NORTHWOOD PROFESSIONAL CENTER

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1 BUILDING ODE NLYSIS PPLIBLE BUILDING ODES 0 INTERNTIONL BUILDING ODE 0 INTERNTIONL MEHNIL ODE 0 INTERNTIONL FUEL GS ODE 0 INTERNTIONL ENERGY ONSERVTION ODE 0 INTERNTIONL PLUMBING ODE 0 INTERNTIONL ELETRI ODE & NFP 0 PPLIBLE LIFE SFETY ODE 0 LIFE SFETY ODE (NFP 0) ONSTRUTION TYPE BUILDING USE GROUP TYPE V-B USE GROUP B (BUSINESS) OVERLL BUILDING FLOOR RE BUILDING, SQURE FEET BUILDING B, SQURE FEET BUILDING,00 SQURE FEET LLOWBLE TYPE V-B BUILDING RE LLOWBLE FRONTGE INRESE (DUE TO OPEN SPE - % INRESE),000 SQURE FEET,0 SQURE FEET TOTL LLOWBLE BUILDING RE OUPNT LOD (IB TBLE 00..) BSED ON STNDRD ND LRGEST TENNT SPES,0 SQURE FEET BUSINESS RES 00 S.F. GROSS PER OUPNT 00 SQ. FT. / 00 SQ. FT. GROSS = OUPNTS BUSINESS RES 00 S.F. GROSS PER OUPNT SQ. FT. / 00 SQ. FT. GROSS = OUPNTS LLOWBLE OUPNT LOD NUMBER OF STORIES LLOWBLE NUMBER OF STORIES FIRE RESISTIVE ELEMENTS: OUPNTS IN LRGEST SUITE, IN STNDRD BUILDING PERMIT SET TENNT SEPRTION STIR ENLOSURES SHFT ENLOSURES EXIT ESS ORRIDORS FLOOR ONSTRUTION ROOF ONSTRUTION EXTERIOR WLL ONSTRUTION BUILDINGS DO NOT HVE SPRINKLERS. GENERL NOTES NOT PPLIBLE NOT PPLIBLE NOT PPLIBLE NOT PPLIBLE NON-OMBUSTIBLE NOT RTED NOT RTED. ONTRTOR SHLL VERIFY LL ONDITIONS PRIOR TO ONSTRUTION. B. NY ITEM WHIH IS NOT EXPRESSLY SHOWN BUT WHIH IS RESONBLY UNDERSTOOD TO BE REQUIRED FOR THE PROPOSED WORK SHLL BE OUNTED FOR IN THE BID ND PROVIDED BY THE PPROPRITE SUBONTRTOR OR SUPPLIER.. ONTRTOR SHLL STORE, TRNSPORT ND DISPOSE OF DEMOLITION ND ONSTRUTION DEBRIS IN STRIT ORDNE WITH LL MUNIIPL, OUNTY, STTE ND FEDERL ODES ND REGULTIONS. D. THESE DRWINGS RE NOT PRESENTED S FULL SERVIE DRWINGS. THEY RE PROVIDED TO SSIST THE OWNER OR ONTRTOR OBTIN LL REQUIRED PERMITS ND PPROVLS PRIOR TO ONSTRUTION., LL. P.O. BOX HEBRON, 0 PHONE: 0-0- SEPTEMBER, 0 LIST OF DRWINGS ISSUE S OVER SHEET -- RHITETURL 00 BUILDING - FIRST FLOOR ND ROOF PLN -- BUILDING B - FIRST FLOOR ND ROOF PLN -- 0 BUILDING - FIRST FLOOR ND ROOF PLN ENLRGED TYPIL UNIT REFLETED EILING PLNS BUILDING - ELEVTIONS -- REV. E. IN THE EVENT THT DDITIONL INFORMTION IS REQUIRED FOR BIDDING OR ONSTRUTION ONTT THE RHITET IN TIMELY MNNER SO S NOT TO DVERSELY FFET THE PROSEUTION OF THE WORK. F. ONTRTOR SHLL BE RESPONSIBLE FOR ONSTRUTION MENS, METHODS, TEHNIQUES ND PROEDURES ND FOR LL SFETY PREUTIONS S THEY RELTE TO THIS PROJET. G. THE ONTRTOR SHLL SEURE LL PERMITS, PPROVLS ND INSPETIONS FOR THIS PROJET S REQUIRED BY MUNIIPL, OUNTY OR STTE REGULTIONS OR REQUIREMENTS. H. ONSTRUTION PERSONNEL SHLL PRK IN DESIGNTED RES. I. THE SITE SHLL BE MINTINED IN LEN ONDITION DURING ONSTRUTION. DEBRIS SHLL NOT BE STORED ON SITE. MTERILS SHLL BE STORED OR STGED IN RES DESIGNTED BY OWNER. J. THE ONTRTOR SHLL OORDINTE WITH OWNER ND MKE NEESSRY OMMODTIONS FOR OMPONENTS PROVIDED BY OWNER OR HIS SUBONTRTOR. K. OPENINGS ND PENETRTIONS IN FIRE-RTED SSEMBLIES SHLL BE FIRESTOPPED IN ORDNE WITH PPLIBLE ODES ND SSEMBLIES NOTED. L. FIRE-RTED SSEMBLIES SHLL BE ONSTRUTED IN STRIT OMPLINE WITH THE DESIGNTED FIRE-RTED DESIGN. FILE -00 RHITET'S ERTIFITION KEITH : LIENSE NO: 0 EXPIRTION : MRH, 00 BUILDING B - ELEVTIONS -- 0 BUILDING - ELEVTIONS WLL SETIONS -- 0 WLL SETIONS -- 0 WLL SETIONS ENLRGED TYPIL UNIT PLNS SHEDULES ND DETILS -- STRUTURL S00 STRUTURL NOTES -- S00 BUILDING - FOUNDTION PLN -- S0 BUILDING - ROOF FRMING PLN -- S BUILDING B - FOUNDTION PLN -- S BUILDING B - ROOF FRMING PLN -- S0 BUILDING - FOUNDTION PLN -- S BUILDING - ROOF FRMING PLN -- S00 TRUSS DIGRMS --

2 0'-0" '-0" '-0" '-0" 0'-0" '-0" 00'-0" '-" '- /" '- /" '-" '-" '-" '-" '-" '-" '-0 /" '- /" '-" '-0" '-0" '-0" '-" '- /" '-" /" 0 '- /" '- /" 0 00 '-" '-" '-" '-" 0 '-0" '- /" REFER TO SHEET 00 FOR WLL ND DOOR TGS REFER TO SHEET 00 FOR WLL ND DOOR TGS '-0" '-0" '-0" '-" '-0" '-0" '-" '-0" '-" 00'-0" 0'-0" '- /" '-" '-" '-" '- /" '-" " FIRE-RETRDENT TRETED ROOF SHETHING MIN. EH SIDE OF DEMISING WLL (TYP.) THERMOSTT ONTROLLED TTI VENTILTION FN (TYP) 0 LB. RHITETURL SHINGLES OVER 0 LB. ROOFING FELT NOTE: IF USING ZIP SHETHING ELIMINTE ROOFING FELT IE & WTER SHIELD (TYP. LL VLLEYS) '-" '-" RHITETURE 0 HMMOND ST. SUITE 00 KEITH :LIENSE NO: 0 EXPIRTION : //00 (0) - FX (0) -000 BUILDING - FIRST FLOOR and ROOF PLN 0'-" '-" '-" '-" '-" 0'-" '-0" ONTINUOUS LUMINUM GUTTER '-0" -- : -00 PROJ. : /" = '-0" FLOOR PLN /" = '-0" ROOF PLN /" = '-0" 00

