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HomeMy WebLinkAboutSTRUCTURAL ENGINEERFARID ABUGATTAS, P.E. r�• . \.� STRUCTURAL ENGINEER' 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (454).667. 7803 FA%: (m) 665. 5438 I�t 11 tt t I t t 4 : iL P.E. LICENSE 10 72471, CM29407 �Lrnu Ir 1{ 11nvrT„rllr'? V WW.PROJFCTCLASSIC.COM FARID(OPROJECTCLASSIC.COM Noie6: 1-ROUND AREAS DOWN TO THE SMALLER NUMBER 2 - ROUND M SAM ROD F HEIGHT TO TIE N EAT H631BEST NUMBER 3-7A • ZONE 4,Z5=CORNER ZONE OF WIDTH AS PER LOWER TABLE IN TN -SHEET, 4- PANEL $ME SHALL BE MEASURED WRHW STRUCTURAL MULUONS 5-ALL VALUES ARE INALLOWABLE STRESS DESIGN, MICE BY OR FOR UIM l RESIST EQUAL OR HIGHER PRESS URE /J MINIMUMRED UC A9A No ED.ON3 MULLIONS MUST UFHEIOH T ROD T-ENOTUSETABLE�6ARE W 8-FOR DAOEAND MONROE COUNTIES USE 175 MPH TABLES. FOR BROWARDANO PALM MACHUEE ITS MIN 9-WTHE BUILDING G WRHIN 3000 FT OFA LARGE BODY OFWATER SUCHASA CANALOR THE OCEAN, EXPOSURE D IS REQUIRED, /1 OTHER'M6E USE EXPOSURE C B-TO CALCULATE THE WIDTH OF THE ZONE 5 MGM THE LOWER TABLE, ENTER THE SMALLER BIDE OF THE BIIILDINGAS IF THE L• 8WLDNOVVEM ENCLOSED BY THE SMALLEST RECTANGLE THAT M ALL ENCOMPASSING OF THE BUILDING FCOTPRWT. VARNBLES HERE CONSIOMED. NZT-1. KD=0.85.6 1`0w 118 S-OTHER 10-THIS SHEET NOT VALIDMRTHOUTA RAISED ENGINEERING SEAL AND BLUE INK SIGNATURE. 11-THIS SHEET IS VAUD FOR 1 BUILDING THAT 0 NOTA HIGH RISK STRUCTURE: WHERE ITS FAILURE WOULD DISRUPT ONBAW LIFE, WIND PRESSURES FOR COMPONENTS AND CLADDING; ASCE 7-10; 175MPH; EXPOSURE U; tN(GLUJCU t5LUL7 QMICa H= 90 H= ] W H= 110 H= 120 H= 130 H= 140 H= 150 N= 160 H= 170 H= 180 H= ISO N= 200 H= 210 H= 220 He 240 H= 260 H= 280 H= 300 Panel lea He 70 H= 80 84areh 4: 65.6 4: 66.4 4: 57.1 4: 67.9 4: 68.5 4: 69.2 : fi9.B 4: IDA 4: 71.0 : 72.1 4: 73.1 : 74,p 4: 742 12'X120" 10 Z4: 582 -58.2 : 59.5 59.5 4: 60.8 50.8 4: 61.9 41.9 4: 62.9 42.9 Z4: 619 d3.B :' 64.8 54.8 55.6 55.4 d7.1 57.9 5&5 d8.2 59.8 69.8 -70.4 -71.0 : 71.0 •72.1 : ]2.1 -73A : 73.1 -74.0 : 74A -74.9 74.9 24k66' k40" : SB.2 : 59.5 fi0.B 61.9 62.9 63.9 F. 64.8 : 65.6 : 66.4 Z5: 