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Home My WebLink AboutHURRACAN PADENIASTER • r CONSULTING ENGINEERS, INC. 5523 WEST CYPRESS STREET SUITE200 TAMPA. FLORIDA 33607 Clk 8426 JAMES R. MEHLTRETTER. P.E. FL # 33860 Febtuary 17. 2014 HURRICANE PAD - FLORIDA H - CLASS ALL COUNTIES WITH A MAXIMUM WIND SPEED UP TO 150 MPH CLIENT: DIVERSITECH PROJECT: WIND ANALYSIS OF 4' HURRICANE PADS MAX. WIND SPEED UP TO 15D MPH CODES: FLORIDA CODE2010 ASCE7-10 >. RISK CATEGORY = II (� BASIC WIND SPEED= 150 MPH Kr- 035 Exposure C - Table 28.3-1 S 1� v- Pvl�a�®,/ Kd= 025 Table 26.6-1 Os vv • Krt= 1.00 Figure 26.8.1�\ Wind Speed V= 150.00 MPH g2= 0.00256'K *KzrKd'V-2 41.56 PSF F= gYG•CI'Af (Sq.29.5.2) G= 0.85 Cf= (Figure 29.5-1) 1.30 Wind Pressure 45.93PSF .`� • • • • • • • • • T t� Fh=Wre ind Pressu'Ah \ C E N S••RF l�� Ah=LxH • = Q:• No 33860 • �/ WIND SPEED r' • • 150 MPH ryy• •yam 7� • • l� Pressure • • 45.93 PSF 01. STATE OF : r s .' •. E> fIII/0N, \ \E�� 1/4' DIA. TAPCON SCREW 7'EV" PULLOUT=114Q#ULT PULLOUT = 285# SERVICE INSTALL SCREWS THROUGH UNIT BASE 22 GAGE MINIMUM USING HC-1 HURRICANE CUPS IS TOTAL) HURRICANE PAD 41NCHES THICK MODEL# WEIGHT L W HIS40-4 92 18 40 H2424-4 50 24 24 H2436-4 70 24 36 H3030-4 70 30 30 H30604 135 30 60 H3232.4 87 32 32 H3345-4 125 33 45 H34344 87 34 34 H3636-4 100 36 36 H3642-4 117 36 42 H36484 133 36 48 H3652-4 140 36 52 H3M4 145 38 52 H3672-4 190 36 72 H3842,4 y H3865 158 1Z0� 38 38� 42 6500 // 140 40 40 H4242-4 145 42 42 1-14558-4 180 45 58 H5557-4 240 55 67 NOTES: 1 LOAD COMBINATION ASD PER 24.1 ASCE7-10 0.6 x DEAD + 0.6 x WIND (ASCE 7-10; 24.1) 2 DESIGN IS BASED ON SECTION 29.5 OF ASCE 7-10 *OTHER STRUCTURES' UNITS ARE TO BE LOCATED ON THE GROUND. 3 ALL OTHER UNITS NOT SHOWN MUST BE DESIGNED ON A CASE BY CASE BASIS. 4 LARGER HURRICANE PAD USED IN SOME COMBINATIONS TO SATISFY DESIGN CHECK 5 WIND PRESSURE ON UNITS IN ACCORDANCE WITH ASCE 7-10 FIGURE 29.5-1 6 ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS IF MORE STRINGENT. PAD .6 UNIT+PAD MAXIMUM UNIT DIMENSIONS MINIMUM WEIGHT PAD WEIGHT WEIGHT .6xDEAD ZMIND REMARKS W L H POUNDS MODEL # ASO DEAD _ LOAD MOMENT F ASD DESIGN WIND - MOMENT SF DESIGN Allowable Pressure CIZ Allowable Wind SpeedV NUMBER FT-# # FTC! OVERTURN CHECK PSF MPH 23.125 23.125 25313 100 H3030.4 70 102 127.50 186.69 118.14 1.08 OK OK FOR 15D MPH 49.6 156 23.125 23.125 25.313 110 H303D-4 70 108 135.00 186.69 118.14 1.14 OK OK POR 150 MPH 52.5 160 23.125 