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13-872-006w 0 c� r 0 I -H i 0 N - M �' LCf:L»ia • • �� PRINT NUM • i a♦ � I cV DV I +49.40 PSF 12 -53.59 PSF 3.5 F51 +49.40 PSF L5 -53.59 PSF- 11:9 ©3 N1 !1� L LE. ' 1— — 1 111111 H111 US x 10' -0" L 1 12 WIN 0 �L 12 3.5 +49.40 PSF -53.59 PSF 12 6 - 66.455 PSF —4 "x4" WHITE VERTICAL TRIM, TYP, AT CORNERS WITH WALL SIDING +48.49 PSF -64.32 PSF 6' -0" HIGH CONC, BLJH L +49.40 PSF t- +49.40 PSF 7 POSTS (PAINTED TO M -66.15 PSF -53.59 PSF 8 "x8" WHITE FIBERGLASS 36" HIGH META 8 g 7 6' -0" HIGH CONC, BLK HOUSE COLOR) W /BRI DECORATIVE COLUMNS RAILING, SUBMIT POSTS (PAINTED TO MATCH VENEER BANDS, SEE 1 FRONT (EAST) ELEVATION +47.18 PSF +46.59 PSF OVER STRUCT. STL SHOP DWGS. +47.18 PSF +48.49 PSF HOUSE COLOR) W /BRICK A -5 -51.36 PSF -50.78 PSF COLUMNS 3 "x3" TYP. OF 4 -51.36 PSF -52.68 PSF VENEER BANDS, SEE DETAIL - 6'-0" HIGH SELF- CLO SCALE: 1/4" = 1'-0° 6' -0" HIGH SELF - CLOSING & SELF - LATCHING P.T. W SELF- LATCHING P.T. WOOD GATE (PAINTED WHITE) GATE (PAINTED WHITE) KEY NOTES E #5 VERTICAL IN CONCRETE FILLED MASONRY CELL 0 32" O.C. (3 BARS AT ALL CORNERS) & LAP REBAR A MINIMUM OF 48 BAR DIAMETERS. FILL CELLS W/ 3,000 PSI PEAROCK 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. E8" CMU BLOCK W/ 9 GA. GALVANIZED LADDER -TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE. E4" 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. 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 6/8" CDX EXTERIOR PLYWOOD SHEATHING (STAGGERED). NAILING PATTERN FOR ROOF SHEATHING SHALL BE 10d NAILS @ 4" O.C. AT SUPPORTED EDGES & Al INTERMEDIATE SUPPORTS. PRO \nrtr l6Al /i nAnr \rry nrtnrtllAT Annr^%iAi ®HARDIE PLANK SIDING OVER CONC. /CMU WA PAINTED WITH BENJAMIN MOORE ALBESCENT 4" WIDE SMOOTH STUCCO BANDING AT SELE (BENJAMIN MOORE SUPER WHITE INT -RM). BRICK VENEER BASE WALL OR CHIMNEY STO E 12" RAISED STUCCO BAND, PAINT FINISH TO z 0 I cV r _ T.O. EXIST. /NEW S1 LAB +0' -0" DECORATIVE COLUMNS 2 REAR (WEST) ELEVATION OVER STRUCT. STL �,A -5 SCALE: 1/4" = 1' -0" COLUMNS 3 "x3" TYP. of 2 4981 SW 74 Court" Miami, FL 33155 786.615.?c,431 786.615.2945 fax- cbravo@urvanx.com AA26002656 ..... ry g 162e(?O 1472 Carlos J. Bravo, R.A. AR17584 THE DESIGNS AND DRAWINGS PRESET' HEREIN ARE THE SOLE PROPERTY OF URV" INC. AND MAY NOT BE COPIED OR DUPLICATED *111 -TOUT SPECIFIC WRITTEN PERMISSION OF URVANX. INC. k� x ` IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF MY KNOWLEDGE AND BELIEF. THE PLANS AND SPECIFICATIONS CONTAINED HEREIN COMPLY WITH ALL APPLICABLE BUILDING CODES. Consultant: Addition /Renovation for Salcines / Gonzalez Residence 7800 SW 58 Ct. South Miami, FL 33143 Owner: Jacqueline A. Salcines & Rodolfo R. Gonzalez 7800 SW 58 Ct. South Miami, FL 33143 (305) 