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PLANS - 09-00113 - Dye Ventures Medical & Office Building
syda :4 mum I- max 36 Winn Drive, Valley Wide Subdivision, Rexburg, Idaho r ARCHITECT: r ... ............. PROJECT NAME: Project id: • DYE VENTURES L.L.C. 3333 W. 2000 N. REXBURG, IDAHO 83440 OWNER REPRESENTATIVE: JRW & ASSOCIATES 1152 BOND AVE. REXBURG, IDAHO 83440 JOHNNY WATSON (208) 359 -2309 LEGAL DESCRIPTION: LOTS 5 AND 6 IN BLOCK 3 OF VALLEY WIDE COOPERATIVE, SUBDIVISION NO. 1, MADISON COUNTY, IDAHO ADDRESS: WINN DRIVE, REXBURG, IDAHO 83440 Project Team: CONSTRUCTION MANAGER: STRUCTURAL/ ARCHITECTURAL: JOHNNY WATSON CELL PHONE: (208) OFFICE PHONE: (208) 359 -2309 FAX: (208) PLUMBING MECHANICAL ENGINEERING: K. CODES: Vicinity Map: DL BECK INC. REXBURG, IDAHO 83440 CONTACTS: DAVID BECK CELL PHONE: (208) OFFICE PHONE: (208) 656 -9344 FAX: (208) JRW & ASSOCIATES 1152 BOND AVE. REXBURG, IDAHO 83440 CONTACTS: ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, STE. 407 POCATELLO, IDAHO 83204 CONTACTS: DWAYNE SUDWEEKS, P.E. CELL PHONE: (208) 221 -9502 OFFICE PHONE: (208) 233 -0501 FAX: (208) 233 -0529 Design Criteria, PROJECT DATA: A. OCCUPANCY GROUP: GROUP B: BUSINESS B. CONSTRUCTION TYPE: V B C. LOCATION OF PROPERTY: CITY OF REXBURG D. SEISMIC ZONE: D E. SQUARE FOOTAGE /ALLOWABLE AREA: 4184 OUTPATIENT THERAPY 808 OFFICE SPACE F. FIRE SPRINKLERS Not Required G. FIRE ALARM SYSTEMS: Not Required H. BUILDING HEIGHT: 1 STO RY HEIGHT: LESS THAN 25' -0" I. OCCUPANCY LOAD: SUITE 100: OUTPATIENT GROSS 100 = 39 PEOPLE SUITE 200: BUSINESS GROSS 100 = 8 PEOPLE OCCUPANCY CLASSIFICATION: GROUP B: BUSINESS MAX. TRAVEL DIST. TO EXIT: 200' -0" MAX. DEAD END CORRIDOR LENGTH: N/A MIN. CORRIDOR WIDTH: 3' -0" MIN. CLEAR OPENING OF EXIT DOORS: 2' -8" MIN. STAIR WIDTH: 3' -0" J. LANDUSE ZONE: COMMUNITY BUSINESS CENTER 2006 INTERNATIONAL BUILDING CODE L. WIND LOADS: 90 MPH M. SNOW LOADS: ROOF SNOW LOAD: MIN. 35 LBS. PSF GROUND SNOW LOAD: 50 LBS. PSF N. OTHER: FROST DEPTH: 36" MIN. VERTICAL SOIL BEARING PRESSURE: 1500 LBS MAX. Drawing Index: COVER SHEET CIVIL DRAWINGS: C.1 SITE PLAN, DETAILS, DRAINAGE xf._. a, ? _� LANDSCAPE PLAN ARCHITECTURAL ���tf. A.1 FLOOR PLAN A.2 DOORS AND WINDOWS A.3 EXTERIOR ELEVATIONS A.4 EXTERIOR ELEVATIONS A.5 BUILDING SECTIONS A.6 BUILDING SECTIONS A.7 WALL TYPES A.8 ROOF PLAN A.9 BUILDING AND ROOF DETAILS A.10 CABINETRY A.11 ROOM FINISHES & MOUNTING HEIGTS A.12 POWER AND DATA PLAN A.13 LIGHTING & REFLECTED CEILING PLAN A3 t<!•i 10 M 0 2ndN ❑ � � s� S +` w Yl .. S t SITE LOG IOI 1 1 - z a DL BECK INC. REXBURG, IDAHO 83440 CONTACTS: DAVID BECK CELL PHONE: (208) OFFICE PHONE: (208) 656 -9344 FAX: (208) JRW & ASSOCIATES 1152 BOND AVE. REXBURG, IDAHO 83440 CONTACTS: ENGINEERED SYSTEMS ASSOCIATES 315 WEST CENTER, STE. 407 POCATELLO, IDAHO 83204 CONTACTS: DWAYNE SUDWEEKS, P.E. CELL PHONE: (208) 221 -9502 OFFICE PHONE: (208) 233 -0501 FAX: (208) 233 -0529 Design Criteria, PROJECT DATA: A. OCCUPANCY GROUP: GROUP B: BUSINESS B. CONSTRUCTION TYPE: V B C. LOCATION OF PROPERTY: CITY OF REXBURG D. SEISMIC ZONE: D E. SQUARE FOOTAGE /ALLOWABLE AREA: 4184 OUTPATIENT THERAPY 808 OFFICE SPACE F. FIRE SPRINKLERS Not Required G. FIRE ALARM SYSTEMS: Not Required H. BUILDING HEIGHT: 1 STO RY HEIGHT: LESS THAN 25' -0" I. OCCUPANCY LOAD: SUITE 100: OUTPATIENT GROSS 100 = 39 PEOPLE SUITE 200: BUSINESS GROSS 100 = 8 PEOPLE OCCUPANCY CLASSIFICATION: GROUP B: BUSINESS MAX. TRAVEL DIST. TO EXIT: 200' -0" MAX. DEAD END CORRIDOR LENGTH: N/A MIN. CORRIDOR WIDTH: 3' -0" MIN. CLEAR OPENING OF EXIT DOORS: 2' -8" MIN. STAIR WIDTH: 3' -0" J. LANDUSE ZONE: COMMUNITY BUSINESS CENTER 2006 INTERNATIONAL BUILDING CODE L. WIND LOADS: 90 MPH M. SNOW LOADS: ROOF SNOW LOAD: MIN. 35 LBS. PSF GROUND SNOW LOAD: 50 LBS. PSF N. OTHER: FROST DEPTH: 36" MIN. VERTICAL SOIL BEARING PRESSURE: 1500 LBS MAX. Drawing Index: COVER SHEET CIVIL DRAWINGS: C.1 SITE PLAN, DETAILS, DRAINAGE C.2 LANDSCAPE PLAN ARCHITECTURAL DRAWINGS: A.1 FLOOR PLAN A.2 DOORS AND WINDOWS A.3 EXTERIOR ELEVATIONS A.4 EXTERIOR ELEVATIONS A.5 BUILDING SECTIONS A.6 BUILDING SECTIONS A.7 WALL TYPES A.8 ROOF PLAN A.9 BUILDING AND ROOF DETAILS A.10 CABINETRY A.11 ROOM FINISHES & MOUNTING HEIGTS A.12 POWER AND DATA PLAN A.13 LIGHTING & REFLECTED CEILING PLAN STRUCTURAL DRAWINGS: S.1 FOOTING AND FOUNDATION PLAN S.2 ROOF FRAMING PLAN M1.1 PLUMBING FOUNDATION PLAN M1.2 PLUMBING FLOOR PLAN M2.1 MECHANICAL FLOOR PLAN M3.1 SCHEDULES AND DETAILS M3.2 SCHEDULES AND DETAILS M3.3 SCHEDULES cL�E�l�i t General Notes: 1. IT IS THE INTENT THAT ALL WORK PERTAINING TO THIS PROJECT BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 2. CONTRACTOR TO PROVIDE BARRIERS, FLAGMEN, FLASHERS, ETC. FOR PROTECTION OF THE PUBLIC DURING CONSTRUCTION. 3. PRIOR TO ANY EXCAVATION, CONTRACTOR TO VERIFY AND LOCATE ALL UNDERGROUND UTILITIES. 4. PROVIDE FIRE BLOCKING IN STUD WALLS PER IBC SECTION 716.2 AND AT 10 -0" O.C. MAX. BOTH VERTICALLY AND HORIZONATLLY AND AT CEILING INTERSECTIONS. 5. ALL PROJECT CONSTRUCTION TO MEET CURRENT ANSI, ADA -AG, AND IBC REQUIREMENTS, INCLUDING SIGNAGE, DOOR HARDWARE, CLEARANCES, AND OTHER REQUIREMENTS. 6. DO NOT SCALE DRAWINGS. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SUBCONTRACTORS AND OWNER FURNISHED ITEMS AND WORK. iP - Z Ck- 6.r.. F4ftoo9 1b � 2.,�,1`...�. k g • • M■.r � y a� A BUILDER: �� �t M � � M � � w ' V1 O � N tn t y b A N U A p4 PAGE DESCRIPTION: W W I Cn Ir W U DRAWN BY: CHECKED BY: J.W. REVISION DATES: PROJECT # OciO4 DATE: 02.1 - 1.Oq CVR 'w.ar v L FAVING SPECFICATION 3" OF ASPHALT OVER ro OF 3/4" CRUSHED GRAVEL OVER 0" FIT RUN MATCH TO ELEV.- OF EXISTING SIDEWALK 1/4" TOOLED RADIUS AS PER SECTION (3) •4 REBAR EVENLY SPACED IN NON-EXTRUDED COMMERCIAL DRIVEWAY DRIVEWAY RAISED 1/4" ABOVE CURB, CORNER TO HAVE +/ -5" 1/4" TOOLED RADIUS, Ile It �PROVIDE 0 4 BAR 18" O.C, EACH WAY DRIVEWAY C;UfR5 AND GUTTER SECTION 1/4" TOOLED RADIUS AS 51DEWALK RAISED 1/4" PER SECTION 501,04.1 ABOVE CURB. CORNER TO 2"R 2" HAVE 1/4" TOOLED RADIUS. 4 1/4 ci, 31IR L L (o" OF GRANULAR 1 3/ BASE BENEATH CURB AND SIDEWALK NOT SHOWN FOR CLARITY, STANDARD CURB _ AND GUTTER SECTION NOTES: 1, PLACE PREFORMED EXPANSION JOINT FILLER AT DRIVEWAY CONSTRUCTION AND AT MAXIMUM SPACING OF 50 FT FOR NEW SIDEWALK CONSTRUCTION 2. SIDEWALK TOOLED JOINTS MAXIMUM SPACING 16 5 FT 3. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND AS SPECIFIED IN THE STANDARD SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER. 4, MAXIMUM SLOPE AT DEPRESSED ACCESS 15 1:12. 5, BROOM FINISH CONCRETE FINISHES. AT RAMP RUN BROOM FINISH PARALLEL WITH SLOPE, ro , ro'' OF GRANULAR BASE UNDER ALL SIDEWALKS. 1, 12" OF GRANULAR BASE UNDER ALL CURBING AREAS ADJACENT TO ROADWAYS. 8. REINFORCE SIDEWALKS WITH F15ERMESH, CURB FLUSH WITH GUTTER 1/2 1:12 to" OF COMPACTED GRANULAR BASE DEPRESSED ACCESS SECTION CONTRACTOR'S RESPONSIBILITY IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS, ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED To THE ENGINEER FOR CORRECTION, CHANGES MAY BE PROPOSED BY THE CONTRACTOR IF HE FEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OLUNER, CHANGES SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION. SIDEWALK TO SLOPE 1/4" PER FOOT TO CURB 4 6" OF COMPACTED GRANULAR BASE O c c UNDER ALL CURBS AND SIDEWALKS 5TANDARD 511DEWALK SECTION 1/4" TOOLED RADIUS AS SIDEWALK RAISED 1/4 P ER SECTION 501,04.1 ABOVE CURB. CORNER TO �'Ell 5F HAVE 1/4" TOOLED RADIUS. SECTION 50 77 R 1 3/4" L .— g��-�. 6" OF GRANULAR BASE BENEATH CURB AND SIDEWALK NOT SHOWN FOR CLARITY, ERIKSON DRIVE BUILDING 125.0 22 -0" .pTec I STORIES MEDICAL r. 4184 SF 77 CONIC I STORIES OFFICE 808 SF DRIVEWAY VNIEC?�CAPF 4 SNOW 5108; (FUTURE) �5' SIDEWALK %. \u \0 \ I STORIES = 3500 A.- - 20' SETACK L - ., L ---- ----------------- ---------------- --------------------------------------------------- bLOFE 1 22' DRIVE? 0 111 4, SETBACKS REQUIRED; 6P ToIc o -t I t t + Q, ' o -'t oc? r FRONT 20 FT % 1 0 SIDES 20 FT MIN FLAG P OLE ACES 5 0 EAR 5 FT 2 '�� ' -eKy' R 4 PARKING: y 6- P 'P H STREET ROW: 20 FT � + SIDEWALK W ADJOINING PROPERTY LINE: 0 FT RAMP + 77 fz-c- 1> FRONT OF BLDG ; 5 FT 0 .......... - .... -------- I.— T-9 0 Fanning & Zoning [)apartnientAppr3 0 as conditioned ROOFTOP i--VAC UN T6 - ----------- + –0 - t--t (o Z-05 9� . . ....................... & L + r-!PRF HYDRANT 14& ZONE CBC Date 4- FROM BUILDING Other department approvals mW ta *OlrllrS'x` I. .................. 45 d) FRONT 20 FT SETBACKS (L -q SIDES =O .................. w ----- CDin MEDIC ® �' i MAXIMUM BUILDING HEIGHT = 45 FT, 4184 6F > AI ............... > ROOFTOP z HVAC WT5 d) F� Lu OFFICE.......................... - - -------- 800 5F > - --- - - - - - - ........... IL r .. 4: &L DP a TOTAL AREA 0,8521 ACRES = 3 SF ---------- ----- - 4 41 P4 ul z Z ASPHALT 4 BUILDING = 23248 SF = 63% % x :.ENERATOIR — AC UN T6 _0 LANDSCAPING 4 SNOW STORAGE = 13146 SF = 3190 , 5CREENED BY x ............ v ------ WATER RETENSION NOT REQ'D (STORM SEWER) .. .. .. PARKING F ------------- .. .... -- -- ------ -6 10 - (OFFICE) 3 PER 1000 SF = 13 PARKING SPACES REQUIRED ... ............ ..... C) (MEDICAL) 5 PER 1000 SF a 21 PARKING SPACES REQUIRED : CONV --r -TT6C AT 4 C-6 =�rda (44) cJ x 15" PARKING SPACES PROVIDED, THIS INCLUDES 1 VI L6 1. .. (8) HEL6 0 MAY 7-`kr (1) HANDICAP VAN SPACE AND (1) REGULAR HANDICAP SPACES ................... 't' , - me " F VTvAk'� lc f)c-:Fojo -t--t ----------- t't.t FUTURE cc THE 15z toee ol b j t4oT I - 3800 SF � CL + ............. COMPLETED A - TlhilLs TV-6 ul SXb4-%,--LK, 4.41S LA I. ti (L .4 - x sYA;r-P 1 " - %"JCT 8rt: - 1A)ST4LLIC-b W (P ................ ------------ t i 9- y" ( LS CC T114C APPnbVAL(hAAY Z010 ONSTRUCTION NOTES. ----------------- z 'D o t t SERVICE WATER LINE CLASS 51 DUCTILE IRON, 0 0 ol LOW"5ACK CURS - AND GUTTER SECTION 4 TDC 20 5 T5ACK 10 2, SEWER LINE ABS ----- -- ---- - ' F- 0 0 o 3. ALL CONSTRUCTION TO COMPLY WITH REXBURG CITY STANDARDS, \U 5' SIDEWALK + CONCRETE - - - - - - - - - -- DRIVEWAY A/ THICK AND REINFORCED PER REXBURG CITY STD. 4, APPROACHES 5 5E ro % - ------------ r5c: 5. REINFORCE CURB AND GUTTER AT APPROACHES AS RE&D BY REXBURG CITY STDS. 125.0' b, b- PRPVII>r- I ,, V/0-TM MCCEP-- Wrr#4 K"W RATE OF 20 AFM A%Nb &- 24 F?Sl SUMMERS DRIVE F91muft DR-6p SITE PLAN SIDEWALK TO SLOPE 1/4" PER FOOT TO CURB LANDSCAPING 6" TO PAVEMENT 6" OF GRANULAR BASE BENEATH SIDEWALK NOT SHOWN FOR CLARITY. SIDEWALK WITH THICKENED EDGE SECTION SEE LANDSCAPE PLAN FOR TYPE AND LOCATION OF TREES, SHRUBS, GRA55 AND 0T,I--slr=R LANDSCAPING ITF-MS SCALE I's 20'-0" EC E OWE III MAY 2 7 W Cp Of REXBURG LEGAL DESCRIPTION LOT 5 4 ro BLOCK 3 OF THE VALLEY WIDE SUBDIVISION WINN ]DRIVE ALDIDRE55 W." owovo 0 w u �g z Z z � u� Ul O s U� z uj z : 3 cl z ly =3 Lu > Lu JU > z z A 10 C� THIS DRAWING 15 FOR THIS LOCATION AND CUSTOMER ONLY AND 18 NOT TO BE REUSED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF DESIGN INTELLIGENCE.LLC. CN Ca �o � � o u �g z Z z � u� Ul O s U� z uj z : 3 cl z ly =3 Lu > Lu JU > z z A 10 C� THIS DRAWING 15 FOR THIS LOCATION AND CUSTOMER ONLY AND 18 NOT TO BE REUSED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF DESIGN INTELLIGENCE.LLC. ARCHITECT ♦1 N O r D z � o ° n D D F Fq N I on ;;7 O — z FT]� D f M i ��� o N 33.2 LANDSCAPE 6' SIDEWALK ADA ADA i 6' SIDEWALK ADA i ...............__....._,...___„___,........,_,._ „_.,,_,,._,___,_.__._,,._...... , RAMP RAMP _.,...._,. _...._. ........ x X E , / \ ` I I e I t . 100.0' C rrn ............... E e i •' �,, a f f \ I I e t E/ �t �.......<, \� I 20' LANDSCAPE 8c SNOW STORAGE SCALE: I” = 20' 100.0' 1 1 1� PROJECT NAME BUILDER: W4 p� poet 8 W A� PAGE DESCRIPTION: ui d U) Q U D Z Q J DRAWN BY: CHECKED BY: J.W. REVISION DATES: PROJECT # O -104. DATE: 02,1` C.1 RAMP I _____ ...... Department App ®e - :-,: ' Planning & Zoning P as conditioned n � ;;u0 c z ignature J i-i-- 9 9 ate I D M be regui;4d F other department approvals may I V � � I I #5 7 X 9 SUITE 100 4184 SF lot 4 z ............ ........... �� - i fu ... ............. ........... - - - --- - -------- ......... ------- ----- 0 CUSTOM of IE( #1 ATH 'B ATH B 8'X 8' 9'4" X 8V" 94" X 8'0' .......... ► HOT TUB F F I C E #1 OFFICE #2 LF d '0" 32" 10 x 1 1 1 10 x 13 WW HI HALL N/ [a FL I X 5 ALDER GAP 10 ................. ................................................... ................. 3 ............ ........... 2-4ye," 4 .............................. ........................... 5,v." 4 .............. - .... ...... .. ..... ... H/G 42'-b" 5 2'� -:W, - 7 1 -5)V SHIN& LL HALL'. 9 x 101 BRAGS AS PER MANUFAGT. SUITE 200 ccl SPEG5. . g:t L N I SOS SF z ............ ........... �� - i fu ... ............. ........... - - - --- - -------- ......... ------- ----- + Hg WITH LOCK d) ........................ A O u') 0 of + Hg WITH LOCK d) ........................ A O u') 0 ARCHITECT: ---------- PROJECT NAME: • 04 en wo = BUILDER: t4' No 1 Z PACE DESCRIPTION: DRAWN BY: CHECKED BY: REVISION DATES: PROJECT # 0 0 DATE: A N SGALE: 1/4" = 1'-0" 0 0 ARCHITECT: ---------- PROJECT NAME: • 04 en wo = BUILDER: t4' No 1 Z PACE DESCRIPTION: DRAWN BY: CHECKED BY: REVISION DATES: PROJECT # 0 0 DATE: A N SGALE: 1/4" = 1'-0" ARCHITECT: LEE O N NOTES: 1. CONTRACTOR TO RUN CONDUIT IN SLAB FOR POOL DOOR. 2. HARDWARE TO BE PEWTER FINISH, LEVER HANDLES COMPLIANT WITH A.D.A. 3. THE EFFORT REQUIRED TO OPEN DOORS MUST NOT EXCEED 5 LBS FOR INTERNAL DOORS AND 8 LBS FOR EXTERIOR DOORS. 4. INTERIOR DOORS: 1 SOLID CORE NATURAL BIRCH (PAINT GRADE) 5. HOLLOW METAL FRAMES: 16 GAUGE 6. HINGES: BALL BEARING 7. LOCKS: SCHLAGE AL SERIES; FINISH: US26D; WEATHERSTRIP: PEMKO 8. CLOSER ON DOOR #5: SARGENT 1431 SERIES 5' - 0 " 2' -5" 2 2 - 5 " NOTE: WINDOW FRAMES: CLEAR ANODIZED; GLA55: BRONZE TINT ` p ALUMINUM STOREFRONT N' WINDOWS 5 tt- I t TEMPERED GLASS SCALE: 1/4" = 1' - 0" O' t. REMOVEABLE MULLION �t O I r- LEGEND: SC =SOLID CORE PTD= PAINTED ALUM= ANODIZED ALUMINUM HM= HOLLOW METAL 2' —I OY4" 2' —IOY4 " V • 00 ANI� FRA� 5r-, UL - E E P RELOCATE (1) EX. 34.25" X 28.5" - m' %- W-0 p" cv a _-..,.,,.-............... -. t..-... ........................ -.. 9 .................... ............._......�.._....... POOL _.._.. E � L.% : :1 . s` , ;I ....: 3 : 1 E ? r �� >.. ' 3 I E ` � E f° , � .i>� AF 1 �'�. O� _ 1 3' -0" 7' -0" 1 1 3 4" i ... / G LA SS A l 1 L M ALUM E 1 THICK — ENTRY 1 ! n 'P ' 2 3'- 0 "17' -0" 1 3/4" GLASS. z A 1" THICK 3 ALUM. — ENTRY 2 14" SIDELIGHTS I f EEfflElffl A 3 3' -0" 7' -0" 1 3/4 "GLASS.: ALUM. 1 " THICK ALUM. I — ENTRY 2 O 14" SIDELIGHTS o' T! 4 6 ' —O " 1 7 ' —O " , � 1 3/4 GLASS.: ALUM. 1 THICK ALUM. E ENTRY REMOV MULLI i 5 10 3 0 1 a 3 4 " � GLASS.: ALUM. 1 THICK ALUM. — NOTE 1 2 EQ. SIDELIGHTS &TRANSOM ABV. E : .. ... ...__..._....... _..... ...............- _ - - - .........._ ._........._............. _......_..._................... __...._._...._...._...._................._.........._............ ..._._....... 6 3 —0 6'-8" 1 3 4 S.C. STAIN (24" X 36" H.M. PAINT KEYED TEMPERED GLASS PAGING WEST INTERIOR SECTION 7 3' - 0" 4' -0" 1 3/4" S.C. STAIN i — H.M. PAINT PASSAGE KNOB ON HALL SIDE I 8 3 — E — 0 ,6 8 1 3 I / 4 S C. PTD. H.M. PAINT I KEYED 1 9 ..................................................................................._.1.............................._.,.............................................................................................. 13' -0 "I 6' -8" 1 3/4" S.C. t ............................... STAIN € — H.M. PAINT , ................................. ............................... PRIVACY , 0 10 : ,3 ' — 0 16 8 1 3/4 S.C. STAIN — H.M. ? PAINT PRIVACY f C _..._.-._......_.._._......__ 1 1 ..- ... -_.._. -._. _-_._..-"..._........... : 3'— 0 ? 6'— 8 1 ........-- ........_..._........ 3/4 S.C. - - -..._.... t................ ........................._._... _......_._.._ �_W......_._..... PTD. I H.M. -..._ ._........ .._ ? PAINT - .._....__...- ........ _..... _.. E PASSAGE - ...-......__......._.....................-....-.......... ............_.................. _.._................- { .... -.__ �..... - _.... -. i :.......... ..............................� t..... ............................... ( :........ ............................._: P , i 12 i — 3 i — 0 ; 6 8 1 3/4 S.C. i k STAIN ; 24 X 36 H.M. PAINT i KEYED TEMPERED GLASS i E LOB$Y KIDS I 's °oITAN TREATMENT RM. 13 3' -0 "' 6' -8" 1 3 4" S.C. ti STAIN I — H.M. PAINT KEYED - v I3 - I " -� 3 I` .. ,.. � 14 — — 3/4" i S C — STAIN H M � PAINT I KEYED .: o 3, i I: 15 3 , — O „ : 6, 8„ — 1 3 4 „ S.C. — STAIN H.M. i , PAINT PASSAGE E ........._.._ ................. 16 4 —0 6 1 ;..j.... 3/4, S.C. PTD. ! — H.M. T ...a... PAIN KEYED ... i P4 I 17 4' -0" ` 6'— ( 8 1 3 4" S.C. / — PTD. H.M. PAINT KEYED _ ::::::::::::::::::::::::::::::: 18 ' 4' —O 16' -8" 1 3/4„ S.C. PTD. I — H.M. PAINT E KEYED __...... FAGIN6 SOUTH INTERIOR SECTION E 19 3 — -_ 0 6 8 „ S C — PTD H M PAIN T mm PRIVACY 20 I — i 1 3/4" S.C. 1 3 PTD. H.M. PAINT I PASSA 21 `3' -0" 6' -8" 1 3/4 S.C. E 3 PTD. — H.M. PAINT E PASSAGE E 22 4' -0" 6' -8" 1 3/4" S.C. PTD. — H.M. PAINT E — BI —PASS - - - rrr a r�rrr f .��� �-a �- - ....... .....................A......... ...... .. ........... - .. a ............. .. . _........................ . .. .. ..........__._...... .a... °. °...- ......�......�..... ...... - ----- __-_..-_ W.-.."_.-_.-.-.-__-._.-........._..___.°-.,.._°............ .......-............. ....... W_ �__ ..... _ - _ . _ .--- __ - __ ... W W,.. ___ ... ° .. ° . _ i LEE O N NOTES: 1. CONTRACTOR TO RUN CONDUIT IN SLAB FOR POOL DOOR. 2. HARDWARE TO BE PEWTER FINISH, LEVER HANDLES COMPLIANT WITH A.D.A. 3. THE EFFORT REQUIRED TO OPEN DOORS MUST NOT EXCEED 5 LBS FOR INTERNAL DOORS AND 8 LBS FOR EXTERIOR DOORS. 4. INTERIOR DOORS: 1 SOLID CORE NATURAL BIRCH (PAINT GRADE) 5. HOLLOW METAL FRAMES: 16 GAUGE 6. HINGES: BALL BEARING 7. LOCKS: SCHLAGE AL SERIES; FINISH: US26D; WEATHERSTRIP: PEMKO 8. CLOSER ON DOOR #5: SARGENT 1431 SERIES 5' - 0 " 2' -5" 2 2 - 5 " NOTE: WINDOW FRAMES: CLEAR ANODIZED; GLA55: BRONZE TINT ` p ALUMINUM STOREFRONT N' WINDOWS 5 tt- I t TEMPERED GLASS SCALE: 1/4" = 1' - 0" O' t. REMOVEABLE MULLION �t O I r- LEGEND: SC =SOLID CORE PTD= PAINTED ALUM= ANODIZED ALUMINUM HM= HOLLOW METAL REVISION DATES: J O O tD � 10' -3" (FIELD VERIFY) EG2. 3' - 0 " EG. NOTE: DOORS 1,2,3,4: GLAZING TO BE TEMPERED AND INSULATED, FRAME: CLEAR ANODIZED; GLASS: BRONZE TINT DOOR 5: GLAZING TO BE TEMPERED FRAME: CLEAR ANODIZED GLASS: CLEAR �\ r PROJECT NAME: 2' —I OY4" 2' —IOY4 " V • - E E RELOCATE (1) EX. 34.25" X 28.5" - m' SLIDING GLA55 W-0 p" cv REVISION DATES: J O O tD � 10' -3" (FIELD VERIFY) EG2. 3' - 0 " EG. NOTE: DOORS 1,2,3,4: GLAZING TO BE TEMPERED AND INSULATED, FRAME: CLEAR ANODIZED; GLASS: BRONZE TINT DOOR 5: GLAZING TO BE TEMPERED FRAME: CLEAR ANODIZED GLASS: CLEAR �\ r PROJECT NAME: BUILDER: 4 m k y� W PAGE DESCRIPTION: 1 • L. • DRAWN BY: CHECKED BY: J.W. PROJECT # 004 DATE: 02 J . SCALE: 1/4" = I' -0" wmw'r� V • W-0 p" r ; g A BUILDER: 4 m k y� W PAGE DESCRIPTION: 1 • L. • DRAWN BY: CHECKED BY: J.W. PROJECT # 004 DATE: 02 J . SCALE: 1/4" = I' -0" wmw'r� ARCHITECT: PAST EL.EV A I ON 56ALE: 1/4" = V0" MOTES 01 1 1/2" EXTERIOR FINISH INSULATION 5Y5TEM (E.F.1.5) COLOR TO BE DETERMINED BY OWNER. O2 BRICK VENEER. COLOR TO BE DETERMINED BY OWNER. �3 TILE WINDOW SILLS. COLOR AND STYLE TO BE DETERMINED BY OWNER. SEE DETAIL J/Acl O4 FASCIA METAL TO BE FACTORY PREFINISHED. COLOR TO BE DETERMINED BY OWNER. O PREF I N15HED METAL SOFFIT UNDER ENTRANCE CANOPIES. COLOR TO MATCH METAL ROOF AND FASCIA. O PARSE GOAT ON EXPOSED CONCRETE WALL TYP. O STEEL COLUMNS TO BE PAINTED. COLOR TO BE DETERMINED BY OWNER. O8 CULTURED STONE. STYLE AND COLOR TO BE DETERMINED BY OWNER. US K5UR6 HE I6HT- 0' -4" FONT- ARI EL 4ABILITATION HEIGHT- 1' -6" FONT- TIMES rSICAL 4 OCCUPATIONAL THERAPY 4 1ED I C I NE HEIGHT- 0' - 4 " FONT- ED FOAM GROWN MOULDING WITH 115H. COLOR AND PROFILE TO BE ED BY OWNER. M LOUVERS SEE MECH. V- NOTCHED RELIEF AT - 4' - , 7" O.G. ,LY AND 4' -0" O.G. HORIZONTALLY rHER NI5E NOTED. "LACE CONCRETE GAP. SEE DETAIL _OR TO BE DETERMINED BY OWNER. ILD I ER COURSE AND MASONRY GAP IL B /Aa FOR TYP. ADDRESS TO BE 56 WINN DRIVE :;)N BUILDING TO BE 4" TALL IN ONCE WITH IFG 505. N I Design Standards Review CQmt: see con tions Signature Date Other department approvals may be rec �S eY TY6 t)E.ssr - 6J 6nA �6j! ACT X MBE - LT, , 6 � w -ZTfi' AEsrGlj p.j 0fs *09 PROJECT NAME: U W • O bA d' "Z'S a0 '~ A O y PON .Poo BUILDER: d' M � M � 5 w v c � � N � t AN PAGE DESCRIPTION: U) Z 0 0 w F_ WQ F x W W J W ' DRAWN BY: I.S.M. CHECKED BY: B .A. M . REVISION DATES: PROJECT # 085a 50VTH ff..5ViQ%T10N 5GALE: 1/4" = 