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HomeMy WebLinkAboutGenerac GenPad Specs copy 2STEP 1: DETERMINE WIND VELOCITY PER LOCATION RISK AND EXPOSURE EXAMPLE COUNTY LG3 N WIND VEIOCI7TES) FOR S�ITAESp I� REFERENCE OF COMMON FLORIDA CONDITIONS (AT ULTIMATE DESIGN DESIGN WIND PRESSURES AT EC[FIC CONDITIONS, CDNSULT LOCAL BUILDING MUNICIPALITY. MAXIMUM VELOCITY. FOR SITE GRADE PER SPECIFIEp EXPOSURE REMAIN CONSTANT FOR ANY MAX WIND -SPECIFIC WIND VELOCITY AND PRESSURE CONVERSIONS, SEE QR LINK PROVIDED BELOW. t!rlqe, RISK EXPOSURE RISK EXPOSURE 11 c D ( III, IV C D 16O MPH -MPH 35.8 PSF 43.4 PSF) 175 MPH 42.8 PSF 51.9 PSF 170 40.4 PSF 49.0 PSF 180 MPH 45.3 PSF 54.9 PSF 170 MPH 40A PSF 49.0 PSF, 1 180 MPH 45.3 PSF 54.9 PSF 175 MPH 42.8 PSF 51.9 PSFi j 186 MPH 48.4 PSF 58.6 PSF 180 MPH 45.3 PSF 54.9 PSFI T200 MPH 55.9 PSF 67.8 PSF Kd abi!26.6-1)= U9 GISeCWn 26.11)= O.8S tt on 2691= 1 Of(Tabl, 29.4-1)= 1 1A STEP 2: DETERMINE CONCRETE PAD PER ALLOWABLE WIND PRESSURE TABLE 2-1-* CONCRETE PAD INFORMATION PRECAST PADS MODEL I. IN W. IN H, IN Wr, IB 32 X 54 X 4 FOAM CORE 32 54 4 341 TABLE 2.2: Aw><Vew1 P r eYSDM --- 1-CONCRETE PADS WEIGHT CALCULATED PER STANDARD WEIGHT CONCRETE (LSO PCF) 2-MIN REQUIRED WOCTIITS LISTED. REFER MANUFAC =SPECS ON6REORC MODEL WEGHT 3- CONCRETE MIN COMPRESSIVE STRENGTH TQ BE PrG,ppp PSI AT 28 DAYS. 4-UNRS NOTSHOWNARE RATED TO EQUNAIENT PR UNITS OR CONDITIONS REQUIRING GREATER �URESGIVEN EQUAL SIZE&EQUAL OR GREATER WEIGHT. FOR REQUIRED. ALLOWABLE PRESSURE, LARGER PAD OR ADDITIONAL ANCHORAGE MAY BE PRECAST PRECAST PADS FOAM CORE CONCRETE GENERATOR PAD! 32 X 54 x 4 IN, FOAM CORE (341 LB MIN) (ON -GRADE APPLICATIONS ONLY) mxGETE PAn- G13BfATpe �'EsG I\\ GENERATOR j o I l.as•-�� o D I � � I �17.98•--f N PAD W LENGTH THICcKNrss y PAD fH PAD DIMENSIONS: PLAN VIEW (OPTIONAL GENERAC ANCHOR LAYOUT) ISOMETRIC VIEW W6XW6/W3.4 CONCRETE PAD X 1.4 MESH MIN 2' MIN q• MIN 50 © © 54" PAD SECTION VIEW = GENERATOR (SEE CONCRETE PAD SCHEDULE FOR V ( I ( DIMENSIONS & WEIGHT REQUIRED) E 3 4n nJ " I �w GPADE I �-32" WIDTH-4 i 54" LENGTH { PAD SIDE VIEW PAD FRONT VIEW GENERATOR MOUNTING CONFIGURATION: ALLOWABLE DESIGN PRESSURE REQUIRED WIND LOAD DESIGN PRESSURES OR SI PSO AT 4 ANGI TT BASE SEPARATE CERTIRGTION SIGN A SOB- RESC �ISGT731 FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER W/ ( 7�0 SS 316 g5EF-DRw.ENG REQUIREMENTS AS DETERMINED IN ACCORDANCE ACCORDANCE WITH THE GOVERNING CODE. 517E-5PECRC LOAD SCREWS TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE •ASDD THE APPLICABLE BUILDING ODDE SHALL BE LESS THAN OR EQUAL TO GENERATOR CAPACITY VAWES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. (SEE GENERATOR SPECS) VISIT mECAL-p13sB79 FCRENGINEE�CEHTi -IXRIOIWLS a MORE PlFDRMAnON A8(MATTHI$ OOwA@.T Vtm OR BC.AN THM CI CODE FORADORgXALPLANy R�ORIEtRFEO11�E3 ■ %' THICX GALVANIZED WASHERa RUBBER VI&RATION PAD GENERATOR ATTACHMENT BASE, VARIES WITH MODEL SEE GH/ERATOR SPECS 2•x3'4r GV.V. STEEL WASHER RDBBER V ATION PAD CONCRETE PAD 6PST CONCRETE PAC, CONCRETE MIX I% 6,000, J CONCRETE MIX W6X W6/ W1.4 X 1.4 MESH MIN NOTES: 1. Y DISTANCE DEPEND ON GERENro0. CASE IENGfH, NO N ac THAN 2'. FOAM OCRE 2. X DISTANCE 3' FROM GMT EDGE TO CLiP. 3. Z DISTANCE DEPEND ON GENERAro0. BASE WIDTH, NO tE55 THAN ANCHOR REQUIREMENTS ANCHOR TO PAD SCHEDU M,PPfDIM! �P�mroA� SC a F>nlys FLAmT S m �Diaitall�As�g ed Bennardo 7 3 Date: 20 24221 - 0L 04/2021 k r - - ------ rz:o33a'Lis'Do. v�SIGtl NOTES 6 T• R. THrs sysrEE HAs eEeA DESEAR,ED ANo snAu. eE'"41 FIBRIGT®IN ADWPDNID: Wrtx TiE aAvri®rneS V� SIXTHEMENDS OF THE FIDRLLU BUiIDING CODE N[ -oM�e� mITH a SEVENTH EDmox (2011 a 2020). 2. eosTrlvE AMD xEGTIVE omGx PRESSURES GICTRAT® FOR USE WITH TNIS SYSTEe S C S Mwt® BE DETERMINED BYOM£RS IXiAIOn-6PC�IC �lOpEagAl.iMa� pA61S IN ACCORDMHCE WIiX nff GOVENDHG DDOx6Dwm MOf XDE a 3. MAXDHUM DDHBISIONS MD WEGHL OF W0.USE GENHUroRS UNR SHALL CONFORMro � SM{g1GTNM COTED I�IEtX- 4. THE AREA UNDDR GDNGn ,STUMP SMNL HAVE ALL VEGEi ICON. STUMPS. ROOTS, YT AND WRaGn HAT_ REMO_AS ro l 7 TN OTHERS. T ON COMPACTED SOS H V IR W m, 862 nr OCHER,. TNESE CONCRETE PADS HAVE 9EBH ti • F W N V PSF, m wraMunwBAaAOE w�Denirs faO POI.5H0UID OTHHI CONDmONS OR u) MATERIAL$ eE EIN%111M91®. TnE @Klx®t of • W = ^� a m11G 1wR�HT WO KRtI00.T0 �„.,',`''' >< S SlIDiMG IS ASSUM®RS15T®BY Z• ?mj. y,;l�a III E18EDr1EltIOFPM IN GRWND ALONG WRH �--a Djm H Ralsruxf Freon coxNEOm rwal- � xoianl �,>_r '; a., � it SLmING rs nor ASMHEDAFADIDRE GSE tx ts.,. ;:I o: eyOTuw TM6 DESIGN si�� 3 O •y J ^ w U W Moo GENERAL NOTES a W a eEcrwDu 1RiaDND, wHEx Rftl{RRED, TO BE DSIGNID a IIISCIFIM IOC ( S O W TONNAGE S) SH- W AS