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Home My WebLink About17-015-070 Held - Revision 1 - 3-10-21A−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−6.1<< >>1/8" ANNEALED3/16" TEMPEREDBUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDAPRODUCT APPROVAL SUBMITTAL AFFIDAVITALUMINUM SOFFITSMOOTH 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 DOORSMI WINDOWS AND DOORSTHERMA−TRUMANUFACTURERMODEL #GLASSDRAWING INDEXFL12019ATTACHMENT METHODCONTRACTOR:APPROVALPRODUCT+/− 70.0 PSF (MIN)PRESSURESDESIGNW/ SDLT.A−6.2WALL SECTIONS / NOTESA−8.0HVAC PLAN+40.0 − 40.0 PSF+39.2 −43.7 PSFFL9174.8WAYNE 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: 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.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: 16" O.C. MAX., JAMBS: 16" O.C. MAX.1/8" ANNEALEDWINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)1/8" ANNEALEDWINDOWMI WINDOWS AND DOORS+/− 60.0 PSF (MIN)PROVIDE T−NAILS AT 12" O.C. IN F−CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILSATTACHED THROUGH FASCIA AT 16" O.C.+/− 58.2 PSF (MIN)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 cehgijSERIES 420FL15332.9185 SHFL17499.2185 SHFL17499.2185 SHFL17499.2GLENN DAVIS CBC1261228ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.ALL ANCHORS ARE 3/16" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX.1/8" ANNEALEDMI WINDOWS AND DOORSFIXED 185FIXED GLASSFL15349.1+/− 55.0 PSF (MIN)MASONRY 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.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 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 MPHROOF LOAD:TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSFBOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF(NON−CONCURRENT)ASPHALT SHINGLES<< >>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.COMPONENTS 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 19.9HURRICANE SHUTTERSPANELS28 GAUGE GALV.STEEL STORMEASTERN METAL SUPPLY<< >>ALL ANCHORS ARE 1/4" DIA. TAPCONS (1−1/4" MIN. EMBEDMENT)SPACING OF ANCHORS PER MANUFACTURER’S SPAN CHARTSPAN CHARTSPER MANUF.FL 22270.1GLASS 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 18−0725.05FL21135.11CVRSHEETPROJECT NO.LIVINGGARAGELANAIENTRYTOTAL10-2-2017-015-07012-14-20CAYMAN 1560 B1 1560 SQFT372 SQFT144 SQFT86 SQFT2162 SQFTDATE DRAWNDRAWN BY enarMASTER PLAN REVISIONRPLAN REVIEW REVISIONSMCAF I N E H O M E S1BUILDING DEPT.COMMENTS 3-10-21RENAR BUILDERS, LLC3725 SE OCEAN BLVD., SUITE 101STUART, FLORIDA 34996TELEPHONE 772.692.7800 FAX 772.692.9155CGC 1261228CUBIC VOLUME OFCONDITIONED SPACE =12,480 CUBIC FEET11