6].1 : 6].9 :6BS : fie.2 : :70.4 -132.1 -1940 - 357 -137.3 -10fi6 -109A .111.4 •1134 -1152 -1171 -118.7 •1203 -12l7 -4231 •124.4 -1257 •1268 .128.0 -128.1 70.4 -130 4:72.1 4: 73.1 4: 74.0 4: 74.8 24k90' 15 4: 56.2 4: 59.5 4: fi0.B 4: 61.9 4: 62.B fi3.8 4: 84.6 Z4: fi5.6 4: fi6.4 Z4: 671 4:67.9 4: 6BS 4: 69.2 :.68.8 4: :71.0 -74.0 36N60' 58.2 .59.5 40.8 d1.9 52.9 53.9 54.8 -fi5.6 56.4 d7.1 417.9 d8.5 50.2 59.8 -70.4 .71.0 -72.1 -73A 60.8 Zw 61.8 Zw 62.8 763.8 97: 64,B 65,6 65.4 67,1 :87.9 5: 685 :69.2 :69.8 :70.4 :71,0 :72.1 :73.1 :74A : 74.9 48k45" Z5:5B.2 :59.5 -1171 -1167 .120.3 -121,7 -1231 -4244 -25] -126.8 .1280 •1291 -130.1 -132.1 •134A -IM.7 •1373 An6.6 -09.1 -1111 -1114 -115.3 64B Z4: 65.6 4: 66.4 4: 67.1 4: 67.9 : 68.5 4: 69.2 : 69.8 Z4: 70.4 : 71.0 4: ]2,1 4: 73.1 4: 74.0 4: T4.B 24k120" 20 4: 58.x : 59.5 4: 60.8 Z4: 61.9 4: 62.9 Z4: 669 d7.9 Sfi.S d9.2 59.8 -70.4 -]1.0 -720 -73.1 -74.0 -74.9 36k80" -58.2 59.5 50.7 d1.9 52.9 d3.9 54.8 d5.fi 4SIA d7.1 68.0 70.4 : 71.0 : 72.1 : 711 : 74.0 74.9 48k60" : 58.2 : 59.5 fi0.B 5: 61.9 : 22.8 5: 63.9 64.8 65.6 : 66.4 5: 67.1 : 57.9 : 68.5 5: 59.2 : : AMA -1301 -1321 AmA A.1 -137.3 -106.6 -JnS1 .111.4 -1 3.4 -115.3 A171 -118] -1203 -1217 -11.1 A244 -175.a -1268 -428.0 4: 69.0 4: 69.6 A 70.7 4: 71.7 4: 726 4: 73.5 36k1W' 25 : 57.0 4: 58.4 : 59.6 : 60.7 Z4: 61.7 626 0.5 64.3 4: 65.1 4: fi5.9 : 6fi.6 4: 67.2 : 67.8 :68.5 -16 -73.9 k75" 57.4 58.8 50.0 51.1 53.1 53.0 d3.9 54.8 .65.5 d6.3 57.0 d7.7 58.3 dB.9 dB.S -70.1 -71.1 -721 73.5 5: 57.0 5: 59A : 60.7 61.7 62.6 M.5 5: 64.3 : 65.1 65A 559.7 :6B.8 6,2D,9 :673 :67.9 :68.5 Z5: 69.0 M: 69.6 :70.7 :71.7 :72b : 6Dk60" :58.4 -113.8 -415.4 -11S9 -118.3 AMA .123.3 -124.4 425.4 -126.5 .128.4 -130.2 -131.9 -133.5 -t03.6 -106.1 -10B.3 -110,3 -112.1 4: 0.3 64.1 4: 64,8 : 65.5 4: 664 : fi6.8 : 6].4 9: 67.8 4: 68.5 4: 69.5 : 70.5 9: 71.4 4: 723 36k12C" 30 4: 561 Z4: 5Z4 41 58,6 4:. 