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Home My WebLink AboutAPPROVED Thelma Motel_6585 N. US 1_Window Pressures_RJL Sealed 09-09-20 DESIGN CRITERIA: Ronald J Applicable Codes,Regulations,and Standards 1. The 6th Edition(2017)Florida Building Code,specifically Chapter 16 Structural Design,Chapter 20 Aluminum,and Chapter 23 Wood. Lederk 2.ASCE 7-10. Wind Loads Digitally signed by 1. Building Occupancy Category,Paragraph 1604.5 and Table 1604.5: Risk Category 3. Ronald J Leder Jr 2. Basic Wind Speed,Table 1609C,State of Florida Debris Region& Basic Wind Speed,Paragraph 1609.3.1 and Table 1609.3.1 Date: 2020.09.09 Equivalent Basic Wind Speed:VuLT=170 MPH,VAsD=131 MPH 3. Exposure Category,Paragraph 1609.4.3: C 10:42:00 -04 00 ENGINEER'S SEAL Scope of Work: Replacement of (3)Glass Windows(east side). LL V) Z 1. Windows not within 3 feet from corners. O Oa NQ Builder/Permit Application is to provide Florida Product Approvals w d w J = — 0 M Z) meeting required design pressures. W . a U OPENING SCHEDULE O o O u J m w MARK SIZE (W"xH") MANUFACTURER SERIES # APPROVALS DESIGN PRESSURES ALLOWABLE PRESSURES LU z J , z z zh 35" x 37" JELD-WEN W&D BUILDERS VINYL (V-2500) SH FL14104.8 +38.1/-51.1 PSF +50.0/-55.0 PSF Z o LU 35" x 37" JELD-WEN W&D BUILDERS VINYL (V-2500) SH FL14104.8 +38.1/-51.1 PSF +50.0/-55.0 PSF 35" x 37" JELD-WEN W&D BUILDERS VINYL (V-2500) SH FL14104.8 +38.1/-51.1 PSF +50.0/-55.0 PSF J OU Q J z a J �� O J 00(D w g JWaW � Q33,_6„ L.L Z r O �mra_ DC U (D 00 z 35" x 37" a 0 '0 d z a N m a Q cF =:2 CL N J >Q M LU > J CC J 2 LL ~ 2 W 9'-6" HEIGHT < co W a cal O w L = LoO 35" x 37" N a ~ C.0 LL DRAWN BY RJL DATE DRAWN 07/22/20 REVISION Al - 0 1 Al - 35 x 37 SHEET NO: A- 1 Fib .40 Ah 3 - - Ronald J - Leder Jr PROJECT ADDRESS: � Digitally signed by Ronald J Leder Jr THELMA MOTEL, LLC h • Date: 2020.09.09 � � 6585 N. US HIGHWAY 1 � 10:42:46 -04'00'{ FORT PIERCE, FL 34946 . ' lick [per( Project Name: THELMA MOTEL Project Location: 6585 N. US HIGHWAY 1, FT. PIERCE, FL 34946 Date: July 22, 2020 Wind Speed (V,it): 170 mph Exposure Category: �C Wind Speed (Vasa): 132 mph Building dimensions (rectangular footprint): Length (ft): 12.5 Width (ft): 33.5 Width of End Zone (Zone 5):0ft Mean Roof Height: 9.5 (MRH) REQUIRED DESIGN PRESSURES ASD PRESSURES PER ASCE7-10 Dimensions (ft) AREA Positive Negative Pressures ID# Opening Description Width Height (sgft) (4 & 5) Zone 4 Zone 5 1 BUILDERS VINYL (V-2500) SH 2.92 3.08 9.0 38.1 -41.0 -51.1 2 BUILDERS VINYL (V-2500) SH 2.92 3.08 9.0 38.1 -41.0 -51.1 3 BUILDERS VINYL (V-2500) SH 2.92 3.08 9.0 38.1 -41.0 -51.1 Ronal Digitally signed by d J Ronald J Leder Jr Leder Date: 2020.09.09 J r 10:43:07 -04'00' ATC Hazards by Location Page 1 of 1 OTCHazards by Location Search Information I � i„ sEALMuseum Address: N US Hwy 1,Fort Pierce,FL,USA _ Ft Pierce Inlet Coordinates: 27.459249,-80.3286116 _ _ _ —,r.:r,�, State Park 12ft Elevation: 12 ft -- Timestamp: 2020-07-22T07:31:05.580Z _ =` ,II_. II - 3P' '�'-♦ ,A,�o� Hazard Type: Wind �';.-- -- -- GOt7 le ac Fort Pierce 9 N Map d®ap&Uff0iPeogtle ASCE 7-16 ASCE 7-10 MRI 10-Year ----------------------- 88 mph MRI 10-Year ------------------------------------ 88 mph MR125-Year .-- 106 mph MR!25-Year 106 mph MRI 50-Year -------------------------------, .- 119 mph MRI 50-Year ----------------- 119 mph MRI 100-Year --------------------------------- A 130 mph MRI 100-Year --------------------------------- A 130 mph You are in a wind-borne debris region if you are also within 1 You are in a wind-borne debris region if you are also within 1 mile of the coastal mean high water line. mile of the coastal mean high water line. Risk Category I ----------------------------------- 147 mph Risk Category I ----------------------------------- 147 mph Risk Category II ------------------------------- A 159 mph Risk Category II ------------------------------- A 159 mph You are in a wind-borne debris region. You are in a wind-borne debris region. Risk Category III ------------------------------ A 170 mph Risk Category III-IV --------------------------- A 170 mph If the structure under consideration is a healthcare facility and If the structure under consideration is a healthcare facility and you are also within 1 mile of the coastal mean high water line, you are also within 1 mile of the coastal mean high water line, you are in a wind-borne debris region.If other occupancy,use you are in a wind-borne debris region.If other occupancy,use the Risk Category II basic wind speed contours to determine if the Risk Category II basic wind speed contours to determine if you are in a wind-borne debris region. you are in a wind-borne debris region. Risk Category IV ------------------------------ A 182 mph You are in a wind-borne debris region. ASCE 7-05 ASCE 7-05 Wind Speed ---------------------- A 140 mph You are in a wind-borne debris region. The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer.Per ASCE 7,islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area-in some cases,this website will extrapolate past the last wind speed contour and therefore,provide a wind speed that is slightly higher.NOTE: For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. 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Ronal Digitally signed by d J Ronald J Leder Jr LederDate: 2020.09.09 J r 10:43:38 -04'00' https://hazards.atcouncil.org/ 7/22/2020