DEMOLITION MA KEY NOTES O EXISTING L1644T FIXTURES TO REMAIN. INSTALL NEW CONTROL5, SHOWN ON L16HTIN19 PLAN. O RELOCATE EXI5TIN6 SPEAKER AND BACK BOX TO ACCOMMODATE REMODEL. EXTEND GABLE AND RECONNECT. SEE POKER PLAN. O RELOCATE EXISTING HORN/5TROBE TO NORTH TO ACCOMMODATE REMODEL. O RELOCATE EXISTING RECEPTACLE TO NORTH TO ACCOMMODATE REMODEL. REINSTALL AND RECONNECT. O RELOCATE EXISTING WALL MOUNTED OCCUPANCY SENSOR TO N3^N ROOM AND RECONNECT. 1� DISGOMNEGT EXISTING GOO. UNIT. REROUTE GONDUIT TO NEW LOCATION. INSTALL NEW CONOXTORS AND RECONNECT. RECESSED Ll NO 50ALE )N TINS DETAI GENERAL NOTES: (ALL Z Its r I EEGTRIGAL CONTRACTOR SHALL COORDINATE ALL LAMP TYPES WITH FIXTURE TYPE BEFORE ORDERING. 2 ELEGTRICAL CONTRACTOR SHALL REFER TO THE MECHANIGAL DRAWINGS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL GONNEGTION5. 3 ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEG BEFORE INSTALLING ANY ELECTRIC PANELS OR CABINETS. 4 INSTALL ALL L16HT FIXTURES IN MEGHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT 15 IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQ'D. 5 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE LOGATIONS, GEILING TYPES, ETC 6 ALL FLUORE5GENT FIXTURES SHALL BE SUPPLIED WITH T8 (35K) LAMPS AND ELECTRONIC BALLASTS WITH -20% THO. MLE55 INDICATED OTHERWISE. 'E ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED ON ALL ELECTRICAL EQUIPMENT. 8 CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OU11ET5 WITH OWNER PRIOR TO ROUGH -IN. q ELECTRICAL CONTRACTOR SHALL MOUNT 5WITCHE5 AT 48' AND MOUNT CONVENIENCE OUTLETS AT OR OR AS SHOWN ON PLANS TO MST HANDICAPPED REQUIREMENT5. 10 LOCATE SWITGHE5, OUTLET5. ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, 50 AS NOT TO INTERFERE WITH ROOM GABINET5, ETC. II SUPFMT ALL LIGHT FIXIURE5 INDEPENDENT OF CEILING. 12 E.G. SHALL OBTAIN ALL APPLIGA13LE PERMITS FOR THIS WORK AND PAY A55XIATED FEES. 13 MAINTAIN 24' MIN. CLEARANCE FROM ALL COMMUNICATIONS GABLES AND ELECTRONIC, BALLASTS. 14 E.G. SHALL VISIT THE 51TE PRIOR TO BID AND THOROUGHLY INVE5T16ATE THE EXI5TIN6 CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DISGRIBEU. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY AGGOMMODATE THESE CONDITIONS. 15 ALL BATTERY EXIT AND EMIER6ENGY L16HTING TO 13E CONNECT TO THE UN5WITGHED LE & OF THE LI6HTING CIRCUIT IN THE AREA AS PER CODE. 16 UNLE55 SPECIFICALLY INDICATED OTHERN15E, THE ELECTRICAL CONTR. TO COORDINATE WITH ANY SPECIAL 5Y5TE M5 SUPPLIER / CONTR., EX. DENTAL, MEDICAL, KITCHN, EQUIPMENT ETC. THE EXACT ROUGH -IN REGUIREMENT5 FOR THERE EQUIPMENT. AL50 UNLE55 INDICATED OTHERWISE, THE ELECTRICAL GONTR. TO BE RE5PON51BLE FOR FINAL CONNECTIONS TO ALL 5PEGIAL EGIAPMENT. 1'1 ALL CONDUIT / RACEWAY / GABLES, TO BE CONGEALED IN WALLS OR ABOVE GEILIN65. IF ANY SURFACE WORK 15 NECESSARY, IT 5HALL BE APPROVED BY THE ARCHITECT / E N61NE ER PRIOR TO. ORIGINAL SIGNED BY TODD E. PAYNE DATED ORIGINAL SIGNED 04 -29 -2009 ON FILE AT PAYNE ENGINEERING INC) T �e f up D Q/ PAYNE 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -443 fax (208) 232 -1435 LAJ 4. mO C Q N V U try Q ~ CL = U O � � �h O y N Q 00 N =N Q Q ,N CD O .- Z J Q LO CL N U • ROPER • r•�_l _�� ■�I �� ■ ■/ MEMOS■ h 'i 27 1 =r z 0 H H A� �A -Pb 06 E a • V 1 W O l-�-I 0 rn I� �w r � u W � W W� REVISIONS: DATE: DRAWING NO. MAR. 09 E1 JOB NO. 0813.00 OF 1' -6 (OR AS NOTED) /'1 "Y'1MT I.IIr9t' /7� t'1 L'r TT]i /' A 1 /' NtTl7 A PT/1T] E� t i APPROX 150' (FIELD VERIFY PRIOR TO BID) 5GALE: I /8" = 11-011 - LIAT11"6 olr IJ A. Provide all the equipment, materials and labor necessary to expand the existing fire alarm system. The system addition shall be connected directly to the existing main fire alarm panel. The installation shall be as recommended by the manufacturer and accepted by the local authority having Jurisdiction Wien the system Is complete, a factory representative shall test the system, make adjustments and place the system in operating order. The manufacturer of the existing equipment is Notifler. B. Within thirty days after the contract award and prior to the purchase of any equipment, the fire alarm system contractor shall submit for approval six (6) copies of the following: I. A list of materials that are to be used On the project, Including manufacturer, model number and technical Information. 