HomeMy WebLinkAboutAPPROVED, 17-015-077 Reid - Revision 1 - 4-28-21 - Elec. signed and sealed plansA−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−6.1DRAWING 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 PLANA−8.0<< >>1/8" ANNEALED<< >>3/16" TEMPEREDBUILDING ADDRESS: LOT 82 − PHASE IIA, MORNINGSIDE DEVELOPMENT, FT. PIERCE, FLORIDAPRODUCT APPROVAL SUBMITTAL AFFIDAVITSTEEL STORMHURRICANE SHUTTERSALUMINUM SOFFIT185 SHSERIES 42028 GAUGE GALV.SMOOTH STARFIBER−CLASSICOPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS:8068 S.G.D.EXTERIOR SOFFITSLIDING GLASS DOORWINDOW3068IDOPENING BUILDING PERMIT: EXTERIOR SWING DOORPRODUCTAMERICAN CONSTRUCTIONMATERIALSMI WINDOWS AND DOORSEASTERN METAL SUPPLYMI WINDOWS AND DOORSTHERMA−TRUMANUFACTURERMODEL #GLASSFL 22270.1PER MANUF.FL12019ATTACHMENT METHODCONTRACTOR:APPROVALPRODUCT+/− 50.0 PSF (MIN)PRESSURESDESIGNW/ SDLT.WAYNE DALTONMODEL 9100<< >>OVERHEAD DOOR16070 OVHD3/16" TEMPEREDASPHALT SHINGLES<< >>HERITAGESTEEL 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.FL17499.2+/− 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 ANCHORS1/8" ANNEALEDWINDOWMI 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 ANCHORSWINDOWMI WINDOWS AND DOORS+/− 55.0 PSF (MIN)WINDOWMI WINDOWS AND DOORS+/− 55.0 PSF (MIN)ALL ANCHORS ARE 1/4" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)SPACING OF ANCHORS PER MANUFACTURER’S SPAN CHARTGALV. 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.PROVIDE T−NAILS AT 12" O.C. IN F−CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILSATTACHED THROUGH FASCIA AT 16" O.C.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.1/8" ANNEALEDWINDOWMI 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 ANCHORSNOT USED+/− 55.0 PSF (MIN)MI WINDOWS AND DOORSWINDOWMI WINDOWS AND DOORS185 PWFIXED GLASSFL15349.5FIXED GLASSMI WINDOWS AND DOORSNOTE: 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 cehgij185 SH185 SH185 SH185 SH185 SHFL15349.5185 PWTAMCO BUILDINGPRODUCTS, INC.FL17499.2FL17499.2FL17499.9FL17499.9FL17499.9GLENN DAVIS CBC1261228FL18355.1UNDERLAYMENT<< >>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.COMPONENTS 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 YESX123’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 MPHROOF 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 PSFALL ANCHORS ARE #8 WOOD SCREWS (1−1/4" MIN. EMBEDMENT)ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLYALL ANCHORS ARE #8 WOOD SCREWS (1−1/4" MIN. EMBEDMENT)ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLYALL ANCHORS ARE #8 WOOD SCREWS (1−1/4" MIN. EMBEDMENT)ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLYALL ANCHORS ARE #6 WOOD SCREWS (1−1/4" MIN. EMBEDMENT)ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLYALL ANCHORS ARE #6 WOOD SCREWS (1−1/4" MIN. EMBEDMENT)ANCHORS 3" FROM CORNERS, SPACED 12" MAX. HORIZONTALLY AND VERTICALLYPANELSSPAN CHARTS1/8" ANNEALED1/8" ANNEALED1/8" ANNEALED1/8" ANNEALED1/8" ANNEALEDGLASS BLOCK8"x8"x4" THICKSEVES GLASS BLOCK, INC.+/− 75.0 PSF (MIN)PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEADAND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENTIMPACT GLASSNOA 18−0725.05+50.0 −63.0 PSF+40.0 − 40.0 PSFFL21135.11+39.2 −43.7 PSFFL9174.8+/− 58.2 PSF (MIN)FL15332.9+50.0 −63.0 PSFCVRSHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-24-2117-015-0771-24-21BERKSHIRE 2177 B22177 SQFT367 SQFT24 SQFT28 SQFT2596 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 4-28-21CUBIC VOLUME OFCONDITIONED SPACE =19,593 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228111
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-24-2117-015-0771-24-21BERKSHIRE 2177 B22177 SQFT367 SQFT24 SQFT28 SQFT2596 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 4-28-21CUBIC VOLUME OFCONDITIONED SPACE =19,593 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 1.0
FOY.ENTRYBR.3M.BR.BR.2M.BATHFAM.GARAGELIVINGDININGKIT.BKFT.BR.4SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-24-2117-015-0771-24-21BERKSHIRE 2177 B22177 SQFT367 SQFT24 SQFT28 SQFT2596 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 4-28-21CUBIC VOLUME OFCONDITIONED SPACE =19,593 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 2.0
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-24-2117-015-0771-24-21BERKSHIRE 2177 B22177 SQFT367 SQFT24 SQFT28 SQFT2596 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 4-28-21CUBIC VOLUME OFCONDITIONED SPACE =19,593 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 3.011111
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-24-2117-015-0771-24-21BERKSHIRE 2177 B22177 SQFT367 SQFT24 SQFT28 SQFT2596 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 4-28-21CUBIC VOLUME OFCONDITIONED SPACE =19,593 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 4.0
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-24-2117-015-0771-24-21BERKSHIRE 2177 B22177 SQFT367 SQFT24 SQFT28 SQFT2596 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 4-28-21CUBIC VOLUME OFCONDITIONED SPACE =19,593 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 5.0
A 6.0SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-24-2117-015-0771-24-21BERKSHIRE 2177 B22177 SQFT367 SQFT24 SQFT28 SQFT2596 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 4-28-21CUBIC VOLUME OFCONDITIONED SPACE =19,593 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 12612281
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-24-2117-015-0771-24-21BERKSHIRE 2177 B22177 SQFT367 SQFT24 SQFT28 SQFT2596 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 4-28-21CUBIC VOLUME OFCONDITIONED SPACE =19,593 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 6.1
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-24-2117-015-0771-24-21BERKSHIRE 2177 B22177 SQFT367 SQFT24 SQFT28 SQFT2596 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 4-28-21CUBIC VOLUME OFCONDITIONED SPACE =19,593 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 7.0
SHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL1-24-2117-015-0771-24-21BERKSHIRE 2177 B22177 SQFT367 SQFT24 SQFT28 SQFT2596 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 4-28-21CUBIC VOLUME OFCONDITIONED SPACE =19,593 CUBIC FEETRENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228A 8.0