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HomeMy WebLinkAboutSTRUCTURAL ENGINEERIt� FROJL--CL CLASSIC StruMurnl E1eglnDer4ng FARID ABUGATTAS, P.E STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE:(954)667-7803 FAX:(561)665-5438 P.E. LICENSE# 72471, CA#29407 WMNV,PROJECTCLASSIC.COM FARID(Ti1PROJECTCLASSIC.COM (-C UT-tr r r I i r1 Netes: 15, 0,-o94n 0/', W 72A 1-ROUND AREAS DOWN TO THESMALLERNUMBER 2-ROUND MEAN ROOF HEIGHTTO ME NEXT HIGHEST NUMBER 3-]A-ZONE 4,25•COMER ASURZONE OFWIIN HAS STRU TURPUMULLIONR LOINER IN THIS SHEET. 4-PANELSI7ESHALL ALLMURE STRESS DESIGN. DMIDEB WINS 5-ALL VPLUESARE W ALLOWABLE STRESS OESIGN.OMDE BY 0.8 FORIAFD 8-THE PRESSURES SHOWNARE MINIMUM REQUIRED, PRODUCT GLAZING AND MUWONS MUST RESIST EQUAL OR HIGHER PRESBU6C n�I N/vi 7-DO NOT USE TABLE FOR TALLERMEAN ROOF HEIGHTS THAN TABULATES. 8-FOR DADEANDMONROECOUNTIESUSE175 MPHTABLES. FOR BROWARDAND PALMSEACH USE 170MPH p 9-IFTHE BUILDING IS WITHIN 1200 FT OF A LARGE BODY OF WATER SUCH ASA CANAL ORTHE OCEAN. EXPOSURE DISREQ�g€D. BY OWERLMBEUSEEXPOSUREC (( II/� 8-TO CALCULATETHEWIDTH OFTHE20NE 5 FROM THE LOWERTABLE. ENTER THE SMALLER SIDE OFTHE BUILDINGISM7 HE Lucie County BUILOINGWEREENCLOSEDBYTHESMALIESTRECTANGME TISALLENCOWP TNGOFTHEBUILOWGFOOWMW. v 9- OTHER VARIPELES HERE CONSIDERED: KZT -1. AD - 0 85, GC PI",6.18 10-THIS SHEET NOT VALID WRHOUTA RAISED ENGINEERING SEALAND BLUE INK SIGNATURE. 11-THIS SHEETIS VAUDFOR 1 BUILDING THAT IS NOTA HIGH RISK STRUCTURE: WHERE ITS FAILURE WOULD DISRUPTCMLIAN UFE. Ii RI III 11i WIND PRESSURES FOR COMPONENTS AND CLADDING; ASCE 7-10; 170MPH; EXPOSURE D; ENCLOSED BLDG QQuick Panel HS 15 H= 18 H= 20 H= 22 H= 24 H= 26 H= 28 H= 30 H= 32 H= 34 H= 35 H= 38 H= 40 H= 42 H= 44 H= 46 H= 46 H= 50 H= 55 H= 60 Search iR9a 12k120" 10 Z4: 45.87 Z4: 47.35 Z4: 48.22 Z4: 49.03 Z4: 49.78 Z4: 50.47 Z4: 51.13 Z4: 4: 52.33 Z4. 52.0 Z41 53.41 Z4: 53.92 Z4: 54.40 Z4: 54.86 Z4: 5531 Z4: 55.74 Z4: 56.15 24: 56.55 Z4: A.50 Z4: SB.38 24' 7 49.76 -51.1$6 52.31 -5118 -53.99 -5475 -55AG -56.13 -5676 -57.37 -5].94 -SB.49 -59.01 -59.51 -60.00 60,46 40.91 4135 62.37 4I&M 36i4W Z5: 45.87 Z5: 47.35 Z5: 49.22 Z5: 49.03 Z5: 49.78 Z5: 5OA7 25, 51.13 Z5: 52.33 Z5: 52.W Z5: 53.41 Z5: 5192 M. 5 AB Z5: SIM Z5: 55.31 Z5: 5514 Z5: 56AS Z5: 56.55 Z5: 57.W Z5: 56.38 61.42 6340 64.57 45.65 66.65 417.58 68.45 -70.W 4081 -71.52 .72.19 -7184 -734S -74.06 -7463 -75.19 -7572 -7699 -78.16 24"XW 15 Z4: 4466 Z4: 461 Z4: 46.95 Z4: 47.74 Z4: 48.46 Z4: 49.14 Z4. 