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c 4' 4" 30' 0" 31' 4" 30' 0" 4' 4" TOP OF WALL AT CENTER FORMED AND POURED ARCH A--, 26' 0" STONE VENEER EAST ELEVATION 1 /411 = 1' 0" OD 0� �0 00 I 1 I 1 . .. .. .. .. .. .. .. .. .( .. .. .. .. .. .. .. .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . I . I I .. .. 1 .. .. .. .. .. .. ( .. .. .. .. I I . ... .. . . . .. . . I .. .. .. ( .. .. . . . 1 .. .. . . . .. . . . .. .. .. .. .. .. . . . .. . . . .. . . . .. . .. . .. . .. . .. . .. . .. . .. . .. . . .. . .. . .. . .. . .. . .. . .. .. . .. . . . .. . .. . .. . .. . ;.. �� . :.. .. ... .. ... .. ... .. ... .. ... .. .. . .. . .. . .. . ;.. .. . .. . .. . .. . .. . .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... i EXPANSION JOINTS ... .. ... .. ... .. ... .. I I I ... .. ... i.. .. ... .. ... .. ... .. ... .. ... .. ... ... .. ... i.. .. ... .. ... .. ... .. ... .. ... .. I I I I I I ... .. ... .. ... i.. I I I .. .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . I .. .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. I I I AWNINGS DESIGN BY OTHEI#' ' ' I . . . .. ... 1 .. . . . .. . . . .. . . . .. . . . I .. . . . .. . . . .. . . . .. . . . .. . . . .. I I I I I . . . .. . . . . . I I 1 1 ' I . AWNINGS DESIGN BY OTHER .. .. ... .. ... .. ... .. ... .. .. ... I.. .. ... .. ... .. ... .. ... .. ... .. ... .. I 1 ... .. ... 1.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ,.. .. ... .. .. I .. .. .. .. I I I I I I I 1 . . .. .. .. .. I . . . .. . . . 1 . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. I .. .. .. .. ..DECORATIVE CEMENTITIOUS SMOOTH FINISH .. I I . . . .. . . . I .. .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . I I I I I . . . .. . . . .. .. .. I . . . .. . . . . . . I .. .. . . . .. . . . .. 1 .. .. .. ; I . . . .. . . . .. . . . .. . . . . .. .. . .. . .. . .. .. ... .. ... .. ... .. ... 0— l .. . .. .. . .. . .. . .. . ... .. .. I .. .. .. .. .. . .. l . .. . .. . .. . .. .. . .. . .. . .. .I .. I.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... , .. . .. ... .. ... .. .. . .. .. ! .. . .. .. ... .. ... ... ,.. .. ... .. ... .. . .. . .. . .. ... .. ... .. ... .. .. G_ ... . .. . .. . .. . .. . . I . .. . .. . .. . .. . .. . .. . .. ... .. ... :.. .. ... .. ... .. ... .. ... .. ... .. ... .. I I .. . .. ., . .. . .. . .. . .. . .. . .. . .. . .. ... .. ... :.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... :.. .. ... .. ... .. 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 DFSIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION UHAWRd6b, Hu I IN I HE E VI,N I , RHORS uuCUR THE DFSIGNER WILL NOl BF: LIABLE 'OR COST OF 1 "'hs "1 I0T'!IitV-^Ii3''Pi'T;Ti�,. SOUTH ELEVATION 1 /4" = 1' 0" 1�15Viii�l a' o" WEST ELEVATION 1 /411 = 1' 0" TOP OF CENTER SIDE WALL AND FRONT CORNERS OF BUILDING 24' 0" MAIN WALL HEIGHT 23' 4" TOP OF OPENINGS- _ _18' 0" CORAL VENEER BOTTOM OF CANOPY _ 9' 0" MIN TOP OF OPENINGS _ _ V�� 8' 0" TOP STONE CAP FINISH FLOOR _ s 2'B" I I .. .. .. .. .. T .. .. .. .. .,. .. .. .. .. .. .. CORALVENEER ... .. ... .. ... .. ... .. ... .. ... .. .. .. .. ... .. ... .. ... .. ... .. ... .. ... i ... .. ... .. .. .. ... .. ... .. ... .. .. 1 . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. I . . . .. . . . .. . . . .. . . . .. . . . .. . . . I . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. .. I I• . . . .. . . . .. . . . .. . . . .. ... I .. .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . I . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. .. I I I I' . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. .. I .. .. . . . .. . . . .. . . . .. . . . .. . . . .. . . I I 1 1 i I ... .. ... ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... ... .. ... .. ... .. ... .. ... .. ... .. .. I I I I• . I .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . I . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. .. •I I I I• ... .. ... .. ... .. ... .. ... .. ... .. . .. ... .. ... .. ... .. ... .. ... .. ... I 1 Z-F • • • • • • • • • • • • • • • • • • • • • • • • • • • • ; • • • • • • DECORATIVE CEMENTITIOUS SMOOTH FINISH- ; • • • • • • • • • • • • • • • • • • • .. .. .. . .. .. .. .. .. .. I. I I I • I I . . . .. . . . . . . .. . . . .. . . . .. . . . .. .. I I NORTH ELEVATION 1/4" = 1' 0" ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 f� RBY 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 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II o o rr �%0N m � m � ma1�vU Z � � L� 1L s Trot � - Q w %Q'� � w` W Lf) Q O O O O Z M d' 6 6 Q — O O N to N � O O Occ W M m � CO N O � � W Z p F- p m O U Z CV M m 0 M � m LL U CD _ moo= W W N ARKAY 18739