23.125 28.660 100 H3636-4 100 120 1 180.00 211.38 151.45 1.1911 OK OK FOR 150 MPH 54.6 163 25.750 25.750 32330 141 H3636-4 100 145 216410 265.51 214.60 1.01 OK OK FOR 150 MPH 46.4 151 31200 312DO 32333 ISO H4040-4 140 174 290.00 321.74 260.07 1.1 OK OK FOR 150 MPH 512 158 31200 31200 35.750 186 H4040-4 140 196 326.00 355.74 317.94 1.03 OK OK FOR 150 MPH 47.1 152 31200 312DO 30.DD0 170 H3636-4 100 162 243.00 298.62 223.89 1.09 OK OK FOR 150 MPH 49.8 156 25.750 25.750 28.666 100 H3636-4 100 120 180.00 235.42 168.71 1.07 OK OK FOR 150 MPH 49.0 155 3120D 312DO 30.000 90 H4040-4 140 138 230.00 298.52 223.89 1.03 OK OK FOR 150 MPH 47.2 152 31200 31200 32.330 153 H4040.4 140 176 293.00 321.71 260.02 1.13 OK OK FOR 16O MPH 51.8 159 35.000 35.0D0 28.333 120 H404D-4 140 156 260.00 31627 224.02 1.16 OK OK FOR 150 MPH 53.3 161 35.00D 35.000 39.125 213 H4558-4 ISO 236 44213 436.74 427.18 1.03 OK OK FOR 150 MPH 47.5 153 35.000 35.000 39.125 205 H4558.4 1 ISO 231 433.13 436.74 427.18 1.01 OK OK FOR 150 MPH 48.6 151 35.000 35.000 42.375 272 H45584 180 271 508.50 473.02 501.10 1.01 OK OK FOR 150 MPH 46.6 151 35.000 35.000 45.93E 370 H4558-4 180 330 618.75 51778 588.90 1.05 OK OK FOR 150 MPH 483 154 24.750 24.750 1 2&688 110 H3636-4 100 126 189.00 226.45 16240 1.16 OK OK FOR 15D MPH 53.4 162 31200 312M 28.313 150 H3636-4 100 150 225.00 281.73 199A1 1.13 OK OK FOR 150 MPH 51.8 159 31200 31.2D0 32.313 150 H4040.4 140 174 290.00 321.53 259.74 1.12 OK OK FOR 150 MPH 51.3 158 31200 35.000 28.313. 150 H36424 117 160 24030 316.D4 223.70 1.07 OK OK FOR J50.MPH � -4 - - - - 35.000 35.000 3I 125 215 H4558-4 180 237 444.38 436.74 ^27AB - - -- - -OK- - - OKFOR 150 MPH 47.8 153 35.000 35.000 32333 186 H4040-0_ _ 140- -" -_ 26.00. - 9 291.75 1.12 OK OK FOR 150 MPH 51.3 158 35.000 .000- - »'37- 558-3 180 310 581.63 498.74 55252 1.05 OK OK FOR 150 MPH 483 154 35000 35.000 45.938 370 H45584 180 330 618.75 1 512.78 1 588.901 1.051 OK OK FOR 150 MPH 48.3 154 Page 1 of 4 MASTER • �"�' CONSULTING ENGINEERS, INC. 6523 WEST CYPRESS STREET SUITE 200 TAMPA, FLORIDA 33607 CA: 8426 JAMES R. MEHLTRETTER, P.E. FL # 33860 Febm,y 17, 2014 HURRICANE PAD - FLORIDA H - CLASS ALL COUNTIES WITH A MAXIMUM WIND SPEED UP TO 150 MPH CLIENT: DIVERSHECH PROJECT: WIND ANALYSIS OF 4• HURRICANE PADS MAX WIND SPEED UP TO 150 MPH CODES: FLORIDA BUILDING CODE 2010 ASCE 7-10 RISK CATEGORY = II BASIC WIND SPEED =150 MPH Kr- OAS Exposure C ; Table 2831 Kd= 0.8.5 Table 26.6.1 Kzt= 1.00 Figure 26.8.1 Wind Speed V= 150.00 MPH qr- 0.00256•KYKzCKd'VA2 41.56 PSF F= gz•G•Cf•Af(Eq. 29.5-2) G= 0.85 Cf= (Figure 29.5-1) 1.30 M E H t t Wind Pressure 4593 PSF •••..