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IL -- 1 -- - I - - -- - <br />1 11 -I 11A - I !- - <br />1 I I!-- 11 II I IT r 1111 LI_R' If 11,1111 Illgl Itm I 1r-- I I --- ---" _ IIR' AA[I7Iww' -Ir <br />-A -lL"FMlA1T <br />36" TALL RAILING WITH BALUSTERS <br />SPACED 3 3/4" APART TYPICAL <br />.az L <br />O <br />m <br />O <br />2X12 02 PNE STRINGER <br />ONE AT EACH END <br />N <br />OF TREADS AND ONE <br />IN THE CENTER. .9 <br />r <br />13 CLOSED RISERS ® 1 3/411 <br />10" TREADS <br />Ij <br />I <br />I <br />MIA <br />STAIR CUT SECTION DETAIL <br />NOT TO SCALE <br />TYPICAL ROOF TRUSSES <br />___----.------.r-----.r-----.r------ I----- n----- n-----"--- -I --- -------T.------------------- <br />11 11 II 11 11 It II II It 11 11 II 11 <br />11 11 11 11 II 11 II 11 II II It 11 11 11 II <br />11 II 11 11 II 11 11 II II II II II II 11 11 <br />11 II If 11 II 11 11 II 11 II II 11 II 11 11 <br />11 II II 11 II 11 11 <br />" <br />TYPICAL STUDS " " TYPICAL DOUBLE TOP PLATE 11 II II ii 11 11 11 <br />11 I I <br />SPACED 16" Or- <br />1/2" HEX NUT WITH n n n " 11 " n n 11 1/2 HEX NUT WITH I n n <br />11 11 11 II II 11 11 II II II 11 II <br />SQUARE WASHER II n n n n n u n 11 n n n SQUARE WASHER11 n n n <br />11 11 11 I If 11 If U 11 I II ^ 11 If II <br />II 11 11 1 If 11 11 11 11 I 11 11 II 11 It <br />II II II II II 11 II II II II II II 11 II <br />SECURE ALL RAFTERS TO WALLS <br />AND BEAMS WITH SIMPSON HIO AND <br />FILL ALL NAIL HOLES WITH IODXI 1/2" <br />NAILS <br />LEVEL TWO <br />15' 10 3/4 WALL HEIGHT <br />MINIMUM 2X6 02 SPRUCE SUB FASCIA <br />WITH ALUMINUM FASCIA, EAVE DRIP <br />AND SOFFIT <br />INTERIOR LEVEL <br />8' 4 3/4" <br />TWO FINISH FLOOR <br />LEVEL ONE <br />1' 6 V2" <br />WALL HEIGHT <br />(3) 2X6 02 PINE WITH 1/2" PLYWOOD <br />FILLERS OVER ALL OPENINGS <br />1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/8"Xl" <br />EXPANSION (1/2"BOLT SIZE) AT SLAB. USE 1/2" COUPLING <br />NUT TO SECURE ROD TO BOLT , OR DRILL 4" HOLE IN <br />SLAB AND USE SIMPSON STRUCTURAL ADHESIVE OR A <br />EQUAL EPDXY TO SECURE ROD IN HOLE, ROD TO <br />EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE <br />WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE <br />OF OPENINGS, CORNERS AND SPACED MAXIMUM 6'0" <br />SEE DETAIL FOR OFFSET BOLT FOR LEVEL TWO <br />or_ <br />INTERIOR LEVEL <br />0.0.,ONE FINISH FLOOR <br />GRADE <br />1/2" A30Z <br />THREAD II <br />1/2" COUPLING i <br />1/2" A301 <br />THREAD i <br />5/8"X-I" REDH1 <br />EXPANSION E <br />1/2" CDX PLYWOOD OR 1/16" OSB ROOF SHEATHING <br />NAILED 4" OC ON ALL EDGES AND 6" OC IN FIELD <br />COVER WITH GAF UNDERLAYMENT AND INSTALL 29GA <br />MASTER RIB PER MANUFACTURES SPECIFICATIONS <br />2X10 02 PINE RAFTERS 24" OC <br />R-30INSULATION — <br />1/2" CEILING TYPE GYPSUM BOARD <br />61 — (2) 2X6 02 SPRUCE TOP PLATE 2X6 <br />WALLS AND (2) 2X4 