9407 SHARON DR 2018-12-21 - Laserfiche WebLink

GENERAL SPECIFICATIONS: TRUSS SPECIFICATIONS: ROOF & ATTIC VENTILATION I , CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS & BUILDING DIMENSIONS, & SHALL TRUSSES TO BE DESIGNED & MANUFACTURED PER ANS/TPI 1. DESIGN BY STATE AU.VENTS TORE SCREENED w/r CORROSION AT11C i le le REPORT ANY VARIATIONS TO THE DESIGNER FOR RESOLUTION PRIOR TO CONSTRUCTION. RESISTANT METAL MESH. (3) 210 HOLES PER VENT AREA = 520 SF LICENSED ENGR. &MANUFACTURED AT APPROVED PLANT. SUBMIT TRUSS DESIGN BD " WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. BLOCK = 7.0 SQ. IN. NET AREA (7471). LOCATE VENT 520 t 150= 3.47 SF VENTILATION REQ D DRAWINGS TO BUILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION & SHIP BLOCKS AT CORNERS &EVENLY BETWEEN FOR ATTICS LOVER PART OF ATTIC: 1 CODES: 2012 INTERNATIONAL RESIDENTIAL CODE (IRC), 2012 WASHINGTON STATE ENERGY DRAWINGS TO JOB SITE WITH TRUSSES. DESIGN DRAWINGS TO NCLUDE ALL INSTALL VENT BLOCK EA. RAFTER SPACE FOR INSTALL 2 AF50 ROOF VENTS NEAR WALL UNE 0.347 CODE (WSEC), 2012 UNIFORM PLUMBING CODE (UPC), 2012 INTERNATIONAL MECHANICAL LOADS, LUMBER INFO., COMECTIONS, HANGERS, PERMANENT REQ'D. BRACING CATHEDRAL ROOFS. THE MINIMUM NET FREE SF NET EA. = 0.69 SF NET CODE (INc), AND ALL OTHER APPLICABLE CODES. LOCAT ONS, & RELATED NFORMA1ION AS SPECFED PER R802.101. TRUSSES TO INSTALL 15 VENT BLOCKS* 0.0492 SF NET EA. _ II 0 „ VENTILATING AREA SHALL 1/150 OF THE AREA OF 4.74 SF NET STRUCTURAL: BE BRACED TO PREVENT ROTATION & TO PROVIDE LATERAL STABILITY PER TRUSS THE VENTED SPACE. EXCEPTION: THE MINIMUM NET UPPER PART OF ATTIC SEISMIC ZONE D1/D2 PER FIG. R301.2(2) & ENGINEERING DESIGN DRAWINGS, BUILDING PLANS, &PER BUILDING LATERAL ENGINEERING. FREE VENTILATION AREA SHALL BE 1/300 OF THE INSTALL 2 GABLE VENTS 01.04 SF NET EA. = WIND (EXP. B) BASIC SPEED: 85 MPH PER FIG. R301.2(4) FIELD CUTS OR MODIFICATION OF TRUSSES NOT PERMITTED WITHOUT ENGINEER'S VENTED SPACE PROVIDED THE FOLLOWING CONDITION 208 SF NET CALCS. /DRS. AND PRIOR APPROVAL BY THE BUILDING DEPARTMENT. BOTTOM IS MET: AT LEAST 40%AND NOT MORE THAN 50% COMPONENT/CLADDING LOADS /TABLE R301.2(2) OF THE REQUIRED VENTILATING AREA IS PROVIDED BY TOTAL VENTING PROVIDED: 3.51 SF I0 CHORD OF TRUSSES TO BE HELD OFF OF NON-BEARING INTERIOR WALLS WITH VENTILATORS LOCATED IN THE UPPER PORTION OF SIMPSON STC ROOF