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Home My WebLink AboutPLANS, UPDATED, 9.22.20A-2.0 FLOOR PLAN A-6.0 A-7.0 A-4.0 A-5.0 A-3.0 WALL SECTIONS / NOTES ROOF / FRAMING PLAN BUILDING ELEVATIONS ELECTRICAL PLAN CVR A-1.0 FOUNDATION PLAN INDEX / PROJECT INFORMATION WALL SECTIONS / NOTESA-6.1 COMPONENTS AND CLADDING WIND PRESSURES: ENCLOSED ROOF PITCH: /12 (SHINGLES) +/- 0.18 PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) EXPOSURE: B IMPACT RESISTANT ASSEMBLY: ROOF DEAD LOAD: SHUTTERS: IMPORTANCE FACTOR: INTERNAL PRESSURE COEFFICIENT: OVERHANG: FT MEAN BUILDING HEIGHT: YES 1.33 YES X 1 15’ TYPE OF CONSTRUCTION: BUILDING DESIGN: ULTIMATE DESIGN WIND SPEED: BUILDING CATEGORY: II NOMINAL DESIGN WIND SPEED: 140 MPH 124 MPH CBS X NO X 17 PSF 6 (TILE) NO PARTIALLY ENCLOSEDOPENX 160 MPH FRAME X 170 MPH DRAWING INDEX COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE 500 AND ABOVE (SQ. FT.) 100 TO 499.9 USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS USING END ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) 50 TO 99.9 20 TO 49.9 0 to 19.9 -28.0 PSF23.5 PSF / 20.6 PSF -22.0 PSF/ 24.7 PSF 26.4 PSF 27.7 PSF 20.6 PSF 23.5 PSF 24.7 PSF 26.4 PSF 27.7 PSF -31.0 PSF -34.0 PSF -37.0 PSF -22.0 PSF -25.0 PSF -27.0 PSF -28.0 PSF -30.0 PSF PRESSURE PRESSURE / / / / DESIGN DESIGN / / / / 500 AND ABOVE 100 TO 499.9 50 TO 99.9 20 TO 49.9 0 to 19.9 HVAC PLAN 3/16" TEMPERED BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT __ BLOCK * PHASE IIA, FT. PIERCE, FL 34945 PRODUCT APPROVAL SUBMITTAL AFFIDAVIT 420 SMOOTH STAR FIBER-CLASSIC OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: 8068 S.G.D.SLIDING GLASS DOOR 3068 ID OPENING BUILDING PERMIT: EXTERIOR SWING DOOR PRODUCT MI WINDOWS AND DOORS THERMA-TRU MANUFACTURERMODEL #GLASS ATTACHMENT METHOD CONTRACTOR: JEFF MOTTRAM APPROVAL PRODUCT PRESSURES DESIGN FL15225.5 +39.2 -43.7 PSFFL9174.6WAYNE DALTONMODEL 9100 << >>OVERHEAD DOOR16070 OVHD 3/16" TEMPERED STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK I have reviewed the above product approval information and approved it. Name:________________________________ Signature:________________________________ Certification Number:________________________________ Date:________________________________ HEAD: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. 1/8" ANNEALEDFIXED 185FIXED GLASS MI WINDOWS AND DOORS MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. 1/8" ANNEALEDSH 185WINDOW MI WINDOWS AND DOORS +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 5 ANCHORS 1/8" ANNEALEDMI WINDOWS AND DOORS +/- 40.0 PSF (MIN) 1/8" ANNEALEDSH 185WINDOW MI WINDOWS AND DOORS +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS 1/8" ANNEALEDSH 185WINDOW MI WINDOWS AND DOORS +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS +/- 67.0 PSF (MIN) FIXED 185FIXED GLASS MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s. a. Weathering is "neglible" for concrete as determined from the Weathering Probability Map [Figure R301.2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. b. Reserved. c. Termite infestation per Figure R301.2(6) is "very heavy." d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winter from Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f. Reserved. g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. i. Reserved. j. Reserved. k. Reserved. TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP N/A N/A N/A N/A N/A Speed (mph) Topographic effects (NA) Weathering Frost line depth Termite See Fig. R301.2(4)Negligible Very Heavy N/A d k f a b c e h g i j FL15332.6 FL17499.2 FL15349.9 +/- 55.0 PSF (MIN) FL17499.2 FL17499.2 FL15349.9 +/- 55.0 PSF (MIN) << >> << >>HURRICANE SHUTTERS ALUMINUM SOFFITEXTERIOR SOFFIT AMERICAN CONSTRUCTION MATERIALS FL12019 +/- 70.0 