Loading...
HomeMy WebLinkAboutEngineering jt5(ENGINEERING EXPRESS® Design Wind Pressure(PMAX+, PMAX-):ASCE 7-10, Ch.30.4.2/30.6.2 16"0 SSW 12th AVENUE, #106 h<_60 ft. h>60 ft. D'EERFIELD BEACH, FL,33442 Max Positive Pressure(PMAx+) PMAx+ = gh(Ac GCppos+ GCpi) PMAX+ = gh(6c GCppos+ GCpi) PH:(954)354L0660 Fax:(954)354-0443 WWW.'ENGEXP.COM Max Negative Pressure(PMAx-) PMAx-= gh(6o GCpne9-GCpi) PMAx-= gh(6c GCpneg-GCpi) Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads-Components and Device CalculationS:ASCE 7-10, Chapter 30,All Subsections Cladding Size Elevation q Area AreaT n ,,Pmax+'" , Pm'-ax- 5th Edition(2014)Florida Building Code- # Zone 2 2 I�z z �1`ip f GCp- 2 2 �( H) lf�l(ft=)1�11iI 1�III1Ir(f�r)�rnr r�ll►(fi�r) „.(Ib/.ft).,� �.L(Ib/.ft�):� Site Information 1 35 x 69 Int 7 16.77 11.02 1.03 64.79 1.0 -1.1 48.1 -52.3 -2- =35-x-69_--1 nt- -7===1-6.:7.7 _ _ _ -- _- -_11.02__1..03_=-- 64.79-- _ 1.0 __-1.1 - 48.1 -52.3 Owner: Raymond L Rourke 3 35 x 69 End 7 16.77 11.02 1.03 64.79 1.0 -1.3 48.1 -63.1 4 36 x 69 End 7 17.25 11.02 1.03 1 64.79 1.0 -1.3 1 48.1 -62.9 Wind Speed_(V)__ ---1-70 MPH- 1-5_5 - - 36 x-69- _ Int _ _ _ 7-- 1-17.25 11.02 1 1.03 1 64.79 1 1.0 1 -1.1 1 48.1 Exposure Category: D Velocity Pressure Coef.(Kh): 1.22 ASCE 7-10 Ch.30.3.1 Table 30.3-1 Directionality Factor(Kd): 0.85 Topographical Factor(KzT): 1.0 Structure Information R tip I 6 u e {►. a,,yo 0 Risk Category: R Building Classification: Enclosed Int.Pressure Coef.(GCpi): 0.18 ASCE 7-10 Table 26.11-1 Mean Roof Height(h): 40 ft. Roof Slope(9): Flat Roof Slope Coefficient(Ac): 0.9 Min.Building Dim.(L): 98 ft. End Zone Distance(a): 9.8 ft. 1.THIS N FOR NATION GNTEND ED TO PROVIDE DESIGN PRESSURESFOR THE PURPOSEOFTHENSTALLATIDN OF GLAZED UNIES&OPENING PROTECTION AS PROPOSED AND PROVIDED BYOTHERS.NO CFATFICATION.ETTHFRJEFFREY FRIANT,P.E. EXPRESSED OR MMM.SOFFERED ASTOTHEVALIDITYOR APPLCABLITYOFANYPROPOSED SYSTEMOR COMPONENTUSED ALONG W BH THESEPRESSURESALL PRODUCTSSHALL BENSTALLED N STRCTACCORDANCE WRH Prepared in accordance With: VALIDFLORIDAMODUCTAPPROVALSMIDMUSTMEETTHESEPRESSURESFORTHEGNENSEELMRAMNS FL PE 0060974 2.NOCFRTFICATDNOR REVIEW SOFFERED THATTHEPROPOSED UNRSMEETANYEGRESSRE0UIRFMFNTSALL EGRESS ESUESARETO READDRESSED BYTHE PERMRTNG CONTRACTOR AND THELOCAL BUILDING OFFCIAL VCOFAUTH7*9 ASCE 7-10.Section 30. Wind Loads-Components and G. EHOSTRUCTUFE,,AEEUMED TO BEADEOUATETO WITHSTAND THELOADSMPOSED BYTHBDESKiN ASWORKREPLACESEXISTNG FRAMNG,OR OPENINGS DESIGNED AND CERTFED BYMI ENGINEER OF RECORD(EORI.Claddin THECONTRACTORRULDINGOFFC ALSHAII VEAFYTHATTHES BS TA EE POSEDOURNGWORKISSOU NO FOR INSTALLATION OFTHISSYSTFMF DEFCENCIESARE FOUND N THE E45FNG HOSTSTRUCTURETHr ENGINEER g OR THEEOR SHALL BENOTFED BEFORECONTNUING CONSTRUCTION AND RESERVESTHE RGHTTO REINSPECTANO REEVALUATEDESIGN.NOWARRANTYBTHER EXPRESSED OR PAPLED.SCONTANED HEREIN. 5th Edition 20141 Florida Buildin Code 4.DMENSIONSARESHOWN TO LLUSTRATEDESION FORCESAND OTHER DESIGN CRrTEREATHEYMAYVARYSLGHTLY.TOTHEIX TTHATTHEOPFNNGMiEABNOTSMALLER THAI 5%OFTHEENGNEERED DESIGN. ( / CONTRACTORrTOVERFYALLFELDDN MNSPRIORTONSTALLATCN. 