Loading...
01-0173-001 Renovation to: 2'-6" N.T.S. FROM EDGE OF EXISTING JOIST Malone Residence 7049 SW 66 Avenue 1366# South Miami,Florida 305 669 8118 TOP OF BEAM (VERIFY) 296# Edelgard Malone EXISTING 3X6 © l a 24" O.C. 1 FASTEN 2X4'S TO NOTE: EXISTING 3X6 JOIST ERECT TEMPORARY WITH 3 16D NAILS SUPPORT WALL PRIOR TO ANY DEMOLITION. REMOVE EXISTING WOOD FLOORING PRIOR TO ERECTION 2X4 ® 24" O/C - OF TEMPORARY WALL. ALIGN WITH JOISTS KEEP SUPPORT WALL STANDING UNTIL NEW TIE BEAM HAS 2 CONTINUOUS 2X4 COMPLETELY CURED, VERTICAL BRACING W/ AND JOISTS HAVE 2 16D NAILS EACH 2X4 I H BEEN STRAPPED TO TIE BEAM. LIVING HUGHES RT16112 STRAP UNDER 2X4 PLATE 4-10D NAILS EA SIDE. N25 ARCHITECTURE CO... ELEV. 0'-0" 6121 SW 46 Terrace GROUND LEVEL F.F. PROVIDE 4 # 5X24" Miami Florida 33155 DOWELS - EPDXY-GROUT 2 6" INTO EXISTING TIE BEAM — — — — — — Phone 305-666-5151 2X4 PLATE Fox 305-666-7581 F Florida License AAC 0003242 1/4" x 3" TAPCO 24" O.C. 37'-6" NEW 2'6" HOLLOW — CORE WOOD DOOR EXISTING 5" SLAB 12'-2" 9'-2" 9'-2" 7'-0" HATCHING DENOTES NEW WOOD NEW 8" NEW DOUBLE NEW WINDOW TO NEW PARTITION WITH 3 SHELF & ROD CONCRETE FRENCH DOORS MATCH EXISTING 5/8» METAL STUDS BLOCK WALL AND 5/8" DRYWALL ON CLOSE UP EXISITING d c °� TIE COLUMN FILLED CELL STARTER COLUMN EACH SIDE — — I OPENING WITH d _ _FILLED CELL _ '�' TIE COLUMN - \ �� MASTER i CONCRETE BLOCK TEMPORARY WALL SECTION FILLED CELL — REFER TO NOTES BEDROOM Q 0 8„ 1 6,, 32„SCALE: 3/4" = V-0" • NEW WATER CLOSET Stan Weeks Associates, Inc R M�CH LL INDIST T NE DO CLE NEW 4'-0" X 4'-0" 6230 SW 82 Avenue GLASS ENCLOSED FILLED CELL HA IN G EN ES DOISTS I SHOWER Miami) Florida 3 3143 LA NI x CO ET NING FLUSH/ NEW VANITY WITH NEW WINDOW TO Stan Weeks, RE / LAVATORY MATCH EXISTING 1> 2 OMIT NEW WINDOW 1 10 LID WI CID ES ON IST F IL I NEW HOLLOW CORE `V S EXISITNG DOUBLE DOOR FILLED CELL -- - FILLED CELL - FL TO CONCRET REFER TO NOTES z ; o \ I Key Plan ky — - EXISTING BUILT-UP STARTER COLUMN I �, SE P ISITING — — — N REFER TO ROOF TO REMAIN OP NG H NOTES CR E LOCK — EXISTING 4 X 6 WOOD ` ` — JOISTS 24" O.C. 000 a VL PROVIDE 4 E 5X24" OO O WOOD ROD I DOWELS - EPDXY-GROUT HUGHES DTC STRAP W/ 2 6" INTO EXISTING TIE BEAM \ SHELF 5-10D NAILS IN STRAP AND 4-10D NAILS IN SEAT, "' NEW KITCHEN j 1707# DADE #98-0717.03 DINING CABINETS 0 (FLATTEN FLANGE OPPOSITE ( NEW DRYWALL BEDROOM 2 \ I STRAP TO FIT 4 X 6 ) PARTITION Sheet Title: ELEV. +6'-11" 286# I 3 KITCHEN BREAKFAST TOP OF BEAM (VERIFY) PROVIDE 1 HR FIRE RATED ARCHITECTURAL PLAN U" DOOR. 3'-0" X 6'-8". -::------m--r:,:-w: NEW DRYWALL PROVIDE R-7 INSUALTION NEW 8"X12" TIE BEAM W/ GARAGE ^ PARTITION IN NEW WALLS 4 # 5 CONT. #3 TIES, 4® ._. ... ',.,., 12" O.C. FROM EACH NOTE: PROVIDE 1 HR RATED PARTITION CORNER, BAL. ® 48" O.C., PROVIDE 1 HR FIRE RATED AS INDICATED. 3 5/8" METAL 2 #5 X 30 X30" CORNER CEILING IN GARAGE AREA: 5/8" STUDS 24" O.C. WITH 5/8" BARS AT CORNER TYPE IXI DRYWALL. TYPE 'X' DRYWALL ON EACH ALL OTHER CEILINGS IN HOUSE SIDE UP TO CEILING. I Issue Date: Project No. NEW 8" CONCRETE BLOCK TO BE 1/2" DRYWALL WITH WALL R-30 BATT INSULATION. 9 GA. GALV. WALL FEBRUARY 14, 2001 REINFORCING ® 16" O.C., » 4-g LADDER TYPE REV 2 MARCH 26, 2001 BLDG. DEPT. COMMENTS NEW STUCCO FINISH TO I NEW 2'0" X 6'-8" BIFOLD REV 3 MAY 1, 2001 CEILING AND GARAGE PARTITION MATCH EXISTING LIVING DOOR IN NEW PARTITION #5 IN CONCRETE FILLED EXISTIN WATER HEATER LIVING DEN BEDROOM 3 BLOCK CELLS (AT WINDOWS AND DOOR) \/ REMOVE AND REPALCE 3'-6" Y EXISTING SLAB AS TILE FINISH REQUIRED FOR NEW j FOOTING I ELEV. 0'-0" Fi GROUND LEVEL F.F. a Drawing No.: AlmOl d O I SAW CUT EXISTING SLAB TO NEW CONCRETE SLAB C-4 RECEIVE NEW FOOTING O O O O O ON EXISTING SLAB #5 DOWELS Professional of Record: Norman Blandon NEW FOOTING - 10'X16' w/ Disciplin AY> 'f�Ct re d 1 o ao 2 # 5 CONT. _ - - CJIt~ 6TU .• 0"" -Q016380 WA S EC I 0 N - ARCH TECTU R P AID r , y �. ; - -__ „ -. - - CALE: -�/4„ = 1 ,_0„ ,SCALE-- _1 /4„ = 1 ,_0,, ,0 ; ti, 0 6 3 0 8 16" �- 32 _ - --- : 0 2 4 8 _ i Malone/A101 - --- ----- - - --—-- --—---_-- - ----