1 EACH ITEM OF THE 51&N TO BE MOUNTED USING D SPACERS. OWNER TO PROVIDE FOR PRODUCTION. TEXT AND TEXT 3 FOLLOWS: DATE: ARCHITECT: MOTES OI EXTERIOR FINISH INSULATION SYSTEM COLOR TO BE DETERMINED BY OWNER. O2 BRICK VENEER. COLOR TO BE DETERMINED BY OWNER. O TILE WINDOW SILLS. COLOR AND STYLE TO BE DETERMINED BY OWNER. SEE D ETAIL J/A 4 1 O4 FASCIA. ME TO BE FACTORY PREF I N I SHED. COLOR TO BE DETERMINED BY OWNER. O PREFINISHED METAL SOFFIT UNDER ENTRANCE CANOPIES. COLOR TO MATCH METAL ROOF AND FASC O6 PURGE COAT ON EXPOSED CONCRETE WALL TYP. O STEEL COLUMNS TO BE PAINTED. COLOR TO BE DETERMINED BY OWNER. O8 CULTURED STONE. STYLE AND COLOR TO BE DETERMINED BY OWNER. l `� J SCUPPER LOCATIONS. ROAN MOULDING WITH TO BE DETERMINED BY 3 /Ab TOR 1PLY WITH LOCAL GAS FOR SIZE. RELIEF AT — 4' -7" O.G. O" O.G. HORIZONTALLY OTED. 25E AND MASONRY CAP R TYP. '.BETE CAP. SEE DETAIL DETERMINED BY OWNER. BUILDER: WEST ELEVATION SCALE: 1/4" = V -0" EM Design Standards Review COMP'eL- gee iYwns Signature ate PROJECT NAME: U a w x h z O bA �' 'TS a0 ~A V � O y W . O � O M s~A° CC � yC � � W � a � O � � N � a AN D BE PAGE DESCRIPTION: Other department approvals may be req uired �K AS APP/►.evCT-�- 3Y T'oE bEST�v*) j W cor �TrE XT 4 MEET�G NC66 wzTiy LC SI�Sn! f2;A-M0Slz -w) 0,1 Mar - �,ZC09 w Z 00 F Wa F- > x W J W DRAWN BY: R.S.M. CHECKED BY: B.A.M. REVISION DATES: PROJECT # 0 835 NUM = =V #%T1 UN SCALE: 1/4" = 1 DATE: ARCHITECT: PROJECT NAME: RI61D BOARD INSULATION R -30 6 MILL VAi BARRIER T SINGLE PLY ROOF MEMBRANE BOARD INSULATION R -50 E.F.I5. BRICK VENEER SOLDIER COURSE 1 SIM. ACOUSTICAL CEILING TILE 2x6 FRAMING ACOUSTICAL CEILING TILE BRICK VENEER —� BUILDING NRAP IN AIR GAP R -2I INSULATION 1/2" 05B SHEATHING 2X6 FRAMING 5/8" GYPSUM GREEN BOARD 5/8" 6YP�.�11M BOARD BLOCKING AT CEILING LINE FOR FOOTING SIZE5 SEE STRUCTURAL FOR FOOTING SIZES SEE 5TRUCTURAL STICAL 46 TILE AGOUSTIC CEILING T •fit 5/8" DEN5 -6LA55 GOLD FIREGUARD TYPE 'X' BOARD 1/2" EXTERIOR SHEATHING 6 MILL VAPOR BARRIER TYP. 3 •• BRICK MA5ONRY GAP BRICK VENEER SOLDIER COURSE BUILDING WRAP IN AIR GAP FOUNDATION TO WALL FLASHING WEEP HOLES IN BOTTOM RI61D BOARD INSULATION R -30 6 MILL VAPOR BARRIER TYP. 5/8" TYPE 'X' GYPSUM BOARD R -21 BATT INSULATION A35 SIMP50N CONNECTION BLOCKING AT AC.OUr"TICAL CEILING LINE CEILING TILE 5/8" 6YP5UM BOARD BLOCKING AT CEILIN6 LINE • • •� M � ~A �O y CCS � , m CCU �+ .powl A PROVIDE 45 DEGREE BRACING 48" O.C.TO TOP CORD OF ROOF BUILDER: TRUSS 5/8" GYPSUM BOARD ILI �� • • — • • PA o b 0 o . APPLICATION APPLIES TO 2x4 WALLS AND 2x6 M-1.5 SEE PLAN FOR TYPE LOCATION 5/8" GYPSUM BOARD r, .. — DARD ON R-30 ACOUSTICAL CEILIN6 TILE 5/8" 6YP5UM BOARD APPLICATION APPLIES TO 2X4 WAd. L5 AND 2x6 WALLS SEE PLAN FOR TYPE LOCATION M U �D c� x bo w � N ,.4 u AN D p -- PAGE DESCRIPTION: W i SCALES 1/2" - 1'-0" ,4"1 AALL TYPE SCALE: 1/2" - 1'-0' A� HALL TYPE G SCALES 1/:2'= 1'-0" AALL TYPE 5CALE: 1/2" - 1'-0" ,4'? AALL TYPr SGA LE; 1/2" - 1'-0" Ate AALL TYPE SCALE: 1/2" - 1'-0' AALL TYPE G SCALE: 1/2" - 1'-0" 1pl"1 DRAWN BY: k.J.m. CHECKED BY: S.A.M. REVISION DATES: PROJECT # DATE: EL.1:VATION 104' -0" TOP OF TILE NNN5C.OT CONCRETE TILE BACKER BOARD CERAMIC TILE FOUNDATION TO WALL FLA5HIN6 EXTEND 2" RI61D INSULATION 2'-0" INTO WEEP HOLES IN BOTTOM . BUILDING INTERIOR MORTAR JOINT DRAIN PAR6E COAT FILL -0:� / ' p q5% TION 5/8" 6YP�.�11M BOARD BLOCKING AT CEILING LINE FOR FOOTING SIZE5 SEE STRUCTURAL FOR FOOTING SIZES SEE 5TRUCTURAL STICAL 46 TILE AGOUSTIC CEILING T •fit 5/8" DEN5 -6LA55 GOLD FIREGUARD TYPE 'X' BOARD 1/2" EXTERIOR SHEATHING 6 MILL VAPOR BARRIER TYP. 3 •• BRICK MA5ONRY GAP BRICK VENEER SOLDIER COURSE BUILDING WRAP IN AIR GAP FOUNDATION TO WALL FLASHING WEEP HOLES IN BOTTOM RI61D BOARD INSULATION R -30 6 MILL VAPOR BARRIER TYP. 5/8" TYPE 'X' GYPSUM BOARD R -21 BATT INSULATION A35 SIMP50N CONNECTION BLOCKING AT AC.OUr"TICAL CEILING LINE CEILING TILE 5/8" 6YP5UM BOARD BLOCKING AT CEILIN6 LINE • • •� M � ~A �O y CCS � , m CCU �+ .powl A PROVIDE 45 DEGREE BRACING 48" O.C.TO TOP CORD OF ROOF BUILDER: TRUSS 5/8" GYPSUM BOARD ILI �� • • — • • PA o b 0 o . APPLICATION APPLIES TO 2x4 WALLS AND 2x6 M-1.5 SEE PLAN FOR TYPE LOCATION 5/8" GYPSUM BOARD r, .. — DARD ON R-30 ACOUSTICAL CEILIN6 TILE 5/8" 6YP5UM BOARD APPLICATION APPLIES TO 2X4 WAd. L5 AND 2x6 WALLS SEE PLAN FOR TYPE LOCATION M U �D c� x bo w � N ,.4 u AN D p -- PAGE DESCRIPTION: W i SCALES 1/2" - 1'-0" ,4"1 AALL TYPE SCALE: 1/2" - 1'-0' A� HALL TYPE G SCALES 1/:2'= 1'-0" AALL TYPE 5CALE: 1/2" - 1'-0" ,4'? AALL TYPr SGA LE; 1/2" - 1'-0" Ate AALL TYPE SCALE: 1/2" - 1'-0' AALL TYPE G SCALE: 1/2" - 1'-0" 1pl"1 DRAWN BY: k.J.m. CHECKED BY: S.A.M. REVISION DATES: PROJECT # DATE: ARCHITECT: kI^ or= (.00 Or MEMBRANE TANDIN6 SEAM DETERMINED BY r B/M5.1 AILS. SEE SHEET M5.1 NS 5HOWN TO ALLOW = TOP UN I T5 _R OVER ENTIRE v h� PROJECT NAME: • ;w) • O � ~A ,POO .P-4 A A BUILDER: HUILDIN6 OUTLINE r1 M � M w w N tn t a A c D p -- PAGE DESCRIPTION: 1 DRAWN BY- R.S.M. CHECKED BY- B.A.M. REVISION DATES: ROOF PLAN AN SGA...E: 1/4" = I' -0" 0% Lm- - - PROJECT # 0853 DATE: • ARCHITECT: 5/8" GYPSUM BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE 5/8" 6YIw"" BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE APPROVED BY OWNER CAULK SEE PLAN FOR HALL HOLLOW METAL DOOR FRAME THC*34E55 CAULK 5/8" 6YP5UM BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE APPROVED BY OWNER NOTE: 5/8" STEEL LINTEL TO EXTEND 5" MIN. PAST JAMB EACH 51DE 'ON 5'-0" WIDE OPENIN65 AND 12"MIN. PAST IAM5 EACH SIDE ON 4'-0" WIDE OPENIN65. BUILDING WRAP EXTERIOR 5HEATHIN69 E.F.L5. FLASHING TO EXTEND UPWARD 13EHIND E.F.I5. MIN. 6". FLASHING 13E RE IN15HED ALUMINUM COLOR TO BE DETERMINED BY OWNER BRICK MASONRY CAP BRICK VENEER SOLDIER COURSE 3/8"x 4" PAINTED 57EEL LINTEL. COLOR TO BE DETERMINED BE OWNER SEALANT COLOR TO 13E DETERMINED BY OYH44CE-R DOUBLE GLAZING PW51GALLY AND THERMALLY SEPARATED FROM FRAME L-Ism A- OM 5/8" 6YPSUM BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE APPROVED BY OWNER. INSULATE HEADERS IN ALL LOCATIONS P0551BLE TO CLOSE INSULATION ENVELOPE. HEADER. SEE 5TRIJGTRUAL -.-_----2x6 FRAMIN6 SHOWN SEE PLAN FOR WALL THICKNESS SEALANT COLOR TO BE DETERMINED BY OWNER THERMALLY BROKEN ALUMINUM STORE FRONT KANNEER, COMPANY, INC. OR EQUAL im 101 im rl%k ALUMINUM STORE FRONT DOORS 5GALE: 1 1/2" = 1'-0" 5/5" 6YP5UM BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE APPROVED BY OWNER PAINT. GYPSUM BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE APPROVED BY ONNER. CAULK CAULK SEE PLAN FOR WALL_ THICKNESS HOLLOW METAL DOOR FRAME -30 RI&ID ROOF INSULATION .......... ATTACHED AS P ER MANUFACTURES SPECIFICATIONS ............. .......... 6 MIH.VAPOR. BARRIER ........ ... - A 5/5' ROOF 5HEATHIN6 PROJECT NAME: • a U) APPROVED BY OWNER - • SEALANT COLOR TO BE INSULATION TO BE LLJ DETERMINED BY OY4NER R-21 MIN. DOUBLE 6LAZIN6 PHYSICALLY AND THERMALLY SEPARATED FROM FRAME SEE PLAN FOR HALL THICKNESS THERMALLY BROKEN ALUMINUM STORE FRONT KAINNEER GOMPANY, INC. OR EQUAL EXTERIOR 5HEATHI49 BUILDING mAp ---' SEALANT COLOR TO BE ENO DETERMINED BY OWNER BRICK VENEER JAMB ALUMINUM STORE FRONT DOORS rA SCALE: 5" = 1'-0' Ad[ 5/8" 6YIw"" BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE APPROVED BY OWNER CAULK SEE PLAN FOR HALL HOLLOW METAL DOOR FRAME THC*34E55 CAULK 5/8" 6YP5UM BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE APPROVED BY OWNER NOTE: 5/8" STEEL LINTEL TO EXTEND 5" MIN. PAST JAMB EACH 51DE 'ON 5'-0" WIDE OPENIN65 AND 12"MIN. PAST IAM5 EACH SIDE ON 4'-0" WIDE OPENIN65. BUILDING WRAP EXTERIOR 5HEATHIN69 E.F.L5. FLASHING TO EXTEND UPWARD 13EHIND E.F.I5. MIN. 6". FLASHING 13E RE IN15HED ALUMINUM COLOR TO BE DETERMINED BY OWNER BRICK MASONRY CAP BRICK VENEER SOLDIER COURSE 3/8"x 4" PAINTED 57EEL LINTEL. COLOR TO BE DETERMINED BE OWNER SEALANT COLOR TO 13E DETERMINED BY OYH44CE-R DOUBLE GLAZING PW51GALLY AND THERMALLY SEPARATED FROM FRAME L-Ism A- OM 5/8" 6YPSUM BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE APPROVED BY OWNER. INSULATE HEADERS IN ALL LOCATIONS P0551BLE TO CLOSE INSULATION ENVELOPE. HEADER. SEE 5TRIJGTRUAL -.-_----2x6 FRAMIN6 SHOWN SEE PLAN FOR WALL THICKNESS SEALANT COLOR TO BE DETERMINED BY OWNER THERMALLY BROKEN ALUMINUM STORE FRONT KANNEER, COMPANY, INC. OR EQUAL im 101 im rl%k ALUMINUM STORE FRONT DOORS 5GALE: 1 1/2" = 1'-0" 5/5" 6YP5UM BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE APPROVED BY OWNER PAINT. GYPSUM BOARD TEXTURE AND PAINT. TEXTURE AND PAINT TO BE APPROVED BY ONNER. CAULK CAULK SEE PLAN FOR WALL_ THICKNESS HOLLOW METAL DOOR FRAME -30 RI&ID ROOF INSULATION .......... ATTACHED AS P ER MANUFACTURES SPECIFICATIONS ............. .......... 6 MIH.VAPOR. BARRIER ........ ... - A 5/5' ROOF 5HEATHIN6 PROJECT NAME: • a U) • E SEE STRUCTURAL LLJ zo ENO Pon" 0 (Z.� 6 Poo 9z JAMB HOLLOW METAL POOR D H r= A 1;) R HOLLOW METAL DOOR PETAL Tyr. LOW -SLOPE ROOF BUILDER: SCALE: 1 1/2" = 1'-0" IN, Aa SCALE 1 1/2" = 1'-0" Aa SCALE. 1 1/2" = I'-O A a BUILDIN6 WRAP EXTERIOR 5HEATHIN6 5/8" r7YP5UM BOARD E.F.15. TExnm;zr= AND FAINT. w x wo TEXTURE AND PAINT TO BE 4 T 5/5' GYPSUM BOARD TEXTURE AND FL.A544INIS TO EXTEND UPWARD APPROVED BY ONNE = R r On 09 It PAINT. TEXTURE AND PAINT TO BE 13EHIND E.F.15. MIN. 6 FLjNSHIN(9 BE APPROVED BY OWNER. PREFIN151H1EV ALUMINUM COLOR TO BE DETERMINED BY OWNER INSULATE HEADERS IN ALL cj SEALANT COLOR TO BE LOCATIONS P05515LE TO SEALANT COLOR TO BE INSULATION TO eq DETERMINED BY OWNER CLOSE INSULATION ENVELOPE. DETERMINED BY OWNER SEALANT COLOR TO BE CA BRIGK MASONRY CAP DETERMINED BY OWNER BE R-21 MIN. rj DOUBLE 6LAZI% PHYSICALLY AND BRICK VENEER HEADER. SEE 5TRUCTRUAL "o E THERMALLY SEPARATED FROM FRAME SOLDIER COURSE 5EE PLAN FOR THERMALLY BROKEN ALUMINUM SEE PLAN FOR NALL NALL THICKNESS STORE F RONT I<Ak4slEER, COMPANY, 5/5 516" 4" PAINTED STEEL LINTEL KNES5 . THIC " 6YP5UM 50ARD TEXTURE COLOR TO BE DETERMINED BE OWNER SEALANT OR EGIUAL SEALANT COLOR TO BE STONE TILE 5ILL5 AND PAINT. TEXTURE AND PAINT EP 4 7 EXTERIOR SHEATHING TO BE APPROVED BY OWN E ALANT COLOR TO BE BRICK VENEER SEALANT COLOR TO BE 5 DETERMINED BY OIHNER BUILDING H;ZAP DETERMINED BY OWNER THERMALLY BROKEN ALUMINUM DETERMINED BY OWNER ....... ... . . 4 ... .... .... DOUBLE rzLAZINC7 PHYSICALLY AND STORE FRONT KAYt4EER COMPANY, INC. OR EQUAL BOIL NRAP BRICK 1/ENLR THERMALLY SEPARATED FROM FRAME EXTERIOR 5HEA714IN67 A /�^ JAM5 SCALE: ! 