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Permit#: B2011-025 <br />Site Address: 2002 OAKES AVE <br />u <br />Or <br />C� <br />AV ���' <br />10 <br />C) <br />V, vll� RIDGE VENT <br />12 <br />5 <br />v-0- I <br />00 nn- <br />IT-O" <br />HIM <br />DIMENSIONS SHOWN ARE <br />NOMINAL - CUSTOMER TO <br />CONFIRM FINISH OPENING WITH <br />TUFF SHED REPRESENTATIVE <br />A 10 <br />ACkC.".""ESSORY BUILDING <br />13'X 30'= 390 SQ FT <br />5% DOWNSLOPE FOR 10' <br />MINIMUM ON ALL SIDES <br />M <br />MORM <br />DRAWING INDEX <br />S1 - PROJECT NOTES, ELEVATIONS <br />S2 - PLANS, SHEAR WALL SCHEDULE <br />S3 - SECTIONS, DETAILS <br />y <br />v, <br />FRIDGE VENT <br />k <br />T__ T­ <br />I <br />FRIDGE VENT <br />j, j_ <br />r"T <br />T <br />z" E I, L L-j— <br />L _C� <br />L7 -7-LTJ—L <br />F-L L 7j LL F_ F <br />- <br />L 1-`­ _ <br />F/� <br />_T J T L I - - _F_ 17_F <br />77 ' <br />20W20 2020 <br />WINDOW WINDOW <br />R.O. R.O. <br />W2020 <br />OW <br />WINDOW <br />R.O. <br />- - I <br />OF <br />AP:� <br />PUDU,�, F,,l R FEE <br />SUPPRES", <br />�PERWTIOTS. <br />--- CLASS'A'SHINGLES <br />LAP SIDING <br />OVER HOUSE <br />OVER 7/16" OSB71 <br />,-- CLASS A'SHINGLES <br />N <br />LAP SIDING <br />OVER HOUSE WRI <br />OVER 7/16" OSB <br />DESIGN REQUIREMENTS <br />1. GOVERNING CODES: 2018 lRC <br />OCCUPANCY REQUIREMENTS: GROUP U <br />CONSTRUCTION TYPE: V-B <br />2. DESIGN SCHEDULE <br />A. <br />BUILDING SIZE <br />WIDTH: 13'-0" <br />LENGTH: 30'-0" <br />SIDE WALL HEIGHT: 3'-1 1/8" <br />TOTAL HEIGHT: I V-S" <br />B. <br />BUILDING LOADS <br />ROOF LIVE LOAD: 30 PSF <br />ROOF DEAD LOAD: 10 PSF <br />C. <br />DESIGN WIND <br />BASIC WIND SPEED, V: 110 MPH <br />WIND EXPOSURE: C <br />D. <br />SEISMIC DESIGN CATEGORY: D <br />E. <br />SITE CLASS: D <br />F. <br />ROOF PITCH: 5/12 <br />owner: <br />PH[ILLIPS LISA& JOHN M <br />Tenant: <br />[TenName] <br />App. Date: <br />11/16/2020 <br />Proposed Use: <br />RESIDENTIAL ALTERATIONS <br />Description: <br />REPLACE EXTG GARAGE WITH NEW <br />GARAGE <br />Reviewed BV:_ <br />16 Office Set <br />Job Site Set Fire/Planning Set <br />FES 2 3 292-1 <br />L <br />C1 T Y G <br />Pa-rmit Se, <br />- rvi-es <br />3. ROOFING SCHEDULE <br />A. ROOF SHEATHING SHALL BE APA RATED 7/16" THICK OSB WITH FOIL <br />BACKING. STAGGER LAYOUT PER APA CONDITION 1. <br />B. Pi #24116 MIN UNBLOCKED. <br />C. SHEATHING NAILING SHALL BE PER NAILING SCHEDULE. <br />D. LIFETIME DIMENSIONAL ASPHALT SHINGLES (U.N.O.). <br />E. GAF FELTBUSTER. <br />LA H NG REQU R D ALL SID S. <br />G. TRUSSES SHALL BE SPACED @ 24" OC. <br />H. SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MATERIALS. <br />1. TRUSSES MUST BE BRACED ACCORDING TO THE LATEST EDITION OF <br />THE BUILDING COMPONENT SAFETY INFORMATION "GUIDE TO GOOD <br />PRACTICE OF MET AL PLATE CONNECTED WOOD TRUSSES" (BCSI) <br />J. TRUSS CONNECTION PLATES'EAGLE METAL PLATES'. <br />K. THE TRUSS PLATE INSTITUTE (TPI) (NER QA 430) IS THE INSPECTION <br />AGENCY RESPONSIBLE FOR IN -PLANT INSPECTIONS. <br />L. TRUSS MANUFACTURER: TUFF SHED, INC. <br />4. WOOD FRAMING <br />A. ALL WALL FRAMING MEMBERS SHALL BE HEM -FIR (HF) STUD GRADE OR <br />BETTER. <br />B. STUDS SHALL BE SPACED @ 16" OC. <br />C. FASTEN EXTERIOR WALL SHEATHING TO FRAMING PER NAILING <br />.qr1HPnI H P <br />Al <br />6 <br />n <br />v 'Af, <br />x <br />CNAL <br />I <br />ELEVATIONS <br />ScaI-e: <br />1 Of 1110,11, i <br />