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I _ _ I_ _1 _ -1 11. 1 -- - J- - I I. -- 1 .I .I, ...I1'11 1'#111 !'''I I I -- - --71 I I1CL '-- -1 11- - -I I --- f !Tww"lf YID i. I _1ur. _ I'll 111117 I' -- - a LEVEL TWO 15' 10___ - _3/4„ n WALL HEIGHT _ 15' 2 115' 2 1/� TOP OF OPENINGS MINE �MEMMME�om 11101al■in1��rrr�t ■INaomi REAR ELEVATION 11411 = 11 0" r LEVEL TWO WALL HEIGHT Ir.' 5 1/4" TOP OF OPENINGS �ILL5'-2 1/4" INTEf21Orc LEVEL tWO FINISH FLUOR r, 8—� 4 4" LEVEL ONE — v --- WALL HEIGHT - 16 I/?'' .._ . IT TOP OF OPENINGS 6' 10" MAXIMUM PEAK HEIGHT OQ 11' 5 1/2" LEVEL TWO WALL HEIGHT l7 AL[41S LOGATIOT�_ _ 1�1/2" TOP OF RV CARPORT BEAM— 1n 3' S 1/2" INTERIOR LEVEL ONE FINISH FLOOR n O' O" cA C4 (4 1/2" 4301 ALL THREAD ROD LOCATIONS WITH 5/8"Xl" EXPANSION (1/2"50LT SIZE) AT SLAB, USE 1/2" COUPLING NUT TO SECURE ROD TO BOLT, OR DRILL 4" HOLE IN SLAB AND USE SIMPSON STRUCTURAL ADHESIVE OR A EQUAL EPDXY TO SECURE ROD IN HOLE. ROD TO EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE INTERIOR LEVEL WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE ONE FINISH FLOOR �_ O' O" OF OPENINGS, CORNERS AND SPACED MAXIMUM 6'0" SEE DETAIL FOR OFFSET BOLT FOR LEVEL TWO OC z 3 + 35.30 Q - 41,20 O 04 J Ul 0 z + 35.30 B 41.20 Q N J Q1 Q 26' O" 31 211 —7� + 33.00 - 42.60 60b0 HR +-.4.w - 46,56 4030 HR • • • • • • I O STORAGE I I O WALL LINE BELOW STORAGE III nl • • nl III III III u III SEE NOTES ON LEVEL ONE FLOOR PLAN FOR ALL BEAM, ; AND POST DETAILS III n1 i III 2 n III i i III III III •i III III n1 III ; • III n1 III III III III i j STORAGE III III III O i i III I11 III �(Vy v • I i • III I11 I III ; 111 111 O i I11 111 III i Iil RV CARPORT Iil III III ; • III III III 81 III 3' IIII III - III C4 n n1 III III DOWN — In III 2X6 STUD WALLS AT ALL AREA UNLESS NOTED � nI III j i • 111 III III III j 0 i u1 III III • I I I I III III n1 nl III III nl _ I nl nl nl III - ■ INN - - law ra■ in WINIHMMO■11■r M i 1 ��Ii ■� Ii■NEr■■�i■■ THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION LEFT ELEVATION 1/411 = 1' 01R 6040 HR 3' OII + 33.42 - 43,44 12- 011 14' 0" LEVEL TWO FLOOR PLAN 1/411 _ 11 oil ALL EXTERIOR WALLS ACT AS SHEAR WALLS 1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/8"Xl" EXPANSION (I/2"BOLT SIZE) AT SLAB. USE 1/2" COUPLING NUT TO SECURE ROD TO BOLT, OR DRILL 4" HOLE IN SLAB AND USE SIMPSON STRUCTURAL ADHESIVE OR A EQUAL EPDXY TO SECURE ROD IN HOLE. ROD TO EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE OF OPENINGS, CORNERS AND SPACED MAXIMUM &'0" SEE DETAIL FOR OFFSET BOLT FOR LEVEL TWO OC 26' 011 2X4 STUD WALLS AT THE STORAGE AREA ON THIS LEVEL STORAGE 36" WATER STORAGE TANK 5'O"Xl'O" SLIDING DOOR LEVEL ONE FLOOR PLAN 1/411 _ 11 OII ALL EXTERIOR WALLS ACT AS SHEAR WALLS RIGHT ELEVATION 1/411 = 11 O11 VINYL LAP SIDING 4 ' �,r o c h1 ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS J 1 RICHARD L. KIII DEY P,E, FLORIDA LICENSE NUMBER 312S6 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE 2011 BUILDING CODE RESIDENTIAL 6TH EDITION V N _ Z M ~ o J i LIL F�1 Z0I� 0 Lu (n LL] N 0 N � A Z Q Lo a D}U co_ m L.L O — CV 00 r� M tlJ • fn s M � u z u XX NJ u2'a 7(3 zm — do ou- w Q t - WV w�Do� IL d) QC 51 r � 0 I z = � w o a d � Q Q VJ z Lu } _U UJ U } z I fK CL LEVEL ONE STORAGE 426 LEVEL TWO STORAGE 556 SCREEN PORCH 124 RV CARPORT 542 TOTAL 1648 PG 1 OF 4 ARKAY 0 19224