59.7 50.7 61.6 62.5 : d69 57.6 d8.2 d8.8 d9.3 -70.4 -71.4 -72.3 48k90" 56.8 58.1 S9.3 d0.4 51.4 52.4 .63.3 d4.1 54.8 55.6 -fi8.3 67.4 87.9 : fi65 : 69.5 5: 70S 5: 71.4 T2.3 60k72" : 5fi.1 5: 57.4 5&8 59.7 Z5: 60.7 81.8 62.5 63.3 64.1 fi0.B : 65.5 : 88.1 : 68.8 -120.4 : -1 N.5 : -122.5 -1 n.5 •1x5.4 -127.1 -128.6 -130.3 -101.x -103.8 -105] -107,7 -109.5 -111.1 -112.7 •114.2 -115.5 -116.8 -118.1 64.6 -119.3 4: 652 4: 65.11 : 66.4 4: fi].0 4: 6].5 : fi8.6 4: 69.5 4: 70A 4: 71.3 36N14C' 35 4: 55.3 4: 55.6 4: 57A 4: 58.8 4: 59.9 4: fi0.B 4: 61.6 Z4: 62.4 4: 0.2 4: 63.9 : dB.1 d8,7 49.7 .70.7 -71.6 •72.5 a8 xl05" 55.3 57.6 568 -59.9 50.9 51.8 52.7 53.5 54.3 55.0 -65.7 d63 d7.0 57.6 :70.4 : 71.3 ONS4° :55.3 5: 58.6 : 57.8 59.9 : 59.B 60.8 61.8 : 62.4 : 662 53,9 :64.6 5: 653 :65.8 :66.4 :67.0 :67.5 :68.fi :69.5 .126.2 net .101.5 .103.6 -105.5 -iW.2 -108.9 -110.4 .111.6 -113.2 -114.5 -115.] -1166 .117.8 -119.0 .120.0 .1210 -122.8 -124.5 4: 69.1 60.1 4: 60.9 4: 677 4: 62.4 4: 634 4: 83.8 63-a 4: 64.4 4: 65.0 Z4: 65.6 4: 66.2 4: 66.7 : B/.] 4: 68.7 4: 69.6 4: 70.4 36k160" 40 4: 54.7 4: 56.0 4: 5L1 562 53.7 -54.5 d68 d6.4 d7.0 d7.6 d61 d9.2 -70.1 -71.1 •71.9 MN12W 55.8 -57.1 .58.3 59.4 50.4 d1.3 52.2 d3.0 5: 63.8 5: 65.0 :65.6 :66.2 :68.7 5: 67.7 :68.] :69.6 : 70.4 mew, 5: 54.T :56.0 57.1 58.2 Z5: 59.1 : 60.1 5: 50.9 : fi1,7 : 62.4 : 63.1 :64A -116.8 -117.B - 10.8 -120.6 -122.3 -123.9 -125.4 d7.3 d6fi -101.7 -103.6 -105.3 -106.9 AGRA AMR .111.1 .112.4 -113.6 -114. •1168 64.3 64.9 4: 65.5 4: 66.0 4: 67.0 : 88.0 4: 68.8 69.7 WV1W. 45 4: M.1 4: 55.4 4: 56.5 4: 57.5 4: 58.5 4: 59.4 4: 60.2 4: 61.0 4: 61.B 4: 62.4 : 63.1 : 63.7 4: : 56.5 d7.1 d7.7 SB.] 59.6 -70.5 -71.4 481135" 55.4 58.7 57.9 59.0 50.0 50.9 51.7 52.5 53.3 -64.0 54.7 55.3 416.0 fi8.0 : fi9.8 : 69.7 6Dk108" : 54.1 : 55.4 : 56.5 57.5 ISLE : 59.4 E. 6U.2 : 61.0 : 61.8 : E2.4 : 63.1 F. 63,7 75764.3 : 64.9 : 65.5 : 66.0 - 1&9 : 87.0 -118.6 : -120.3 -121.8 -123.3 72k9O" 4958 .98.0 -100.p -101.9 -103.6 • 052 -1066 - 08.0 •109.3 I'll.110.6 •111.7 -112.9 -113.9 -114.9 -11 .9 67.3 Z4: 68.2 4: 69.0 TN200" 50 4: 53.6 4. 