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BUILDINGS PEAK ROOF HEIGHT va DESIGN WINO PRESSURE FOR GDA/PONENTS & GL9DDIN ass. FOR A cE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO sn FES S451C WIND SPEED = 170 mph RISK CATEGORY 9 BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L-LE55 THAN 7'_9' L"GREATER OR EQUAL THAN 7'_9'AND L-GREATER OR EQUAL THAN 12'-J" ROOF LESS THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NErAl" (h) ULTIMATE A.S.D. ULT/MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE ASO. ULTIMATE A.S.D. *• INDICATED DESIGN WIND PRESSURES o'- rs' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.J 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAX/MUU END ZONE AND INTERIOR ZONE CONDITIONS > 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 AND FOR ALL ROOF SLOPES >20'-25' 83.6 50.2 111.9 671 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 >25'-JD' 85.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 974 58.4 **L ACCORDION PANEL >JO'-4o' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BAHAMA m SHUTTER HEIGHT. M >4D'-sD' 94.3 56.6 126.7 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 63.9 *Arc* PRODUCTS WHICH BEAR A m > 60' 97.3 58.4 7JD-T 78.2 92.9 55.7 127.5 72.9 872 52.3 109.9 65.9 MAIR-ADE COUNTY OR A STATE OF FLORIDA APPROVAL f {L1 BUILDINGS PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR GOAIPONENTS & cLADDING (8s.F.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT GREATEv THAN an CD BASIC WIND SPEED > 170 mph RISK CATEGORY Il BUILDINGS 011 RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) M 0 PE00f (fl C-0 �E10 C:77 PEAK L•-LESS THAN 12-J" L-GREATER OR EQUAL THAN 12'-J' ROOF HEIGHT POSIRVE NEGATIVE POSITIVE NEGTIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE ; A.S.O. >60'-70' 91.5 1 54.9 1677 100.6. 84.3 50.6 1 148.4 89.0 BUILDING SCHEMATIC > 70'-80' 93.6 1 56.2 171.6 103.0 86.2 51.7 1 151.9 91.1 >60'-9o' 95.6 574 175.2 105.1 88.0 52.81 155.0 93.0 >90'- 100' 97.3 58.4 178.4 107.4 89.7 53.8 1 157.9 94.7 120 700.5 184.2 92.5 55.5 7630 978 (7-121- 140' 105.6 634 1 193.6 1 116.2 973 58.4 171.3 102.8 11,4�IP�Rv` A„T����l✓_- > 160'- 1800 707.8 64.7 197.6 178.6 99.3 59.6 174.9 104.9 ,1� ;•�CENSF > 180'-200' 109.8 65.9 1 201.3 1 120.8 101.1 1 60.7 1 178.1 106.9 y. >200'-250' 114.1 1 68.5 1 209.2 1 125.5 105.2 1 63.1 185.1 111.1 �` 7 No.44167 >250'-300' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >300'-350' 121.0 72.6 ?21.9 133.1 717.5 66.9 196.3 117.8 "0 STATE OF >350'--400' 123.9 74.3 2277 lJ6.J 114.1 68.5 200.9 120.5 >400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.7 1231 ¢ ❑p �nA '^' ����A�••••F<ORI9 :•'��}�' >4500-500' 128.6 77J 236.1 141.7 7 18.6 71.2 206.9 125.3 This is Not A Master Drawing. = ..........�0,��'`, n'y� N Valid Only For One Time Permit. ' 1.)THIS CERDRED SIGNED AND SEALED WIND L04D CHART,PREPARED BY THIS ENGINEER,84SED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPI,AND 2014(51h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,Sr. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVTOE INFORMATION FORA SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST HE S/CN£0,SEALED AND D47E0 BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. ON&84F1AM4 SHUTif175/ SCALE STORM PANELS,ACCORDION ��� J)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK G 11 SLOGS 06SCALE WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES 4.)7N/5 WIND[040 CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. L S C C�Ne. WINO PRESSURE CHART DATE TBLJT TEST/NO&ENGINEERING COMPANY BASIC WIND SPEED- 170 mph 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 aw rxn..uln 5�sT..TaT,NASWM CVIOENS R i]I9E EXPOSURE A Kd-0.85 15-188 THE CONTRACTOR OR PERMIT HOLDER(eq.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,EAG). Phon.:ryvfBT1-1l.TO.ro,:ryWJOiI-rmM DRAWING No EB-0005719 In. °rt°�^�° °�� WALTER A.AWT Jr.F.E. m 11-rn IrAs s� - - SHEET I OF 1 FLORIDA Lb.1 44167 . •LCINr¢s mVi • _ _