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Home My WebLink AboutAPPROVED REVISE PLAN REV 1 A-0WIND VERIFATION FORM JURISDICTION ST. LUCIE COUNTY CODE FRC / FBC 2017 6TH EDITION PROJECT NAME GARRY WILLIAMS PROJECT ADDRESS INDIAN RIVER DR FT. PIFRCE ARCHITECT/ENGINEER JOSEPH P. McCARTY D.P.R. REG# 9639 TYPE OF CONSTRUCTION CONCRETE BLOCK STRUCTURE WIND SPEED NOMINAL NOMINAL DESIGN WIND SPEED = 162 MPH INTERNAL PRESSURE COEFFECIENT 0.18 EXPOSURE ZONE D IMPORTANCE FACTOR 1 BUILDING CATEGORY 2 MEAN BUILD HEIGHT 16'-0" FEET OVERHANG D FEET .ROOF PITCH 0.5 / 12 COMPONENTS AND CLADDING PRESSURES +23.4 / -23.4 PSF SEE PRODUCT APPROVAL FOR WINDOWS & DOORS ROOFTOP CHORD DEAD LOAD 7.0 PSF ROOF TOP CHORD LIVE LOAD 20.0 PSF ROOF BOTTOM CHORD DEAD LOAD N/A ROOF BOTTOM CHORD LIVE LOAD N/A ROOF MATERIAL ROLLED ASPHALT ROOFING FLOOR LIVE LOAD N/A FLOOR DEAD LOAD N/A SHUTTERS NO IMPACT RESISTANT ASSEMBLY YES BUILDING DEAPRTMENT PRODUCTAPPROVAL SUBM ITTAL AFFI DAVIT PRODUCTAPPRL EXP. GLASS ATTACHMENT BUILDING PRODUCT PRODUCT MODEL # MANUF. FL OR NOA# DATE TYPE METHOD D.P. (P.S,F.) D.P. (P.S.F.) SINGLE HUNG (SH) NOA 18-0430.06 8/23/2023 '1100 PGT IMPACT 012 STEEL. 18-8 OR 410 SS SCREWS, SEE ELEVATION +65 / -SO 9/16" FROM EDGE, 1-3/8" EMBED PG A-2 4 A-3 VERIFY MANUF SF'EC'S FOR FASTENING SPACING FIXED GLASS NOA 18-0430.05 2/19/2024 PW*T120A PGT IMPACT 141/4" X 1-3/4" MIN, EMBED. TAPCONS o 6" FROM SEE ELEVATION t80.0 (PICTURE WINDOW) CORNERS 4 12 O.C. AT PERIMETER PG A-2 4 A-3 HORIZL. ROLLER NOA 18-0621.01 8/23/2023 11IOA PGT IMPACT 012 STEEL, 18-8 CR 410 SS SCREWS, SEE ELEVATION +65 / -80 - 9/16" FROM EDGE, 1-3/8" EMBED PG A-2 4 A-3 VERIFY MANUF SPECS i'OR FASTENING SPACING AWNING WINDOW NOA I1-0614,20 4/11/2023 AW140 PGT IMPACT 012 STEEL, 18-8 CR 410 SS SCREWS, SEE ELEVATION +65 / -80 5/16" FROM EDGE, 1-3/8" EMBED PG A-2 4 A-3 VERIFY MANUF SPECS I.OR FASTENING SPACING SLIDING GLASS NOA 19-1126.03 2/11V2025 TI00 PGT IMPACT 141/4" X I-3/4" MIN, EME�IED. TAPCONS o 5" FROM - SEE ELEVATION t60.0 DOOR CORNERS 4 13' O.C. AT PERIMETER PG A-2 4 A-3 WINDOW MULLIONS NOA 1'1-0630.01 5/26/2021 1 x 2.15 x .03-I6 PGT 1/4" X I-3/8" MIN. EMBED. TAPCONS SEE ELEVATION t1T0.0 (4) PIER CLIP PG A-2 4 A-3 OH GARA FL 5684.16 12/3 038 4301 CLOPAY 4 1/2" X 3" LAG -RE -5/8" EMBED EE ELEVA N +38 / 42 DDOR, C PG A-2 4 A-3 EX OORS FL 1630. RIOR THER TRU I ACT I/4' G. w/ 2-3,4" Em5EV SEE ELEVATION t 50.0 SMOOTH STAR AT 14" 7.C. MAX PG A-2 4 A-3 ROOFING FL 1654-R24 ROLLED NEMO ETA IM P 9'/ C. 2" 18' O.C. AT (2) EQ L. r a CED, STAGGERED -45.0 ASPHALT CENTER ROWS )AL EXR OPWITH ST NO 2) MAIN EGRESS DOOR MUST BE IMPACT RESISTANT 3) ALL GLASS SHALL HAVE A U-FACTOR LESS THAN OR EQUAL TO 0.40 AND SHGC LESS OR EQUAL TO 0.25 1) ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH NEC (NFPA 70) 2014 EDITION 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH -EFFICIENCY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONE AND UNCONDITIONED SPACES 4) SMOKED DETECTORS TO BE 110V W/ BATTERY BACK-UP, ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTOR IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRUITS SERVING: FAMILY ROOMS,DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS; OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS 7) PROVIDE GROUND -FAULT CIRUIT INTERRUPTER PROTECTION FOR -ALL 125 VOLT, SINGLE PHASE 15 AND -ENERGY CONSERVATION NOTES 20 AMP CIRUITS SERVING: BATHROOMS, GARAGES, KITCHENS, ACCESSORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS 9) EXHAUST FANS TO BE VENTED THROUGH ROOF OR SOFFIT 10) PROVIDE TAPER RESISTANT RECEPTICLES PER NEC REQUIREMENTS STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE 7-10 2) SOIL BEARING CAPICITY: 2500 PSF (MIN.) 