3 0'-" ONTINUOUS LUMINUM GUTTER FIRE-RETRDENT TRETED ROOF SHETHING MIN. EH SIDE OF DEMISING WLL (TYP.) THERMOSTT ONTROLLED TTI VENTILTION FN (TYP) '-0" 0 LB. RHITETURL SHINGLES OVER 0 LB. ROOFING FELT NOTE: IF USING ZIP SHETHING ELIMINTE ROOFING FELT '- /" '-" '-" '-" '-" '-" '-" '-" '-0" '-0" '-0" '-0" '-0" '-0" '-" '-0" '-0" '-0" '-0" '-" '-" '-0" '-0" '-0" '-0" '-" '-" '-0" '-0" '-0" '-0" '-" '-" '-0" '-0" '-0" '-0" '-" '-" RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) '-0" 0'-0" '-0" 0'-" KEITH :LIENSE NO: 0 EXPIRTION : //00 ROOF PLN /" = '-0" 0'-0" '-0" 0'-" 0'-0" -- : -00 PROJ. : /" = '-0" BUILDING B - FIRST FLOOR and ROOF PLN -00- FLOOR PLN /" = '-0" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-"

4 '-0" '-0" '-0" '-0" '-" '-0" '-0" '-0" '-0" '-" '-" '-0" '-0" '-0" '-0" '-" 0'-0" 0'-0" 0'-0" 0'-" 0'-0" '-0" () '-0" x '-" FIBERGLSS DOORS IN WOOD FRME '-" '-0" TOOL SHED /" '-0 /" '-0" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" 0 '-" '-0" '-0 /" '-" '-" '-" '-" /" 0'-0" '-0" 0'-" 0'-0" '-0" '-0" '-0" '- /" '- /" '-" '- /" '- /" RHITETURE : -- PROJ. : -00 /" = '-0" BUILDING - FIRST FLOOR and ROOF PLN KEITH :LIENSE NO: 0 EXPIRTION : //00 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 FLOOR PLN /" = '-0" ROOF PLN /" = '-0" 0

5 LIGHTING SHEDULE MRK SYMBOL DESRIPTION F FN SUSPENDED -LMP EILING FIXTURE TO OMMO T-HO LMPS. SUSPENDED -LMP EILING FIXTURE TO OMMO T-HO LMPS, REMINS LIT FOR NIGHT USE. F FN NEW HIGH-EFFIIENY x FLUORESENT LY-IN TROFFER WITH PRBOLI DIFFUSER. NEW HIGH-EFFIIENY x FLUORESENT LY-IN TROFFER WITH PRBOLI DIFFUSER. REMINS LIT FOR NIGHT USE. F NEW HIGH-EFFIIENY x FLUORESENT LY-IN TROFFER WITH PRBOLI DIFFUSER. F F NEW WLL-MOUNTED ILLUMINTED EXIT LIGHT. NEW WLL-MOUNTED EMERGENY LIGHT. F KEITH :LIENSE NO: 0 EXPIRTION : //00 F F F F FN F F F F F F F F F F F F F F F F F F FN F F FN F F F F FN RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 F F FN F F F F F F F F F F F FN F F F F F F F F F F F F F F ENLRGED TYPIL UNIT REFLETED EILING PLNS FN F F F F F FN F -- : -00 PROJ. : S NOTED BUILDING "" REFLETED EILING PLN /" = '-0" ENLRGED TYPIL UNIT REFLETED EILING PLN /" = '-0" 00

6 ELEVTION KEYNOTE LEGEND 0 LB. RHITETURL SHINGLE ROOFING ONTINUOUS LUMINUM GUTTER ROOF TRUSS BERING ELEV..' 0 LUMINUM DOWNSPOUTS WITH SPLSHBLOK PV OTED OIL-STOK WRP FSI / RKE PV OTED OIL-STOK WRP FRIEZE BORD FIBER-EMENT SIDING - " EXPOSURE PREST SILL / WTERTBLE MNUFTURED STONE KEITH :LIENSE NO: 0 EXPIRTION : //00 BUILT-UP RFTSMN OLUMN WITH ZK LDDING 0 FIBER EMENT WINDOW / DOOR TRIM / ORNER BORD ELEV. 0.' INSULTED VINYL WINDOW EXPRESSED ROOF BEM - LD WITH ZK TRIM FIRE-RETRDENT TRETED ROOF SHETHING INSULTED FIBERGLSS ENTRY DOOR ND FRME SOUTH ELEVTION /" = '-0" 0 DEMISING WLL ROOF TRUSS BERING ELEV..' 0 INSULTED HOLLOW METL DOOR ND FRME TRETED x SRT BORD STNDING SEM METL ROOFING RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 NORTH ELEVTION /" = '-0" ELEV. 0.' BUILDING - ELEVTIONS 0 ROOF TRUSS BERING ELEV..' ELEV. 0.' ROOF TRUSS BERING ELEV..' ELEV. 0.' -- : -00 PROJ. : /" = '-0" WEST ELEVTION /" = '-0" EST ELEVTION /" = '-0" 00

7 DEMISING WLL (TYP) 0 ROOF TRUSS BERING ELEV..' KEITH :LIENSE NO: 0 EXPIRTION : //00 0 ELEV..' WEST ELEVTION /" = '-0" ROOF TRUSS BERING ELEV..' DEMISING WLL RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 ELEV..' EST ELEVTION /" = '-0" ELEVTION KEYNOTE LEGEND 0 LB. RHITETURL SHINGLE ROOFING ONTINUOUS LUMINUM GUTTER LUMINUM DOWNSPOUTS WITH SPLSHBLOK PV OTED OIL-STOK WRP FSI / RKE PV OTED OIL-STOK WRP FRIEZE BORD FIBER-EMENT SIDING - " EXPOSURE BUILDING B - ELEVTIONS 0 ROOF TRUSS BERING ELEV..' ELEV..' ROOF TRUSS BERING ELEV..' ELEV..' 0 0 PREST SILL / WTERTBLE MNUFTURED STONE BUILT-UP RFTSMN OLUMN WITH ZK LDDING FIBER EMENT WINDOW / DOOR TRIM / ORNER BORD INSULTED VINYL WINDOW EXPRESSED ROOF BEM - LD WITH ZK TRIM FIRE-RETRDENT TRETED ROOF SHETHING -- : -00 PROJ. : /" = '-0" -00- INSULTED FIBERGLSS ENTRY DOOR ND FRME SOUTH ELEVTION /" = '-0" NORTH ELEVTION /" = '-0" INSULTED HOLLOW METL DOOR ND FRME TRETED x SRT BORD STNDING SEM METL ROOFING

8 ROOF TRUSS BERING ELEV..' 0 KEITH :LIENSE NO: 0 EXPIRTION : //00 ELEV..' WEST ELEVTION /" = '-0" ROOF TRUSS BERING ELEV..' DEMISING WLL RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 ELEV..' EST ELEVTION /" = '-0" 0 LB. RHITETURL SHINGLE ROOFING ONTINUOUS LUMINUM GUTTER ELEVTION KEYNOTE LEGEND LUMINUM DOWNSPOUTS WITH SPLSHBLOK PV OTED OIL-STOK WRP FSI / RKE PV OTED OIL-STOK WRP FRIEZE BORD BUILDING - ELEVTIONS 0 ROOF TRUSS BERING ELEV..' ELEV..' ROOF TRUSS BERING ELEV..' ELEV..' 0 0 FIBER-EMENT SIDING - " EXPOSURE PREST SILL / WTERTBLE MNUFTURED STONE BUILT-UP RFTSMN OLUMN WITH ZK LDDING FIBER EMENT WINDOW / DOOR TRIM / ORNER BORD INSULTED VINYL WINDOW EXPRESSED ROOF BEM - LD WITH ZK TRIM -- : -00 PROJ. : /" = '-0" SOUTH ELEVTION /" = '-0" NORTH ELEVTION /" = '-0" FIRE-RETRDENT TRETED ROOF SHETHING INSULTED FIBERGLSS ENTRY DOOR ND FRME INSULTED HOLLOW METL DOOR ND FRME TRETED x SRT BORD 0