2. Preliminary circuit diagrams showing Interconnection of all modules, detectors, horns, panels and wiring counts. Diagrams are to be IINIT' done In a good workmanlike manner. 3. Technical manuals for all of the equipment that is to be used on the project. 4. Submit shop drawings and required calculations to the local authority having jurisdiction. Obtain a written Letter of Acceptance of the proposed system. Include with shop drawings submittal to engineer. G. Contractor shall provide and install all required power supplies, electronics and connections to modify existing system to accept new addition. Completa system shall maintain UL listing. EXISTING PANE. - IN - UPPER MECR WALKWAY (FIELD VERIFY LOCATION) mn ALARM SYSTEM LESEN17 5YMBOL DE5GRIPTION MOUNTING AMPS FIRE ALARM SYSTEM SMOKE DETECTOR GEILIN6 H.P. FIRE ALARM SYSTEM HOPI / STR08E WALL ® 80' F I6 FIRE ALARM SYSTEM PULL STATION WALL o 48' M SEE F.A. EXPANSION NOTE, TH15 SHEET. MECHANICAL EQUIPMENT SCHEDULE Sr4ea DESCRIPTION AMPS VOLTS (P H.P. K.W. REMARKS F I6 FURNACE - 120 1 3/4 - - GU I GONJDEN51% UNIT 16.8 (MCA) 208 3 - 0 — - i 5GALE: I/V = 1'-0° - F c t} _ 30A 3-POLE NON F15ED (N3M 3W DISCONNECT ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNED: 04-29 -2009 ON FILE AT: L PAYNE ENGINEERING INC. KEY NOTES OI NEW RAMAGE F -I6 AND WALL STAT LOCATED IN MECHANICAL WALKWAY. SE= NEGHANIGAL 5HEET MI.I FOR EXACT LOCATION. O2 CONNECT TO SPARE 20A I —POLE BREAKER IN EXISTING PANEL 'H2' IN UPPER NEGHANIGAL WALKWAY. LABEL BREAKER AS TO LOADS SERVED. O3 PROVIDE A 3/4' G., 3#12 + GROUND TO EXISTING PAM. -'H2' IN UPPER MECHANICAL WALKWAY. PROVIDE A NEW 20A 3-POLE BREAKER CONNECT AND LABEL. O4 TYPE FI SHALL BE LITHONIA 1-5- 232 -WOLT BALLAST PER SPEC. NO SU95T TUTION5. 3000° K LAMPS. THE SUFFIX 'B' INDIGATE5 A FIXTURE SUPPLIED WITH AND INTEGRAL BATTERY BALLAST. SEE SPECIFICATIONS. EXISTING PANE. -'H2' IN - O ( UPPER NEGH. WALKWAY (FIELD VERIFY LOCATION) PJT'� 1771 IT 1:01111111 ;," ; 1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -443 fax (208) 232 -1435 M W CL � O Q N 0) 0 — = U d- 0 �n � 00 =N Q 0 q N O O •-� N V CL a W A O Ad W a z 0 Ho H W d' O I G4 U) z L4=J 0 I—I REVISIONS: DATE: MAR. 09 C DRAWING NO. CT B+ B- V C S If y r LPST Co E C% I tv 4) 4--p Co C 8 x C . 4 r*__. C9 '1 3 5 L_ 0 Lu C14 04 a- LL Z E 0 o � m U) m m U_ U- a. a_ CD %f' 0 li + f L 0 IL >< >< 0 1 1 UJ LU W W = 0 C) C) m = m \— FIELD VERIFY WATTAGE TAPS m LAj 0 V) TYPICAL SPEAKER/STROBE WIRING DETAIL SCHEMATIC: NO SCALE I I I I ✓ / � � ADDRESSABLE MANUAL PULL STATION WITH KEY RESETTABLE SWITCH --- --- SCREW TERMINALS FOR SLC WIRING TERMINATION ROTARY DECADE ADDRESS SWITCH MANUAL PULL STATION WIRING DETAIL SCHEMATIC: NO SCALE — 68 6666 1 234 MASTER COMMAND 2 0- BUS 3 0 4 0 5 0 61 ' o I TB5 DISTRIBUTED AUDIO PANEL BS 6666 ACC-AAM25 1 2 3 4 ELR 1 MASTER COMMAND 21 BUS 3 4 0 5 0 6 ol T135 DISTRIBUTED AUDIO PANEL AUDIO RISER Alir'►I^ MA►117 I&Ilf*%ILlf% r%r cur ruvrnrru. Viv I.Lyvr p > C 0- Co a: I ti SHEET NOTES: 0 EXISTING FIRE ALARM DEVICE OR APPLIANCE RELOCATED FROM EXISTING SYSTEM. shop ngs croo=y: 28 W. Stauffer Lane Murray, Utah W 0 - ofte: 801.264.902 fort: 801,264.9003 www.unicctd.net GENERAL OR EMERGENCY ALL-CALL PAGING TB6 MASTER GMD 1 2 3 4 1 OUTPUT US 0 4 ACC-AAM25 + 3 10 5 1 0 6 0 VOICE EVACUATION CONTROL PANEL (VECP) Inc. m U J C> 04 < U-1 W 0 C, LU w • • w U) x 1�m qqt 0 0 >m w DRAWN jPQ D UNICAD, INC. CHECKED MARK L. ELISON NICET 111 107185 DATE 5/18/09 REVISION 0 • 1/8" = l'-O" FA -1 DRAWN jPQ D UNICAD, INC. CHECKED MARK L. ELISON NICET 111 107185 DATE 5/18/09 REVISION 0 SCALE 1/8" = l'-O" FA -1 SHIELD � SIG NA LINO M CL M O -n C) + SHIELD (PAGING ACTIVE POLARITIES SHOWN) mm Inc. z O N o W w a) W 1- a N o 0 z a 0 F- d CL Old v W D 0 w 0 w M <n Co � CV N Co i w� . Co x�, O 0-W (D ° � C CIO U- 0 FIRE ALARM SYMBOL LEGEND SYMBOL DESCRIPTION MANUF. & PART # MOUNTING L fLCPJ FIRE ALARM CONTROL PANEL NOTIFIER - AFP -100 FIELD VERIFY FOPS FIELD CHARGEABLE POWER SUPPLY NOTIFIER - FCPS -24S6 FIELD VERIFY VECP VOICE EVACUATION CONTROL PANEL NOTIFIER - VEC 25/50 FIELD VERIFY VECP2 VOICE EVACUATION CONTROL PANEL NOTIFIER - NFV 25/50DA FIELD VERIFY ANN REMOTE ANNUNCIATOR NOTIFIER FIELD VERIFY Q SMOKE DETECTOR NOTIFIER - FSP -851 CEILING HQ HEAT DETECTOR NOTIFIER - FST -851 