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HomeMy WebLinkAboutBLD2012-00230�� FLOOR / ROOF FRAMING PLAN 1/4" COMPOSITE SHINGLES 0/ ROOFING PAPER 0/ 5/8" ROOF SHEATHING 2X4 FLAT FRAMING PER PLAN DOUBLE TOP PLATE 12 41 .TE 2X6 LOOKOUTS —1 (TRUSSES) BEYOND 1/2" R.S. PLJELD WV/ 8d ®6" 0/C E & 12" 0 /C. 0/ BUILDING P0/ 2/6 WALL FR ' R.S. L Y WD. W/ 8d ® " 0/C EDGES & 12" 0 /C. FIELD 0/ BUILDING PAPER 0/ 2/6 WALL FRAMING TYP. ® NORTH ELEVATIO (2) 2 X 6 2X6 ® 24" O.C.1 (3) 5/8" (ti A.B. HDU2 SDS 2.5 W/ 5/8" A.B. STEM _ = 289.0' cc 4„ 1/2" = 1' -0" CONTINUOUS DRIP FLASHING CONTINUOUS 2X8 FASCIAI FLAT 2X4 ® 24" 0/C BATTENS 0 48" O.C. UPPER PORTION�� OF GABLE ENDS 1 /2" R.S. PLY WD. W/ 8d ® 6" 0/C EDGES & 12" 0 /C. FIELD 0/ BUILDING PAPER 1 0/ 2/6 WAL FR MIN 5/4 CONTINUOUS TRIM 2X6 STUDS ® 24" 0 /C--'' -' BATTENS ® 24" O.C.,--' 4 WALL SECTION 1/2" = 1' -0" 4X10 HEADER LSTI 49 NOTE: FRAMING AT OPPOSITE SIDE OF GARAGE DOOR TO HAVE SAME ANCHORING & HOLD DOWNS _,_(2) 2 X 6 BLOCKING ® PLY WD. EDGES TYP. HDU2 SDS 2.5 W/ 5/8 "(� A.B. COMPOSITE ROOFING 0/ ROOFING PAPER 0/ SHEATHING 2X6 BLOCKING TO TOP PLATE W/ 4 – 16d; SECURE SHEATHING TO BLOCKING W/ 8d @ 4" 0/C TRUSS PER PLAN R -38 GATT INSULATION 0/ GWB ATTACHED TO BOTTOM TRUSS CHORD R -21 BATT INSULATION TYP. COMPOSITE SHINGLES 0/ ROOFING PAPER 0/ 5/8" ROOF SHEATHING TRUS` cc DPP MANUFACTURER # –.its bATT INSULATION PROVIDE BAFFELS AS NEEDED TO MAINTAIN 1 " AIR GAP VENTED BIRD BLOCKING W/ A35 & BUG SCREEN; SECURE ROOF SHEATHING TO BLOCKING W/ 8d ® 6" 0/C TOP PLATE Y11' – 8" — i i CONTINUOUS 2X8 FASCIA W/ 2X2 METAL DRIP EDGE i 2X6 LOOKOUTS i (TRUSSES) BEYOND 5/4 X 8 CONTINUOUS TRIM BOARD TO CONCEAL JOINT IN PLY WD. SIDING TOP OF STEM / -It _^ -1 WALL SECTION 1/2" = 1' -0" SEE 4 A2.0 FOR ALL STRUCTURAL INFORMATION CASE GARAGE DOOR. OPENING W/ 1 X8 4" SLAB W/ 6 X 6 W1.4 X W1.4 WW F. 0/ 4" COMPACTED GRAVEL; THICKEN EDGE ® GARAGE DOOR TO 8" W/ A CONTINUOUS # 4; SLOPE SLAB PER PLANS L 5 WAL SECTION 1 _0. AT TIME DF FoL-_NDATION INSPECTION P2 DPERTY LINES MI.I ST gE MARK gY STRINC UNESTO VERIF' SET 'ACCKS. IF PR.DPERTy LINES ftRE NOT mARK.ED A L � � O RED (� t REINSPEOTION EEE MAY _F REG?J�l �— - �� IDn PRIOR TO ;= LtRTFtER I NSPEGTIDN. ` ~ ONTINUOUS RIDG VENT W/ SHINGLES D 4x12 4F- T.O. ASPHALT SHINGLES T.O. PLATE PLATE T.O. PLATE PLYWOOD SIDING �— — � 1, 8„ 11' -8" W/ BATTENS 11' -8" PLYWOOD SIDING SOLID CORE WOOD W/ BATTENS PLYWOOD SIDING W /BATTENS DOOR WITH VISION PANEL L_LL X11,0 � Q T.O.CURB 289,0' T.O.CURB _ _ _ — 289.0 T.O.CURB 289.0' of - - =289--.O' SECTIONAL GARAGE DOOR W/ EXTRUDED POLYSTYRENE 4°X 4°VINYL WINDOW 1/2" AIR SPACE, INSUL 1tX 10° LOWe (.10) SHGC =,4 OR LESS 1 NORTH ELEVATION SOUTH ELE ION EAST ELEVATION WEST ELEVATION SIMILAR 6 ,. % 1 /8" = 1' -0" 8 1 /8" = 1' -0" 1/8', = 1,-0" T.O. PLATE LEWIs Architecture + Interior Design 2800 Northup Way, Suite 100, Bellevue, WA 98004 T 425 827 5602 F 425 822 5490 12 www.lewisarchitects.com 41 Drawn By: Checked: Approved: i H 2.5 V5/8" GWB DOUBLE TOP R CONTINUOUS 5/4 TRIM BOARD 1 X2 BATTENS ® 24 " 0/C 2X6 @ 24" 0/C ALIGN =FIREBLOCKING TYP. TYP. =INSULATION 5/8 GWB 0/ R -21 ,2X4 FLAT BLOCKING ® PLY WD EDGES TYP. 2X6 P.T. PLATE W/ 5/8 A.B. ® 6' -0" 0/C TYP. EXCEPT NORTH WALL (2) CONTINUOUS # 4 BARS =EDGE # 4® 18" O/C PERMIT ALTERNATE HOOK DIRECTION .