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM OF 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES AND STEEL REQUIREMENTS 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS; 3" BEAMS; 1-1/2" SUSPENDED SLABS: 1-1/2" 6) LAP ALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETER EXCEPT AS NOTED GRADE 60 STEEL. MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONARY SHALL BE PRESSURE TREATED 8) SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9) UNLESS OTHERWISE NOTES, THE ONSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND STANDARD PRACTICES. 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS AT 6" O.C. AT EDGES AND FIELD OR SCREWED WITH DRYWALL SCREWS 1-1/2" LONG AND 0.131 DIAMETER. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 12) PROVIDE #5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALL TO BE STUCCO OVER WIRELATHE W/ 11 GA. 2" LONG NAILS WITH 3/8" DIA. HEAD AT 6" O.C. OVER (2) TWO LAYERS OF 15# FELT ORAPRROVED BUILDING WRAP OVER 19/32" CDX PLYWOOD WITH 10d NAILS TO STUDS AT 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMEBER WHEN THE BEARING MEMBER IS (2) TWO OR MORE PLIES UNLESS NOTED. revisions no. date PROD. APP. FOR RFG 8/21120 designed AN drawn BEF checked AN date 11 /21 /2019 scale 1/4" = V-0" (U.N.O.) job no. P-XX-XXXX . COC 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 (6th EDITION) ENERGY CONSERVATION RESIDENTIAL. ARCHITECT OF RECORD 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL JOSEPH P. MCCARTY BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVELANT TO THE INSULATION ON THE SURROUNDING SURFACES. A WOOD FRAMED OR EQUIVELANT BAFFLE OR RETAINER OS REQUIRED TO BE PROVIDED WHEN ARCHITECT, Inc. LOOSE FILL IS.INSTALLED TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE 900 E. ®SEOLA Sl:---. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH S WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE . J THAN 0.3 CFM PER SQUARE FOOT AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT AND MUST BE TESTED, LISTED, AND LABELED IN ACCORDANCE WITH R402.4.3 r 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE ITH FBC 2017 (6th EDITION) ENERGY CONSERVATION R401.3 ADDITIONAL NOTES 1) INTERIOR TO BE DRYWALL FINISHED. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN 1/2" THICK WITH 13 GUAGE, 1-3/8" LONG, 19/64"HEAD; 0.098" DIA., 1-1/4" LONG, ANNULAR -RINGED; 5d COOLER NAIL, 0.086" DIA., 1-5/8" LONG, 5/64" HEAD OR GYPSUM BOARD NAIL 0.086" DIA. 1-5/8 LONG, 9/32" HEAD SPACED AT 7" O.C. FOR NAILS OR 12" O.C. FOR SCREWS. 3) WALLS AT SHOWERS TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AS BRACKETS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS (PER FRC 702.4.1 AND FRC 702.4.2): 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) AL LEXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL. RADIANT FLUX NOT LESS THAN 0.12 WATTS PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC 316 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL COFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C1178, C 1278, C 1395, C 1396, OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION ON MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWLL SPACES AND ATTICS SHALL HAVE AFLAME SPREAD INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723 Z. uJ CIO uJ O O CV II � CD m C? U z > U. " UJI C4 N Lu CO z Z u. CL 110 drawing COVER PAGE sheet A-0