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10-735-0017 L3 090 SCALE: 1/2' = P-0' PARTIAL COURTYARD ELEVATION 1/4" =1' -0" MAP. SEE OR Z DETAIL. . .. . .. . .. .. .. . ......... -- - — — — — — — — — — — — — — — — -- 10. 1111 N 1 4f�' W cawual- bool &05 II LU c- U- w 010 > U <- = 0 :: c 2 - CA 1. Z W Q �: SCALE: 1/2' = P-0' PARTIAL COURTYARD ELEVATION 1/4" =1' -0" MAP. SEE OR Z DETAIL. . .. . .. . .. .. .. . ......... -- - — — — — — — — — — — — — — — — -- V toll o0 A 0A ,()125 . C)b pto 0 1, No ----------------- ------ ---------- =7 -- — — — — — — — — — — — — — — — — --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IF- +4524 PSF 1+4524 +45: -5%11 Fsp 49.1 PSF 49. F— 24------ k ----------- POF +45 PSF 10. 1111 N LU= c W cawual- bool &05 > LU c- U- w 010 > U <- = 0 :: c 2 - CA 1. Z W Q �: 0 c 0 M Ce) ct') W U) w BUILDINP� ')F-PT. V toll o0 A 0A ,()125 . C)b pto 0 1, No ----------------- ------ ---------- =7 -- — — — — — — — — — — — — — — — — --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IF- +4524 PSF 1+4524 +45: -5%11 Fsp 49.1 PSF 49. F— 24------ k ----------- POF +45 PSF +4524 fD6F +4944 PSF +45.14 PSF +024 PSF -4cJ 44'A.18 PSF -49. 49.18 PSF — — — 1 17 -T — — — — — — — — — — — — — — — — — — — — - Y 1\10A FRONT ELEVATION U01b Cbc;�cs t> 0 Ltb I,-- c- 9 C55 PLL — 1 -1 t 0 A- 4: 05 -0111 J QL# �1�0 10 1/4 " =1' -0" pc)uvj- oil pto� e 0A Voaf 0\01 '0. C)k +4430 PSF +4430 FSP +45.13 PSF -51,88 PSF -4823 PSF -49.0I PSF L-------------------- - - - - -- - 4----------------------------------- +4646 FW +46A6 +4646 PSF -5040 PSF -50 -622 FF1 t4646 FISF +46A6 POP — #46.46 POP -5040 FW I -5040 F*W -50.40 PEW - - - - - - - - - - - - - - - - - - - - - - --- - - - - - --- --- --- - - - - - - - - - - - - - - - - - - - - - - - - - 0i RIGHT ELEVATION 001 ko rjx(�d Cffa '90 10 =Y-041 t\lc) 06 A ��.% 1/41' Cad' -0 E(7 ooc�""i 64 �05 okm wok Lfoq+o Caq C) F3 -01 mok ta �O)k '� -0 N AA I - 'WAMI N LU= c W cawual- bool &05 > LU c- U- w 010 > U <- = 0 :: c 2 - CA 1. Z W Q �: 0 c 0 M Ce) ct') W U) w BUILDINP� ')F-PT. N 3 II cjj ctY o e c C14 0 (0 _j .. rtF��3�Fnl LL l� 2 . +4524 fD6F +4944 PSF +45.14 PSF +024 PSF -4cJ 44'A.18 PSF -49. 49.18 PSF — — — 1 17 -T — — — — — — — — — — — — — — — — — — — — - Y 1\10A FRONT ELEVATION U01b Cbc;�cs t> 0 Ltb I,-- c- 9 C55 PLL — 1 -1 t 0 A- 4: 05 -0111 J QL# �1�0 10 1/4 " =1' -0" pc)uvj- oil pto� e 0A Voaf 0\01 '0. C)k +4430 PSF +4430 FSP +45.13 PSF -51,88 PSF -4823 PSF -49.0I PSF L-------------------- - - - - -- - 4----------------------------------- +4646 FW +46A6 +4646 PSF -5040 PSF -50 -622 FF1 t4646 FISF +46A6 POP — #46.46 POP -5040 FW I -5040 F*W -50.40 PEW - - - - - - - - - - - - - - - - - - - - - - --- - - - - - --- --- --- - - - - - - - - - - - - - - - - - - - - - - - - - 0i RIGHT ELEVATION 001 ko rjx(�d Cffa '90 10 =Y-041 t\lc) 06 A ��.% 1/41' Cad' -0 E(7 ooc�""i 64 �05 okm wok Lfoq+o Caq C) F3 -01 mok ta �O)k '� -0 +4524 PSF +452 PSF -49J5 PSF -413.1 2`871F Opt oill N AA I - 'WAMI N LU= c W cawual- bool &05 > LU c- U- w 010 > U <- = 0 :: c 2 - CA 1. Z W Q �: 0 c 0 M Ce) ct') W U) w BUILDINP� ')F-PT. .4 *& 0 .'0 II cjj ctY o +4524 PSF +452 PSF -49J5 PSF -413.1 2`871F Opt oill - -7 ,p,7c) C40"Ilk 444.65 PSF :4815S PSF V— — — — — — — — — — — — — — — — — — — — — — — — — — — — - +4646 POF NZ46A-6 PSF 0vjt4'-w1y\-cA 7 uzci - -5040 PSF -50.40 PSF 40A LEFT ELEVATION 1/41' = 