1/2" = 1'-O" ALUMINUM STORE FRONT AILV�0 (5 k Acl SCALE: 1 1/2" = 1'-0" NOTE: 3/8" STEEL LINTEL TO EXTEND bm MIN. PAST JAMB EACH 51DE ON 3'-0" Yqlr,>E OPENIN66 AND 12mMIN. PAST JAMB EACH 51DE ON 4'-0" WIDE OPENINC-5. SILL ALUMINUM STORE FRONT SCALE: 1 1/2 = 1'-0" I PAGE DESCRIPTION A a 5H DRIP EDGE 1/2" RADIUS, LL VARIES SEE ELEVATIONS FOR SIZE I I I F 1/2" IN FROM OUT51DE A COLORED CONCRETE CAP CULTURED STONE COLOR TO BE DETERMINED BY OYOEP- u COLORED CONCRETE CAP COLOR. TO BE DETERMINED By OptERL USE LEVELING NUTS AND 1/2 AA-c+iER5 CULTURED STONE COLOR TO BE DETERMINED BY OWNER. NON SHRINKING GROUT DRAWN BY: R1.5.m. DRAWN R *!5" CHECKED BY: 5 15 t .A.M. REVISION DATES: OUNDATION SEE ,TRUCTURAL PROJECT # caaa SCALE: 1 1/2' = 1'-0" FLAN SCALE. 1 1/2" = 1'-0" 1�ETAIL CONCRETE CAP SCALE: 1 1/7' = 1'--0" &K HEAPS L` ALumiNum sTopm FRONT BRICK VENEER O AS PER, E5+1OLD FASTE - ACTUR MANUF E5 SPEC ALUMINUM THRESHOLD 4m EXTERIOR SLAB REFER 0 TO 51TE PLAN FOR LOCATIONS FINISH TO BE A BROOM FINISH U.N.0 FOUNDATION SEE 5TRUCTURAL THR`"ESHOL7 ALwimum sTomz FRONT vooms SCALE: 1 117' = 1--0" Aa MECH. FASTENED SINGLE PLY ROOF MEMBRANE ATTACHED AS PER MANUFACTURE-5 SPECIFICATIONS ELEVATION SECTION SCALE: 1 1/2" = 1'--0" All a U) Z E SEE STRUCTURAL LLJ zo 5H DRIP EDGE 1/2" RADIUS, LL VARIES SEE ELEVATIONS FOR SIZE I I I F 1/2" IN FROM OUT51DE A COLORED CONCRETE CAP CULTURED STONE COLOR TO BE DETERMINED BY OYOEP- u COLORED CONCRETE CAP COLOR. TO BE DETERMINED By OptERL USE LEVELING NUTS AND 1/2 AA-c+iER5 CULTURED STONE COLOR TO BE DETERMINED BY OWNER. NON SHRINKING GROUT DRAWN BY: R1.5.m. DRAWN R *!5" CHECKED BY: 5 15 t .A.M. REVISION DATES: OUNDATION SEE ,TRUCTURAL PROJECT # caaa SCALE: 1 1/2' = 1'-0" FLAN SCALE. 1 1/2" = 1'-0" 1�ETAIL CONCRETE CAP SCALE: 1 1/7' = 1'--0" &K HEAPS L` ALumiNum sTopm FRONT BRICK VENEER O AS PER, E5+1OLD FASTE - ACTUR MANUF E5 SPEC ALUMINUM THRESHOLD 4m EXTERIOR SLAB REFER 0 TO 51TE PLAN FOR LOCATIONS FINISH TO BE A BROOM FINISH U.N.0 FOUNDATION SEE 5TRUCTURAL THR`"ESHOL7 ALwimum sTomz FRONT vooms SCALE: 1 117' = 1--0" Aa MECH. FASTENED SINGLE PLY ROOF MEMBRANE ATTACHED AS PER MANUFACTURE-5 SPECIFICATIONS ELEVATION SECTION SCALE: 1 1/2" = 1'--0" All NOTE- GONTRAGTOR TO GOORDINATE REMOVAL AND INSTALLATION OF MILLWORK LABELED "EXISTING" WITH OWNER. VERIFY HEIGHTS AND WIDTHS OF ALL GAE31NET5 THAT WILL BE REUSED. NOTES- KNOTTY ALDER STAINED FINISH TO MATCH EXISTING UNLESS OTHERWISE SPEGIFIED O O OPEN SHELVES b" TILE f3AGK5PLA5H -ID St) GOUNI REU5E EXISTING GROWN MOULDING IF F05515LE (TYP.) ... ............................................ ............................ ....... .... ................. ........ . ... ................................ ...................................................... SOLID 5URFAGE MIRROR COUNTER 2 .............. ...... . ..... - ... . ....... . . . . . . ........... — ............ . . ......... ............... 5 ................... I ................ I ....................... ll- ......... .... . ... ... .. ............... SCALE: 1/4" = 1'-0" ............ is tY `: A( 4 L (7) TREAT RM. ELEVATION O . ................................................................. .............. p z A( 9 L REGEFT. DESK FL. 51 NK 10 REGEFT. DESK REGEPT.DES< O is tti A( 6 L LAUNDRY I NEW GROWN MOULDING ❑ RELOGATE M/H EFffl SHELF (b" TILE LAMINATE E3 6OUNTER A6KSPLA5H ( 13 i SUITE 200 ARC HITECT : PROJECT NAME: • • BUILDER: �4 rl m 9z PAGE DESCRIPTION: W Z D DRAWN BY: R. N By' CHECKED BY: J.W. REVISION dDATES-. PROJECT # 0�0-4 DATE: 02 .I - 7.0 I FA I CONTROL AREA ... ....... #2 . .. . . .... .. #3 #4 —BENCH W/ ...................... #6 .................. #7 x 9 1 0 11 7 1.1 7 X 9 FOLDING SEAT 7 X 9 1 0 11 1 7'0" X C) 1011 ..... ....... ....... .... ....... ...... 8 X 9 CARPET C LOBBY - - - ----- - ---------- . ...... --------------- ................................. FRONT WALL SIDE WALL PAINT #3 TILE B ACCESSIBLE SHOWER VARIES MOUNT SIGN @ SPEECH CRPT A LATCH SIDE OF PAINT #1 PAINT #1 DOOR OR NEAREST PAINT #1 A P A ADJACENT WALL ACT -1 10'-0" FOUNTAIN TOWEL 0 ............. Ld a_ WAV� ti W El 0 C3 ............... LLJ 0 Q_ a z U PERMANENT ROOM PAPER TOWEL TOILET PAPER SANITARY NAPKIN SIGNAGE DISPENSER DISPENSER DISPOSAL SCALE: 3116" = 1'-0" TOWEL DISPENSER HAND DRYER R E L- L3 z WASTE Z X Li � Ej F_ SANITARY PRODUCT WASTE RECEPTACLE VENDOR ...................... .. #1 ... ....... #2 . .. . . .... .. #3 #4 .. ............ .......... #5 ...................... #6 .................. #7 x 9 1 0 11 7 1.1 7 X 9 7'0" X 9 7 X 9 1 0 11 1 7'0" X C) 1011 7 X 9 11 8 X 9 MECH 121 x 611 CUSTOM 8'X 8' HOT TUB N, i f SUPPLIES Q� 1 010 A t 0 rn T.V. SPEECH 9 X 10 j _ * ** ......... . LDY. BATH #1 9 X 8 Z N 5GALE: 5/16" = 1'-0" 36" WALKING TRACK ................. ................. RECEPTION 12'0" X 124" V) y . 0 o P.T. OFFICE -4 1 11 ^^ X/ 4 IUD A 15 OFFICE #1 10'0" x 132" R00t FINISH Sr_,, ROOM NAME FLOOR a HALLS CHAIR RAIL GEILINO NOTES N EXPRESS COMBOS 11: TAFETTA: 76601 GINGHAM NO. 7 E N MATL HEIGHT MATIL HEIGHT CARPET C LOBBY TILE A/CRPT A MDF PAINT #3 PAINT #3 PAINT #3 PAINT #3 TILE B MANNINGTON ACT -1 VARIES CROWN AT CLG. COVE SPEECH CRPT A MDF PAINT #1 PAINT #1 PAINT #1 PAINT #1 A P A PAI (Pl) ACT -1 10'-0" KID'S ROOM CRPT A MDF PAINT #1 PAINT #1 PAINT #1 PAINT #1 ACC.PAINT (P4) DOOR JAMB (P5) ACT -1 10'-0" NAUTILUS EQUIP. CRPT A CRPT A PAINT #4 ON ACCENT WALLS: SEE INTERIOR SKETCH A-2 TILE C ACT -1 12'-0" 13 X 13 W/ 3" BULLNOSE WALKING TRACK CRPT B 2" MOSAIC BLUE ACCENT TILE—PROVIDED BY OWNER TILE E I — — I TILE F FLOOR TILE PROVIDED BY OWNER ACT- -1 12'-0" BURNT ALMOND: KING SIZE DRINKING FTN. TI B TILE C,D PAINT #1 PAINT #1 1 PAINT #1 PAINT #1 CAVANAL ACT -1 12'-0" C. TILE CHAIR RAIL HALL CRPT A CRPT A PAINT #4 ON ACCENT WALLS: SEE INTERIOR SKETCH A-2 ACT - 12'-0" — BATH #I SEAM. EPDXY EPDXY PAINT #2 PAINT #2 PAINT #2 PAINT #2 PTD. GYP 9'-0" BATH #2 SEAM. EPDXY EPDXY PAINT #2 PAINT #2 PAINT #2 PAINT #2 PTD. GYP 9'-0" THERAPY POOL SEAM. EPDXY TILE C,D PAINT #2 FAI #2 PAINT #2 PAINT #2 C. TILE TO 48" ACT-1 12'-0" C. TILE CHAIR RAIL — MECH RM. EXP. CONC. SUPPLIES CRPT A CRPT A PAI #1 #1 PAINT #1 PAI #1 ACT-1 12'-0" LAUNDRY SEAM. EPDXY EPDXY PAINT #2 ----PAINT PAINT #2 PAINT #2 PAINT #2 ACT-1 9'-0" TREATMENT #1 CRPT A CRPT A PAINT #1,4 PAINT #1,4 — PAINT #4 MDF 4 ACT-1 9 TREATMENT #2 CRPT A CRPT A PAI #1,4 PAINT #1,4 PAINT #4 MDF 4'-0" ACT-1 9' -0t, TREATMENT #3 CRPT A CRPT A PAINT #1,4 PAINT #1,4 — PAINT #4 MDF 4'-0" ACT-1 9' -001 TREATMENT #4 CRPT A CRPT A PAINT #1,4 PAINT #1,4 — PAINT #4 MDF 4'-0" ACT-1 9'-0" TREATMENT #5 CRPT A CRPT A PAINT #1,4 PAINT #1,4 — PAINT #4 MDF 4'-0" ACT-1 g'—O'p TREATMENT #6 CRPT A CRPT A PAINT #1,4 PAINT #1,4 — PAINT #4 MDF 4'-0 ACT-1 9' -0" TREATMENT #7 CRPT A CRPT A PAINT #1,4 PAINT #1,4 — PAINT #4 MDF 4 ACT-1 9 OPEN GYM CRPT A CRPT A PAINT #1 PAINT #1 PAINT #1 PAINT #1 12 RECEPTION CRPT A MDF PAINT #1 PAINT #1 PAINT #1 PAINT #1 1 0' -0" P.T. CRPT A MDF PAINT #1 PAINT #1 PAINT #1 PAINT #1 lo'—o" P.T. OFFICE CRPT A MDF PAINT #1 PAINT #1 PAINT #1 PAINT #1 10' -0" BREAKROOM TI B MDF PAINT #3 PAINT #3 PAINT #3 PAINT #3 101-011 REC EPTION CPT C PTD. MDF PAINT #1 PAINT #1 PAINT #1 PAINT #1 ACT-1 10'-0" FILING ROOM CPT C PTD. MDF PAINT #1 PAINT #1 PAINT #1 PAINT #1 ACT-1 10' -0" UNISEX H/C BATH TILE F PTD. MDF PAINT #2 PAINT #2 PAINT #2 PAINT #2 PTD. GYP 9'-0" OFFICE #1 CPT C PTD. MDF PAINT #1 PAINT #1 PAINT #1 PAINT #1 ACT-1 10' -0" OFFICE #2 CPT C PTD. MDF PAINT #1 PAINT #1 PAINT #1 PAINT #1 ACT-1 10'-0" ENTRY TI F PTD. MDF ACT -1 1 0'-0" FINISH NOTES: I. MDF BASE: TRIMGO TM(bla 5(r," X 5-Y4" 2. MDF GROWN MOULDING: TRIMGO TM45 5 /a" X 5-Y4" 3. MDF CHAIR RAIL: TRIMGO TM415 '&," X 5 4. PAINT: (1) COAT #_755 PREMIUM PRO PRIMER, (2) GOATS COLUMBIA MA5TERPIEGE. GEILIN05-AGRYLIG FLAT. WALLS-AGRYLIG EGGSHELL, TRIM- ACRYLIC, SEMI GLOSS OR EQUAL. OFFICE #2 10'0" x 132" ROO�1 F LEOEN� COPE MANU FACTURER 97YLrz NAME / COLOR NAME NOTES CARPET A CAMBRIDGE EXPRESS COMBOS 11: TAFETTA: 76601 GINGHAM NO. 7 28 OZ. CARPET B CAMBRIDGE GRAND JUNCTION: COLOR T.B.D. 30 OZ. CARPET C CAMBRIDGE GRAND JUNCTION: COLOR T.B.D. 30 OZ. TILE A MANNINGTON SERENGETI SLATE: MIDNIGHT MIST 12 X 12 TILE B MANNINGTON GARDA: PINECONE 12 X 12 SEAMLESS EPDXY HI—TECH FLOORING PT-673 TRUMAN BLUE 12 X 12 A P A PAI (Pl) COLUMBIA 8682W ESTATE GREIGE ACC.PAINT (P2) COLUMBIA 868OW ARIA IVORY ACC.PAINT (P3) COLUMBIA 8214M TOBACCO ROAD ACC.PAINT (P4) DOOR JAMB (P5) COLUMBIA COLUMBIA 8485 NAPOLEON 8684 OAK FLATS TILE C MOHAWK CASA LOMA: GREY WOOL 13 X 13 W/ 3" BULLNOSE TILE D 2" MOSAIC BLUE ACCENT TILE—PROVIDED BY OWNER TILE E 1" MOSAIC PROVIDED BY OWNER I TILE F FLOOR TILE PROVIDED BY OWNER BRICK INTERPACE BURNT ALMOND: KING SIZE MORTAR STUCCO SOLOMON COLORS H SERIES: SGS 20 H DARK BUFF COLOR MATCH COLUMBIA 8683W TINDERBOX ROCK ROBINSON ROCK CAVANAL L N 1. PLUMBING: RE—USE EXISTING SINKS, DRINKING FOUNTAIN, AND FAUCETS IF POSSIBLE. NEW HARDWARE TO MATCH EXISTING. 2. GROUT FOR TILE AREAS TO BE SELECTED ON SITE BY OWNER. ARCHITECT: ..... . ..... PROJECT NAME: • iM4 =1 I� m -goo BUILDER: 10 ar, C A 9Q 11 PAGE DESCRIPTION: U) ui 7� U) LL :E 0 0 ff" DRAWN BY: \/.R..I:). CHECKED BY: J.K REVISION DATES: PROJECT # 004 DATE: 02J_1 1 A111 ARCHITECT: PROJECT NAME: 52 AMP SERVIGE 4" UNDERGROUND CONDUIT A UTILITY TRANSFORMFR FEEDER PANEL ............... . 100 AMP 225 AMP FIN15H GRADE Z. • 04 • t 7T REGEPTAGLE 14P 220 REGEPTAGLE QUAD REGEPTAGLE SNITcH ell THREE -WAY SWITCH PHONE Y TV TV /GABLE SMOKE DETEGTOR BUILDER: DATA LINE PHONE/DATA LINE FLOOR REGEPTAGLE NOTES: 1. ONLY (2) TREATMENT ROOMS PER GIRGUIT. 2. GENERATOR SHOULD RUN THE GYM AND OFF IGE AREA INGLUDINO (2) HVAG, LIGHTS OUTLETS. 5. ELEGTRIGIAN TO DO THE FINAL POOL GONNEGTIONS. GOORDINATE N/ POOL GONTRAGTOR. 4. SPEAKER WIRE TO BE RUN IN THE SUSPENDED GLO. BY OWNER BEFORE GLO. TILE ARE SET. 5. MOUNTING HEIGHT OF DEVIGE5 TO BE 15" TO MIDDLE OF E30X UNLESS OTHERWISE SPEGIFIED. rb. LIGHT SWITCHES, THERMOSTATS, ETC,. SHALL BE INSTALLED 48" MAX A.F.F. TO GENTER OF DEVIGE. PAGE DESCRIPTION: DRAWN BY: \/ CHECKED BY: REVISION DATES: PROJECT # 0 DATE: 5GALE: 1/4" = 1'-0" Al2 REGEPTAGLE 14P 220 REGEPTAGLE QUAD REGEPTAGLE SNITcH ell THREE -WAY SWITCH PHONE Y TV TV /GABLE SMOKE DETEGTOR WEATHER PROOF REGEPTAGLE F.E. FIRE EXTINGUISHER DATA LINE PHONE/DATA LINE FLOOR REGEPTAGLE NOTES: 1. ONLY (2) TREATMENT ROOMS PER GIRGUIT. 