(2) CONTINUOUS # 4 BARS SET _CONTINUOUS DRIP FLASHING _CONTINUOUS 2X8 FASCIA Issue D a s c i p t i o n Date BATTENS 0 48" O.C. Project Title: X5/4 CONTINUOUS TRIM —_HEADER PER PLAN ---5/4 X 4 TRIM AT ALL DOORS AND WINDOWS TYP. ASPHALT DRIEV PER SITE PLAN 2" ASPHALT 0/ 4" COMPACTED GRAVE; SLOPE PER SITE PLAN 4 \� - CONTINUOUS # 4 BARS BUILDING SECTION 1/8" = 1' -0" JEFFERSON COUNTY LIBRARY STORAGE GARAGE Revision Description Date 1Q PERMIT CORRECTIONS 9 -10 -12 Sheet Title: PLAN/ SECTIONS & ELEVATIONS Scale: VARIES Project No.: 1146 Date: 7 -10 -2012 Sheet No.: ■ cY) N N M V I EL. 290.0` ADDRESS: 620 CEDAR AVENUE PORT HADLOCK, WA PARCEL: 901023018 SITE AREA: 2.9 ACRES STRUCTURAL NOTES: ALL FOUNDATIONS SHALL BE FOUNDED ON COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY THE GEOTECHNICAL ENGINEER. ASSUMED ALLOWABLE BEARING CAPACITY IS 1,500 PSF CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: 28 DAY STRENGTH f c 2500 PSI (No special inspection required) MAX. WATER / CEMENT RATIO .5 MAX. SLUMP: 4" = / -1" AIR ENTRAINMENT: 0 +/- I MIN. 90 LB SACKS OF CEMENT: 5 REINFORCING STEEL: ASTM A -615 DEFORMED BARS GRADE 60 (fy=60 KSI) FOR #4 BARS AND LARGER ASTM A -185 SMOOTH BAR (fy=60 KSI) FOR WELDED WIRE FABRIC. REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W 1.4XW 1.4 WELDED WIRE FABRIC UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES OF 40 DIAMETERS. . EINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH ALL BAR SIZES 3" FORMED SURFACE EXPOSED TO EARTH OR WEATHER #5 AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER WALLS AND JOISTS #11 BARS AND SMALLER 3/4" SLABS #1 I BARS AND SMALLER 1" GENERAL TOP CHORD DEAD LOAD SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY Z BOTTOM CHORD DEAD LOAD CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING W FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE ERECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WOOD SHRINKAGE POTENTIAL. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WORK INCLUDING BUT NOT LIMITED TO EXCAVATION, SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1- 800 - 424 -5555. Fb Fv Fcp Fc E Q ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2009 INTERNATIONAL W 2X, 3X HEM -FIR NO.2 850 150 405 1300 1.3E6 BUILDING CODE AS ADOPTED BY THE LOCAL JURISDICTION. V / 2X, 3X 6" & WIDER DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 LIVE LOADS ROOF: SNOW 25 PSF UNIFORM 2X6, 3X6 DOUGLAS FIR -LARCH NO.2 900 180 625 1350 1.6E6 SNOW LOAD DESIGN DATA JOISTS Pg = 20 PSF Pf = 20 PSF Ce = 0.9 Is = 1.0 Ct = 1.0 ALL FOUNDATIONS SHALL BE FOUNDED ON COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY THE GEOTECHNICAL ENGINEER. ASSUMED ALLOWABLE BEARING CAPACITY IS 1,500 PSF CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: 28 DAY STRENGTH f c 2500 PSI (No special inspection required) MAX. WATER / CEMENT RATIO .5 MAX. SLUMP: 4" = / -1" AIR ENTRAINMENT: 0 +/- I MIN. 90 LB SACKS OF CEMENT: 5 REINFORCING STEEL: ASTM A -615 DEFORMED BARS GRADE 60 (fy=60 KSI) FOR #4 BARS AND LARGER ASTM A -185 SMOOTH BAR (fy=60 KSI) FOR WELDED WIRE FABRIC. REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W 1.4XW 1.4 WELDED WIRE FABRIC UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES OF 40 DIAMETERS. . EINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH ALL BAR SIZES 3" FORMED SURFACE EXPOSED TO EARTH OR WEATHER #5 AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER WALLS AND JOISTS #11 BARS AND SMALLER 3/4" SLABS #1 I BARS AND SMALLER 1" WOOD SHEATHING STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARKOF THE AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C -D INT APA WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND FASTENING UNLESS NOTED OTHERWISE PER PLAN: EDGE FIELD NAILS NAILS ROOF: 5/8" 40/20 C -D APA CDX 8d AT 6" 8d AT 12" SHEARWALL: SEE DRAWINGS ALL ROOF SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE PER PLAN. BLOCKING AT INTERMEDIATE ROOF SHEATHING JOINTS SHALL NOT BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER DRAWINGS. SHOP FABRICATED WOOD TRUSSES PREMANUFACTURED PLATED WOOD TRUSSES SHALL BE MANUFACTURER DESIGNED AND SHALL COMPLY WITH THE TRUSS PLATE INSTITUTE (ANSI /TPI 1 -2002, NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND IBC SECTION 2303.4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADS PER SECTION 019,0 ANT) TNF FnT T OWTATr;- ROOF TOP CHORD LIVE LOAD ROUGH FRAMING TOP CHORD DEAD LOAD SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) TOP CHORD NET WIND UPLIFT "GRADING AND DRESSING RULES" NO. 17 LATEST EDITION. SAWN LUMBER SHALL BE S4S BOTTOM CHORD DEAD LOAD AND SURFACED DRIED, 19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER LIVE LOAD DEFLECTION FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE WOOD SHRINKAGE POTENTIAL. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED UNLESS NOTED OTHERWISE PER PLAN. LUMBER SPECIES, GRADE, AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE PER PLAN /SCHEDULE: Fb Fv Fcp Fc E USE/LOCATION SPECIES GRADE (PSI) (PSI) (PSI) (PSI) (PSI) WALL STUDS/BLOCKING 2X, 3X HEM -FIR NO.2 850 150 405 1300 1.3E6 4" WIDE / 2X, 3X 6" & WIDER DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 WALL PLATES 2X4, 3X4 DOUGLAS FIR -LARCH STUD 700 180 625 850 1 AE6 2X6, 3X6 DOUGLAS FIR -LARCH NO.2 900 180 625 1350 1.6E6 JOISTS 2X, 3X HEM -FIR NO. 2 850 150 405 1300 1.3E6 SPRUCE -PINE -FIR NO. 2 875 150 425 1150 I AE6 DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 BEAMS AND POSTS 4X DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 6X DOUGLAS FIR -LARCH NO. 1 1200 170 625 1000 1.6E6 WOOD SHEATHING STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARKOF THE AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C -D INT APA WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND FASTENING UNLESS NOTED OTHERWISE PER PLAN: EDGE FIELD NAILS NAILS ROOF: 5/8" 40/20 C -D APA CDX 8d AT 6" 8d AT 12" SHEARWALL: SEE DRAWINGS ALL ROOF SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE PER PLAN. BLOCKING AT INTERMEDIATE ROOF SHEATHING JOINTS SHALL NOT BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER DRAWINGS. SHOP FABRICATED WOOD TRUSSES PREMANUFACTURED PLATED WOOD TRUSSES SHALL BE MANUFACTURER DESIGNED AND SHALL COMPLY WITH THE TRUSS PLATE INSTITUTE (ANSI /TPI 1 -2002, NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND IBC SECTION 2303.4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADS PER SECTION 019,0 ANT) TNF FnT T OWTATr;- ROOF TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 11 PSF TOP CHORD NET WIND UPLIFT 7 PSF (NET) BOTTOM CHORD DEAD LOAD 7 PSF LIVE LOAD DEFLECTION L/360 LEWIs Architecture + Interior Design 2800 Northup Way, Suite 100, Bellevue, WA 98004 T 425 827 5602 F 425 822 5490 www.lewisarchitects.com Drawn By: Checked: Approved; EF J FERSQN COUNTY DCD � BUILDING PLAN REVIEW to Q APPROVED AS SUBMITTED iC APPROVED AS NOTED © REJECTED Date `—R`evlewer NOTICE. Plans are approved excepth% &. any errors or omissions. All work must pass inspection in conformance with all applicable codes and regulations. "Reviewed for Code Compliance" r` ;f, f JUL 3 d 2012 JEFFERSON COUNTY DEPT. OF COhIMUNITY DEVELOPMENT .}4.'y *' E.:q C "t REG1 ARCS ROSS � STAT OF ASHIN,C: PER14 SET or Issue Descl p t i o n Date JFF f`r' V O v O JEFFERSON COUNTY LIBRARY STORAGE G Revlslon DescrlDtlon "A FAI FAR A" ST P Scale: VARIES Project No.: 1146 Date: 7 -10 -2012 Sheet No.: Al