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00-1294-006 A B C D E F G H I J K L M N 0 ARCH ITECTURAL ' P A RT EIR, t 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 5 -- —5 EXISTING BUILT UP TAR & GRAVEL ROOFING OVER EXISTING 1x6 TONGUE j & GROOVE WOOD DECK ON EXISTING I RAFTERS EDGE OF EXISTING SLAB BELOW ALIGN FACE OF STUCCO WITH EDGE OF EXISTING SLAB BELOW EXISTING STEEL COLUMN PVC CORNER — - B ® HEAD & 3/4" EXTERIOR GRADE PLYWOOD SHEATHING ANCHORED ALONG BOTH SIDES WITH 8d COMMON NAILS 0 6" O.C. - TYPICAL FOR BOTH SIDES REFER TO PLAN \ '' `• ,� � � �� ;; , CONTINUOUS \ \ I t 3/16 SEALANT BEAD 0 JAMB & HEAD CHIP OUT EXISTING CONCRETE f AROUND EXISTING STEEL COLUMN TO FULLY EXPOSE _ 2x6 STUD AT EACH CORRODED AREA. USE �� 1 �. % SID OF WIREBRUSH TO REMOVE RUST. �,,�` CO UMN ANCHORED AFTER INSTALLING NEW PLATES VTO COLUMN WITH • - {..PAINT ENTIRE COLUMN WtTiH 1 ' COLD GALVANIZING COMPOUND FASTENERS ® 16" NEW INSULATION O.C. ALONG FULL ' j LENGTH OF COLUMN 7 EXISTING FAC I I WOOD BLOCKING EXISTING HURRICANE —' I I `\ - 1 7_ DOUBLE 2x6 STUDS `� '``` ,\. CUP —� I I STEEL PLATE 1/4"x3"x8" WELDED TO EACH FACE OF SLIDING DOOR UNIT - 5/8" ! j PAINTED STUCCO ON ? I I EXISTING TUBE COLUMN REFER TO DOOR PAINTED {�� I = GALVANIZED METAL LATH \\ ` EXISTING CONCRETE SLAB SCHEDULE DRYWALL ON 15 FELT PAPER DRYWALL & PLYWOOD I I CENTERED ON RUSTED AREA \ # FACING ON INSIDE & ��I -WRAP FELT AROUND OUTSIDE FACES ;+ EXISTING STEEL PLATE \ = SIDES OF COLUMN " " " � �:, 3 X 14 X 1/4 1 4" SHIM SPACE WELDED TO COLUMN & STAINED OAK +. / NEW 3" X 14" X 1/4" ANCHORED TI BEAM n n WITH 2 EXISTING LAG CASING \` �. HOLD STUCCO BACK STEEL PLATE WELDEDt SCREWS I I I MATCHING DOOR `:\' ' FROM FRAME TO ALLOW TO COLUMN - REMOVE \` FOR SEALANT 2 EXISTING LAG SCREWS II EXISTING STEEL COLUMN 'h' AND REPLACE WITH TWO EXISTING 4 X 8 WOOD = 5/8"0 THRU-BOLTS ? BEAM 8 — EXISTING CONCRETE — FOUNDATION j 3 22FEB01 BLDG DEPT REV EXISTING STEEL COLUMN k . 2 16FEB01 BLDG DEPT REVISIONS 7' NUMBER: DATE: ITEM: M REVISION 9A 1 , „ - '- CORNIER COLUMN BUILD-OUT SECTION AT COLUMN BUILD-OUT/2 1 0 3" = 1'-0" 3" = 1'-0n GARCIA RESIDENCE ALL STUDS ANCHORED TO TOP PLATE —9 RENOVATIONS W/ SIMPSON "STRONG TIE" H-4 GALV. METAL ANCHORS. INSTALL 2 0 EA. STUD EXISTING ROOF STRUCTURE EXISTING ROOF TRUSSES 0 5870 SW 85th STREET 24" O.C. MIAMI NEW R-30 FIBERGLASS SOUTH 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 1/4" VENEER DRYWALL 2 X 6 TOP P ATE ANCHOR D TO GARAGE 15# FELT PAPER -WRAP FELT EXIST ROOF STRUCTURE W/ 16D FLORIDA PVC CORNER AROUND SIDES OF COLUMN DOUBLE 2X8 HEADER 10— BEAD ® HEAD & 3/4" EXTERIOR GRADE PLYWOOD SHEATHING ANCHORED ALONG BOTH NAILS ® 8" O C. MAX' —10 EXISTING CONCRETE BEAM JAMB SIDES WITH 8d COMMON NAILS 0 