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HomeMy WebLinkAboutWind Pressures Notes: 1/000 S" Ocean) Do VQ -4 � 1-ROUND AREAS DOWN TO THE SMALLER NUMBER de,^K,^ Reac/ _ FAR I D AB O GATTAS REE. 2-ROUND MEAN ROOF HEIGHT TO THE NEXT HIGHEST NUMBER ll r ' /•/�, 3-24=ZONE 4,ZS=CORNER ZONE OF WIDTH AS PER LOWER TABLE IN THIS SHEET. R'�•�. 1 4-PANEL SIZE SHALL BE MEASURED WITHIN STRUCTURAL MULLIONS v'_~ * - STRUCTURAL,ENGINEER 5-ALL VALUES ARE IN ALLOWABLE STRESS DESIGN,DIVIDE BY 0.6 FOR LRFD 1 6-THE PRESSURES SHOWN ARE MINIMUM REQUIRED,PRODUCT GLAZING AND MULLIONS MUST RESIST EQUAL OR HIGHER PRESSURE 7318.TEXAS TRAIL 7-DO NOT USE TABLE FOR TALLER MEAN ROOF HEIGHTS THAN TABULATED. 80GA_fiATON.,.FL0R1bA_33487-- _____ 8-FOR DADE AND MONR_OE COUNTIES USE 175 MPH TABLES.FOR BROWARD AND PALM BEACH USE 170 MPH PHONE (954)6.57-7803 FAX:(569)665-5438 9-IF THE BUILDING IS WITHIN 1200 FT OF A LARGE BODY OF WATER SUCH AS A CANAL OR THE OCEAN,EXPOSURE D 15 REQUIRED, -- PRQ,A:. 1 C C"i.:.<l.`,',1(` OTHERWISE Fb 72471.'GA#f29A07 OTHERWISE USE EXPOSURE C L`i1 f UOtt1CQI Ln tf 1f:CCE:18-TO CALCULATE THE WIDTH OF THE ZONE 5 FROM THE LOWER TABLE,ENTER THE SMALLER SIDE OF THE BUILDING AS IF THE WWWRROJECTCLASSIC.0047 BUILDING WERE ENCLOSED BY THE SMALLEST RECTANGLE THAT IS ALL ENCOMPASSING OF THE BUILDING FOOTPRINT. FARID(9PkOJECTCLASSfQCOM 9-OTHER VARIABLES HERE CONSIDERED:KZT=1,KD=0.85,GCPI=r-0.18 10-THIS SHEET NOT VALID WITHOUT A RAISED ENGINEERING SEAL AND BLUE INK SIGNATURE. 11-THIS SHEET IS VALID FOR 1 BUILDING THAT IS NOT A HIGH RISK STRUCTURE:WHERE ITS FAILURE WOULD DISRUPT CIVILIAN LIFE, HOUSES HAZARDOUS CHEMICAL OR EXPLOSIVE SUBSTANCES AND IS NOT AN AUXILIARY BUILDING TO ANOTHER SUCH BUILDING. WIND PRESSURES FOR COMPONENTS AND CLADDING; ASCE 7-10; 170MPH; EXPOSURE D; ENCLOSED BLDG Quick Area Panel (1t2) Hs 15 H=18 H=20 H=22 H=24 H=26 H=28 H=30 H=32 H=34 H=36 H=38 H=40 H=42 H=44 H=46 H=48 H=50 H=55 H=60 Search 12"x120" 10 Z4:45.87 Z4:47.35 Z4:48.22 Z4:49.03 Z4:49.78 Z4:50.47 Z4:51.13 Z4:51.75 Z4:52.33 Z4:52.88 Z4:53.41 Z4:53.92 Z4:54.40 Z4:54.86 Z4:55.31 Z4:55.74 Z4:56.15 Z4:56.55 Z4:57.50 Z4: 58.38 24"x60'• -49.76 •51.36 •52.31 •53.18 -53.99 •54.75 -55.46 •56.13 -56.76 -57.37 -57.94 -58.49 -59.01 -59.51 -60.00 •60.46 -60.91 -61.35 -62.37 -63.32 36"x40" 25:45.87 Z5:47.35 Z5:48.22 Z5:49.03 Z5:49.78 Z5:50.47 25:51.13 Z5:51.75 Z5:52.33 Z5:52.88 