••...• TR tt Fh=WindPressure'Ah E Iv 5••.'t� 1r Ah=LxH _ • .�+ ,T NO 33860 �� !; WIND SPEED MPH �' • •)150 .0 1� • • 1� r Pressure • • 45.93 PSF 411 STATE OF /�,tt� �s • OR `fit ONAL 114' DUL TAPCON SCREW 1' EMB PULLOUT= 1140# ULT PULLOUT = 285# SERVICE INSTALL SCREWS THROUGH UNIT BASE 22 GAGE MINIMUM USING HG-1 HURRICANE CUPS IS TOTAL) HURRICANE PAD 41NCHES THICK MODEL# WEIGHT L W H18404 92 18 40 H2424.4 50 24 24 H24364 70 24 36 H30304 70 30 30 83060-4 135 30 60 H3232.4 87 32 32 H3345.4 125 33 45 H34344 87 34 34 H36364 100 36 36 R36424 117 36 42 H36484 133 36 48 H36524 14D 38 52 H38524 145 38 52 H36724 ISO 36 72 H3842A 158 38 42 1-138654 170 38 65 H404D4 140 40 40 H42424 145 42 42 H45584 180 45 58 H55574 240 55 57 NOTES: 1 LOAD COMBINATION ASO PER 2.4.1 ASCE 7-10 0.6 x DEAD + 0.6 x WIND (ASCE 7-10; 24.1) 2 DESIGN IS BASED ON SECTION 294 OF ASCE 7-10'OTHER STRUCTURES' UNITS ARE TO BE LOCATED ON THE GROUND. 3 ALL OTHER UNITS NOT SHOWN MUST BE DESIGNED ON A CASE BY CASE BASIS. 4 LARGER HURRICANE PAD USED IN SOME COMBINATIONS TO SATISFY DESIGN CHECK. 5 WIND PRESSURE ON UNITS IN ACCORDANCE WITH ASCE 7-10 FIGURE 29.5.1 6 ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS IF MORE STRINGENT. PAD .6 UNIT+PAD MAXIMUM UNIT DIMENSIONS MINIMUM WEIGHT PAD WEIGHT WEIGHT .6xDEAD - .&WIND REMARKS W L H POUNDS MODEL # D DEAD LOAD MOMENT F ASD DESIGN WIND MOMENT SF- DESIGN All w ble Pressure qz AOawable Wind Speed V NUMBER FT-# - # FT.# OVERTURN CHECK PSF MPH 312M 312D0 39.125 204 H45584 180 230 43200 389.32 380.80 1.13 OK OK FOR 15D MPH 52.1 160 3120D 31200 39.125 204 H45584 180 230 432.00 389.32 380.80 1.13 OK OK FOR 150 MPH 52.1 160 35.000 35.ODD 39.125 250 H455&4 1 180 258 1 483.75 436.74 1 427.18 1.131 OK OK FOR 150 MPH 520 160 35200 35.000 42.500 316 H4558-4 180 298 558.00 474.41 1 504.06 1.111 OK OK FOR 150 MPH 50.8 158 35.000 35.000 45.875 398 H45584 180 347 65025 512.08 587.30 1.11 OK OK FOR 15D MPH 50.8 158 29250 33.0DO 39.750 197 H45584 180 226 424.13 418.36 415.74 1.02 OK OK FOR 150 MPH 46.9 151 29250 33.000 39.750 198 H45584 ISO 227 42525 418.36 415.74 1.02 OK OK FOR 150 MPH 47.0 152 35500 40.000 37.125 248 H45584 ISO 257 481.50 473.61 439.57 1.10 OK OK FOR 160 MPH 50.3 157 35.600 40.000 37.125 240 H45584 180 252 47250 473.61 439.57 1.07 OK OK FOR 