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HomeMy WebLinkAboutPROJECT INFORMATION6Z/ G,% 9,/; 05/09/2014 :19 0250 P.001/001 1.mpoct Windows A dw6ivn of loimnp snmin tmp.tvv IdE9 , COMPLETE HURRICANE PROTECTION SOLUTIONS SCANNED BY Job #04262018026 St Lucie County HOMEOWNER'S ASSOCIATION BOARD APPROVAL Folding Shutter Corporation requests the approval for the Installation of: 1111miin — 2900 N AIA, Unit# X Address Votttlilg 9HIIHei (orpatetfoti •egrces -to tlnstalt-1he •typo anti' color 6f turrfeane shutters as stated above. Please sign bef w.. fT the peoduet., and'ealbir viftf 'I andTiffe Manager .n D wwwwwwwwwwxwwxwwwwwwwwwwwwwwwxwwwwwwwwwwwwxxv,xwwxwwwwxwwwwwwwwwwwwxwwwww Please email the signed approval to: MARIAIIR(n.I:0t DINGSIIVTTF,RS.C.OM or fax it to 7089" ' ennttreet Place - • West Palm. Beath - 6lorf& 3N4+13 Tel 800=643-6371 - 561-683-4811 - Fax 561-640-8204 www,foldingshutters.com www.castlelmpactwlndows,cam T /T 3JKd SOZ689VZLL MI111V WV SE:.80 8TOZ'.60'AEI EasyP rr Seats easysealscom /SCE 7-10 Design Wind Loads For Wall Components & Cladding Wind Pressures [pso For use with Allowable Stress Design Wind speed V = 160 mph Exposure'D' ASD Load Combination Coefficient: 0.6 KZt - 1.0 Kd - 0.85 Enclosed Bldg GCpi o 0.18 Mean Tributary area at least... 10 sgft Triburary area at least... 15 sgft Triburary area at least 20 sgft Triburary area at least 25 sgft Triburary area at least 30 sgft Triburary, area at least 35 sgft Triburary area at least 40 sgft TO ar eat 50 sgft Roof Heigh[ 60'to: Zone Interior + Zone Corner + Zone Interior + Zone Corner + Zone Interior + Zone Corner + Zone4 Interior Zone Corner + Zone Interior + Zones Comer + Zone Interior + Zones Corner + - Zone4 Interior + Zone Corner + Zone Interior Zone Corner + 51 ft +47.5 -47.5 +47.5 -87.0 +47.5 -87.5 +47.5 -8-7.0 '+47.5 47.5 +47.5 -87.0 +46.5 46.9 1 +46.5 -84.6 +45.8 46.4 +45.8 -82.6 +45.2 45.9 +45.2 -80.9 +44.6 45.6 . +44.6 -79.4 +43.7 45.0 +43.7 -77.0 65 ft +48.0 -48.0 +48.0 -88.0 +49.0 49.0 +48.0 -88.0 +48.0-48.0 +48.0 -88.0 +47.1 -47.4 +47.1 -85.5 +46.3 46.9 +46.3 -83.5 +45.7 46.4 +45.7 -81.8 +45.1 46.1 +45.1 -80.3 +44.2 -45.5 +44.2 -77.9 70 f +48.6 48.6 ♦48.6 -89.1 +48.6 48.6 +48.6 -89.1 +48.6 -48.6 +48.6 -89.1 +47.7 -48.0 +47.7 -86.6 +46.9 47.5 1 +46.9 -84.6 +49.3 47.0 1 +46.3 -82.9 +45.7 46.7 1 +45.7 -81.4 _, +44.8 -46.0 - +44.8 -78.9 75 ft +49.2 -49.2 +49.2 -90.2 +49.2 49.2' +49.2 -90.2 +49.2 -49.2 +49.2 -90.2 +49.3 -48.6 +48.3 -87.7 +47.5 48.0 +47.5 -85.6 +46.8 47.6 +46.8 -83.9 +46.3 47.2 +46.3 -82:3 +45.3 46.6 +45.3 -79.8 80 ft +49.8 49.8 . +49.8-91.2 +49.8 49.8 +49.8 -91.2 - `+49.8 -49.6 - +49.8-91.2 +48.8 49.1 +48.8 .88.7 +48.6 48.6 +48.0 -86.6 +47.4 48.1 +47.4 -84.8 +46.8 -47.8 - +46.8 =83.3 +45.8 -47.1. +45.8 -80.7 85 ft +50.3 -50.3- +50.3 -92.2 +50.3 -50.3 +50.3 -92.2 +50.3 -50.3 +50.3 -92.2 +49.3 49.6 +49.3 .89.6 +48.5 49.1 +48.5 -87.5 +47.9 -48.7 +47.9 -85.7 +47.3 48.3 1 +47.3 -84.2 1 +46.3 47.6 +46.3 -81.6 90 ft +50.8 -50.8 +50.8 -93.1 +50.9 .50.8, +50.8 -93.1 +50.8 -50.8 +50.8 -93.1 +49.8 -50.1 +49.8 -90.5 +49.0 49.6 +49.0 -88.4 +48.3 49.1 +48.3 -86.6 +47.7 -48.8 +47.7 -85.0-. +46.8 48.1 346.8 -82.4 96 ft +51.3 -51.3 +51.3 .94.0 +51.3 -51.3 +51.3 -94.0 +51.3 -51.3 +51.3 -94.0 +50.3 -50.6 +50.3 -91.3 +49.5 -50.1 +49.5 -89.2 +48.8 49.6 +48.8 -87.4 +48.2 49.2 +48.2 .85.8 +47.2 48.6 +47.2 .83.2 100 ft +51.7 -51.7 +51.7 -94.8 +51.7 -51.7 +51.7 -94.8 -SL7 +51.7 -94.8 +50.7 -51.1 +50.7 .92.2 +49.9 -50.5 +49.9 -90.0 +49.2 -50.1 +49.2 .88.2 +48.6 49.7 +48.6 -86.6 +47.6 49.0. t47.6!,=` +52.2 -52.2 +52.2-95.6 +52.2-52.2 +52.2-95.6 +52.2 -52.2 +52.2 -95.6 +51.2 -51.5 +51.2'105ft -93.0 +50.3 -50.9 +50.3 .90.8 +49.6 -50.5 +49.6 .88.9 +49.0 -50.1 +49.0 -87.3 +48.0 494 +48.0 �.3 110 ft +52.6 -52.6 +52.6 -96.4 +52.6 .52.6 +52.6-96.4 +52.6 -52.6 +52.6-96.4 +51.6 -51.9 +51.6 -93.7 +50.7 -51.4 +50.7-91.5 +50.0 -50.9 +50.0 -89.6 +49.4 -50.5 +49.4 -88.0- +48.449.8 +48.4 -85 115 ft +53.0 -53.0 +53.0 .97.2 +53.0 .53.0 +53.0 -97.2 +53.0 -53.0 +53.0 -97.2 +52.0 -52.3 +52.0 -94.4 +51.1-51.8 +51.1 -92.2 +50.4 -51.3 +50.4 -90.3 +49.8 -50.9 +49.8-88.7 +48.8 -86.0 120 k +53.4 -53.4 +53.4 -97.9 +53.4 -53A +53.4-97.9 +53A -53.4 +53.4 -97.9 +52.4 -52.7 +52.4 -95.1 +51.5 .52.1 +51.5 .92.9 +50.8 .51.7 +50.8 -91.0 +50.2 -51.3 +50.2 -894 +49.2 -50.6' +49.2 -86.6 12 ft+53.8-53.8 +53.8 -98.6 +53.8 -53.8 +53.8 -98.6 +53.8 -53.8 +53.8 -98.6 +52.7 -53.1 +52.7 -95.8 +51.9 -52.5 +51.9 .93.6 +51.2 .52.0 +51.2 .92.7 +50.6 .51.6 +50.6-90.0 +49.5 -97.2 130 ft +54.1 -54.1 +54.1 -99.3 +54.1 -54.1 +54.1 -99.3 +54.1 -54.1 +54.1 -99.3 +53.1 -53.4 +53.1 -96.5 +52.2 -52.9 +52.2 .94.2 +51.5 -52.4 +51.5 -92.3 +50.9 .52.0 +50.9 -90.6 +49.9 -51.3 +49.9-87.8 135 ft +54.5 -54.5 +54.5 .99.9 +54.5 -54.5 +54.5 .99.9 +54.5 -54.5 +54.5 -99.9 +53.4 -53.6 +53.4 -97.1 +52.6 -53.2 +52.6 .94.8 +51.9 .52.7 +51.9 .92.9 +51.2 .52.3 +51.2 -91.2 +50.2 .51.6 +50.2 .88.4 140 ft +54.8 -54.8 +54.8-100.5 +54.8-54.8 +54.8 .