Z5:53.41 Z5: 53.92 Z5:54.40 Z5:54.86 Z5:55.31 Z5:55.74 Z5:56.15 Z5:56.55 Z5:57.50 Z5: 58.38 -61.42 -63.40 -64.57 -65.65 •66.65 -67.58 -68.46 -69.29 -70.07 -70.81 -71.52 -72.19 -72.84 -73.46 -74.06 -74.63 -75.19 -75.72 -76.99 -78.16 24"x90" 15�Zl. 44.66 Z4:46.10 Z4:46.95 Z4:47.74 Z4:48.46 . Z4:49014 Z4:49.78 Z4:50.38 Z4:50.95 Z4:51.49 Z4:52.01 Z4:52.50 Z4:52.97 Z4:53.42 Z4:53.85 Z4:54.27 Z4:54.67 Z4:55.06 Z4:55.98 Z4: 56.84 - 36"x60" 48.55 -50.11 -51.04 -51.89 •52.68 -53.42 -54.11 -54.77 -55.39 -55.97 -56053 -57.07 -57.58 -58.07 -58.54 -58.99 -59,43 -59.86 -60.86 -61.78 48"x45" 4.66 Z5:46,10 Z5:46.95 Z5:47.74 Z5:48.46 Z5:49.14 Z5:49.78 Z5:50.38 Z5:50.95 Z5:51.49 Z5:52.01 Z5:52.50 Z5:52.97 Z5:53.42 Z5:53:85 Z5:54.27 Z5:54,67 Z5:55.06 Z5:55.98 Z5: 56.84 59,00 -60.90 -62.03 -63.06 -64.03 -64.92 -65.77 6 •67.31 •68.02 -68.70 -69.35 -69.97 -70.57 -71.14 •71.70 -72.23 -72.74 -73.96 -75.09 24'•x120" 201Z4:43,80 Z4:45.21 Z4:46.05 Z4:46.82 Z4:47.53 Z4:48.20 24:48.83 4:49.41 4:49.97' Z4:50.50 Z4:51.01 Z4:51.49 Z4:51.95 Z4:52.39 Z4:52.82 Z4:53.23 Z4: 53.62 Z4:54.01 Z4:54.91 Z4: 55.75 36'•x80" -47.69 -49.23 -50.14 -50.97 -51.75 -52.48 -53.16 -53.80 •54.41 -54.98 -55.53 -56.06 -56.56 -57.04 -57.51 -57.95 -58.38 -58.60 -59.78 •60.69 48"x60•' 25:43.80 Z5:45.21 Z5:46.05 Z5:46.82 Z5:47.53 Z5:48.20 Z5:48.83 Z5:49.V_ Z5:49.97 Z5:50.50 25:51.01 Z5:51.49 Z5:51.95 Z5:52.39 Z5:52.82 Z5:53.23 Z5:53.62 Z5:54.01 Z5:54.91 Z5: 55.75 -57.29 -59.13 -60.22 -6123 -62.16 -6104 -63.85 -64.62 •65.35 -66.05 -66.71 -67.34 -67.94 -68.52 -69.08 -69.61 -70.13 --70.63 -71.81 •72.90 36"x100" 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 Z4:49.74 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 -48.54 -49.44 -50.26 -51.03 -51.75 -52.42 -53.05 •53.65 -54.22 -54.76 -55.28 -55.77 -56.25 -56.70 -57.14 -57.57 -57.98 -58.95 -59.85 60"x6O" Z5:43014 25:44.53 Z5:45.35 Z5:46.11 Z5:46.81 Z5:47.47 Z5:48.08 Z5:48.66 Z5:49.21 Z5:49.74 Z5:50.23 25:50.71 Z5:51.16 Z5:51.60 Z5:52.02 25:52.42 Z5:52.81 Z5:53.19 Z5:54.07 Z5: 54.90 -55.95 -57.76 -58.83 -59.81 -60.72 -61.57 -62.37 -63.12 -63.84 •64.51 -65.16 -65.77 -66.36 -66.93 -67.47 -67.99 -68.50 -68.99 -70.14 -71.21 36"x120" 30 Z4:42.59 Z4:43097 Z4:44.78 Z4:45053 Z4:46.22 Z4:46.87 Z4:47.48 Z4:48.05 Z4:48.59 Z4:49.11 Z4:49.60 Z4: 50.07 Z4:50.52 Z4:50.95 Z4:51.36 Z4:51.76 Z4:52.14 Z4:52.52 Z4:53.39 Z4: 54.21 48"x90" •46.48 -47.98 -48.87 -49.68 -50.44 •51.15 -51.81 -52044 -53.03 -53.59 -54.13 -54.64 -55.13 -55.60 -56.05 -56.48 -56.90 -57.31 -58.27 -59.15 60•'x72" Z5:42.59 Z5:4397 Z5:44.78 Z5:45.53 Z5:46.22 Z5:46.87 Z5:47.48 Z5:48.05 Z5:48.59 Z5:49.11 Z5:49.60 Z5: 50.07 Z5:50.52 Z5:50.95 Z5:51',36 Z5:51.76 Z5:52014 Z5:52.52 Z5:53.39 Z5: 54021 -54.87 -56.64 -57.68 -58.65 -59.54 -60.38 -61.16 -61.90 -62.60 . -63.26 -63.89 •64.49 -65.07 -65.63 -66.16 -66.67 -67.17 -67.65 -68.78 -69.83 36•'x140" 35 Z4:42.13 Z4:43.49 Z4:44.30 Z4:45.04 Z4:45.72 Z4:46.36 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 48"x105" -46.02 -47.50 -48.38 1 -49.19 -49.94 -50.64 -51.30 -51.92 -52.50 -53.06 -53059 -54.10 -54.58 -55.05 -55.49 •55.92 -56.34 -56.74 -57.69 •58.57 60"x84' Z5:42.13 Z5:43.49 Z5:44.30 Z5:45.04 Z5:45.72 Z5:46.36 Z5:46.97 Z5:47.53 Z5:48.07 Z5:48.58 Z5:49.06 Z5:49.53 Z5:49.97 25:50.40 Z5:50.81 Z5:51.20 Z5:51.58 Z5:51.95 Z5:52.82 Z5: 53.62 -53.95 -55.69 -56.72 -57.66 -58.54 -59.36 -60.13 -60.86 •61.55 -62.20 -62.82 -63.41 -63.98 •64.53 -65.05 •65.56 •66.04 -66.51 -67.63 •68.66 36"x160'• 40 Z4:41.74 Z4:43.08 Z4:43.88 Z4:44.61 Z4:45.29 Z4:45.93 Z4:46.52 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" -45.62 -47.09 -47.96 -48.77 -49.51 -50.20 -50.85 -51.47 -52.05 -52.60 -53.13 -53.63 -54.11 -54.57 -55.01 -55.44 -55.85 - -56.25 -57.19 -58.06 60••x96" Z5:41.74 Z5:43.06 25:43.88 Z5:44.61 Z5:45.29 Z5:45.93 Z5:46.52 Z5:47.08 Z5:47.61 Z5:48.12 Z5:48.60 Z5:49.06 Z5:49.50 Z5:49.92 Z5: 50.33 Z5:50.72 Z5:51.09 Z5:51.46 Z5:52.32 Z5: 53.12 -53.15 -54.86 •55.88 -56.81 -57.68 -58.49 -59.25 -59.96 -60.64 -61.28 -61.89 -62.48 -63.04 -63.58 -64.09 -64.59 -65.07 -65.53 -66.63 -67.64 36"x180•' 45 Z4:41.39 Z4:42.72 Z4:43.51 Z4:44.24 Z4:44.91 Z4:45.54 Z4:46.13 Z4:46.69 Z4:47.21 Z4:47,71 Z4:48.19 Z4:48.65 Z4:49.08 Z4:49.50 Z4:49.90 Z4:50.29 Z4:50.66 Z4:51.02 Z4:51.88 Z4: 52.67 48"x135" -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 -55.82 -56.75 -57.62 60"x108" Z5:41.39 Z5:42.72 Z5:43.51 Z5:44.24 Z5:44.91 Z5:45.54 Z5:46.13 25:46.69 Z5:47.21 25:47.71 Z5:48.19 Z5:48.65 25:49.08 Z5:49.50 Z5:49.90 Z5:50.29 Z5:50.66 Z5:51.02 Z5:51.88 Z5: 52.67 72"x90" -52.45 -54.14 -55.14 -56.06 -56.92 -57.72 -56.46 -59.17 -59.84 -60.47 -61.08 -61.65 -62.21 -62.74 -63.24 -63.74 -64.21 -64.67 -65.75 -66.75 36"x200" 50 Z4:41.07 Z4:42.39 Z4:43.18 Z4:43.90 Z4:44.57 Z4:45.19 Z4:45.78 Z4:46.33 