PSF (MIN) ASPHALT SHINGLES << >> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 33 PSF: 16" O.C. SPANS UP TO 5’, 9.9" SPANS UP TO 9’-2", 38 PSF: 15.8" O.C. SPANS UP TO 5’, 8.6" SPANS UP TO 9’-2", 47 PSF: 12.7" O.C. SPANS UP TO 5’, 7" SPANS UP TO 9’-2", 54 PSF: 11.1" O.C. SPANS UP TO 5’, 6.1" SPANS UP TO 9’-2" PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS ATTACHED THROUGH FASCIA AT 16" O.C. FL 11968.3 GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. TAMCO BUILDING PRODUCTS, INC.HERITAGE FL18355.1 +70.0 - 80.0 PSFEASTERN METAL SUPPLY, INC. 24 GA. GALV. BERTHA STEEL STORM PANEL UNDERLAYMENT << >> 30# ASPHALT FL12328.7TAMCO BUILDING PRODUCTS, INC.SATURATED ORGANINC FELT 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. ROOF LOAD: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF (NON-CONCURRENT) 1/8" ANNEALEDSH 185WINDOW MI WINDOWS AND DOORS +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 CVR SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 4-7-20 17-015-119 7-13-20 BERMUDA 1674 B2 1674 SQFT 385 SQFT 160 SQFT 54 SQFT 2280 SQFT DATE DRAWN DRAWN BY MASTER PLAN REVISION PLAN REVIEW REVISIONS MCA CUBIC VOLUME OF CONDITIONED SPACE = 13,392 CUBIC FEETenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 4-7-20 17-015-119 7-13-20 BERMUDA 1674 B2 1674 SQFT 385 SQFT 160 SQFT 54 SQFT 2280 SQFT DATE DRAWN DRAWN BY MASTER PLAN REVISION PLAN REVIEW REVISIONS MCA CUBIC VOLUME OF CONDITIONED SPACE = 13,392 CUBIC FEETenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 1.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 4-7-20 17-015-119 7-13-20 BERMUDA 1674 B2 1674 SQFT 385 SQFT 160 SQFT 54 SQFT 2280 SQFT DATE DRAWN DRAWN BY MASTER PLAN REVISION PLAN REVIEW REVISIONS MCA CUBIC VOLUME OF CONDITIONED SPACE = 13,392 CUBIC FEETenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 2.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 4-7-20 17-015-119 7-13-20 BERMUDA 1674 B2 1674 SQFT 385 SQFT 160 SQFT 54 SQFT 2280 SQFT DATE DRAWN DRAWN BY MASTER PLAN REVISION PLAN REVIEW REVISIONS MCA CUBIC VOLUME OF CONDITIONED SPACE = 13,392 CUBIC FEETenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 3.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 4-7-20 17-015-119 7-13-20 BERMUDA 1674 B2 1674 SQFT 385 SQFT 160 SQFT 54 SQFT 2280 SQFT DATE DRAWN DRAWN BY MASTER PLAN REVISION PLAN REVIEW REVISIONS MCA CUBIC VOLUME OF CONDITIONED SPACE = 13,392 CUBIC FEETenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 4.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 4-7-20 17-015-119 7-13-20 BERMUDA 1674 B2 1674 SQFT 385 SQFT 160 SQFT 54 SQFT 2280 SQFT DATE DRAWN DRAWN BY MASTER PLAN REVISION PLAN REVIEW REVISIONS MCA CUBIC VOLUME OF CONDITIONED SPACE = 13,392 CUBIC FEETenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 5.0 A 6.0 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 4-7-20 17-015-119 7-13-20 BERMUDA 1674 B2 1674 SQFT 385 SQFT 160 SQFT 54 SQFT 2280 SQFT DATE DRAWN DRAWN BY MASTER PLAN REVISION PLAN REVIEW REVISIONS MCA CUBIC VOLUME OF CONDITIONED SPACE = 13,392 CUBIC FEETenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228 A 6.1 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 4-7-20 17-015-119 7-13-20 BERMUDA 1674 B2 1674 SQFT 385 SQFT 160 SQFT 54 SQFT 2280 SQFT DATE DRAWN DRAWN BY MASTER PLAN REVISION PLAN REVIEW REVISIONS MCA CUBIC VOLUME OF CONDITIONED SPACE = 13,392 CUBIC FEETenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228 SHEET PROJECT NO. LIVING GARAGE LANAI ENTRY TOTAL 4-7-20 17-015-119 7-13-20 BERMUDA 1674 B2 1674 SQFT 385 SQFT 160 SQFT 54 SQFT 2280 SQFT DATE DRAWN DRAWN BY MASTER PLAN REVISION PLAN REVIEW REVISIONS MCA CUBIC VOLUME OF CONDITIONED SPACE = 13,392 CUBIC FEETenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 7.0