+SL7 -100.5 +54.8 -54.8 +54.8 -100.5 +53.8 -54.1 +53.8 -97.7 +52.9 -53.6 +52.9 -95.4 +52.2 -53.1 +52.2 :93.5 +51.6 -52.7 +51.6 -91.8- +50.5 -51.9 +50.5 -89.0 145 ft +55.2 -55.2 +55.2 -101.2 +55.2 -55.2 +55.2 -101.2 +55.2 -55.2 +55.2 -101.2 +54.1 -54.5 +54.1 -98.3 +53.2 -53.9 +53.2 -96.0 +52.5 .53.4 +52.5 .94.0 +51.9 .53.0 +51.9 -92.4 +50.8 -52.3 +50.8 -89.5 150 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 +54.4 -54.8 +54.4 -98.9 +53.6 -54:2 +53.6 -96.6 +52.8 -53.7 +52.8 -94.6 +52.2 -53.3 +52.2 -92.9 +51.1 -52.6 '+51.1 -90.0-\,' . 155 ft +55.8 -55.8 +55.8 .102.3 +55.8 -55.8 +55.8 -102.3 +55.8 -55.8 +55.8 -102.3 +54.7 -55.1 +54.7 -99.5 +53.9 -54.5 +53.9 .97.1 +53.1 -54.0 +53.1 .95.1 +52.5 .53.6 +52.5 -93.4 +51.4 -52.9 +51.4-90.6 .160 ft +56.1-56.1 +56.1 -102.9 +56.1 -56.1 +56.1 -102.9 +56.1 -56.1 +56.1 -102.9 +55.0 -55.4 +55.0 -100.0 +54.2 -54.8 +54.2 .97.7 +53.4 -54.3- +53.4 -957 +52.8 .53.9 +52.8-93.9 +51.7 -53.2 +51.7 -91.1 165 ft +56.4 -56.4 +56.4 .103.5 +56.4 .56.4 +56.4 -103.5 +56.4 -56.4 +56.4 -103.5 +55.3 -55.7 +55.3 -100.6 +54.5 -55.1 +54.5 -98.2 +53.7 -54.6 +53.7 -96.2 +53.1 -54:2 +53.1 -94.5 +52.0 -53.5 +52.D -91.6 .170 ft' +56.7 -56.7 +56.7 -104.0 +56.7 -56.7' +56.7 -104.6 +56.7 -56.7 +56.7 -104.0 +55.6 -56.0 +55.6 -101.1 +54.7 -55.4 +54.7 .98.7 +54.0 .54.9 +54.0 .96.7 +53.3 -54.5 +53.3 -94.9 +52.2 -A7 +52.2 .0 -_92- 175 ft +57.0-57.0 +57.0-104.5+57.0-57.0 +57.0 -104.5 +57.0 -57.0 +57.0 -10 +55.9 -56.3+55.9 -101.6+55.0 -55.7+55.0 -99.2+54.3 -55.2+54.3 -97.2+53.6 -54.7+53.6 -95.4 +525 -54.0 +52.5 180 ft +57.3-57.3 +57.3 -105.0 +57.3 -57.3 +57.3 -105.0 +57.3 -57.3 +57.3 +56.2 -56.6 +56.2 -102.1 +55.3 -56.0 +55.3 .99.7 +54.5 .55.4 +54.5 -97.7 +53.9 -55.0 +53.9 -95.9 +52.8 -54.3 +52.8/ 185 ft +57.6 -57.6 +57.6 -105.5 +57.6 .57.6 +57.6-105.5 +57.6-57.6 +57.6 +56.5 -56.8 +56.5 -102.6 +55.6 -56.2 +55.6 -100.2 +54.8 -55.7 +54.8 -98.1 +54.1 -55.3 +54.1 -96.3 +53.0 -54.5 +53.0-93.444 190 ft +57.8 -57.8 +57.8 -166.0 +57.8 -57.8, +57.8 .106.0 +57.8 -57.8 +57.8 +56.7 -57.1 +56.7 -303.1 +55.8 -56.5 +55.8 -100.6 +55.0 -56.0 +55.0 -98.6 +44 +53.3 -54.8 +53.3 -93. 