Loading...
HomeMy WebLinkAboutCertification for Design Load Compliance II - ASCE 7-16 Design Wind Loads Wind speed V= 160 mph E Ire LaS V.Sea For Wall Components S Cladding I<e= 1.0 ASD Load Comb[Y]1;WiOr�CM?ff:0.6 ewysealszosn Wind Pressures[psf]for use with Allowable Stress Design KZ[= 1.0 Kd= 0.85 Enclosed Bldg GCpi= 0.18 Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least St`T_rKyEarLdt�1-at east Mean 10 sq ft 15 sq ft 20 sq ft 25 sg 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 60'to: + + + + + + + + + + + I - + - + - + - + I - + I - 61 ft +47.5-47.5 +47.5-87.0 +47.5-47.5 +47.5-87.0 +47.5-47.5 +47.5-87.0 +46.5 46.9 +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 +48.0-48.0 +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 ft +48.6-48.6 +48.6-89.1 +48.6-48.6 +48.6-89.1 +48.6-48.6 1 +48.6-89.1 +47.7-48.0 +47.7-86.6 +46.9-47.5 1 +46.9-84.6 +46.3 47.0 1 +46.3-82.9 +45.7-46.7 +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 +48.3 448.6 +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 +49.8-49.8 +49.8-91.2 +48.8-49.1 +48.8-88.7 +48.0-48.6 +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 1 +50.3-50.3 1 +50.3-92.2 +50.3-50.3 +50.3-92.2 1 +50.3-50.3 +50.3-92.2 +49.3-49.6 1 +49.3-89.6 1 +48.5-49.1 +48.5-87.5 +47.9-48.7 +47.9-85.7 +47.3-48.3 +47.3-84.2 +46.3-47.6 +46.3-81.6 90 ft +50.8-50.8 +50.8-93.1 +50.8-50.8 +50.8-93.1 +50.8-50.8 +50.8-93.1 +49.8-50.1 +49.8-9b.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 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 +50.3-50.6 +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 +51.7-51.7 +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 +47.6-83.9 105 ft +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 +51.2-93.0 +50.3-50.9 +50.3-90.8 +49.6-50.5 +49.6-88.9 +49.0-50.1 +49.0-87.3 +48.0-49.4 +48.0-84.6 110 ft 1 +52.6-52.6 +52.6-96.4 +52.6-52.6 +57.6-96.4 1 +52.6-52.6 +52.6-96.4 +51.6-51.9 +51.6-93.7 1 +50.7-51.4 +50.7-91.5 +50.0-50.9 +50.0-89.6 1 +49.4-50.5 +49.4-88.0 +48.4-49.8 +48.4-85.3 115 ft +53.0-53.0 +53.0-97.2 +53.0-53.0 +53.0-97.2 1 +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 +48.8-50.2 +48.8-86.0 120 ft +53.4-53.4 +53.4-97.9 +53.4-53 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 +53.8-98.6 +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 1 +51.2-91.7 +50.6-51.6 +50.6-90.0 +49.5-50.9 +49.5-87.2 130 ft +54.1-54.1 1 +54.1-99.3 +54. - 4.1-99.3 +54.1-54.1 1 +54.1-99.3 1 +53.1-53.4 1 +53.1-96.5 +52.2-52.9 1 +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 4.5-99.9 +54.5-54.5 +54.5-99.9 +53.4-53.8 +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 + 4�- -5 ,=4.8-1 +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 + - r .2-103:2 +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_ + 455.5-10� +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 1 +55.8-102 + �.8-10 . +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._ }+ . - + 6.1-10 +56.1-56.1 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 +53.4-95.7 +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 + . .4-1 +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 1 +53.7-96.2 +53.1-54.2 +53.1-94.5 +52.0-53.5 +52.0-91.6 170 ft +56.7-56.7 +56.7-104.0 + .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 +54.0-96.7 +53.3-54.5 +53.3-94.9 +52.2-53.7 +52.2-92.0 175 ft +57.0-57.0 +57.0-104.5 +YAA-5 . + .0-104.5 +57.0-57.0 +57.0-104.5 +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 +52.5- 4.0 +52.5-92.5 180 ft 1 +57.3-57.3 +57.3-105.0 + . -5 +57.3-105.0 +57.3-57.3 +57.3-105.0 +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 +52.8-92.9 185 ft +57.6-57.6 +57.6-105.5 +57.6-57.6 +57.6-105.5 +57.6-57.6 +57.6-105.5 +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 E:!�J. . . - . +53.0-9}3..4 190ft +57.8-57.8 +57.8-106.0 +57.8-57.8 +57.8-1060 +578-57.8 +57.8-106.0 +56.7-57.1 +56.7-103.1 +55.8-56.5 +55.8-100.6 +55.0-56.0 +55.0-98.6 +54.4-55.5 +54.4-968 +53.3-93.8 195 ft +58.1-58.1 +58.1-106.5 +58.1-58.1 +58.1 6.5 +58.1-58.1 +581-106.5 +57.0-57.3 +57.0-103.5 +56.1-56.7 +56.1-101.1 +55.3-56.2 +55.3-99.0 +54.6-55.8 +54:6=97,4% +53;5.=94.3 -58.4 +58.4-107.0 +58.4-58.4 +58.4 5 +537�9200 ft +58.4 7 ' (f] •Design conforms to the Florida Building Code 7th Ed(2020). •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'�:..Y;--Valid iinlp .it, rigineer•''s Lu •Tabulated design wind loads are based on ASCE 7-16 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 ' si natdr &-ra sed,S651 O components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or 40%of the mean roof height,but never less ,i I �.._I;. _ �kg z •Where this document is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than 3'-0"or4%of the least horizontal dimension. ' _ _I 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' the lone shall be verified by the contractor&building official prior to construction. less than or equal to 10% Roundup to values shown upper one-half of an isolated hill,ridge or escarpment,&below 1000'elev. 4- i 5 �s- Q Iv •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 y� - LL 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 y _ -- LZL Design(ASD). roof slope 510•has been considered. represent a substantial hazard to human life In the event of failure. i `"'" 1W Christian ang Yi PE, , U •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 !f�1,.•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. wan wcyAnnN ': ,`+ 1200 N Federal Hwy,#200,Boca Raton,Fl.33432 Copyright©2021 Easy Seals rev 0121 QO_..` `�- C:NO.Fc1�MS.160D FOLDING SHUTTER CORPORATION/CASTLE IMPACT WINDOWS RECEIVED Job#: 01292021008 N310NAR 0 5 1011 Customer Name: SANJUAN,MARIA Address: 5047 N HWY AfA,rtfff Trlj7 ,f melt PRODUCT APPROVAL SCHEDULE PIERCE,FL 34949 St. Lucie County Description of Window Product Product Approval Design Structural Design Shutter Turtle Pressure Rating Pressure Rating Maximun Overall Egress OP# Acceptance g g � Rough Opening Required Code or Door or Mullion Number Tested Size Yes/No Yes/No (+)PSF (-)PSF (+)PSF (-)PSF yI <0.45 1 140.875 x 94.750 SGD 20-0429.05 +60.0 -60.0 +52.8 -54.3 192.000 x 96.000 142.375 x 95.500 No Yes 0.24 2 141.250 x 94.750 SGD 20-0429.05 +60.0 -60.0 +52.8 -54.3 1 192.000 x 96.000 142.750 x 95.500 No No 0.24 _ — o son � few