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00-1294-008 A B C D E F G H I J K L M N 0 I I I I I I I I I I I I I I I ) ) ) ) ) ) ) ) ) ) ) ) w A ) ) ) ,q ''� ,..xtS��,"t, �" '�r+..3.s„c.�:.° w-9a xE�` .•��iaaa:.w ` v�,s,.d.'�: 116 ALHAMBRA CIRCLE, SUITE J CORAL GABLES, FLORIDA 33134 E-mail : bap @bapdesign.com 2 — —2 Florida Corp AA0002364 PH 305.444.7100 FX 305.444.9803 Copyright©2000 By:Beame Architectural Partnership,P.A. 3 — —3 4 — —4 5 — —5 EXISTING BUILT UP TAR & GRAVEL ROOFING OVER EXISTING 1x6 TONGUE & GROOVE WOOD DECK ON EXISTING i I RAFTERS EDGE OF EXISTING SLAB BELOW ALIGN FACE OF STUCCO WITH EDGE OF EXISTING SLAB BELOW EXISTING STEEL COLUMN PVC CORNER I BEAD ® HEAD & JAMB 3/4' EXTERIOR GRADE PLYWOOD SHEATHING ANCHORED ALONG BOTH { 2 I SIDES WITH 8d COMMON NAILS ® 6" O.C. - TYPICAL FOR BOTH SIDES CONTINUOUS REFER TO PLAN 3/16 SEALANT BEAD 0 _ _ JAMB & HEAD 8 CHIP OUT EXISTING CONCRETE r ilt o "i —6 AROUND EXISTING STEEL I COLUMN TO FULLY EXPOSE ; _ -- ,L 2x6 STUD AT EACH CORRODED AREA. USE iti SIDE OF STEEL \` COLUMN ANCHORED i WIREBRUSH TO REMOVE RUST. __ ! {,: I I AFTER INSTALLING NEW PLATES, _ r TO COLUMN TW PAINT ENTIRE COLUMN WITH — - -- ---- --- — POWDER—A U C D ' COLD GALVANIZING COMPOUND ;�, /` , FASTENERS ® 16" NEW INSULATION �C ! 11 ; I 1 I O.C. ALONG FULL LENGTH OF COLUMN i EXISTING FAC 111 WOOD BLOCKING EXISTING HURRICANE DOUBLE 2x6 STUDS �It ` �' }: CLIP 7 I STEEL PLATE 1/4"x3%8" " —7 5 $ r �� " PAINTED STUCCO ON SLIDING DOOR UNIT - \ + I WELDED TO EACH FACE OF / 1;( (( I _% ! �N; _ { EXISTING TUBE COLUMN f 7y� REFER TO DOOR PAINTED I: Y GALVANIZED .METAL LATH \ EXISTING CONCRETE SLAB ( SCHEDULE DRYWALL I DRYWALL & PLYWOODa \ . CENTERED ON RUSTED AREA ON 15 FELT PAPER C � ' y -WRAP FELT AROUND FACING OF INSIDE & �. OUTSIDE FACES d EXISTING STEEL PLATE SIDES OF COLUMN X 3" 14» X 1/4"y` 1/4" SHIM SPACE » WELDED TO TO BEAM & I.� y n 1-1 STAINED OAK I, \ NEW 3 X 14 X 1/4 {1�. - - - CASING `,`, \ HOLD STUCCO BACK STEEL PLATE WELDED WITH 2 EXISTING LAG MATCHING DOOR ' TO COLUMN - REMOVE }; t, ; SCREWS A � FROM FRAME TO ALLOW \1 FOR SEALANT AND EXISTING REPLACE WITH TWO r EXISTING 4 X 8 WOOD EXISTING STEEL COLUMN �� ' �� 5/8 ,rs THRU-BOLTS ' �;k2 BEAM EXISTING CONCRETE 8 FOUNDATION c_ 4 EXISTING STEEL COLUMN itfF 2 16FEB01 BLDG DEPT REVISIONS NUMBER: DATE: ITEM: REVISION 9A STEEL COLUMN PAID _ _ 1 1 2" = 1 '-0" CORNER COLUMN UIL® OUT SECTION AT COLIJ N UILD OUT 199 3 = 1'-0 3" = 1'-0" GARCIA RESIDENCE RENOVATIONS EXISTING ROOF STRUCTURE I EXISTING ROOF TRUSSES ® 2 I 5870 SW 85th STREET 24" O.C. NEW R-30 FIBERGLASS SOUTH MIAMI BATT INSULATION - TYPICAL EDGE OF EXISTING SLAB BELOW ALIGN FACE OF STUCCO WITH EDGE OF EXISTING SLAB BELOW PAINTED STUCCO ON THRU-OUT RENOVATED GALVANIZED METAL LATH ON GARAGE 15# FELT PAPER -WRAP FELT 1/4' VENEER DRYWALL 2 X 6 TOP PLATE ANCHORED TO F PVC CORNER EXIST ROOF STRUCTURE W/ 6D 1 O— AROUND SIDES OF COLUMN BEAD 0 HEAD & 