Z4:46.86Z4:47.35 Z4:47.83 Z4:48.28 Z4:48.71 Z4:49.13 Z4:49052 Z4:49.91 Z4:50.28 Z4:50.64 Z4:51 AS Z4: 52.27 48'•x150" -44.96 -46.41 -47.26 -48.05 -48.79 -49.47 -50.11 -50.72 -51.29 -51.83 -52.35 -52.85 -53.32 -53.77 -54,21 -54.63 -55.04 -55.43 -56.36 -57.22 60'•x120" Z5:41.07 Z5:42.39 Z5:43.18 25:43.90 Z5:44.57 25:45.19 Z5:45.78 Z5:46.33 Z5:46.86Z5:47.35 Z5:47.63 Z5:46.28 25:48.71 Z5:49.13 25:49.52 Z5:49.91 Z5:50.28 Z5:50.64 Z5:51.48 Z5: 52.27 72"x100" -51.82 -53.49 -54.48 -55.39 -56.24 -57.02 -57.76 -58.46 -59.121 -59.75 -60.34 -60.91 -61.46 -61.98 -62.49 •62.97 1 -63.44 .-63.89 -64.96 -65.95 Zone 5 Width From Corners MEAN ROOF HEIGHT:THE AVERAGE HEIGHT BETWEEN TALLEST ROOF PEAK AND CORRESPONDING EAVE HEIGHT ABOVE LOWEST TERRAIN LEVEL(FT) 12-TABLE TO BE USED ONLY WHEN BLDG.DEPT.AUTHORIZES THE PERMIT APPLICANT TO RATE PRESSURES BY CORRELATING 15 16 20 22 24 26 28 30 32 34 36 38 40 42 44 46' 48 50 55 60 PANEL SIZES AND OTHER PARAMETERS HERE SHOWN BY USE OF THIS TABLE WITHOUT THE SITE SPECIFIC CUSTOM 30 3 3 3 3 3 1 3 3 3 3 3 3 1 3 3 3 3 3 3 3 - 3 3 CALCULATION FROM A PROFESSIONAL ENGINEER.THE TABLE SOLELY CONVEY S'P-EQUIRED WIND PRESSURES AND NO 35 4 3.5 4 3.5 4 3.5 4 3.5 4 3.5 4 3.5 4 3.5 4 -3.5' '4 3.5 4 3.5 ADDITIONAL STATEMENT IS MADE REGARDING ANY OTHER.PROJECT CHARACTERISTIC OR STRUCTUF�E CHARACTERISTIC. z 40 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 13-USE ONLV WINDOWS AND DOORS THAT CARRY A MIAMI DADE NOA OR FLORIDA STATE PRODUCT APPROVAL. w 45 5 4.5 5 4.5 5 4.5 5 4.5 5 4.5 5 4.5 5 4.5 5 4.5 5 1 4.5, 5, 4.5 14-DO NOT USE THESE CHARTS WHERE THE PROJECT-IS IN PROXIMITY WITH TERRAIN THAT IS IRREGULAR IN HEIGHT HILLS J w 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 n 55 6 5.5 6 5.5 6 5.5 6 5.5 6 5.5 6 5.5 6 5.5 6 5.5 6 5.5 6. .5.5 15-'CHART TO BE USED ONLY BY:Double'G Construction Corp � 60 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 - 65 6 6.5 7 6.5 7 6.5 7 6.5 7 6.5 7 6.5 7 6.5 7 6.5 7 6.5 7 6.5 70 6 7 7 7 7 7 7 7 7 7 7 7 1 7 1 7 7 7 7 7 7 7 1 - m 75 6 7.2 8 7.5 8 7,5 8 705 8 7.5 8 7.5 8 7.5 8 7.5 8 7.5 8 7.5 Q a0 6 7.2 8 8 V98.5 8 8 8 8 8 8 8 8 8 8 6 8 8 8 J BS 6 72 8 8.5 9 85 9 8.5 9 8.5 9 8.5 9 115 9 8.5 9 8.590 6 72 8 8.8 9 9 9 9 9 9 9 9 999rns5 6 72 8 8.8 10 9.5 10 9.5 10 9.5 10 9.5 10 9.5 '10 9.5 to '9.5 DATE:2017-jan-23 FARID GATTAS,PE#7 71 100 6 7.2 8 8.8 10 10 10 10 10 10 ini 10 10 10 10 10 10 10