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<br /> Permit#: B1901-028
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<br /> Site Address: 2101 MCDOUGALL AVE .,.,
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<br /> Owner: HALL STACEY "`" -_------,: '-'s\sz „,
<br /> Tenant: [Ten Name]
<br /> App.Date: V24/2019 Daniel C.Smith,PE
<br /> Proposed Use: SFR DETACHED Consulting Engineers
<br /> f NOTE:IF AVAILABLE,GC MAY USE LONGER 13237 Melvin Arnold Road
<br /> Descript[on: REMOVE OLD DECK WITH NEW LARGER
<br /> POSTS THAN SUGGESTED AS LONG AS SPLICE Raleigh,NC 27613
<br /> i BOLTS ARE>12"AWAY FROM GIRDER BOLTS. ONE P:919.8,4460:50 ext 1
<br /> F:87Z841.6050
<br /> E:deckstedansmithpe.com
<br /> —91M7/7/670/4/7:47Z/1/77/7;EXISTING STRUCTIJIZE 10;174/7././7 /// ,"7////:fr. RESIDENTIAL
<br /> .. NOTCHED
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<br /> PER PLAN ATTACHED
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<br /> tif--- DECK ABOVE DECK
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<br /> NOTCHED
<br /> 6x6 PT POST
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<br /> SPLICE FOR POST>12.-0"
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<br /> SCALE:1'=I'-fr. ELEVATION VIEW
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<br /> FOUNDATION PLAN m C)
<br /> SCALE:1/4"=1.-0"
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<br /> 0 1 , REVIEWED FOR PERMIT
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<br /> NOTES: 4.4 V--4 rt
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<br /> CODES,DESIGN LOADS,BASIC WIND,AND SNOW LOAD:
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<br /> • VERIFY FOOTING DEPTH MEETS or EXCEEDS LOCAL
<br /> WA:2015 INTERNATIONAL RESIDENTIAL CODE w/WASHINGTON DCSPE St: 1S-D-0189
<br /> CODES FOR FROST. ENGINEER CALCULATES
<br /> MINIMUM DEPTH=2C STATE AMENDMENTS. Drawn By: BML
<br /> . . MINIMUM DESIGN L
<br /> OADS FOR BUILDINGS AND OTHER Revision History:
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<br /> 1 - i • VERIFY MINIMUM SOIL BEARING. 1500 PSF STRUCTURES,ASCE 7-05(UNLESS ASCE 7-10 SPECIFIED PER CODE). - -
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<br /> a • ALL FOOTINGS SHALL BE NEW CONSTRUCTION(UNO). LIVE LOAD: 60 PSF *&For Construction
<br /> DEAD LOAD: 10 PSF Not for Construction
<br /> 4 is lW,,..'a,c•.at PI sf. • STAIRS OPTIONAL. STAIRS SHALL HAVE A CLEAR DL+LL: 70 PSF
<br /> AREA LANDING AT BOTTOM AS WIDE AS THE STAIR& BASIC WIND SPEED: 110 MPH Sheet: 0
<br /> 36"MIN.IN DIRECTION OF TRAVEL. SNOW LOAD(g): 20 PSF S-1 Slif :
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