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HomeMy WebLinkAboutSite PlanFile COPY. 2 RECEIVED AUG 11 2020 Permitting Department St. Lucie Count, Ni 0 Hennings, Connie v O H W.0 07012020006 •. • . Castle N LO; 210 Ramie Lane Impact Windows o Fi Port St Lucie, FL 34952 FACTORY DIRECT SINCE 1989 oM°o :" W0BW Customer: Hennings WorkOrder Number: 07012020006N0301 Unit No. Wall Pressure Opening Width Opening Height I Shutter Width I Shutter Height Slat Length Anchor Spacing 1 -37.8 503.875 1 84.75 1 503.875 1 88.25 85 9"o.c. 9"o.c. EasySeats �- ASCE 7-10 Design Wind Loads a.. y �iS�>m For Wall Components & Cladding easyseWind Pressures [psf] For use with Allowable Stress Design Wind speed V = 160 mph Exposure�C ASD Load Combination Coefficient: 0.6 KZt - 1.0 Kd - 0.85 Enclosed Bldg GCpi = 0.18 Mean Tributary area at least... 10 sgft Tributary area at least... 15 sgft Triburary area at least 20 Sol ft Tributary area at least 25 sgft Triburary area at least 30 sgft Tributary area at least 35 sgft Tributary area at least 40 sgft Tributary area at least 50 sgft Roof Height u Zone Interior + Zone Corner + Zone Interior + Zone Corner + Zone Interior + Zones Corner + Zone4 Interior + Zone Corner + Zone Interior + Zones Corner + Zone Interior + Zones Corner + - Zone Interior + - Zones Corner + - Zone Interior + Zone Corner + - IS ft +33.5 -36.3 +33.5 -44.8 +32.6 -35.4 +32.6 -43.1 +32.0 -34.8 +32.0 -41.8 +31.5 -34.3 +31.5 -40.8 +31.1 -33.9 +31.1 40.0 +30.8 -3115 +30.8 -39.4 +30.5 -33'.3 +30.5 -38.8 +30.0 -32.8 +30.0 -37.8 16 ft +33.9 -36.8 +33.9 -45.4 +33.0 -35.9 +33.0 -43.7 +32.4 -35.3 +32.4 -42.4 +31.9 -34.8 +31.9 41.4 +31.5 -34.4 +31.5 .40.6 +31.2 -34.1 +31.2 -39.9 +30.9 -33.8 +30.9 -39.3 +30.4 -33.3 +30.4 -38.3 17 ft +34.4 -37.3 +34.4 -46.0 +33.5 -36.4 -+33.5 -44.2 +32.8 -35.7 +32.8 42.9 +32.3 -35.2 +32.3 4L9 +31.9 -34.8 +31.9 -0L1 +31.6 -34.5 +31.6 -40.4 +31.3 -34.2 +31.3 -39.8 +30.8 -33.7 +30.8 -38.8 18 ft +34.8 -37.7 +34.8 -46.6 +33.9 -36.8 +33.9 -44.7 +33.2 -36.2 +33.2 -43.4 +32.7 -35.7 +32.7 -42.4 +32.3 -35.3 +32.3 -41.6 +32.0 -34.9 +32.0 -40.9 +31.7 .34.6 +3L7 -40.3 +31.2 .34.1 +31.2 -39.3 20 ft +35.6 -38.6 +35.6 -47.6 +34.6 -37.6 +34.6 -45.8 +34.0 -37.0 +34.0 -44.4 +33.5 -36.5 +33.5 '-43.4 +33.0 -36.0 +33.0 -42.5 +32.7 -35.7 +32.7 -41.8 +32.4 -35.4 +32.4 -41.2 +31.8 -34.9 +3L8 -00.2 22 ft +36.3 -39.4 +36.3 -48.6 +35.3 -38.4 +35.3 -46.7 +34.7 -37.7 +34.7 -45.3 +34.1 -37.2 +34.1 -44.3 +33.7 .36.8 +33.7 -43.4 +33.3 -36.4 +33.3 -42.7 +33.0 -36.1 +33.0 -02.1 +32.5 -35.6 +32.5 -41.0 24 ft +37.0 -40.1 +37.0 49.5 +36.0 -39.1 +36.0 -47.5 +35.3 .38.4 +35.3 -46.2 +34.8 -37.9 +34.8 -45.1 +34.3 -37.5 +34.3 -44.2 +34.0 -37.1 +34.0 -43.5 +33.6 -36.8 +33.6 42.8 +33.1 -36.2 +33.1 -41.8 25 ft +37.3 40.4 +37.3 -49.9 +35.3 -39.5 +36.3 48.0 +35.6 -38.8 +35.6 -46.6 +35.1 -38.2 +34.6 -37.8 +34.6 -44.6 +34.2 -37.4 +34.2 -03.8 +33.9 -37.1 +33.9 -03.2 +33.4 -36.5 +33.4 -02.1 26 ft +37.6 -40.8 +37.6 -50.3 +35.6 -39.8 +36.6 -48.4 +35.9 -39.1 +35.9 -46.9 +35.4 -38.5 +35.4I-05.9. +34.9 -38.1 +34.9 -45.0 +34.5 -37.7 +34.5 -44.2 +34.2 -37.4 +34.2 -43.6 +33.7 -36.8 +33.7 -02.5 28 ft +38.2 -41.4 +38.2 -51.1 +37.2 -40.4 +37.2 -49.1 +36.5 -39.7 +36.5 47.7 +35.9 -39.1 +35.9 46.6 +35.5 -38.7 +35.5 -45.7 +35.1 -38.3 +35.1 -44.9 +34.7 -38.0 +34.7 -44.2 +34.2 -37.4 +34.2 -43.1 30 ft +38.7 -42.0 +38.7 -51.9' +37.7 41.0 +37.7 =49.8 +37.0 40.3 +37.0 -48.4 +36.4 -39.7 +36.4 -47.3 +36.0 -39.3 +36.0 -46.3 +35.6 -38.9 +35.6 -45.6 +35.2 -38.5 +35.2 -44.9 +34.7 -38.0 +34.7 43.8 32 ft +39.3 -42.6 +39.31-52.6 +38.2 -41.6 +38.2 -50.5 +37.5 -40.8 +37.5 -49.0 +36.9 40.3 +36.9 47.9 +36.5 -39.8 +36.5 -47.0 +36.1 -39.4 +36.1 46.2 +35.7 -39.1 +35.7 45.5 +35.2 -38.5 +35.2 -44.4 34 ft +39.8 -03.1 +39.8 -53.3 +38.7 -42.1 +38.7 -51.2 +38.0 -41.4 +38.0 49.7 +37.4 40.8 .+37.4 48.5 +36.9 -40.3 +36.9 -47.6 +36.5 -39.9 +36.5 46.8 +36.2 .39.6 +36.2 -46.1 +35.6 -39.0 +35.6 -44.9 35 ft +40.0 43.4 +40.0 -53.6 +39.0 -42.4 +39.0 -51.5 +38.2 41.6 +38.2 .50.0 +37.6 .41.0 +37.6 -48.8 +37.2 -40.6 +37.2-47.9 +36.8 40.2 +35.8 -47.1 +36.4 .39.8 +36.4 46.4 +35.8 -39.2 +35.8 -45.2 36 ft +40.3 -43.7 +40.3 -53.9 +39.2 -42.6 +39.2 -51.8 +38.4 -41.9 +38.4 -50.3 . +37.9 -41.3 +37.9 49.1 +37.4 40.8. +37.4 48.2 +37.0 -40.4 +37.0 -47.3 +36.6 -40.0 +36.6 -46.6 +36.0 -39.5 +36.0 -45.5 38 ft +40.7 -44.2 +40.7 -54.5 +39.6 -43.1 +39.6 -52.4 +38.9 -42.3 +38.9 -50.8 +38.3 -41.7 +38.3 -49.7 +37.8 -41.3 +37.8 48.7 +37.4 -40.9 +37.4 -47.9 +37.0 -40.5 +37.0 -47.2 +36.5 -39.9 +36.5 46.0 40 ft +41.2 -44.6 +41.2 -55.1 +40.1 -43.6 +40.1 -52.9 +39.3 42.8 +39.3 -51.4 +38.7 -42.2 +38.7 -50.2 +38.2 -41.7 +38.2 49.2 +37.8 -41.3 +37.8 -48.4 +37.4 -40.9 437.4 47.7 +36.9 -40.3 +36.9 46.5 42 ft +41.6 -45.1 +41.6 -55.7 +40.5 -44.0 +40.5 -53.5 +39.7 -43.2 +39.7 -51.9 +39.1 -42.6 +39.1 -50.7 +38.6 42.1 +38.6 -49.7 +38.2 -41.7 +38.2 -48.9 +37.8 -41.4 +37.8 -49.2 +37.2 -40.8 +37.2 47.0 44 ft +42.0 45.6 +42.0 -56.2 +40.9 -44.4 +40.9 -54.0' +40.1 -43.7 +40.1 -52.4 +39.5 -43.1. +39.5 -51.2 +39.0 -42.6 +39.0 -50.2 +39.6 -42.1 +38.6 49.4 +38.2 41.8 ' +38.2 48.7 +37.6 41.2 +37.6 47.4 45 ft +42.2 -05.8 +42.2 -56.5 +41.1 -04.7 +41.1 -54.3 +40.3 43.9 +40.3 -52.7 +39.7 43.3 +39.7 -51.5 +39.2 -02.8 +39.2 -50.5 a38.8 -02.3 a38.6 -09.6 +38.4 -02.0 +38.4 48.9 +37.6 -0L4 +37.8 -07.7 46 ft +42.4 -06.0 +42.4 -56.8 +41.3 -04.9 +41.3 -54.5 +40.5 -04.1 +40.5 •52.9 +39.9 -03.5 +39.9 -51.7 +39.4 -03.0 +39.4 -50.7 +38.9 -02.5 +38.9 -09.9 +38.6 42.2 +38.6 49.1 +38.0 -01.5 +38.0 -07.9 48 ft +42.8 -46.4 +42.8 -57.3 +41.6 -45.3 +41.6 -55.0 +40.8 -44.5 +40.8 -53.4 +40.2 -43.8 +40.2 -52.2[+40.4 -43.3 +39.7 .51.2 +39.3 42.9 +39.3 -50.3 +38.9 -42.5 +38.9 -49.6 +38.3 -41.9 +38.3 -48.3 50 ft +43.1 -46.8 +43.1 -57.8 +42.0 45.7 +42.0 -55.5 +41.2 -44.9 +41.2 -53.9 +40.6 44.2 +40.6 -52.6 -43.7 +40.1 .51.6 +39.6 43.3 +39.6 -50.7 +39.3 -42.9 +39.3 .50.0 +38.6 -42.3 +38.6 -49.7 52 ft +43.5 -47.2 +43.5 -58.2 +42.3 46.0 +42.3 -55.9 +41.5 -45.2 +41.5 -54.3 +40.9 -44.6 +40.9 -53.1 -44.1 +40.4 -52.0 +40.043.6 +40.0 -51.2 +39.6 -43.3 +39.6 -50.4 +38.9 -42.6 +38.9 -49.1 54 