9 T-DRIP EDGE PV OTED OIL STOK RKE OVER x ND x TRIM 0# SPHLT SHINGLES OVER 0# ROOFING FELT OVER " OSB SHETHING PRE-ENGINEERED WOOD TRUSS w/ " ENERGY " O.. INSULTION BFFLE VENTED VINYL SOFFIT OVER x " O.. R- BTT INSULTION METL FLSHING LUMINUM GUTTER KEITH :LIENSE NO: 0 EXPIRTION : //00 R- BTT INSULTION LUM. WRPPED P.T. x0 FSI SOFFIT OVER x " O.. OLUMN BEYOND FINISH FLOOR ELEV. 0.' (BUILDING ) ELEV..' (BUILDING ) " ZIPWLL SHETHING x ROOF " O.. 0# SPHLT SHINGLES OVER 0# ROOFING FELT OVER " OSB SHETHING T-DRIP EDGE LDDER FRME OMPRISED OF " O.. " OMPOSITE BORD OVER " PLYWOOD FILLER, UT TO FIT '- " " POURED ONRETE STOOP w/ " x " W. x W. WWF ON OMPTED FILL x OMPOSITE TRIM FIBER EMENT SIDING w/ " REVEL " O.. FOR FRME SUPPORT x NOMINL OVER x NOMINL OMPOSITE TRIM (BOTH SIDES) x STRUTURL OLUMN BEYOND '-" '-0" ROUGH OPENING x FIBER EMENT TRIM ROUND WINDOW, OVER FLSHING " MNUFTURED STONE VENEER " GYPSUM BORD EILING VINYL SOFFIT OVER x " O.. " x " OUSTIL EILING PNELS ND GRID - FOR LOTIONS SEE ROOM FINISH SHEDULE TRIPLE x0 HEDER VINYL FIXED WINDOW " ZIPWLL SHETHING R- BTT INSULTION " O.. " GYPSUM BORD '-0" EILING HEIGHT '-0" BERING HEIGHT FINISH FLOOR ELEV..' " GYPSUM BORD EILING " PV OTED OIL STOK WRPPED x0 FSI LUMINUM GUTTER VENTED VINYL SOFFIT OVER x " O.. x PV-OTED OIL STOK FRIEZE BORD FIBER EMENT SIDING w/ " REVEL " ZIPWLL SHETHING TRIPLE x0 HEDER INSULTED OVERHED DOOR ND TRK " DROP FOR GRGE DOOR SEL " POURED ONRETE PRON w/ " x " W. x W. WWF ON OMPTED FILL RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 WLL SETIONS S00 S00 -- : -00 PROJ. : /" = '-0" SETION THROUGH FRONT PORH - BUILDINGS "" ND "" /" = '-0" /" = '-0" SETION THROUGH RER OVERHED DOOR - BUILDING "" 00

10 T-DRIP EDGE PV OTED OIL STOK RKE OVER x ND x TRIM VENTED VINYL SOFFIT OVER x " O.. 0# SPHLT SHINGLES OVER 0# ROOFING FELT OVER " OSB SHETHING PRE-ENGINEERED WOOD TRUSS w/ " ENERGY " O.. 0# SPHLT SHINGLES OVER 0# ROOFING FELT OVER " OSB SHETHING PRE-ENGINEERED WOOD TRUSS w/ " ENERGY " O.. " ZIPWLL SHETHING OVER G.W.B. ON EXPOSED EXTERIOR FE FIBER EMENT SIDING w/ " REVEL METL FLSHING 0# SPHLT SHINGLES OVER 0# ROOFING FELT OVER " OSB SHETHING PRE-ENGINEERED WOOD TRUSS w/ " ENERGY " O.. 0# SPHLT SHINGLES OVER 0# ROOFING FELT OVER " OSB SHETHING PRE-ENGINEERED WOOD TRUSS w/ " ENERGY " O.. INSULTION BFFLE UL DESIGN U () LYER " TYPE X GYPSUM BORD OVER S- METL O.. SEE WLL TYPE "E" ON DRWING -00 ND LTEST UL ERTIFITION DIRETORY FOR SPEIFI OMPONENTS ND SSEMBLY INSTRUTIONS. INSULTION BFFLE PV OTED OIL STOK WRPPED x0 FSI LUMINUM GUTTER R- BTT INSULTION KEITH :LIENSE NO: 0 EXPIRTION : //00 T-DRIP EDGE VENTED VINYL SOFFIT OVER x " O.. PV OTED OIL STOK WRPPED x0 FSI R- BTT INSULTION PV OTED OIL STOK RKE OVER x ND x TRIM " GYPSUM BORD EILING VENTED VINYL SOFFIT OVER x " O.. LUMINUM GUTTER VENTED VINYL SOFFIT OVER x " O.. " ZIPWLL SHETHING x FIBER EMENT TRIM ROUND WINDOW, OVER FLSHING x ZEK SRT BORD - EXTEND " OVER BLOK WLL BELOW FINISH FLOOR ELEV. 0.'.' (BUILDING ) ELEV..' (BUILDING ) '-" '-" '-0" ROUGH OPENING '-" " GYPSUM BORD EILING x PV-OTED OIL STOK FRIEZE BORD FIBER EMENT SIDING w/ " REVEL " x " OUSTIL EILING PNELS ND GRID - FOR LOTIONS SEE ROOM FINISH SHEDULE TRIPLE x0 HEDER VINYL FIXED WINDOW " ZIPWLL SHETHING R- BTT INSULTION " O.. " GYPSUM BORD '-0" EILING HEIGHT '-0" BERING HEIGHT R- BTT INSULTION " GYPSUM BORD EILING UL DESIGN U0 () LYER " TYPE X GYPSUM BORD EH SIDE OVER x O.. ND SOUND BTT INSULTION BETWEEN STUDS. SEE WLL TYPE "D" ON DRWING -00 ND LTEST UL ERTIFITION DIRETORY FOR SPEIFI OMPONENTS ND SSEMBLY INSTRUTIONS. FINISH FLOOR ELEV..' METL FLSHING x ROOF " O.. 0# SPHLT SHINGLES OVER 0# ROOFING FELT OVER " OSB SHETHING T-DRIP EDGE LUMINUM GUTTER LUM. WRPPED P.T. x0 FSI SOFFIT OVER x " O.. LDDER FRME OMPRISED OF " O.. " OMPOSITE BORD OVER " PLYWOOD FILLER, UT TO FIT x OMPOSITE TRIM " ZIPWLL SHETHING FIBER EMENT SIDING w/ " REVEL " O.. FOR FRME SUPPORT x NOMINL OVER x NOMINL OMPOSITE TRIM (BOTH SIDES) x STRUTURL OLUMN BEYOND " x " OUSTIL EILING PNELS ND GRID - FOR LOTIONS SEE ROOM FINISH SHEDULE TRIPLE x0 HEDER VINYL FIXED WINDOW " ZIPWLL SHETHING R- BTT INSULTION " O.. " GYPSUM BORD '-0" EILING HEIGHT BERING HEIGHT RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 WLL SETIONS FINISH FLOOR ELEV. VRIES : -- PROJ. : -00 /" = '-0" S00 SETION THROUGH FRONT WINDOW - BUILDINGS "" ND "" /" = '-0" /" = '-0" /" = '-0" S00 SETION THROUGH DEMISING WLL T TEXS HIP SETION THROUGH FRONT PORH - BUILDING "B" 0

