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HomeMy WebLinkAboutP_Construction_Documents_260303_V5WH WH DN DN DN WH MECH. RM (E) OFFICE (E) UTILITY ROOM (E) SOCIAL HALL(E) BATH (E) SOCIAL HALL (E) STORAGE DEMO EXIST STAIRS DEMO EXISTING PLUMBING FIXTURES 7 A2.1 (E) OFFICE (E) UTILITY ROOM (E) SOCIAL HALL BATHRM (E) SOCIAL HALL (E) STORAGE 45' - 10" 23' - 4" 27' - 11" 11' - 2" RAMP DN 6 A2.1 A1.1 6 (E) WORSHIP HALL (E) OFFICE (E) TOILET(E) WORSHIP AREA (E) MECH (E) DECK (E) PORCHDN DN 7 A2.1 WALL LEGEND EXIST. INTER./EXTER. WALL, DOOR, CABS., ETC. EXIST. INTERIOR/ EXTERIOR WALL TO BE DEMO'D NEW INTERIOR WALL: 1/2" TYPE X GWB EA. SIDE OF 2x4 STUDS @ 16" O.C. NEW EXTERIOR WALL: LAP SIDING O/ MOISTURE BARRIER O/ BLDG PAPER O/ PLYWD SHEATH'G O/ 2x6 STUDS @ 16" O.C. W/ R-21 BATT O/ 1/2" GWB SD MECHANICAL/ELECTRICAL SYMBOLS EXHAUST FAN 50 CFM (BATH) / UTILITY 80 CFM / 100 CFM (KITCHEN) SMOKE DETECTOR SMOKE DETECTOR W/ CARBON MONOXIDE DOOR/WINDOW LEGEND 30 68 2'-6" W x 6'-8" H DOOR 60 30 (68) 6'-0"W x 4'-0"H WDW (7'-0") HDR EE EMERGENCY EGRESS (5.7 SF MINIMUM) SG SAFETY GLAZING THESE PLANS ARE TO BE DESIGNED AND BUILT TO THE FOLLOWING APPLICABLE CODES: 2021 INTERNATIONAL BUILDING CODE (IBC) 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) 2021 WASHINGTON STATE AMENDMENTS (WAC 51-50) 2021 INTERNATIONAL MECHANICAL CODE (IMC) 2021 INTERNATIONAL FUEL & GAC CODE (IFGC) 2021 UNIFORM PLUMBING CODE (UPC) 2020 NATIONAL ELECTRICAL CODE (NEC) (NFPA 70) + PART 1 & 3, 2020 WASHINGTON CITIES ELECTRICAL CODE 2021 WASHINGTON STATE ENERGY CODE, WAC 51-11 (WSEC) SDCM A2.11EAST ELEVATION A2.1 4 NORTH ELEVATION A2.1 3WEST ELEVATION A2.1 2 SOUTH ELEVATION (EXPANDED) WORSHIP HALL RAMP DN 45' - 10" 23' - 4" 27' - 11". 11' - 2" 60 68 TOILET 6 A2.1 (E) DECK (E) PORCH DN DN DS DS DS DS DS DS 60 60 (90)60 60 (90)20 26 (70) 60 60 (90)60 60 (90)60 60 (90) 60 60 (90) 60 60 (90) 60 60 (90) (N) FTG BELOW 19' - 3"7' - 9"9' - 6"4' - 3" 5' - 3"7' - 9"7' - 5"6' - 4" 5' - 6 7/16"9' - 4 9/16" 6' - 7 1/2" 7' - 8" 14' - 3" 5' - 4" NEW EXTERIOR ADDITION FILL-IN FLOOR TO MATCH EXISTING FILL-IN FLOOR TO MATCH EXISTING 7 A2.1 30 68 A1.1 5 6' - 8" 7' - 6" RAMP DN DS DS DS DS DS DS ROOF VENT CALCULATION:1074 SF / 150 = 7.16 7.16 X 144 = 10321032 / 2 = 516 SQ. IN. VENTS: 3" X 12" (36 SQ. IN.) 516 / 36 = 14 OR VENTS ROOF DRAINAGE: AREA 1074 SFDRAINAGE REQ'D: 1047 SF X .0028 = 3.0 SQ IN DRAINAGE PROVIDED 6 SQ IN [1 (2x3}] DS ROOF DRAINAGE: AREA 1074 SF DRAINAGE REQ'D: 1047 SF X .0028 = 3.0 SQ IN DRAINAGE PROVIDED 6 SQ IN [1 (2x3}] DS ROOF DRAINAGE EA SIDE: AREA 170 SF DRAINAGE REQ'D: 170 SF X .0028 = 0.5 SQ INDRAINAGE PROVIDED 6 SQ IN [1 (2x3}] DS 3" X 12" ROOF VENT, TYP OF 14 7 A2.1 TOILET 30 68 A2.1 10TOILET 2 -N A2.1 11TOILET 2 - E 30" 48" 5'-4" DIA. 30 68 60" DIA. 5' - 4 3/4" 12' - 2 1/4" 3' - 0" 5' - 0" 34"H SINK 17"-19"H TOILET SEAT 6' - 4" Scale Date Drawn By Checked By Project Number NO.DATEDESCRIPTION BO DE TEMPLE COMMERCIAL INTERIOR RENOVATION & ROOF REPLACEMENT 11410 SE PETROVITSKY RD RENTON, WA 98055 GESTOSO DESIGN & DRAFTING SERVICES 22420 127TH AVE SE KENT WA 98031 (253) 709-7543 E: OSCAR. GESTOSO @GMAIL.COM As indicated 3/3/2026 2:06:04 