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13-872-010KEY NOTES REBAR A RI 3 O.C. 3 SIR MINIMUM OF 48 B DIAMETERS. FILL CELLSW /3 000 PSIPEAR CK CONCRETE HAVING A MINIMUM SLUMP OF 9 ". POUR MASONRY CELLS PRIOR TO POURING TIE - BEAMS. SAID TIE -DOWNS SHALL BE PROVIDED AT ALL CORNERS AND TO EITHER SIDE OF A DOOR OR WINDOW OPENING (TYP.) FOR OPENINGS LARGER THAN 4' -0 ", PLACE 2 #6 EACH SIDE OR AS SHOWN ON PLANS. F8" CMU BLOCK W/ 9 GA. GALVANIZED LADDER -TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE. 4" CONCRETE SLAB ON GRADE W/ WWF 6 "x6" W1.4xW1.4 OVER 9 MIL VAPOR BARRIER, ON 6" MIN, OF COMPACTED GRANULAR SOIL BASE. FINISH TO BE SELECTED BY OWNER. 3A FLAT PRE -FAB WOOD TRUSSES AT 24" O.C. (MAX.) SMOOTH 5/8" STUCCO FINISH ON CONCRETE / CMU. PAINT FINISH SATIN AND COLOR BENJAMIN MOORE ALBESCENT OC -40. F ALUMINUM STANDING SEAM ROOF SYSTEM SS 675 FOR ALEICOR METAL PRODUCTS (DOVE GRAY COLOR) OR APPROVED EQUIVALENT ON ONE LAYER OF 90# MINERAL SURFACED PAPER HOT MOPPED TO ONE LAYER OF 30# ASPHALT FELT PAPER TIN TAGGED TO 5/8" CDX EXTERIOR PLYWOOD SHEATHING (STAGGERED). NAILING PATTERN FOR ROOF SHEATHING SHALL BE 10d NAILS @ 4" O.C. AT SUPPORTED EDGES & AT INTERMEDIATE SUPPORTS. PROVIDE MIAMI -DADE COUNTY PRODUCT APPROVAL. EHARDIE PLANK SIDING OVER CONC. /CMU WALL OR 4" WIDE CONTINUOUS STUCCO BANDING PAINTED WITH BENJAMIN MOORE ALBESCENT OC -40. F4" WIDE SMOOTH STUCCO BANDING AT SELECTED WINDOWS, DOORS, AND OPENINGS TYP. (BENJAMIN MOORE SUPER WHITE INT -RM). FS BRICK VENEER BASE WALL OR CHIMNEY STONE - "BROLIO" ROMA' BRICK BY EL DORADO STONE. 12" RAISED STUCCO BAND, PAINT FINISH TO BE SELECTED BY OWNER r • PREFABRICATED WOOD TRUSSES ® 24" O.C. SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR APPROVAL (SEE STRUCTURAL DRAWINGS) MATCH EXIST.) .0. FINISH FLOOR +0' -0" R -30 INSULATION (TYP.) 1/2" GYPSUM WALLBOARD CEILING ON METAL FURRING STRIPS ® 16" O.C. ATTACHED TO METAL CHANNEL AT PERIMETER WALL AND UNDERSIDE OF STRUCTURE (TYP.) PAINTED 1/2" GYPSUM WALLBOARD ON 1x2" METAL FURRING STRIPS 0 16" O.C. ON C.M.U. W/ INSULATION (MN. R =4.1) BETWEEN FURRING STRIPS, PAINT FINISH SELECTED BY OWNER - 1 "x4" CONT. P.T. FIRE STOP TOP, BOTTOM & MIDDLE (PER 8' -0" MAX. SEPARATION PER FBCR 2010 SEC. 4409.7.2) 3/4" CDX PLYWOOD SHEATHING AND FINISH WOOD FLOOR TO MATCH EXISTING FLOOR JOIST, SEE STRUCT. DWGS. EXISTING 3/4" CDX PLYWOOD SHEATHING, FINISH WOOD FLOOR TO BE REMOVED AND STORE DURING CONSTRUCTION. TO BE REINSTALLED, COORDINATE WITH OWNER --7 EXIST. CRAWL SPACE EXISTING WOOD FLOOR SYSTEM TO REMAIN — EXISTING CMU STEM WALL TO REMAAN EXISTING WALL FOOTING TO REMAIN 1 WALL SECTION A-9 J SCALE: 3/4" = 1' -0" 12 