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10-558R-00512 f3 TO MATCH EXIST. �- a� L;:; // ��// i� / /i \ / /i� / / \� / /i� / /i ; / /�� / /i�/ /ice / /i\ / /�\ /iX /iX/ /i� -1 i �� -I 11 =1 I I-1 I I -I 11-1 I I -1 I I -I I I -I I -1 11 =1 I I -I I I -I 1I- IlF , LI � � LI � , 12 t3 TO MATCH EXIST. F- \ VANITY \ \ aD MIAMI -DARE COUNTY PRODUCT APPROVED METAL STANDING SEAM ROOF PRE - MANUFACTURED WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) 2x WOOD BLOCKING BETWEEN TRUSSES (TYP.) a� TOP OF CONC. TIE -BEAM 1V EL. ±8' -0" TO MATCH EXIST. / 2, -0, O.H. P.T. WOOD FASCIA AND METAL DRIP TO MATCH EXISTING CONTINUOUS SCREEN VENT TO MATCH EXIST. \ CONCRETE TIE -BEAM \ (REFER TO STRUCTURAL DWGS) GARAGE \ co .\ I / 8" CMU WALL W/ 3/4" / STUCCO 0 EXTERIOR TO / MATCH EXISTING 'q} TO —P OF CONC. SLAB v EL 0 0-809 /�, /�\ /�\ / \\i I- III -III -i / \ \ / \ \ / // //i //i I // / /� // //i // / /�� // // // //i // //i / /� =l I I =1 l i =1 11 =1 11 =1 � 1 -11 1 =1 11 =1 I I � I 1 =1 11 =1 11 =1 11 =1 11 =1 I f =1 I� =1 11 =1 I I -1� I -1 11 =1 11= — III — III — III — I I— III — III —III— — III — III — III — III —III -1 I— III — III — III — III —I I I I I I I I =1 11= 11= — =1 I I =1 I I =III =1 I I- 111111 =1 I I -1 — III — III — III —I I CONCRETE SLAB — (REFER TO STRUCTURAL DWGS) VAPOR BARRIER SECTION "AI' COMPACTED SOIL SCALE: 1/2" = 1' -0" MIAMI -DADE COUNTY PRODUCT APPROVED METAL STANDING SEAM ROOF �o / N 0 MASTER BEDROOM 1'x3" P.T. FURRING O 32" O.C. W/ 5/8" GYP. BOARD & 1 COAT PLASTER FINISH TO MATCH EXISTING PRE - MANUFACTURED WOOD TRUSSES (REFER TO STRUCTURAL DRAWINGS) R =30 BATT INSULATION 2x WOOD BLOCKING BETWEEN TRUSSES (TYP.) TOP OF CONC. TIE -BEAM EL-±B'-Om TO MATCH EXIST. r �r. 2' -0" O.H. P.T. WOOD FASCIA AND METAL DRIP TO MATCH EXISTING CONTINUOUS SCREEN VENT TO MATCH EXIST. CONCRETE TIE -BEAM (REFER TO STRUCTURAL DWGS) I 0 I co 8" CMU WALL W/ 3/4" STUCCO 0 EXTERIOR TO MATCH EXISTING / 0 WOOD BASE / 3 (TO BE SELECTED BY OWNER) / j4 TOP OF FINISH WOOD FLOOR EL. 0' -0" TO MATCH EXIST. — --- - - - - --- - /i / /\ /\ /\ /\ \/ i� /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ \ /\ /\ /\ /\ /\ /\,I— III —I 11= 11 111' 1=1 I I-1 I IE�d I- 111 -I 11 -III -III -i 1 1= III - III =1 I I= III =i \\ \\ \\ \\ \\ \\ /\ \\ \\i \ \i\\ \\ \\ \ \ \\ \�\\ \\ \ \\\ \\ \ \\ \ \\ \ \\ \ \\\ = III =III= /� /� \ \ /� \ / / / /� \� �— III —III- �_� 1 =1'1 ' 111' 11 =1 11 =1 I I -I -11 I, ,I I I -1 11 =1 11 =1 11=1 11 —I 11 =1 I 1 =1 11 =1 I 1 =1 11 =1 11 =1 11 =1 I I—I 11 =1 11 =1 11 =1 I I- 11-1 I' �-- CONCRETE SLAB I III —1, ,1 -11 —I 11—I I I —I I I— III -11 I -111 —I 11 =1 I I —I I I —II I —I 11 =1 I 1 =1 11 =1 11= I I, I I I -1' (REFER TO STRUCTURAL DRAWINGS) I— III —i I I —I \ VAPOR BARRIER SECTION "B" `--- COMPACTED SOIL SCALE: 1/2" = V -0" 12 — 1 t3 EXIST. I I � � I ' IT HE TERMITE PROTECTION 1. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTIVE TREATMENT 3/4- CDX TO NEW CONSTRUCTION (FBC 1816.1). 2• SUBMIT PROPERLY IDENTIFIED MANUFACTURER'S IN BETWEEN 4X4 P.T. PURLINS 0 24" O.C. LITERATURE BEFORE STARTING WORK, 3. IF SOIL IS USED FOR SUBTERRANEAN TERMITE PREVENTION: OF A. THE INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETED. �'+% fi► r�' �' rfo'�'rr'�'�r�i'�fi�i'�Tri'•�'T NEAR NA Vl I� ► - -� B. ANY SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH A i � il� CHEMICAL SOIL TREATMENT, INCLUDING SPACES BOXED F" :i 1 :11 OR FORMED. C. SPACES IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING t/I TRAPS, DRAINS, OR ANY OTHER PURPOSE SHALL BE EXIST. ROOF STRUCTURE CREATED BY USING PLASTIC OR METAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. C DUCTS D. CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNTIL THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH A MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. E. CONCRETE OVER POUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOIL TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICALS. F. CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT OF THE PRIMARY. STRUCTURE SIDE WALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPING AND IRRIGATION/ SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. VAPOR BARRIER 1 • SUBMIT PROPERLY IDENTIFIED MANUFACTURER'S LITERATURE 2. COMPLY WITHnTHE FOLLOWING REGULATORY REQUIREMENTS ISSUED BY THE FLORIDA DEPARTMENT OF HEALTH BUREAU OF ENVIRONMENTAL TOXICOLOGY RADON AND INDOOR AIR. A. FLORIDA STANDARD FOR RADON- RESISTANT NEW COMMERCIAL BUILDING CONSTRUCTION. B. EPA HANDBOOK FOR DESIGN AND INSTALLATION OF A HOME RADON REDUCTION SYSTEM SUB -SLAB DEPRESSURIZATION FOR LOW PERMEABILITY FILL MATERIAL 3. VAPOR /RADON BARRIER: INTERIOR SLABS: 6 MIL MINIMUM POLYETHYLENE FILM (FBC 1910.1) 4• TAPE: AS RECOMMENDED BY VAPOR /RADON BARRIER MANUFACTURER, EXCEPT AT VERTICAL PENETRATIONS, USE REINFORCED DUCT TAPE. 5• PROTECT VAPOR /RADON BARRIER FROM DAMAGE UNTIL PERMANENT COVERING IS IN PLACE. A. REPAIR PUNCTURES AND TEARS IN VAPOR AND RADON BARRIER USING PATCHES OF THE MATERIAL OVERLAPPING THE PUNCTURE OR TEAR A MINIMUM OF 12 INCHES. SEAL WITH TAPE. 12 — 1 t3 EXIST. I I � � I ' IT HE WOOD THRESHOLD I m SECTION 11C" SCALE: 1/2" = 1' -0" ,,,- WOOD FLOOR TOP OF FIMSH, WOOD FLOOR EL. 0' -0" TO MATCH EXIST. I� CITY O DEPT. STRUCTUR SECTION ',YPROVED BY: MIAMI -DADE COUNTY PRODUCT APPROVED METAL STANDING SEAM ROOF 1'x3' P.T. FURRING 0 32" O.C. W/ 5/8" GYP. BOARD & 1 