CEILING DD DUCT DETECTOR NOTIFIER - FSD -751 RP CEILING PULL STATION NOTIFIER - NBG -12LX WALL 0 48" ® ADDRESSABLE MONITOR MODULE NOTIFIER - MMF -300 LL ® ADDRESSABLE CONTROL MODULE NOTIFIER - CMF -300 MATRIX ADDRESSABLE RELAY MODULE NOTIFIER - CRF -300 (n CR CONTROL RELAY NOTIFIER - PAM -1 Z c� Cn SS 75 SPEAKER / STROBE SYSTEM SENSOR - SP2W1224MC WALL 0 80" SS WP SPEAKER / STROBE (WEATHERPROOF) SYSTEM SENSOR - SP2 WALL @ 10' -0" HS 15 HORN / STROBE SYSTEM SENSOR - P1224MC DH MAGNETIC DOOR HOLDER NOTIFIER - FM100 FIELD VERIFY SM SYNC MODULE RM REMOTE MICROPHONE NOTIFIER - VEC -RM O G ENCLOSED IN WIRE GUARD J U GENERAL NOTES: 1. THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. 2. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72 AND ALL OTHER APPLICABLE CODES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 3. WIRING DEPICTED ON THESE PLANS IS SCHEMATIC - ACTUAL WIRE LOCATIONS MAY DIFFER FROM THESE PLANS. WIRING SHALL BE PERFORMED AS ACTUAL BUILDING CONSTRUCTION CONDITIONS ALLOW AND TO MINIMIZE PENETRATIONS THROUGH AREA SEPARATION WALLS AND FIRE WALLS. THE USE OF A RACEWAY IS PERMITTED AS LONG AS NO 110V OR HIGHER VOLTAGE CABLES ARE IN THE SAME RACEWAY. 4. FIRE RATINGS SHALL BE MAINTAINED FOR ALL PENETRATIONS THROUGH FIRE -RATED CONSTRUCTION. 5. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SUPPLIES MUST BE PROVIDED BY A DEDICATED AC BRANCH CIRCUIT. 6. POWER - LIMITED AND NONPOWER- LIMITED CIRCUIT WIRING MUST REMAIN SEPARATED IN CABINET. ALL POWER - LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25" AWAY FROM ANY NONPOWER- LIMITED CIRCUIT WIRING. FURTHERMORE, ALL POWER- LIMITED AND NONPOWER- LIMITED CIRCUIT WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCK OUTS AND /OR SEPARATE CONDUITS. 7. WHEN UTILIZING CLASS "A" CIRCUITS, SEPARATE OUTGOING AND RETURN CONDUCTORS OF CLASS "A" CIRCUITS BY A MINIMUM OF 12" WHERE RUN VERTICALLY AND 48" WHERE RUN HORIZONTALLY. 8. WHEN UTILIZING SHIELDED CABLE TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX. INSULATE AND TAPE BACK AT END. 9. ALL FIRE ALARM CABLING SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT MANUFACTURER FOR THE INTENDED PURPOSE. 00 Co U Co W mi JPB LLJ CHECKED MARK L. ELISON • NICET 111 107185 DATE • REVISION 0 O SCALE 1/8 J o. X w � OPERATIONS � C? ! Q ® -� Y M • ° W LL , !i MATRIX Cm (n o w Z c� Cn V) • c o o z `? ' CD a !i O to g J U Ce -� m w -� m m -' m w o:: a m U) w �i z g 0 d _ Cn o C d d C o d i- d F- w M Q Co V) a a FIRE ALARM INPUT �- ►_ < F- Q - Q ►_ Q Q Q F- IY ►- of w SMOKE DETECTORS • • • 1 • • HEAT DETECTORS • • • • • DUCT DETECTORS • • • • • PULL STATIONS • • • • • WATERFLOW SWITCHES • • • • • VALVE TAMPER SWITCHES • • • PRESSURE SWITCHES • • • FIRE ALARM AC POWER FAIL • • • FIRE ALARM LOW BATTERY • • • OPEN CIRCUIT • • • GROUND FAULT • • • NAC SHORT CIRCUIT • • • LOSS OF AC TO BUILDING • • • • • GENERAL NOTES: 1. THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. 2. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72 AND ALL OTHER APPLICABLE CODES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 3. WIRING DEPICTED ON THESE PLANS IS SCHEMATIC - ACTUAL WIRE LOCATIONS MAY DIFFER FROM THESE PLANS. WIRING SHALL BE PERFORMED AS ACTUAL BUILDING CONSTRUCTION CONDITIONS ALLOW AND TO MINIMIZE PENETRATIONS THROUGH AREA SEPARATION WALLS AND FIRE WALLS. THE USE OF A RACEWAY IS PERMITTED AS LONG AS NO 110V OR HIGHER VOLTAGE CABLES ARE IN THE SAME RACEWAY. 4. FIRE RATINGS SHALL BE MAINTAINED FOR ALL PENETRATIONS THROUGH FIRE -RATED CONSTRUCTION. 5. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SUPPLIES MUST BE PROVIDED BY A DEDICATED AC BRANCH CIRCUIT. 6. POWER - LIMITED AND NONPOWER- LIMITED CIRCUIT WIRING MUST REMAIN SEPARATED IN CABINET. ALL POWER - LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25" AWAY FROM ANY NONPOWER- LIMITED CIRCUIT WIRING. FURTHERMORE, ALL POWER- LIMITED AND NONPOWER- LIMITED CIRCUIT WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCK OUTS AND /OR SEPARATE CONDUITS. 7. WHEN UTILIZING CLASS "A" CIRCUITS, SEPARATE OUTGOING AND RETURN CONDUCTORS OF CLASS "A" CIRCUITS BY A MINIMUM OF 12" WHERE RUN VERTICALLY AND 48" WHERE RUN HORIZONTALLY. 8. WHEN UTILIZING SHIELDED CABLE TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX. INSULATE AND TAPE BACK AT END. 9. ALL FIRE ALARM CABLING SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT MANUFACTURER FOR THE INTENDED PURPOSE. 