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HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: DATE FILED: REVISION FEE:... LOCATION/SITE ADDRESS: 31001N Highway A1A - I PElttvliT'2-'08=001�2 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-56652 ` (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: F11 E CO Adding' one more opening of accordion shutters (from 2 openings to 3 openings of accordions) F Y CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: SCC131151041 BUSINESS NAME: Folding Shutter Corporation QUALIFIERS NAME Edward .J Heritage ADDRESS: 1862 Dr Martin Luther King Blvd ST. LUCIE CO CERT. #: CITY:: West Palm Beach STATE: FI . ZIP: 33404 PHONE (DAYTIIVIE): 561=683-4811 FAX: 561-640-8204 ONVNE"UILDER INFORMATION: NN;IVIE:., Steve and Cynthia Gory ADDRESS: 3100 N Highway A1A = Unit 404 Fort Pierce Fl 34949 CITY: STATE: _ ZIP: PHONE (DAYTIME: 305-746-0084 FAX: ARCHITECT/ENGINEER INFORMATION: NAME:. ADDRESS: . CITY: STATE: ZIP: m PHONE (DAYTIME). FAX: SLCCC: 9123109 Revised 06130117 Customer: Gory WorkOrder Number: 06212021015NO302 Unit No.-" ....Wall... ` Pressure Qpan1n Width ,Opening Height Shutter; '; Width ;Shutter Height ;; Slat Length Anchor ,Spacing 1 -59.4 324.875 97.75 324.875 97.75 ' ;; 94.5 6"o.c. :6'o.c. FILE C®Py ASCE 7-16 Design Wind Loads EasySeaL5 For Wall Components & Cladding emysea+mom Wind Pressures [psf] for use with Allowable Stress Design Wind speed v = 170 mph Exposure'D' Ke = 1.0 /LSD Load Combination Coeff: 0.6 KZt = 1.0 Kd = 0.85 Enclosed Bldg GCpi = 0.18 Mean Triburary area at least... 10sgft Triburary area at least... 15sgft Triburary area at least 20sgft Triburary area at least 25sgfit Triburary area at least 30sgft Triburary area at least 35sgft Triburary area at least 40sgft Triburary area at least 50sgft Roof Height 60' to:. Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + - 61 ft,. +53.6 -53.6 +53.6 -98.2 +53.6 -53.6 +53.6 -98.2 1 +53.6 -53.6 _+53.6 -98.2 . +52.6 -52.9 +52.6 -95.5 +51.7 -52.3 +51.7 -93.2 +51.0 -51.9 +51.0 -91.3 +50.4 -51:4 +50.4 -89.7 +49.3 -50.8 +49.3 -86.9 65 ft +54.2 -54.2 +54.2 -99.3 +54.2 -54.2 +54.2 -99.3 +54.2 -54.2 +54.2 -99.3 +53.1 -53.5 +53.1 -96.5 +52.3 -52.9 +52.3 -94.3 +51.6 -52.4 +51.6 -92.3 +50.9 -52.0 +50.9 -90.7 +49.9 -51.3 +49.9 -87.9 70 ft 1 +54.9 -54.9 +54.9 -100.6 +54.9 -54.9 +54.9 -100.6 +54.9 -54.9 +54.9 -100:6 +53.8 -54.2 +53.8 -97.8.. +53.0 -53.6 +53.0 -95.5 +52.2 -53.1 +52.2 -93.5 +51.6 -52.7 +51.6 -91.9 +50.5 -52.0 +50.5 -89.0 75 ft +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +55.5 -55.5 +55.5 -101.8 +54.5 -54.8 +54.5 -99.0 +53.6 -54.2 +53.6 -96.6 +52.9 -53.7 +52.9 -94.7 +S2.2 -53.3 +52.2 -93.0 +51.2 -52.6. +51.2 -90.1 80 ft +56.2 -56.2 - +56.2 -103.0 +56.2 -56.2 +56.2 -103.0 +56.2 -56.2 . +56.2 -103.0 +55.1 -55.4 .