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1318 75TH ST SE 2024-03-01
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1318 75TH ST SE 2024-03-01
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Last modified
3/1/2024 3:57:39 PM
Creation date
2/13/2024 11:03:33 AM
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Address Document
Street Name
75TH ST SE
Street Number
1318
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NOTE: RISER HEIGHT TO BE CONFIRMED BY STAIR CONTRACTOR. <br />ALL STE S4T0 BE EQUAL HEIGHT @ MAX. 7.75" <br />WALL BASE PER PER IRC 311.7.5.1 <br />SPEC <br />NOSING PIECE PER <br />FLOORING MANUF. <br />1x10 WOOD <br />BASE FOR PAINT <br />BEAM PER STRUCTURAL <br />ANCHOR FASTENED TO -------- <br />BEAM PER STRUCTURAL <br />TREAD AND RISER TO MATCH 2x12 TREAD <br />SCHEDULED FLOORING <br />7/16" PL OOD OR 2X <br />TIFTATT _ 1 <br />SCALE: 3/4" l'-0" <br />CONTINUOUS <br />METAL FLASHING <br />CONTINUOUS GUTTER <br />SECURED TO 2X FASCIA <br />BOARD W/ HOT DIPPED <br />CONTINUOUS METAL <br />CLEAT FLASHING <br />CONTINUOUS WATER <br />RESISTANT BARRIER — — — — <br />RIM BOARD PER <br />MFG INSTRUCTIONS <br />SIDING — <br />WEATHER RESISTIVE BARRIER <br />(1) LAYER 5/8" EXT. GYP. <br />SHEATHING W/ TYPE "X" CORE <br />WALL SHEATHING — <br />TIRTATt _7 <br />SCALE: : 1/2" 1-011 <br />CONTINUOUS METAL FLASHING <br />CONTINUOUS GUTTER SECURED TO <br />2X FASCIA BOARD W/ HOT DIPPED <br />CONTINUOUS METAL CLEAT FLASHING V-6" <br />CONTINUOUS WATER - <br />RESISTANT BARRIER <br />RIM BOARD PER MFG INSTRUCTIONS <br />SIDING <br />WEATHER RESISTIVE BARRIER - <br />(1) LAYER 5/8" EXT. GYP. - <br />SHEATHING W/ TYPE "X" CORE <br />WALL SHEATHING <br />ROOF SHEATHING <br />R-20 RIGID FOAM INSULATION <br />EXTERIOR PLYWOOD <br />CONTINUOUS GACO <br />WATERPROOF MEMBRANE <br />INSTALL PER MFRS RECOMD'S <br />—, 1/8" <br />12' <br />2X TOP PLATE <br />STEEL BRACKET DETAR ..— 3 <br />1X1.5 STEEL TUBE TOP <br />RAIL FOR PAINT <br />.75X.75 STEEL TUBE <br />BALUSTERS @ 4" O.C. FOR <br />PAINT <br />1x10 WOOD BASE FOR PAINT <br />NOSING PIECE PER FLOORING <br />ROOF SHEATHING <br />R-20 RIGID FOAM INSULATION <br />EXTERIOR PLYWOOD <br />CONTINUOUS GACO WATERPROOF <br />MEMBRANE INSTALL PER MFRS RECOMD'S <br />0 1/8" I <br />f 12' <br />— R-30 INSULATION <br />5/8" GYPSUM <br />2X TOP PLATE <br />INTERIOR G.W.B. <br />WALL W1 <br />O <br />20 <br />HARDWOOD OR ENGINEERED LAMINATE <br />1 LAYER OF 3/4" T&G OSB <br />-SERENA ADHESIVE <br />3/8" SERENA UNDERLAY <br />SERENA ADHESIVE <br />r 3/4" T&G OSB SUBFLOOR <br />f TJI I -JOIST (11 7/8") <br />5/8" GYPSUM <br />2X TOP PLATE <br />INTERIOR G.W.B. <br />WALL W 1 <br />EO <br />HARDWOOD OR ENGINEERED LAMINATE <br />1 LAYER OF 3/4" T&G OSB <br />-SERENA ADHESIVE <br />3/8" SERENA UNDERLAY <br />SERENA ADHESIVE <br />r 3/4" T&G OSB SUBFLOOR <br />f TJI I -JOIST (11 7/8") <br />5/8" GYPSUM <br />2X TOP PLATE <br />INTERIOR G.W.B. <br />W ALL W 1 <br />WALL W4 <br />NOM 2X6WOOD STUDS @16" O.C. <br />PRIME W HITEW OOD STUD. <br />LUMBER GRADE 2 <br />TIFTATT -A <br />SCALE: 1/4" l'-0" 1 <br />MANUF. /4" a <br />uJ <br />TREAD AND RISER TO MATCH MIN.1'-0" 4" <br />SCHEDULED FLOORING <br />I <br />7/16" PLYWOOD OR 2X IN. <br />C r 1 <br />2x12 TREAD LU <br />STEEL BRACKET WITH WALL BASE PER SPEC <br />LAG BOLT INTO SOLID <br />PRESSURE BLOCK STRINGER <br />BLOCKING W/ SILICONE BOTTOM TO SUBFLOOR <br />SEALANT NOTE: RISER HEIGHT TO BE CONFIRMED BY STAIR CONTRACTOR. <br />ALL STEPS TO BE EQUAL HEIGHT @ MAX. 7.75" <br />PER IRC 311.7.5.1 <br />SCALE: 1/2"=1'-0" SCALE: 3/4" l'-0" <br />ROOF SHEATHING <br />R-20 RIGID FOAM INSULATION <br />EXTERIOR PLYWOOD <br />CONTINUOUS GACO WATERPROOF <br />MEMBRANE INSTALL PER MFRS RECOMD'S <br />0 1/8" <br />12' <br />R-30 INSULATION - <br />5/8" GYPSUM <br />2X TOP PLATE <br />INTERIOR G.W.B. <br />WALL W 1 <br />(V <br />HARDWOOD OR ENGINEERED LAMINATE <br />M <br />00 <br />1 LAYER OF 3/4" T&G OSB <br />-SERENA ADHESIVE <br />- 3/8" SERENA UNDERLAY <br />- SERENA ADHESIVE <br />3/4" T&G OSB SUBFLOOR i <br />TJI I -JOIST (11 7/8") i XXXXY� <br />5/8" GYPSUM <br />2X TOP PLATE <br />INTERIOR G.W.B. <br />WALL W 1 <br />bo <br />HARDWOOD OR ENGINEERED LAMINATE <br />1 LAYER OF 3/4" T&G OSB <br />-SERENA ADHESIVE <br />- 3/8" SERENA UNDERLAY <br />- SERENA ADHESIVE <br />3/4" T&G OSB SUBFLOOR I <br />TJI I -JOIST (11 7/8") y <br />5/8" GYPSUM <br />2X TOP PLATE <br />BASEMENT W INDOW <br />50 <br />WALL W4 <br />INTERIOR G.W.B. <br />W ALL W 1 <br />NOM 2X6WOOD STUDS @16" O.C. <br />PRIME WHITEWOOD STUD. <br />LUMBER GRADE 2 <br />n-PTATT -S <br />SCALE: 1/4" l'-0' <br />NOTES: <br />2'-0" <br />Iq <br />O <br />CONTINUOUS METAL FLASHING <br />N N <br />CONTINUOUS GUTTER SECURED TO <br />O <br />2X FASCIA BOARD W/ HOT DIPPED <br />CD <br />CONTINUOUS METAL CLEAT FLASHING <br />J a..� a <br />0 <br />- CONTINUOUS WATER <br />Q <br />V <br />RESISTANT BARRIER <br />RIM BOARD PER MFG INSTRUCTIONS <br />U� 0 <br />SIDING <br />Q 15,0 <br />m <br />WEATHER RESISTIVE BARRIER <br />> M <br />> <br />(1) LAYER 5/8" EXT. GYP. <br />0 0 <br />SHEATHING W/ TYPE "X" CORE <br />Q <br />WALL SHEATHING <br />E <br />O W <br />T_ <br />_r <br />� <br />M <br />O <br />00 <br />W <br />W <br />L <br />Q� <br />♦..+ <br />W <br />WINDOW WELL LADDER <br />W <br />WINDOW WELLco <br />Ll'i <br />T-0" <br />O <br />M <br />GRAVEL <br />DRAINAGE PIPE CONNECTED <br />TO FOUNDATION DRAINAGE <br />SYSTEM <br />DISCLAIMER <br />DUE TO LIMITED SITE AND PROJECT INFORMATION, AT/AGA ACCEPTS NO LIABILITY FOR <br />THE CONTENT OF THIS FEASIBILITY STUDY OR FOR THE CONSEQUENCES OF ANY <br />ACTIONS TAKEN ON THE BASIS OF THE INFORMATION PROVIDED IN THIS FEASIBILITY <br />STUDY. <br />NOTICE: <br />TEAM GH <br />CHECKED AS <br />DRAWING REVISION <br />2018 International Residential Code. R905.9.1 Buily-up roofs. Slope. DESCRIPTION <br />PERMIT SET <br />2018 International Residential Code. R311.7 Stairways. <br />2018 International Residential Code. R311.6 Hallways. DETAILS <br />Al <br />NO. DATE <br />2022-01-24 <br />
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