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HomeMy WebLinkAboutAPPROVED, Engineering01�00 CORPORATE OFFICE: 401 West Atlantic Ave., R10 #219 Delray Beach, FL 33444 ___Design Wind-Pressure-(PMAX+,_PMAX-): fi>60 ft Max Positive Pressure (PmAx+) PMAX+ = gh(9c GCppos + GCpi) PMAX+ = gh(9c GCppos + GCpi) Max Negative Pressure (PMAX-) PMAx- = gh(6c GCpneg - GCpi) PMAX- = gh(9c GCpneg - GCpi) (954) 354-0660 1 (866) 396-9999 TEAM@ENGIN EERINGEXPRESS.COM ENGINEERINGEXPRESs.COM Device Calculations: ASCE 7-16, Chapter 30, All Subsections Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Site hdorniftfian -- owner: David Pineda Wind Speed (VuLT): 170 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.08 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: . II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 20 ft. Roof Slope (9): Sloped Roof Slope Coefficient (6c): 1.0 Min. Building Dim. (L): 3 ft. End Zone Distance (a): 3 ft. Prepared in accordance with: ASCE 7-16. Ch 30. Wind Loads - Components & Cladding 70r Edition (2020) Florida Building Code Design Pressure ASD (allowable stress design) Wind Velocity is VOLT (ultimate) VAS. =sgrt(O.6 * VOLT) 0-2022 E-Tempest.com ID: odonnell-P15477 # Size; '(W x H) Zone Elevation_ (ft) Area � (ft2) - ` AreaT :,, (ft2) I<Z q2 GGp+ GCP I PmaX+ (lb/ft2) .. Pmax- ., (Ib%ft?) 1 73 x 85 Int 7 43.09 16.72 1.03 64.79 0.9 -1.0 43.6 -47.7 _ 2 _ 73 x _85 Int 7 43.09 16.72 1.03 64.79 0.9 -1.0 43.6 -47.7 _ "3-_ 75 x 39 Int 7 20.31 13.02 1.03 64.79 0.9 -1.0 46.0 -50.1 4 37 x 39 Int 7 10.02 3.52 1.03 64.79 1.0 -1.1 48.2 -52.3 5 75 x 39 Int 7 20.31 13.02 1.03 64.79 0.9 -1.0 46.0 -50.1 6 75 x 64 Int 7 33.33 13.02 1.03 64.79 0.9 -1.0 44.4 -48.5 1. THEN FORMATION ISNTENDED TO PROVDEDESION PRESSURES FOR THEPURPOSEOFTHENSTALLATION OF GLAZED UNITSSOPENNG PROTECTION AS PROPOSED AND PROVIDED BY OTHERSNO CERTIFICATDN,EWHER EXPRESSED OR MPLIED,ISOFFERED ASTO THEVALDITYOR APPLIOABLIrYOF ANY PROPOSED SYSTEM OR COMPONENT USED ALONG WtrH THESE PRESSURES. ALL PRODUCTS SHXLM14STALLED N SFRDTACCORDANCEWrrH VALID FLORDAPRODUCTAPPROVALSAND MUSTMEETTHESEPRESSURES FORTH EGNEN SIZE LIM IONS. 2. NOCERTFDATION OR REVIEW COFFERED THATTHEPROPOSED UNITS MEET ANY EGRESS REDUEREMENTSALL EGRESS ESUESARETO BE ADDRESSED BYTHEPERMnTNG CONTRACTOR AND THELOCAL BUILDING OFFIOrAL. 3. THEHOSTSrRUCTUREEiASSUMED TO BEADEOUATETOWITHSTAND THELOADSMPOSED BYTHEDESION N ASWORKREPLACES EBSMG FRAMG.OR OPENNGSDESIGNED AND CERTIFIED BVANFNGNEER OF RECORD(EOR).THECONTRACTOR,BULDNG OFFDIALSH&LVFAff ATTHESUBSrRATEDa'OSED DURNGWORKESOUND FOR INSTALLATION OFTHESVSTEM.F DEFIO@NCESAR EFOUND N THE EXETNG HOST STRUCTURE, THEEN GIN EER OR THE EOR SHALL BE NOTIFIED BEFORE CONTNUNG CONSTRUCTION AND R ESERVESTHERDHTTO RE ER EXPRESSED OR MKIEDEC TANED HEREIN. NSPESIONDRESHOWNTOLLUSRATEoERANFOHTH ON A. TH EN GINSARE DESIG TO NTRAC ORD TOVERIRCESANDOTHENSIONSPRIORT INSTALMAVVARYGLDHTLV TOTHEEMENTTHATTHEOFFNNG AREAENOT SMALLER THAN S%OF - THEEIGNEENLA FTW H CONTRAC IDA ETO VERFYPIL FIELD OMENS OWN ON R.0 EOF THISS N. B. A-LCOSRSEAMA ESN HERETO LEGAL FESSTRUCTURALDESKiNA LTINGF ONLV.UEEOF TH RICATI AMNN.SYST BYCONTION.&C NSTR CTION PS8SAVESHARMLEGSTNEHICHIS RFOR ALLCOSre D-.L-OESNCUIDNGLEGAL CODMPPROMDFEETIDNSOTNGFROM MATERIAL FABRIOATION.SYSTEM EAECTION.BCONSTRUCTION PRACTIOESBEYONO THATWHIOHE CALLED FORBI/LOCAL.-SiATE6FEDFAPLCOOESeFROMDEVIATIONSOFTHEFLAN.- ------------ ---- ------ 6. ENGINEERING EXPRESSHASNOTVISITED THEJOBSRENFORMATION CONTAINED HEREIN EBASFD ON CONTRACTOR SUPPLED DATAAND MEASUREMENTSENGNEERNG EXPRFSSSHALL 02/21/2022 Page 1 of 1 r. EEXCEPf AD.SEXPRRESSLVPpow En HER&IN,, I WORKUPON DECOY YOF, AFFRMAT ONSARENTENDED. aid . . [FL A1= 864 '31 ®, . a648 f .IV C2h.nath $Q tgs"'F TN FDIC 13lwER SEAL /1111110