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Home My WebLink AboutAPPROVED 8004 Hamilton Ave bookletTABLE OF CONTENTS A-0 COVER PAGE A-1 FLOOR PLAN A-2 ELEVATION (FRONT/REAR) A-3 ELEVATION (LEFT/RIGHT) E-1 ELECTRICAL M-1 HVAC S-1 FOUNDATION S-2 DETAILS S-3 BEAM &WALL S-4 ROOF S-5 FENESTRATION Designed AN Drawn CHID Checked AN Date 5/11/2021 Scale, NTs E IN �11 OF RECORD I EPH P. WCARTY R E T, IN 0 OLD RI DA �� C. WIND VERIFATION FORM JURISDICTION • •" FRC PROJECT ADDRESS 8004 HAMILTON AVE, FORT PIERCE, FL 34951 TYPE OF CONSTRUCTION SPEEDWIND SECONDULTIMATE DESIGN WIND SPEED• : MPH WIND SPEED • , SPEEDNOMINAL DESIGN WIND • MPH PRESSURE COEFFECIENT 0.18 EXPOSUREINTERNAL • IMPORTANCE FACTOR CATEGORYBUILDING MEAN BUILD HEIGHT 16-0" ,.OVERHANG 1.33 FEET ROOF PITCH 6/12 ROOF TOP CHORD DEAD LOAD 15 PSF ROOF TOP CHORD LIVE LOAD 20 PSF ROOF BOTTOM CHORD DEAD LOAD 10. ROOF BOTTOM CHORD LIVE LOAD 10. MATERIAL METAL FLOORROOF LIVE LOAD FLOOR DEAD LOAD N/A NO IMPACT RESISTANT ASSEMBLY YES i I 48" 67" N 00 co CD F.G 4020 OBSCURE F.G 67"x 18" TRANSOM NOA: 20-0401.10 NOA: 20-0401.10 UF:.390 UF:.390 SHH 36 SH 35 SHGC:.250 SHGC:.230 JOA: 20-0401.11 NOA: 20-0401.11 DESIGN PRESSURES DESIGN PRESSURES REQUIRED: +31.2 / -33.9 REQUIRED: +31.2 / -33.9 U F:.560 U F:.560 PROVIDED: +80 / -80 PROVIDED: +80 / -80 SHGC:.2140 SHGC:.240 DESIGN PRESSURES DESIGN PRESSURES EQUIRED: +31.2 / -33.8 REQUIRED: +31.2 / -33.8 PROVIDED:+65 / -80 PROVIDED: +65 / -80 6811 12" 36" 12" SH 25 SHH 35 3068 w 12 IN. NOA: 20-0401.11 - NOA: 20-0401 11 SIDELITES 142'/" UF:.560 • UF:.560 NOA # : 20468.2 3P3T SGD SHGC:.240 SHGC:.240 U F..260 NOA:20-0429.09 DESIGN PRESSURES - DESIGN PRESSURES SHGC:.160 UF:.650 REQUIRED: +31.2 / -33.8 REQUIRED: +31.2 / -33.8 DESIGN PRESSURES SHGC:.220 PROVIDED: +65 / -80 PROVIDED: +65 / -80 REQUIRED: +31.2 / -33. PROVIDED: +50 / -50 DESIGN PRESSURES REQUIRED: +27.9 / -30.6 PROVIDED: +60 / -60 32'e 64" 0 00 74" (0 r- (2) SH 26 NOA: 20-0401.11 U F:.560 SHGC:.240 DESIGN PRESSURES REQUIRED: +31.2 / -33.8 PROVIDED: +65 / -80 ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH NEC (NFPA 70) 2026 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 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 7-16 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) LAPALL REINFORCING STEELA MINIMUM OF 48 BAR DIAMETER EXCEPTAS 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/ 11GA. 2" LONG NAILS WITH 3/8" DIA. HEAD AT 6" O.C. OVER (2) TWO LAYERS OF 15# FELT OR APIRROVED BUILDING WRAP OVER 19/32" CDX PLYWOOD WITH IOd 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. 11 1 Wind Certification - Design Criteria These plans are designed to the following standards Florida Building Code 2020 ) 2020 TCC Wind :Speed -160 MPH ,V ult. Exposure „C„ Structure is enclosed Internal Pressure Coefficient +/,,18 Building Category 11 Importance Factor'1.0 Design Pressures - t6t) Valt- Exposure ••("" meiin r(iorheight <30' Ante sheathing to he 19/32" CD\ plywood with 2 '/," c 0.131, or 3" x 0.12.0 ring 'silank nails 4:' un center on edges and in Geld Cable Roar> 21) to 27 degrees I.2c 11) +28.8 -55.11 1.2e 20 +25.0 -55.0 1-2e 50 +20.9 -47.0 1.2e 100 +15.9 -403 2n.2r.3e 1.1) +28.8 -88.0 2i"r.3e .20 +25.0 -77.0 2n,2r,3e 50 +20.9 -62.6 2n,2r�e 100 +15.9 -51.8 3r 10 +mg 404:7 3r "20 +25.0 ,88.11 3r so +20.9 -65.6 3r 101) +15.9 -65.11 Ilip Root> 20 to 27 degrees 1 10 23.3 -41.$ 1 21) 20.1 -37 :. 1 50 15.9 _m.?' 1 101) 17.7 =2.5.9 2e,2r,3 10 23.3 41.8. 