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Home My WebLink About2006-0514 Renar PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PLAN REVIEW REVISIONS BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT 116 / BLOCK* / PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: JEFF MOTTRAM OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING PRODUCT MODEL# MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN ID APPROVAL PRESSURES MASTER PLAN REVISION HEAD:#10 X 2-1/2"WOOD SCREWS SPACED 3"FROM CORNERS,3"&6"FROM MULLION. 11-7-1$ 3068 EXTERIOR SWING DOOR FIBER-CLASSIC THERMA-TRU 3/16" TEMPERED JAMBS:#10 X 2-1/2"WOOD SCREWS SPACED 3"FROM CORNERS,14"O.C.MAX. SILL:1/4" SMOOTH STAR DIA,X 2-1/4"TAPCONS SPACED 3"FROM CORNERS,3"&6"FROM MULLION. FL15225.5 +/- 67.0 PSF (MIN) STEEL TRACK BRACKET TO WOOD:5/16"X 1-518"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 FL9174.6 +39.2 -43.7 PSF ti ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) �I 8068 S.G.D. SLIDING GLASS DOOR 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6"FROM CORNERS,17"O.C.MAX. JAMBS:SPACED 6"FROM CORNERS,17" Lo O.C.MAX. SILL:SPACED 6"FROM CORNERS,17"O.C.MAX. FL15332.6 +/- 40.0 PSF (MIN) O w ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) O WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 4 ANCHORS, JAMBS:6 ANCHORS 1 1 FL17499.2 +/- 60.0 PSF (MIN) � � � �i co MASONRY ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT),WOOD ANCHORSARE#10 WOOD SCREW(138" (mil O RY FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED 3 AT SILL..WOOD ANCHORS:/ NCHO S/3" N.FIRO COR CORNERS, SO CNMAXNCHORS:3"FROM CORNERS, FLi 5349.9 +/- 55.0 PSF (MIN) q \ q ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) r O WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 3 ANCHORS, JAMBS:6 ANCHORS +/- 60.0 PSF (MIN)FL17499.2 FL17499.2 � ) ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) �I 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 3 ANCHORS, JAMBS:5 ANCHORS +� 60.0 PSF MIN FL17499.2 (MIN) +� MASONRY ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT),WOOD ANCHORS-38"MIN.EMBEDMENT).MASORY (tea FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE OD SCREW(1 3 AT SILL.10WOOD ANCHORS:/ NCHOS/3"FROM CORNERS,16"O CNMAX ANCHORS:3"FROM CORNERS, FL15349.9 +/-55.0 PSF(MIN) QI W ti C0 O CO 30# ASPHALT 30#FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED 2" FASTENED WITH 1" ROUND UNDERLAYMENT SATURATED TAMCO BUILDING « >> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 O ORGANINC FELT PRODUCTS, INC. THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12"O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6"O.C. GALV.ROOFING NAILS,11 OR 12 GA.,WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO ASPHALT SHINGLES HERITAGE TAMCO BUILDING « >> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8"ABOVE BUTT FL18355.1 PRODUCTS INC. EDGE,APPROX.1"&13-1/2"FROM EACH END&1/2"ABOVE EACH CUTOUT. AMERtCAN CONSTRUCTION PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS « >> ATTACHED THROUGH FASCIA AT 16"O.C. FL12019 +/-70.0 PSF (MIN) 20 GAUGE GALV. EASTERN METAL SUPPLY to HURRICANE SHUTTERS STEEL STORM « >> ALL ANCHORS ARE 1/4" DIA. TAPCONS(1-1/4" MIN. EMBEDMENT) FL 22270.1 PER MANUF. rn PANELS SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART SPAN CHARTS o rn V_ W co N Ct w V5 �_ N Z J ix O CO 0 � " w Jm0 ('0CV J 0 X Uj (P 0 QOQNU TABLE GEOGRAPHIC D Uj LU W CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA COMPONENTS AND CLADDING WIND PRESSURES PER LU � O GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN 1 have reviewed the above product approval PROJECT & CODE DATA 2017 FLORIDA BUILDING CODE � _ SNOW Speeds Topographic DESIGN � Weatheringe Frost line° Termite` DESIGN UNDERLAYMENT HAZARDS° FREEZING ANNUAL Information and approved it. LOAD (mph) affectsk(NA) CATEGORY depth TEMP REQUIRED INDEX TEMP `') IZ E NE R Z COEFFICIENTS INTER N USIG INTERIOR O NIA See Fig.R301.2(4) N/A Negligible N/A Very N/A N/A N/A Name: W Heavy J For St l pound per square