IGIEARSPACE, ' � ❑ TONNAGE ECG) SHALL (!E AS PER MANUFKnIREe RECOMMEHDAnWK ANO ARE THE E%PRESS PESPONSIBRID•OF THE oDT+TRncrox. ... ). EHGDIEER SFALAITDDm HEREro VA1IWTS N N 6lRIKlURALD IONA CO-ACIM SEOF K SPECInUnON BY O ESS TOR, R Y. lNDEMNDSS nSAVS MARMIffi THIS ENGWEEA LE FDRALL COSTaDAMA[SS IxClm[NG LEGAL W � K � FEES nAPM3fATE FEES RESULTING RmM MATEIUAL FABRIGnOX,$TSTEM ERECAT N w m W COXST F ON PPACITCS BETE N THAT Wg01 O t7 K W N IS CALLED F00. m LOby STATE. a:IDEIUL Q IIIDFS a FROX DEWAnDNs OFTFOS PtA1115. n- '� I- m 0, 2 fl HOl1DW PADS WRUSE WHERE APPDU&E BY �- Q W LL 5 OOLL o COOS. L6E OF PADS MAY tSE SURDECf ro BIUUDDiG ETAPPOF Q .-.0 N C CD W v. __SS OF ExTmxc Fwana sHAu nE TXE WLLRFSPON5181DTY OFTNE INSTALLOIG E.J CONTPACfOR.CONDULIORSnALL ENSURETMT W vO ] In AM'RB1 EIS KTEitEDWATBWROMTNG q W Q MEMBMNE6 TIONOED AF'fEA FABRIGnON a W Z: W tli AHD IMSTAWTION OF STRLCNPE PROWS® 2' _ MERDN. T16S ElmDt$t SDWl NOf t>E z RL NSTBLE FDR Axr wATERMIoownc Da Q e tEARAGE tssua Wwa lur awmAs U WATER-nGxTx�Sluu eE THE Fuu V LL REEP'OxSIBRIEY OFTHE INSTALLING 30. T CER0.0 HTM IE OF TMfS EX(aNEER WRTHS PROIKf Wml.. I t 15 O SPECLLLTY ENGINEER AHO NOTTHE Qf� 'f ENlm1E0l OF REBTRD. �NSE�rE1Gt TXE WW ARCMTCCf/ENGINEER OF REfl)RO SIIRIL EE 'a •'- �z RSWI6IDLEFge THEOOHRIiYOFALL tt AIPWRDIING SiRlFA[SroTHa DESIGN WNOCX 5 1.Ej 2Y SEwlaE COORDIMTED BYTiff PFRMITrENG Yli�iI SR CONTPKT00. 11. TXIS DODIMBIT6GBeEUCAMD DOES NOi ddd Pelranro ANr sPE�rc PamEcrsllE aom 8z R IXRWlNnOx COxrMN®HEREIN L58A5®ON '<1 CON1RAStIPPII® WTA AND �8j MH1511AEMENEMENR. ENG E m iDDRESS SHALL G W ¢$ NOT nE HELD RSWMSInIE IXI DABIE Ix ANY o1 Fi�Y WAY FO0. EDURONEWSORINK SHO m R MEASIR+EHEMTS. DIMELSIOHS ARE SHOWN tLLUSTNATE DFSTou FORffs Arm oTHeROTmIRR a g g®9�® REMNNWm1D1 THE l3rRR ROxS YSPECDIBI EtEIrI WORI(SWL6E F)BD VEIUFI®BY .�'o-{Iu �88�5 DTnE0.S PPIORro C0A6TRUCTION. ENGINEBtpG r li 3 R. � SK EXPIRESS SHALL BE HOITNEO MID GIVEN AN C R, oPPDrtTurmxro RFEVAWATE aRm woaX upon raPrRDaer ExcvN�dc Papas• O�ISL TO OF AHY DiACII1MTE DRWM1Anox oaro noomeanDN OF EDGSTDNG FRBO 21-36079 TMSTm TOAND FAXI-S.NAND INSTAWnOrI OF MTEAVLS. ALTDNnIXRS OR ADDmOHSro TlBS DOCtI!@Rr ARE nor SCJLLE:HTG IXOJ=SS NOTED � Arm IN/Al1DATE oua mGmunox. AS �6RSAY PRovmm HEREDR, NO � "FGI 32 ADDTIIOAUL CERTIRGnONS ORAFFOWATSONS 11 AREtNiT3NDED.