+55:1 -100.1 +54.2 -54.9 +54.2 -97.7 +53.5 -54.4 +53.5 -95.7 +52.8 -53.9 +52.8 -94.0 +51.7 -53.2 +51.7 -91.1 85 ft +56.8 -56.8 +56.8 -104.1 +56.8 -56.8 +56.8 -104.1 +56.8 -56.8 +56.8 -104.1 +55.7 -56.0 +55.7 -101.1 +54.8 -55.4 +54.8 -98.8 +54.0 -54.9 +54.0 -96.8 +53.4 -54.5 +53.4 -95.0 +52.3 -53.8 +52.3 -92.1 90 ft +57.3 -57.3 +57.3 -10&1 +57.3 -57.3 ' +57.3 -105.1 +57.3 '57.3 +57.3 -105.1 +56.2 -S6.6 +56.2 -102.2 +55.3 -56.0 +55.3 -99.8 +54.6 -55.5 +54.6 -97.7 +53.9 -55.0 +53.9 -96.0 +52.8 -543 +52.8 -93.0 95 ft +57.9 -57.9 +57.9 -106.1 +57.9 -57.9 +57.9 -106.1 +57.9 -57.9 +57.9 -106.1 +56.8 -57.1 +56.8 -103.1 +55.8 -56.5 +55.8 -100.7 +55.1 -56.0 +55.1 -98.6 +54.4 -55.6 +54.4 -96.9 +53.3 -54.8 +53.3 -93.9 100 ft +58.4 -58.4 .+58.4 -107.1 +58.4 -58.4 +58.4 -107.1 +58.4 -58.4 +58.4 -107.0 +57.3 -57.6 +57.3 -104.0 +56.3 -57.0. +56.3 -101.6 +55.6 -56.5 +55.6 -99.5 +54.9 -56.1 . +54.9 -97.7 +53.8 -55.3 +53.8 -94.7 105 ft +58.9 -58.9 +58.9 -108.0 +58.9 -58.9 +58.9 -108.0 +58.9 -58.9 +58.9 -108.0 +57.8 -58.1 +57.8 -104.9 +56.8 -57.5 +56.8 -102.5 +56.0 -57.0 +56.0 -100.4 +55.4 -56.5 +55.4 -98.6 +54.2 -55.8 +54.2 -95.5 110 ft +59.4 -59.4 +59.4 -108.8 +59.4 -59.4 +59.4 -108.8 +59.4 -59.4. +59.4 -108.8 +58.2 -58.6 +58.2 -105.8 +57.3 -58.0 +57.3 -103.3 +56.5 -57.5 +56.5 -101.2 +55.8-57.0 +55.8 -99.4 +54.7 -56:2 +54.7 -96.3 115 ft +59.8 -59.8 +59.8 -109.7 +59.8 -59.8 +59.8 -109.7 +59.8 -59.8 +59.8 -109.7 +58.7 -59.1 +58.7 -106.6 +57.7 -58.4 +57.7 -104.1 +56.9 -57.9 +56.9 -102.0 1 +56.3 -57.4 +56.3 -100.1 +55.1 -56.7 +55.1 -97.1 120 ft +60.3 -60.3 +60.3 -110.5 +60.3 -60.3 +60.3 -110.5 .+60.3 -60.3 +60.3 -110.5 +59.1 -59.5 +59.1 -107.4 +58.2 -58.9 +58.2 -104.9 +57.4 -58.3 +57.4 -102.7 -+56.7 -57.9 +56.7 -100.9 +55.5 -57.1 +55.5 -97.8 ' 125 ft +60.7 -60.7 +60.7 -111.3 +60.7 -60.7 +60.7 -111.3 +60.7 -60.7 +60.7 -111.3 +59.5 -59.9 +59.5 -108.2 +58.6 -59.3 +58.6 -105.6 +57.8 -58.7 +57.8 -103.5 +57.1 -58.3 +57.1 -101.6 +55.9 -57.5 +55.9 -98.5 130 ft +61.1 -61.1 +61.1 -112.1 +61.1 -61.1, +61.1 -112.1 +61.1 -61,1 +61.1 -112.0 +59.9 -60.3 +59.9 -108.9 +59.0. -59.7 +59..0 -106.3 +58.2 -59.1 +58.2 -104.2, +57,5 -58.7 +57.5 -102.3 +56.3 -57.9 +56.3 -99.2 135 ft +61.5 -61.5 +61.5 -112.8 +61.5 -61.5 +61.5 -112.8 +61.5 -61.5 +61.5 -112.8 +60.3 -60.7 +60.3 -109.6 +59.4 -60.1 +59.4 -107.0 +58.5 -59.5 +58.5 -104.9 +57.8 -59.1 +57.8 -103.0 +56.7 -58.3 +56.7 -99.8 140 ft +61.9 -61.9 . +61.9 A13.5 +61.9 -61.0 +61.9 -113.5 +61.9 -6.1.9 " +61.9 -113.5 +60.7 -61.1 +66.7 ""-110.3 +59.7 -60.5 +59.7 .107.7 +58.9 =59.9 +58.9 -105.5 +5.8.2 -59.4 1 +58.2 403.6 +57.0 -58.6, ' +57.0 7100.4 145 ft +62.3 -62.3 +62.3 -114.2 +62.3 -62.3 +62.3 -114.2 +62.3 -62.3 +62.3 -114.2 +61.1 -61.5 +61.1 -111.0 1 +60.1 -60.8 +60.1 -108.4 +59.3 -60.3 +59.3 -106.2 +58.6 -59.8 +58.6 -104.3 +57.4 -59.0 +57.4 -101.1 150 ft +62.7 -62.7 +62.7 -114.9 +62.7 -62.7 +62.7 -114.9 +62.7 -62.7 +62.7 -114.9 +61.5. -61.8 +61.5 -111.7 +60.5 -61.2 +60.5 -109.0 +59.6 -60.6 +59.6 -106.8 +58.9 -60.2 +58.9 -104.9 -+57.7 -59.4 Y -+57.7 -101,7: 155 ft +63.0-63.0 +63.0 -115.5 +63.0 1 -63.0 1 +63.0 -115.5 +63.0 -63.0 +63.0 -115.5 +61.8 -62.2 +61.8 -112.3 +60.8 -61.5 +60.8 -109.6 +60.0 -61.0 +60.0 -107.4 +59.2 -60.5 +59.2 -105.5 +58.0 -59.7 +58.0 -102.2 .160 ft +63.4 -63.4 +63.4 -116.2 . +63.4 -63.4 . ''+63.4 -116.2 +63.4 -63.4 +63.4 -116.2. +62.1 -62.5 +62.1 1112.9 +61.1 -61.6 •F61.1 -110.3 +60.3 -61.3 +60.3 -108.0 +59.6 -60.8 +59.6 -106.1 +58.4 -60.0 +58.4 -102.8 165 ft +63.7 -63.7 +63.7 -116.8 +63.7 -63.7 +63.7 -116.8 +63.7 -63.7 +63.7 -116.8 +62.5 -62.9 1 +62.5 -113.5 +61.5 -62.2 +61.5 -110.8 +60.6 -61.6 +60.6 -108.6 +59.9 -61.2 +59.9 -106.6 +58.7 -60.3 +58.7 -103.4 170 ft +64.0 -64.0 , +64.0 -117.4 +64.0 -64.0 +64.0 -117.4 +64.0 -64.0 +64.0 -ii7.4 +62.8 -63.2 462.8 -114.1 +61.8 -62.5 +61.8 -111.4 +60.9 -62.0 +60.9 -109.1 +60.2 -61.5 +60.2 -107.2 +59.0 -60.7 +59.0. -103.9 175 ft +64.4 -64.4 +64.4 -118.0 +64.4-64.4 +64.4 -118.0 +64.4 -64.4 +64.4 -118.0 +63.1 -63.5 +63.1 -114.7 +62.1 -62.9 +62.1 -112.0 +61.3 -62.3 +61.3 -109.7 +60.5 -61.8 +60.5 -107.7 +59.3 -61.0 +59.3 -104.4 180 ft +64.7 -64.7 +64.7 -118.6 +64.7-64.7 +64.7 -118.6 +64.7 -64.7 +64.7 -118.6 +614 -63.8 +63.4 -115.2 +62.4 -63.2 +62.4 -112.5 +61.6 -62.6 +61.6 -110.2 +60.8 -62.1 +60.8 -108.3 +59.6 -61.3 +59.6 -104.9 185 ft +65.0 -65.0 +65.0 -119.1 +65.0 -65.0 +65.0 -119.1 +65.0 -65.0 +65.0 -119.1 +63.7 -64.1 +63.7 -115.8 +62.7 -63.5 +62.7 -113.1 +61.8 -62.9 +61.8 -110.8 +61.1 -62.4 +61.1 -108.8 +59.8 190 ft +65.3 -65.3 +65.3 -119.7 +65.3 -65.3 +65.3 -119.7 +65.3 -65.3 +65.3 -119.7 +64.0 -64.4 +64.0 -116.3 +63.0 -63.8 . +63.0 -113.6 +62.1 -63.2 +62.1 -111.3 +61.4 -62.7 +61.4 -109.3' +60t1 195 ft +65.6 -65.6 +65.6 -120.2 +65.6 -65.6 +65.6 -120.2 +65.6 -65.6 +65.6 -120.2 +64.3 -64.7 +64.3 -116.9 +63.3 -64.0 +63.3 -114.1 +62.4 -63.5 +62.4 -111.8 +61.7 -63.0 +61.7 -1Q9. +60.lk !62 3 / +6D 200 ft +65.9 -65.9 +65.9 -120.8 +65.9 -65.9 . +65.9 -120.8 +65.9 -65.9 +65.9 -120.8 +64.6 -65.0 +64.6 -117.4 +63.6 -64.3 +63.6 -114.6 +62.7 -63.7 +62.7 -112.3 +61.9 -63.2 - +61.9 -11Qt3 r(U.7• -42.4' • r +60 • Design conforms to the Code e Florida Building d 7th Ed 2020 . 