150 MPH 49.4 155 35.500 40.000 45.500 410 H465" 180 354 66175 580.46 66027 1.01 OK OK FOR 150 MPH 462 150 35500 40.000 47.333 460 H45584 180 384 720.00 603.84 714.55 1.01 OK OK FOR 150 MPH 46.3 150 35500 40.000 45.003 440 1 H45584 180 372 697.50 586.83 674.86 1.03 OK I OK FOR 160 MPH 47.5 152 312M 31200 39.125 204 H45584 180 230 43700 389.32 380.80 1.13 OK OK FOR 150 MPH 521 160 35.000 35.000 39.125 306 H45584 160 292 546.75 436.74 427.18 1.28 OK OK FOR 150 MPH 58.8 170 35.000 35.OD0 45.875 350 H45584 180 318 59625 51208 587.30 1.02 OK OK FOR 150 MPH 46.6 1 151 38.000 40.000 45.000 395 H45584 180 345 646.88 674.08 645.84 1.00 OK OK FOR 150 MPH 46.0 ISO 38.000 40.Oo0 47.313 460 H45584 180 384 720.00 603.58 713.92 1.01 OK OK FOR 150 MPH 46.3 151 25.750 25.750 25.313 127 H3030-4 70 118 147.75 207.88 131.55 1J2l -OK- -. OKFCR-ISO MPH __ 25.75D 25.750 32313 110 H40404 140_ _ISO- - 250 - .37 -. - 1437 .17 - OK I OK FOR 150 MPH 53.6 162 312M 31.200 -25.333- _ -H3636A� - 00" - 26 189.00 25208 159.65 1.18 OK OK FOR 150 MPH 54.4 163 - 9t. 3120D 1-.2 31200 3231 3 - 152 H40404 140 175 299 00 321.53 259.74 1.12 OK OK FOR 150 MPH 51.6 159 25.333 110 H36364 100 126 189.00 25208 159.65 1.18 OK I OK FOR 150 MPH 54.4 163 31200 31.200 35.750 216 H4040.4 140 214 356.00 355.74 317.94 1.12 OK OK FOR 150 MPH 51.4 159 35.000 35.oDO 2a313 120 H40404 140 156 260.00 316.04 223.70 1.16 OK OK FOR 150 MPH 53.4 162 Page 2 of 4 c z 0 S$SS8S8 88888�8 888�8 r m y O ym`y'o 15. 'w 'm3 fi'iin fw i7'imm {n'mo+mmm z AO WW LS OWiB tO fp 0(Ilm� W A g0 �0. t0 Z a°� m � g ggz g �� +s$ogogo gggs�o+8 gs$ggg � �g `< z OOCCoo UWi W 11JJ N W+ ffJJ W N+V t+GOP pp�� fn O W IIJJ OiN+ Ej G)+ 4 g xomomoN "1-19H iX$. 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WIND SPEED UP TO 150 MPH CODES: FLORIDA BUILDING CODE 2010 ASCE 7-10 RISK CATEGORY =11 BASIC WIND SPEED =150 MPH Kz- 085 Exposrae C ; Table 28.3.1 Kd= 025 Table 26.6-1 Kzt-- 1.00 Figure 26.8-1 Vlnd Speed V= 150.00 MPH qz- 0.00256'KYK21'Kd'VA2 _41.58 PSF F= gfGCf-Af (Eq. 29.5-2) G= 0.65 Cf= (Figure 29.5-1) 1.30 MEH� t+ Wind Pressure 45.93PSF �'........ T j Fh=Wind Pressure'Ah ti •• \ C ENS• % Ah=LxH �� ✓ • �X _ . Q: NO 33860 �� I WIND SPEED 150 MPH Pressure if • • I 45.93 PSF i STATE OF 1W DIA. TAPCON SCREW V EMB PULLOUT =11409 ULT PULLOUT = 285# SERVICE INSTALL SCREWS THROUGH UNIT BASE 222 GAGE MINIMUM USING HC-1 HURRICANE CLIPS IS TOTAL) HURRICANE PAD 41NCHES THICK MODEL# WEIGHT L W H18404 92 18 40 H24244 50 24 24 H24364 70 24 36 H3030-4 70 30 30 H3060A 135 30 60 H32324 87 32 32 H33454 126 33 45 H34344 87 34 34 H3636A 100 36 36 H36424 117 36 42 H36484 133 36 48 H36524 140 36 52 H38524 145 38 52 H36724 Iso 36 72 H38424 158 38 42 H38654 170 38 65 H4040-4 140 40 40 1442424 145 42 42 H4558-4 180 45 58 H55574 240 55 57 NOTES' 1 LOAD COMBINATION ASO PER 2.4.1 ASCE 7-10 0.6 x DEAD F 0.6 x WIND (ASCE 7-10; 24.1) 2 DESIGN IS BASED ON SECTION 29.5 OF ASCE 7-10'OTHER STRUCTURES' UNITS ARE TO BE LOCATED ON THE GROUND. 3 ALL OTHER UNITS NOT SHOWN MUST BE DESIGNED ON A CASE BY CASE BASIS. 4 LARGER HURRICANE PAD USED IN SOME COMBINATIONS TO SATISFY DESIGN CHECK 5 WIND PRESSURE ON UNITS IN ACCORDANCE WITH ASCE 7-10 FIGURE 295.1 6 ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS IF MORE STRINGENT. PAD UNRrPAD MAXIMUM UNIT DIMENSIONS MINIMUMWEIGHT PAD WEIGHT WEIGHT .6xDEAD ASODEAD BzWWD - ASO DESIGN - - REMARKS Alf w ble Allowable LOAD WIND Pressure Wind W L H POUNDS MODEL # MOMENT F MOMENT, SF _ -DESIGN qz Speed V NUMBER FT# # FT-# .OVERTURN -CHECK PSF MPH 35 000 35.000 35.750 281 H4040.4 140 253 421.00 399.06 356.66 1.18 OK OK FOR 150 MPH 642 163 35.000 35.000 39.125 300 H40404 140 264 440.00 436.74 427.18 1.03 OK OK FOR 150 MPH 47.3 162 35.000 35A00 38.175 303 H40404 ID 2fi5 443,00 436.74 427.18 1.04 OK OK FOR 150 MPH 47.6 153 35.000 35.000 45.938 420 H4242-4 1. 339 593.25 512.78 5118.90 1.01 OK OK FOR 150 MPH 46.3 150 770 H45584 180 210 393.75 429.76 361.94 1.09 OK OK FOR 150 MPH 50.0 156 35MO 40.000 33.688 240 H45584 180 252 47ZSO 473.61 439.57 1.07 OK OK FOR 150 MPH 49.4 155 35500 4D.000 37.125 289 H46584 180 281 527.63 516.67 523A3 1.01 OK OK FOR 150 MPH 46.3 151 35500 40.000 40.5W 396 H45584 180 348 648.00 57248 64225 1.01 OK OK FOR 150 MPH 46.3 151 35.500 35500 40,000 40.D00 44.875 47.333 460 H45584 880 384 720.00 603.84 71454 1.01 OK OK FOR 150 MPH 46.3 150 281 H4040-4 140 253 421.00 399.06 356.66 1.16 OK OK FOR 150 MPH 542 163 35.OaO 35.ODO 35.750 300 H4040-0 140 264 440.00 436.74 427.18 1.03 OK OK FOR 150 MPH 47.3 152 35AOD 35.000 35.000 35.000 39.125 39.12S 303 11 10-4 140 266 443.00 436.74 427.18 1.04 OK OK FOR 150 MPH 47.6 153 2o.000 170 H18404 92 157 117.90 22325 111.63 1.08 OK OK FOR 150 MPH 48.5 154 13.000 35.000 220 H18404 92 187 140.40 24558 135.07 1.04 OK OK FOR 150 MPH 47.7 153 13.000 35A00 22.000 92 223 16- 267.90 160.74 1.04 OK OK FOR 150 MPH 47.8 153 t3.000 35.000 24.000 280 H7840-4 Page 4 of 4