4978 Z4: 50.38 4: 50.95 Z4: 51.49 Z4: 5Z01 Z4: 52.50 Z4: 52.97 Z4: MA2 Z4: 53.65 Z4: 54.27 Z4: 54.67 Z4: 5506 Zia: 55.98 Z4: 56.84 36"K5w 4BE5 .50.11 51.04 -51.89 -52.68 .53.42 64.11 -54.T! -55.39 -55.97 .56.53 -57.07 .57.58 -5867 -58.64 .58.99 -59.43 -59.88 -60.86 411.78 48"x4S Z5: 44.68 Z5: 46.10 Z5: 45.95 Z5: 47.74 Z5: 4B.45 Z5:49.14 Z5: 49.78 0. Z5: 50.95 Z5: 51.49 Z5: 52.01 Z5: 52.50 Z5152.97 Z5: 0.42 ZS: 53.85 Z5: 54.27 Z5: 54.67 Z5: 55.06 Z5: 55.9B Z5: 55.84 -59.W 60.90 6283 413,06 44.03 64.92 45 ]] -66.56 6].31 48.02 -6670 69S5 49.W .7057 -71.14 -71.70 -7223 4274 .73.96 -75.09 24"xl20' 20 Z4: 43.80 Z4: 45.21 Z4: 46.05 Z4: 46.82 Z4: 47.53 Z4: 48.20 Z4: 48.83 Z4: 49.41 Z4: 49.97 Z4: 50.SD Z4: 51.01 Z4: 51.49 Z4: 51.95 Z4: 52.39 Z4: 52.82 Z4: 5323 Z4: 53.62 Z4: 54.01 Z4: M.91 Z4: 55.75 31 -0].69 4923 .50.14 -50.97 -51.75 .52.48 -53.16 -5380 .64.41 -54.98 -55.53 .56.06 -56.55 .57.04 -57.51 -57.95 -58.38 4&80 -5978 1 .6069 48"xBW Z5: 43.80 Z5: 4511 Z5: 46,05 Z5: 46.82 Z5: 47.53 Z5: 48.20 Z5: 48,63 Z5: 4941 Z5: 4E97 Z5: 50.50 Z5: 51.01 Z5: 51.49 Z5: 51.95 Z5: 52.39 Z5: 52.62 Z5: 53,23 Z5: 53.62 Z5: 54.01 Z5: 54.91 Z5: 55.75 -57.29 .59.13 60.22 41.23 a -62,16 .63.04 1 6385 I -6482 -65.35 1 66.05 -6671 .67.34 67.94 68.52 69.08 6961 -70.13 .7063 -71.81 -72SO 36"z1W" 25 Z4: 43.14 Z4: 44.53 Z4: 45.35 Z4: 46.11 Z4: 46.81 Z4: 47.47 Z4: 48.08 Z4: 48.66 Z4: 49.21 Z4: 4974 Z4: 50,23 Z4: 50.71 Z4: 51.16 Z4: 51.60 Z4: 52.02 Z4: 52.42 Z4: 52.81 Z4: 53.19 Z4: 54.07 Z4: 54.90 48"x75" 47.02 4B.54 4944 .50.26 -51.03. .51.75 .5242 -53.05 -53.65 .54,22 -5476 1 .55.28 1 -55.77 -56.25 -56.70 -57.14 1 -57,57 1 -57.98 48.95 -5985 60"WO* Z5: 4114 Z5: 44.53 Z5: 4535 Z5: 46.11 Z5: 46.81 Z5: 47.47 M. 48,08 Z5: 48.66 Z5: 49.21 Z5: 49.74 Z5: 50.23 a: 50.71 Z5: 51.16 Z5: 51.60 Z5: SZL12 Z5: 52.42 a 52.81 Z5: 53.19 Z5: 54.07 Z5: 54.90 -55.95 .57.76 SB.S3 -59.81 60.72 61E7 4237 63.12 63.84 -6451 6516 65.77 46.36 6683 6747 67.90 68.50 68.99 -70.14 .71.21 36"xI20" 30 Z4: 42.59 Z4: 43.97 Z4: M.78 Z4: 4553 Z4: 48.22 Z4: 48.87 Z4: 47.48 Z4: 4865 Z4: 48.59 Z4: 49.11 Z4: 49.60 Z4: 50.07 Z4: WS2 Z4: W.95 Z4: 51.36 4: 51.76 Zd: 52.14 Z4: 52.52 Z4: 53.39 Z4: 5421 W40- 46.48 47.98 48.87 4968 -50.44 -51.15 -51.81 .5244 -53.03 -53.59 -54.13 .5464 -55.13 .55.60 -56.05 56.48 -58.90 -57.31 -5127 -59.15 60 72` Z5: 42.59 Z5: 411.97 Z5: 44.78 Z5: 45.53 Z5: 46.22 Z5: 46.87 Z5: 47AB Z5: 48.05 Z5: 48E9 Z5; 49.11 Z5: 49.6D Z5: 50.07 Z5: SO-52 75: 50.95 Z5: 51.36 Z5: 51.76 Z5: 52.14 Z5: 52.52 Z5: 53.39 Z5: 5421 -5487 -55.64 .5768 58.65 -59.64 4K)M 61.16 61.90 62.60 6128 4169 6449 65.07 65.63 66.16 66.67 417.17 41765 68.76 69.83 36-x140' 35 Z4: 42.13 Z4: 43.49 Z4: 46.30 Z4: 45.0,1 Z4: 45.72 Z4: 4635 Z4: 46.97 Z4: 47.53 Z4: 48.07 Z4: 48.58 Z4: 49.06 Z4: 49.53 Z4: 49.97 Z4: 50.40 Z4: 50.81 Z4: 51.20 Z4: 51.58 Z4: 51.95 Z4: 52.82 Z4: 53.62 401 -46,02 -07.50 48.38 49.19 4EN -5D.64 -51.30 .51.92 -5150 -5106 -53.59 -54.10 -54.58 .55.05 -55.49 -55.92 -56.34 -56.74 57.69 -5857 601x84- 25: 42.13 Z5: 43.49 Z5: 44.W Z5: 4SINI Z5: 4572 Z5: 46.35 Z5: 16.97 Z5: 47.53 Z5: 4B.07 Z5: 48.58 25: 49.06 Z5: 49.53 Z5: 49.97 Z5: 50.40 Z5: 50.81 Z5: 51.2D Z5: 51.58 Z5: 51.95 Z5: 52.82 Z5: 53.62 -5395 -55.69 .56,72 1 -5768 1 -58.54 -5936 60.13 1 -60.86 61.55 1 5210 42.82 6141 6198 44.53 65.05 65.56 45.04 .66.51 4763 68.681 36' 160" 40 Z4: 4174 Z4: 43.08 Z4: 43.88 Z4: 44.61 Z4: 4529 Z4: 45.93 Z4: 4652 Z4: 47.08 Z4: 47.61 Z4: 48.12 Z4: 48.60 Z4: 49.06 Z4: 49,50 Z4: 49.92 Z4: 50.33 Z4; 50.72 Z4: 51,09 Z4: 51,46 Z4: 52.32 Z4: 53.12 48"x120" 4562 -47.09 47.% 48.77 49.51 .5020 -50.85 .51.47 .5205 -52.60 -53.13 1 -5163 -54.11 -54.57 1 -55.01 -55.44 1 -55.85 .55.25 -57.19 .5806 60"x96- Z5: 41.74 Z5: 4308 Z5: 43.88 Z5: 44.61 Z5: 45.29 Z5: 45.93 Z5: 46,52 a 47.OB Z5: 47.61 Z5: 48.12 Z5: 48.60 Z5: 49.05 Z5: 49,50 Z5: 49.92 Z5: 50.33 Z5: 50.72 Z5: 51.09 Z5: 51.0 Z5: 52.32 Z5: 53.12 -53.15 -54.88 55,88 -56.61 -57.68 .58.49 -59,25 -59.96 -6064 61.28 61.89 42.48 41&04 413,58 44.09 4 Sl) 415,01 65.53 4863 67.64 36"x1W" 45 Z4: 41.39 Z4: 4272 Z4: 4151 Z4: 44.24 Z4: 44.91 Z4: 45.54 Z4: 46.13 Z4: 45.69 Z4: 47.21 Z4: 47.71 Z4: 4B.19 Z4: 48.65 Z4: 49DB Z4: 49.50 Z4: 49.90 Z4: 5029 Z4: 50.66 Z4: 51.02 Z4: 51.88 Zd: 52.67 48'x13Y 45.27 46.73 47.60 48.39 49.13 49.82 -50.46 -51.07 -51.65 -52.20 -52.72 -53.22 -53.69 -54.15 -54.59 -55.01 -55.42 -55.62 46.75 -57.62 61 Z5: 41.39 Z5: 42.72 Z5: 43.51 Z5: 44.24 Z5: 44.91 M. 45.54 Z5: 46.13 Z5: 4669 Z5: 47.21 25: 47.71 Z5: 48.19 Z5: 48.65 Z5: 4908 Z5: 49.50 Z5: 49.90 Z5: 50.29 Z5: 5066 M. SIM Z5: 51.88 Z5: 52.67 72"x90' -5245 .54.14 -55.16 -m06 -%92 -5772 -58.46 -59.84 