00 Co U Co W mi JPB LLJ CHECKED MARK L. ELISON • NICET 111 107185 DATE • REVISION 0 SCALE 1/8 o. mi • • ! • CD LL , !i UJI I • • !i DRAWN JPB UNICAD, INC. CHECKED MARK L. ELISON NICET 111 107185 DATE 5/18/09 REVISION 0 SCALE 1/8 FA -2 ATTIC LEVEL FIRE ALARM PLAN SCALE: 1/8 " =1' -0» ° 4' 8' t8' GENERAL NOTES CONT.: 10. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION CLEAN —UP IS COMPLETED AND FINAL. 11. LOCATE SMOKE DETECTORS A MINIMUM OF THREE (3) FEET FROM MECHANICAL DIFFUSERS. WALL — MOUNTED SMOKE DETECTORS SHALL BE LOCATED A MINIMUM OF 4" AND A MAXIMUM OF 12" FROM CEILING. CEILING — MOUNTED SMOKE DETECTORS SHALL BE MOUNTED ON CEILINGS AND NOT ON THE BOTTOMS OF BEAMS OR JOISTS. 12. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCE CIRCUITS. PROVIDE ALL REQUIRED SYNC MODULES. PROVIDE A MULTI —SYNC MODE SLAVE CONNECTION BETWEEN ALL SYNC MODULES. 13. VERIFY ALL FIELD SELECTABLE AUDIBILITY SETTINGS OF NOTIFICATION APPLIANCES WITH FIRE ALARM CONTRACTOR. 14. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION AND PROGRAMMING, THE INSTALLING CONTRACTOR SHALL PERFORM FINAL TESTING OF THE ENTIRE SYSTEM, PER ALL APPLICABLE CODES, AND SHALL COORDINATE AND PERFORM A FINAL FIRE ALARM SYSTEM INSPECTION. 15. PROVIDE OFF —SITE MONITORING AS REQUIRED BY THE INTERNATIONAL FIRE CODE, SECTION 907.15 AND THE LOCAL AUTHORITY HAVING JURISDICTION. 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(n i <,or =r \ -r M 7 ( D� Rftl > 11 >P r- - , � 0 CD 0 CD <D - (CZ N -+ 3 S� C S. g ' O REVISION DESCRIPTION DATE Omni Security Systems, Inc. o ISSUED FOR REVIEW &APPROVAL 5 P.O. BOX 309 M n o East 200 North RO SECURITY SYSTEMS, INC. Y, Idaho 83A42 PH' (208) 745 -1020 FAX 1208) 745 -1564 www.ornnisscom r�, .P L J N L ;J c� q r CD o q rc,'t {N J cn LaJ ° CA 00 (Ln; (S wL,J v ° Iv LNJ LNJ cD ( r A N (N N O ` q �r� L -rtJ N (S C7 L J N to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. 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(n i <,or =r \ -r M 7 ( D� Rftl > 11 >P r- - , � 0 CD 0 CD <D - (CZ N -+ 3 S� C S. g ' O REVISION DESCRIPTION DATE Omni Security Systems, Inc. o ISSUED FOR REVIEW &APPROVAL 5 P.O. BOX 309 M n o East 200 North RO SECURITY SYSTEMS, INC. Y, Idaho 83A42 PH' (208) 745 -1020 FAX 1208) 745 -1564 www.ornnisscom r�, .P L J N L ;J c� q r CD o q rc,'t {N J cn LaJ ° CA 00 (Ln; (S wL,J v ° Iv LNJ LNJ cD ( r A N (N N O ` q �r� L -rtJ N (S C7 L J N to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n N N N r =-1 r =.l -. LNJ ,_, LNJ 176-1 n o LNJ U) l �J rn m F r 17-Y c� r-�-1 - N rc,� LNJ LNJ_ (p LNJ N LNJ � X X Ln (p M ° ei rN rN r-T-1 m L .J L J c n (=) (n LJ LJ_ MM r r ='1 v L a = LNJ LNJ J r =� LNJ LNJ j r rz C4 Ln LNJ LNJ M n � L ( L °J Lri Q .� ?� N L J LNJ �7 U i - En rrn"1 O rq'i U m L J to L°J Ln En' CD LNJ � LNJ q ° N LNJ LNJ y N -,, o Q71 .� Cn Ln a v L°J Ln =a '(7 O LNJ LNJ f� Ln N (Or C11 Ln M C -, LNJ LNJ? cn C 56 O to Ln ° � LNJ_ 00-j W N Ln CJ+ L LnLJ w( Ln r(n'1 LNJ W Q Ln n 0) N Cn C o � L7) a m� �o GQ`.. r r n N N (=O R - 0 G t� -G n i� C5 .ors rt C M ' •P W N _. N N N N 17UP r(n� z LNJ N 02 j N LNJ ^ LNJ 6; En zjl V) c7 G7 rv,� r r r n LNJ LNJ LNJ LNJ C ' (n o 0 1 r � r (n1 r LNJ 0221 LNJ LNJ C5 O O O 170'1 rcn't rcnl PUP LNJ LNJ LNJ LNJ cn Ln c.n 0 rZ LNJ LNJ LNJ LNJ C) Ln © (p LNJ LNJ LNJ LNJ O C) r(n't r 17 r LN.J_ LNJ LNJ LNJ_ cn o 02 � cn LNJ LNJ LNJ LNJ w w (n c> O cn 17 17 � 17 L'J N L�J Ln Ln (D 0 C C + (� (') (� x x 0 Q j s 0 e"#' 3 n N N N> O > ^r O W PV ( to 0 M l H .0 ro 3 3 ° X X X O O 0 txi C 0 n D t� C ° n 0 O0 n n Q (13 CO O (D O m n t� r M °- ro ° ro s c 'f a C a a s N p ��•� © � rn- 1 rn 3 CL to o (n O > z `� LT CL C 1 V Q tz 0 � G =� D rn m m �6 D 1 1 0 � 0 � w a r w CA O c a a 0 n c c�+ 0 SO 0 0 'M a 0 0 O O ro (n x x ro xxxx x N(D C� + 0 L � 01 D (� QQ o -'-�Q a M 3 o A) �NDQ(n cDO-(n �(n to ° �. ,,. � 00 0 • n R° 03 O O n 0 0 0 0 0 0 0 0 OO �j (D {I x !I 11 If II o CL ° ro 0 0 P+ P''' O D D N NOS - 0 W O -• -�O 3 n Q 0 0 p q OD W v CSC -� 0000 ^'tA C O 6 tn < s " -� N O v (DD((0 0 00 vww(rn ro L Cnn ro O P Ln (n O 0 0 0 0 0 0 0 0 O N 0 O 10 O 10000 O O (0 tz C7 --I (7 D 0 Cn TI 'y 0 C° C Q C7 0 _° ct 3 0 0 0 17 1 0 > > C C ° 3 ° 3 a ^' 0 0 _ En 0 n n t ' a n to _ "n0 03 0 Q ro < O 9 < n '^ L/) 0 A (gyp Nro NfD =r %n W 4� O (DD N N C (DD A w ° � rnro a n. 0 ;0 0 O C o r to D ° C Q D v o z 3 rn -{=�z �7 C4 O, p 0; C�� rn rn m M V V @ 0 Q, bd �- w O O CD d o p 0 c O 0 1 11 O O ( t, t (n -P 3 x x x x x C/) L4 (D 0 rat N t ro ro CO Fw C C ��• a N D° AC A 0- O Q F► Q O P. 3 O 3 0n ON "4 (p 'ro0+ stn fi N O O 3 0 4 0 0 O ;U II x N ( 3 D II I f N 0 3 ro ' ro 0 0 _ o v _ Ln N 0 - 0 O 0 0 3 0 O 0 0 N N co W .! to CT U, OD W P O O OS N < N 0 N V Cn ro 0 N ro O O Cn CJF 0 O 0 0 e. O O e - q - O O N O O 0 0 00 O O 1 1 1 1 (O _ ° r M CJ m "n z q z z-� M - 2 O (/) . 