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7615 SW 62 AVE ERPB-07-078-036 PROPERTY LINE 'I T.OjG -- ELEV-O'-O' T.OW.- ELE V.+5'-ON T '::':. .':.'.: .:':.'..'...:.'. ............................................ ......... TB-1 TB-1 ::':': '::::; ............ 8' CMU WALL MW-3 8' CMU WALL (SEE SGHED.) MW-4 (SEE SCHED.) .. .: TB-1 PARKING SLAB " (SEE CIVIL DWGS) 1 » 4 WF-39 FIN. 1ST FLOOR �9 GUTIERDEZ —�,�- -- m -BASEMENT _ SEE SCHEDUL 'r" ELEV. 6'-2�iz• I 4' - � ELEV. -4'-3�z' � E T.O�x- - -- -- 8c ® Z1�N r-m' WF-36A . • \ r TT-.O FOOTING SEE SCHEDULE ELEV-O'-O' ARCHITECTS LANDING ELEV. -5 -3�z T.O FO_OTING —.: .................................... ELEV. +4'-5�/Z' Tg_1 -� —r i `f' ELEV. -1'-m' - ^ -� -a- 2830 W. STATE ROAD 84 SUITEI 17 FT. LAUDERDALE, FL. 33312 PHONE: (954) 321 -3442 A -' FAX: (954) 321 -3864 "4 12' O.C. 8' .......... REVISIONS •4 � 16' O.G. SECTION TEMP. R)=1NF. �� W-W_- SECTION �-��'- c2 cl SCALE 1/2'•1'-0' 5-2.1 ..................................................................................... SCALE 1/2'=I'-m' 5-2.1 ' J J ,• GRADE EL E V.O'-0' _- -- - 12 WOOD RAFTERS SHOP DRAWINGS ON i 8' CMU WALL W/ - JOINT REINF. 6 16' O.C. VERT. TYP. - r....._................................................................._............... _................._............................................................................. MANUEL GUTIERREZ ❑ ..........- -- -----__....._..... . _ STATE OF FLA. REG. No. 8253 I , ---.....-_....-_....._.. BASEMENT ELEV. -4'-31/2N -- WF-36A F-2 BEAM F . TOP OF BEAM ;= ;•--'-'-- HURRICA ANCHOR T.O FOOTING ELEV. 16 -9i - - - -- - -- SEE SCHEDULE SEE SCHEDULE -- - - i •- -- - A35 SIMPSON -- ELEV. -5'-3�i ' �- TOP . l 13A z � � ELEV. 16 91iz 0 I _ HURRICANE ANCHOR 2x8 MIN. PT WOOD CARLOS LOZANO ❑ A35 SIMPSON PRE-ENGINEERED GLUE-LAM STRUCTURE FRAMING SECURED STATE OF FLA. REG. No. 0014722 _J t0 BEAM W/ 1/4'Ox 2-3/4' ~ (MANUF. TO PROVIDE SHOP ENGINEERED TAPGON a 8' O.G. MAX. - `� -a- —9` - 2x8 MIN. PT WOOD SHOP DRAWINGS) (RAFTERS AND ROOF AND TO ADJACENT FRAMING FRAMING SECURED DECKING) W/ ad NAILS m 4' O.G., TYP TO BEAM W/ 1/4',Px 2-3/4' TAPCON v 8" O.C. MAX. AND TO ADJACENT FRAMING B-4 W/ 8d NAILS a 4' O.C., TYP SECTION SCALE 1/2'=1'-0' I MW-1 PRECAST 8' CMU WALL W/ CONC. SILL i S'JOINT RVERT.A J TYP. HARDY PLANK CONC. SILL 1 FIN. IST FLOOR I� • 1"4 CONT. REINF., FIN. 1ST FLOOR i ELEV. 6'-2%z' r'; ' • . --- - M FIN. IS_T FLOOR TYP. ELEV. 6'-21iz' -- ELEV 6'-2��z� "4m12' OG -' 6 TREADS 11' EA. B-2 B-I —� 12 LANDING . - - - - ELEV. +4'_5Y lQu , G' �Q ° • I• TB-1 DROP PANEL 1—� Q W/03 6 12' O.G. E/W ............. r �ti ° LOCATION CONC. COLUMN CAP •rk ?� I W/ 3-012 E W. CO CeD I w L� is","","................. � r E_LEVf'-4 viz' 04 v 16' O.G. W ' TEMP. RE INF. I w U GRADE - - - - ON THICK I TB-1 O 21 o ELEV 0'-m' M RADES GRADE W �-� E; ELEV.O -0 Z d C'- ° 4 g 12 O.C.oc ELEv.m -m _..�_...___� , 8' CMU WALL MW-3 (SEE SCHED.) GRADE BEAM G5-1 SHEET TITLE "' I I 8' CM WALL W/ 6'JOINT O.C. WALL SECTIONS N TYP. (MW-3) 8' FOR PARKING SLAB SEE CIVIL DWGS. N BASEMENT Nak ELEV. -4'-3V2' BASEMENT BASEMENT j ELEV. -4'-3�i ' ------ -----1-------------------------------- ----- -------- ---------------- - ----------- - SCALE: I"= 1/2' z I ELEV. -4'-3/z i T.O FOOTING i+l F-2 To FOOTING ELEV. -5'-3%z' , " ELEV. -5 -3i SECTION o.. JOB B N _ SGALE 1/2'=1'-0' _j I I DATE: O to �_; _4.<�_ —� _9 _2 < n�' L2 �a— e_? —� o o Q_0_4 .?J e_P 4=— @_. !t_" .4_ ^ ! L2— Q_ Q_ �_ �_ _4_,=�-_2 �41 ' 9/12/08 J z F-2 F-3 SECTION g F-1 SHEET Q SEE SCHEDULE, TYP. SCALE 1/2'=1'-0' s-2.1 PERMIT ENGINEERING SERVICES, INC. SECTION ,q 601 PIKE ROAD, 3 SCALE 1/2'=1'-0' S-2.1 WEST PALM BEACH , FL 33411 2 ` 1 PH: (56 ) 689-338 0 CERT. NO. E5-00m(o989 ALBERT P. KWAN P.E. PE 55185 OF �6 U MARIANI