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HomeMy WebLinkAboutBUILDING SCHEMATICBUILDING'S PEAR' ROOF HEIGHT v8 DESIGN W/ND PRESSURE FOR COMPONENTS 8' CLADDING MS-F.) FOR ASGL7-10 - PEAK ROOF HEIGHT MWS THAN OR EQUAL TO 60 FEET � BASIC WIND SPEED = 170 mph RISK CATEGORY 17 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF L'^ LESS THAN 7'-9" b' GREATER OR EQUAL THAN 7'-9' AND .LESS THAN 12'-3" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEG477VE POSITIVE NEGA77VE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. UL77MATE A.S.D. UL77MATE AID. ULTIMATE I A.S.O. ULTIMATE A.S.D. ULTIMATE A.£D. 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 > 20'-25' 83.6 50.2 111.9 67. 1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4. 97.4 58.4 > 30'-40 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 > sD'-60, 97.3 58.4 1 130.3 78.2 92.9 1 55.7 1 121.5 72.9 1 87.2 1 52.3 1 109.9 65.9 INDIC47EP DESIGN WIND PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDMONS AND FOR ALL ROOF SLOPES. * L = STORM PANEL LENGTH, ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. .x'S,raY PRODUCTS WHICH BEAR A MAMI-DADS COUNTY OR A STATE OF FLORIDA APPROVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A' CLADDING MS.F FOR ASCE 7-10 - PEAK ROOF H£fGHT GREATER THAN 60 F££TaY BASIC WIND SPEED = 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) FILE COPY Ak, �Q eS 'hih9 p g7�1B L4cJP Opd cO tD PG1 PEAK ROOF L" LESS THAN 12-3" L" GREATER OR EQUAL THAN 12'-3" HEIGHT POSITIVE NEGATIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMAIE A.S.D. ULTIMATE I A.£D. UL77MATE A.£D. > 60' - 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80' - 9o' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 > 90' - 100' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7 > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97.8 > 120' -- 140' - 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 > 140' - 160' 105.6 63.4 193.6 716.2 1 97.3 58.4 171.3 102.8 > 160)m-7BOE 1 107.8 6457 197.6 ljjl8Jrq 99.3 59.6 174.9 104.9 > 180' - 2 0 109.8 65.9 201.3 12084 701.1 60.7 178.1 105.9 > 200' - 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 > 250' - 3Do' 1 178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 > 400' - 450' 126.4 75.8 231.8 139. 1 116.57 69.9 205.1 123.1 > 450' - 500'1 128.8 1 773 236.1 1 141.7 118.6 71.2 208.9 125.3 NOTFS: 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF T70 MPH, AND APPLICABLE RISK CATEGORY BUILDING & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM477ON FOR A SITE SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED, SEALED AND D470 BY THIS ENGINEER /F USED TO OBTAIN A ONE 77ME BUILDING PERMIT. Z) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND ASO. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CONIPAC70R OR PERMIT HOLDER FROM THIS WMD LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). FILE COPY A. P8®.44167 a �$ o ..eeo.eee vs" Of (� �E1G�t 2017 (6th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & INDIAN RIVER ASCE 7-10 / WIND PRESSURE CHART L.C. STORM PANELS ACCORDION & B41WMA SHUTTERS **' DRAWN BY RISK CAT. H BLOGS 08109117 9 L E c ®a to c. WIND PRESSURE CHART DATE S77MG a ENGINEERING COUPANY BASIC WIND SPEED = 170 mph rrt se Sfe. = ltid'M VF D% R 331-6 EXPOSURE A Kd = 0.85 17- 19`I (305)8/1-rsm. r (3as)aT1-r53I DRAWING No EB-0006719 ma WALTER A RLLIT Jr. P.E. r ao a-1B8 /i a FLOR/OA L1c. 9 4 767 1 4 1 SHEET 1 OF i