80 CALCS, DETAILS, RISER a (D o C n c Q n n -+� c c � "M 3 r j H n 3 a 3 a n n C7 (7 O o O C N ro (n O Ln C7 W D rn < < Q 0 0 0 O r M ro ro =- G < D C M .0 O cro ! (Q 0 .+ a r N c0 a r Ln D ° � t t� � C Ln O D z `� Q 7� 3 l V rn c o _I�z C: r r (D ro m r* 0 0 o bd �- a � N O O c O p e p j 11 00 00 < CT 0) �. CT 01 w G n' ro by n ro X x x x x (b (n ((J) D Lo M M C C n c') C!' > =i N C > C D ° ?+ 0Q P N0-3 0 --1 3 00 0 ° z O o3 on, 0 O Q R' CT II x II II - II 11 l� M ro 3 O p r ) ro O O r o D 4 D Ln OD -iO - n s O,O N Nn O 0 n p NO Ln N Oo GI C,W ° tv N W < IV N W O Fn OD OD 00 00 N © N C Ln O 0 0 O r ` O O `� L 0 LNJ LNJ LrJ C 4 (N (N p �TIJ 0 ((!) I 0)L 0 � (N C) CD C. (N N) O Ln C 6 x a nri ,i �n ) + � Rin TIP z CD (t> CL n � G7 �. (n i <,or =r \ -r M 7 ( D� Rftl > 11 >P r- - , � 0 CD 0 CD <D - (CZ N -+ 3 S� C S. g ' O REVISION DESCRIPTION DATE Omni Security Systems, Inc. o ISSUED FOR REVIEW &APPROVAL 5 P.O. BOX 309 M n o East 200 North RO SECURITY SYSTEMS, INC. Y, Idaho 83A42 PH' (208) 745 -1020 FAX 1208) 745 -1564 www.ornnisscom r�, .P L J N L ;J c� q r CD o q rc,'t {N J cn LaJ ° CA 00 (Ln; (S wL,J v ° Iv LNJ LNJ cD ( r A N (N N O ` q �r� L -rtJ N (S C7 L J N to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n Ln r(n'1 LNJ W Q Ln n 0) N Cn C o � L7) a m� �o GQ`.. r r n N N (=O R - 0 G t� -G n i� C5 .ors rt C M ' •P W N _. N N N N 17UP r(n� z LNJ N 02 j N LNJ ^ LNJ 6; En zjl V) c7 G7 rv,� r r r n LNJ LNJ LNJ LNJ C ' (n o 0 1 r � r (n1 r LNJ 0221 LNJ LNJ C5 O O O 170'1 rcn't rcnl PUP LNJ LNJ LNJ LNJ cn Ln c.n 0 rZ LNJ LNJ LNJ LNJ C) Ln © (p LNJ LNJ LNJ LNJ O C) r(n't r 17 r LN.J_ LNJ LNJ LNJ_ cn o 02 � cn LNJ LNJ LNJ LNJ w w (n c> O cn 17 17 � 17 L'J N L�J Ln Ln (D 0 C C + (� (') (� x x 0 Q j s 0 e"#' 3 n N N N> O > ^r O W PV ( to 0 M l H .0 ro 3 3 ° X X X O O 0 txi C 0 n D t� C ° n 0 O0 n n Q (13 CO O (D O m n t� r M °- ro ° ro s c 'f a C a a s N p ��•� © � rn- 1 rn 3 CL to o (n O > z `� LT CL C 1 V Q tz 0 � G =� D rn m m �6 D 1 1 0 � 0 � w a r w CA O c a a 0 n c c�+ 0 SO 0 0 'M a 0 0 O O ro (n x x ro xxxx x N(D C� + 0 L � 01 D (� QQ o -'-�Q a M 3 o A) �NDQ(n cDO-(n �(n to ° �. ,,. � 00 0 • n R° 03 O O n 0 0 0 0 0 0 0 0 OO �j (D {I x !I 11 If II o CL ° ro 0 0 P+ P''' O D D N NOS - 0 W O -• -�O 3 n Q 0 0 p q OD W v CSC -� 0000 ^'tA C O 6 tn < s " -� N O v (DD((0 0 00 vww(rn ro L Cnn ro O P Ln (n O 0 0 0 0 0 0 0 0 O N 0 O 10 O 10000 O O (0 tz C7 --I (7 D 0 Cn TI 'y 0 C° C Q C7 0 _° ct 3 0 0 0 17 1 0 > > C C ° 3 ° 3 a ^' 0 0 _ En 0 n n t ' a n to _ "n0 03 0 Q ro < O 9 < n '^ L/) 0 A (gyp Nro NfD =r %n W 4� O (DD N N C (DD A w ° � rnro a n. 0 ;0 0 O C o r to D ° C Q D v o z 3 rn -{=�z �7 C4 O, p 0; C�� rn rn m M V V @ 0 Q, bd �- w O O CD d o p 0 c O 0 1 11 O O ( t, t (n -P 3 x x x x x C/) L4 (D 0 rat N t ro ro CO Fw C C ��• a N D° AC A 0- O Q F► Q O P. 3 O 3 0n ON "4 (p 'ro0+ stn fi N O O 3 0 4 0 0 O ;U II x N ( 3 D II I f N 0 3 ro ' ro 0 0 _ o v _ Ln N 0 - 0 O 0 0 3 0 O 0 0 N N co W .! to CT U, OD W P O O OS N < N 0 N V Cn ro 0 N ro O O Cn CJF 0 O 0 0 e. O O e - q - O O N O O 0 0 00 O O 1 1 1 1 (O _ ° r M CJ m "n z q z z-� M - 2 O (/) . 80 CALCS, DETAILS, RISER a (D o C n c Q n n -+� c c � "M 3 r j H n 3 a 3 a n n C7 (7 O o O C N ro (n O Ln C7 W D rn < < Q 0 0 0 O r M ro ro =- G < D C M .0 O cro ! (Q 0 .+ a r N c0 a r Ln D ° � t t� � C Ln O D z `� Q 7� 3 l V rn c o _I�z C: r r (D ro m r* 0 0 o bd �- a � N O O c O p e p j 11 00 00 < CT 0) �. CT 01 w G n' ro by n ro X x x x x (b (n ((J) D Lo M M C C n c') C!' > =i N C > C D ° ?