2. GENERATOR SHOULD RUN THE GYM AND OFF IGE AREA INGLUDINO (2) HVAG, LIGHTS OUTLETS. 5. ELEGTRIGIAN TO DO THE FINAL POOL GONNEGTIONS. GOORDINATE N/ POOL GONTRAGTOR. 4. SPEAKER WIRE TO BE RUN IN THE SUSPENDED GLO. BY OWNER BEFORE GLO. TILE ARE SET. 5. MOUNTING HEIGHT OF DEVIGE5 TO BE 15" TO MIDDLE OF E30X UNLESS OTHERWISE SPEGIFIED. rb. LIGHT SWITCHES, THERMOSTATS, ETC,. SHALL BE INSTALLED 48" MAX A.F.F. TO GENTER OF DEVIGE. PAGE DESCRIPTION: DRAWN BY: \/ CHECKED BY: REVISION DATES: PROJECT # 0 DATE: 5GALE: 1/4" = 1'-0" Al2 o- - - NL +a6 ( l-1 C�1 .._. 7 L� a ARCHITECT: s PROJECT NAME • L. OHTI N SC HErI )ULE • 2' X 4' RECESSED DIRECT /INDIRECT (3) 32W T8 PROVIDE DUAL BALLASTS AS REQ'D a ..: LITHONIA; AVANTE 2 AV 2'x4' .............................................................................................................................................................................................................,...................................................................................................................................................................._.......................... � 2 X 4 GENERAL PURPOSE TROFFER E ...... ......................................... ...................... ........................ .......................................... .................. ; ( 4 ) 32W T8 a.......................... ...,.....,....................... ............................... A PROVIDE DUAL BALLASTS AS REQ D . ... .................... . ......................................... ............................................... fB _ .. ................__. LITHONIA; 2GT8 2' wide ;.............. ,.........,.,.......... ............................... ................... .................. .. .............. ................... ................ .......................... ............... ................................. .... .......... ............. 2 X 4 GENERAL PURPOSE TROFFER ...................................................................................................................................... . ............................................ 1 (3) 32W T8 ..................................... ................................. .................................................................. ............................... PROVIDE DUAL BALLASTS AS REQ'D ............................... al a LITHONIA; 2GT8 2' wide b ......................................................................................_........................................................................................................... c ... ............... CLG. MTD FOR TRMNT RMS, DIMMER ............................................................................................................... ............................... b............. ........................... ................... (2) 60W b............................ ............................... ..................................... ............................................................... ........,.........,...,............ ...,....... .................... ........-..............................................,.... ...,,.......................... ............................................. ............................... ............................................. ACCESS LIGHTING, SEMI —FLUSH 20638 .................... ................................................................... . ............ .................................................... CEILING MTD FOR BATHROOMS, LDRY. .......................................................................................................................................... , ........................................................... (4) 32W T8 b..................... ............................... ............ ................ ................. ..................................... ................................................. .... .............................. . ........... ............................... ....... LITHONIA LITEPUFF LINEAR, 1'x4' .. ....................................................................................................................... ........... >................... _................................................................................................................................................ ............................... _...................... RECESSED CAN FOR LOBBY 190W PAR38 .. .......... ......................................... ................... .................................. a .......................................... .............. ....... ....... ............................. ............... ................ ................................. ................................ _ ....... ........... . .................................................................................................................................................................................................................................... JUNO IC22W W/ TRIM 28W —WH RECESSED CAN FOR WET AREAS ............................... ...................................................................................................................................... 165W BR30 ............................... ................................. ................................................. ............................... b................................... .. ........... ....................................................................... ,.........,............... ................................. .. ... ................. .......,................. D ........................................ .. ........................................ ............ JUNG IC 2W W — 2 / TRIM 250 WH .................................................. ............................................................... a................................................................................................................................................................................................... ....................................... WALL MTD. COMPACT FLUOR. FOR POOL (2) 26W TUBE ............................... 0 ............................................................................................................................................. a............................................................................................................................................... .............._.............. -- ..._.......... ............................... LITHONIA, VGR4 BUILDING MTD. WALL PACKS LITHONIA. HIGH PRESS. SOD. TWH -250M EXIT ........................................ .................. . ................................ ............................ ...................................... ...................................... .......................... ..... .................................. ............... ..... ..................................................................................... ............................................. ................. ........................................................... ...... . ............. _ ......................................................... ........._.................................................... ........................ EMERGENCY LIGHT ................. ............. ............................... .............................. ....................................... ............................... .................. ............................... _ ........................... ......................... ............... ...... ................ .......................................... ......................... . ................ ............._...................... ........................... ........................ ... CEILING EXHAUST FAN a...... ............................... ........... ....... ............................................................ .................. ............... .......................................... ......................... ® ....................................................................................... ........................................... ......... b............................ ................ ............... ............................................................... .......................................,.......,......................... ........,............. ......... BROAN NL= NIGHT LIGHT ARCHITECT: s PROJECT NAME • • a V1 W al I" A BUILDER: E u k 6 CA r�l V A p4 PAGE DESCRIPTION: z a J Z I C� J DRAWN BY- R.D Q.. CHECKED BY: J.1N. REVISION DATES: PROJECT # DATE: 02.1°7.01 A131 ARCHITECT: 2.2 RRM N. PHM 4" SLAB ON 6RA0E 53' - 8" WFI.66 G1NL � I 1 II I I I I I� I� Q II �I I I �I I I h a 1 4" 5LAB ON GRADE 5 TYP. �p 4 Irl I Y r i WF1.33 4" SLAB ON 6 RA DE PHD6 PHD6 WFibb CHI ❑ '" � 8 TIT'. I' -2" 12' -0" I' -2" 6' -2" i FOOT I NS7 ANN FOUNPAT I Old PLAN SCALE: 1/4" = 1'-0" NORTH PHD6 ICU WALL 5GHEDULE MARK T THICKNESS 0 SEE PLAN AND DE7AIL -5 FOR CONSTRUCTION ABOVE FOOTIN6 t� 3" GLR FOOTING REIwoRGIN6 LENGTH FOOTING WITH BOTTOM STEEL_ MARK GWI D O FOOTING REINFORCING THICK WIDTH LENGTH F2.0 O' -12" 2' - 0 " 2' -0 (4) #4 BAR5 (2) EAGM WAY, BOTTOM 0 z LL W1=133 0' -12" 1 CONT. 0) #4 5AR5 CONT, BOTTOM WFI .bb O' -12" 1' -8" CONT. (3) #4 5AR5 CONT, BOTTOM WFI.833 0' -10" 1' -10" 1' -IO" (4) #4 BARS (2) EACH WAY, BOTTOM WALL 5GHEDULE MARK TYPE= THICKNESS 0 VERTICAL HORIZONTAL GWI CONCRETE 0' - 10 " #4 AT 18" O.G. #4 AT 12 O.G. CY42 CONCRETE A5 51-10WN ON PLAN #4 AT CORNERS MIN. 3" GLR #4 AT 12" O.G. F ; k w. TYP. 1 5 TYP. Q N 21'-0" YVFI.bb GWI PHD6 4" SLAB ON 6RADE I I i I � _ PHD6 GW2 6' -3° I' -2" 22' -2�" POUNPAT PLAN NOTES 0I 4" SLAB OVER b" COMPACTED GRAVEL OVER GOMPAGTED FILL. USE #4 BAR 48" O.G. EAGHWAY. 