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s% <br /> MASTER <br /> CONSULTING GENpAD HURRICANE PADS FOR GENEFiAC GENERATORSEWIPMU <br /> A ENGINEERS•INC. SOUTH FLORIDA(MIAMI DADE,BROWARD,P1U M BEACH COUNTIES} <br /> CLIENT: DNERSiTECH MAX.W IND SPEED 175 MPH <br /> 5523 WALYSIS HURRI <br /> EST CYPRESS STREET PROJECT: F IORI�A BUILDING CODE CANE AD, <br /> - <br /> SUITE 200 CODES: <br /> ASCE 7-10 <br /> TAMp0.FLORIDA 33607 RISK CATEGORY=iiSPEED- <br /> BASIC WIND <br /> EB:8426 BRO DADEOUNT BASIC WIND SPEED 170 MPH <br /> USE A SAS COUNTY <br /> USE A BASIC W IND SPEED OF 175 MPH _ <br /> Kz' e2ra C;Table 28.3-1 <br /> DAMES R.MEHLTRETTER.P.E. Kd= 025 Table26.6-1 <br /> FL#33860 KN; 1.00 Figure 26.8.1 <br /> July 1t,2014 175A0 <br /> Wind Speed V= <br /> 55.57 PSF (4)318'DIA t M114'LONG ZINC COATED SET IN 4"SOLID CONCRETE <br /> qz=0.002564WKzt'K�°2"i A86-96 SEE NOTE 6) <br /> F_grG"CYAf(Eq.E-283 PULLOUT=3B99#ULT PER TEST(ASTM E TE- <br /> F= 0.65 PULLOUT=974#SERVICE(FS=4.0) 1 LOAD COMBINATION 8 W ASrND(ASCE 7-0;Z.43) 10 <br /> 1.34 0.6 x DEAD <br /> Ct=(Figure 6-21)ASCE INSTALL BOLTS THROUGH UNIT BASE PER 2 DESIGN IS BASED ON SECTION <br /> ON THE GROUND,10'OTHER STRUCTURE <br /> MANUFACTURES SPECIFICA•nONS UNITS ARE TO BE DESIGNED ON A <br /> 82.51 PSF 3 CCAASEE gY CASE-HER ITS NOT BASIS.SHOWN MUST BE <br /> Wind Pressure See Tables Al 4 LARGER HURRICANE PAD USED IN SOME COMBINATIONS TO SATISFY <br /> F=Wind Pr p u L x H DESIGN CHECK <br /> gANCHOR PR S STRE ON BASEDUNITS IN ON ARCHITECTURAL TESTING REPOR7-10 T 29.5- <br /> NUMBERTEST 01-A I DATED 03104f2011. ` <br /> ' GENPAD HURRICANE PAD 4-THICK `N <br /> MODEL# WEIGHT L <br /> pressure FG3t54-4G 240 <br /> 54 31 <br /> WIND SPEED Pressure <br /> PSF - <br /> 175.00 <br /> REMARKS Allowable Allowable <br /> PAD .B UNIT+PAD PAD 6xWIND pressure Wind <br /> WEIGHT .6xD ASp DESIGN z S ed V <br /> PAD WEIGhtT AS0 DEAD WIND DESI <br /> UM UNITGN PSF MPH <br /> MAXI M DIMENSIONS MINIMUM W EIGHT LOAD MOMENT SF CHECK <br /> MOMENT F OVERTURN <br /> MODEL <br /> INL H POUNDS NUMBER OKFOR 175 MPH 66.3 18i <br /> 438.i0 LOB OK OK FOR 175 MPH 11.5 191 <br /> 485.00 604.27 438.50 i.44 OK Oi(FOR 175 MPH 74.8 <br /> 24D 360 60427 1.19 OK <br /> FG3154-4G 501A3 438.10 OK OK FOR 175 MPH �3 <br /> 380 240 388 523.l3 6M1T l.22 202 <br /> MODEL 25.000 48.000 29.000 407 FG315411G 405 5331A 60427 438.10 t.33 OK OK FOR 175 MPH 78.6 196 <br /> MANUFACTURER Bkw 25.000 46.000 26.W0 4�r FG3154-4G 240 413 58399 $D4�7 438.10 OKFOR 175 MPH 74.2 191 <br /> GENERAL 10 kw 46.000 28.000 FG3154�SG 244 452 438.10 i•28 OK OK FOR 175 MPH 202 <br /> 25A00 a8.o00 448 FG3154.4G 240 427 55i.03 80`t'27 438.M10 1.t9 pK OK FOR 175 MPH g4'7 204 <br /> GENERAL 14 kw 2s.DDD <br /> 25.00D 46.OW 5t3 FG3154.4G 240 520.03 604. L34 <br /> GENERAL 18 kw 26.000 475 403 604.2T 438.i0 OK FOR 175 M <br /> GENERAL 16 kw 25.000 FG3154.4G 240 5fl5.90 438.t0 l.38 OK <br /> 25.G00 48.000 20.000 431 454 693.85 604.27 <br /> GENERAG iT kw 25.000 4e.DDD 29.000 51fi G3154AG 240 460 -} <br /> GENERAL 1T kw 25.000 afio6D �•qD0 526 FG3154.4G 240 <br /> GENERAL ZD kw 26000 48.000 29.00o <br /> GENERAL 22 kw <br /> GENERAL ---_ <br /> 4•p OLig CONCRETE @ BOLTS <br /> I- i TYPICAL <br /> � t <br /> FOMSIAG APAq AP D .� <br /> Page 1 of 1 <br />