02 SPRUCE IN <br />24 WALLS <br />1/2" GYPSUM BOARD <br />R-19 INSULATION IN ALL 2X6 <br />T WALLS AND R-13 IN 2X4 WALLS <br />2X6 02 SPRUCE PLATE 2X6 WALLS <br />2X4 02 SPRUCE PLATE 2X4 WALLS <br />3/4" TtG PLYWOOD GLUED AND <br />NAILED WITH IOD NAILS I&" OC <br />— O . <br />2X10 02 PINE JOIST 0 24" OC <br />al <br />O 1/2" CEILING TYPE GYPSUM BOARD <br />(2) 2X6 02 SPRUCE TOP PLATE 2X6 <br />WALLS AND (2) 2X4 02 SPRUCE IN <br />24 WALLS <br />1/2" GYPSUM BOARD <br />r <br />o <br />1' 411 <br />BOTTOM OF ALL FOOTINGS TO <br />BE MINIMUM 12" BELOW GRADE <br />11 11 11 II <br />II 11 11 11 <br />11 II 11 II <br />it 11 11 11 <br />11 11 11 II <br />11 II II II <br />11 II II 11 <br />n u n n <br />II 11 II 11 <br />11 II 11 11 <br />11 II 11 11 <br />it 11 II II <br />If 11 11 If <br />II 11 11 II <br />' <br />NONE! <br />no <br />NMI <br />MIMMIN <br />no <br />INNER <br />ONE <br />IPA@I■I■��II��■I <br />i <br />! <br />I <br />I <br />_, <br />I■I�■I <br />■I■I�If <br />■I■I■I��1I <br />Iqi <br />i <br />i <br />I <br />mom <br />Mom <br />'NONE; <br />ONE <br />If <br />LINED UP OPENINGS <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 />OFF SET OPENINGS A301 ALL tHREAD ROD ROD SYSTEM FRO��M / <br />SLAB TO TOP PLATE PLACED (1) AT EACH / <br />CORNER AND AT MAXIMUM 6'O" OC ON <br />PERIMETER OF HOUSE <br />2 STORY ALL THREAD ROD ANCHOR DETAIL <br />NOT TO SCALE <br />1/2" HEX NUT WITH <br />SQUARE WASHER <br />R-113 INSULATION IN ALL 2X6 <br />WALLS AND R-13 IN 2X4 WALLS- <br />2X6 PT PLATE 2X6 WALLS <br />2X4 PT PLATE 2X4 WALLS <br />CUT EXISTING SLAB AND REMOVE AT STORAGE <br />AREA AND POUR NEW MINIMUM 2500 PSI SLAB <br />WITH WIRE MESH OR FIBERMESH, to MILL VISQUEEN <br />OVER CELAN COMPACT TERMITE TREATED SOIL <br />MONO FOOTING EDGE AT ALL EXTERIOR <br />WALLS AS SHOWN WITH (3) 05 REBAR ON <br />CHAIRS <br />2X10 02 PINE NAILED TO ENDS OF <br />2XIO RAFTERS WITH (4) 16D NAILS <br />SECURE 2X6 RAFTERS TO 2X10 WITH <br />SIMPSON U24 HANGERS <br />2X6 02 PINE RAFTERS o 16" OC <br />IX4 02 PINE AT 16" OC ATTACHED <br />TO BOTTOM OF RAFTERS WITH (2) <br />12D NAILS <br />VINYL UNVENTED SOFFIT CEILING <br />(2) PLY 1.15"X16" LVL BEAM <br />WITH MAXIMUM SPAN OF BEAM <br />ALLOWED OF 24'0" <br />1/2" CDX PLYWOOD OR 1/16" OSB WALL SHEATHING <br />NAILED 3" OC AT ALL PLATES AND BEAMS AND <br />6" OC ON VERTICAL STUDS. COVER WITH TYVEK <br />HOUSE WRAP AND INSTALL VINYL LAP SIDING PER <br />MANUFACTURE <br />o <br />1' 4" <br />5UILDING CUT SECTION <br />NOT TO SCALE <br />TYPICAL ROOF TRUSSES <br />. - - _ _ - - �- - - - - n ._ _ _ _ _ _,r _ - - - -.r - - - - -.r - .r - - - - - n - - - - - - - - - - <br />II II II II II II II II II <br />11 II II II II 11 11 II II <br />II II II II II II II If II <br />11 II II II II II II II II <br />11 " 11 II II I1 <br />TYPICAL STUDS 11 ;; �� TYPICAL DOUBLE TOP PLATE <br />SPACED 16" OC n 11 u I II <br />. II II II II II II II <br />1/2" A301 ALL <br />THREAD ROD <br />5/8"xl" REDHEAD <br />EXPANSION BOLTS <br />to <br />4"X4" .0133 ALUMINUM POST <br />CUT EXISTING SLAB TO ALLOW FOR <br />PAD FOOTINGS. DRILL 4" INTO CENTER <br />EDGE OF EXISTING SLAB AT THE THREE <br />SIDES OF PAD AND EPDXY 05 REBAR <br />THAT WILL EXTEND INTO FOOTING PADS <br />EXISTING CONCRETE <br />- n - - - - - -r.