PM A1.1 FLR PLANS/ ENERGY NOTES/ PLAN KEY TTT OVG 12/04/2024 2024.01 1/8" = 1'-0"1 MAIN LEVEL -EXIST/DEMO 1/8" = 1'-0"2 MAIN LEVEL -PROPOSED 1/8" = 1'-0"3 UPPER LEVEL -EXIST/DEMO 1/8" = 1'-0"4 UPPER LEVEL -PROPOSED 1/8" = 1'-0"7 TOP OF ROOF MAIN FLOOR PLAN NOTES 1/2" = 1'-0"5 ENLARGED TOILET PLAN 2 1/2" = 1'-0"6 ENLARGED TOILET PLAN 1 (1376 SF) (1547 SF) N N N N N N N MAIN LEVEL - EXIST/DEMO 0' -0" UPPER LEVEL - EXIST/DEMO 9' -2" TOP OF ROOF 31' -7" T.O. PLATE 19' -10 1/2" FACTORY DIRECT STONE ROOF TILES ON ROOF CONSTRUCTION (SEE TYP ROOF CONSTRUCTION NOTES THIS SHT) NEW ROOFS ADDITION7 A2.1 MAIN LEVEL - EXIST/DEMO 0' -0" UPPER LEVEL - EXIST/DEMO 9' -2" TOP OF ROOF 31' -7" 6 A2.1 T.O. PLATE 19' -10 1/2" FACTORY DIRECT STONE ROOF TILES ON ROOF CONSTRUCTION (SEE TYP ROOF CONSTRUCTION NOTES THIS SHT) NEW ROOF ADDITIONS NEW WALL ADDITION R 1 9' - 6 1 1/3 2"R 19' - 6 11/32" A2.1 12 MAIN LEVEL - EXIST/DEMO 0' -0" UPPER LEVEL - EXIST/DEMO 9' -2" TOP OF ROOF 31' -7" T.O. PLATE 19' -10 1/2" NEW ROOF ADDITIONS NEW WALL ADDITION A2.1 13 7 A2.1 MAIN LEVEL - EXIST/DEMO 0' -0" UPPER LEVEL - EXIST/DEMO 9' -2" TOP OF ROOF 31' -7" 6 A2.1 T.O. PLATE 19' -10 1/2" FACTORY DIRECT STONE ROOF TILES ON ROOF CONSTRUCTION (SEE TYP ROOF CONSTRUCTION NOTES THIS SHT)NEW ROOFS ADDITION MAIN LEVEL - EXIST/DEMO 0' -0" UPPER LEVEL - EXIST/DEMO 9' -2" TOP OF ROOF 31' -7" 6 A2.1 (EXPANDED) WORSHIP HALL (E) SOCIAL HALL ATTIC T.O. PLATE 19' -10 1/2" SCISSOR TRUSS R-49 BATT INSULATION R-21 BATT INSUL.R-21 BATT INSUL. MAIN LEVEL - EXIST/DEMO 0' -0" UPPER LEVEL - EXIST/DEMO 9' -2" TOP OF ROOF 31' -7" (EXPANDED) WORSHIP HALL (E) SOCIAL HALL (E) OFFICE T.O. PLATE 19' -10 1/2"3" / 1'-0" R-60 BATT INSULATION 5/8" GWB CLG ON SCISSOR TRUSSES @ 24" O.C. BY TRUSS MFG. FACTORY DIRECT STONE ROOF TILES ON ROOF CONSTRUCTION (SEE TYP ROOF CONSTRUCTION NOTES THIS SHT) 3" X 12" VENTILATION SLOT (SEE ROOF PLAN) R 47' - 5 7/8" R 47' - 5 7/8" R 47' -6" R-21 BATT INSUL. IN ADDED WALL CONTINUOUS ROOF EDGE ROLL 7 A2.1 3' - 4" 3' - 0" 3' - 3" R 1' - 3" R 0' - 9 1 7 /3 2 " R 1' - 6 1 / 2 " R 0' - 9 3/4 "R 0' - 5 27/32" R 1' - 8" R 1 9' - 6 1 1/3 2 " 5/8" GWB CLG ON SCISSOR TRUSSES @ 24" O.C. BY TRUSS MFG. FACTORY DIRECT STONE ROOF TILES ON ROOF CONSTRUCTION (SEE TYP ROOF CONSTRUCTION NOTES THIS SHT) R-60 BATT INSULATION IN CURVED ROOF FRAMING 3" X 12" VENTILATION SLOT (SEE ROOF PLAN) CONTINUOUS ROOF EDGE ROLL Scale Date Drawn By Checked By Project Number NO.DATEDESCRIPTION BO DE TEMPLE COMMERCIAL INTERIOR RENOVATION & ROOF REPLACEMENT 11410 SE PETROVITSKY RD RENTON, WA 98055 GESTOSO DESIGN & DRAFTING SERVICES 22420 127TH AVE SE KENT WA 98031 (253) 709-7543 E: OSCAR. GESTOSO @GMAIL.COM As indicated 3/3/2026 2:06:05 PM A2.1 ELEVATIONS/ BLDG SECT./ DETAILS TTT OVG 12/04/2024 2024.01 1/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION 1/8" = 1'-0"3 WEST ELEVATION 1/8" = 1'-0"4 NORTH ELEVATION 1/8" = 1'-0"5 LONGITUDINAL SECTION 1/8" = 1'-0"6 TRANSVERSE SECTION 1/2" = 1'-0"10 TOILET 2 -N 1/2" = 1'-0"11 TOILET 2 -E PROVIDE 2x BLOCKING, TYP 3/4" = 1'-0"13 MAIN/LARGE ROOF SCROLL (EAVE EDGE)3/4" = 1'-0"12 SIDE/SMALL ROOF SCROLL (EAVE EDGE) 1/8" = 1'-0"7 SECTION AT ALCOVE