HomeMy WebLinkAbout17-015-093 Spec Home - 24x36 - 1-26-22 w Plan Review ComentsA−2.0FLOOR PLANA−6.0A−7.0A−4.0A−5.0A−3.0WALL SECTIONS / NOTESINTERIOR ELEVATIONSROOF / 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 YESX122’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 19.9A−8.0HVAC PLAN1/8" ANNEALED3/16" TEMPEREDBUILDING ADDRESS: MORNINGSIDE DEVELOPMENT, LOT 93 _BLOCK *_PHASE IIA, FT. PIERCE, FLORIDAPRODUCT APPROVAL SUBMITTAL AFFIDAVITSH 185420SMOOTH STARFIBER−CLASSICOPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:8068 S.G.D.SLIDING GLASS DOORWINDOW3068IDOPENING BUILDING PERMIT: EXTERIOR SWING DOORPRODUCTMI WINDOWS AND DOORSMI 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:________________________________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.+/− 60.0 PSF (MIN)ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS1/8" ANNEALEDSH 185WINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDSH 185WINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDSH 185WINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDSH 185WINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDSH 185WINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)HEAD: 1/4" X 3−3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:1/4" X 3−3/4" TAPCONS 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.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 FROM WINTERDESIGNTEMPICE BARRIERUNDERLAYMENTREQUIREDFLOODHAZARDSAIRFREEZINGINDEXMEANANNUALTEMPN/AN/AN/A N/A N/ASpeed(mph)Topographiceffects (NA)Weathering Frost linedepthTermiteSee Fig. R301.2(4) Negligible VeryHeavyN/Adkfa b cehgijFL17499.2FL17499.2FL17499.2FL17499.2FL17499.2FL17499.2ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORSALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORSALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORSALL ANCHORS ARE #8 WOOD SCREW (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 10" MAX. O.C., JAMBS: 10" MAX. O.C.ALL ANCHORS ARE #8 WOOD SCREW (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 10" MAX. O.C., JAMBS: 10" MAX. 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)FLOOR LOAD:TOP CHORD: LIVE LOAD: 40 PSF DEAD LOAD: 10 PSFBOTTOM CHORD: LIVE LOAD: 0 PSF DEAD LOAD: 5 PSF<< >>ALUMINUM SOFFITEXTERIOR SOFFITAMERICAN CONSTRUCTIONMATERIALSFL12019+/− 70.0 PSF (MIN)PROVIDE T−NAILS AT 12" O.C. IN F−CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILSATTACHED THROUGH FASCIA AT 16" O.C.ASPHALT SHINGLES<< >>GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 4NAILS PER SHINGLE PLACED 6−1/8" ABOVE BUTT EDGE, APPROX. 1" & 13−1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT.TAMCO BUILDINGPRODUCTS, INC.HERITAGEFL18355.1+40.0 − 40.0 PSF+39.2 −43.7 PSFFL9174.6+/− 40.0 PSF (MIN)FL15332.6FL21135.1142 SeeSurveyLISA MOTTRAM FIELD LICENSE NUMBER: 1264695<< >>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 CHARTSUNDERLAYMENT<< >>FL2569.1SOPREMA, INC.SOPREMA ROOFUNDERLAYMENTSCVRSHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0937-15-21WILSHIRE 1800 B2714 SQ. FT.384 SQFT160 SQFT23 SQFT2367 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.
SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0937-15-21WILSHIRE 1800 B2714 SQ. FT.384 SQFT160 SQFT23 SQFT2367 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 1.0
SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0937-15-21WILSHIRE 1800 B2714 SQ. FT.384 SQFT160 SQFT23 SQFT2367 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 2.0
SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0937-15-21WILSHIRE 1800 B2714 SQ. FT.384 SQFT160 SQFT23 SQFT2367 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 3.0
SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0937-15-21WILSHIRE 1800 B2714 SQ. FT.384 SQFT160 SQFT23 SQFT2367 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 4.0
SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0937-15-21WILSHIRE 1800 B2714 SQ. FT.384 SQFT160 SQFT23 SQFT2367 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 5.0
A 6.0SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0937-15-21WILSHIRE 1800 B2714 SQ. FT.384 SQFT160 SQFT23 SQFT2367 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.
SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0937-15-21WILSHIRE 1800 B2714 SQ. FT.384 SQFT160 SQFT23 SQFT2367 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 6.1
SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0937-15-21WILSHIRE 1800 B2714 SQ. FT.384 SQFT160 SQFT23 SQFT2367 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 7.0
SHEETPROJECT NO.1ST FLR. LIV.GARAGELANAIENTRYTOTAL5-4-202117-015-0937-15-21WILSHIRE 1800 B2714 SQ. FT.384 SQFT160 SQFT23 SQFT2367 SQFTDATE DRAWNDRAWN BY MASTER PLAN REVISIONPLAN REVIEW REVISIONSMCAenarRF I N E H O M E SRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =16,200 CUBIC FEET2ND FLR. LIV. 1073 SQ. FT.A 8.0