111 g g ( ) LLI • Tabulated design wind loads are based on ASCE 7-16 specifications for Ocomponents and cladding based on design criteria as noted herein. Z • Where this document is used for permit, applicability of design criteria J noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) `f shall be verified by the contractor & building official prior to construction. C • This specification may be used In conjunction with engineering under LLI separate certification (by this engineer or by others) using Allowable Stress LZ Design (ASD). l.7 • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, FL 33432 ate design winds speed 3-second gust). • Zones 4 & ones respectively) • Wind S eed noted above is ultimate 5 "interior" and "corner' zare as shown to g P ( g ) ( P • Plus (+) & minus (-) signs signify pressures acting toward and away from the right, where the dimension "a" is the minimum of 10% of the building's the exterior component or cladding surface, respectively. least horizontal dimension or 40% of the mean roof height, but never less • Where "Mean (average) Roof Height" cannot be determined, peak roof than 3'-0" or 4% of the least horizontal dimension. height shall be used, except that eave height shall be used for roof angle • This specification Is valid only for use with structures NOT located In the less than or equal to 10". Round up to values shown ne of i e I , i r escarpment, &below 3000' elev. • Wind pressures are applicable to all building floors. ii 4c tlo s� a[d f e wi buildings of any Risk. Category, • Tabulated wind pressures are valid for all roof slopes; no reduction for including essential facilities and buildings or other structures that roof slope:5 10" has been considered. represent a substantial hazard to human life In the event of failure. • Tributary Area noted in table (effective wind area) is equal to the • Design Is based on structure classification as Enclosed Bldg minimum of [height x width] or [ht x ht / 3]. Round down to values shown. Copyright ©2021 Easy Seals rev 07/21 Ju e' at r I • -Yong tiChristiarti On( WALL ELEVATION _ dc No.%Al .7 ;106.9 �;s' • i 61neerp's _&5'6aL L PE ,170D