HomeMy WebLinkAboutAPPROVED, Bldg plans, updatedA−2.0FLOOR PLANA−6.0A−7.0A−4.0A−5.0A−3.0WALL SECTIONS / NOTESROOF / FRAMING PLANBUILDING ELEVATIONSELECTRICAL PLANCVRA−1.0FOUNDATION PLANINDEX / PROJECT INFORMATIONWALL SECTIONS / NOTESA−6.1COMPONENTS AND CLADDING WIND PRESSURES:ENCLOSEDROOF PITCH: /12(SHINGLES)+/− 0.18PROJECT & CODE DATA*PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION)EXPOSURE: B IMPACT RESISTANT ASSEMBLY:ROOF DEAD LOAD:SHUTTERS:IMPORTANCE FACTOR:INTERNAL PRESSURE COEFFICIENT:OVERHANG: FTMEAN BUILDING HEIGHT: YES1.33 YESX115’TYPE OF CONSTRUCTION: BUILDING DESIGN: ULTIMATE DESIGN WIND SPEED:BUILDING CATEGORY: IINOMINAL DESIGN WIND SPEED:140 MPH124 MPHCBS XNOX17 PSF6(TILE)NOPARTIALLY ENCLOSEDOPENX160 MPHFRAMEX 170 MPHDRAWING INDEXCOMPONENTS AND CLADDING WIND PRESSURES PER2020 FLORIDA BUILDING CODE500 AND ABOVE(SQ. FT.)100 TO 499.9USING INTERIOR ZONE COEFFICIENTSAREA OF OPENINGSUSING END ZONE COEFFICIENTSAREA OF OPENINGS(SQ. FT.)50 TO 99.920 TO 49.90 to 19.9−28.7 PSF23.5 PSF/20.6 PSF −22.9 PSF/24.8 PSF26.4 PSF27.6 PSF20.6 PSF23.5 PSF24.8 PSF26.4 PSF27.6 PSF−31.2 PSF−34.5 PSF−37.0 PSF−22.9 PSF−25.8 PSF−27.1 PSF−28.7 PSF−30.0 PSFPRESSUREPRESSURE////DESIGN DESIGN ////500 AND ABOVE100 TO 499.950 TO 99.920 TO 49.90 to 19.9HVAC PLAN3/16" TEMPEREDBUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT ___ / BLOCK * / PHASE IIA, FT. PIERCE, FL 34945PRODUCT APPROVAL SUBMITTAL AFFIDAVIT420SMOOTH STARFIBER−CLASSICOPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:8068 S.G.D.SLIDING GLASS DOOR3068IDOPENING BUILDING PERMIT: EXTERIOR SWING DOORPRODUCTMI WINDOWS AND DOORSTHERMA−TRUMANUFACTURERMODEL #GLASSATTACHMENT METHODCONTRACTOR:APPROVALPRODUCTPRESSURESDESIGNWAYNE DALTONMODEL 9100<< >>OVERHEAD DOOR16070 OVHD3/16" TEMPEREDSTEEL TRACK BRACKET TO WOOD: 5/16" X 1−5/8" LAG SCREW (FULLY THREADED) HEXWASHER HEAD ONE PER BRACKET − (5) BRACKETS TOTAL PER VERTICAL STEEL TRACKI have reviewed the above product approvalinformation 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 GLASSMI WINDOWS AND DOORSMASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT), WOOD ANCHORSARE #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 185WINDOWMI 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 ANCHORS1/8" ANNEALEDMI WINDOWS AND DOORS1/8" ANNEALEDSH 185WINDOWMI 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 ANCHORS1/8" ANNEALEDSH 185WINDOWMI 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 ANCHORSFIXED 185FIXED GLASSMASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT), WOOD ANCHORSARE #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 COMPLIESWITH THE REQUIREMENTS OF SECTION R302.10 AND MEETSTHE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THESMOKE-DEVELOPED INDEX OF NOT MORE THAN 450.NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THEREQUIREMENTS OF SECTION R302.9.1 AND MEETS THEFLAME SPREAD INDEX OF NOT MORE THAN 200 ANDCOMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORETHAN 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 determinedfrom 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 accordancewith 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 FloodInsurance 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) thepanel 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 CRITERIAGROUNDSNOWLOADWIND DESIGN SEISMICDESIGNCATEGORYSUBJECT TO DAMAGE FROMWINTERDESIGNTEMPICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMPN/AN/AN/A N/A N/ASpeed(mph)Topographiceffects (NA)Weathering Frost linedepthTermiteSee Fig. R301.2(4)Negligible VeryHeavyN/Adkfa b cehgijFL17499.2FL15349.9+/− 55.0 PSF (MIN)FL17499.2FL17499.2FL15349.9+/− 55.0 PSF (MIN)<< >>ALUMINUM SOFFITEXTERIOR SOFFITAMERICAN CONSTRUCTIONMATERIALSFL12019+/− 70.0 PSF (MIN)ASPHALT SHINGLES<< >>PROVIDE T−NAILS AT 12" O.C. IN F−CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILSATTACHED THROUGH FASCIA AT 16" O.C.GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TOPENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6−1/8" ABOVE BUTTEDGE, APPROX. 