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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND.PRESSURE FOR COMPONENTS & CLADDING (P.S.F,) FOR ASCE'7-16 - PEAK ROOF HEIGHT LESS THAN OR EOUAL TO 60 FEET lr RECEIVED BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) AUG 19 2021 St,Lucia Count Permiltino PEAK L••GREATER OR EQUAL THAN 7'-9'AND •• L••LL39 THAN 7'-9' LESS THAN 12'-J' L GREATER OR EQUAL THAN 11'-5' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE I A.S.D. I ULTIMATE A.S.O. ULTIMATE A.S.D. ULTINATE A.S.D. * INDICATED Of5/GN WIND PRESSURES 0'- 15, 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57J 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS - - > 15'-20' 80.4 - - 48.2 107.E 64.6 - 76.8 46.1 100.4 60.2. 72.0- -43.2 _ 90.8_ 54.5 AND FOR ALL ROOF --- SLOPES. - - >20'-25' 83.6 50.2 111.5 671 72.8 47.9 104:4 62.6 79.8 44.9 94.4 56.6 **L=STORM PANEL LENGTH, >25'-JO' 86.2 57.7 115.5 69.3 82:4 49.4 1077 64.6 �7ZJ 46.4 97.4 58.4 ACCORDION SHUTTER >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 48.7 102.4 61.4 SHUTTER HEIGH.BLADE LENGTH BANANA >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 50.6 106.5 6J.9 PRODUCTS WHICH BEAR97.3 58.4 130.3 78.2 92.9 55.7 1219 729 52.3 109.9 1 65.9 M/AMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (P.S.F,) FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEETdr BASIC WIND SPEED = 170 mph RISK CATEGORY ll BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) File Cov ° eRoOf l� 1E1A ED FOR PEAK L••LESS THAN 12-J' L••GREATER OR EQUAL THAN 12'-J' CODE COMPLIANCE ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE �O'g' p gi C/'e y y 'y�/ (h) ULTMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE AS.D. S tl o 1 CIE i, OU 1 9 >60'-70' 91.5 54.9 1677 100.6 84.3 50.6 148.4 89.0 &3130CC ����u BUILDING SCHEMATIC > 70'-80' 93.6 56.2 171.6 f 03.O 86.2 51.7 151.9 91.1 >BO'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 1 9J.0 >90'- fool 97J 58.4 176.4 107.4 89.7 53.8 1579 94.7 > lo0'- 120' 100.5 ,60:3 'i 184.2 I'1IOS5 92.5 55.5 16J.0 97.8> 120'- 140' 10J.2 61.9 1 189.2 1135 95.1 571 1674 100.4 > 140'- 760' 105.6 6J.4 19J.6 116.2 97.J 56.4 171.3 102.8 Q�'•'' GEN �'P�'� > 160'- 180' 1078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 > 180'-200' 109.8 65.9 201.3 1 120.8 101.1 60.7 178.1 106.9 - No.44167 >200'-250' 1 14.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 >250'-JOO' 117.E 70.1 216.0 129.6 106.5 65.1 191.1 114.7 -,o'•. STATE OF .�• >300'-350' 121.0 72.6 221.9 1 J3.1 111.5 66.9 196.3 117.8 y 9 •��c >J50'-400' 12J 9 74.3 22Z i '1 J6.3 114.1 68.5 200.9 120.5 >400'-450' 126.4 75.8 2J1.8 1J9.1 116.5 69.9 205.1 123.1 /lay E� "t"i ` >450'-500' 128.8 77.3 236.1 141.7 118.E 71.2 208.9 125.3 ��� ! Illllt LLLLLNN��`� No I.)THIS CERTITIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16 FOR A BASIC WIND SPEED OF 170 MPH,AND 2020(7th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,Sr.. LUCIE&1NDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES,/S COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 02020 rurEco,INC ASCE 7-16/ WIND PRESSURE CHART M.P 2)'THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS;ACCORDION&84HAMA SHUTTERS DRAWN or J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE MR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. Il BLOGS 06/2J/2010 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. I L E C O�N C. • DOTE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, WIND PRESSURE CHART TILLIT rESTINO&ENGINEERING COMPANY BASIC WIND SPEED- 170 mph ZO-117 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY BJJS namJ6(ia Jeil-•I=.HF-INN(,wOeirG-'IMIM14� EXPOSURE A Kd=0.85 THE CONTRACTOR OR PERMIT HOLDER(.B.,SPREADSHEEr,OPENING SCHEDULE/TAKE OFF SHEET,ETC). C4-0006719 �•x �h a� m, DRAWING No WALTLR A IT Jr.P.E m IT-�p� � FLORIDA Uc.#44I67 SHEET I OF 1