- - - - - - - - - - -r.- - - - - -.- - - - - -r.- - - <br />II YI II II II II <br />11 YI 1� II II II <br />II 11 II II II 11 <br />II II �I II II II <br />II II " II II II <br />n n n n n <br />n n 1/2" HEX NUT WITH n n <br />I1 11 SQUARE WASHER I1 11 11 <br />n n n II n <br />I II �� II II II <br />1 n II n II n <br />II 11 11 II If <br />II 11 II 11 II II <br />411 1' 011 <br />0 <br />SEE FOUNDATION PLAN FOR <br />FOOTING PAD DETAILS AT <br />EACH POST LOCATION <br />1 STORY ALL THREAD ROD ANCHOR DETAIL 1 <br />A301 ALL THREAD ROD ROD SYSTEM FROM <br />NOT TO SCALE SLAB TO TOP PLATE PLACED (1) AT EACH <br />CORNER AND AT MAXIMUM &'0" OC ON <br />PERIMETER OF HOUSE <br />MAXIMUM PEAK HEIGHT I S" <br />11-7 <br />LEVEL TWO WALL HEIGHT <br />AT THIS LOCATION 16' S 1/2" <br />TOP OF RV <br />CARPORT BEAM 13' 9 1/2" <br />(1) SIMPSON MSTA30 FLAT STRAP AND <br />EACH SIDE OF BEAM TO POST WITH 15" <br />OF STRAP TO FACE OF BEAM AND 15" <br />ON POST. FILL HOLES TO ALUMINUM <br />POST WITH "IOXI" SMS AND FILL HOLES <br />TO BE WITH IODXI 1/2" NAILS <br />1/8" THICK 2"X2" ALUMINUM ANGLE AT <br />EACH SIDE OF POST WITH (U 3/8"X4" <br />EXPANSION BOLTS IN FOOTING (4) <br />•IOXI" SMS IN POST <br />INTERIOR LEVEL <br />ONE FINISH FLOOR O' O" <br />SIDE VIEW <br />ARKAY ENGINEERING INC. 1 <br />STRUCTURAL ENGINEERS <br />RICHARD L. KIDDEY P.E. <br />FLORIDA LICENSE NUMBER 31286 <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 2011 6TH EDITION AND ASCE "HO <br />FOR 13S MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE <br />2011 BUILDING CODE RESIDENTIAL 6TH EDITION <br />ZU m <br />z M <br />0" <br />ER <br />O <br />� J <br />u- <br />lin <br />�z <br />ZW v1 <br />" U p N <br />I <br />Q <br />W OQto <br />A z ",, <br />a <br />'o' U <br />co <br />m Co LL <br />LL <br />�O <br />N <br />00 <br />r� <br />In c+1 <br />IU � <br />cq <br />cq �* s <br />? <br />lL 2 to <br />zm� <br />QO <br />Z � <br />zg <br />0 ul <br />lu <br />A w <br />Y <br />O�Qm <br />LJ <br />0� <br />W <br />(L to (V- <br />L <br />r <br />� <br />fk <br />,n <br />O <br />1 <br />� <br />1 <br />O <br />w <br />z <br />a <br />a <br />o <br />l <br />O�aO <br />} <br />_a <br />} <br />� <br />z <br />U <br />m <br />N <br />O <br />LEVEL ONE <br />STORAGE <br />438 <br />LEVEL TWO <br />STORAGE <br />556 <br />SCREEN <br />PORCH <br />112 <br />RV <br />CARPORT <br />542 <br />TOTAL 1648 <br />FIG <br />30F:4 <br />AR<AY 19224 <br />