3.5 36" HIGH MTL RAILING W/ 3/4 "x3/4" MTL PICKETS TO REJECT 4" DIA. OBJECT, CLEARANCE BETWEEN FLOOR SURFACE & BOTTOM RAIL TO BE LESS THAN 2 ", W/ 1 1/2 "x2" MTL HANDRAIL AT TOP TYP. DESIGN AS SELECTED BY OWNER SUBMIT SHOP DRAWINGS (PER FBCR 2010, SEC. 31,6.6.) - FINISH WOOD FLOOR TO MATCH EXISTING 3/4" CDX PLYWOOD SHEATHING - - - - - - FLAT PREFAB WOOD TRUSSES @ 24" O.C. GROUND SURFACE TO BE COVERED BY CLASS I VAPOR RETARDER MATERIAL WELL COMPACTED FILL - VAPOR BARRIER WALL FOOTING SEE STRUCTURAL DWGS TRUSS CONNECTOR (SEE STRUCTURAL DRAWINGS) A CONC. BEAM (SEE STRUCT. DWG'S) 7 7 8 "x8" CONC. SILL, SEE STRUCT. DWGS. 0 f GROUND SURFACE TO BE COVERED BY CLASS I VAPOR RETARDER MATERIAL �-- WELL COMPACTED FILL VAPOR BARRIER WALL FOOTING SEE STRUCTURAL DWGS 4R06�"EA. CONC. STEPS 2' -g" � 1 3 TREADS 0 11" EACH Big1 ©' IN VAPOR BARRIER WELL COMPACTED FILL 3 GARAGE STAIR SECTION A-9 SCALE: 3/4" = 1' -0" (MATCH EXIST.) T.O. FINISH FLOOR _ +0' -0" L`Sl s s cV cV V) w jh w a= H.P. OF GARAGE SLAB 11 411V -2f -2" T.O. TIE BEAM PRIMED AND PAINTED +12' -0" GALVANIZED METAL DRIP EDGE PAINTED 1"x2" P.T. NAILER PAINTED 2 "x8" P.T. WOOD FASCIA P.T, WD OUTRIGGER C FINISH WOOD FLOOR TO MATCH EXISTING 3/4" CDX PLYWOOD SHEATHING FLAT PREFAB WOOD TRUSSES j ® 24" GROUND SURFACE TO BE COVERED BY CLASS I VAPOR RETARDER MATERIAL WELL COMPACTED FILL VAPOR BARRIER WALL FOOTING SEE STRUCTURAL. DWGS PREFABRICATED WOOD TRUSSES 0 24" O.C. SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR APPROVAL (SEE M'P1......MAI 8 "x8" CONC. CAP SEE STRUCTURAL DWGS. (MATCH EXIST.) T.O. FINISH FLOOR +0' -0" 72" EXPANSION JOINT H.P. OF ■ 4 4981 SW 74 -C- - } Miami, FL 33155 786.615.2443 786.615.2945 F-a-A W cbravo @urvarnx.com AA26002656 IB2666i472 Carlos J. Bravo, R.A. AR17584 THE DESIGNS AND DRAWINGS PRESEI°{T HEREIN ARE THE SOLE PROPERTY OF URVANx.INC. AND MAY NOT BE COPIED OR DUPLICATED WITHOUT SPECIFIC1iR3TfEN PERMISSION OF X.4 SEAL IN 61f PROFESSIONAL JUDGEMENT AND TD THE BEST OF KNOWLEDGE AND BELJEF. THE PLANS AND SPECIFICATIONS CONTAINED HEREIN COMPLY WITH ALL APPLICABLE BUILDING CODES. Consultant: 971MIM&M REVISIONS I I Nol DATE I DESCRIPTION SECTIONS DATE 04 .20 . DRAWN BY B.P. REVIEWED BY C.J.B. 13622 � PRO Addition /Renovation PRIMED AND PAINTED for GALVANIZED METAL DRIP EDGE Salcines / Gonzalez "x2" Residence PAINTED 1 P.T. NAILER 7800 SW 58 Ct. PAINTED 2 "x8" P.T. South Miami, FL 33143 WOOD FASCIA P.T. WD OUTRIGGER Owner: Jacqueline A. Salcines & Rodolfo R. Gonzalez 4x6 P.T. WD BEAM 7800 SW 58 Ct. South Miami, FL 33143 (305) 669 -5236 971MIM&M REVISIONS I I Nol DATE I DESCRIPTION SECTIONS DATE 04 .20 . DRAWN BY B.P. REVIEWED BY C.J.B. 13622 � PRO