+ 0Q P N0-3 0 --1 3 00 0 ° z O o3 on, 0 O Q R' CT II x II II - II 11 l� M ro 3 O p r ) ro O O r o D 4 D Ln OD -iO - n s O,O N Nn O 0 n p NO Ln N Oo GI C,W ° tv N W < IV N W O Fn OD OD 00 00 N © N C Ln O 0 0 O r ` O O `� L 0 LNJ LNJ LrJ C 4 (N (N p �TIJ 0 ((!) I 0)L 0 � (N C) CD C. (N N) O Ln C 6 x a nri ,i �n ) + � Rin TIP z CD (t> CL n � G7 �. (n i <,or =r \ -r M 7 ( D� Rftl > 11 >P r- - , � 0 CD 0 CD <D - (CZ N -+ 3 S� C S. g ' O REVISION DESCRIPTION DATE Omni Security Systems, Inc. o ISSUED FOR REVIEW &APPROVAL 5 P.O. BOX 309 M n o East 200 North RO SECURITY SYSTEMS, INC. Y, Idaho 83A42 PH' (208) 745 -1020 FAX 1208) 745 -1564 www.ornnisscom r�, .P L J N L ;J c� q r CD o q rc,'t {N J cn LaJ ° CA 00 (Ln; (S wL,J v ° Iv LNJ LNJ cD ( r A N (N N O ` q �r� L -rtJ N (S C7 L J N to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n N N N N 17UP r(n� z LNJ N 02 j N LNJ ^ LNJ 6; En zjl V) c7 G7 rv,� r r r n LNJ LNJ LNJ LNJ C ' (n o 0 1 r � r (n1 r LNJ 0221 LNJ LNJ C5 O O O 170'1 rcn't rcnl PUP LNJ LNJ LNJ LNJ cn Ln c.n 0 rZ LNJ LNJ LNJ LNJ C) Ln © (p LNJ LNJ LNJ LNJ O C) r(n't r 17 r LN.J_ LNJ LNJ LNJ_ cn o 02 � cn LNJ LNJ LNJ LNJ w w (n c> O cn 17 17 � 17 L'J N L�J Ln Ln (D 0 C C + (� (') (� x x 0 Q j s 0 e"#' 3 n N N N> O > ^r O W PV ( to 0 M l H .0 ro 3 3 ° X X X O O 0 txi C 0 n D t� C ° n 0 O0 n n Q (13 CO O (D O m n t� r M °- ro ° ro s c 'f a C a a s N p ��•� © � rn- 1 rn 3 CL to o (n O > z `� LT CL C 1 V Q tz 0 � G =� D rn m m �6 D 1 1 0 � 0 � w a r w CA O c a a 0 n c c�+ 0 SO 0 0 'M a 0 0 O O ro (n x x ro xxxx x N(D C� + 0 L � 01 D (� QQ o -'-�Q a M 3 o A) �NDQ(n cDO-(n �(n to ° �. ,,. � 00 0 • n R° 03 O O n 0 0 0 0 0 0 0 0 OO �j (D {I x !I 11 If II o CL ° ro 0 0 P+ P''' O D D N NOS - 0 W O -• -�O 3 n Q 0 0 p q OD W v CSC -� 0000 ^'tA C O 6 tn < s " -� N O v (DD((0 0 00 vww(rn ro L Cnn ro O P Ln (n O 0 0 0 0 0 0 0 0 O N 0 O 10 O 10000 O O (0 tz C7 --I (7 D 0 Cn TI 'y 0 C° C Q C7 0 _° ct 3 0 0 0 17 1 0 > > C C ° 3 ° 3 a ^' 0 0 _ En 0 n n t ' a n to _ "n0 03 0 Q ro < O 9 < n '^ L/) 0 A (gyp Nro NfD =r %n W 4� O (DD N N C (DD A w ° � rnro a n. 0 ;0 0 O C o r to D ° C Q D v o z 3 rn -{=�z �7 C4 O, p 0; C�� rn rn m M V V @ 0 Q, bd �- w O O CD d o p 0 c O 0 1 11 O O ( t, t (n -P 3 x x x x x C/) L4 (D 0 rat N t ro ro CO Fw C C ��• a N D° AC A 0- O Q F► Q O P. 3 O 3 0n ON "4 (p 'ro0+ stn fi N O O 3 0 4 0 0 O ;U II x N ( 3 D II I f N 0 3 ro ' ro 0 0 _ o v _ Ln N 0 - 0 O 0 0 3 0 O 0 0 N N co W .! to CT U, OD W P O O OS N < N 0 N V Cn ro 0 N ro O O Cn CJF 0 O 0 0 e. O O e - q - O O N O O 0 0 00 O O 1 1 1 1 (O _ ° r M CJ m "n z q z z-� M - 2 O (/) . 80 CALCS, DETAILS, RISER a (D o C n c Q n n -+� c c � "M 3 r j H n 3 a 3 a n n C7 (7 O o O C N ro (n O Ln C7 W D rn < < Q 0 0 0 O r M ro ro =- G < D C M .0 O cro ! (Q 0 .+ a r N c0 a r Ln D ° � t t� � C Ln O D z `� Q 7� 3 l V rn c o _I�z C: r r (D ro m r* 0 0 o bd �- a � N O O c O p e p j 11 00 00 < CT 0) �. CT 01 w G n' ro by n ro X x x x x (b (n ((J) D Lo M M C C n c') C!' > =i N C > C D ° ?+ 0Q P N0-3 0 --1 3 00 0 ° z O o3 on, 0 O Q R' CT II x II II - II 11 l� M ro 3 O p r ) ro O O r o D 4 D Ln OD -iO - n s O,O N Nn O 0 n p NO Ln N Oo GI C,W ° tv N W < IV N W O Fn OD OD 00 00 N © N C Ln O 0 0 O r ` O O `� L 0 LNJ LNJ LrJ C 4 (N (N p �TIJ 0 ((!) I 0)L 0 � (N C) CD C. (N N) O Ln C 6 x a nri ,i �n ) + � Rin TIP z CD (t> CL n � G7 �. (n i <,or =r \ -r M 7 ( D� Rftl > 11 >P r- - , � 0 CD 0 CD <D - (CZ N -+ 3 S� C S. g ' O REVISION DESCRIPTION DATE Omni Security Systems, Inc. o ISSUED FOR REVIEW &APPROVAL 5 P.O. BOX 309 M n o East 200 North RO SECURITY SYSTEMS, INC. Y, Idaho 83A42 PH' (208) 745 -1020 FAX 1208) 745 -1564 www.ornnisscom r�, .P L J N L ;J c� q r CD o q rc,'t {N J cn LaJ ° CA 00 (Ln; (S wL,J v ° Iv LNJ LNJ cD ( r A N (N N O ` q �r� L -rtJ N (S C7 L J N to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n Ln Ln (D 0 C C + (� (') (� x x 0 Q j s 0 e"#' 3 n N N N> O > ^r O W PV ( to 0 M l H .0 ro 3 3 ° X X X O O 0 txi C 0 n D t� C ° n 0 O0 n n Q (13 CO O (D O m n t� r M °- ro ° ro s c 'f a C a a s N p ��•� © � rn- 1 rn 3 CL to o (n O > z `� LT CL C 1 V Q tz 0 � G =� D rn m m �6 D 1 1 0 � 0 � w a r w CA O c a a 0 n c c�+ 0 SO 0 0 'M a 0 0 O O ro (n x x ro xxxx x N(D C� + 0 L � 01 D (� QQ o -'-�Q a M 3 o A) �NDQ(n cDO-(n �(n to ° �. ,,. � 00 0 • n R° 03 O O n 0 0 0 0 0 0 0 0 OO �j (D {I x !I 11 If II o CL ° ro 0 0 P+ P''' O D D N NOS - 0 W O -• -�O 3 n Q 0 0 p q OD W v CSC -� 0000 ^'tA C O 6 tn < s " -� N O v (DD((0 0 00 vww(rn ro L Cnn ro O P Ln (n O 0 0 0 0 0 0 0 0 O N 0 O 10 