5GORE CONCRETE CONTROL JO I NT5 10' - O" EAGHWAY. �2 CONTINUE WALL AND FOOTING REINFORCEMENT INTO WALL5 AND FOOTINC75 THAT ARE PERPENDICULAR TO EACH OTHER. O3 ALL HOLDDOWN5 AT ENDS OF 5HEARWALL5 WHERE I ND I GATED ON THE PLAN ARE 51 MP50N TYPE. ATTACHMENT REQU I REMENT5 TO WALL AND FOUNDATION ARE PER 51MP50N. HOLDDOWN BOLTS A5 PER HOLDDOWN REQU I REMENT5. O4 5/8" D I A ANCHOR BOLT5 W/ 7" EMBEDDED INTO CONCRETE 5HALL BE I N5TALLED AT 46" O.G. MAXIMUM AT ALL 50LE PLATE5 UNLE55 OTHERN15E REQU I RED PER THE 5HEARWALL 5GHEDULE. ALL 5 REQUIRE 3 /Ibx2x2 PLATE WA5HER 5EE 5HEARWALL 5GHEDULE. O ANCHOR BOLTS TO FOUNDATION 5HALL BE EMBEDDED - i INGHE5 INTO CONCRETE. EXPAN51ON BOLT5 MAY BE USED AT INTERIOR BEARING WALLS. O A MINIMUM OF 2 ANCHOR BOLT5 SHALL BE USED ON EACH 51 LL PLATE PIECE. PROVIDE I ANCHOR BOLT MINIMUM WITHIN 9 INGHE5 OF EACH END OF EACH PIECE, AND NO CLOSER THAN 4 1/2" TO END OF PLATE. O POOL CONCRETE AND LAYOUT SHALL BE PER MANUFACTURER'S 5PEGIFIGATION5. OWNER WILL PROVIDE POOL REQU I REMENT5. OS TOP OF FOUNDATION TO 5TEEL CONNECTION USE (4) I/2 "x I O" ANCHOR BOLTS. SEE DETA I L F /AG, PROJECT NAME: 1 • • ~ A V � �O y CC3 W Pwm* P oo A BUILDER: M oA� �o � � w � N � r-7 � b AN D PAGE DESCRIPTION: PROJECT # 08aa DATE: 0:2.1 - 7.0':� si Z 0 Z CL a C� 0 Z a 00 0 z LL 0 LL DRAWN BY: R.5.M. CHECKED BY- B.A.M. REVISION DATES: PROJECT # 08aa DATE: 0:2.1 - 7.0':� si ARCHITECT: ROOF FRAM I NCG NOTES 2x4 AND 2x6 BEARIN& WALLS SHALL BE FRAMED AT 16" O.G. CORRELATE WALL LAYOUT WITH ROOF LAYOUT FROM TRUSS SUPPLIER TO INSURE ROOF TRU55 FALLS DIRECTLY OVER STUD. (i), O ... INDICATE 5HE AR 6 %LLS AND LENGTH SPECIFIED BY 5HADIN67, SEE 5HE ARWALL SCHEDULE TH15 SHEET RBI, R82 ... INDICATE BEAMS OR HEADERS, SEE SCHEDULE THIS SHEET. Al, W2 ... INDICATE WOOD COLUMNS; 51, 52 ... INDICATE STEEL COLUMNS, SEE 50HEDULE THI5 SHEET. TRU55 MANUFACTURER SHALL PROVIDE 51ZE OF HANGERS FOR TRU55 ATTACHMENT AT WA%LL5. IGN CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH OWNER. KIN& AND TRIMMER STUDS (FOR 2x6 WALL5): 5' -6" OPENING OR LESS (1) KING STUD AND (2) TRIMMER STUD5 REQUIRED, UNLESS NOTED OTHERWISE. 3' -6" TO 14'-0" OPENING (2) KIN& STUDS AND (2) TRIMMER 5TUD5 REQUIRED, UNLE55 NOTED OTHERWISE. ALL HAN&ER5, GL I PS, AND STRAP CONNECTORS ON THE PLANS AND DETAILS ARE S I MPSON STRONG TIE PRODUCTS UNLESS NOTED OTHERWISE. ROOF SLOPE SHALL BE VERIFIED WITH ARCHITECTURAL DRAWIN65. ROOF 5 TO BE 5 18 " 058 M S1 ,S2 ROOF FRAM I N6 PLAN rx'ALE: 1/4" = 1'-0° NORTH 5r=AM SGHr=OUL .- SHEAR )MALL SGHr==L r= 1. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" O.C. MAXIMUM. 2. ANCHOR BOLTS TO FOUNDATION SHALL BE EMBEDDED 7 INCHES INTO CONCRETE. EXPANSION BOLTS MAY BE USED AT INTERIOR (3) 2x 10 WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP DOWN) PER GENERAL STRUCTURAL NOTES. 3. A MAXIMUM OF TWO ANCHOR BOLTS SHALL BE USED ON EACH SILL PLATE PIECE. PROVIDE ONE ANCHOR BOLT MINIMUM WITHIN (3) 1 3/4" x 9 1/2" LVL 9 INCHES OF EACH END OF EACH PIECE, AND NO CLOSER THAN 4 1/2" TO END OF PLATE. 4. PROVIDE FULL HEIGHT DOUBLE STUBS AT ENDS OF SHEAR WALLS UNLESS OTHERWISE NOTED ON PLANS OR DETAILS. 5. BLOCK ALL PANEL EDGES AND EDGE NAIL SHEATHING AT BLOCK EDGES . SEE TYPICAL SHEAR WALL CONSTRUCTION DETAIL. 6. SHEATHING SHALL BE ARRANGED SO THAT THE WIDTH OF THE SHEET IN A SHEAR WALL SHALL NOT BE LESS THAN 2 FEET. 7. ELEVATED SHEAR WALLS TO BE FRAMED OVER DOUBLE JOIST OR SOLID BLOCKING UNLESS NOTED OTHERWISE. 8. FOR 5/8" TO 3/4" THICK FLOOR SHEATHING, 3 1/4" (MIN) LONG NAILS SHALL BE USED. FOR 7/8' TO 1 1/8" THICK FLOOR SHEATHING, 3 1/2" (MIN) LONG NAILS SHALL BE USED. 9. 6" LONG S'DS SCREWS SHALL ENGAGE BOTH PLATES, AND FRAMING BELOW. 10. PRESSURE TREATED DOUGLAS FIR SHALL BE USED WHERE WOOD MEMBERS COME IN CONTACT WITH CONCRETE. 11. NUTS SHALL BE SECURELY FASTENED AGAINST SILL PLATE. HOWEVER, NUT AND WASHER SHALL NOT BE RECESSED INTO SILL PLATE. 12. ALL NUTS SHALL HAVE 1/4 "O "x3" PLATE WASHERS. MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT O 7/16" O.S.B. BLOCKED ONE SIDE OF WALL 8d AT 6" O.C. 8d AT 12" O.C. 5/8 "0 AB AT 48" O.C. 16d STAGGERED AT 5 1/2" O.C. O 7/16" O.S.B. BLOCKED ONE SIDE OF WALL 8d AT 6" O.C. 8d AT 12" O.C. 5 /8"O AB AT 42" O.C. 16d STAGGERED AT 4" O.C. O.S.B. BLOCKED ONE SIDE OF WALL. 5/8 "0 AB AT 42" O.C. O 7/16" G FRAMING AT ADJOINING PANEL EDGES SHALL BE *DBL 8d AT 6" O.C. 8d AT 12" O.C. 16d STAGGERED AT 4" O.C. 2x OR SINGLE 3x I I ROOF FRAM I NCG NOTES 2x4 AND 2x6 BEARIN& WALLS SHALL BE FRAMED AT 16" O.G. CORRELATE WALL LAYOUT WITH ROOF LAYOUT FROM TRUSS SUPPLIER TO INSURE ROOF TRU55 FALLS DIRECTLY OVER STUD. (i), O ... INDICATE 5HE AR 6 %LLS AND LENGTH SPECIFIED BY 5HADIN67, SEE 5HE ARWALL SCHEDULE TH15 SHEET RBI, R82 ... INDICATE BEAMS OR HEADERS, SEE SCHEDULE THIS SHEET. Al, W2 ... INDICATE WOOD COLUMNS; 51, 52 ... INDICATE STEEL COLUMNS, SEE 50HEDULE THI5 SHEET. TRU55 MANUFACTURER SHALL PROVIDE 51ZE OF HANGERS FOR TRU55 ATTACHMENT AT WA%LL5. IGN CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH OWNER. KIN& AND TRIMMER STUDS (FOR 2x6 WALL5): 5' -6" OPENING OR LESS (1) KING STUD AND (2) TRIMMER STUD5 REQUIRED, UNLESS NOTED OTHERWISE. 3' -6" TO 14'-0" OPENING (2) KIN& STUDS AND (2) TRIMMER 5TUD5 REQUIRED, UNLE55 NOTED OTHERWISE. ALL HAN&ER5, GL I PS, AND STRAP CONNECTORS ON THE PLANS AND DETAILS ARE S I MPSON STRONG TIE PRODUCTS UNLESS NOTED OTHERWISE. ROOF SLOPE SHALL BE VERIFIED WITH ARCHITECTURAL DRAWIN65. ROOF 5 TO BE 5 18 " 058 M S1 ,S2 ROOF FRAM I N6 PLAN rx'ALE: 1/4" = 1'-0° NORTH 5r=AM SGHr=OUL .- MARK BEAM SIZE RBI (2) 2x6 RB2 (3) 2x 10 R53 (2) 1 3/4" x 9 1/2" LVL R54 (3) 1 3/4" x 9 1/2" LVL 155 5x2.5 TUBE STEEL AT RADIUS COLUMN SCHEMUL M MARK BEAM SIZE W1 (3) 2x4 BUILT UP W2 (3) 2x6 BUILT UP W3 (4) 2x6 BUILT UP S1 3x3 STEEL S2 4x4 STEEL W hl! < 1 <j ^ 11 PROJECT NAME: U a a w x z O d ' •� M C a0 �~ A O y •p" A BUILDER: v M � � �.o w � N � a E AN PAGE DESCRIPTION: Z OC Q LL J LL O O { D � RAWNBYY: II.S.M. CHECKED BY: B.A.M. REVISION DATES: PROJECT # DATE: 3 : - 4 : 5EE SITE PLAN FOR CONTINUATION —�- 2" VENT 2" VENT 5EE 51TE PLAN FOR CONTINUATION 4' ------------------ ------------------------ --------- I� I _. _.. _..._.. -- -- ------ ...._.... _.. - - - - -- - -- -- ...... P 8 _..._.. ............... _._... - - - - -- -- .. E � � ' 2 ! E E � i P -14 2" V 3 - - - - - - - - -CC f i 4 P -14 2 V Q .. ....................__..........- € b � I E E l f E E 3 3 2 " VENT —t € E E I f i f € E R i i ! 3 3 3 3 3 E P-� P -1 Q 41- P -11 2 V P-5 ♦ ���� PH ♦ - 4" i� 1 �- - _i I P -2 FLAN NOTEB: O ALL POOL PIPING (WATER AND WASTE) TO BE INSTALLED AND GONNEGTED BY POOL EQUIPMENT GONTRAGTOR. FIELD VERIFY EXAGT LOGAT1016 OF POOL PIPING AND GOORDINATE WITH UNDERFLOOR WASTE PIPING. O2 4" ROOF DRAIN LINE DOWN FROM ABOVE. REFER TO %EEf MI2 FOR GONTINUATION OF PIPING. O GAP I LAWN SPRINKLER LINE FOR RM)RE GONNEGTION. LINE TO BE 36" BELOW GRADE. REFER TO DETAIL 6/M3.1 U4 R15E 1 -1/4" GOLD DOMESTIG WATER LINE AND I" LAWN 5MW4 ER LINE UP THRU FLOOR TO PRY STATION ABOVE. REFER TO SHEET MI.2 AND TO DETAIL 6".1 FOR CONNEGTIONS. �IOSa�leON 1 O (� O w . II. PLUMBINb FOUNDATION PLAN Imo\ scuF: va• = ra• ORIGINAL DRAWIN6 516NED BY: DWAYNE G. SUDWEEKS DATE OR16INAL 516NED: April 22, 200 ORIGINAL ON PILE AT ENGINEERED SYSTEMS A.%XIATES ! r 315 WES , POGATELLO, IDAHO W204 0833 ENGINEERED am SS%ONAL r M SYSTEMS o F�' �GIST FR /yF ASSOCIATES O2.I2.Oq Q � F� 315 WEST CENTER POCA 5762 �0 IDAHO 204 m 1 ° ma y J' PHONE: (208) 233 -0501 • y 9��F C. Svo�, FAX: (208) 233 -0529 s or ESA JOB NUMBER: 6 0 9 0 0 7 i E--- ... __ ........ L --- _.— _--- .------ .-- -..... --_...............--.... .....__-- ----- ._.......,- -...._ _ .. .-------------------------- ... .. ........................... _. .. I I 1 1 3 I PLAN NOTES: O RUN INDIVIDUAL HOT AND GOLD WATER PEX PIPING) TO EACH FIXTURE. BUNDLE PIPING T06ETHER AND RUN ABOVE CEILINGS. COORDINATE WITH DUGTYiORK AND ELEGTRIGAL GONDUITS IN THE FIELD. REFER TO PEX PIPIN6 MANIFOLD DETAIL FOR GONNEGTION TO MAIN WATER LINE AND YVATER BEATER IN 5TORA6E ROOM AND TO FIXTURE SGHEDULE FOR LINE 51ZE5 TO EACH FIXTURE. O2 RUN 6A5 LINE ON ROOF A5 SHOW SUPPORT WITH 'PILLOW' TYPE SUPPORTS AT 6' -0' ON CENTER COORDINATE PIPE INSTALLATION WITH ROOF TOP EQUIPMENT, BUILDING STRUCTURE AND WITH OTHER PIPING AND FIXMRE5. 6A5 METER BY LOCAL 6A5 COMPANY. 51ZE FOR 800p00 BTU AT 2 psi DELIVERY ag U3 INSTALL SHUT -OFF VALVE AND PEE REGULATOR IN 6A5 LINE. CONNGT TO ROOF TOP EQUIPMENT WITH FLEXIBLE H05E CONNECTION A5 REC (ENDED BY MANUFACTURER. REFER TO DETAIL A/113.1 O4 INSTALL 3/4" 6A5 REGULATOR ON EXTERIOR OF BUILDIN6. RUN 1' LOW PRE55URE GAS LINE INTO EQUIPMENT ROOM AND CONNECT TO POOL EQUIPMENT A5 SHOWN. REFER TO DETAIL A/M3.1 FOR TYPICAL 6A5 REGULATOR PIPING GONNEGTIONS. O DROP 4' ROOF DRAIN LINE AND 4' OVER FLOW DRAIN DOM IN CORNER OF EQUIPMENT ROOM. EXTEND OVERFLOW LINE OUT THRU EXTERIOR WALL AT 12' ABOVE FINISHED 6RADE. REFER TO FOUNDATION PLAN - SHEET MI.I FOR GONTINUATION OF ROOF DRAIN LINE. © GONiEGT 3/4' 6A5 LINE TO POOL EQUIPMENT WITH SHUT-OFF VALVE AND FLEXIBLE PIPE CONNECTOR FIELD VERIFY EGl11PMENT CONDITIONS IN FIELD. VERIFY EXACT LOCATION AND 51ZE OF EQUIPMENT PIPING BEFORE IN5TALLIN6 CAS LINES. (200 MBW O R15E 1 -1/4' WATER LINE UP TO PRE55LIRE REDUGIN6 STATION. REFER TO DETAIL 6/M3.1 FOR PIPING CONNECTIONS. R15E 1 -1/4' GOLD YgATER LINE WITH ' HARD' PIPIN6 UP ABOVE GEILIN65 AND RUN TO POOL EQUIPMENT ROOM A5 SHOWN. PROVIDE P -18 H05E O BIBB IN51DE MECHANICAL ROOM. 8 DROP 4' ROOF DRAIN LINE DOWN IN STORAGE ROOM. REFER TO FOUNDATION PLAN - SHEET MI.1 FOR CONTINUATION. O DROP 4' OVERFLOW PIPIN6 DOM IN CORNER OF ROOM AND EXTEND THRU EXTERIOR WALL AT 12' ABOVE FINISHED CRAVE. 10 INSTALL P -I6 UNDER COUNTER WATER DATER AND CONNECT TO I/2' GOLD WATER LINE AT ADJACENT FIXTURE. RUN 1/2' HOT WATER LINE (f'E)() TO FIXTURES IN TH15 SUITE. II ROUGH -IN 1 -1/4' WATER PIPING FOR FUTURE WATER 50FTENER PROVIDE BY -PA55 VALVE. 12 PROVIDE 1' COLD WATER LINE WITH REDUCED PRE.55URE BACK -FLOW PREVENTER FOR POOL EQUIPMENT. DRAIN R5FP' TO FLOOR SINW-, CONNECT IN GOLD WATER LINES TO POOL EQUIPMENT. FIELD VERIFY LOCATION OF POOL EQUIPMENT AND WATER CONNECTIONS. PROVIDE AND INSTALL SHUT -OFF VALVE IN EACH LINE AT POINT OF CONNECTION. 