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HomeMy WebLinkAboutProject Information, design pressure -- ( / | / � � / | / P4 to'10 q00 Castle as impact Windows 117 Epp"qww IRIP, rk= I i TFEL TTER SYSTEM (561)6 Z4 FOLDING SHU 1862 Dr.Martin Luther'King Blvd. West Palm Beqch,FL 33404 Job -A4 145-;-L ao 1�� 66113 1 41 .00C2 L STATIE JOBADDRESS CITY COLOR; White o Bronze 0 Beige ory Other: J\ Irriv ED Ide OL X HT or I 4d to right as viewed from INSIDE 0 OUTSIDE 13 STALLATION: .-TO--4al.-WEEKS ING SHUTTER CORPORATION$HALL FABRICATE AND INSTAU THE ABOVE PURSUANT TO THE:TERMS AND-CONDITIONS OF THIS AGREEMENT. OUR LIMITED WARRANTY BECOMES A PART OF THIS CONTRACT UPON FINAL PAYMENT AS PROVIDED IN THIS CONTRACT CUSTOMER'S RIGHT TO CANCEL - This is a home solicitation sale, and if you do not want the goods or services,you may cancel this agreement by providing written notice to the seller In person,by email,or by mail.This nqtice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third bvfi$ness�day after you dIgn this agreement. If jou cancel this ement, the seller may, not keep all or art of any cash down paymen�jtl TOMER ACKNOWLED_qES READING THE FRONT agre BACK SIDES OF THIS AGREEMENT AND AGR S TO BE BOUND BY ALL TE S AND CONDITIONS A,"ET FORT"KBOTblSIDES. TOTAL PRI IL DATE DEPOSK Y41'; rRwO | CUSTO*ME' � BALANCE DUE AT INSTALLATION $ | ` \ -� L0017� YRY - ' - Unless signed by customer,the price quoted can be guaranteed for thirty(30)days onl�from In owner s abse e, name andLphone number of for measu n' tristailation and pay(pent. Coto, ALI:6HECKS 0AYABLA TO CONTRACT SUBACT TO ADDITIONAL FOLDING SHUTTEA CORPORATI TERMS ON REVERSE Slqr: ON 9007 REV 01/2019 2500 R <4��POepd Cad�est , m � O M 42 �uo�le8 , N , �(uo3leg N L0 C � I 0 i o , Im o o I DELPONTE NEOCastle ..1 � � I 9900 S Ocean Dr Unit % o ; 3 Oceana Oceanfront condo II Impact Windows (0 m Jensen Beach, FL 34957 FACTORY DIRECT SINCE 1969 . em2DrMaMn'ueraftxkMVBW I !I Customer: DELPONTE WorkOrder Number: 08152019013 N0301 i Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 92 156.875 96.5 156.875 96.5 93.25 3"o.c. 3"o.c. 2 54.5 70.25 96.25 86.375 96.25 93 6"o.c. 6"o.c. 3 92 696.75 96.5 696.75 96.5 93.25 3"o.c. 3"o.c. i i I I I i I ; i ASCE 7-10 Design Wind Loads Wind speed V= 160 mph Exposure'®' EaSySeCIIS_ For Wall Components & Cladding ASD Load Combination Coefficient: 0.6 -_ , �° easy:eals.ca;n •• Wind Pressures[psf]For use with Allowable Stress Design KZt= 1.0 Kd= 0.85 Enclosed Bldg ccpi= 0.18 Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least Triburary area at least Triburary area afleast - Triburary-area-at least Triburary area at least Mean 10 sq ft 15 sq ft 20 sq ft 25 sq ft 30 sq ft 35 sq ft 40 sq ft 50 sq ft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner 6o'to: + - + + - + - + - + - + - + - + I - + - - - + - + - + - +77 - -46.4 -82.6 +45.2-80.9 +44.6-45.6 +44.6-79.4 +43.7-45.0 +43.7-77.061ft +47.5-47.5 +47.5-87.0 +47.5-45 +47.5-87.0 +47.5-87.0 +46.5-46.9 +46.5-84.6 +45.8 65 ft +48.01-48.0 +48.0-88.0 +48.01-48.0 +48.01-88.0 1 +48.01-48.0 +48.0-88.0 +47.11-47.4 +47.1-85.5 +46.3-46.9 +46.31-83.5 +45.7-46.4 +45.71-81.8 +45.11-46.1 +45.1-80.3 +44.21-45.5 +44.2-77.9 70 ft +48.61-48.6 +48.6-89.1 +48.61-48.6 +48.6-89.1 1 +48.61-48.6 +48.6-89.1 +47.71-48.0 +47.7-86.6 +46.91-47.5 +46.9-84.6 +46.3-47.0 +46.31-82.9 +45.7-46.7 1 +45.7-81.4 +44.8-46.0 +44.8-78.9 75 ft +49.21-49.2 +49.2,-90.2 +49.21-49.2 +49.21-90.2 1 +49.21-49.2 +49.21-90.2 +48.31-48.6 +48.31-87.7 +47.51-48.0 +47.51-85.6 +46.8-47.6 +46.81-83.9 +46.3-47.2 +46.3-82.3 +45.3-46.6 +45.31-79.8 80 ft +49.8-49.8 +49.81-91.2 +49.81-49.8 +49.8-91.2 +49.81-49.8 +49.81-91.2 +48.81-49.1 +48.81-88.7 +48.01-48.6 +48.01-86.6 +47.41-48.1 +47.4-84.8 +46.81-47.8 +46.81-83.3 +45.81-47.1 1 +45.8-80.7 85 ft +50.3-50.3 +50.31-92.2 +50.31-50.3 +50.31-92.2 +50.31-50.3 +50.31-92.2 1 +49.31-49.6 +49.31-89.6 +48.5-49.1 +48.51-87.5 +47.91-48.7 +47.91-85.7 +47.3 48.3 +47.3-84.2 +46.31-47.6 +46.3-81.6 90 ft +50.8-50.8 +50.81-93.1 +50.81-50.8 +50.8-93.1 +50.8-50.8 +50.8-93.1 +49.81-50.1 +49.8-90.5 +49.0-49.6 +49.0-88.4 +48.3-49.1 +48.3-86.6 +47.71 48.8 +47.7-85.0 +46.8-48.1 +46.8-82.4 95 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 +50.31-50.6 +50.3-91.3 +49.5-50.1 +49.5-89.2 +48.81-49.6 +48.81-87.4 +48.21-49.2 +48.21-85.8 +47.2-48.6 +47.2-83.2 100 ft +51.71-51.7 +51.71-94.8 +51.7-51.7 +51.71-94.8 +51.7.51.7 +51.71-94.8 +50.7-51.1 +50.7-92.2 +49.91-50.5 +49.9-90.0 +49.2-50.1 +49.2-88.2 +48.61-49.7 +48.61-86.6 +47.6-49.0 +47.6-83.9 105 ft +52.21-52.2 +52.21-95.6 +52.2-52.2 +52.21-95.6 +52.21-52.2 +52.21-95.6 +51.21-51.5 +51.21-93.0 +50.31-50.9 +50.31-90.8 +49.61-50.5 +49.61-88.9 +49.01-50.1 +49.01-87.3 +48.01-49.4 +48.0-84.6 110 ft +52.61-52.6 +52.61-96.4 +52.61-52.6 +52.61-96.4 +52.61-52.6 +52.6-96.4 +51.61-51.9 +51.61-93.7 +50.71-51.4 +50.71-91.5 +50.01-50.9 +50.01-89.6 +49.41-50.5 +49.41-88.0 +48.4-49.8 +48.41-85.3 115 ft +53.0-53.0 +53.01-97.2 +53.01-53.0 +53.01-97.2 +53.0-53.0 +53.01-97.2 +52.0-52.3 +52.01-94.4 +51.1-51.8 +51.11-92.2 +50.4-51.3 +50.4-90.3 +49.8-50.9 +49.8-88.7 +48.8-50.2 +48.8-86.0 120 ft +53.4-53.4 +53.41-97.9 +53.41-53.4 +53.4-97.9 +53.4-53.4 +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 +50.2-89.4 +49.2-50.6 +49.2-86.6 125 ft +53.8-53.8 +53.81-98.6 +53.81-53.8 +53.8-98.6 +53.8-53.8 +53.8-98.6 +52.7-53.1 +52.7-95.8 +51.91-52.5 +51.9-93.6 +51.21-52.0 +51.21-91.7 +50.6-51.6 +50.6-90.0 +49.5-50.9 +49.5-87.2 130 ft +54.11-54.1 +54.11-99.3 +54.11-54.1 +54.11-99.3 +54.11-54.1 +54.11-99.3 +53.1-53.4 +53.11-96.5 +52.21-52.9 +52.2-94.2 +51.51-52.4 +51.5-92.3 +50.9-52.0 +50.91-90.6 +49.91-51.3 +49.91-87.8 135 ft +54.51-54.5 +54.51-99.9 +54.51-54.5 +54.51-99.9 +54.51-54.5 +54.51-99.9 +53.41-53.8 +53.41-97.1 +52.61-53.2 +52.61-94.8 +51.91-52.7 +51.91-92.9 +51.21-52.3 +51.21-91.2 +50.21-51.6 +50.21-88.4 140 ft +54.8-54.8 +54.8-100.5 +54.8-54.8 +54.81-100.5 +54.81-54.8 +54.8-100.5 +53.81-54.1 +53.8-97.7 +52.91-53.6 +52.9-95.4 +52.21-53.1 +52.21-93.5 +51.61-52.7 +51.6-91.8 +50.51-51.9 +50.5-89.0 145 ft +55.21-55.2 +55.2-101.2 +55.2-55.2 +5S.21-101.21 +55.2-55.2 +55.2-101.2 +54.1-54.5 +54.11-98.3 +53.2-53.9 +53.2-96.0 +52.51-53.4 +52.51-94.0 +51.91-53.0 +51.9-92.4 +50.8-52.3 +50.8-89.5 150 ft +55.5-55.5 +55.5-101.8 +55.51-55.5 +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 +52.81-94.6 +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 +55.81-102.3 +55.81-55.8 +55.81-102.3 +54.71-55.1 +54.71-99.5 +53.9-54.5 +53.91-97.1 +53.11-54.0 +53.1-95.1 +52.51-53.6 +52.51-93.4 +51.41-52.9 +51.4-90.6 160 ft +56.1-56.1 +56.1-102.9 +56.1-56.1 +56.1-102.9 +56.11-56.1 +56.1-102.9 +55.01-55.4 +55.0-100.0 +54.2-54.8 +54.21-97.7 +53.41-54.3 +53.41-95.7 +52.81-53.9 +52.81-93.9 +51.7-53.2 +51.71-91.1 165 ft +56.41-56.4 +56.4-103.5 +56.41-56.4 +56.4-103.5 +56.41-56.4 +56.4-103.5 +55.31-55.7 +55.31-100.6 +54.51-55.1 +54.51-98.2 +53.71-54.6 +53.71-96.2 +53.11-54.2 +53.11-94.5 +52.01-53.5 +52.01-91.6 170 ft +56.7-56.7 +56.7-104.0 +56.7-56.7 +56.7-104.0 +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 +54.01-96.7 +53.3-54.5 +53.31-94.9 +52.21-53.7 +52.2-92.0 175 ft +57.01-57.0 +57.0-104.5 +57.01-57.0 +57.0-104.5 +57.01-57.0 +57.0-104.5 +55.9 -56.3 +55.9-101.6 +55.0-55.7 +55.0-99.2 +54.31-55.2 +54.3-97.2 +53.6-54.7 +53.61-95.4 +52.51-54.0 +52.5-92.5 180 ft +57.31-57.3 +57.31-105.0 +57.31-57.3 +57.31-105.0 +57.31-57.3 +57.3-105.0 +56.2-56.6 +56.21-102.1 +55.3-56.0 +55.3-99.7 +54.51-55.4 +54.5-97.7 +53.91-55.0 +53.91-95.9 +52.81-54.3 +52.81-92.9 185 ft +57.61-57.6 +57.61-105.5 +57.61-57.6 +57.61-105.5 +57.61-57.6 +57.61-105.5 +56.51-56.8 +56.51-102.6 +55.61-56.2 +55.61-100.2 +54.81-55.7 +54.81-98.1 +54.11-55.3 +54.11-96.3 +53.01-54.5 +53.01-93.4 190 ft +57.8-57.8 +57.8-106.0 +57.8-57.8 +57.8-106.0 +57.81-57.8 +57.8-106.0 +56.71-57.1 +56.71-103.1 +55.81-56.5 +55.81-100.6 +55.01-56.0 +55.01-98.6 +54.41-55.5 +54.41-96.8 +53.31-54.8 +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 +58.1-106.5 +57.0-57.3 +57.0-103.5 +56.11-56.7 +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,-94.3 200 ft +58.41-58.4 +58.4-107.0 +58.4-58.4 +58.4-107.0 +58.41-58.3 +58.4-107.0 +57.2-57.6 +57.21-104.0 +56.31-57.0 +56.31-101 5 +55.5-56.5 +55.51-99.S +54.9-56.0 +54.9-97.7 +53.7-55.3 +53.7-94.7 Ln •Design conforms to the Florida Building Code 6th Ed(2017). •Wind Speed noted above is ultimate design wind speed(3-second gust). •Zones 4&5("interior"and"corner"zones,respectively)are as shown to a a Valid only wi h e ineer's W •Tabulated design wind loads are based on ASCE 7-10 specifications for •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 signature& ISe seal I.- components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or40%of the mean roof height,but never less 0 •Where this document is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than 3'-0"or 4%of the least horizontal dimension. J noted herein(Basic Wind Speed,Exposure Category,Risk Category,etc.) 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 Z Qn° 5 `r shall be verified by the contractor&building official prior to construction. less than or equal to 10°.Round up to values shown upper one-half of an isolated hill,ridge or escarpment. Dec 03 2 E!� •This specification may be used in conjunction with engineering under •Wind pressures are applicable to all building floors. •This specification is valid for use with buildings of any Risk Category, A W separate certification(by this engineer or by others)using Allowable Stress •Tabulated wind pressures are valid for all roof slopes;no reduction for including essential facilities and buildings or other structures that Z design(ASD). roof slope 510°has been considered. represent a substantial hazard to human life in the event of failure. i Christian Langley, W l.J •Refer to the above-noted ASCE 7 standard for descriptions and •Tributary Area noted in table(effective wind area)is equal to the •Design is based on structure classification as Enclosed Bldg FL PE#67382 CA 31124 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. wai i Fi cvanoN 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2018 Easy Seals rev 12 18 DOC No.AlOMS.160D