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1505 112TH ST SW UNITED METHODIST CHURCH 2023-12-27
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1505 112TH ST SW UNITED METHODIST CHURCH 2023-12-27
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Last modified
12/27/2023 4:03:21 PM
Creation date
12/27/2023 2:08:31 PM
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Address Document
Street Name
112TH ST SW
Street Number
1505
Tenant Name
UNITED METHODIST CHURCH
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STUD WALL (SEE PLAN FOR <br />WALL TYPES AND <br />ADDITIONAL LAYERS OF <br />PLYWD FOR SHE.. 6 All:l=o) <br />SEE STRUCTURAL DRAGS <br />FOR HEADER INFORMATION <br />HOLLOW METAL FRAME <br />PACK Al ROCK WOOL <br />DOOR PER SCHEDULE <br />CEMENT FIBER SIDING <br />3-12" ACOUSTIC AIR BARRIER OVER SHEATHING, SEE <br />INSULATION STRUCT. ON STUD WALL FRAMING <br />(SEE PLAN FOR WALL TYPE) <br />5/8" TYPE <br />GAS BOTH SIDES <br />NOTE: CONTRACTOR TO COORDINATE JAMB DEPTHS WITH <br />STUD SIZES AND LOCATIONS OF SHEAR PLYWOOD. TYPICAL <br />AT ALL DOOR AND WINDOW HOLLOW METAL FRAMES. <br />A I-IDR-/JAMB @ INT. H-M. DOOR <br />STUD WALL (SEE PLAP <br />WALL TYPE AND <br />ADDITIONAL LAYERS <br />PLYWD FOR SHEARWA <br />HOLLOW METAL FRAME <br />PACK W/ ROCK WOOL <br />GLAZING PER SCHEDU <br />3-1/2" ACOUSTIC <br />INSULATION <br />5/8" TYPE <br />GWB <br />zA H.M. RELITE HD/JAMB DETAIL <br />A9.2 all = 1'-ID" <br />HOLLOW METAL FRAME <br />PACK W/ ROCK WOOL <br />GLAZING PER SCHEDUL <br />3A INTM- H.M. RELITE MULL. <br />A9.2 <br />HOLLOW METAL I <br />PACK W/ ROCK 1 <br />aA H.M. RELITE MULL. FLOOR <br />9.2 3" 2 1'-0" <br />INSULATED HEADER PER ID/A93 <br />SPACER BLOCK, 5ET/INSTALL <br />PER SIDING MANUF. <br />RECOMMENDATIONS <br />PROVIDE PREFIN. MT - <br />DRIP AT HEAD ONLY <br />HOLLOW METAL FRAME <br />PACK W/ ROCK WOOL <br />DOOR PER SCHEDULE <br />2" �. VARIES L19/1 <br />1B HDR- @ EXT- H.M. DR <br />A9.2 3" = 1'-0" <br />PREFIN. MANUF. SIDING (SEE EXT. <br />ELEv'S) <br />OVER BREATHABLE MOISTURE BARRIER <br />OVER SHEATHING, SEE STRUCT. ON STUD <br />WALL FRAMING (SEE PLAN FOR WALL <br />TYPE) <br />CEMENT FIBER SIDING <br />CAULKING W/ MTL BACKER PER <br />SIDING MANUF. - TYP. <br />HOLLOW METAL FRAME PACK <br />W/ ROCK WOOL <br />DOOR PER SCHEDULE <br />ze EXT. H.M. DR JAMB <br />A9.2 3" = 1'-0" <br />HOLLOW METAL FRAME <br />PACK W/ ROCK WOOL <br />GLAZING PER SCHEDUL <br />36 INTM- H.M. RELITE/DOOR MULL. <br />A9.2 3" = 1'-C" <br />FIXED FRAME <br />ae GARAGE DOOR JAM <br />A9.2 3" = 1'-0" <br />AIR INFILTRATION BARRIER <br />OVER EXT. GWB. SHEATHING — <br />PLYWD SHEATHING, PER STRUCT, <br />OVER STUD WALL FRAMING (SEE <br />PLAN FOR WALL TYPE) <br />SET