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HomeMy WebLinkAboutRevision - Plans 2TABLE R301.2(1) CUMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS' AIR FREEZING MEAN ANNUAL C,� Tt�1� Frrailine° Te1M�c LOAD („Wh) �k(,NA) ra CATEGORY �„ TEMP REQUIRED" 1NDEr� TEMPI WA See Frg. R301 2(4) NIA ` Negi gas WA Very NFA NIA WA - + Hey" - - - - - For St 1 prxad per sgrwe foot = R 0479 kPa, 1 mde pez twrx= 0447 rrVS aThe IFFdao1„raa`rmi uni+s shall be tleternVled TOM ASTM C 34, C 55, C 62. C 73, C 90, C 129, C 145, C 216 a' C 652. b. Reserve C. Termite infestation per Figure R301.2(6) is'very heavy-' d. VYnd speed shal' be from the bas wrrM speed map [Figure R3D1.2(4)1. VViId axPosrae catcgwY 9tsai{ Se deNermead w1 P "1e-sp�eh®61 aecrntlanCe will: Section R301 2.1 4. e. The arAdooe desgn dry-brft ierrWM" sV ff be sc4ecid kam #0 ak:^mrs of 87 t7ZVWOM vahres dOr wcaAer twn:.ppeodix DafhelFl09m Blildrlg Corte, Plund,ing Deviabn from the Appendix D teOlparaturas shad be pwMAtM to reflect local ctimaie+w kx-A wcaftc ezpenarlce as d brmiud.b, t-b A&V Official f Reserved g. Tfie appkcatY� gcerrug body . by .__._, floodp!an 6OOdCiein nercrd adirratvFs, speofi� :a) t±e da;a of tee,vnsdl`6MY NiD►le td>&orwl Fu-,1 Instmance Program jdate of adapban of rie first code ur ordxrmlca for manage OF aaad hazard areas), (b) gee dab z) ofthe Flood NwAsi a SkI* and (C) the panei nu.,b rz and daies of ad currsnty eftdiva FIRM and FBFM, Or oVre+%c d hazard map adopted try the auffy day hevarg luri.vlklim, reaamaretled h. Reserved. Re wi d j. Reserved. k Reserve 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. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 2,353.3 SO. FT. VENTILATION AREA REQUIRED - 2.343.0 SO. FT. / 150 (F.B.C. R8O6.2) = 15.67 SQ. FT. PARAMETERS UNEAR FEET OF 16' WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', S' VdDE SOFT IT = 49.0' SQUARE FOOTAGE OF SOFFIT = (155.5' X 1.33) + (43.1' X 1.0') + (49.0' X .67) = 296.0 SQ. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 ',Q. IN. = 24.14 SO. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED - 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: 9305 PORTSIDE DRIVE, FT. PIERCE, FLORIDA 34945 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED ©LASS, WINDOWS, & SKYLIGHTS: CONTRACTOR: GLENN DAVIS CBC1261228 OP LDING PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA- T RU 3/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA X 21/4" W/ SDLT. SMOOTH STAR I TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD: 5/16" X 1.5/8" LAG SCREW (FULLY THREADED) HEX 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON «» WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4- MIN. EMBEDMENT) 8068 S.G.D. , SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" O WINDOW WINDOW GLASS BLOCK O 0 Q WINDOW Q WINDOW Q WINDOW ASPHALT SHINGLES EXTERIOR SOFFIT HURRICANE SHUTTERS I have reviewed the above product approval information and approved it. , Name: M ( r'uQ� 'P"(}yl Signature'•a� Certfication Number: �✓ �?1(� Date: 124 1 f / v 185 SH 185 SH 8"x8"x4" 185 SH 185 SH 185 SH CAMBRIDGE AR ALUMINUM SOFFIT ..SAFETY EDGE" STORM PANELS DRAWING INDEX CVR INDEX J PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-6.2 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN MI WINDOWS AND DOORS 9 1/8" ANNEALED MI WINDOWS AND DOORS 1/8" ANNEALED MULIA, INC. I MI WINDOWS AND DOORS 1/8" ANNEALED MI WINDOWS AND DOORS 1/8" ANNEALED MI WINDOWS AND DOORS 11/8" ANNEALED O.C. MAX. SILL: SPACED 6" FROM CORNERS, 1T' O.C. MAX. ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. PRODUCT APPROVAL FL15225.5 FL9174.6 FL15332.6 FL17499,2 DESIGN PRESSURES +40.0 - 40.0 PSF +39.2 -43.7 PSF +/- 40-0 PSF (MIN) +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-114" MIN, EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2)1/4" DIA. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 15-0916.12 +J- 90.0 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.G. MAX. FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.G. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 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. FL17499.2 I +/- 60.0 PSF (MIN) GALV" ROOFING NAILS, 1 i OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO TAMKO BUILDING «>> I PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS, INC. EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. AMERICAN CONSTRUCTION PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS MATERIALS «>> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +l- 50.0 PSF (MIN) TOWN & COUNTRY METHOD OF ATTACHMENT: DIRECT MOUNT INDUSTRIES INC. «>> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856.2 +/-54.0 PSF (MIN) ' 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" COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE �0 to 19.9 46.1 PSF / -50.0 PSF 20 TO 49.9 44.0 PSF / -47.9 PSF 50 TO 99.9 41.2 PSF / -45.1 PSF 100 TO 499.9 39.2 PSF / -43.1 PSF 1500 AND ABOVE 34.3 PSF / -38.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -61.7 PSF 20 TO 49.9 44.0 PSF / -57.5 PSF 50 TO 99.9 41.2 PSF / -52.0 PSF 100 TO 499.9 39.2 PSF / -47.9 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF PROJECT & CODE DATA 'PLANS DESIGNED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' OVERHANG: 1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X : p '711J NT CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED PLAN REVIEW REVISION MASTER PLAN REVISION 5-16-17 u> Ln rn N Cn W rn Z M n ti Q ctW� (D x z U_ _j (D �J1 LL tl LL (D}� ULI -4 c� ZQm0 W m ^ 0 W W (> (A Z =^1Z0 W 2 W J W F_ PROJECT NO. 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SOFT LANAI 120 SQFT ENTRY 38 SQFT TOTAL 2308 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET CVR THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS GT, LLCTr (`nL•;•n Qi`n`n�;zc ��; rc:., REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO R EVIERWeB, roll r , e: a /f COMPLY WITH ALL APPLICABLE CODES. 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