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HomeMy WebLinkAboutDrawing, layout I RECENED OCT 2 5 1019 Permitting Department St. Lucie County I I i i X NO -00 3 I 'ball � I�I�1 vile .{ w , � c ldh�"Ohl o � � N i i i Im cnm 0 o m' BRANCIFORITE, GLEN 9 y � ° 1 9500 S. OCEAN DR. Castle o > � �,,," :... Impact Windows m g JENSEN BEACH FL 34957 - .., a„�„� "Wd FACTORY DIRECT SINCE 1969 -�'`�•' 'u2RMe� .ac4 1 M404 i J. b4ENrOINEEIING EXPRESS® Design Wind Pressure(PMAx+, PMAx-): ASCE 7-10, Ch.30.4.2130.6.2 160 SW 12th AVENUE, #106 h<60 ft. h>60 ft. DEERFIELD BEACH, FL 33442 Max Positive Pressure(PMAx+) PMAx+ = gh(ec GCppos+ GCpi) PMAx+ = gh(Ac GCppos+ GCpi) PH:(954)354-0660 FAX:(954)354-0443 WWW.ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(Ac GCpNcg-GCpi) PMAx-= gh(Ac GCpHeg-GCo) Wind Load Calculation ASCE 7-10 Ch 30 Wind Loads-Components and Device Calculations:ASCE 7-10, Chapter 30,All Subsections Cladding Size Elevation Area AreaT PIRaX+ PmaX- 6th Edition(2017)Florida Building Code # Z6ne(W x H) (ft) (ft2) (ft2) K� qZ GCP+ GCP- (Ib/ft2) (Ib/ft2) - -Site-Information- - ---- - 1 363 x 96 End 170 _ 242.00 305.02 1.57 93.10 0.6 -1.1 46.4 -74.9 owner: BRANCIFORITE. GLEN 2 384 x 96 End 170 256.00 341.33 1.57 93.10 0.6 -1.1 45.8 73:2- - 3 112.5 x 97 1 End 1 170 75.78 1 29.30 1 1.57 93.10 0.8 1 -1.5 1 53.7 -94.7 Wind Speed(V): 165 MPH 4 123.5 x 97 End 170 83.19 35.31 1.57 93.10 0.8 -1.4 53.2 Exposure Category: D Velocity Pressure Coef.(Kh): 1.62 ASCE 7-10 CIL.30.3.1 Table 30.3-/ Directionality Factor(Kd): 0.85 Topographical Factor(KzT): 1.0 Structure Information R op Risk Category: 11 Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 200 ft. p Roof Slope(0): Flat Roof Slope Coefficient(Oc): 0.9 �..'D1e��T Min.Building Dim.(L): 80 ft. o \`\ Q�. '��GENSF End Zone Distance(a): 8 ft. _ Q No PE82328 1.THISNFORMATDN LSNTEJDM TO PROVDEOES13N PRESSURES FOR THE%1RPOSEOFTHENSTALLATDNOFGLAZEDUNRS&OPENNGPROTECTIDNASPROPOSEDMIDPROMMWOTHERSNOCERTMATDN,ErrHor r+ GORDON'DI ATTISTO,Py'E.� EXPRESSED OR IMPLIED,EOFFERM ASTO THEVALDRYOR APPLICABLrrYOFANYPROPOSED SYSTEMOR COMPONENT USED ALONG WRH THESEPRESSUREN EALL PRODUCTSSHALL SESTALLED N STRICTACCORDANCEW RH VALID FLORDAPRODUCTAPFROVALSAND MUST MEETTHESEPRESSURESFORTHEGNEISIZELMRATIONS �!1 '° FLP 82328 ((J 2.NOCERTIFTCATIDNORRE tSOFFEREDTHATTIEM POSED UNITSMEETANYEGRESSREOUREMENTSALL EGRESS SSUESARETO READDRESSED BYTHEPERMRTNG CONTRACTOR AND THELOCAL SULDNGOFFICIAC V \ repared IR accordance with:ASCE 7-I0. 3.THEHOST STRUCTUREISASSUMED TO BEADEOUATETO WITHSTAND THELOADSMPOSED BYTHE DESIGN ASWORKRER.ALESEt(]STNG FRAMNG.OR OPENINGS DESIGNED AND CERTIFIED BYAN ENGINEER OF RECORD(EOrT). Ch-30. Wind-LOaTIS--COITipaneR/S-and-ClQddtng THE CONTRACTOR"NGOFF MSHALLVE"ff ATTHESUSSTRATEE SEDDURNGWORK6SOUND FOR NSTALLATDNOFTHESYSTEMFDEFDENCESMEFOUNDNTHEDOSTNGHOSTSTRUCNRST IS FNGNEEFJ°`� e ` AT F -THE ESSMCRMPLED,6CONTANEDHEREN. 6th Edition(2017)Florida Building Code A.DMENSDNSARESHOWNTOLLUSTRATEDESENFORCESMDOT MOESIGNCRRERWTHEYMAYVARYSLDHTLY,TOTIEEMMTTIATTHEOPENNGAREAISNOTSMALLMT MS%OFTHEFNGNEAEDDEIGN.____• _ _ CONTRACTORETOVERFVALLFFLDDM SDNSMIORTONSTALLATDN. --- 5.ENGIN SEAL AFFpCED HERETO VALDE ATSTRUCTURAL DEIGN ASSHOWN ONLY.USEOFTHESPECFDATAN BYCONTRACTOR,et,LNDEMNFES&SAVEHA WESSTHE ENGNER FOR ALL COST&DA-GENCLUDNG ©2019E-Tempest.com LEGAL FEE&APPELATEFEEREULTNGFROM MATERKFABRICATION,S1STWERECTION,&CONSTRUCTIONPRACTICESM'ONDTiATWHICHECALLEDFOR EYLOCAL,STATE&FEDERAL CODE&FROM DEVIATIONSOFTHE // SS ✓\ �� ID:foldingshutter-P09092019025 6.EN NEERNG EXPRESSHASNOTVErrEDTHEJORWENFORMATDNCONTMM HEREIN EBASED ON CONTRACTOR SUPPL®DATAAND MEAAIREAENTS@IGNEERNG EXPRESSHALLNOTBEHELD RESPONSELEOR LNBLEN / // / IJT #9 MYW"FORMRONEOUSORWORKUPON DISCOVERYOFANYINACCURATE INFORMATION PRIOR TO MODIFICATION OF D(STNG FELD CCONDITONS D FABRICATION AND INSTALLATION OFMATERIALS. PND GNEN AN OPPORTUNffYTO REEVALUATEOUR //IwITI+I F N1=I:R SEAL 10/17/2019 Page 1 of 1 7.EXCEPTASF)TRESSLYPROVIDEDHME-N,NOADDFDNALCERTFDATDNSORAFFNMATDNSMENTFNDM. VALID FOR I1)JOB ONLY 'ALTFAATIONSADDRIONSOR OTNFA MMKNGSTOTHE DOCUMENTPAENOTPERMIRED ANO NVALDATEOUR CERTFICPTDN' JOB INSPECTION SHEET i Job Name:Branciforite WO#09092019025 N0301 Anchor Opening Spacing Wall Size Shutter Shutter Shutter Top Unit No. pressure W x H Width Height Span Bottom 1 74.9 363 x 96 j 363 96 93 I 2 73.2 384 x 96 384 96 93 3 94.7 112.5 x 97 112 112 97 94 I 4 93.4 123.5 x 97 123 112 97 94 i ile COPY i I j I