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HomeMy WebLinkAboutProject InformationIIII Castle '""' 'g7 � b IIU Impact Wndows _VZ0', 4dV1 :9 N.ft1v1- i, Shutters -Door!N1Lixa �-Vl IRV FOLDING SHUTTER SYSTEM COMPLETE HURRICANE PROTECTION SOLUTIONS Job #2aal 1862,Dr. Martin Luther King Blvd. - West Palm beach, FL 33404 se TELEPHONE (561) 683-4811 www.foldinushutters.com c'Ty JOBADDRES - 7 ' _1 ST#TE 01 -frp COLOR: , White L3 Bronze Beige L] Ivory Ll Other':'_h NMI 9111111"1 OPENING SIZE WD X HT EIM 111IM11111 KM VFINIrSf SIZE WD X HT PRICE M MMONE mmmmmmmmm WAMM MMMMMMMMM NAMINNAP �����������r� VAMOM MMMMMMMMM WA MMMMMMMMM wmmlw��� mmomammma MMKAW11% WWMMWWWWMWAM�� mmmm Mmmmmmmmmt 11110'� i otai numoer of openings to De t a. units are numnerea trom iett i. Gc to right as viewed REl ESTIMATED INSIDW OUTSIDE STIMATED INSTALLATION: TO ,OL—WEEKS DING SHUTTER CORPORAO SHALL FABRICATE AND INSTALL THE ABOVE PURSUANT TO THE TE SAND CONDITIONS OF THIS ( AGREEMENT OUR LIMITEDWARRTY BECOMES A PART OF THIS CONTRACT UPON FINAL PAYMENT AS PROVIDED IN THIS CONTRACT. CUSTOMER'S RIGHT TO CANCEL —:This is a home solicitation sale, and if you do not went goods or services, you may cancel this us � agreement by providing written notice to the seller in person, by email, or by mail. This notice indicate ndic t 6 thatyou do not..,want the goods or services and must be delivered or postmarked before midnight of the third business day. want rilyou sign this :agreement: If you; cancel, this agreement, the seller may . not keep all or part of any cash down payment. :CUSTOMER ACI KNOWLEDGES READING THE FRONT'& BACK SIDES OF. THIS AGREEMENT AND- AGREES j04V_,POjL1Nb BY ALL TERMS, AND COIQDITLOW AS SF.T.-PORTH' W B01TH, SIDES. Pavment schedule Amount Deposit $ Z C/ L/O - , / Z�: J; Progress Payment $ Balance Due $ Date IT Custoter Name rIn Gust Slari ; C64any %wsentatIve Name Printed . ( Company Representative Signatutiq/ Mess signed by custofn ifthe(pWe quoted can be guaranteed -for thirty (30) days only from In owner's ab phone umber of contact for mea!s�upr­g, inspilativano'dpa m t Ay b . 1�x -1.17, �f ALL CHECKS PAYABLE TO CONTRACT SUBJECT TO ADDITIONAL FOLDING SHUTTER CORPORATION TERMS ONJWVERSE-SIDE -SO07REV 07/20201000 1501 MRH EXP "D" BY: JOHN D. 1 - OPENING ACCORDION File Copy � 9 aIE'U �'VO R CODS COMPLIANCE ST. L CIE COUNTY�BOCC 01104 �, ' 0 o19 WCONNELL, MICHAEL MA 1, y W.O.# 10142021005 �. Castle w N-FN 0 $ 3100 N HIGHWAYA1A UNIT#803 Impact Windows ' o M FORT PIERCE, FL 34949, FACTORY DIRECT SINCE 1969 w°"�.p nn a e,^ "DBn"d ASCE 7-16 Design Wind'Loads Ea, Sets _ For Wall Components S Cladding lie �Q? 4, corn Wind Pressures [psf] For use with Allowable Stress Design Wind speed v = 170 mph Exposure'D' Ke = 1.0 ASD Load Combination Coeff: 0.6 KZt = 1.0 Kd = 0.85 Enclosed Bldg GCpi = 0.18 y Mean Triburary area at least... 10sgft Triburary area at least... 