2n,2r.3e 20 20.1 -51:5 2n,2r,3e 50 15.9 43A 2n,2r,3e 100 12.7 -31.2 Walls 4 10 31.2 -33.8 4 20 29.8 -32.4 4 50 27.9 -30.6 4 100 26.5 -29.2 4 500 23.3 -259 5 10 31.2 41.8` 5 20 29.8 5 -38.9 GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITES, PLANS, SPECIFICATIONS, ETC. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY ARCHITECT/ ENGINEER AS CONTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER: SCALED DIMENSIONS. 4) ALL SONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE 2020 (7th EDITION), FBC 2020 (7TH EDITION) RESIDENTIAL, FBC 2020 (7th EDITION) PLUMBING, FBC 2020 (7th EDITION) MECHANICAL FBC 2020 (7th EDITION) ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2020. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC301 ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 (7th EDITION) ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL 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 LOOSE FILL IS INSTALLED TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTEOTO LIMITAIR LEAKAGE IN ACCORDANCE WITH 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 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 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH 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 (;UAGE, 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 ANb 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 ACCESr'ORIES 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 A FLAME SPREAD INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723 PRODUCT- FL OR NOA "EXp. DATE MODEL " MANUF. GLASS7YPE - ATTACHMENT METHOD REQUIRED Rp P.S.F t PROVIDED D.P. P.Sf _ ( j SINGLE HUNG (SH) 20.0401.11 8/23/2023 SH-7700 PGT IMPACT 1/4." X 2 3/4" TAPCON (TRIMFIT) FILL EACH HOLE TO 11/4" EMBEDMENT 1/4" X 23/4" TAPCON (TRIMFIT) FILL EACH +31.2/-33.8 +651-80' ALUMINUM FIXED 20-0401.10 2/19/2024 PW7720A' PGT IMPACT GLASS HOLE TO11/4"EMBEDMENT 1/4" X 1-3/8" MIN. EMBED. TAPCONS +31.2/-33.9 +80/-80 MULLIONS 20-0406.03 5/26/2021 7700A PGT (4) PER CLIP 1-1/4" x 1-3/4" MIN. EMBED TAPCONS, @ 5" SGD 20-0429.09 ,2/17/2025 SGD 770 PGT IMPACT FROM CORNERS Fie 13" O.0 PEREMETER +27.9 / -30.6 - +60 / -60 5/16" x 1-5/8" MIN. EMBED. LAG SCREWS ONE R ( OVERHEAD GARAGE 16546:4 12J31/2026 73W6 CLOPAY IMPACT DOOR PER BRACKET) #10 x 2 1/2" PFH WOOD SCREW (1.15 IN.) MIN. +34.2 / -43:7 +54 / -63 V-8" SOLID DOOR W/SIDELITES 20468.2 12/.31/2021 SMOOTH STAR THERMATRU IMPACT EMBEDMENT, 3" & 6" FROM CORNERS 14" MAX +31.2/-33.9 +50/-50 O.C. 3" & 7" FROM IAMB # 10 x 2 1/2" PFH WOOD SCREW (1.15 IN.) MIN. 6'4' SOLID DOOR 20468,1 12/31/2021 SMOOTH STAR THERMA TRU IMPACT EMBEDMENT.6" PROM CORNERS 14" MAX O.0 +31.2 J -33.10 +67 /-67 EACH SIDE OF DOOR # 10 x 2 1/2" PFH WOOD SCREW (1.15 IN.) MIN. ti'-8" 1 LITE 20468.7 12/31/2021 SMOOTH STAR THERMA TRU IMPACT EMBEDMENT 6" PROM CORNERS 14" MAX O.0 EACH SIDE OF DOOR #10 x 2 1/2" PFH WOOD SCREW (1.15 IN.) MIN. 6'-8" DOUBLE DOOR 1 LITE 20468.9 12/31/2021 SMOOTH STAR THERMA TRU IMPACT EMBEDMENT 6" PROM CORNERS 14" MAX O.C. 1-38.8 /-42.2 +SO /-50 3" & 7" FROM AS'rRAGALTOP AND BOTTOM SELF-ADHEARED ONTO BASE SHEET WITH UNDERLAYMENT 17-0614.22 9/13/2021 POLYSTICK POLYGLASS MINIMUM 3" SIDE LAP AND 6" END LAP; #10 PANCAKE HEAD SCREW x 1" AT 1" STANDING ROOF 27499.1 12/6/2026 SEAM DYNAMIC 6" O.C. wJ3/16" HENETRATION THROUGH BOTTOM SUPPORT LAMES LAP SIDING 13198.2 12/31/2023 HARDIEPLANK HARDIE 11/4 AEROSMITH NAILS TO BLOCK @ 12" O.0 BUILDING PRODUCTS center on edges and in field Note: Sheathing to be 19/32" CD plywood with 2 %:" x 0.131, or 3" x 0.120 ring shank nails 4" on 51 27.9 -35.3 5 iou 26.5 32.4 5 500 23.3 -2.5.9