Loading...
HomeMy WebLinkAboutSCOPE OF WORKEXPRES'S CORPORATE OFFICE: 401 West Atlantic Ave., R10 #219 Delray Beach, FL 33444 (954) 354-0660 1 (866) 396-9999 TEAM@ENGIN EERINGEXPRESS'.COM ENGINEERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Site Information Owner: HARRY L NEELY (TR) Wind Speed (VuLT): 170 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.46 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: III Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 112 ft. Roof Slope (0): Flat Roof Slope Coefficient (0c): 0.9 Min. Building a. (L): 160 ft. End Zone_Qisae (a): 16 ft. LWlg'll ♦1111LL 1 aWJuaa. �• ,.,r.n-.-� . ,.,.... �. h!560 ft. h>60 ft. Max Positive Pressure (PmAx+) PMAx+ = gh(6e GCppos + GCpi) PINAx+ = gh(0c GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(6G GCpneg - GCpi) PMAx- = gh(9c GCpneg - GCpi) Eli♦la.�. # VYa�.uauwvaa.a• Size (UV x H) a�vu . av, Zone Zone v....r.••• -•�. Elevation (ft) Area (ft2) Areal rea K� q= GCP+ GCP Pmax+ (Ib/ft2) Pmax- . (lb/ftz) 1 74.5 x 101.25 Int 72 52.38 23.73 1.35 85.11 0.8 -0.8 51.3 -56.3 2 55 x 49 Int 72 18.72 7.00 1.35 85.11 0.9 -0.9 55.9, -59.6 3 78 x 102 Int 72 55.25 24.08 1.35 85.11 0.8 -0.8 51.0 -56.1 5 1 760 x 101.5 1 End 1 72 1 535.69 1337.04 1 1.35 1 85.11 SCAN iN t- D o 'J gtLUCj,,% rntanf�i, Prepared in an 1th:ASCE7-IG. T•TM6NFORMATONBNTENDMTOPROVDEDES6N%iE59JRE5FORTHERflPOSEOFTHENSA AONOFGA® ZUNRSBOPFNNG%OTECTpNASPROWSFDANDPROVDEDaY OT MS.NOCERTFDATDN.EITHERE RES.®ORNRED.60FFEAEDASTOTHEVALDRYORAPPLICf[rYOFANYMOPOSED6YGIEMORCOMPONENTU�ALONGWRHTHESE Ch30.Wind s- mponents&Cladding P RESALPRODUCTSSHPLL�NSTALLFDNSmDTAL•CORDANCEWRHVALDRORDAPRODUCTA OVNSAYDMUSTMEETTHESEPRESSIRESFORTHEGNENS2E 7th Edition ) ida Building Code 2. NOCEATFDATDNORREVEWBO FEREDTHATTHEPROPOSEDUNRSMEETANYEGRESSREOUSUAENTSALLE?GRESSISWESARETOSEADDRESSEDDYTHEPEAh9RNGCONTRACTOR AN D THELOCAL BU LD NG ORMAL 3. THEHOSTSTRUCTURE6ASSIMEDTOBEADEOUATETOWTTHSTANDTHELOADSPAPOSEDBYTHSDESDNA WORKROR C!SG.ORCPENNGSDESDNEDANOCETTFE Design Pressure AS)allowable stress design) Wind Velocity is VIRT4ultimate) DFA VASD=sgtt(0.6 * VuLT) A. TTHEHJ9GON1 5. ENGINEER ALL OST © 2022 E-TeTnpest.com CALLED FI 6. ENGINEER ID: allatnerEcanwpb-1`9230 03/24/2022 Page 1 of 1 T. YMAYVARYSLDHRY.TO THEEK ITTHATTHEOPEANO AREA6NOTSMALLEi THAN 5-40F LLATDN. M SSeOMATION BYCONTRAOTOR.aIeLNDE FES6SAVESHARMLESSTHIS NGNEER FOR FABRDATIOWSYSTEM ERECTION.&CON STRUGTDN PRACTICES BEYOND THAT WHICH 6 ASED ON CONTRACTOR SUPRED DATAAND MFAS1ReANTS.FNGNEEnNG EWRFSSSHALL iR MEASIREMFNTS WORKSHALL BEEFED VEiFED PRDR TO CONSTRUCTDN.EJGNEHNG 0 1111IIIII// Richa%�VeeT,Q PE,86488�J- MA\ 2 4 �Q " Ce4988,5, ryGOI 9jAL .,I//11� IV \\\ Identification Schedule for Opening Protective Device or System (The following minintunt inforntation shall be provided to facilitate plan review and inspection of the proposed ittstallatiott, opening, protective device or system) Address: 3000 N HIGHWAY AIA 8D, FORT PIERCE, FL 34949 Twe of Structure: PERMIT*- Dev. # Device Type Device Manufacturer Approval Opening Width Opening Height Shutter Width Shutter Height # Storni Bars Req. Anchor Spacing Header Reinf. R eq 1. Accordion Town & Country FBC 13757 74 101.25 74.5 101.25 N/A 7/10" No 2. Accordion Town & Country FBC 13757 49 49 55 49 N/A 12" No 3. 4. Accordion NOT COVERED Town & Country FBC 13757 NOT COVERED 74 102 78 102 N/A 711/10" No No 5. Accordion Town & Country FBC 13757 746 101.5 760 101.5 N/A 6" No 0 n