3/4" EXTERIOR GRADE PLYWOOD SHEATHING ANCHORED ALONG BOTH _ DOUBLE 2X8 HEADER NAILS ® 8" 0 C. MAX. —10 EXISTING CONCRETE BEAM JAMB » STRAP TO BEAM NAILED TO SIDES WITH Sd COMMON NAILS 0 6 O.C. - TYPICAL FOR BOTH SIDES ONE MEMBER OF DOUBLE STUD, Y4" SET BETWEEN STUDS AS SHOWN 1X4 P.T. WOOD BUCK SET IN CAULK EXISTING ROOFING TO CONTINUOUS ! REFER TO PLAN BED & ANCHORED WITH 1 4 0 3 LONG HEADER ANCHORED TO I I / EXISTING 4X8 WOOD BEAM 'TAPCONS' SET 6" FROM CORNERS & " » P.T. STUD HORED TO REMAIN SEALANT BEAD ® HOLD STUCCO BACK FROM » WITH 12 x12 x6 LONG, EXISTING BL K WALL JAMB & HEAD R 12 O.C. REMAINDER 1/4" THICK STEEL ANGLED FRAME TO ALLOW FOR SEALANT W/ 3 HILT( WDER PLATE WITH FOUR ACTUATED F ENERS , 1 SLIDING DOOR UNIT - REFER TO o CAULK THRU BOLTS AT EACH DN 62P8 # I DOOR SCHEDULE MEMBER . - - - % WINDOW UNIT - REFER �. DOUBLE EN D 1 _ TO WINDOW SCHEDULE - » O O ,, �-- �� •� � � ,� 1 r � j ', � �j=- r;;; . . `� r' SIMPSON STRONG-TIE #HH6 p r I NEW 5/8" PAINTED DRYWALL ~�'�- `. '`' '' ` ` % = -= __- — � =� - ___ __... _\ \.. 1 \r Sri ) / � I �`C o� �` �a` / �— :J ON 1x3 LEVELING STRIPS `,. ;i i ;' ;' 4. _ 16" `F k STUDS 1 i' ` ! i1 :` i \,\ t* J t —1 1 PRJ. MNGR. DRAWING BY f SCALE 11 — 24 O.C. ON BOTTOM OF � � I i � � I --- EXISTING FACIA & SOFFIT EXISTING ROOF TRUSSES — % I ' » �, -- i \ \ / 1/4 SHIM SPACE OPENING FOR DOORS — REFER P.T. 2 X 6 TTOM TO REMAIN �', TYPICAL THRU—OUT j / ,, �, n 1 MW G AS--SHOWN RENOVATED GARAGE !/ 1 \ ' TO DOOR SCHEDULE FOR SIZE PLATE ANCH ED TO SHEET TITLE DOUBLE 2x6 STUDS ATTACHED TO y EXISTING CO RETE EXISTING WOOD BEAM ABOVE SLAB W/ 1 2 0 X 5 O O » �\ ----- _---- - - ------ -- - ..__ __.:- _-.___ -_-- WITH TS12 TWIST � 1/2" EXPAN I N BOLTS: NEW 5/8 PAINTED DRYWALL �\ STRAPS - ONE AT EACH SIDE _ HILTI # KB1 12-512 D E T �J� `I L ON 1x2 P.T. FURRING L- 3/4" EXTERIOR GRADE OF BEAM. ATTACH TO BOTTOM C 16 O.C. M k 11 STRIPS ® 24" O.C. & R-5 PLYWOOD SHEATHING PLATE AS PER DETAIL 12L i INSULATION OVER EXISTING FURRED-OUT STEEL COLUMN STAINED OAK WALL FINISH - TYPICAL EXISTING STEEL COLUMN MATCHING OOCR LNG CAULK ALL STUDS CHORED TO & THRU-OUT RENOVATED BOTTOM PLA E W/ SIMPSO "STRONG GARAGE 2x6 STUD AT EACH SIDE OF STEEL 5/8" PAINTED DRYWALL TIE' H-4 G . METAL ANC RS. REMOVE BOTTOM OF I- - - COLUMN ANCHORED TO COLUMN WITH PAINTED STUCCO SILL. HEAD & JAMBS EXISTING CONCRETE SLAB & INSTALL 2 END OF RY STUD EXISTING BEAM AFTER NEW POWDER-ACTUATED FASTENERS 0 16" FOUNDATION 12— EXISTING WOOD BEAM BLOCK WALL IS INSTALLED I O.C. ALONG FULL LENGTH OF COLUMN ABOVE —12 AT EACH SIDE OF WINDOW NEW WINDOW UNIT — REFER ! PAINTED STUCCO ' TO PLAN & SCHEDULE - JOB NUM SHEET UMBER WINDOW H AD DETAIL TYPICAL IL®— T z o �CAL U OU TYPICAL WINDOW HEAD AND JAM EXTERIOR WALL F AMI IO � : �:a-�� : �. 01001 �. IZA1 1 2" = 1'—O" 3" = 1'-0" f 6" = 1'—O" 3/4" = 1'—O" LIS & Y1 c`} 90 0 F 0 4 0 6 I I I I I 51 S.W. Le J UN&ROAD A B C D E F G H I J K L M N 0 MIAMI, FL 33134-1749 '