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BUILDINGS PEAK ROOF HEIGHT vs DES/GN WIND PRESSURE FOR COMPONENTS & QLADOW (M.F.) FOR ASCE L-10 - PEAK ROOF HEIGHT LEM MAN OR muAl man ccer � BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) >>' w RECEIVrD P!0`' 047.016 PEAK L".LESS THAN 7'-9" L••GREATER OR EQUAL THAN 7'-9'AND L"GReAT£R OR EQUAL THAN 12'-5" ROOF -- -LESS THAN 12'-3' HEIGHT POSInVE NEGATIVE POSVE NEGATIVE POSITIVE NEGATIVE (h) ULT/MATE A.S.D. ULT/MATE A.S.D. ULT/MATE A.SO.• ULTIMATE ASO. ULnlA7£ A.S.O. ULTIMATE ASD. * 0'- 15' 76.4 45.8 702.4 61.4 73.0 438 95.5 573 INDICATED DESIGN WIND PRESSURES 68.5 41.1 86.4 51.6 - CORRESPOND TO THE MAXIMUM END ZONE AND INTER/OR ZONE CONDITIONS > 15'-2D' 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 >20'-25' 83.6 50.2 111.9 671 79.8 479 104.9 62.6. 74.8 44.9 gq•q 56.6 SLOPES >25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 46.4 Ar At L-STORM PANEL LENGTH, _ 974 58.4 ACCORD/ON SHUTTER >JO'-90' 90.7 54.4 121.4 72.8 86.6 52.0 1133 1 68.0 81.2 48.7102.4 61.4 BUOE LENGTH OR BAHAMA SHUTTER HEIGHT. >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 6J.9 *** PRODUCTS WN/CH BEAR A >50'-60' 973 58.4 130.3 78.2 929 55.7 721.5 . 72.9 872 52.3 109.9 65.9 MXMi-a4DE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & C ADD/HG (P•S.F) FOR A= 7-10 PEAK ROOF HEIGHT GREATER THAN an FEET* BASIC WIND SPEED - 170 mph RISK CATEGORY 1/BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) P£0f (f t�E1GO PEAK L"LESS THAN 12-3" L"GREATER OR EOUAL THAN 12'-3" ROOF HEIGHT POSITIVE NEGATIVE POSIT/VE NEGATIVE (h) ULT/MATE A.S.D. ULT/MATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 167.7 100.6 84.J 50.6 1 148.4 89.0 BU/LD/NC SCHEMA > 70'-80' 93.6 56.2 171.6 7030 86.2 51.7 151.9 91.7 >80'-90' 95.6 574 175.2 105.1 88.0 52.81 155.0 93.0 j,4 1 178.4 89.7 538 7579 94.7 > 100'- 12 100.5 r 60.3 184.2 110.5 92.5 55.5 1630 1 978 103.2 1 61.9 1 189.2 J.5 95.7 �57.1 167.4 100.4 ,111' �,R > 140'- 160' 105.6 63.4 193.6 116.2 973 4 771.3 102.8 1111 PV�: •y�✓L > 160'- 180' 7078 64.7 197.6 118.6 99.3 6 174.9 104.9 •�CENSF'•,•9? > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 `�� S o >200'-250' 114.7 1 68.5 1 209.2 125.5 105.2 63.1 185.1 111.1 ; No.44167 >250'-300' 777a 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >3DD'-350' 121.0L7ZJ 221.9 7331 111.5 66.9 196.3 7778 STATE OF 1 >350'-400' 72).9 ?271 136.3 114.1 68.5 200.9 120.5 J 450'-500' 128.8236. 149.7 17a.s 79.z 2os.s i2s.3 �'�s ��R10P.��`�111�/y//� This is Nof A Masfer Drawing. -01011 L E�,,,No 1 Valid Only For One Time Permif, I.)THIS CER77RED SIGNED AND SEALED WIND LOAD CHARKPREPARED BY THIS ENG/NEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5th EOIRON)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARNN, ST. LUCIE&INDIAN RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART AS SHOWN 2.)THIS WIND LOAD CHART MUST BE SIGNED.SEALED AND DAiEO BY THIS ENGINEER/F USED TO OBTAIN A ONE TIMf BU/GO/NC PERMIT. STORM PANELS ACCORDION&84H4MA$HLR7ER5 SCALE xxx J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE S£LECRON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK GIT.B BLDGS 06SCALE WIND PRESSURES ARE UL77MATE AND A.S.D.PRESSURES. 4.)7N75 WIND COAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C O WINO PRESSURE CHART DATE BASIC m 5.)DESIGN MAD LOAD SELECTED BY THE CONTRACTOR OR PERM?HOLDER FROM THIS WINO LOAD CHART SHALL BE INDICATED ON A SlPARATE DOCUMfIR'PREPARED 9Y I=T/LUT TESTING a ENGINEERING COMPANY W/ND SPEED- 170 ph NW.seas e'k sw.1-4 GNOFN$n.knee EXPOSURE O,KO m aa5 1 S-188 THE COMRACiOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAK£OFF SHEET,ETC.). PMm,:(4fAe�en-Iiia.1..:(JOJ)e71-ISII DRAW/NG No EB-0006719 lay.x. oncwa{w aur m.^° Qacazmx WALTER A T/LLAT Jr.P.E QU)U-n] Ir/Is - SHEET 1 OF 7 FLORIDA LIc. 44167 a,Cxueas Ia