11 0# SPHLT SHINGLES OVER 0# ROOFING FELT OVER " OSB SHETHING 0# SPHLT SHINGLES OVER 0# ROOFING FELT OVER " OSB SHETHING PRE-ENGINEERED WOOD TRUSS w/ " ENERGY " O.. PRE-ENGINEERED WOOD TRUSS w/ " ENERGY " O.. INSULTION BFFLE R- BTT INSULTION INSULTION BFFLE PV OTED OIL STOK WRPPED x0 FSI LUMINUM GUTTER PV OTED OIL STOK WRPPED x0 FSI R- BTT INSULTION KEITH :LIENSE NO: 0 EXPIRTION : //00 FINISH FLOOR ELEV..' " GYPSUM BORD EILING " VENTED VINYL SOFFIT OVER x " O.. x PV-OTED OIL STOK FRIEZE BORD FIBER EMENT SIDING w/ " REVEL " ZIPWLL SHETHING TRIPLE x0 HEDER INSULTED OVERHED DOOR ND TRK " DROP FOR GRGE DOOR SEL " POURED ONRETE PRON w/ " x " W. x W. WWF ON OMPTED FILL LUMINUM GUTTER VENTED VINYL SOFFIT OVER x " O.. " ZIPWLL SHETHING x FIBER EMENT TRIM ROUND WINDOW, OVER FLSHING x ZEK SRT BORD - EXTEND " OVER BLOK WLL BELOW FINISH FLOOR ELEV..' '-" '-" '-0" ROUGH OPENING '-" " GYPSUM BORD EILING x PV-OTED OIL STOK FRIEZE BORD FIBER EMENT SIDING w/ " REVEL " x " OUSTIL EILING PNELS ND GRID - FOR LOTIONS SEE ROOM FINISH SHEDULE TRIPLE x0 HEDER VINYL FIXED WINDOW " ZIPWLL SHETHING R- BTT INSULTION " O.. " GYPSUM BORD '-0" EILING HEIGHT BERING HEIGHT FINISH FLOOR ELEV. VRIES PRE-ENGINEERED WOOD TRUSS w/ " ENERGY " O.. STNDING-SEM METL ROOF OVER " OSB SHETHING T-DRIP EDGE LUMINUM GUTTER LUM. WRPPED P.T. x0 FSI SOFFIT OVER x " O.. FRMING OMPRISED OF " O.. (BOTH SIDES) " OMPOSITE BORD OVER " PLYWOOD FILLER, UT TO FIT OLUMN BEYOND " POURED ONRETE STOOP w/ " x " W. x W. WWF ON OMPTED FILL () x0 BEM VINYL SOFFIT OVER TRUSSES x NOMINL OVER x NOMINL OMPOSITE TRIM (BOTH SIDES) x STRUTURL OLUMN BEYOND RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 WLL SETIONS S00 S00 -- : -00 PROJ. : /" = '-0" SETION THROUGH RER OVERHED DOOR - BUILDING "B" SETION THROUGH FRONT WINDOW - BUILDING "B" /" = '-0" /" = '-0" /" = '-0" TYPIL SETION THROUGH FRONT PORH 0

12 0 0 '-" '-" '-0 " D NOTE: WLL TYPES "E" ND "F" RE FOUND BOVE WLL PLTE IN DEMISING WLL. D TOILET 0 0 '- " '-" 0 '- " '- " OFFIE '-" '- " 0 0 OFFIE 0 '-" B B '-" 0 GRGE " WIDE BSE ND WLL BINETS '- " OPEN OFFIE 00 '- " '- " '-" '-" '-0 " D NOTE: WLL TYPES "E" ND "F" RE FOUND BOVE WLL PLTE IN DEMISING WLL. D TOILET 0 0 '- " '-" 0 '- " '- " '-" '- " OFFIE 0 0 '-" OFFIE 0 B B '-" 0 GRGE " WIDE BSE ND WLL BINETS '-0" OPEN OFFIE 00 D D '- " '- " '-" '-" '-0 " D NOTE: WLL TYPES "E" ND "F" RE FOUND BOVE WLL PLTE IN DEMISING WLL. D '- " '-" TOILET 0 '- " '- " OFFIE '-" '- " 0 0 OFFIE 0 '-" B B '-" 0 GRGE " WIDE BSE ND WLL BINETS '- " OPEN OFFIE 00 KEITH :LIENSE NO: 0 EXPIRTION : //00 '- " '- " RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 ENLRGED TYPIL UNIT PLNS '- " 00 '- " '- " 00 '-0" '- " 00 '- " -- : -00 PROJ. : /" = '-0" ENLRGED TYPIL END UNIT PLN /" = '-0" ENLRGED TYPIL INTERIOR UNIT PLN /" = '-0" ENLRGED END UNIT PLN - NO WRP-ROUND PORH /" = '-0" 00

13 '-0" TEMPERED INSULTED GLZING '-0" '-0" '-0" '-0" '- " '-" '-0" '-0" '-0" '- " '-" '-0" 0'-0" WINDOW MOUNTING DETILS NO SLE TYPE "" HLF-LIGHT INSULTED FIBERGLSS DOOR ND FRME TYPES /" = '-0" TYPE "B" SOLID ORE MSONITE TYPE "" INSULTED HOLLOW METL TYPE "D" - BUILDING B ONLY INSULTED OVERHED TYPE "E" - BUILDING ONLY INSULTED OVERHED TYPE "F" WOOD FRME SSEMBLY TYPE "FB" HOLLOW METL KEITH :LIENSE NO: 0 EXPIRTION : //00 " " " DOORS DOOR SHEDULE FRMES NUMBER WIDTH HEIGHT THIKNESS MTERIL TYPE RTING MTERIL LBEL HDWR. TYPE /00 () '-0" '-0" /" INSULTED FIBERGLSS WOOD F THERM-TRU DOOR /0 '-0" '-0" /" SEMI-SOLID-ORE MSONITE B HOLLOW METL FB /0 '-0" '-0" /" SEMI-SOLID-ORE MSONITE B HOLLOW METL FB /0 '-0" '-0" /" SEMI-SOLID-ORE MSONITE B HOLLOW METL FB /0 '-0" '-0" /" SEMI-SOLID-ORE MSONITE B MIN. HOLLOW METL MIN. FB /0 '-0" '-0" /" HOLLOW METL HOLLOW METL FB /0 '-0" '-0" INSULTED METL D BUILDING "B" /0 '-0" 0'-0" INSULTED METL D BUILDING "" HRDWRE SHEDULE SET # HINGE PR. LOKSET STOP LOSER THRESHD. W-STRIP. OTHER/DDITIONL ROOM PR. ENTRY OVERHED STRGL, DOOR STRIKE, DUMMY SET ND FLUSH BOLT ON INTIVE LEF.. PR. ENTRY WLL. PR. PRIVY HINGE PIN. PR. PSSGE HINGE PIN. PR. ENTRY WLL FINISH ROOM FINISH SHEDULE NME FLOOR WLL MTERIL WLL FINISH EILING MTERIL EILING FINISH BSE 00 OPEN OFFIE VINYL TILE GYPSUM BORD PINT " x "..T. VINYL '-0" TYPIL..T. HEIGHT.F.F. 0 OFFIE RPET GYPSUM BORD PINT " x "..T. VINYL 0 TOILET VINYL TILE GYPSUM BORD PINT " x "..T. VINYL 0 OFFIE RPET GYPSUM BORD PINT " x "..T. VINYL 0 GRGE SELED ONRETE GYPSUM BORD PINT GYPSUM BORD PINT VINYL NOTE: FINISH OPEN SPES IN BUILDING "" SIMILR TO GRGE, EXEPT PROVIDE " x '-0".F.F. NEW STONE VENEER WINSOT T BSE (HRDI-PLNK SIDING BOVE) R- BTT INSULTION " ZIPWLL SHETHING " GYPSUM BORD " O.. WLL TYPE (EXTERIOR WLL) " " GYPSUM BORD (BOTH SIDES) 0U0 U-HNNEL LTERL '-0" O.. S- STEEL " O.. SOUND BTT INSULTION (OPTIONL) WLL TYPE B (INTERIOR WLL) " " TYPE "X" GYPSUM BORD (BOTH SIDES) 0U0 U-HNNEL LTERL '-0" O.. S- STEEL " O.. SOUND BTT INSULTION (OPTIONL) UL DESIGN U HOUR SSEMBLY RTING WLL TYPE B (INTERIOR WLL) " GYPSUM BORD (BOTH SIDES) 0U0 U-HNNEL LTERL '-0" O.. S- STEEL " O.. SOUND BTT INSULTION (OPTIONL) R- HORIZONTL RESILIENT " O.. (TOWRD OFFIES) WLL TYPE (INTERIOR WLL) " SOUND BTT INSULTION " TYPE "X" GYPSUM BORD (BOTH SIDES) " PLYWOOD SHETHING (BOTH SIDES) " O.. WLL TYPE D (SHER WLL) " UL DESIGN U HOUR SSEMBLY RTING SOUND BTT INSULTION " TYPE "X" GYPSUM BORD (BOTH SIDES) " O.. UL DESIGN U0 HOUR SSEMBLY RTING WLL TYPE D (SEPRTION WLL) WLL TYPE F (TRUSS FIRESTOP) WLL TYPE TG WLL TYPE NOTES: S- METL " O.. " TYPE "X" GYPSUM BORD (BOTH SIDES) WLL TYPE E (DEMISING WLL) " UL DESIGN U HOUR SSEMBLY RTING GBLE TRUSS " TYPE "X" GYPSUM BORD (BOTH SIDES) UL DESIGN U HOUR SSEMBLY RTING. ONTRTOR TO REFER TO U.L. HNDBOOK, LTEST EDITION, FOR PROPER ONSTRUTION ND OMPLINE WITH RTED WLL, EILING, ND FLOOR SSEMBLIES.. LL PENETRTIONS THROUGH RTED WLLS, EILINGS, OR FLOORS SHLL BE SELED WITH FIRESTOP WHIH MEETS THE PPROVL OF THE UTHORITY WITH JURISDITION.. USE MOISTURE-RESISTNT GYPSUM BORD IN WET RES. X RHITETURE -- : -00 PROJ. : VRIES 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 SHEDULES ND DETILS WLL TYPES NO SLE 00