TRUSS CLP OR EQUIVALENT. GABLE END TRUSS TO HAVE LOADING LIVE DEAD TOTALTHE ATTIC OR RAFTER SPACE. UPPER VENTILATORS 110;11 ROOF (GROUND SNOW) 25 PI' 10 PSF 35 PSF VERTICAL MEMBERS 24 o.c FOR SIDING. GABLE END TRUSS TO BE SHEATHED & SHALL BE LOCATED NO MORE THAN 3 FEET BELOW ATTICS UNITED STORAGE 20 10 PSF 30 PSF NAILED PER WALL BELOW. THE RIDGE OR HIGHEST POINT OF 11€ SPACE, NO STORAGE 10 PSF 10 PSF 20 PSF MEASURED VERTICALLY, WITH THE BALANCE OF THE \ PSF DECKS (SEE R502.2.1) 40 PSF 10 PSF 50 PSF REQUIRED VENTILATION PROVIDED BY EAVE OR EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF CORNICE VENTS. WHERE THE LOCATION OF WALL OR ARE ESCAPES 40 PSF ROOF FRAMING MEMBERS CONFLICTS WITH THE • GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION PREFAB. ENGINEERED ROOF INSTALLATION OF UPPER VENTILATORS. INSTALLATION 4 iIJ MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST GUARDRAILS IN-FIT 50 LBS APPLIED TO 1 SQ. FT. TRUSSES PER PLAN 0 24'0% POINT OF THE SPACE SHALL BE PERMITTED. g PASS. VEHICiLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. ROOMS (NOT SLEEPING) 40 PSF 10 PSF 50 PSF � SLEEPING ROOMS 30 PSI 10 PSF 40 PSF � ROOFING PER PLAN FOR AIR PERMEABLE INSULATIONS IN VENTED ATTICS, STAIRS 40 PSF 10 PSF 50 PSF \ ,- ~ A BAFFLE SHALL BE INSTALLED ADJACENT TO SOHTIT OR 300 LB PT. LOAD ON 4 SQ. IN. AND EAVE VENTS. BAFFLES SHALL MAINTAIN AN 12 SIMPSON H1 EACH TRUSS OPENING EQUAL OR GREATER THAN THE SIZE OF THE Al RAMS, GIRDERS, HEADERS, RAFTERS, & JOISTS TO BE HEM FIR NO. 2 OR TOPPLATES VENT. THE BAFFLE SHALL EXTEND OVER THE TOP OF BETTER AS NOTED ON PLANS. GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED \� 1PSEE SCRE�� VENT THE ATTIC INSULATION. THE BAFFLE SHALL BE &IDENTIFIED AS REQUIRED IN ATC A190.1 & ASTM D3737. PERMITTED TO BE ANY SOLID MATERIAL PLYWOOD INDEX: CD. ROOF & SUBFLOOR SHEATHING PER TABLE R503.2.1.1(1). 8d GALV. 0 6" o WSEC.R40223 WALL SHEATHING PER TABLE R602.3(3) & R602.3(4). SHEATHING FASTENERS PER ,.E (DIAPH. TO TOP PLS) TABLES R602.3(1) & (2). 