1' -0" -------------- - - - - -- - - - - - - - - - - - - - - - - - - - - +4430 PSF +4430 FW +4430 PSF -4823 PW -4823 PSF -4823 FISF N AA I - 'WAMI N LU= c W cawual- bool &05 > LU c- U- w 010 > U <- = 0 :: c 2 - CA 1. Z W Q �: 0 c 0 M Ce) ct') W U) w BUILDINP� ')F-PT. .4 *& 0 .'0 cjj ctY o e c C14 0 (0 _j Alex Kondrat - P.E. #58086, C.A. #00009717 LL z -j w 2 . v- < z z LO CM (0 2 w < 0 U Lni H, LU LA - -7 ,p,7c) C40"Ilk 444.65 PSF :4815S PSF V— — — — — — — — — — — — — — — — — — — — — — — — — — — — - +4646 POF NZ46A-6 PSF 0vjt4'-w1y\-cA 7 uzci - -5040 PSF -50.40 PSF 40A LEFT ELEVATION 1/41' = 1' -0" -------------- - - - - -- - - - - - - - - - - - - - - - - - - - - +4430 PSF +4430 FW +4430 PSF -4823 PW -4823 PSF -4823 FISF F-ar- 44431 low 444.3-1 1 +".3-1 +".31 PW +44.31 -58 psF - 4831 PSF -4831 -4831 FF -4831 FISP -4831 -- - - - - - - - - - - - - - -I - REAR ELEVATION 1/4" = 1' -0" Fjajc� Door WI BYO cf'0wg'p Ic 71 kjotf # ov, -0( 0) A* 0 1 - DIPT"I 10 WINDOW PRESSURE _I - N AA I - 'WAMI N LU= c W cawual- bool &05 > LU c- U- w 010 > U <- = 0 :: c 2 - CA w"' Z W Q �: 0 c 0 M Ce) ct') W U) w BUILDINP� ')F-PT. .4 *& 0 .'0 cjj ctY o e c C14 0 (0 _j Alex Kondrat - P.E. #58086, C.A. #00009717 LL z -j w 2 . v- < z z LO CM (0 2 w < 0 U Lni LU F-ar- 44431 low 444.3-1 1 +".3-1 +".31 PW +44.31 -58 psF - 4831 PSF -4831 -4831 FF -4831 FISP -4831 -- - - - - - - - - - - - - - -I - REAR ELEVATION 1/4" = 1' -0" Fjajc� Door WI BYO cf'0wg'p Ic 71 kjotf # ov, -0( 0) A* 0 1 - DIPT"I 10 WINDOW PRESSURE _I - U N AA I - 'WAMI N LU= c W cawual- bool 0 > LU c- U- w 010 > U <- = 0 :: c 2 - CA w"' Z W Q �: 0 c 0 M Ce) ct') W U) w BUILDINP� ')F-PT. .4 *& 0 .'0 cjj ctY o e c C14 0 (0 _j Alex Kondrat - P.E. #58086, C.A. #00009717 LL z -j w 2 . v- < z z LO CM (0 2 w < 0 U Lni LU LA o M . > :;PROVED BY ;N LU z U N AA I - 'WAMI N LU= c W cawual- bool 0 > LU c- U- w 010 > U <- = 0 :: c 2 - CA w"' Z W Q �: 0 c 0 M Ce) ct') W U) w BUILDINP� ')F-PT. .4 *& 0 .'0 cjj ctY o e c C14 0 (0 _j STRUCTURAL ENGINEERS Alex Kondrat - P.E. #58086, C.A. #00009717 LL z -j w 2 . v- < 0 0 z LO CM (0 2 w < U Lni U SEAL: +44fo5 POF -48.5S FW - - - - - -- - - - - — — — — — — — — — — — — z — — — — — — > E Z " 'a . . 0 AA I - 'WAMI LU= c z 02 cawual- bool UN 01: SOUTH' LU c- wif 010 > U <- = 0 :: c 2 - CA 0 4, --Jj U E- -o c 0 M Z,nZ-w BUILDINP� ')F-PT. .4 *& 0 .'0 Z '<; Alex Kondrat & Associates, +45.04 PSF wz1- - . c c r w 0- STRUCTURAL ENGINEERS Alex Kondrat - P.E. #58086, C.A. #00009717 N o N N 0 n. 2 . Miami, Florida 33186 STRUCIURA 'ECTION Ph. (786) 293-2886 Fax. (786) 293-2883 O'D - . z 0 0 c z-.,-o-= 4, " W.0 Ln Ln U Lni LU LA o M . > :;PROVED BY ;N LU ak 0— cil"Y Uj z J�ll El Uj 0 Uj cd Uj 0 SEAL: +44fo5 POF -48.5S FW - - - - - -- - - - - — — — — — — — — — — — — z — — — — — — > E DATE 'MARCH 27 .2010 SCALE : AS SH-014N DRAWN :W.A.C.1 JOB NO. :09-9000 S S -4�. SHEET NO. OF Z " 'a . . 0 LU= aft 0 EZ. LU= c z 02 cawual- bool LU c- wif 010 > U <- = 0 :: c 2 - CA 0 4, --Jj U E- -o c 0 M Z,nZ-w .4 *& 0 .'0 Z '<; Alex Kondrat & Associates, wz1- - . c c r w 0- STRUCTURAL ENGINEERS Alex Kondrat - P.E. #58086, C.A. #00009717 N o N N 0 12900 SW 128 Street, Suite 104 2 . Miami, Florida 33186 �-Zu 0 c LU tn .--- Ph. (786) 293-2886 Fax. (786) 293-2883 O'D - . z 0 0 c z-.,-o-= 4, " W.0 0 ad > CL 0 3:0 '.-0 -, •- 0. 010 M DATE 'MARCH 27 .2010 SCALE : AS SH-014N DRAWN :W.A.C.1 JOB NO. :09-9000 S S -4�. SHEET NO. OF