O 10000 O O (0 tz C7 --I (7 D 0 Cn TI 'y 0 C° C Q C7 0 _° ct 3 0 0 0 17 1 0 > > C C ° 3 ° 3 a ^' 0 0 _ En 0 n n t ' a n to _ "n0 03 0 Q ro < O 9 < n '^ L/) 0 A (gyp Nro NfD =r %n W 4� O (DD N N C (DD A w ° � rnro a n. 0 ;0 0 O C o r to D ° C Q D v o z 3 rn -{=�z �7 C4 O, p 0; C�� rn rn m M V V @ 0 Q, bd �- w O O CD d o p 0 c O 0 1 11 O O ( t, t (n -P 3 x x x x x C/) L4 (D 0 rat N t ro ro CO Fw C C ��• a N D° AC A 0- O Q F► Q O P. 3 O 3 0n ON "4 (p 'ro0+ stn fi N O O 3 0 4 0 0 O ;U II x N ( 3 D II I f N 0 3 ro ' ro 0 0 _ o v _ Ln N 0 - 0 O 0 0 3 0 O 0 0 N N co W .! to CT U, OD W P O O OS N < N 0 N V Cn ro 0 N ro O O Cn CJF 0 O 0 0 e. O O e - q - O O N O O 0 0 00 O O 1 1 1 1 (O _ ° r M CJ m "n z q z z-� M - 2 O (/) . 80 CALCS, DETAILS, RISER a (D o C n c Q n n -+� c c � "M 3 r j H n 3 a 3 a n n C7 (7 O o O C N ro (n O Ln C7 W D rn < < Q 0 0 0 O r M ro ro =- G < D C M .0 O cro ! (Q 0 .+ a r N c0 a r Ln D ° � t t� � C Ln O D z `� Q 7� 3 l V rn c o _I�z C: r r (D ro m r* 0 0 o bd �- a � N O O c O p e p j 11 00 00 < CT 0) �. CT 01 w G n' ro by n ro X x x x x (b (n ((J) D Lo M M C C n c') C!' > =i N C > C D ° ?+ 0Q P N0-3 0 --1 3 00 0 ° z O o3 on, 0 O Q R' CT II x II II - II 11 l� M ro 3 O p r ) ro O O r o D 4 D Ln OD -iO - n s O,O N Nn O 0 n p NO Ln N Oo GI C,W ° tv N W < IV N W O Fn OD OD 00 00 N © N C Ln O 0 0 O r ` O O `� L 0 LNJ LNJ LrJ C 4 (N (N p �TIJ 0 ((!) I 0)L 0 � (N C) CD C. (N N) O Ln C 6 x a nri ,i �n ) + � Rin TIP z CD (t> CL n � G7 �. (n i <,or =r \ -r M 7 ( D� Rftl > 11 >P r- - , � 0 CD 0 CD <D - (CZ N -+ 3 S� C S. g ' O REVISION DESCRIPTION DATE Omni Security Systems, Inc. o ISSUED FOR REVIEW &APPROVAL 5 P.O. BOX 309 M n o East 200 North RO SECURITY SYSTEMS, INC. Y, Idaho 83A42 PH' (208) 745 -1020 FAX 1208) 745 -1564 www.ornnisscom r�, .P L J N L ;J c� q r CD o q rc,'t {N J cn LaJ ° CA 00 (Ln; (S wL,J v ° Iv LNJ LNJ cD ( r A N (N N O ` q �r� L -rtJ N (S C7 L J N to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n tz C7 --I (7 D 0 Cn TI 'y 0 C° C Q C7 0 _° ct 3 0 0 0 17 1 0 > > C C ° 3 ° 3 a ^' 0 0 _ En 0 n n t ' a n to _ "n0 03 0 Q ro < O 9 < n '^ L/) 0 A (gyp Nro NfD =r %n W 4� O (DD N N C (DD A w ° � rnro a n. 0 ;0 0 O C o r to D ° C Q D v o z 3 rn -{=�z �7 C4 O, p 0; C�� rn rn m M V V @ 0 Q, bd �- w O O CD d o p 0 c O 0 1 11 O O ( t, t (n -P 3 x x x x x C/) L4 (D 0 rat N t ro ro CO Fw C C ��• a N D° AC A 0- O Q F► Q O P. 3 O 3 0n ON "4 (p 'ro0+ stn fi N O O 3 0 4 0 0 O ;U II x N ( 3 D II I f N 0 3 ro ' ro 0 0 _ o v _ Ln N 0 - 0 O 0 0 3 0 O 0 0 N N co W .! to CT U, OD W P O O OS N < N 0 N V Cn ro 0 N ro O O Cn CJF 0 O 0 0 e. O O e - q - O O N O O 0 0 00 O O 1 1 1 1 (O _ ° r M CJ m "n z q z z-� M - 2 O (/) . 80 CALCS, DETAILS, RISER a (D o C n c Q n n -+� c c � "M 3 r j H n 3 a 3 a n n C7 (7 O o O C N ro (n O Ln C7 W D rn < < Q 0 0 0 O r M ro ro =- G < D C M .0 O cro ! (Q 0 .+ a r N c0 a r Ln D ° � t t� � C Ln O D z `� Q 7� 3 l V rn c o _I�z C: r r (D ro m r* 0 0 o bd �- a � N O O c O p e p j 11 00 00 < CT 0) �. CT 01 w G n' ro by n ro X x x x x (b (n ((J) D Lo M M C C n c') C!' > =i N C > C D ° ?+ 0Q P N0-3 0 --1 3 00 0 ° z O o3 on, 0 O Q R' CT II x II II - II 11 l� M ro 3 O p r ) ro O O r o D 4 D Ln OD -iO - n s O,O N Nn O 0 n p NO Ln N Oo GI C,W ° tv N W < IV N W O Fn OD OD 00 00 N © N C Ln O 0 0 O r ` O O `� L 0 LNJ LNJ LrJ C 4 (N (N p �TIJ 0 ((!) I 0)L 0 � (N C) CD C. (N N) O Ln C 6 x a nri ,i �n ) + � Rin TIP z CD (t> CL n � G7 �. (n i <,or =r \ -r M 7 ( D� Rftl > 11 >P r- - , � 0 CD 0 CD <D - (CZ N -+ 3 S� C S. g ' O REVISION DESCRIPTION DATE Omni Security Systems, Inc. o ISSUED FOR REVIEW &APPROVAL 5 P.O. BOX 309 M n o East 200 North RO SECURITY SYSTEMS, INC. Y, Idaho 83A42 PH' (208) 745 -1020 FAX 1208) 745 -1564 www.ornnisscom r�, .P L J N L ;J c� q r CD o q rc,'t {N J cn LaJ ° CA 00 (Ln; (S wL,J v ° Iv LNJ LNJ cD ( r A N (N N O ` q �r� L -rtJ N (S C7 L J N to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n _ ° r M CJ m "n z q z z-� M - 2 O (/) . 80 CALCS, DETAILS, RISER a (D o C n c Q n n -+� c c � "M 3 r j H n 3 a 3 a n n C7 (7 O o O C N ro (n O Ln C7 W D rn < < Q 0 0 0 O r M ro ro =- G < D C M .0 O cro ! (Q 0 .+ a r N c0 a r Ln D ° � t t� � C Ln O D z `� Q 7� 3 l V rn c o _I�z C: r r (D ro m r* 0 0 o bd �- a � N O O c O p e p j 11 00 00 < CT 0) �. CT 01 w G n' ro by n ro X x x x x (b (n ((J) D Lo M M C C n c') C!' > =i N C > C D ° ?