60.47 61.08 6165 62.21 4274 6324 63.74 44.21 .64.67 6575 -6675 36' 00" Be Z4: 41.07 Z4: 42.39 Z4: 43.18 Z4: 43.90 Z4: 44.57 Z4: 45.19 Z4: 4578 24: 46.33 4: 46.86 Z4: 47.35 Z4: 47.83 Z4: 48.28 Z4: 48.71 Z4: 49.13 Z4: 49.52 Z4: 49.91 Z4: 5018 Z4: 50.64 Z4: 51.48 Z4: 5227 46' 150' BIG 141 47.26 -0805 -08]9 49.47 -50.1 -50.72 -51.29 .5183 -52.35 -52.85 .53.32 43.77 -54.21 -54.63 65.04 -55.43 -56.35 -57.22 6Px120" Z5: 41.07 Z5: 42.39 Z5: a3.18 Z5: 43.90 Z5: 44.57 Z5: 45,19 Z5: 4578 Z5: Z5'. 4686 ZS: 47.35 Z5: 47.83 Z5: 4828 Z5: 4B71 Z5: 49.13 M.49.52 Z5: 49,91 Z5: 50.28 75: 50.64 Z5: 51.48 Z5: 52.27 ]2NIW -51.82 41 -`v4.48 -55.39 1 5624 1 -58.46 1 -59.12 59]5 60.34 60.91 61.46 61.98 j 4249 62.97 63.44 6389 -64.96 4,SG5 71 5 Wirl1H Frnm Cnmers MEANROOFHEIG.THEAVERAGEHEGHTSEMM4TPLLESTROOFPEATPNDCORRESFINDINGEPVEHEGMA13'JVELOWESTTERRNNLEVEL(m 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 65 60 30 3 3 3 1 3 1 3 1 3 1 3 3 3 1 3 1 3 3 3 3 3 3 3 3 3 3 35 4 3.5 4 35 4 3.5 4 3.5 4 3.5 4 35 4 15 4 3E 4 3.5 4 3.5 z 40 4 4 4 4 4 4 4 4 4 4 4 4 4 4 d 4 4 4 4 4 45 5 4.5 5 4.5 5 4.5 5 45 5 4.5 5 4.5 5 4.5 5 4.5 5 4.5 5 4.5 w 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 5 5 5 65 6 5.5 6 5.5 6 5.5 6 5E 8 5.5 6 5.5 6 55 6 5.5 6 5.5 6 5.5 ur 60 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2 6 7 7 7 7 7 7 7 87 7 a 70 6 7 7 7 7 7 7 7 7 7 ] 7 7 7 7 7 7 770 ]76 6 . 7.2 8 7.5 . 8 . ].5 8 7.5 . 8 7.5 . 8 7.5 . 8 7.5 . 8 ].5 8 75 80 6 7.2 8 8 B 8 8 8 E76.5 8 8 8 8 8 8B8 885 6 72 6 8.5 9 8.5 9 8.5 9 8.5 9 8.5 9 8.5 9 5.5 9 6.590 6 7.2 8 88 9 9 9 9 9 9 9 9 9 9 9 9 9995 6 7.2 8 88 10 9.5 10 9.5 10 9.5 10 9.5 10 9.5 10 9.5 10 9.5 100 6 TZ 8 86 10 10 10 10 10 10 10 10 10 10 10 10 10 10 12-TABLE TO BE USED ONLY WHEN BLDG. OEPT.AUTHORRES WE PERMTAPPUCANTTO RATE PRESSURES BYCORRELATING PANELSIZES AND OTHER PARAMETERS HERE SHOWN BYUSE OF THIS TABLE WITHRiTTHE SITE SPECIFIC CUSTOM CALCULATION FROM APROFESSIONAL ENGINEER. THETABLE SOLELY CONVEYG REOU REDMNO F4ESSURES AND NO ADDITIONAL STATEMENT IS MADE REGARDING MY OTHER PROJECT CHARACTERISTIC OR STRUCTURE CHARACTERISTIC. 13-USE ONLY WINOONJS AND DOORS THAT CARRY A MIAMI DADE NOA OR FLORIDA STATE FRODUCT *A PROVAL. 14 -00 NOTUSETHESE CHARTS WHERE THE PROJECT [SIN PROXIMITY NIM TEPRAJN THAT IS IRREGUTAti IN HEIGHT (HILLS) I106 - m65 I REVIEWED FOR CODE COMPLIANCE ST= LUCIE CO TY BOCC,q n