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HomeMy WebLinkAboutEngineering ENGINEERING _ EXPRESS®: Design Wind Pressure (PMAx+, PMAx-): ASCE 7-10, Ch.30.4.2130.6.2 150 SW.12th AVENUE, :#10.6 h<60ft. h>60 ft. ' DEERFIELD BEACH, FL.33442 MaxPositive Pressure PMAx+ n 8c PH:(954):354=0660 .FAx:,(954)354-0443 ( ) PMAx+ = q ( GCppos + GCpi) PMAx+ = gn(9c GCppos + GCpi) WWW:ENGEXR'-COM Max Negative Pressure(PMAx-) PMAx-= gn(9c GCpne9- GCpi) PMAx-= gn(9c GCpne9-GCpi) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter'130,All Subsections Cladding Size Elevation -Area AreaT �+ Pmax+ Pmax= 5th Edition(2014)Florida BuildingCode # - Zone ,' 4, I�z - q, Glip+ , GCip- (W x'H) (ft (ftp) r' �(ft?) " (Ib/ftp) (Ib/ftp) Site Information 1 472 x 97 End 14 317.94 515.70 1.03 57.39 0.6 -1.0 28.8 -53.1 Owner: Ron Sonbeek Wind Speed(V): 160 MPH Exposure Category: D Velocity Pressure Coef.(Kh): 1.35 ASCE 7-10 Cb.30.3.1 Table 30.3-1 Directionality Factor(Kd): - 0.85 Topographical Factor(KzT): 1.0 Structure Information RCF hq . Risk Category: H Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 70 ft. Roof Slope(0): Flat Roof Slope Coefficient(8c): 0,9 Min.Building Dim.(L): 45 ft. - End Zone Distance(a): 4.5 ft., 1.THGNFORMAmNISNTENOEDTOPROWDEDESGNPRESSURESFORTHEPURPOSEOFTHENSTALLATDNOFGLfZEDUNITS&OPENING PROTECTION ASPROPOSEDAND PROVIDED BYOTHERSNOCERTFCATIaN.EIIHM.-- ��- t,�•JEFFREY.FRIANT,RE.- EXP gESSED OR MPLIED.GOFFERED ASTOTHEVALDITYOR APPLICABLITYOFANYPROPOSED SYSTEM OR COMPONENTUSED ALONG WITH THESEPRESSURESALL PRODUCTSSHALL BENSTALLED N STRIOTACCORDANCEWITH _yi r; Plepamd m accordance with: VALID FLORIDAPRODUCTAPPROVA SPNDNNSTMFETTHESEPRESSURFSFOR HEGNEJffiELMITATDNS - ., FLPE0060974� 2.NOCERTFICATIONORREVEWGOFFFAEDTHATT-IEPROPDSEDUNITSMEETANYEGRESREOUREMENTSALLEGRESS 65IIE$ggETO READDRESSED BYTHEPEAMRTNOCONTRACTOR PNDTHELOCAL BULONGOFFlC4iL.• .'�,' _ '1 �• ASCE7-10.Section 30. Wind Loads-Components and 3.THEHOSTSTRUCTUREG0.5SUMEDTOBEADEOUATETOWITHSTMIDTHELOAOSMPOSF.DBYT ISDESGN-WORKREPLACESBWNG FRAMNG,OR OPENNGSDESGNED ANDCEFTFEDBYAN ENGINEER OFREEGGORD(EOR), ,':•. -, THE CONTRACTORRU L ONG OFFICIAL SHALL WRIFYTH AT TH ESU BSTRATE B(POSED DURING WOR K IS SOUND FOR INSTALLATION OFTHGSlSTFhLF DEFCENCIESAREFOUND N T-IEEMSTNO HOST ST ENGIN Cladding ORTHEEORSHMLBENOTFIEDBEFORECONTNUNGCONSTRUCTIONANDRESMVESTHEROHTTORENSPECTANDREE ALUATEDESGN.NOWARRANTY,EITHERFJ(PRESSEDORDA LED,GCONTANEDHEREINI 5th Edition(2014)Florida Building Code 4•DUENWHSARESHOWNTOLLUWRATEDESIONFORCESANDOTHFADEBGNCRITERLLTHEYMAYVARYSLGHMY,TOTHEB(TMTTHATTNEOPENNGMiE ISNOTSMALLERTHANS%OFTHEENGNEFAEDDESGN s CONTRACTOR GTOVERFYALL FIELD DMENSIONSPROR TONSTALLATION. T A- 5.ENGINEER SEALMFMDHERETOVMDATESSTRUCTURALDESGNASSHOWNONLY.USEOFT ISSPECFCATION BYCONTRACTOR.ateLNDEMN& &SAVESHARMLESSTHEENGNEER FOR ALLCOST&DAMMINCWDNG _ ©2016 E-Tenlpest.com LEGAL FEES&APPELLATEFEFSRESULTNG FROMMATERW-FABRGATDN,SYBTFMERECTGN,&CONSTRUCTION PRACTICESSEYONDTHATWHGH GCALLED FOR BYLOCAL.STATE&FEDERAL CODES&FROM DEVIATIONSOFTHG PLAN. - ��• ID:mastercare-P1826 6:FNGNEERNGD"ESSHASNOTVGg ISJCRSMWFCRMATGNCONTANEDHERENGBASEDONCONTRACTORSUPPLMDDATAANDMEASURBAENTSENGNEERNGEJFRESSSHMLNOTBEHELORES ONS.EORL"'BLEN , . E RUTH#9865 _ . ANYWAYFORERRONEOUSORNACCURATEDATAORMEASUREMENTSWORKSHALLMFELDVERFEDPRDRTOCONSTRUCTION.ENGNBFNGEKPRESSSHALLBENDTFEDANDGMBJIWOPPORNNRVTO RE. " WORKUPONDGCOVEHYOFANYNACCURATENFORWYIONMIORTO&IODFCATIDNOFEOSMGFaDCONDTTDNSANDFABRCATIONANONSTALLATDNOFMATFRNLS, Vk H,RAISED ENGINEER SEAL 02/23/2016 Pa1 of 1 T,D(CEPfASO"ESSLYMONDEDHME-W,NDADDITONALCERTFCATONSORA in MATIDNSARENTENDED. Page - I •ALTFA gTIONSADOffION OROTHEi MARNNGSTOTHGDOCUMENTARE NOT PEAMRTEDANDNVALIDATEOURCERTFCATION- VALID FOR JOB ONLY JOB NAME: Mean Roof MaigE�t= 7o- MUNICIPALITY: o— MUNICIPALITY: T . L t)C i _ Cc Accordion T = H V1 ADDRESS: I(S �C) . Q c'Pa:� �' Q( Manufacturelyge= SS F� CONSTRUCTION&ZONE CONDITION. 3 ~. OPENING NO, CONSTRUCTION TYPE: Ltr sc r� OPENING SIZE ��h`�:� SQUARE FOOTAGE 3� SLAT SPAN ' ZONE(d(interior),5{end}} t Pressure(pso EDGE DISTANCE a ANCHOR SPACING Connection Type TOP TRACK u Connection Type BOTTOM TRACK fiNcaS TUBES/POSTS REMOVABLE BOTTOM ANGLE TOP TRACK it air ANGLE ESOT TRACK LEFT SIDE ANGLE /Ef/ RIGHT SIDE ANGLE STARTER STRIP I ANCHORTTYPE TOP TAPCON. BOT TOP CRETE-FLEX BOT TOP SOLID SET SOT TOP BRASS-BUSH BOT TOP WOOD LAG BOT TOP PANELMATE BOT