6" O.C. - TYPICAL FOR BOTH SIDES TO BEAM NAILED TO „ ONE MEMBER OF DOUBLE STUD, 1X4 P.T. WOOD BUCK SET IN CAULK HEADER ANCHORED TO REFER TO PLAN y4 SET BETWEEN STUDS AS SHOWN BED & ANCHORED WITH 1/4",� 3" LONG EXISTING 4X8 WOOD BEAM CONTINUOUS " " " P.T. STUD HORED TO EXISTING ROOFING TO 'TAPCONS SET 6 FROM CORNERS & WITH 12 x12 x6 LONG, REMAIN SEALANT BEAD C' HOLD STUCCO BACK FROM 12" O.C. REMAINDER 1/4" THICK STEEL ANGLED EXISTING BLOCK WALL =•1 •' ••,,�� JAMB & HEAD . .. y. ° SEALANT • ° PLATE WITH FOUR 1/2"� ACTUATEDTF ENERS ( FRAME TO ALLOW FOR y THRU BOLTS AT EACH O R - REFER TO _ CAULK 62P8 SLIDING DOOR UN DN CQr� •• ,� DOOR SCHEDULE MEMBER / WINDOW UNIT - REFER " " DOUBLE EN STUD \ , ,� �' /� '\` TO WINDOW SCHEDULE SIMPSON STRONG-TIE #HH6 `s , INEW 5/8 PAINTED DRYWALL _=_ --� �,� ,' �� 2X6 STUDS 16" , ON 1x3 LEVELING STRIPS O.C. " 11 — 24" O.C. ON BOTTOM OF a 1 —11 -,� •.. EXISTING ROOF TRUSSES -- ! ! , " ° a ° PRJ. MNGR. DRAWING BY SCALE °� EXISTING FACIA & SOFFIT ! ` 1/4 SHIM SPACE OPENING FOR DOORS - REFER P.T. 2 X 6 BOTTOM MW CG•+ { i AS,SHOWN TO REMAIN TYPICAL THRU-OUT / 1, a TO DOOR SCHEDULE FOR SIZE PLATE ANCH ED TO RENOVATED GARAGE ;` ; DOUBLE 2x6 STUDS ATTACHED TO EXISTING CO CRETE SHEET TITLE o O �` - -- EXISTING WOOD BEAM ABOVE ° SLAB W/ 1 2 x 5 ' 0 1/2" EXPAN I N BOLTS: NEW 5/8" PAINTED DRYWALL \\ ,, WITH 'SIMPSON' TS12 TWIST • # KB1 12-512 DETAILS ON 1x2 P.T. FURRING - STRAPS - ONE AT EACH SIDE of ®L116" O.C. 3/4 EXTERIOR GRADE OF BEAM. ATTACH TO BOTTOM a , . ° STRIPS 0 24" O.C. & R-5 PLYWOOD SHEATHING PLATE AS PER DETAIL 12L FURRED-OUT STEEL COLUMN i INSULATION OVER EXISTING STAINED OAK CASING WALL FINISH - TYPICAL EXISTING STEEL COLUMN MATCHING DOOR CAULK ALL STUDS ANCHORED TO 0 OM PLATE THRU-OUT RENOVATED W/ SIMPSON STRONG TIE" H 4 GALV. GARAGE 2x6 STUD AT EACH SIDE OF STEEL 5/8" PAINTED DRYWALL EXISTING CONCRETE SLAB & METAL ANCHORS. INSTALL 1 EACH REMOVE BOTTOM OF 1- - - -� COLUMN ANCHORED TO COLUMN WITH STUD EXISTING BEAM AFTER NEW I POWDER-ACTUATED FASTENERS 0 16" PAINTED STUCCO SILL, HEAD & JAMBS FOUNDATION EXISTING WOOD BEAM 12— BLOCK WALL IS INSTALLED 1 I O.C. ALONG FULL LENGTH OF COLUMN ABOVE —12 AT EACH SIDE OF WINDOW I I „ TOO NEW PLAND& SCHEDULE REFER PAINTED STUCCO I ,• P SIMPSON RONG-TIE' #LTS12 TWIST I I A > STRAP ANCHORED TO OUTSIDE FACE OF SLAB WITH FOUR 1/4"02" TAPCONS' k AND ANCHORED TO SIDE OF STUD WITH ;r., 2 > ' SIX 10d NAILS - TYPICAL O EACH STUD :.,: s JOB NUMBER SHEET NUMBER 12" A W HEAD DETAIL TYPICAL COLUNINBUILD-OUT TYPICAL WINDOW HEAD AND ' JAMM', EXTERIOR WALL �F� A-4 1 1 1/2" = 1'-0" 12EY = 1'-0" 12H 6" = 1'-0" 12L3/4" = 1'-0" DATE 44 { BLISS"�N iTTZAY',i l 9NOV2000 4 OF 6 ', I I 51 S.W.-LeJEUNE :��AD A B C D E G H I J K L M N 0 MIAMI, FL 33134-1749