14 ODES ND STNDRDS. INTERNTIONL BUILDING ODE 0 (0 IB). SE -0. I -0. IS SD TH EDITION. IS LRFD RD EDITION B DESIGN LODS a. DED LODS i ROOF PSF ii FLOORS N/ iii ORRIDORS N/ b. LIVE LODS i ROOF PSF ii FLOORS N/ iii ORRIDORS N/ c. SNOW LODS GROUND SNOW LOD Pg = 0 PSF SNOW EXPOSURE FTOR e =.0 SNOW IMPORTNE FTOR I =.0 FLT ROOF SNOW LOD Pf = PSF d. LTERL LODS i ii WIND LODS BSI WIND SPEED 0 MPH WIND LOD IMPORTNE FTOR.0 WIND EXPOSURE B OUPNY TEGORY I I SEISMI LODS SPETRL RESPONSE ELERTION Sds = 0.0 Sd = 0.0 SITE LSS (SOIL TYPE) D SEISMI OUPNY TEGORY I I SEISMI DESIGN TEGORY RESPONSE MODIFITION OEFFIIENT.0 BSI STRUTURL SYSTEM BERING WLL SYSTEM LTERL FORE RESISTING SYSTEM WOOD STRUTURL PNEL SHER WLLS NO PRT OF THE BUILDING SHLL BE USED S STGING RE RESULTING IN LIVE LOD THT EXEEDS THE DESIGN LIVE LOD. GENERL NOTES. THE ONTRTOR SHLL OMPLY WITH THE REQUIREMENTS OF THE STTE OF E BUILDING ODE, LTEST EDITION ND LL PPLIBLE FEDERL ND STTE ODES, STNDRDS, REGULTIONS ND LWS.. LL REFERENED STNDRDS REFERRED TO BE ENFORED T THE TIME THESE PLNS ND SPEIFITIONS RE ISSUED FOR BID.. WORK NOT INLUDED ON PRT OF THE DRWINGS BUT RESONBLY IMPLIED TO BE SIMILR TO THT SHOWN T ORRESPONDING PLES SHLL BE REPETED ND INLUDED IN THE PROJET.. IN THE SE OF ONFLITS BETWEEN THE NOTES, DETILS ND SPEIFITIONS, THE MOST RIGID REQUIREMENTS SHLL GOVERN.. THE ONTRTOR SHLL NOT MKE DEVITIONS FROM THE DESIGN DRWINGS WITHOUT WRITTEN PPROVL OF THE RHITET.. THE ONTRTOR SHLL TKE LL THE NEESSRY PREUTIONS/MESURES TO PROTET EXISTING FILITIES, STRUTURES ND UTILITY LINES FROM DMGES. THE ONTRTOR SHLL SSUME FULL RESPONSIBILITY FOR NY DMGES THT MY OUR DURING ONSTRUTION.. THE ONTRTOR SHLL FIELD VERIFY LL EXISTING ONDITIONS ND DIMENSIONS REQUIRED BY HIM TO PERFORM HIS WORK BEFORE STRTING ONSTRUTION.. REFER TO RHITETURL, MEHNIL ND ELETRIL DRWINGS FOR LOTIONS ND DIMENSIONS OF HSES, INSERTS, OPENINGS, SLEEVES, DRIPS, REVELS, FINISHES, DEPRESSIONS, DOORS, EXPNSION JOINT MTERIL ND OTHER PROJET REQUIREMENTS NOT SHOWN ON STRUTURL DRWINGS.. STRUTURL DRWINGS SHLL BE USED IN ONJUNTION WITH RHITETURL, MEHNIL ND LL OTHER ONTRT DRWINGS RELTED TO OTHER TRDES. THE ONTRTOR IS RESPONSIBLE TO HEK ND OORDINTE DIMENSIONS, LERNES, ET. WITH THE WORK OF OTHER TRDES. 0. JOB SFETY, ONSTRUTION PROEDURES ND ONSTRUTION MENS ND METHODS RE THE RESPONSIBILITY OF THE ONTRTOR. D FOUNDTIONS. FOUNDTIONS SHOWN ON DRWING RE PROPORTIONED BSED UPON N LLOWBLE BERING PRESSURE OF 00 PSF. FOUNDTION EXVTIONS RE TO BE INSPETED ND PPROVED BY GEOTEHNIL ENGINEER LIENSED IN THE STTE OF PRIOR TO ONRETE PLEMENT TO VERIFY THT THE NET BERING PITY OF THE SOIL STISFIES THE MINIMUM SOIL BERING SSUMPTIONS. REMOVE BRUSH, TOPSOIL, ORGNI MTERILS OR NY OTHER DELETERIOUS MTERILS FROM RES TO REEIVE PERMNENT STRUTURES, FLOOR SLBS, FOUNDTIONS, PVEMENTS OR STRUTURL FILL. RES OF THE SITE TO REEIVE PERMNENT STRUTURES, PVEMENTS OR STRUTURL FILL SHLL BE PROOF-ROLLED USING LODED TNDEM DUMP TRUK OR 0 TON VIBRTORY ROLLER TO PROVIDE SURFIIL DENSIFITION ND TO IDENTIFY NER SURFE POKETS OF UNEPTBLE SOILS WHIH MY REQUIRE UNDERUTTING. PROOF-ROLLING SHLL BE WITNESSED BY THE GEOTEHNIL ENGINEER OR N EXPERIENED SOILS INSPETOR.. LL OMPTION SHLL BE PPROVED BY THE SITE GEOTEH ENGINEER REGISTERED IN THE STTE OF.. FOUNDTION WLLS RE DESIGNED FOR THE LTERL ERTH PRESSURE S REOMMENDED IN THE GEOTEHNIL REPORT ONLY ND MY NOT BE DEQUTE TO SUPPORT DDITIONL SURHRGE LOD SUPERIMPOSED BY ONSTRUTION EQUIPMENT. THE ONTRTOR IS RESPONSIBLE FOR PROVIDING DEQUTE TEMPORRY WLL BRING TO SUPPORT THE DDITIONL SURHRGE PRESSURE, S REQUIRED.. THE ONTRTOR SHLL FMILIRIZE HIMSELF WITH THE SUBSURFE ND EXISTING ONDITIONS BEFORE PROEEDING.. THE ONTRTOR SHLL BE RESPONSIBLE FOR DEQUTE PROTETION OF LL EXVTION SLOPE. WHERE NEESSRY, SHEETING ND SHORING OF THE EXVTION SHLL BE PROVIDED WITH REQUIRED TIEBKS. ONTRTOR TO INSTLL LL PIPE SLEEVES, BOXED OPENING, NHOR BOLTS, ET., S REQUIRED FOR THE VRIOUS TRDES. WLL POKETS ND EMBED PLTES TO REEIVE BEMS ND SLBS SHLL BE PROVIDED S REQUIRED FOR THE SUPERSTRUTURE. SHOP DRWINGS SHOWING THE POSITION OF OPENINGS SHLL BE SUBMITTED TO THE ENGINEER PRIOR TO PLING ONRETE. E REINFORED ONRETE. LL ONRETE SHLL BE ONTROLLED ONRETE ND LL ONRETING PRTIES SHLL ONFORM WITH I-, MERIN ONRETE INSTITUTE, BUILDING ODE FOR REINFORED ONRETE." ONRETE DETILS SHLL BE IN ORDNE WITH I-, "MNUL OF STNDRD PRTIE FOR DETILING REINFORED ONRETE STRUTURES" UNLESS OTHERWISE NOTED ON THE DRWINGS. ONRETE TESTS FOR THE PRELIMINRY DESIGN MIX PREPRED BY N PPROVED LBORTORY MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW ND PPROVL. THE ONTRTOR SHLL PLE NO ONRETE WITHOUT THE PPROVED DESIGN MIX. F WOOD FRMING. LL DIMENSION LUMBER ND STRUTURL TIMBER SHLL ONFORM TO THE REQUIREMENTS OF THE "TIMBER ONSTRUTION MNUL", PREPRED BY THE MERIN INSTITUTE OF TIMBER ONSTRUTION.. WHERE USED, PLYWOOD SUBFLOOR SHLL BE TONGUE ND GROOVE, DVNTE ENGINEERED SUBFLOOR (OR EQUL) WITH SPN RTING OF O.., EXPOSURE-. USE MINIMUM ¾" THIKNESS.. LL ONNETORS SHLL BE GLVNIZED ND S MNUFTURED BY SIMPSON STRONG-TIE OR PPROVED EQUL ND SHLL BE THE TYPE S REOMMENDED BY THE MNUFTURER FOR THE INTENDED USGE UNLESS OTHERWISE NOTED ON THE DRWINGS.. BOLTS FOR WOOD SHLL BE SE GRDE PLTED BOLTS. PROVIDE LRGE FLT WSHER T LL WOOD SURFES.. MINIMUM FSTENING SHLL BE IN ORDNE WITH 0 IB.. WHERE USED, NILING OF ENGINEERED ROOF SHETHING SYSTEM TOP TRUSSES SHLL BE IN ORDNE WITH THE 0 IB REQUIREMENTS, BUT NOT MORE THN " O.. IN THE FIELD OF " O.. MX. T SHEET EDGES.. WHERE USED, NILING PTTERNS FOR PLYWOOD SHETHED EXTERIOR WLL DIPHRGMS (SHER WLLS) SHLL BE INHES ON T SHEET PERIMETER ND INHES ON IN FIELD OF PNEL USING d OTED SINKERS. SHETHING STPLES WILL NOT BE PERMITTED.. LL LUMBER SHLL BE NEW ND DELIVERED TO THE SITE IN EPTBLE ONDITION. LUMBER SHLL MEET THE FOLLOWING MINIMUM REQUIREMENTS: STUDS and PLTES : Fb =,000 PSI Fc = PSI (PRLLEL TO GRIN) FRMING LUMBER (" NOM. ND WIDER: Fb =,00 PSI (REPETITIVE MEMBER) PLTES IN ONTT WITH MSONRY OR ONRETE : TRETED,. POUNDS PER U FT MINIMUM. LL ENGINEERED LUMBER PRODUTS SHLL BE DELIVERED, STORED, HNDLED ND ERETED IN STRIT ORDNE WITH THE MNUFTURER'S REQUIREMENTS. 0. PRE-ENGINEERED WOODEN ROOF TRUSSES SHLL BE DESIGNED IN ORDNE WITH THE TRUSS PLTE INSTITUTE DESIGN MNUL, LTEST EDITION FOR THE LODS SPEIFIED HEREIN. ROOF TRUSS SHOP DRWINGS SHLL BER THE SEL OF PROFESSIONL ENGINEER LIENSED IN THE STTE OF.. ROOF TRUSS ONFIGURTION SHLL BE IN ORDNE WITH THE ROOF FRMING PLN ND WITH SSOITED TRUSS DIGRMS S SHOWN IN THESE DRWINGS. LTERNTE RRNGEMENT OF ROOF TRUSSES MUST BE PPROVED BY THE PROJET ENGINEER PRIOR TO BID. G MSONRY. HOLLOW MSONRY UNITS USED IN NON-LOD BERING WLLS SHLL ONFORM TO STM ND LOD-BERING UNITS SHLL ONFORM TO 0.. LL MSONRY UNITS TO BE HOLLOW LIGHT WEIGHT, WITH F'M = 00 PSI MINIMUM STRENGTH U.O.N. ND MORTR TYPE 'M'. WEIGHT OF UNITS SHLL BE 0 PSF FOR " UNITS, PSF FOR " UNITS, PSF FOR 0" UNITS ND PSF FOR " UNITS. TOLERNE FOR MSONRY WEIGHTS SHLL BE PSF HIGH OR LOW.. PROVIDE GLVNIZED HORIZONTL JOINT REINFOREMENT IN FIRST ND SEOND BED JOINTS BOVE ND BELOW OPENINGS ND IN EVERY SEOND BED JOINT ELSEWHERE. PROVIDE GLVNIZED HORIZONTL MSONRY REINFOREMENT T EVERY OTHER BLOK OURSE, U.O.N.. T MSONRY NHORS FILL VOIDS SOLID WITH MORTR ROUND LL NHORS.. LL TOP ONNETIONS OF MSONRY WLLS TO STRUTURE MUST BE OF TYPE THT PROVIDES " SOFT JOINT FOR INDEPENDENT VERTIL MOVEMENT OF THE STRUTURE BOVE (U.O.N.). LL HOLLOW MSONRY UNITS BELOW GRDE SHLL BE FILLED SOLID W/ GROUT OR MORTR. H TESTING ND INSPETION:. THE OWNER SHLL ENGGE SPEIL INSPETORS FOR LL STRUTURL PORTIONS OF THE PROJET. SPEIL INSPETORS SHLL OMPLY WITH THE REQUIREMENTS OF THE 0 INTERNTIONL BUILDING ODE, HPTER.. THE ENGINEER MY VISIT THE SITE TO PROVIDE ONSTRUTION SSISTNE OR TO GENERLLY OBSERVE THE PROGRESS OF ONSTRUTION. SUH VISITS RE NOT TO BE ONSTRUED S MEETING THE FORESID INSPETION REQUIREMENTS UNLESS THE ENGINEER SPEIFILLY STTES SO IN WRITING.. LL ONRETE WORK SHLL BE INSPETED IN ORDNE WITH I- (LTEST EDITION).. LL FIELD ND LB TESTING OF ONRETE SHLL ONFORM TO THE LTEST PPROVED EDITIONS OF STM PPLIBLE SPEIFITIONS.. THE ONTRTOR SHLL SHEDULE LL WORK TO LLOW THE TESTING REQUIREMENTS TO BE OMPLETED. J SHOP DRWINGS RHITETURE 0 HMMOND ST. SUITE 00 KEITH :LIENSE NO: 0 EXPIRTION : //00 (0) - FX (0) THE ONTRTOR MUST SUBMIT REINFORING SHOP DRWINGS TO THE ENGINEER FOR REVIEW ND PPROVL NO REINFORED ONRETE ONSTRUTION IS TO BE STRTED UNTIL THE ENGINEER REVIEWS ND PPROVES THE SHOP DRWINGS.. THE STRUTURL ENGINEER OR HIS FIELD QULIFIED REPRESENTTIVE OR DESIGNTED INSPETION & TESTING GENY MUST HEK ND PPROVED LL STEEL REINFORING PRIOR TO ONRETE PLEMENT.. RIGID TEMPLTE SHLL BE USED TO INSTLL LL NHOR BOLTS.. UNLESS OTHERWISE NOTED ON PLN, LL ONRETE SHLL BE NORML WEIGHT WITH DYS OMPRESSIVE STRENGTH: FOOTINGS, PILE PS ND GRDE BEMS,000 PSI ONRETE SLB ON GRDE,000 PSI FOUNDTION WLLS & PEDESTLS,000 PSI SELF-LEVELLING GYPSUM TOPPING ON WOOD,000 PSI. LL REINFORING BRS SHLL ONFORM TO STM, GRDE 0 (FY = 0,000 PSI) LL REINFORING TO BE WELDED SHLL ONFORM TO STM -0. THE REINFORING BRS SUPPLIER SHLL PROVIDE THE ENGINEER WITH N FFIDVIT OF THE PRODUER OF STEEL ERTIFYING THT THE STEEL MEETS THE REQUIREMENTS OF THE.S.T.M.. WELDED WIRE FBRI SHLL ONFORM TO STM.. LL REINFOREMENT SHLL BE SEURELY HELD IN PLE WHILE PLING ONRETE. IF REQUIRED, THE ONTRTOR SHLL PROVIDE DDITIONL BRS OR STIRRUPS NEESSRY TO SUPPORT LL BRS S REQUIRED.. LL REINFORING BRS SHLL BE LPPED S SPEIFILLY DETILED ON THE DRWINGS. WHERE NOT SPEIFILLY INDITED, LL REINFORING BRS SHLL BE LPPED USING THE TENSION SPLIE LENGTHS IN THE SHEDULE ND INDITED ON THE DRWINGS ND SHLL BE LPPED S FOLLOWS: LP WLL TOP HORIZONTL REINFOREMENT T OF SPN. LP WLL BOTTOM HORIZONTL REINFOREMENT T SUPPORT. LP LL OTHER WLL REINFOREMENT T PIERS OR PEDESTL. LP INSIDE FE WLL VERTIL REINFOREMENT T SUPPORT. LP OUTSIDE FE VERTIL WLL REINFOREMENT T MID HEIGHT OF WLL.. SHOP DRWINGS FOR ROOF TRUSSES SHLL BE SIGNED & SELED BY PROFESSIONL ENGINEER, LIENSED IN THE STTE OF, ND SUBMITTED BY THE ONTRTOR FOR REVIEW BY THE ENGINEER. SHOP DRWINGS FOR STRUTURL STEEL MEMBERS SHLL BE PREPRED BY N EXPERIENED STEEL DETILER BUT NEED NOT BE SELED BY PROFESSIONL ENGINEER. REVIEWED OPY OF SHOP DRWINGS SHLL BE KEPT T SITE FOR REVIEW BY THE INSPETOR.. SHOP DRWINGS RE REVIEWED BY THE ENGINEER S ONVENIENE TO THE ONTRTOR ND RE NOT ONTRT DOUMENTS.. T THE TIME OF SHOP DRWING SUBMISSION, THE ONTRTOR SHLL INFORM THE ENGINEER IN WRITING OF NY DEVITIONS OR OMISSIONS FROM THE ONTRT DOUMENTS.. THE ONTRTOR SHLL REVIEW ND STMP LL SHOP DRWINGS BEFORE SUBMITTING TO THE ENGINEER, ND MKE LL REQUIRED ORRETIONS S DEEMED NEESSRY.. REPRODUTION OF STRUTURL DRWINGS FOR USE S SHOP DRWINGS SHLL NOT BE PERMITTED.. ONTRTOR SHLL LLOW MINIMUM PERIOD OF TWO () WEEKS FOR THE REVIEW OF STRUTURL SHOP DRWINGS. STRUTURL NOTES UNLESS OTHERWISE NOTED TERMINTE ONTINUOUS BRS T DISONTINUOUS ENDS. 0. UNLESS OTHERWISE NOTED ON STRUTURL DRWINGS, PROVIDE MINIMUM ONRETE OVER FOR REINFORING: ST GINST ERTH " EXPOSED TO ERTH OR WETHER # ND SMLLER -/" # ND LRGER " NOT EXPOSED TO ERTH OR WETHER # ND SMLLER 0-/" BEMS, OLUMNS ND PEDESTLS -/". ONRETE SLB ON GRDE SHLL BE PLED USING LONG STRIP ST METHOD WITH THE MXIMUM WIDTH OF FEET ND 00 FEET IN LENGTH. PROVIDE TRNSVERSE SW UT ONTROL JOINT T 0 FEET MXIMUM. SW UTTING SHLL BE DONE WITH SOFT-UT HIGH SPEED SW ND SHLL BE OMPLETED WITHIN HOURS FTER SLB PLEMENT. S -- : PROJ. : NO SLE -00-S00