+ 0Q P N0-3 0 --1 3 00 0 ° z O o3 on, 0 O Q R' CT II x II II - II 11 l� M ro 3 O p r ) ro O O r o D 4 D Ln OD -iO - n s O,O N Nn O 0 n p NO Ln N Oo GI C,W ° tv N W < IV N W O Fn OD OD 00 00 N © N C Ln O 0 0 O r ` O O `� L 0 LNJ LNJ LrJ C 4 (N (N p �TIJ 0 ((!) I 0)L 0 � (N C) CD C. (N N) O Ln C 6 x a nri ,i �n ) + � Rin TIP z CD (t> CL n � G7 �. (n i <,or =r \ -r M 7 ( D� Rftl > 11 >P r- - , � 0 CD 0 CD <D - (CZ N -+ 3 S� C S. g ' O REVISION DESCRIPTION DATE Omni Security Systems, Inc. o ISSUED FOR REVIEW &APPROVAL 5 P.O. BOX 309 M n o East 200 North RO SECURITY SYSTEMS, INC. Y, Idaho 83A42 PH' (208) 745 -1020 FAX 1208) 745 -1564 www.ornnisscom r�, .P L J N L ;J c� q r CD o q rc,'t {N J cn LaJ ° CA 00 (Ln; (S wL,J v ° Iv LNJ LNJ cD ( r A N (N N O ` q �r� L -rtJ N (S C7 L J N to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n CALCS, DETAILS, RISER a (D o C n c Q n n -+� c c � "M 3 r j H n 3 a 3 a n n C7 (7 O o O C N ro (n O Ln C7 W D rn < < Q 0 0 0 O r M ro ro =- G < D C M .0 O cro ! (Q 0 .+ a r N c0 a r Ln D ° � t t� � C Ln O D z `� Q 7� 3 l V rn c o _I�z C: r r (D ro m r* 0 0 o bd �- a � N O O c O p e p j 11 00 00 < CT 0) �. CT 01 w G n' ro by n ro X x x x x (b (n ((J) D Lo M M C C n c') C!' > =i N C > C D ° ?+ 0Q P N0-3 0 --1 3 00 0 ° z O o3 on, 0 O Q R' CT II x II II - II 11 l� M ro 3 O p r ) ro O O r o D 4 D Ln OD -iO - n s O,O N Nn O 0 n p NO Ln N Oo GI C,W ° tv N W < IV N W O Fn OD OD 00 00 N © N C Ln O 0 0 O r ` O O `� L 0 LNJ LNJ LrJ C 4 (N (N p �TIJ 0 ((!) I 0)L 0 � (N C) CD C. (N N) O Ln C 6 x a nri ,i �n ) + � Rin TIP z CD (t> CL n � G7 �. (n i <,or =r \ -r M 7 ( D� Rftl > 11 >P r- - , � 0 CD 0 CD <D - (CZ N -+ 3 S� C S. g ' O REVISION DESCRIPTION DATE Omni Security Systems, Inc. o ISSUED FOR REVIEW &APPROVAL 5 P.O. BOX 309 M n o East 200 North RO SECURITY SYSTEMS, INC. Y, Idaho 83A42 PH' (208) 745 -1020 FAX 1208) 745 -1564 www.ornnisscom r�, .P L J N L ;J c� q r CD o q rc,'t {N J cn LaJ ° CA 00 (Ln; (S wL,J v ° Iv LNJ LNJ cD ( r A N (N N O ` q �r� L -rtJ N (S C7 L J N to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n 0 LNJ LNJ LrJ C 4 (N (N p �TIJ 0 ((!) I 0)L 0 � (N C) CD C. (N N) O Ln C 6 x a nri ,i �n ) + � Rin TIP z CD (t> CL n � G7 �. (n i <,or =r \ -r M 7 ( D� Rftl > 11 >P r- - , � 0 CD 0 CD <D - (CZ N -+ 3 S� C S. g ' O REVISION DESCRIPTION DATE Omni Security Systems, Inc. o ISSUED FOR REVIEW &APPROVAL 5 P.O. BOX 309 M n o East 200 North RO SECURITY SYSTEMS, INC. Y, Idaho 83A42 PH' (208) 745 -1020 FAX 1208) 745 -1564 www.ornnisscom r�, .P L J N L ;J c� q r CD o q rc,'t {N J cn LaJ ° CA 00 (Ln; (S wL,J v ° Iv LNJ LNJ cD ( r A N (N N O ` q �r� L -rtJ N (S C7 L J N to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n to L L °J q ° rq1 W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n W (N ( L'�J w 0 ')N '0 (���C7S(nC:UOJ a 0 o C Q C Q D D a O p ro C 0 3 p 0 c o p ro C ro 3 pro n 0 3 ro M O O N -� (n 0 O ro - I '. N p O ro --1 « � D '» '+ CT -, o (D Q o ro N i r - Q n 0 (D ro n a o r p r.� Q ro ° O A(� o ��Qrn rn ro Au, W _9 H n+ N 3 3 n u, C C (D O o 0 3 C 3 `� C C ro O O n 3 C 3 O O S u! (A to N N O� Q^ M Q: 4 O O n M x N n O x ° O 'N+ Q ' 0 b O O 3 o 3' O CO © <D q �• y • :3 b r 0 _ -00ro fro • - I i ro rf' b n C fMD .0 v rn ro ° Oro c la M x r a (n ? ' C- � r- C Ln .0�.. A rb p f�D 3 M G � Z CIO o rn o a tb sy W L4 0 o c c O p C d Q 0 (D ( oo O .rC,,wwtnw� -� .�< v �,,wWLnoo�cN,,�, <.Crp, Q O O Ln P - x x xxxxxxxxxxxx G xxxxxxxxxx -��o ca gal rn v D • y >C > O Pp -- X000000000 © ro 0000000000 3 iv O L4iA66 6 6 6 oo• 6 - �(n ° 0000c,000cao(n v, 0 Ln> ON W 00000000001M f. 0000a0042. •POo '+ ►'' 00 Op NN000000)0)00)00 0000000000 z 0" 00 00W W wNWCnLn000 (A L4 WQOO 0 3 0 p, 000000000000 0 0 0 0 0 0 0 0 0 0 R Cr II x II II II II 1! if 11 Il 11 II II 11 II II it II II II II 11 11 11 II 11 3 O (D o o rn Ln0� ; PO w- �- �0O000000OC� c� o 0000000OQO c� 0 0 N N00 W C L4 W W00000- - • + 0 -� (n C 3 < N (CO P O P C»(�ii (0 (0 (000000N- P0 Ln0) '� OD 0000000•P •0 OD 00 i 00 V 0 0 N N W 0 0 -` N W (O Q 0, 00 ro -(A00-"0 ro O (D W Ln 00 - + OQ(O(O(OO P(n(n000 V (D (O (DO P�I(DO00 �� O (0 NW W O 1 O 10 00000000000 O 10 000000000 (0 REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n REXBURG, IDAHO r M N r rn o� N m� �o Ln M CxT� rrn N Ln : C OO ?f f n