GATT INSULATION TIGHT TO <br />HEADER FRAMING. LEAVE NO VOIDS <br />ALL HEADERS SHALL BE SPACED DEL <br />2X'4, COORDINATE/SEE STRJCT, <br />PROVIDE RIGID INSULATION, MIN. R-10 <br />BETWEEN 2X'e. FULL DEPTH. <br />RIGID INSULATION SHALL FILL ALL VOID <br />BETWEEN DBL HEADERS. <br />CEMENT FIBER SIDING - <br />AIR BARRIER OVER SHEATHING <br />PLYWD SHEATHING, PER 5TRUCT„ <br />OVER STUD WALL FRAMING (SEE <br />PLAN FOR WALL TYPE) <br />INSULATED HEADER PER ID/A9.2 <br />SEAL/TREAT CUT EDGE OF PANEL <br />PER MANUF. RECOMMENDATIONS - <br />METAL HEAD FLASHING <br />W/ DRIP. SET IN SEALANT <br />ALUM. STOREFRONT WINDOW <br />SECTION WITH GWB RETURN <br />AT JAMB 4 HEAD <br />(STOREFRONT DR AT SIMILAR) <br />D INSULATED - TYP- U-N.O- E I-IDR- If STOREFRONT <br />A9.2 <br />GWB OR 1/ PAINT GRADE <br />TRIM, CONTRACTOR'S OPTION, <br />PAINTED, AT INSIDE CORNER <br />ALUM. STOREFRONT DOOR - SEE <br />FLR PLAN AND SCHEDULES — <br />CEMENT FIBER <br />ALUM. STOREFRONT WINDOW <br />SECTION WITH GWB RETURN AT <br />JAMB 4 HEAD <br />(STOREFRONT DOOR AT SIM.) <br />CAULKING W/ MTL BACKER PER <br />SIDING MANUF. - TYP. <br />AIR BARRIER OVER SHEATHING, WRAP <br />SHEATHING/FRAMNG BEFORE INSTALLING SIDING <br />CEMENT FIBER SIDING <br />zD STOREFRONT DOOR JAM zE STOREFRONT WINDOW JAMB <br />A9.2 3" = 1'-0" A9.2 3" = 1'-0" <br />ALUMINUM STOREFRONT ALUMINUM STOREFRONT <br />SECTION OF DOOR - SECTION OF WINDOW - <br />SEE DOOR SCHEDULE SEE DOOR SCHEDULE <br />ALUM. STOREFRONT <br />WINDOW SECTION WITH GWB <br />RETURN AT JAMB 4 HEAD <br />3D INTM. STOREFRONT WINDOW/DR. MULL- 3E INTM. STOREFRONT WINDOW MULL. <br />A9.2 3" 1'-m" A9.2 3" 1'-011 <br />ALUMINUM STORI <br />SECTION AND D <br />SEE DOOR SC 4 <br />THRESHOLD <br />SLOPE TO DRA <br />I" PER FOOT <br />CONCRETE SLA <br />FLR FIN. - SEE SCHEDULE — <br />STOREFRONT RECEIVING <br />TRIM, COORD. W/ STOREFRONT <br />MANUFACTURER <br />A"H ALUM, STOREFRONT <br />WINDOW SECTION BASE <br />BACKER ROD It SEALANT PER <br />STOREFRONT MANUFACTURER <br />CONCRETE SLAB . f�y! <br />FOUNDATION - SEE /BTWO UPI <br />\RPET ON TOP, <br />CONCRETE <br />AS <br />4D STOREFRONT DOOR THRESHOLD 4E STOREFRONT SILL FLR <br />A9.2 all= 1'-0" A92 3" = 1'-0" <br />bpharchitects <br />19624A 76th Ave. W <br />Lynnwood, WA 98036 <br />(425)774-4701 <br />www.bpharch.com <br />REMODEL AND TENANT <br />IMPROVEMENTFOR <br />N LCETR01 <br />PALABRA VIVIENTE <br />1505 112TH ST. SW <br />EVERETT, WA 98204 <br />No./Date Revision By <br />DC <br />Drawn By <br />SH <br />Checked By <br />1912 <br />Project Number <br />1912CD-A9--DWG <br />File Number <br />BUILDING <br />DETAILS <br />Sheet Tit i <br />A9.2 <br />Sheet Number <br />
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