14 STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). (2)2x4 TOP PLATES "1 WOOD IN CONTACT WITH CONCRETE, NEAR GROUND, LAP SPUCES » I �- OR WOOD EXPOSED TO WEATHER TO PLATE HEIGHT PER PER PLAN TYPIC�AI. FASCIA BE PRESSURE TREATED OR NATURALLY DURABLE WOOD PER R317. ELEVATION PROVIDE NO. 4 VERTICAL CONCRETE & REBAR SIDING PER ELEVATION 0/ CONTINUOUS #4 HORIZ BAR 6" BARS AT A SPACING NOT CONCR TO BE 60.000 PSI - GRADE 6Q ASTM A706. WALL REBAR SHALL BE PLACED HEADER PER PLAN TYPE 15 FELT OR TO BE LOCATED 6' BELOW IN EXCEEDING 48 INCHES. NO CLOSER TO THE OUTSIDE FACE THAN)¢ THE WAIL THICKNESS REBAR COVER PER " WATERPROOF BUILDING PAPER TOP WALL IRC R404.1.4.2 ACI 31& FOOTINGS TO BEAR ON 1500 PSF MINIMUM UNDISTURBED SOL CONCRETE TO 2x4 16'H.F. STUDS v Na. RE MINIMUM rc = 2500 PSI 028 DAYS (3,000 PSI FOR GARAGE/CARPORT SLABS, °MEMBERS �ce �4 REBAR _1 EXTERIOR PATIO SLABS ON GRADE, & WEATHER EXPOSED BASEMENT, FOUNDATION HEM/FIR OR BEI ttfR. _� WALLS, PORCHES, AND STEPS W/5%-7%AIR ENTRAINMENT). MINIMUM DESIGN EQUIV. ; GRADE F • LUID PRESSURE= 35 PCF OR PER SOILS ANALYSIS i-f 11 ir 1` o -'r- 3e" OSB, Jr COX PLYWOOD OR H)4 BAR W/ a fin=i111- 6" T-1-11 SHEATHING. NAIL 8d a 12d MINIMUM USP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE ' 1 ' gSUBSTITUTED FOR SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS 6 ON EDGE, 12' IN FIELD OR HORIZONTAL 3" MIN. 2x4 STUDS 016' O.C.----.- PER ENGINEER'S S.W. SCHEDULE co EXTENSION 9 / 4"I ROOF =o "1 2x4 BASE PLATE 2x4 PRESS. TRTD. SILL PLATE d. SW. HOOK I DRAIN -1 W/ a A.B. 048" O.C. OR 4"0 PERF. /I 4" CONC. SLAB ON SAND PER PLAN & BIM. 4J1' & 12" RV do FTG. DRAIN .. ROOFING OPTIONS: FILL & TAMP AS REWIRED OF SILL ENDS. EMBED 7 MIN. " IN GRAVEL ;i ;�+ 3x3x0.229 PLATE WASHERS. 2 ® COMPOSITION ROOF: O/NONPERFD. TYPE 15 FELT. NAL w/(4) GALV. GO °0� MIN'. N a eo » n .�x0.n- • FINISHED GRADE SLOPED FOR _ �d = 2 *- �� FASIN R PER EA PIECE 0/ 1/2 CDX PLYWD SHTG. OR EQUIV. w/1/2' CCX 'ii. �x`-� " 6' MIN. FALL WITHIN 10' OR -�, i� 1 ig 0 0/HANGS. OSEE CONC FTG & STEMV,,.4'1![ ii' • PROVIDE SWALE OR DRAIN. 'o 'rte c~n 0 ROOF SHTG. TO BE NAILED w/8d 0 6' OC EDGES & 12' OC FIELD - WALL DETAIL ON THIS SHEET -4 '• • ROOF DRAIN 4" TKGITUNE UNBLKD, IF FOOTING POURED SEPARATELY, SEPARATE FROM FTG. DRAIN2) CONTIN. 4 HORIZ 3 " 4'0 PERF PIPE IN WASHED PROVIDE #4 BAR 48' O.C. MAX AR 3"-4" BOT. 1'-0" ONE STORY GRAVEL CONNECT TO WITH STD. HOOK. EXTEND TO 3' OF FFG. 1'-3" ONE STORY APPROVED DISCHARGE �. FROM BOT. OF �. ROTATE 1'-O" MIN. 1 STORY HORIZ. EXTENSION PARALLEL TO 1'-3" MIN. 2 STORY ~• GARAGE WALL SECTION WALL FOR PROPER CONC. COVER. 1'-11" MIN. 3 STORY WHERE APPLICABLE SCALE: %" = 1'-0" PLAIN CONC. F N D. DETAIL SEISMIC ZONE 'D' SCALE: )¢" = 1'-0" 7