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1/2" CDX OR i/16" OSB ROOF SHEATHING <br />NAILED 6" OC ON ALL EDGES AND IN THE <br />FIELD WITH SD NAILS, USE STEEL PLYCLIPS <br />AND 015 FELT WITH SHINGLES L RIDGE VENT <br />AS REQUIRED <br />SEE ROOF TRUSS PLAN <br />2X4 WOOD SUB FASCIA WITH <br />ALUMINUM FASCIA AND DRIP <br />ALUMINUM SOFFIT <br />ALUMINUM SINGLE <br />HUNG WINDOWS <br />2X4 02 SPRUCE STUDS SPACEDIro" OC WITH 1/2" CDX OR OSB <br />WALL NAILED 3" OC ON ALL PLATES AND 4" OC ON STDDS, <br />COVER WITH TYVEK HOUSE WRAP AND INSTAL HARDI LAP <br />SIDING <br />SINGLE 2X4 P.T. BOTTOM PLATE SECURED TO SLAB <br />WITH A301 ALL THREAD RODS AT LOCATIONS SHOWN <br />ON FLOOR PLAN <br />DBL2X4 <br />TOP PLATE <br />ENGINEERED ROOF <br />TRUSSES 24" Or - <br />MINIMUM R-30 INSULATION <br />IN ATTIC AREAS <br />1/2" CEILING TYPE <br />GYPSUM BOARD <br />DBL 2 X 12 02 PINE WITH ONE <br />LAYER 1/2" PLYWOOD IN CENTER <br />OVER ALL DOOR AND WINDOW <br />OPENINGS <br />R-11 INSULATION IN WALLS <br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH <br />OR FIBER MESH AND 6 MILL VISQUEEN OVER <br />CLEAN COMPACT TERMITE TREATED SOIL <br />� 10 • LL <br />4S VERTICAL RODS AS <br />SHOWN ON FOUNDATION 116TYPICAL 10" X 16" FOOTINGS WITH <br />PLAN BOTTOM OF FOUNDATION 2 EACH 45 REBAR ON CHAIRS <br />MINIMUM 12" BELOW GRADE <br />2X4 9'O" UJOOD WALL <br />NOT TO SCALE <br />ATTACH DOOR t0 STUDS THROUGH WOOD <br />DOOR JAMB PER YOUR MANUFACTURES <br />INSTRUCTIONS TO MEET WIND LOAD AND <br />COMPRESSION RATINGS FOR YOUR JOB <br />LOCATION <br />I <br />CAULK DOOR PER YOUR <br />DOOR MANUFACTURE SPECIFIC <br />RECOMMENDATIONS TO MEET <br />WIND LOAD AND COMPRESSION <br />RATINGS FOR YOUR JOB LOCATION <br />TYPICAL HEADER <br />TYPICAL STUD WALL <br />E—� <br />WOOD DOOR ATTACHMENT DETAIL <br />GARAGE DOOR TO BE REINFORCED <br />TO MEET WIND LOAD AND COMPRESSION <br />RATINGS FOR YOUR JOB LOCATION <br />CEILING RAFTER <br />ALL TRACK AND HARDWARE SECURED <br />PER MANUFACTURE SPECIFICATIONS TO <br />MEET WIND LOAD AND COMPRESSION <br />RATINGS FOR YOUR JOB LOCATION <br />MINIMUM 2 X 6 02 SPRUCE PLATE EACH SIDE AND . <br />TOP ATTACHED TO WALL USING 1/2" X 6" LAG <br />BOLTS 4 EACH SIDE AND AT TOP 24" or - <br />GARAGE DOOR ATTACHMENT DETAIL <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF - <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />INT STUD WALL <br />P.T. PLATE ANCHORED <br />WITH BOLTS AT 24" O.C. <br />4" CONCRETE SLAB <br />MIN, 2500 PSI <br />OVER TREATED <br />COMPACTED FILL _ <br />6X6 10/10 WWM <br />(OR EQUAL) <br />4" -- ---- <br />i <br />' I 12" <br />It ------ - - - -'' <br />I/ - <br />all O <br />1-05 REBAR 4„ 12" g" <br />ON CHAIRS 0 <br />Qp <br />NON LOAD BEARING GARAGE FOOTING <br />16" <br />TYPICAL 20"XIb" MONO FOOTINGS <br />WITH 2 EACH +B REBAR ON CHAIRS <br />OPTIONAL MONO FOOTING DETAIL <br />NOT TO SCALE <br />POST / BEAM DETAIL <br />NOT TO SCALE <br />ATTACH WINDOW TO STUDS THROUGH WINDOW <br />FIN PER YOUR WINDOW MANUFACTURE INSTRUCTIONS <br />TO MEET WIND LOAD AND COMPRESSION RATINGS <br />FOR YOUR JOB LOCATION <br />I <br />CAULK WINDOW PER YOUR <br />WINDOW MANUFACTURES SPECIFIC <br />RECOMMENDATIONS TO MEET WIND <br />LOAD AND COMPRESSION RATINGS <br />FOR YOUR JOB LOCATION <br />'RE-ENG. TRUSSES <br />WMPSON NIO W/ 8 - Sol TO TRUSS t TO BEAM <br />SIMPSON AC4 POST TO BEAM <br />ANCHOR 8- 160 NAILS TO POST <br />AND 12-160 NAILS TO BEAM <br />4X4 P.T. WOOD POST <br />IMPSON A5U44 W/ 12 - 16d COMMONS <br />O POST - (1) 5/8"X6" EXPANSION BOLT <br />IUST HAVE 2" MIN CONCRETE EDGE ON <br />►LL SIDE OF POST ANCHOR <br />lmj� <br />WOOD WINDOW ATTACHMENT DETAIL <br />OR STUD WALL <br />J <br />38,011 <br />FOUNDATION 4 SANITARY PLAN 1/411 = 11011 <br />ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN <br />AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE <br />FIXTURES IN CORRECT LOCATION. PLUMBING DRAIN LINES ARE NOT A <br />STRUCTURAL PART OF DRAWINGS AND MAY VARY IN FIELD WITHOUT <br />APPROVAL FROM ENGINEER OF RECORD. <br />TICAL RODS FROM FOOTINGS <br />TO TOP OF STEM WALL PLACED <br />CORNERS, AND SPACED MAXIMUM <br />c <br />t <br />J <br />fL�RICHARD L. KIDDEY E <br />FLORIDA LICENSE MBE 31296 <br />I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <br />FLORIDA BUILDING CODE 2014 5TH EDITION AND ASCE 1-10 <br />FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE <br />2014 BUILDING CODE RESIDENTIAL 5TH EDITION <br />ARKAY ENGINEERING IN( <br />STRUCTURAL ENGINEERS <br />co <br />C-4 <br />Z Lo <br />Z(j) <br />C7 r <br />co <br />LU p <br />0 <br />oN <br />'4Z <br />ul <br />IJi coo <br />U? <br />�4 <br />C-4 <br />to <br />■ 0>m <br />m U <br />J LU <br />a <br />z <br />W ti <br />A <br />cl)o <br />0 a N <br />Ov N <br />} <br />o m L9 <br />Ly <br />a04 <br />Z W Lc) <br />m <br />J LU <br />a U <br />W O <br />of 0 <br />c*) <br />rr <br />NQ%QN <br />In <br />cp c`) <br />cq <br />O �40 <br />40 <br />co m <br />cq <br />z <br />M 00 0 <br />ILL q L <br />u- <br />z vjff <br />� do <br />0 <br />zC <br />Q) <br />l7 � <br />Z <br />j U ' <br />i <br />L Ul <br />V Q) <br />YOM`C7J3 <br />��� <br />Q) <br />LU 'Qa� <br />Uj coO� <br />C <br />co <br />0 ' <br />ui <br />Q <br />Ll <br />O <br />N <br />3 <br />� <br />� <br />O <br />� <br />IE <br />N <br />Ul <br />Z <br />Z <br />0— <br />lu Lu <br />O <br />3 <br />O <br />Lu <br />ED <br />V! <br />LIVING <br />1410 <br />GARAGE <br />402 <br />PORCH <br />202 <br />TOTAL 2014 <br />PG <br />2OF5 <br />ARKAY * <br />16754 <br />