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01-0274-003 , 36'-0" N — METAL FLASHING(MECH.ATTACHED Q 4 x 6 WOOD JOIST @ 2'-0" - __ TO EXTG. STRUCTURE). OVERLAP 4"MIN. 2x WOOD FASCIA_ - - ON HORIZONTAL PLANE OF ROOF.(SEAL 35'-0" 2'-0" 10'-0" 12'-0" 10'-0" ;___ - BETWEEN FLASHING AND EXTG. 4x8 WOOD BEAM STRUCTURE) 9'-4" V-0" 111-01. -0" "11 1' 9'-4" 1'-8 N \ EO 6x6 WOOD POST. _ ❑ %2" C.J. ❑ �' TYP. O c7 Z I 4"CONCRETE SLAB W/WWF 6x6xW2.9 �,P z X a m =z O xW2.9 ON 6 mil.VAPOR BARRIER ON ?U) W I COMPACTED SOIL(95% PROCTOR I Z g I LL O w W O TEST). SLAB TO BE PIGMENTED BY G.C. p U) w O O ? I I COLOR TO BE SELECTED BY OWNER. I I O cj z I I 4"h P.T.CANT ATTACHED - w Q! z a = TO T&G SHTG. (BUILT-UP - - --. --- ------- ----- - ------- ------- -- Ow z � © 1'-0" m O 0U 9 ROOF ENDS AT TOP OF a r U z I QX _ 0 ° m)w 2: A-2 _ -w a CANT). ° a I 1 _ �m O U w 3x8 HEADER SECURED TO -� o' I g O I I L_T a Z EXISTING TIE BEAM WITH 1/2d I I o W O W — I LAG BOLTS @ 4'O.C. MAX. o Qa I I I o Z o O o ; V-0° JE TG. LAN DING "E.J ARO ND EX TING 4x8 WOOD BEAM SIMPSON STRONG TIE I� a = — — 2 �STAI S.TYP. No. HU46.TYP @ EA. I I F_ — IND STAI KS- . — BEAM w LINE OF EXISTING I I I CV 6" FOUNDATION J I Q x T-2"V.O.J. 1 4 I w I 1'-6" 10'-0" 10'-0" 2'-0" 10'-0" 1'-6" I I > V-6" 10'-0" 10'-0" 12'-0" 1'-6" I O 30"x30"ACCESS PANEL TO CRAWL L� m a SHADED AREA INDICATES EXTG.STAIR SPACE. PANEL RESTS ON A 1 %2"d x 2"w UNDER NEW CONCRETE SLAB.CHIP LIP PANEL PROVIDED BY OWNER, I I ti ( EXISTING CONCRETE SURFACE TO A EXISTING BUILDING i INSTALLED BY G.C.) ROUGH CONDITION BEFORE POURING I I ~_ NEW CONCRETE ON TOP. 1 1 1 z a- NEW CONCRETE SLAB. 1 I I 1 1 Z RE: OUNDATION PLAN. DEMOLITION NOTE: I I � a (HIGH POINT OF NEW SLAB DEMOLISH TWO EXTG. CONC. PADS I I I 0 m TO MATCH ELEVATION OF (3'x3'x4"t. EA.APPROX.)ON THE SIDES ❑ EXISTING 2nd STAIR.) ) OF EXISTING STAIRS AND COMPACT I I w w 1 SOIL TO RECEIVE NEW CONC. SLAB_ 1 1 1 I I w o C=7 U _ { II 1 II 11 z EXISTING BUILDING — ——— EXISTING BUILDING — WX o \w o I I 1 1 I I 1 1 1 1 1 a - 1 a a o 1 11 II 11 M II 11 II it I � I � i 1 . FOUNDATION PLAN I 2. FRAMING PLAN ' ' 3. WALL SECTION 2#5 RE. BARS SCALE _ %4" = 1'-0" — — SCALE _ %4" = 1'-0" — — SCALE = 3/4" = V-0" _—_ — — — — — (RE: 1: A-2 FOR ADDITIONAL INFORMATION) i LOT No. 7 AND PARTIAL LOT No. 6 EXISTING BUILDING (beyond) 1 SPLICE BEAM AT COLUMN CENTER LINE.TYP. 0 0 o 0 0 0 o 0 SHAD D AREA = NEW PORCH . m � O 0 17'- 0" v.o.j- o REV. N .: DATE: ~ N O w o Z o 1 MAY 14, 2001 a0 a, 20'-4.. co w 63rd Court JOSE "PEPE" OLE ARCHITECT �'�',,, , AS, AIA 4" Z) 7040 SW 63rd Ct. COVER TO CRAWL SPACE ar # 0016814 ACCESS. PROVIDED BY ph: 305-668-2392 ` �' �I�, � • � � OWNER, INSTALLED BY G.C. - r � V.O.J. EXACT LOCATION i u. f' PORCH ADDITION f ° ' ` " • `� ' �� �s � r 4. WEST ELEVATION 5. SITE PLAN N MEYER MARZOUKA RESIDENCE ��is••�,�• 5 7040 S.W. 63rd Court Ste'` SCALE _ %4" = 1'-0" SCALE = 1" = 60'-0" Miami, Florida 33143 SHEET (RE: GENERAL NOTE No. 4) A-1 As fof 2