ft +43.8 -47.6 +43.8 -58.7 +42.7-46.4 +42.7-56.4 +41.9 -05.6 +41.9 -54.8 +21.2 -44.9 +41.2 -53.5 -04.4 - +40.7 -52.4 +40.3 =44.0 +40.3 .51.6 +39.9 -43.6 +39.9 -50.8 +39.3 -43.0 +39.3 -49.5 55 ft +44.0 -47.7 +44.0 .58.9 +42.9 46.6 +42.9 .56.6 +42.0-45.8 +42.0 -55.0 +41.445.1 +41.4 -53.7 -44.6 +40.9 -52.6 +40.444.2 +40.4 .51.8 +40,0 -43.8 +40.0 -51.0 +39.4 -03.1 +39.4 49.7 56 ft +44.2 -47.9 +44.2 -59.2 +43.0 .46.8 +43.0 -56.8 +42.2-45.9 +42.2 -55.2 +41:5 -45.3 +41;5 -53.9 -44.8 +41.0 -52.8 +40.6-44.3 +40.6-52.0 +40.2-43.9 +40.2 -51.2 +39.6 -03.3 +39.6 -49.9 58ft +44.5 -48.3 +44.5 -59.6 +43.3I-07.1 +43.3 -57.2 +42.5 -46.3 +42.5 -55.6 +41.9I-05.6 +41.9 -54.3 -45.1 +41.3 -53.2 +40.9 -44.7 +40.9 -52.3 +40.5 -44.3 +40.5 -51.6 +39.9 -43.6 +39.9-50.3 60ft +44.8-48.6 +44.8-60.0 +43.6 -47.4 +43.6 -57.7 +42.8 -46.6 +42.8 .56.0 +42.2 -46.0 +42.2 -54.7 -45.4 +41.6 -53.6 +4L2 45.0 +41.2 -52.7 +40.8 -44.6 +40.8 -SL9 +40.1 43.9 +40.1 in • Design conforms to the Florida Building Code 6th Ed (2017). • Tabulated design wind loads are based on ASCE 7.10 specifications for 0 components and cladding based on design criteria as noted herein. • Where this document Is used for permit, applicability of design criteria J noted herein (Basic Wind speed, Exposure Category, Risk category, etc.) E shall be verified by the con[rector& building official prior to construction. (L • This specification may be used in con7unc1lon with engineering under W separate certification(by this engineer or by others) using Allowable Stress WDesign(ASID). l7 • Refer to the above -noted ASCE 7 standard far descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boa Raton, FL 3M32 • Wind Speed noted above Is ultimate design wind speed (3-second gust). • plus (+) & minus I.) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (avenge) Roof Height" cannot be determined, peak mof height shall be used, except that pave height shall be used for met angle less than or equal to 10'. Round up to values shown • Wind pressures are applicable to all building Floors. • Tabulated wind pressures are valld for all roof slopes; no reduction for roof slope 510- has been considered. • Tributary Area noted In table (effective wind area) Is equal to the minimumof[heightxwidth]arihtxht/3). Round down to values shown. • Zones 4 & S ("interior" and "comer" zones, respectively) are as shaven to the right, where the dimension "a" is the minimum of lo%of the building's least horizontal dimension or 4036 of the mean roof height, but never less than N-O" or4%of the least horizontal dimension. • This specification is valid only for use with structures NOT located in the upper one-half of an Notated 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 hazard to human life in the event of (allure. • Design Is based on stricture classification as Enclosed Bldg Copyright 02020 Easy Seals rev 06/20 it cone J5.4 5 Height RoofIttPocel#M WA. 02NOMON Valid only wit gineer signature I dseal g ChristiantmIgle PE FLPE#67382 A#31124 Doc No. ASOLS.160C