13 INSTALL P -16 UNDER COUNTER WATER HEATER AND GONNEGT TO 1/2' GOLD WATER LINE AT ADJACENT FIXTURE. c3 mill saw 3' V I I I I -. I I ------------ ------ I -------- - - - - -- I --------- - - - - -- I V OL O O ENGINEERED E S A SYSTEMS ASSOCIATES 315 WEST CENTER POCATELLO, IDAHO 83204 PHONE: (208) 233 -0501 FAX: (208) 233 -0529 M MEZEN I I: AN 5G&E: 1/4" = 1 Nortn� Nm Im 4 OR161NAL DRAYr11N6 516MM BY: DWAYNE G. SUDYEEKS DATE ORI6KAL SIGNED: April 22, 200q ORIGINAL ON FILE AT ENGINEERED SYSTEMS A550GIATE5 315 VEST Clff4TER, POGATHlO, IDAHO 83204 S�OSAL F ST fRF Q � 5'762 "C. ESA JOB NUMBER: 09007 ! m m* 0833 alb 02.12.0q M1.2 r� PLAN NOTES: 0 R15 SUPPLY AND RETURN AIR DUCTS IF THRU ROOF TO ROOF MOUNTED EQUIPMENT. COORDINATE DUCT LOGATIONS WITH BUILDING STRUGTURE AND WITH ROOF CURB ABOVE. SEAL ALL ROOF PENETRATIONS WEATHER T16HT. O2 R15E ROUND EXHAUST DUCT UP THRU ROOF TO ROOF GAP. REFER TO DETAIL WM3.2 FOR INSTALLATION AND TO EXHAUST FAN 5GHEDULE (SHEET M33) FOR DUCT SIZES. �3 ALL RIGID DUCTWORK AND DUCT HAN6EZ5, EXPOSED OR HIDDEN, IN POOL AREA TO BE ALUMINUM GONST XTION. SUPPORT ALL FLEXIBLE DUCTS FROM ROOF STRUCTURE AT 24" O.G. TO PREVENT 5LIWIN6 OF DUCTS. • O4 RUN 4 DRYER VENT THRU WALL TO WALL GAP. REFER TO DETAIL E".1 FOR DUCT INSTALLATION AND GONNEGTION TO DRYER, O INSTALL WOKE DETECTOR IN SUPPLY AIR DUGT FOR UNIT SHUT -DOWN. © PROVIDE AND INSTALL 4 "4) FLUE THRU WALL WITH SGREENED GAP FOR POOL EQUIPMENT. FIELD VERIFY EQUIPMENT LOCATION AND SIZE OF VENT OPENING AND N M3ER OF FLUE NEEDED. MATGH FLUE THRU ROOF TO EQUIPMENT FLUE 51ZE. POOL EQUIPt ENT BY POOL SUPPLIER. O INSTALL OUTSIDE LOVER NEAR ROOF AS SPECIFIED WITH SLEEVE THRU WALL. PROVIDE AND INSTALL MOTORIZED DAMPER WITH SEALED BLADES IN WALL SLEEVE AND INTERLOCK WITH POOL EQUIPMENT. X V � �O Vp M MEZEN I r r � srao�tami � 5GALE: 1/4 = 1' -0" ORI61NAL DRAWING 516NED BY: DWAYNE G. SUDWEEKS DATE ORIGINAL 516WD: April 22, 200q OR16INAL ON FILE AT ENGINEERED SYSTEMS A55XIATES 315 WEST CENTM POGATELLO, IDAHO 83204 0833 ENGINEERED SS%GNAL FN ESA SYSTEMS �, ASSOCIATES 02.12.Oq Q4o �STER y 315 WEST CENTER 5 762 POCA 8L2O a� s PHONE: (208) 233 -0501 M2.1 O FAX: (208) 233 -0529 F C S 0 or � ESA JOB NUMBER: 09007 V -t— EQUIPMENT 6A5 PREP. 9M REGULATOR 2# TO 1/2# CAPPED PRE55URE TEE _ - ROOF DRAIN OVERFLOW 36" SQUARE LEAD /� DRAIN EXTERIOR ALL VALVE HOUSING FLASHING UNDER — — — t SHUT-OFF VALVE SINGLE PLY RDOF 2" HIGH HATER MEMBRANE DAM 3/4' GOLD HATER � - a LINE DOWN IN WALL f = _---_-_-" 6ROUf AROUND ;: BIBB IN WALL 1111i� = .101NT UNION _ — ._._...._.._,._ SEGURE PIPE TO STUD AT RISE REMOVABLE KEY ROOF - FLEXIBLE GAS CONNECTOR — — - — DECK 7 r r / l Z WITH PIPE CLAMP -- 7 3f4° -HOSE CONNECTION � 18' MAX. — — ✓ ., � - WITH ANTI - SIPHON : -- VACUUM BREAKER PROVIDE ESGHUGEON PLATE AROUND PIPING UIVI7I3ZDEGK CLAMP FLOOR . ..,....._ _ ......................... .._ . ........._._6.._l._- ........�... 12" MIN ; I . 24" MAX. m ROL 1 �' e ¢ 4', �L .h c Y < ----- ---- . r ILLOYT T PE OVERFLOW LINE ADJUSTABLE DRIP LE6 SAME — — SUPPORTS CLAMP SIZE A5 PIPE = LOCATE ROOF DRAINS IN ROOF SUMP <. 5EE ARCHITECTURAL DRAWINGS ROOF I I ( �` ' ............. . ......... ......... _.. - _ ........ ! "... - -. ` ................ _. .._ .._.... - -...._ _....... .._.... ......... _..._- ......... A 6A5 FRESSUmm Kt6ULATOR INSTALLAT S ETA I L NO �� 5 1 OOF 01A I N F I F I N6 OETA I L � �� G EXTERIOR HOSE 5155 DETAIL N� ��-E MOUNT IN WALL CAVITY WITH 3/4' HOT WATER Q BRA% GLEANOUT PLU6 W/ FLOW TO 12X12 AGCE% PANEL OR TO MANIFOLD I' GOLD WATER GLEANOUT AND ACCESS COUNTER SUNK HEATS NEAREST BELOW LAVATORY OR SINK TO MANIFOLD COYER. TOP OF COVER I6 SQUARE GONG PAD LUSH FIXTURE __ __.......__..__.. WlTOP OF �py� SMOOTI+� CHROME WALL COVER i �" MAY EXTEND AS A FOB FLOOR LINE AND SGREW WASTE OR VENT GONGRETE FILL FLOOR DRAIN TILE FLOOR -- WATERPROOF MEMBRANE AIR GAP VAGUJM CEMENT BED _........._. .. :' FIN15H 6RAVE WALL PLJJ66ED TEE I/8 G.I. BEND WITH GLEANOUT BALANCE OF PIPING BREAKING PORTS REQUIRED _ ®� J SAME A5 CLEANOUT I' -0' I/8 G.I. BEND G.I. WASTE LINE. FLOOR LINE TO GRADE. LENGTH TO SUIT. - STRUCTURAL 12 MIN. TO SLAB -- -- - ' -:- - HORIZONTAL ®C TYPICAL PEX PIPIN6 LABEL EACH ® ® T INDI FIXTURE. REFER CONNECTION ®�-� � ---- -� T GLEANOUT SHOULD NOT / -`— WASTE LINE BE LOCATED IN I/8 G.I. BEM RUN IN PIPE ` `` E< WITH FIXTURE m ®� FIXTURE SGHEDULE NG FOR SIZI OF LINES SERVING TO EACH FIXTURE CARPETED AREA. I/8 BEND IF GLEANOUT _. UGGIRS AT END OF LINE. BALANCE OF PIPING SAME UTILIZE A5 MANY A5 GLEANm TO 6RADE. CONNEGTIONS A5 ® -- i REQUIRED FOR --- -- ---- - - - - -- --------- - - - - -- FLOOR CL (PGO) GLNOl�T' TO cSRAri�� (GOT6) WAl.L GL�,41�lOUT (WGO) _ f OUTLET TO P -TRAP FiS — �--- 2x4 BRAGIN6 AT TOP L AND BOTTOM OF MANIFOLD >e�sa■�eO1! O CLEA N OUT DETAILS NO 5GALE E FLOOR DRAIN AI TRAP PR IMER DETAIL N0 5CALE F 1 1 F I NS? MANIFOLD DETAIL N O 5GA-E WATER PIPING CONCRETE INSULATION SAND TRERIGE 3-1/2" 1 -1/4" GW LINE TO COMBINATION PRESSURE REDUCING NO.800, RAN6E WATER DATER, PIPING " I MIN. I/2' GOLD WATER LINE VALVE AND STRAINER 5ET 0- TO-100 P51 MANIFOLD AND POOL 1/2" HOT WATER LINE u DISCHARGE AT 50 P516 I EQUIPMENT. BACK-FLOH p � SE TO RI PRE" LI'l' LR ......._- `T ... .. ,« :.. e < ■ 0 El 3.Lt.Vn � a , e" y oe° ; I. ':: o p' „ `u a, °o o., >•( '> }TC A ` .� _ F,� a <� c p_ `1'•1i�1/YL a t� 2x4 HOOP UTILI STUD HALL �-- lu V CEILING SPACE I. �u T II z f =�- ` AT I6 O.G. -- I n a 1.;.;1: ::�_�, °�'` , ��� = -� �... ; f a �� :a a° , �o° ` 3 2 VENT LINE UP 5Wr -OFF VALVES ��T�i� T I I (Gf V_ B /� ' BALL VALVE UNION (TYPICAL) ,_..W, V 4' >iHi :::;!I €.. EXT HALL ' I i ) � ;1®I r I ....�,i I - � 3 1 I .. 1 3 1 1_ I I l� C I....� f l � --1 DIRT LEGI A RED I IV..J.JVIV.. 1 I i, r I i s I 1 SUDWEIGS Gtj T1t ! C VDE BACKFLOW PREVENTER -f— I'-O' MINIMUM CLEARANCE (. ' SECTIO 'A' COMPACTED EARTH GUT EXISTING CONCRETE 3/4 DRAIN VALVE DRAIN VALVE FLOOR A5 REQUIRED TO GAP " ' I" GW LINE OUT FOR GONNEGT TO EXISTING PIPING. ORIGINAL DRAWING SIGNED BY: DWAYNE G. SUDWEEKS �— — I SPRINKLER SYSTEM NOTES: FINISfED FLOOR DATE OR161NAL 516NED: April 22,200q -- I - ALL WATER PIPIN6 INSTALLED UNDERFLOOR SHALL BE TYPE "K" COPPER - -- — �- - - 5 -0 u� 2 - WATER PIPE INSULATION ON UNDERFLOOR PIPING SHALL BE ARMAFLEX 3/4" THICK RUBBER ............._..._.-..__..------------..-...__...._..-__- ...._..-- ..._.___._.._.._._.._- ----- .- ... -_ -- 2" P -TRAP 2" WASTE LINE ORIGINAL ON FILE AT EN6H33l2M SYSTEMS A5WGIATES 315 WEST CENTER, POGATELLO, IDAHO 83204 Ir� 003 — I -I/4' WATER SUPPLY _ _ ~- - _ _ TO BUILDIN6 PIPE INSULATION. TAPE INSULATION AT ALL 5EAM5. BY 51TE UTILITIES BY PLUMBING CONTRACTOR I CONTRACTOR 3 - MINIMUM PIPE SIZE UI�CIEW =LOOK SHALL BE 3/4 �� DROP 2' WASTE LINE DOWN BELOW FLOOR AND CONNECT S�ONAL FNc ENGINEERED ESA SYSTEMS 4 f H� TO EXISTING WASTE PIPING. S is �GISTER �'y�c� ASSOCIATES 02.112.0q 315 WEST CENTER TAMPED, RODDED OR� COMPAGTI =D DURiN�G INST� GARS SHOUI..D BE Q TAKEN NOT TO DEFORM OR OTHERWISE DAMAGE PIPING OR INSULATION. POCATELLO, IDAHO 5762 83204 M3*1 P HONE: (208) 233 -0501 9�� T OF ,G� F �� C S FAX: (208) 233 -0529 ow 6 G RATER F1�55U� "REDUG I N6 STAT I oN NO 5G&E H UNDER5LAB FIFE INBTALLATI D TA I L NO 5G&E J AASHER BOX F I F I NG DETA No Sc� i MWJ NUMBER 0900 BAGKDRAFT PREVENTER I" ACOU5TIGAL DUGT 4 FLUE LINER ON INTERIOR 24 MAX TO EXTERNAL DUGT IN5ULATION 241 MAX TO Y-ON MIN. STRAIGHT STORM GOLLAR OF DUCT. FIRST SUPPORT ON ALL ROM R161D FIRST SUPPORT 51EGTION INTO BOX ROOF FLASHING RIGID SPIN- DUCT WORK AND FITTINGS. t ROOF DUCT SUPPORT ROUND FLEXIBLE SUPPLY IN FITTING DUGT TO GEILIN67 DIFFUSER EXTERIOR DUGT SLOT DIFFUSER 14, DAMPER DUCT PLENUM INSULATION RIGID IN HOT AND GY4 SUPPLY SUPPORT PIPING TO WATER HEATER DZTYqOW >< GRID x T -BAR • 4H VIEW (7 HA N DLE L SUPPORT HIRE TARKLE55 C7A-5 FIRED GLUE FLEX DUGT TO Fli-nw7, ' WING NUT - GLAMP DOWN WITH STRAP AND 6L.UE FLEX DUGT TO L GL FLEX MT To WATER HEATER I -1/4 ( 7A5 PIPING ROUND R1610 DUGT.— SCREW SOLID TO M61D FITTING ADAPTER 4 GLAMP R.1610, GLAMP DOWN WITH RECTANGULAR ROUND WITH STRAP. SUPPLY DUGT ATTAGH TO PJ610 DUGT STRAP AND SCREW SOLID H1114 DRAW BAND TYP. BALL VALVE . ..... .. - - - - - 6A5 CAXK ............. ........... OPP05M BLADE ROUND TO T 4 P RELIEF VALVE51ZED DAMPER WHERE SQUARE ............. TO MATCH WATER HEATER DIRT LEG 5PEGIFIED TRANSITION I L7- Li SLOT DIFFUSER 6YP. BOARD GEILI% TYPICAL UNION L DRAIN VALVE LAY-IN DIFFUSER LAY-IN GEILIN6 T PIPE FULL SIZE TO FLOOR FLOOR A CEILISIG PlFfUSER DETAIL II TH FLEXIBLE DUCT NO 5G&E 5 [TYPICAL SLOB DIF DETAIL I NO 5G&E 0 RATER HEATER F I F I N6 P I A6RAM NO 5GALE ----------- RCOFTOP OUTSIDE WALL ROOF GMURB SEAL AROUND DRYER MAIN AIR DU<iT NOTE. L=1/4 Yq W UNIT VENT PqITH KATER-PROOF BACK -DRAFT GAULKIN66, ON BOTH 51DE5 MINIMUM) NAILING DAMPER OF WALL. ROOF DECK lolo 0 JO I STS USE DAMPER H- EN r -------------------- n INDICATED ON FLOOR PLAN 45 FASTENER WITH s ' / I DRYER BY R161D NEOPRENE KA5HEIR5 Kk1 E)(HAU5T GAP OY#ER AIR BRANCH n 4'(P DRYER -7 INSULATION VENT DUGT (TYPIGAL) ROOF DEG COUNTER FLA514IN -------- VER,AL (rORGHEQ) -,-- - , ' 11 1 4'(P ALUMINUM SM11ON A J015T5 DRYER DUGT SINGLE PLY ROOFING WALL EXHAUST CAP OUTSIDE KALL x' L -------------------- j r NOTE. POSITION ROOF CURB CANT STRIP- ! 'i``' ,! OVER ROOF J015T5 IN 5" A SINGLE PLY PROVIDE W LINED NORM MANNER AS TO SPREAD THE ROOFING MATERIAL HOSE CLAMPS TO TIE THE YEIG-W OF THE MEC44ANIGAL c UNIT OVER AS MAW TRL65B ,PHA d-T DUGTNORK TOGETHER. AS POSSIBLE RE6ARDLE55 OF HOW TRI65B ME RUNNIN6 P 7YPICAL ROOT- CURB MOUNT I N6 DETAIL NO 5GALE DR YER IVIEENT THRU HALL DETAIL I NO 5GALE f!j DUCT CONNECTION DETAIL Z_ .<r (1) TRANSVERSE REINFORGIN6 512E 15 DETERMINED BY FROM EV6E OF LINER 4" MIN. • FAN ASSEMBLY DIMENSION OF SIDE TO WHICH ANGLE 15 APPLIED. 12H or, SHEET METAL DUCT BACK-DRAFT .................. DAMPER MAX. METAL FASTENERS - OMARK IW:)ULPIN5, .. ........ ORIGINAL DRAWING SIGNED f3Y- VKAYNE G. 5WYf B�5 .......... .......... ...................... .............. -------------- INSULATED j\r' DURO DYNE FASTENERS OR CRPNAIL5. TOP AND BOTTOM GA13INET DATE ORIGINAL 516NED: April 22, 200q 5EGTION OF LINER EXHAUST FAN DOUBLE 2' MIN. CLEAR 2 . ORIGINAL ON FILE AT EN(71NEERED SYSTEMS A%XIATE5 SHALL OVERLAP WALL FLUE - --------------- --------------- 6RIP NAILS SHALL BE INSTALLED -- - - - -------- 'T GENT13� POGATELLO, 1040 83204 THE SIDES 315 WEST 0833 BY C7RlPNAIL AIR HAMMER OR 13Y ----- - -- --- AUTOMATIG FASTENER EQUIP. I" THICK DUGT GEILIN6 ENGINEERED LINER ESA SYSTEMS ENDS OF LINER SHALL BE ALL ENDS OF LINER TO BE LINER TO BE ADHERED To GEILINC7 (5RILLE ASSOCIATES 02.12.0q BUTTED FIRMLY TOGETHER SEE WITH ADHESIVE. DUCT W O BE ADHESIVE ISTE 315 WEST CENTER SEE 5PEGIFIGATION5. SEE 5PEGIFICATION5. POCATELLO, IDAHO 5762 83204 A43*2 PHONE: (208) 233-0501 0 FAX: (208) 233-0529 or 6 DUCT CONSTRUCT ION AND HAN6FR VPTAIL NO 5�,ALE H CE I L I N6 MOUNTFI; EXHAUST fAN Pr-TA I L NO 5G&E j r THRU ROOF Dr-TAIL No 5GALE s ESA JOB NUMBER: 09007 6 T!;ZAN5VER-c.f REINFORGIN65 (1) MINIMUM AT JOINTS HA16LI;-' STRAPS REINFORGIN6 5ELF-TAPPING CADMIUM ANGLE SIZE PLATED HEX HEAD SHEET DIMENSION SHEET AND MAXIMUM METAL 5CRFA OF METAL LONGITUDINAL ROOF CAP LON6E5T 6A6E 5PAGIN67 DRIVE (FLAT ROOF) INSTALL UNDER ROOF SIDE, (ALL FOUR BETWEEN TRANSVERSE SLIP HEMMED 5 SLIP REGOM- REGOM- tu SIDES) JOINTS WR INTERMEDIATE MENDED MENDED REINFORGIN67 6A6E 6A6E UP THRU 12 26 NONE REQUIRED 2b 26 13-18 24 NONE REQUIRED 24 24 IcI - 30 24 ININI/bI @ bo IN - 24 (1) TRANSVERSE REINFORGIN6 512E 15 DETERMINED BY FROM EV6E OF LINER 4" MIN. • FAN ASSEMBLY DIMENSION OF SIDE TO WHICH ANGLE 15 APPLIED. 