54.8 4' 55.9 4: 5].0 4: 57.9 4: 5B.6 l : 59.6 Z4: BOA 4:' 61A 4: 61.8 4: 62.5 : 0.1 4: 63.7 4: 64.3 : 64.8 4: fi5A : 6a. : 57.5 58.6 59.6 50.5 51.3 52,1 42.9 53.6 54.3 d4.9 55.5 58.1 .66.7 57.2 4nI 59.2 -70.1 -7D.8 MN15T 55.1 56,4 58.6 59.fi : 6DA 61.1 : 61.8 : 62.5 : 63.1 : 63.7 : 64.3 : 64.8 : 65.4 : 664 : 67.3 : 88.2 69.0 60'1t720" 5: 53.6 S. 54.8 55.9 57.0 57.9 : : -108.9 -110.1 -111.2 -112.2 .113.3 -1142 -115.1 -116.8 -118.5 •120. -121.5 T2k100" -94.d d66 dB.6 -t00.4 -102.1 -103.6 -105.1 •106.4 -107.7 MFAN RDGF HEpHT:NEAYIIiN3E HE[fHT8E1W EENTALLESTRWF PFAKAND CORRESPONDING SAYS HEIGHT ABOVE LOWEST TERRAIN LEVEL HIT 7e M W roo 114 1L Ge 1w 1m uF 1. 1M 1W M• ]m . N4 Me AO i4E 4D 4 4 1 41 4 4 1 4 4 4 1 4 4 1 4 14 4 1 4 1 4 4 4 4 4 1 4 s H- 6D A fi 1 fi 1 6 8 1 6 6 6 6 fi fi 6 6 1 6 1 6 6 6 6 6 6 8o 8 B I 8 1 8 B 1 8 B 8 8 B 8 8 8 1 8 1 8 8 8 B 8 8 8� too 10 10 lial 10 101 10 10 10 1 10 10 1 10 1 10 10 1 10 1 10 1D 10 10 10 10 161 1n 12 12 1 12l 12 12 12 12 12 1 12 12 1 12 1 12 12 13 12 12 12 12 12 12 140 14 14 14 14 td 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 y 160 10 18 18 18 18 18 18 18 18 16 iB 18 18 18 18 18 18 18 18 10 ID ? 200 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 x0 20 20 20 20 9 no 22 2 n 22 22 22 ]2 22 22 n 22 22 22 22 22 22 2x 22 22 22 240 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 i60 26 2fi 2fi 28 2fi 26 26 2fi 26 28 26 26 2fi 2fi 2fi 21 2fi 26 2fi 26 rc 0� no 28 28 28 28 28 28 28 28 28 28 28 28 20 28 28 28 28 28 28 28 300 28 30 SO 30 30 30 30 30 30 30 SO 30 30 30 30 30 30 3D 30 30 n0 28 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 32 N 340 28 32 34 34 34 34 34 34 34 34 14 34 34 34 34 34 94 34 3d 34 12-TABLE TO BE U35D ONLY WHEN SLOG. DEPT. AUTHORQES THE PERMIT APPLICANT TO ROTE PRESSURES SY CORRELARNO PANELSUDANDOTHER PARAMETERS HERESHOWN BY US9 CFWIS TABLE WOHOUTTHE SNESPECRIC CUSTOM CALCULATION MGM PROFESSIONAL ENGINEER. WE TABLE SOLELY COKAIEYS REQUIRED Me PRESSURES AND NO ADMRONAL STATEMENT IS MADE REG4RDINGANY OTHER PROJEGTCHARACTERISIF OR STRUCTURE CHARACTERISTIC. 13-USE ONLY WINDOWS AND WOKS THATCARRY A MNMI DADE NOA OR FLORIDA STATE PRODUCT APPROVAL 14-W NOTUSETHMECINRTSWHERETHEPROJECTW NPROXIM%WHTERMWTHATOBLREGULARINHEIGHTIHILLSI MAY 2 9 2019 SL LUC12 COuntL D___