15sgft Triburary area at least 20sgft Triburary area at least 25sgft 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 + +53.6 -98.2. Zone 4 Interior + +5:6 -52:9' Zone 5 Corner + +526 d95.5 Zone 4 Interior + +51.723 Zone 5 Corner + 51.7 -93.2 Zone 4 Interior + +5.0 -51.9 Zone 5 Corner + +51.0 -91.3 Zone 4 Interior + - +50.4 -51:4 Zone 5 Corner + +50.4 -89:7+493-50.8 Zone 4 Interior + Zone 5 Corner + .9 +49.3 -86- '61 ft +1 +53.6 -98.2 :+53.6 -53.6 +53.6 -982 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 70ft +54.9 -54.9 -+49 '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 -95.5 523 -53.1 +52.2 -93.5' +51.6 -52:7 .+51.6-91.9.. +50.5' -5.0 +50.5-89.0 +55.5 -55.5 +55.5 -101.8 +55.5 r55.5 +55.51-101.8 +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 +52.2 -53.3 +52.2 -93.0 +51.2 -52.6 +51.2 -90.175ft 80ft -56:2 .+56.2 -103.0 +56.2 =56.2 +56.21-103.0 +56.2 -56.2 . +56.2 -103.0 : +551 -554' .+551 -100.1 +54.2 -54.9 +54.2 -97.7 +53.5 -54.4 +53.5-95.7 +52.8 -53.9 +52.8 -4A +51.7 -53.2 +51.7 -911 85ft +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 -1051 +57.3 -57.3 "+57.3, 405.1 +57.3 -57.3 +57.3 405.1 456.2 -56.6 +56.2 -102.2 +55.3 -56.0 455.3 -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 +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' S.8 -100. +55.1 -56.0 +55.1 -58.6 +54.4 55.6 +54.4 -96.9 +53.3 -54.8 +53.3 -93.995ft 100 ft +58.4 -58:4. - '458.4 -107.1 +58.4 -58.4 +58:X -101.1 +58.4 -58.4 '+58A -107.0 +57:3 -57:6. .+57.3 -104.0 '+56.3 -57.0 VaEl -101.6 +55.6 '56.5 +55.6 -99.5 - ,+54.9 -56.1 - +54.9 -97.7. +53.8 -553. .+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 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 +5 3 k03.3 +56.5 -57.5 +56.5 -101.2 +55.8 -57.0 +55.8 -99.4 ' +54.7 -561 +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. 04.1 +56.9 -57.9 +56.9 -102.0 +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 +60.3I -110.5 +60.3 -60:3 +60,3 -110.5 +59.1 759:5 .+59.1 -107.4 +58.2 -58.9, +58.2 .9 +57.4 -58.3, +57.4 -102.7 +56.7 -57.9 - +56:7. 400.9 +55.5 -571 +55.5 -97.8 125 ft 1 +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 1 +57.1 -101.6 +55.9 -57.5 +55.9 -98.5 130 ft +6.1 -61.1 +61.1 -112.1 +61.1 -61.1- +61.1;, -112.1 +6,1.1 -611 +61.1 -112.0 +59.9 -60.3 +59.9 -108.9 +59.0 -59.7 . -106.3 +58.2 -5.9.1- +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 0 +57.8 -59.1 +57.8 -103.0 +56.7 -58.3 +56.7 -99.8 ft+19-61.9, +61.9' -113:5 +61.9 -61.9 +61.9 -113.5 +61;9 113.5 ,+60.7 -61.1' '+6d.7 -110.3 +59.7-60.5 89-5 +58.2 -59.4 +58:2 103.6 +57.0 -58.6: +57.0 -10..0.414 145 ft +62.3 -62.3 +62.3 -114.2 +62.3 -62.3 +6231-114.2 +62.3-62.3 +62.3 -114.2 .+61.1 -61.5 +61.1 -111.0 +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 -101.1 b0f -62.7 +62.7 7114.9 +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 +57:7 -101.7: +63.0 -63.0 +63.0 -115.5 +63.0 -63.0 +61d -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 -102.2 ft +63.4 -63.4 +634 -1162 .+63.4 63.4 3 - -62.5 +62.1-11.9 +1.1 -110.3 +60.3 -61.3' +60.3 -108.0 +59.6 -60.8 +59.6 -1061 +58.4 ,60:0 +58.4 -102.8160 165 ft +63.7 -63.7 1 +63.7 -116.8 +63.7 -63.7 +63.7 -116.8 +63.7 -63.7 +63.7 -116.8 +62.5 -62.9 +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 r64.0 +64.0'-117.4 464.0 -64..0 ' +64.0 -117.4 +62.8 -63:2 +62.8 -114.1 +61.8 -62.5 " +61.8 -111.4 +60.9 r62.0 -+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 464.7 -64.7 +64.7 -118.6 +64.7 -64.7 +64'.7, -118.6 +64.7 -64.7 +64'.7 -118.6 +63A -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 -10813 +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 -61.6 +59.8 -105.4 .