15 P.T. x PLTE ON FOM SILL SELER " SHOE END OF INTERIOR SLB GRDE '-0" " Ø x " NHOR " O.. " THIK 000 PSI ONRETE FLOOR SLB w/ " x " - W. x W. WWF OVER 0 MIL VPOR BRRIER OVER " SND BED " '-" '-0" '-" '-" '-" '-" '-" '-" 0'-0" '-" '-" '-0" '-0" '-0" FLOOR LINE ELEV..' FLUID-PPLIED WTERPROOFING BELOW GRDE POURED ONRETE FOOTING w/ () #'s ONTINUOUS '-0" " 0 " " RIGID INSULTION UNDER SLB - MINIMUM ' IN FROM WLL " PERIMETER INSULTION GROUT SOLID.M.U. BELOW GRDE # " O.. () # BRS w/ # " O.. KEITH :LIENSE NO: 0 EXPIRTION : //00 '-" 00'-0" OUT/OUT OF FOUNDTION WLL '-" '-" '-" '-" '-" '-" '-0" '-" 0'- " '-0" '-" '-" '-" S00 '-" '-" ONTROL JOINT (.J.) '-".J..J. ONTROL JOINT (.J.) '-" '-0" '-" 0'-0" '-" " THIK 000 PSI ONRETE SLB w/ " x " - W. x W. WWF OVER 0 MIL VPOR BRRIER OVER " SND USHION OVER PREPRED SUBGRDE. TOP OF ELEV. 0.'.J. '-0" OUT/OUT OF FOUNDTION WLL.J. '-0" '-" '-" S00 '-" '-" '-0" '-" 0'-" " TYPIL FOUNDTION SETION " = '-0" THIKENED SLB DETIL " = '-0" '-0" '-0" P.T. x PLTE ON FOM SILL SELER " SHOE END OF INTERIOR SLB EXTEND STONE WINSOT BELOW GRDE S SHOWN GRDE " FLOOR LINE ELEV..' FLUID-PPLIED WTERPROOFING BELOW GRDE POURED ONRETE FOOTING w/ () #'s ONTINUOUS " THIK 000 PSI ONRETE FLOOR SLB w/ " x " - W. x W. WWF OVER 0 MIL VPOR BRRIER OVER " SND BED () # BRS ONTINUOUS 0" " 0 " '-" '-0" " Ø x " NHOR " O.. " THIK 000 PSI ONRETE FLOOR SLB w/ " x " - W. x W. WWF OVER 0 MIL VPOR BRRIER OVER " SND BED " RIGID INSULTION UNDER SLB - MINIMUM ' IN FROM WLL " PERIMETER INSULTION GROUT SOLID.M.U. BELOW GRDE # " O.. () # BRS w/ # " O.. RHITETURE -- : -00 PROJ. : /" = '-0" 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 BUILDING "" FOUNDTION PLN -00-S00 FOUNDTION PLN - BUILDING "" /" = '-0" TYPIL FOUNDTION STONE BSE " = '-0" S 00