1" & 13−1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT.TAMCO BUILDINGPRODUCTS, INC.HERITAGEFL18355.1UNDERLAYMENT<< >>30# ASPHALTFL12328.7TAMCO BUILDINGPRODUCTS, INC.SATURATEDORGANINC FELT30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUNDPLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OFTHE 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 PSFBOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF(NON−CONCURRENT)<< >>STEEL STORMHURRICANE SHUTTERS20 GAUGE GALV. EASTERN METAL SUPPLYPER MANUF.ALL ANCHORS ARE 1/4" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)SPACING OF ANCHORS PER MANUFACTURER’S SPAN CHARTFL 22270.1PANELSSPAN CHARTSGLENN DAVIS CBC1261228+40.0 − 40.0 PSFFL21135.11+39.2 −43.7 PSFFL9174.8+/− 58.2 PSF (MIN)FL15332.942SeeSurveyCVRSHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL4-7-2017-015-0092-25-21BERMUDA 1674 B21674 SQFT385 SQFT160 SQFT54 SQFT2280 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCA1BUILDING DEPT.COMMENTS 5-7-21CUBIC VOLUME OFCONDITIONED 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 12612281
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL4-7-2017-015-0092-25-21BERMUDA 1674 B21674 SQFT385 SQFT160 SQFT54 SQFT2280 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCACUBIC VOLUME OFCONDITIONED 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
BR.2BR.3M.BR.DININGGARAGEFAMILY RM.KITCHENLANAIFOYERSHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL4-7-2017-015-0092-25-21BERMUDA 1674 B21674 SQFT385 SQFT160 SQFT54 SQFT2280 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCACUBIC VOLUME OFCONDITIONED 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
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL4-7-2017-015-0092-25-21BERMUDA 1674 B21674 SQFT385 SQFT160 SQFT54 SQFT2280 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCACUBIC VOLUME OFCONDITIONED 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
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL4-7-2017-015-0092-25-21BERMUDA 1674 B21674 SQFT385 SQFT160 SQFT54 SQFT2280 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCACUBIC VOLUME OFCONDITIONED 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
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL4-7-2017-015-0092-25-21BERMUDA 1674 B21674 SQFT385 SQFT160 SQFT54 SQFT2280 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCACUBIC VOLUME OFCONDITIONED 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 6.0SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL4-7-2017-015-0092-25-21BERMUDA 1674 B21674 SQFT385 SQFT160 SQFT54 SQFT2280 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCA1BUILDING DEPT.COMMENTS 5-7-21CUBIC VOLUME OFCONDITIONED 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 12612281
A 6.1SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL4-7-2017-015-0092-25-21BERMUDA 1674 B21674 SQFT385 SQFT160 SQFT54 SQFT2280 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCACUBIC VOLUME OFCONDITIONED 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
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL4-7-2017-015-0092-25-21BERMUDA 1674 B21674 SQFT385 SQFT160 SQFT54 SQFT2280 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCACUBIC VOLUME OFCONDITIONED 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