12H or, SHEET METAL DUCT BACK-DRAFT .................. DAMPER MAX. METAL FASTENERS - OMARK IW:)ULPIN5, .. ........ ORIGINAL DRAWING SIGNED f3Y- VKAYNE G. 5WYf B�5 .......... .......... ...................... .............. -------------- INSULATED j\r' DURO DYNE FASTENERS OR CRPNAIL5. TOP AND BOTTOM GA13INET DATE ORIGINAL 516NED: April 22, 200q 5EGTION OF LINER EXHAUST FAN DOUBLE 2' MIN. CLEAR 2 . ORIGINAL ON FILE AT EN(71NEERED SYSTEMS A%XIATE5 SHALL OVERLAP WALL FLUE - --------------- --------------- 6RIP NAILS SHALL BE INSTALLED -- - - - -------- 'T GENT13� POGATELLO, 1040 83204 THE SIDES 315 WEST 0833 BY C7RlPNAIL AIR HAMMER OR 13Y ----- - -- --- AUTOMATIG FASTENER EQUIP. I" THICK DUGT GEILIN6 ENGINEERED LINER ESA SYSTEMS ENDS OF LINER SHALL BE ALL ENDS OF LINER TO BE LINER TO BE ADHERED To GEILINC7 (5RILLE ASSOCIATES 02.12.0q BUTTED FIRMLY TOGETHER SEE WITH ADHESIVE. DUCT W O BE ADHESIVE ISTE 315 WEST CENTER SEE 5PEGIFIGATION5. SEE 5PEGIFICATION5. POCATELLO, IDAHO 5762 83204 A43*2 PHONE: (208) 233-0501 0 FAX: (208) 233-0529 or 6 DUCT CONSTRUCT ION AND HAN6FR VPTAIL NO 5�,ALE H CE I L I N6 MOUNTFI; EXHAUST fAN Pr-TA I L NO 5G&E j r THRU ROOF Dr-TAIL No 5GALE s ESA JOB NUMBER: 09007 6 HA16LI;-' STRAPS 5ELF-TAPPING CADMIUM PLATED HEX HEAD SHEET METAL 5CRFA ROOF CAP HANG VUGT5 UP TO 30" (FLAT ROOF) INSTALL UNDER ROOF BACK -DRAFT WIDTH WITH IN x lb GAGE -0 Y, STRAPS AT 10'` MEMBRANE AND SEAL WA TERTIGHT 12 MIN. PREYENTER tu MAXIMUM 5PAGIW STRAPS TO BE k. TIGHT AGAINST ROOF NON41ARDENIN67 CAULK DUCTWORK Y STORM M JEN5EN NO POP RIVETS ALLOW EXHAUST DUGT (SEE PLAN FOR 512F,) LL COLLAR NOT MORE THAN 2" FLASH ONTO ROOF FLASHING AND SEAL WATERTIGHT (1) TRANSVERSE REINFORGIN6 512E 15 DETERMINED BY FROM EV6E OF LINER 4" MIN. • FAN ASSEMBLY DIMENSION OF SIDE TO WHICH ANGLE 15 APPLIED. 12H or, SHEET METAL DUCT BACK-DRAFT .................. DAMPER MAX. METAL FASTENERS - OMARK IW:)ULPIN5, .. ........ ORIGINAL DRAWING SIGNED f3Y- VKAYNE G. 5WYf B�5 .......... .......... ...................... .............. -------------- INSULATED j\r' DURO DYNE FASTENERS OR CRPNAIL5. TOP AND BOTTOM GA13INET DATE ORIGINAL 516NED: April 22, 200q 5EGTION OF LINER EXHAUST FAN DOUBLE 2' MIN. CLEAR 2 . ORIGINAL ON FILE AT EN(71NEERED SYSTEMS A%XIATE5 SHALL OVERLAP WALL FLUE - --------------- --------------- 6RIP NAILS SHALL BE INSTALLED -- - - - -------- 'T GENT13� POGATELLO, 1040 83204 THE SIDES 315 WEST 0833 BY C7RlPNAIL AIR HAMMER OR 13Y ----- - -- --- AUTOMATIG FASTENER EQUIP. I" THICK DUGT GEILIN6 ENGINEERED LINER ESA SYSTEMS ENDS OF LINER SHALL BE ALL ENDS OF LINER TO BE LINER TO BE ADHERED To GEILINC7 (5RILLE ASSOCIATES 02.12.0q BUTTED FIRMLY TOGETHER SEE WITH ADHESIVE. DUCT W O BE ADHESIVE ISTE 315 WEST CENTER SEE 5PEGIFIGATION5. SEE 5PEGIFICATION5. POCATELLO, IDAHO 5762 83204 A43*2 PHONE: (208) 233-0501 0 FAX: (208) 233-0529 or 6 DUCT CONSTRUCT ION AND HAN6FR VPTAIL NO 5�,ALE H CE I L I N6 MOUNTFI; EXHAUST fAN Pr-TA I L NO 5G&E j r THRU ROOF Dr-TAIL No 5GALE s ESA JOB NUMBER: 09007 6 I XTURE SCHEDULE SYM. SYM. DESGRIPTION HOT GOLD KN5TE VENT P -I ADA FLUSH TANK WATER CLOSET - KOHL.ER -- 1/2" 4' 2' K -351q-0 'HI6HL.INE' WITH ELON6ATED BOWL, .25 19� 120160/1 Im K -*IO-G OPEN FRONT SEAT, K- g481 -L -5N 1� e CEILIN6 2 gum= 150 TRIP LEVER AND BOLT GAPS. 100 120160/1 110 WITH LI6HT5 P -2 ADA WALL MOUNTED LAVATORY - KOHLER 1/2' I/2" 1 -1/2' 1 -1/2' K -2032 '6REE.NWIGH" WITH K- 13885 -GP 120160/1 110 WITH LIC-W5 TWIN CITY TI50 WITH 6'0 DUCT UP TO MODEL 611 ROOF GAP OFFSET DRAIN WITH 6RID STRAINER, MOUNTED 150 25' 100 K- 7-503 -5A-GP 6005ENEGK FAUCET WITH 110 WITH LI6HT5 TWIN CITY T150 WITH 6 DUCT UP TO MODEL 611 ROOF GAP WRIST BLADE HAI DLES, 1/2' STOPS AND 1 -1/2' 150 .zn 100 120/60/1 P -TRAP. PROVIDE IN5ULATIN6 JAGKET ON WITH LIGHTS BROAN WITH 1 DUCT UP TO TWIN CITY MODEL 611 ROOF GAP e RANGE 5 WATER AND WASTE PIPING. 120 .25' 1/8 HP 120 /6 0A P-3 51N6LE COMPARTI -EW SINK - ELKAY MODEL 112' 1/2" 1 -1/2' 1 -1/2' LR IgIq WITH LK -A -2441 HI -ARC FAUCET WITH WRIST BLADE HANDLES, LK-35 DUO - STRAINER, 1/2" 5TOP5 AND 1 -1/2' P -TRAP. PIRICE 535 IN 2*24 LAY-IN MODULE i�� P-4 DOUBLE COMPARTMENT SINK - ELKAY MODEL 1/2' 1/2" 1 -1/2" 1 -1/2' LR 2519 WITH LK-35 DUO - STRAINER, LK -4100 ©i ©i MOD 't�j LEVER HANDLE FAUCET, 1/2" 5TOP5 AND I -1/2" � • i•• •I 171 P -TRAP. �� -. � ...• _. , , P -5 2' FLOOR DRAIN - ZURN X-415 WITH 5'(D -- 11 2' 2' NICKEL- BRONZE, TYPE 13' STRAINER AND 2' DEEP SEAL P -TRAP. PROVIE AND INSTALL ZURN Z -1022 SANI -GUARD TRAP PRIMER. C1�1 (REFER TO DETAIL E/M3.1) �� • r 171 P� ADA SHOYER STALL - LA5G0 MODEL 1/2' 1/2" 2' 2' 3636 -•BF5 COMPLETE WITH FOLD -UP BENCH, GRAB BARS, HAND HELD SHOWER HEAD WITH •fib SLIDE BAR AND THERMOSTATIC MIXING • r �7r sq 7 VALVE, GURTAIN ROD, SHOYM CURTAIN AND - r • : r.. u HOOKS. PROVIDE 2' DRAIN LINE WITH PERFORATED STRAINER AND 2" DEEP SEAL P -TRAP. P -1 ICE MAKER BOX - 6U1' GREY MODEL 815 -BIM -- I/2" -- - -- REGE55M UTILITY BOX WITH 1/2' SHUT -OFF VALVE. P -8 WASHER BOX - 6UY 6REY F55200T5 WITH 112' 1/2' I/2" 2' 2' HOT AND GOLD WATER SUPPLIES FROM TOP WITH SHUT -OFF VALVES AND 2" WASTE LINE WITH P -TRAP. P-q DRINKIN6 FOUNTAIN - ELKAY MODEL EZ05 -- 11'2" 1 -1/2' 1 -1/2' WITH FLI=XI -GUARD BUBBLER, 1/2' STOP AND I -1/2' P -TRAP. PROVIDE VANDAL RE515TANT BOTTOM PLATE. SEGURE BOTTOM OF FOUNTAIN TO WALL. P - 10 4' ROOF DRAIN - JAY R SMITH MODEL 1010 -- - 4' - -- WITH DOME STRAINER, UNDERDEGK CLAMP AND 4' DRAIN LINE CONNECTION. P -II 4' OVERFLOW DRAIN - JAY R. SMITH MODEL -- - 4' - -- 1080 WITH 2' HIGH WATER DAM, DOME STRAINIER UNDERDEGK CLAMP AND 4" DRAIN LINE GONhEGT10N- P-12 4' DOWNSPOUT NOZZLE - JAY R. SMITH MODEL. -- - 4' -- 1770 WITH WALL FLAN6E, ROU6H- •BRONZE GONSTRUGTION AND 4' DRAIN LINE CONNEGTION. P -13 WATER HEATER - A.O. SMITH MODEL xI -Iggl 3/4' 3/4" -- - -- WITH IgOOOO MAXIMUM BTU INPUT, 3/4' LINE CONNEDCTIONS WITH SHUT -OFF VALVES, AND 3/4' 6A5 LINE CONFECTION WITH SHUT -OFF VALVE. HEATER TO PRODUCE 5.2 6PM AT 60 "F TEMPERATURE R15E. P -14 FLOOR SINK - ZURN Z -1900 WITH 3/4 GRATE, -- - 4' 2' WHITE ENAMAL FIN15H, DOME STRAINER AND 4" DEEP SEAL P -TRAP. P -15 EXTERIOR H05E BIBS - ZURN Z -1310 -- 3/4" -- - -- "ECOLOTROL' WITH VACUUM BREAKER AND REMOVABLE TEE HANDLE. LEN6TH TO SUIT WALL THIGKFE55. P -16 POINT- OF-USE WATER HEATER - A.O. SMITH 1/2' V2 -- - -- MODEL EL-" WITH 4 GALLONS GAPAGITY, 3/4' TtP RELIEF VALVE, SINGLE 15 ELEMENT AND 1/2' WATER PIPING CONNECTIONS WITH HEAT TRAP NIPPLES. P -11 POOL DRAIN - POOL DRAIN BY POOL -- - 4' 2' EGIUIPMENT GONTRACTOR. PLUMBING GONTRAGTOR TO ROUGH -IN AND COR EGT 4" WASTE LIFE WITH 2" VENT A5 SHOWN ON PLANS. FIELD VERIFY EXACT LOCATION OF DRAIN GONNEGT10N5. P -IS INTERIOR H05E BIBB - WOODFORD MODEL -- 1/2" -- - -- 24P-1/2 WITH VACUUM BREAKER AND ROUND HANDLE. EXHAUST FAN SCHEDULE SYM. TYPE G.F.M. SP.E. IRMO= GHAR R.P.M. CONTROL REMARKS e GEILIN6 I MOUNTED 150 .25 19� 120160/1 Im WITH LI6HT5 1� e CEILIN6 2 gum= 150 25' 100 120160/1 110 WITH LI6HT5 TWIN CITY TI50 WITH 6'0 DUCT UP TO MODEL 611 ROOF GAP e CEILIN6 3 MOUNTED 150 .25' 100 120160/1 110 WITH LIC-W5 TWIN CITY TI50 WITH 6'0 DUCT UP TO MODEL 611 ROOF GAP e GEILIN6 4 MOUNTED 150 25' 100 120160/1 110 WITH LI6HT5 TWIN CITY T150 WITH 6 DUCT UP TO MODEL 611 ROOF GAP HOOD 150 .zn 100 120/60/1 110 WITH LIGHTS BROAN WITH 1 DUCT UP TO TWIN CITY MODEL 611 ROOF GAP e RANGE 5 TOP GENTRFU6AL 120 .25' 1/8 HP 120 /6 0A 1200 HUMID15TAT TWIN CITY MODEL CRDD OCIOA WITH BAGK -DRAFT DAMPER. MOUNT ON ROOF GURB WITH SLEEVE THRU ROOF TO GRILLE. e ROOF 6 PIRICE 535 IN 2*24 LAY-IN MODULE i�� i i � • i•• � i • ©i ©i MOD 't�j i i � • i•• •I 171 �� -. � ...• _. , , EXHAUST FAN SCHEDULE SYM. TYPE G.F.M. SP.E. WATTS GHAR R.P.M. CONTROL REMARKS e GEILIN6 I MOUNTED 150 .25 100 120160/1 110 WITH LI6HT5 THN CITY T150 WITH 6 DUCT UP TO MODEL 611 ROOF GAP e CEILIN6 2 MOUNTED 150 25' 100 120160/1 110 WITH LI6HT5 TWIN CITY TI50 WITH 6'0 DUCT UP TO MODEL 611 ROOF GAP e CEILIN6 3 MOUNTED 150 .25' 100 120160/1 110 WITH LIC-W5 TWIN CITY TI50 WITH 6'0 DUCT UP TO MODEL 611 ROOF GAP e GEILIN6 4 MOUNTED 150 25' 100 120160/1 110 WITH LI6HT5 TWIN CITY T150 WITH 6 DUCT UP TO MODEL 611 ROOF GAP HOOD 150 .zn 100 120/60/1 110 WITH LIGHTS BROAN WITH 1 DUCT UP TO TWIN CITY MODEL 611 ROOF GAP e RANGE 5 TOP GENTRFU6AL 120 .25' 1/8 HP 120 /6 0A 1200 HUMID15TAT TWIN CITY MODEL CRDD OCIOA WITH BAGK -DRAFT DAMPER. MOUNT ON ROOF GURB WITH SLEEVE THRU ROOF TO GRILLE. e ROOF 6 .01 1A jp*4 O N � ;9 -- T SCHEDULE SYM. TYPE BTU KW CHAR CONTROL REMARKS HORIZONTAL C1 ►5 3.0 2061WA • :.• GMA`K MODEL -81 WITH MMB-10 WALL MOUNTIN6 BRACKET AND WALL MOUNTED THERMOSTAT. ® �� •R MODEL a M OD ULE �] �►��� • ..• :� � • �� •• •r: a 7r -- • PIRICE 535 IN 2*24 LAY-IN MODULE i�� i i � • i•• � i • ©i ©i MOD 't�j i i � • i•• •I 171 �� -. � ...• _. , , C1�1 �� • r 171 ©© - r - • • : : • r .. it ••• a =�mm�mmmmil •fib ®® • r �7r sq 7 ©© - r • : r.. u ELECTRIC HEATER SCHEDULE SYM. TYPE BTU KW CHAR CONTROL REMARKS HORIZONTAL 10,236 3.0 2061WA WALL STAT GMA`K MODEL -81 WITH MMB-10 WALL MOUNTIN6 BRACKET AND WALL MOUNTED THERMOSTAT. ® >e�ss�eow � V O- O � 0 � I OR161NAL DRAWIN6 516NED BY: DWAYNE G. SUDHEEr5 -- - DATE ORI61NAL 516NED: *1122, 200q OR16INAL ON FILE AT EN61N33?M SYSTEMS ASSOCIATES IN 315 YEST GENTEI;� POGATEU -0, IDAHO 83204 0833 ENGINEERED 101 S ,, \ONAL FH ESA SYSTEMS IS T G� ASSOCIATES 02.12.00 Q � O F ER y 315 WEST CENTER 5762 POCATB 20 �!t PHONE: (208) 233 -0501 M3*3 Of y �C' FAX: (208) 233 -0529 F S 0 or ESA JOB NUMBER: 09007 6