16 () x0 BEM (TYP.) " '- " x OLUMN ON SIMPSON B BSE (TYP.) '-" '-0" '-" 0'-" '- " '-" '-0" '-" '-" '-0" '-0 " " PT PT PT PT PT PT '- " 0'-0" '- " PT PT PT M M M M M M M M M M M M M M M M M M M M M M G M T M T M T M M M M M M M M M OVERFRME TO MINTIN ROOF SLOPE IN HTHED RES (TYP.) FIRE-RTED SHETHING REQUIRED IN SHDED RE EH UNIT SEPRTION) T T T T T T T0 T T M T M G T T T T T T T T T T T T T0 T0 T0 T0 T0 T0 T0 G T M T T M T M T M T M M M M x " O.. FOR TEXS HIP (TYP.) T T0 T T T T T T T " T x RFTER - STIK-BUILT PORTION OF ROOF x0 HIP RIDGE DIMENSIONS SHOWN RE TO OUTSIDE FE OF " WLL SHETHING. x0 FSI BORD (TYP.) STRTING POINT OF TRUSS LYOUT T T0 T T T G M M M M M M M M M M M M M M M M M M '-0" '-" 0'-" RHITETURE 0 HMMOND ST. SUITE 00 KEITH :LIENSE NO: 0 EXPIRTION : //00 (0) - FX (0) -000 BUILDING "" ROOF FRMING PLN '- " '- " '-0" '- " -- : -00 PROJ. : /" = '-0" -00-S0 ROOF FRMING PLN - BUILDING "" /" = '-0" S 0