foot=0.oa79kPa,l mile per hour=0.4a7m/s. Signature: *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION) AREA OF OPENINGS DESIGN LIJ a. Weathering is"neglible"for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The glade of masonry units shall be determined (SO. FT.) PRESSURE from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or C 652. TYPE OF CONSTRUCTION: CBS X FRAME b. Reserved. Certification Number: 0 to 19.9 27.7 PSF / -30.0 PSF c. Termite infestation per Figure R301.2(6)is'Yery heavy." w 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 accordance BUILDING DESIGN• ENCLOSED X OPEN PARTIALLY ENCLOSED 20 TO 49.9 wd.ith section tdooeR301.design Date: 26.4 PSF / -28.0 PSF e. The outdone design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Florida Building Code, Plumbing. DevratronsfromtheAppendrxDtemperaturesehallbepertnitteatoreflectlocalclimataSarlocalw�+t'erexpenanceastlatermmedby ,abuiIdingcial. I. Reserved. ULTIMATE DESIGN WIND SPEED•140 MPH 160 MPH X 170 MPH 50 TO 99.9 24.7 PSF / -27.0 PSF g.In The applicable governing body shall,by local or ordinance ce fo m management ordinance,specify(a)the date()ofjurisdictionshloI entry into the National Flood 100 TO 499.9 23.5 PSF / -25.0 PSF PROJECT Insurance 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)the NOMINAL DESIGN WIND SPEED• 124 MPH �+ - panel numbers and dates of all currently effective FIRM and FBFM,or other flood hazard map adopted by the authority having jurisdiction,as amended. 500 AND ABOVE 20.6 PSF / -22.0 PSF h. Reserved, i; Reserved, I. Reserved. :DRAWING INDEX BUILDING CATEGORY II NO. 17-015-110 k. Reserved. USING END ZONE COEFFICIENTS NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES EXPOSURE: B AREA OF OPENINGS DESIGN DATE DRAWN 4-30-20 WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS CVR INDEX/ PROJECT INFORMATION DRAWN BY MCA THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE INTERNAL PRESSURE COEFFICIENT: +/-0.18 (SO. FT.) PRESSURE SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. A-1.0 FOUNDATION PLAN IMPORTANCE FACTOR: 1 0 to 19.9 27.7 PSF / -37.0 PSF BERMUDA 1674 B2 A-2.0 FLOOR PLAN 20 TO 49.9 26.4 PSF / -34.0 PSF NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE A-3.0 BUILDING ELEVATIONS MEAN BUILDING HEIGHT: 15' 50 TO 99.9 24.7 PSF / -31.0 PSF LIVING 1674 SQFT REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE OVERHANG: 1.33 FT ROOF PITCH: 6 /12 100 TO 499.9 23.5 PSF / -28.0 PSF GARAGE - 385 SQFT FLAME SPREAD INDEX OF NOT MORE THAN 200 AND A-4.0 ROOF/ FRAMING PLAN COMPONENTS AND CLADDING WIND PRESSURES: 500 AND ABOVE 20.6 PSF / -22.0 PSF COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 A-5.0 ELECTRICAL PLAN LANAI 160 SQFT AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) THAN 450. A-6.0 WALL SECTIONS/NOTES ATTIC VENTILATION CALCULATION: SHUTTERS: YES X NO ENTRY 54 SQFT VENTILATION REQUIRED: A-6.1 WALL SECTIONS /NOTES IMPACT RESISTANT ASSEMBLY: YES NO X ATTIC AREA = 2,353.3 SQ. FT. TOTAL 2280 SQFT VENTILATION AREA REQUIRED = 2,201.0 SQ. FT. / 150 (F.B.C. R806.2) = 14.67 SQ. FT. A-7.0 HVAC PLAN ROOF LOAD: PARAMETERS: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: PSF CUBIC VOLUME OF LINEAR FEET OF 16" WIDE SOFFIT = 207.2' SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.33') = 275,6 SQ. FT. MICHAEL C. ANDERSON CONDITIONED SPACE _ BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF CONDITIONED CUBIC FEET NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. (NON-CONCURRENT) ,�`"',�','� ^- VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 275.6 SQ. FT. X 11.74 SQ. IN. / SO. FT. X 1 SQ. FT. / 144 SQ. IN. = 22.47 SO. FT. CONCLUSION: VENTILATION PROVIDED = 22.47 SQ. FT. > VENTILATION REQUIRED = 14.67 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE SHEET ARCHITECT OF RECORD ^- l ^ !~MICHAEL C. ANDERSON, FL. LIC. AR0017305CVR 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 � (772)418-2118 � PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE-RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305