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1831 100TH ST SW A Plans 2025-05-02
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1831 100TH ST SW A Plans 2025-05-02
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Last modified
5/2/2025 7:31:25 AM
Creation date
10/15/2024 1:53:49 PM
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Address Document
Street Name
100TH ST SW
Street Number
1831
Unit
A
Permit
B2308-080
B2308-081
B2308-082
Notes
NEW TOWNHOUSE COMMUNITY - BENTON SQUARE
Address Document Type
Plans
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MAINTAIN REQ'D OVERHEAD SEISMIC STRAPPING: e <br /> CLEARANCE PER MFR'S PROVIDE 3/4"X 22 GAUGE 1" 10" a <br /> RECOMMENDATIONS METAL STRAPPING WITH u <br /> 1/4"x 3"CASE SCREWS INTO MIN. FIRE BLOCKING m <br /> HOT WATER OUTLET STUDS OR SOLID BLOCKING. ROOF TO WALL FLASHING ` <br /> TO FURORES, LOCATE WITHIN THE UPPER 1/3& ,. <br /> INSULATE PER LOWER 113 OF THE VERTICAL <br /> ENERGY CODE DIMENSION. ASPHALT SHINGLE <br /> REQUIREMENTS THE LOWER STRAP SHALL BE 0/ROOFING UNDERLAYMENT <br /> NOT LESS THAN 4"ABOVE Q <br /> ® ANY CONTROLS. 12" m <br /> 1.118"STAIR TREAD Q 5" <br /> TEMPERATUREIPRESSURE : \ Z <br /> RELIEF VALVE& _ �_ ELECTRIC WATER \\ VENTED BLOCKING w <br /> DISCHARGE LINE, <br /> ROUTE TO BUILDING N8TALL PER \\ 12"RISER PANEL <br /> EXTERIOR,SLOPE LINE 1/8" - MANUFACTURER'S \\ ELEVATIONS CLADDING R <br /> PER FT.MIN. RECOMMENDATIONS \ 2x THRUST BLOCK —— 3S <br /> TENSIONING BRACKET <br /> THERMAL TYP.FLOOR ASSEMBLY \\ --- 0 3 <br /> EXPANSION TANK <br /> d <br /> xx� <br /> WATER HEATERS IN A w <br /> UNCONDITIONED CORROSION T.O.PLATE <br /> LOCATIONS SHALL BE RESISTANT <br /> PLACED ON WATER-TIGHT PAN <br /> INCOMPRESSIBLE <br /> FIBER CEMENT SOFFIT <br /> INSULATION,R-10 MIN. 3/4"MIN.DRAINLINE, 2'-0"PER FLOOR PLANS _ <br /> ® ROUTE TO BUILDING <br /> EXTERIOR,SLOPE LINE <br /> 1/8"PER FT.MIN. z <br /> 1 _ q WATER HEATER REQUIREMENTS A TYPICAL INTERIOR STAIR-BOTTOM ENTRY ROOFL w <br /> J �F <br /> 1-HR FIRE-RATED PARTY <br /> WALL CONSTRUCTION <br /> TYP.FLOOR ASSEMBLY FIRE BLOCKING � <br /> 1" 10" Rabbn BtlbMb <br /> NON-FIRE RATED MIN. ROOF TO WALL FLASHING <br /> INTERIOR STAIR 2X4 VERTICAL ALIGNED W/RAFTER <br /> CONSTRUCTION ASPHALT SHINGLE <br /> `a O/ROOFING UNDERLAYMENT <br /> ROOF TO WALL FLASHING <br /> r <br /> STRINGER/LAN ANG <br /> FRAMING 1-118"STAIR TREAD <br /> \ Z <br /> \\ 112"RISER PANEL —— O <br /> FINISHED CEILING WHERE \\ J <br /> INDICATED ON PLANS OR \ <br /> AT STAIRS&LANDINGS REQUIRED FOR FIRE \ <br /> THAT BUTT INTO 1-MR \ - r� <br /> SEPARATIONRATE \ �, Q <br /> ONSD WALLTRUCTION,HOLD �+ (3)1-1/4"x 14"LSL STRINGERS, \\ _ T.O.PLATE lL <br /> STRINGER&LANDING 2x4 REINFORCING IF REQUIRED \ <br /> L1J <br /> DUE TO SPAN PER LSL MFR. <br /> FRAMING BACK TO ALLOW Z Q <br /> GWB TO RUN <br /> CONTINUOUS <br /> O <br /> U <br /> NON-RATED STAIR AT PARTY WALL n TYPICAL INTERIOR STAIR-TOP 1 O ENTRY ROOF <br /> 6 3„_,, .7 <br /> 1"=1' <br /> ASPHALT COMPOSITION <br /> i <br /> —— SHINGLES OVER ROOFING <br /> UNDERLAYMENT <br /> 2x4 OR 2x8 NOM.WOOD CAP(2x6 SHOWN) <br /> - --- FABRICATE 81NSTALL METAL CAP <br /> EXTERIOR WALL ASSEMBLY <br /> 2x4 NOM.WOOD TOP RAIL I FLASHING FOR LENGTH OF BEAM EDGE OF STEP FLASHING W <br /> 4x4 NOM.WOOD POST r,-------- �` BEHIND WEATHER <br /> LAP 6"SELF-ADHERING RESISTANT BARRIER <br /> RESILIENT FLASHING STRIPS FABRICATE WALL INTERSECTION. <br /> SADDLE FLASHING <br /> 2x2 NOM.WOOD VERTICAL 4 " p `'S C U <br /> PICKETS,NOT MORE THAN 5"O.C. 5 I2 AT BEAM TO WALL INTERSECTION. <br /> 8 BUILDING PAPER OVER h i i 5"x 5"z 7"LONG G.I.STEP <br /> FLANGE AT TOP AND SIDES& q p FLASHING Q �O J <br /> 2x4 NOM.WOOD BOTTOM RAIL UNDER BOTTOM FLANGE t/ 9 _ <br /> 24 GA.GALV.SADDLE L—— —— MAINTAIN POSITIVE GAP J= <br /> 5/4 NOM.COMPOSITE DECKING, FLASHING-ALL JOINTS INSTALL cc <br /> 5/16"FIBER CEMENT PANEL OF APPROX.1"BETWEEN (z p <br /> INSTALL PER MFR.RECOMMENDATIONS •y AT SIDE 8 BOTTOM SIDING&ROOFING <br /> SOLDERED 8 ��t�:- <br /> 4X10 BEAM WRAP SIDE OF BEAM W/S.A.M, 11J <br /> METAL COPING 8 CLEATS ADDITIONALLAYER AT TOP LAPPING NOTCH SIDING AROUND >✓ <br /> BOLT CONNECTION,ATTACH TO JOIST OR Nam '' <_, �.>>� 5tt OVER SIDES DIVERTER z <br /> SOLID BLOCKING PER STRUCTURAL r'.-.[.`,:,'� /R O j <br /> INSTALL SELF-ADHERING 1/2" PREMANUFACTURED OR IJJ <br /> PER STRUCT FOLDEDBSOLDERED U <br /> RESILIENT FLASHING 0/ I DIVERTER FLASHING U <br /> PARAPET ASSEMBLY, O LL <br /> JOIST TO BEAM CONNECTION PER LAPPING OVER SADDLE / GLB I '!' <br /> STRUCTURAL FLASHING �� ROOFING UNDERLAYMENT Z (� Q <br /> w a <br /> 5 1/2"X 15"CANTEL.BEAM ALIGNED ROOF SHEATHING <br /> WITH TOP OF 2X1 O DECK JOISTS PER Co <br /> STRUCT ___ INSTALL METAL ZEE FLASHING AT BASE DRIP EDGE OVER FASCIA <br /> W.R.B.CONTINUOUS <br /> WRAP BEAM UNDERSIDE WITH S.A.M., BEHIND TRUSS GUTTER <br /> WRAP SIDES 6"MIN. ABUTTING WALL <br /> 11 141 <br /> DECK-BEAM AT OUTBOARD EDGE SADDLE FLASHING-PERPENDICULAR DECK-BEAM WATER PROOFING DETAIL ROOF TO WALL FLASHING <br /> 1"=1' 15 NTS <br /> SOLID BLOCKING AS INDICATED BY STRUCT. <br /> LOCATION TO PROVIDE 30 MIN. <br /> CONDITIONED SLIDING GLASS DOOR PER PLANS VERTICAL UNOBSTRUCTED CLEARANCE d <br /> SPACE <br /> (2)CONT.BEADS COMPATIBLE SEALANT m <br /> rn <br /> XPS SUBSLAB INSULATION, BUTYL-BASED SELF-ADHERING m <br /> GARAGE UPTURN EDGE TO TOP EDGE MEMBRANE FLASHING(NERVASTRAL, <br /> (UNCONDITIONED) OF SLAB ON GRADE WITH FORTIFLASH-BUTYL OR EQ.),WRAP UP , <br /> ANGLE CUT JAMBS 8"MIN. <br /> PREFINISHED METAL ZEE FLASHING 2':-.0' O C. a <br /> 5/4 NOM.COMPOSITE DECKING, <br /> INSTALL PER MFR.RECOMMENDATIONS <br /> - PRESSURE TREATED 2x LEDGER,SIZE :JOB NO.: <br /> AND ATTACHMENT PER STRUCTURAL — - 22205 <br /> PRESSURE TREATED 2x JOISTS,SIZE 1'-10" 1 <br /> ------ % AND ATTACHMENT PER STRUCTURAL INSULATION 22"x 30"MIN. LOOSE FILL OR <br /> FINISHED OPENING BATT INSULATION v PLOT DATE <br /> LATERAL ATTACHMENT DEVICE,SIZE DAM _ 8/9/2023 10:50:09 AM <br /> w AND LOCATION PER STRUCTURAL GWB CEILING <br /> 9PERIMETER PER PLANS <br /> /� PREFINISHED METAL ZEE WITH DRIP WEATHERSTRIPPING CASING TRIM - DATE: O6/082023 <br /> EDGED OR SELF-ADHERING <br /> ER <br /> (J(}"�J(� MEMBRANE FLASHING FIN <br /> P ISHED GWB O/ 1/4"MDF TRIM, ;,SCALE: As indicated <br /> PLYWOOD OR OSB PAINTED <br /> WEATHER BARRIER BACKING,BATT OR 'n DRAWN: MISSTRUCT. RIGID INSULATION TO ROOF TRUSSES CHCKD: TM <br /> VERTICAL RAINSCREEN FURRING STRIPS MATCH CEILING <br /> CLADDING PER ELEVATIONS INSULATION R-VALUE GENERAL SHEETS <br /> SHEET NO.: <br /> INSULATED SLAB AT GARAGE WALL DECK-LEDGER AT WALL ATTIC ACCESS PANEL E A22 <br /> 16 ,,,_,, -- 17 -- -- - 18 19 ,,,=1' 20 ,,,_,, <br />
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