669 -5236 Permit Set REVISIONS No I DATE I DESCRIPTION EXTERIOR ELEVATIONS DATE 4EI DRAWN B • REVIEWED BY C.J.B. A -5 SHEET [File x 10' -0" L 1 12 WIN 0 �L 12 3.5 +49.40 PSF -53.59 PSF 12 6 - 66.455 PSF —4 "x4" WHITE VERTICAL TRIM, TYP, AT CORNERS WITH WALL SIDING +48.49 PSF -64.32 PSF 6' -0" HIGH CONC, BLJH L +49.40 PSF t- +49.40 PSF 7 POSTS (PAINTED TO M -66.15 PSF -53.59 PSF 8 "x8" WHITE FIBERGLASS 36" HIGH META 8 g 7 6' -0" HIGH CONC, BLK HOUSE COLOR) W /BRI DECORATIVE COLUMNS RAILING, SUBMIT POSTS (PAINTED TO MATCH VENEER BANDS, SEE 1 FRONT (EAST) ELEVATION +47.18 PSF +46.59 PSF OVER STRUCT. STL SHOP DWGS. +47.18 PSF +48.49 PSF HOUSE COLOR) W /BRICK A -5 -51.36 PSF -50.78 PSF COLUMNS 3 "x3" TYP. OF 4 -51.36 PSF -52.68 PSF VENEER BANDS, SEE DETAIL - 6'-0" HIGH SELF- CLO SCALE: 1/4" = 1'-0° 6' -0" HIGH SELF - CLOSING & SELF - LATCHING P.T. W SELF- LATCHING P.T. WOOD GATE (PAINTED WHITE) GATE (PAINTED WHITE) KEY NOTES E #5 VERTICAL IN CONCRETE FILLED MASONRY CELL 0 32" O.C. (3 BARS AT ALL CORNERS) & LAP REBAR A MINIMUM OF 48 BAR DIAMETERS. FILL CELLS W/ 3,000 PSI PEAROCK 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. E8" CMU BLOCK W/ 9 GA. GALVANIZED LADDER -TYPE HORIZONTAL REINFORCEMENT EVERY OTHER COURSE. E4" 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. 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 6/8" CDX EXTERIOR PLYWOOD SHEATHING (STAGGERED). NAILING PATTERN FOR ROOF SHEATHING SHALL BE 10d NAILS @ 4" O.C. AT SUPPORTED EDGES & Al INTERMEDIATE SUPPORTS. PRO \nrtr l6Al /i nAnr \rry nrtnrtllAT Annr^%iAi ®HARDIE PLANK SIDING OVER CONC. /CMU WA PAINTED WITH BENJAMIN MOORE ALBESCENT 4" WIDE SMOOTH STUCCO BANDING AT SELE (BENJAMIN MOORE SUPER WHITE INT -RM). BRICK VENEER BASE WALL OR CHIMNEY STO E 12" RAISED STUCCO BAND, PAINT FINISH TO z 0 I cV r _ T.O. EXIST. /NEW S1 LAB +0' -0" DECORATIVE COLUMNS 2 REAR (WEST) ELEVATION OVER STRUCT. STL �,A -5 SCALE: 1/4" = 1' -0" COLUMNS 3 "x3" TYP. of 2 4981 SW 74 Court" Miami, FL 33155 786.615.?c,431 786.615.2945 fax- cbravo@urvanx.com AA26002656 ..... ry g 162e(?O 1472 Carlos J. Bravo, R.A. AR17584 THE DESIGNS AND DRAWINGS PRESET' HEREIN ARE THE SOLE PROPERTY OF URV" INC. AND MAY NOT BE COPIED OR DUPLICATED *111 -TOUT SPECIFIC WRITTEN PERMISSION OF URVANX. INC. k� x ` IN MY PROFESSIONAL JUDGEMENT AND TO THE BEST OF MY KNOWLEDGE AND BELIEF. THE PLANS AND SPECIFICATIONS CONTAINED HEREIN COMPLY WITH ALL APPLICABLE BUILDING CODES. Consultant: Addition /Renovation for Salcines / Gonzalez Residence 7800 SW 58 Ct. South Miami, FL 33143 Owner: Jacqueline A. Salcines & Rodolfo R. Gonzalez 7800 SW 58 Ct. South Miami, FL 33143 (305) 669 -5236 Permit Set REVISIONS No I DATE I DESCRIPTION EXTERIOR ELEVATIONS DATE 4EI DRAWN B • REVIEWED BY C.J.B. A -5 SHEET