COAT PLASTER FINISH TO MATCH EXISTING 3/4" CDX PLYWOOD SHEATHING OVER R-19 RIGID INSULATION IN BETWEEN 4X4 P.T. PURLINS 0 24" O.C. FASTEN WITH (2) 1/4- DIA. SCREWS EVERY 16" WITHIN 4' OF PERIMETER AND (1) 1/4" DIA. SCREW EVERY 16' O.C. AT FIELD I I Wl 3/4- CDX PLYWOOD SHEATHING OVER R-19 RIGID INSULATION IN BETWEEN 4X4 P.T. PURLINS 0 24" O.C. FASTEN WITH (2) • r OF r �'+% fi► r�' �' rfo'�'rr'�'�r�i'�fi�i'�Tri'•�'T NEAR NA Vl I� ► - -� 1160M OMAN' • • • • r i � il� F" :i 1 :11 t/I EXIST. ROOF STRUCTURE a • C DUCTS 1 FAMILY ••• '•• WOOD THRESHOLD I m SECTION 11C" SCALE: 1/2" = 1' -0" ,,,- WOOD FLOOR TOP OF FIMSH, WOOD FLOOR EL. 0' -0" TO MATCH EXIST. I� CITY O DEPT. STRUCTUR SECTION ',YPROVED BY: MIAMI -DADE COUNTY PRODUCT APPROVED METAL STANDING SEAM ROOF 1'x3' P.T. FURRING 0 32" O.C. W/ 5/8" GYP. BOARD & 1 COAT PLASTER FINISH TO MATCH EXISTING 3/4" CDX PLYWOOD SHEATHING OVER R-19 RIGID INSULATION IN BETWEEN 4X4 P.T. PURLINS 0 24" O.C. FASTEN WITH (2) 1/4- DIA. SCREWS EVERY 16" WITHIN 4' OF PERIMETER AND (1) 1/4" DIA. SCREW EVERY 16' O.C. AT FIELD I I W W��' ���1�J�J����J� _%��A�!J ✓��L�!JJ��1��1J��L�J EL i8' 1 EXIST EXIST. ROOF STRUCTURE I� r DUCTS J TIE-BEAM c FAMILY .11 ROOM co I �- WOOD FLOOR TOP OF FIMSH WOOD FLOOR EL. 0' -0" TO MATCH EXIST. I pd, 0 0. "b.-. a - W�6 I sol — — — — — - — — — — — — — — — — — — — — — — — — — - SECTION "D" SCALE: 1/2" = V -0" A6.01 ADDITON & ALTERATION TO THE VIUNILLA RESIDENCE 5901 S.W. 81 STREET SOUTH MIAMI, FL 33143 I© 11.01.10 OWNER'S REQUE" I -V �tj Y STRUCTURAL BLISS & NYITRAY, INC. 800 DOUGLAS ROAD, SUITE 300 CORAL GABLES, FLORIDA 33134 (305) 442 -7086 HY A•C., PLUMBING, & ELECTRICAL SDM CONSULTING ENGINEERS, INC. 135 ALMERIA CORAL GABLES, FLORIDA 33134 (305) 446 -2788 PJ$ ASSOCIATES, P.A. ARCHITECTS 500 SOUTH DIKIE HWY, SUITE 303 CORAL GABLES, FL 33146 PH. (305) 665 -0641 JUNE 18, 2010 JOHN E. JUNHIN AR 006454 Wl 11 W W��' ���1�J�J����J� _%��A�!J ✓��L�!JJ��1��1J��L�J EL i8' 1 EXIST EXIST. ROOF STRUCTURE I� r DUCTS J TIE-BEAM c FAMILY .11 ROOM co I �- WOOD FLOOR TOP OF FIMSH WOOD FLOOR EL. 0' -0" TO MATCH EXIST. I pd, 0 0. "b.-. a - W�6 I sol — — — — — - — — — — — — — — — — — — — — — — — — — - SECTION "D" SCALE: 1/2" = V -0" A6.01 ADDITON & ALTERATION TO THE VIUNILLA RESIDENCE 5901 S.W. 81 STREET SOUTH MIAMI, FL 33143 I© 11.01.10 OWNER'S REQUE" I -V �tj Y STRUCTURAL BLISS & NYITRAY, INC. 800 DOUGLAS ROAD, SUITE 300 CORAL GABLES, FLORIDA 33134 (305) 442 -7086 HY A•C., PLUMBING, & ELECTRICAL SDM CONSULTING ENGINEERS, INC. 135 ALMERIA CORAL GABLES, FLORIDA 33134 (305) 446 -2788 PJ$ ASSOCIATES, P.A. ARCHITECTS 500 SOUTH DIKIE HWY, SUITE 303 CORAL GABLES, FL 33146 PH. (305) 665 -0641 JUNE 18, 2010 JOHN E. JUNHIN AR 006454