5.ENGNEER SEAL AFFIXED HERETO VALGATESSTRUCTURAL DES13N ASSHOWN ONLY.USEOFTHIS SPECFTCATION BYCONTRADTOR,etoLN DEMNFIES&SAVESHARMLESSTHBFJJGN'EER FOR ALL COST&DAMAGESNCLUDNO ©2016 E-Tempest.com LEGAL FEES&APPELLATEFEFSRESULTNG FROMMATERIAL FABRCATION.SYSTEMERECTGN,&CONSTRUCTGN PRACTCESBEYON D THATWHCH SCALLEO FOR BYLOCM.STATE&FEDERAL 0006&FROM DELMTGNSOFTHIS JPLAN. ID.paradlseext-PRaymond LRourke S.MGNEERNGIX ESSHABNOTVG MMrJOBBRENFORMATCNCONTMMHFAENGBfSEDONCONTRACTORSUPMMDDATAAIDMEASUREMENTSEHGNEERNGIXPRESSSHALLNOTBEH&DRL90NSBLEORLIA�EN ANY WAV FOR ERRONEOUSOR NACCURATE DATAOR MEASUREMENTS WORKSHALL BEFELD VERFED PRIOR TO CONSTRUCTCN.MGNEERNG EXPRESSSHALL BENOTFED AID GNBJ AN OPPORTUNITYTO RE-EVLUATEOUR WORKUPONDISCOVFAYOFMYNACCURATED4FORMATIONMK)R MODIFICATION OF EXISTING FIELD CONDRIONSAN D FABRICATION AND INSTALLATION OF MATERIALS. WITH RAISED ENGINEER SEAL 03/01/2016 Page 1 of 1 1 T•EXC P ASEXPRESSLYMONDEDHME-W,NOADDRCNALCERTFCATCNSORAFFRMATCNSMENTFNDED. VALID FOR JOB ONLY .ALTER ATONSADDITGKN NS.OROTHER MAA GSTOTHGBJ DOCUMTARENOTP MRTEDMNDNVAGATEOURCMTFCATCN' Opening Size (W x H) 1. FL16177.1 35.x 69 (Single Hung) - 2: FL1'6177.1 35 x69 W (Single Hung) Fig( 3. FL16177.1 35 x69 (Single Hung) O C 4. FL16177.1 36 x69 (Single Hung) (D 5. FL16177.1 36 x 69 J (Single Hung) 4 5 C F— < cv — - Q 3 &- Lo Bed 1 � a) -, Q : N Ey 0)U ' 2 m Int Living Wall n d (�\ M M 98 433 432 aIt J Qm 'O O Z ILL O o TC-) �— 122 -' - PYRIGME�iE11PESt.GOY SCALE: NOT TO SCALE GATE: Feb 21,2016 PAGE DESCRIPTION: Site Plan PAGE: OF+ - 1 1 i I i PARADISE EXTERIORS i I "Building Our Quality Reputation One Customer At A Time" SCC131150472 Property Information Buildin Information Owner: Raymond L Rourke Wind Zone: I 170 MPH. Address: 4100 N AIA#433 Exposure Category: D FL 34949 Minimum Building Dimens'on: 98 ft. Mean Roof Height: 40 ft. Risk Category: ! II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone WIL idth(in) Height(in) El__]Ievation(ft) Pressure(psf) Pressure(psf) 1 Int 35 69 7 48.1 -52.3 ----- ----_----- --- ------'-- --......._ ----- 2 Int 35 69 7 48.1 -52.3 _...— --------- ----------- -.-.-._... ...-.__—.__. I 3 End 35 69 7 48.1 -63.1 _ ... _.__ - -. _ — ........ .... -— 4 End 36 69 7 48.1 -62.9 - - - - .......-- .... .. ---_....----- -- 5 Int 36 69 7 48.1 -52.2 I ij I III. �I I , I I Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.Sth Edition', 014)Florida Building Code. Page 1 of 1 I I � I �L A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Corner Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER. or Interior OR DOOR TYPE NUMBER (+)PSF (-)PSF (+)PSF (-)PSF SIZE TESTED DIMENSIONS MULLION REQ Y/N/NA REQ Y/N 1 Int Window 7/8"Lami FL16177.1 70 70 48.1 -52.3 52x62 35x69 No No 2 Int Window 7/8"Lami FL16177.1 70 70 48.1 -52.3 52x62 35x69 No No - - ------ --- 3 End Window 7/8"Lami FL16177.1 70 70 48.1 -63:1 —5-!X=16-1-35-k-69— - ---No -N6 - -- 4 End Window lis„Lami FL16177.1 70 70 48.1 -62.9 52x62 36x69 No No 5 Int Window pis„Lami FL16177.1 70 70 48.1 -52.2 52x62 36x69 No- No