8 195 ft +58.1 -58.1 +58.1 -106.5 +58.1 .58.1 +58.1 -106.5 +58.1-58.1 +58.1 +57.0 -57.3 +57.0 403.5 +56.1 -56.7 +56.1 -101.1 +55.3 .56.2 +55.3 .99.0 +54.6 -55.8 +54.6-97.2 +53.5 -55.0 +53.5 -94.3 ft +58.4-58.4 +58.4 -107.0 +58.4 -56.4 +58.4 -107.0+58.4-58.3 +58.40 +57.2 -57.6 +57.2 -104:0 +56.3 -57.0 +56.3 -101.5 +55.5 -56.5 +55.5 -99.5 4 -94.200 oconforms to the Florida Building Code 6th Ed . N • Des g g 201] • Tabulated design wind loads are based on ASCE ]-10 specifications for g p components and deciding based on design criteria as noted herein. P B g Z •Where this document is used for permit, applicability of design criteria J noted herein (Basic Wind Speed, Esposure category, Risk category, etc.) Q shall be verified by the contractor& building official prior to construction, C • This specification may be used In conjunction with engineering under LL separate certification (by this engineer or by where) using Allowable Stress W Design(ASD). U • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, g200, Boca Raton, FL 33432 • Wind Speed noted above is ultimate design wind speed (3-second gust). •Plus + &minus - signs signify pressures actin toward and awe from () ()g gfyP g Y theexterioroMeanee) Roe surface, componentcladding respectively. • Where "Mean (average) Roof HeIBM" cannot be determined, peak roof height shall be used, except that save height shall be used for roof angle less than orequal to 10•. Round up to values shown • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 5 30• has been considered. • Tributary Area noted in table (effective wind area) is equal to the minimum elheight x width]or lhtx ht/31. Round down to values shown. • Zones 4 & 5 ("interior" and "corner" zones, respectively) are as shown to the right, where the dimension Is the minimum of lo% of the builds 's a g least horior4 of he dimension onaldmean roof height, but never less g . than 3'-0" or4%of the lean horizontal dimension. • This specification is valid only for use with structures NOT located in the upper one-half of an Isolated hill, ridge or escarpment. • This specification is valid for use with buildings of any Risk category, Including essential facilities and buildings or other structures that represent a substantial hasaref to human Iife in the event of failure. • Design is based on structure classification as Enclosed Bldg Copyright 02018 Easy Seals rev 0118 Valid only with ng'near's signj/a/t1�\& ejd seal Jan\ 0!3/Z018 Christian Langlift, PE FLPE#67382 14A#31124 Doc No. AIOMS.16 D Customer: CASSIDY Wor:1=.'ar Number: 04262018026N0301 Unit No. Wall Pressure lopening Width lopening Height I Shutter Width I Shutter Height Slat Length Anchor Spacing 1 -50.6 446.876 105.25 442.875 105.25 102 6 o.c. 6'o.c.