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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT v6 DESIGN WIND PRESSURE FOR C06010M NTS t CLADDING fPF.) FOR ASCE 7-10 - PEAK ROW HERW LESS THAN OR £QUAL TO 60 fE£T 1k BASIC WIND SPEED - 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) PEAK L-LESS THAN 7'-B' L-GREATER OR EQUAL THAN 7'-B'AND ROOF LESS THAN /2'-J' L"GREATER OR EQUAL THAN I2'-J' HEIGHT POSIM MfGATM P051IM MAUPW P06/RK N[6AThE (h) ULTIILITE AS& ULTMMATE A.SD. ULTIMATE A&0. UL11AA1[ A.S.D. ULTAVA/E ASD. ULTIMATE A&& INDICTED DESIGN WIND PRESSURES * CORRESPOND TO ME MAXIMUM END 15' 76.4 .8 102.4, 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 S1.B zaN£AND INTERIOR ZONE cONavTLDNS > 15'-20' 80.4 107.6 .6 76.8 46.1 100.4 60.2 72.0 43.2 g0.8 54.5 AND FOR ALL ROOF SLOPES. >20'-25' 83.6 50.7 111.9 67.1 79.8 47.9 104.4 626 74.8 44.9 94.4 56.6 yT,y(L-STORM PANEL LENGTH, >13'-JD' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 77.3 46.4 g74 58.4 ACCORDION SHUTTER >30'-40' 90.7 54.4 111,4 72.8 86.6 52.0 113.5 68.0 81.2 48.7 10' 4 61.4 �ERENNGTH OR BOMW >40'-50' 94.J 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 63.9 ** PRODUCTS WCH SFAR A >s0'-6a' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 B72 52.3 109.9 65.9 MIAMI-610E COUNTY ORA STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT yr DESIGN WIND PRESSURE FOR COYPONENT5 GL!DO/NG (P c f) FOR AN£ 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET ar BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS ` RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PtipOF IFS.I O GAS PEAK L-LESS THAN/2-3' L"GREATER OR COL44L THAN 12'-l' ROOF Wi HEIGHT P09TM MEGA WE POSI1NEVABYE (h) ULTIMATE ASD. LINMATE A.5.A DLTAAATF AS0. ULTAMTE A.SD. >60'- 70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 pME C1NM. SCHE'MATM ;-70 1-80' 93.6 56.2 171.6 10J.0 86.2 51.7 151.9 91.1 - -- RECEIVED >Bo'-BD' 95.6 57.4 175.1 105.1 68.0 52.8 155.0 93.0 >go'- 100' 97J 58.4 178.4 1074 89.7 53.8 157.9 94.7 MAR 2 7 2018 > 100'- 120' 100.5 60.3 184.2 110.5 91.5 55.5 163.0 97.8 > 120'- 140' 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 ST-Lude County,Permittin > 140'- 160' 105.6 63.4 19J.6 116.2 97.3 58.4 171.J 1028 g �p > ISO'- 160' 107.8 64.7 1976 118.6 99.3 59.6 174.9 104.9 > 160'-200' 109.8 65.9 101.3 120.8 101.1 60.7 178.1 106.9 >200'-150' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 i 1 f.l �.AA-IQ- y >250'-300' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 V 7� >3DO'-350' 121.0 72.6 221.9 113.1 111.5 66.9 196.3 117.8 *sva. 74.3 227.1 114.1 QF FILE C Mf e-r >400'-450' 12F4 75.8 131.8 I J9.1 1 16.5 69.9 205.1 121.1 tr�wYl�f` ! Z -- ��ad°J 11111 >450' 500' 128.8 77.3 2J6.f 141.7 11&6 71.2 206.9 125.3 r; 1p •�rMA'� I.)THIS CERTIFIED SIGNED AND SEXED WIND LOAD CHART,PREPARED BY WS ENGINEER, BASED ON ASCE 7-10,FOR A BASIC W/ND SPEED OF 170 NPH,AND 2017(6th EDITION)FLORIDA BUILDING CODE- BROWARD, PALM BEACH, MARTIN, ST LUCIE&INDWJ RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORU477ON FOR A SITE SPECIFlC PRO/ECT ASCE 7-10/ WIND PRESSURE CHART L.C. 7.)THIS WIND LOAD CHIRT MUST BE SIGNED,SEALED AND DATED BY THIS ENG/NEER IF USED TO OBTAIN A ONE TIME BUILDING PERM/T. STAPM PANELS ACCORDION&B44"9WTERS - DRAWN BY J.)CONTRACTOR ORPERMR HOLDER TO BE RESPONSIBLE FOR THE SELECTION'OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHAR! RISK GF T 11 OGS 06/DB/17 WHO PRESSURES ARE ULTIMATE AND ASD.PRESSURES. 4.)THIS M1N0 L610 CINRT S/N[L 8E CONSIDERED INVALID/F ALTERED BY ANY MEANS I L ECO INC. WIND PRESSURE CHART DATE BASIC WIND SPEED 170 ph TJWT 1EST/NO!ElNNNEEMNO COMPANY EXPOSURE D, Kd 0.65 17-194 S.)DESIGN WTNO LOAD SELECTED RMIT HO THE ER CONTRACTOR OR PERMIT NAND S EDUL THIS WIND LOAD CART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY B.ui N bu.s. s4.b;11R4AAA IMRMOq B]SrH THE CONTRACTOR OR PERMIT HOLDER(.q.,SPREADSHEET.OPENING SCNEOUL£/TAKE OFF SHEET.ETC). DRAWING Me EB-0006719 WALTER A. nLLIT Jr. P.E SNEET 1 DF 1 FLORIDA Lic.1 44161 A 4