17 '-" OUT/OUT '-" '-" '-0 " '-" '-" '-" '-0 " '-" '-" '-" '-0 " '-" '-" '-" '-0 " '-" '-" '-" '-0 " '-" '-" '-" '-0 " '-" '-" '-" '-0 " '-" '-" '-" '-0 " '-" '-" '-" '-".J..J. S00 " " DEEP x " WIDE DROP FOR GRGE DOOR SEL EH GRGE DOOR) '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-" " DEEP THIKENED SLB.J..J. '-0".J..J. '-".J..J..J..J. " THIK 000 PSI ONRETE SLB w/ " x " - W. x W. WWF OVER 0 MIL VPOR BRRIER OVER " SND USHION OVER PREPRED SUBGRDE. TOP OF ELEV..'.J..J..J..J. S00 RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) '-0" KEITH :LIENSE NO: 0 EXPIRTION : //00 '-" '-" '-" '-" '-" ONTROL JOINT (.J.) '-" '-" '-0" = 0'-0" '-" EXTENT OF 0".M.U. BELOW FOR STONE SUPPORT ONTROL JOINT (.J.).J..J. '-".J. '-".J..J..J..J. EXTENT OF 0".M.U. BELOW FOR STONE SUPPORT '-" '-" '-" 0'-0" OUT/OUT OF FOUNDTION WLL BUILDING "B" FOUNDTION PLN '-" S00 '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-" '-0" '-" '-0" '-" '-" '-" '-0" '-" '-0" '-" '-" '-" '-0" '-" '-0" '-" '-" '-" '-" '-" '-" '-0" -- : -00 PROJ. : /" = '-0" -00-S FOUNDTION PLN - BUILDING "B" /" = '-0" S

18 '-0" '- " 0'-0" OUT/OUT '- " '- " '-0" '-0" '-0" '-0" '-0" '-0" '- " M M M M M M M M M M M M M M M M M M M M M M PT '-" G PT PT T T T T T T OVERFRME TO MINTIN ROOF SLOPE IN HTHED RES (TYP.) T0 T T '-0" T T T T T0 T0 T0 T0 T0 x " O.. FOR TEXS HIP (TYP.) '-" T0 PT T0 T0 T0 T0 PT PT T0 T0 '-" FIRE-RTED SHETHING REQUIRED IN SHDED RE EH UNIT SEPRTION) T0 T0 T0 T T T T T T '-0" T T T x OLUMN ON SIMPSON B BSE (TYP.) '-0" TRUSS SPING T T0 T0 T0 T0 T0 '-" T0 PT '-" OUT/OUT T0 T0 T0 T0 PT PT T0 STRTING POINT OF TRUSS LYOUT '-" '-0" TRUSS SPING T0 T0 T0 T0 T T T T T T '-0" T T T T DIMENSIONS SHOWN RE TO OUTSIDE FE OF " WLL SHETHING. x0 FSI BORD (TYP.) T0 T0 T0 T0 T0 '-" T0 PT T0 T0 T0 T0 T0 T0 '-" T0 KEITH :LIENSE NO: 0 EXPIRTION : //00 PT PT T0 T0 T T T T T T '-0" T0 T T T T T T G PT '-" M M M M M M M M M M M M M M M M M M M M M M PT PT x RFTER - STIK-BUILT PORTION OF ROOF x0 HIP RIDGE '-0" x RFTER - STIK-BUILT WRP-ROUND ROOF () x0 BEM (TYP.) RHITETURE -- : -00 PROJ. : /" = '-0" 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 BUILDING "B" ROOF FRMING PLN -00-S ROOF FRMING PLN - BUILDING "B" /" = '-0" S

19 0'-0" '-" 0'-0" 0'-" '-" '-" 0" '-0" '-" 0" S00 " '-" '-" '-0 " '-" '-" '-" '-0 " '-" '-" '-" '-0 " " '-" ONTROL JOINT (.J.) EXPNSION JOINT.J. '-" EXTENT OF 0".M.U. BELOW FOR STONE SUPPORT.J. '-" ONTROL JOINT (.J.).J. S00 " DEEP x " WIDE DROP FOR GRGE DOOR SEL EH GRGE DOOR) " DEEP THIKENED SLB " THIK 000 PSI ONRETE SLB w/ " x " - W. x W. WWF OVER 0 MIL VPOR BRRIER OVER " SND USHION OVER PREPRED SUBGRDE. TOP OF ELEV..' '-" '-" '-" '-" '-" '-" '- " '-" '-" '-" '-0" '-" '-0" '-" '-0" '-0" '-" '-0" '-0" '-0" '-0" '-0".J..J..J. '-0" '-" '-0" '-" '-" KEITH :LIENSE NO: 0 EXPIRTION : //00.J. '-".J..J. S00 '-" '-" '-" '-0 " '-" EXTENT OF 0".M.U. BELOW FOR STONE SUPPORT '-" '-" '-" '- " '-" '-" '-" " " 0'-0" '-" '-" RHITETURE -- : -00 PROJ. : /" = '-0" 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 BUILDING "" FOUNDTION PLN -00-S0 FOUNDTION PLN - BUILDING "" /" = '-0" S 0

20 '- " 0'-0" OUT/OUT '- " 0'-0" SHED ROOF FRMING - x O.. '-0" '- " '-0" '-0" '-0" '- " '-0" " M M M M M M M M M M M M M M M M M M M M M M G '-0 " DIMENSIONS SHOWN RE TO OUTSIDE FE OF " WLL SHETHING. x0 FSI BORD (TYP.) T PT PT PT T T T T T T T T '-0" T T T '-0" TRUSS SPING T T T T T T x " O.. FOR TEXS HIP (TYP.) '-" T PT '-0" OUT/OUT T T T T T STRTING POINT OF TRUSS LYOUT '-" '-0" TRUSS SPING T T T T T T T T T T '-0" T T T T T T T KEITH :LIENSE NO: 0 EXPIRTION : //00 PT PT FIRE-RTED SHETHING REQUIRED IN SHDED RE EH UNIT SEPRTION) OVERFRME TO MINTIN ROOF SLOPE IN HTHED RES (TYP.) SEE NOPY ROOF FRMING PLN BOVE (TYP.) T PT PT PT '-0 " M M M M M M M M M M M M M M M M M M M M M M " x RFTER - STIK-BUILT PORTION OF ROOF x0 HIP RIDGE () x0 BEM (TYP.) RHITETURE -- : -00 PROJ. : /" = '-0" 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 BUILDING "" ROOF FRMING PLN -00-S ROOF FRMING PLN - BUILDING "" /" = '-0" S

21 '-" E.H. '- " '-0 " '-" E.H. '- " '- " '-" '-" E.H. '- " '- " '-0" '-" E.H. '- " '- " '-" '-" E.H. '- " '- " '-0" '- " PT PT PT PT PT '-0" E.H. '- " '-" '- " '-0" E.H. " '-0" E.H. '- " T0 T T T T T T T '-" '- " KEITH :LIENSE NO: 0 EXPIRTION : //00 G T-T '-0" E.H. '- " '-" M G/G '-0" E.H. '- " 0'-" G '- " '-0" E.H. T T T T T T0 T T T T T '- " T T T T0 T T T G 0'-" T- 0'- " '- " '- " '-0" E.H. G 0'- " '- " '-0" E.H. RHITETURE 0 HMMOND ST. SUITE 00 (0) - FX (0) -000 '-0" E.H. '- " '- " M G G 0'- " G '- " '-0" E.H. T T0 T T T T T T T T T G T- 0'- " T- '- " '-0" E.H. T T T G T 0'- " T- '- " '-0" E.H. TRUSS DIGRMS '-0" E.H. '- " '- " G '-0" E.H. '- " '-" '- " '-0" E.H. T T T T T T T T " '- " '-" '- " '- " '-" '-0" E.H. '- " OMIT ON T0 -- : -00 PROJ. : /" = '-0" -00-S00 M G T-T T/T0 ND G TRUSS DIGRMS /" = '-0" S 00