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V <br />.6 <br />9' O" WALL HE <br />8' O" TOP OF <br />doll _ FIN19 <br />LEFT <br />AREA VENTILATION REQUIRED - UPPER E LOWER VENTED PROVIDED <br />2014 S.F. ATTIC AREA / 300 = 6.12 S.F. X 144 = g68 S.I. <br />968 S.I. / 2 = 484 S.I. UPPER AND LOWER VENTILATION REQUIRED <br />UPPER VENTILATION PROVIDED <br />1 LOMANCO OFF RIDGE VENTS AT 10 SI./EA = 490 > 484 51, <br />LOWER VENTILATION PROVIDED <br />205 FT, SOFFIT VENTS ( MIN ) AT ro.42 SI./FT = 1312 > 484 51, <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEPEND 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 />J <br />)H <br />FRONT ELEVATION 1/411 _ 11011 <br />RIDGE VENT <br />[zlog?igmaklh <br />RIGHT ELEVATION 1/411 _ 11011 <br />RIDGE VENT <br />REAR ELEVATION 1/411 = 11011 <br />12" OH <br />DBL 2 X 12 02 PINE BEAM <br />WITH ONE LAYER In" PLY <br />WOOD IN CENTER <br />v <br />5' O" 14' 0" 19' O" <br />1/2" A30-1 ALL THREAD ROD LOCATIONS WITH 5/8"X1" 01 <br />EXPANSION (1/2"BOLT SIZE) IN SLAB AT BOTTOM. USE <br />1/2" COUPLING NUT TO SECURE ROD TO BOLT ROD TO <br />EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE <br />WASHER AND NUT AT TOP. PLAE AT EACH CORNER, <br />EACH SIDE OF OPENINGS AND SPACED 6'0" OC <br />HO <br />SIB N <br />0 <br />SLOPE GARAGE FLOOR <br />O <br />11' 8'I + 35.30 Q <br />- 4T,20lu <br />(� <br />13 SH `ATTIC STAIRS'' <br />l7 <br />TEMP <br />+ 30.00 <br />- 36.10 <br />GARAGE N <br />\ / _ 0 GARAGE FLOOR MINIMUM X O <br />/ \ BATH 3' 4' 4" BELOW HOUSE FLOOR N <br />Q 3'0" PCT DR <br />ir <br />OO SLOPE GARAGE FLOOR <br />N I <br />- - - - - - - - - - AIR 14ANOL SIR WATER <br />HEATER <br />op <br />L�U SOLID GORE <br />w 2is <br />' 8" <br />+ 34.50 LU 45.60 -a - - <br />- l� <br />Y no <br />04 <br />RANGE I <br />REFRIG - 1 <br />� nu � `-- <br />3 8 4� 0 6 6 6 8 12' 2" <br />r <br />cV N + 34.98 <br />MASTER BED LAUNDR`r <br />� o KITCHEN <br />I , 1 <br />----------------- <br />zl- - <br />N - <br />q <br />- <br />_ 1 <br />11 <br />14' 2" 5' O" 2' " >L 11' 6" <br />I O <br />y <br />+ 34.02 d% <br />Q - 44.64 CIS <br />I BED #2 <br />I <br />I <br />DINING RM <br />lu <br />3' 8" 10' 2" la7 <br />* 34,02 + 34.50 <br />- 44.64 tU - 45.60 <br />M � <br />r2' <br />zLINE <br />------------- - - <br />CAB <br />I� N i i ro BATH <br />1 U t N itl <br />I z m <br />I' �I 2, 8,1 <br />1 <br />I - 39.94 O <br />I� x LIVING RM �o <br />I 1 o m <br />I <br />I' 1 <br />1 <br />I' I HOSE <br />515 <br />I A <br />19' 2" 2' I 11 11' roll <br />I. - <br />1- <br />1 i I CD <br />I; I BED 03 , <br />I <br />I� I <br />26 SI-I 26 SI-1 II I 26 SH ECxRE S 26 SF 1 ECxRE <br />+ 34.02 + 33.42 <br />1 j' 10° - 44,64 ro' o" - 44.64 11 2„ - 43,44 ; + 34,02 + 4.02 <br />I - 44.64 -44.64 <br />' 51 roll 2' Oil <br />O <br />PORCH <br />PORCH SLAB MINIMUM ' SEE POCKET BEAM <br />I 4" BELOW HOUSE FLOOR I I WALL DETAIL <br />I I <br />------------- ----------- ----------------------- --------------------- <br />- — — — — — — — — — — — — — — — — — — — — - <br />4X4 P,T, POST <br />4' 2° 8' 4° �' 10° <br />�-^ <br />5,011 20' 4" 12' g" �L <br />38' O" <br />o <br />hk I I II 1 2 b <br />PLAN LAN 1/4 = 1 O ' <br />ARKAY ENGINEERING INC <br />ALL EXTERIOR WALLS ACT AS SHEAR WALL-t,;7)V/�� STRUCTURAL ENGINEERS� 0& 17z� i <br />+ i / RICHARD L. KIDD P.E <br />AIL WORK SHALL COMPLY WITHFLORIDA LICENS UMBER 31296 <br />PREVAIL!k'r CC?DES I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />FLC-, 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 />co <br />Z <br />Z�� <br />C9 cMv) <br />W <br />F-1 <br />0 0 o N <br />V� Z LJL � <br />l-i <br />ulz <br />0 <br />o M <br />� m V <br />J W <br />Q <br />Z <br />LL <br />W r- <br />w�fno <br />A <br />0 a N <br />o <br />} <br />Q m 1 <br />z OD 04 <br />Q co <br />Q W <br />0 <br />W 0 <br />0 =i <br />LU 04 <br />ch <br />r� <br />�%QN <br />eo 1!Jm.-l! m <br />m 03 <br />1 � <br />� <br />co <br />McD�oU <br />IN <br />Z <br />IL cg i <br />LL 0 m <br />Z Q)`� <br />�7j3 <br />d 0 <br />W <br />O LL <br />zc <br />--` 9) <br />zUJ <br />j V 1 <br />L <br />Ali <br />(3 <br />p ui <br />ppLQ, <br />? <br />E3 <br />Q) <br />W 0 —� <br />LLl �0� <br />o� <br />Q <br />z <br />Hd <br />a <br />N <br />z <br />'� <br />O <br />d <br />1!1 <br />Z <br />Q <br />Q <br />z <br />Lu Lu <br />w O <br />Lu <br />r�n <br />V/ <br />LIVING <br />1410 <br />GARAGE <br />402 <br />PORCH <br />202 <br />TOTAL 2014 <br />FIG <br />1 <br />OF <br />ARK4Y 0 <br />16754 <br />