+65.3 -65.3- +65.3-119.7 +65.3 '653 +65.3 -119.7 . 653 +65: 7 -119.+64. -64,4. -+64.0 +63.0 -63.8 +63.0 -113.6 +62.1 63.,2 +62.1 411.9 +61.4 -62.7 - +61:4 -109.3 +60.1. -61.8- .+60.1 -105.9. 195 ft +65.6 -65.6 +5.6-120.2 +65.6 -65.6 +65.6 -126.2 +65.6 -65.6 +65.6 +64.3 -64.7 +64.3 -116.9 -64.0 -1141 +624 -635 +62.4 -111.8 +61-63.0 +61.7 -109.8 +60.4-62.1 +60.4 -106.41901t' +65.9 -65.9 +65.9420.8 +65.9 -65.9 +65.9-126.8 +65.9 -65.9 •+65.9 +64.6 -65.0 +64.6 -114 •+63.6 -64.3 +63.6 -114.6 +62.7 -637 t62.7 -112.3 +61.9 -632 +619 1103 1 06.9200ft• • Design conforms to the Florida Building Code 7th Ed 2020 . lJl g g ( ) H• Tabulated design wind loads are based on ASCE 7-16 specifications for 0 components and cladding based on design criteria as noted herein. • Where this document Is used for permit, applicability of design cr Feria P PP tY g noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) i shall be ver1fied by the contractor & building official prior to constr jy�,`ion. Lv • This specification may be used in conjunction with engineering u tler W separate ce'rtification (by this engineer or by others) using Allowabl Stress WDesign (ASD). l7 • Refer to the above -noted ASCE 7 standard for descriptions and 1definitions of all design criteria. 200 N Federal Hwy, #200, Boca Raton, FL 33432 • Wind Speed noted above Is ultimate design winds speed 3-second gust). P g P ( g ) • Plus (+) & minus (-) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height'shall be used, except that eave height shall be used for roof angle less then or equal to SO•. Round up to values shown • Wind pressures are applicable to all building floors. +Tab lated wind pressures are valid for all roof slopes; no reduction for roof slope 510• has been considered. • Trib6tary Area noted in table (effective wind area) Is equal to the minimm of [height x width] or [ht x ht / 3]. Round down to values shown. • Zones 4 & 5 ("interior" and "corner" zones, respectively) are as shown to the right, where the dimension "a" Is the minimum of 10% of the building's least horizontal dimension or 40% of the mean roof height, but never less than T-O" or 4%of the least 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, & below 1000' elev. • This specification Is valid for use with buildings of any Risk Category, Including essential facilities and buildings or other structures that represent a substantial hazard to human life in the event of failure. • Design Is based on structure classification as Enclosed Bldg Copyright ©2021 Easy Seals rev 09/21 I 1 Zone 51 4 i5 fi i WALL ELEMMON Valid only wi h e gineer nr slg atu e & rais d seal 13 Christian Langl , PE FL PE #67382 CA #31124 Doc No. Al S.170D Customer: McCONNELL #803 WorkOrder Number: 10142021005 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -59.4 314.375 97.75 314.375 97.75 94.5 9"o.c. 9"o.c.