The URL can be used to link to this page

10-638-001-Ak-EL 25'- 4 "T.O. ROOF 38' -4" N.G.V.D. 7� ' � EL 20'- 6 "T.O. BEAM 3 32' -6" N.G.V.D. �i EL 11'- 6 "T.O.SLAB Q +64.5 o I- 23, -6" N.G.V.D. N EL 10' -3" T.O.BEAM 22 F -3 N.G.V.D. EL a AB -0-12--0" N.G.V.D. *L -2' -0 "FINISH GRADE 10' -0" N.G.V.D. 58.8 541 �-54-1- 541 +69.1 +59.2 +59. Q +59.2 WEST ELEVATION SCALE: 1/8" = 1' -0" �1 4 '" �. 1111111mvinuciiiiii GALVANIZED METAL ROOF SMOOT STUCCO FINISH N.G.V.D. © •• 1 CASING III = WINDOW . / I. _ SMOOT 1 N.G.V.D., \I pa �fjb 711 EL �,r I\ 11 10 0 0 1257 m.1 liNo- . / BASE 10' 0 f r � � EL 25'- 4 "T.O. ROOF � � � EL 25'- 4 "T.O. ROOF 38'4' N.G.V.D. 12 ,� Ji- 12 38'-4" N.G.V.D. 7 i lad GALVANIZED METAL ROOF - 12 _]:;woman 9, ter• SMOOT STUCCO FINISH -59.5' in nii ini I F[I 1711 ALUM. CLAD CASING 11 Ell 1 • : _ -- 1- OWN N.G.V.D. F■ ALUMINUM 1 DOOR I� , I I _..S' •.1 EL II. 11 1 N.G.V.D. �� I �� L� a- re I El -2'-O"FINISH GRADE STUCCO BASE I� 1 1 1 Q •� . o ff .� . O O O O O o i : 1 II 1 '•• � 1 ,� • 1 111 1 �� • 1' 1.1 111 • 23' -6" N.G.V.D. EL 10'- 3"T.O.BEAM 22' -3" N.G.V.D. SMOOT STUCCO FINISH EL 0'- 0 "T.O.SLAB 12' -0" N.G.V.D. EL 4-6" T.O.SLAB 10' -6" N.G.V.D. EL - 2'- O"FINISH GRADE 10' -0 "- N.G.V.D. SOUTH ELEVATION SCALE: 1/8" = 1' -0" GALVANIZED METAL ROOF EL 10 -3 T.O.BEAM 22' -3" N.G.V.D. SMOOT STUCCO FINISH OOLITE STONE �EL 0 - 0'T.O. SLAB 12' -O" N.G.V.D. EL -2' -0 "FINISH GRADE -010' -0" N.G.V.D. I NORTH ELEVATION SCALE: 1 /8" = 1' -0" --- -- ---- -- - -- -- -- - - -- - -- -- -- 12 VAN on 1• 1 I F =111 ��. \. ,_` • • 111 1 �• nI]' g jwggm ENE 1Y� �f1 M1 1 �f1 �L �I\ 12 12 7� �7 ® 12 �Q 5� C +63.4 ALUM. CLAD CASING WINDOW 0 +04.5 31 12 12 l 1 0 C —58.4 C ,.$,4 +63.5 +63.5 0+59 V +63.9 a+53 4 +-6-)3ts WOOD COLUMN (SEE STRUCT. DRWGS.) 4X6 WOOD RAFTER - - - ; =_ - - - " E=d rd A. S, P.E. _ CONSULTING ENGINEERS r+�I,NW u6nl- s:_SUITE WS **,*I LAKES FL =ia - - - - - - _ _ ^ _ _ _ _ _ - - _ _ - _ - c•E /038398 Tel. (-3031 'A 23 _ -- _ f=ax (305} f� —9 r •4i' -- ,C 1t .......... -s y 12 %%- I% j 1 EL 10'- 3 "T.O.BEAM 22' -3" N.G.V.D. EL 0'- 0 "T.O.SLAB 12' -0" N.G.V.D. EL -2' -0 "FINISH GRADE 10' -0" N.G.V.D. EL 25'- 4"T.O. ROOF 38' -4" N.G.V.D. EL 20'- 6"T.O. BEAM 32' -6" N.G.V.D. —17 23' -6" N.G.V.D. EL 10'- 3 "T.O.BEAM 22' -3" N.G.V.D. EL 0'- 0"T.O.SLAB 12' -0' N.G.V.D. EL - 1'- 6"T.O.SLAB 10' -6" N.G.V.D. (B)+63-7 (�T'�'�F�tDI�RR'QlEA B U I UDING STRUCTUR ECTION u �ti1`lf OF SOUTH MIAMI BUILgINO DEPT. APPROVEDBY., BUILDING SECnON 0AX: ,,.,_ ••„. `� ;z / - \PPROVED BY- GATE: PERMIT 10 SET.". DWG INFO: j DRAWN BY. A.M / DG r 7-15 -6 v � ti © 20A a - •, EDWARD A. LANDERS P.F.. Inc. HEREBY RESERVE THEIR COPYRIGHTS TO THE IDEAS° • AND DRAWINGS SHOWN. THESE DRAWINGS ARE TO BE USED FOR THE PROJECT STATED.- ONLY AND SHALL NOT BE USED OR h# REPRODUCED FOR ANY OTHER PURPOSE, WHATSOEVER WITHOUT THE EXPRESSED- WRITTEN CONSENT. CONTRACTORS SI-jaji = . VERIFY ALL DIMENSIONS AND SHALL NOT ' RELY ON SCALED DIMENSIONS. NOTIFY THL ENGINEER OF ANY DISCREPANCIES PRIOR TO'\ COMMENCING WORK. ; Revisions 'Date • .h f �• co IN %mN_ LQ LO O CID O ' M C) 2 \ A.. ; M d " SHEET NUMBER