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Home My WebLink AboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS It CLADDING (85A) FOR ASCE 7 16 PEAK ROOF HElrur 1 ccs THAN nR cnIFAF TO 6o cccr "- - -- - ------ ---- -- -- - - - - BASIC WIND SPEED170-mph-RISK-CATEGORY H BUILDINGS RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK I-LESS THAN 7'-9' L"GREATER OR-EQUAL THAN 7'-9"AND L^GREATER OR EQUAL THAN 12'-J" 'ROOF LESS THAN l2'-J' HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE_ POSITIVE NEGATIVE (h) . ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. * o'- 15' 76.4 45.8 102.4 61.4 730 43.8 95.5 SZJ 68.5 41.1 INDICATED DESIGN WINO PRESSURES 86.4 51.8 CORRESPOND TO THE MAXIMUM END > 15'-20' 80.4 48.2 1OZ6 64.6 76.8 46.1 100.4 60.2 72.0 432 90.8 54.5 ZONE AND INTERIOR ZONE CONDITIONS AND FOR ALL ROOF >20'-25' 63.6 50.2 111.9 6Z 1 79.8 47.9 1 104.4 1 62.6 74.8 44.9 94.4 56.6 SLOPES. >25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 . 107.7 64.6 77.J 46.4 97.4 58.4 **L STORMACCOR IPANEL A SHUTTER >JO'-40' 90.7 54.4 121.4 72.8 L92. 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. >40'-50' _94.3 56.6 126.2 75.7 54.0 IIZ7 70.6 84.4 50.6 f06.5 63.9 at** pR000CT5,WHICH BEAR A >so'-so' 97.J 58.4 130.3 78.2 55.7 127.5 72.9 8Z2 52.3 /09.9 65.9 MIAMI-DADE COUNTY OR A STATE OF FLORIDA APPROVAL BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P•S•F') FOR ASCE 7 16 PEAK ROOF HEIGHT GMTA R THAN 60 ecFr yr BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS RESIDENTIAL APARTMENT BUILDINGS&COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) • PEPpf ��l 0E�o�� P64K I--LESS THAN 12-5" L-GREATER OR EQUAL THAN 12'-J' ROOF HEIGHT POSITIVE NEGATIVE POSITIVE N£GAFIVE - (H) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE I A.S.D. >60'- 70' 91.5 54.9 16Z7 100.6 84.J 50.6 148.4 89.0 BWLDING SCHEMATIC > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 >so'-9o, 95.6 5Z4 175.2 105.1 88.0 52.8 155.0 93.0 >9o,- 100' 9ZJ 58.4 176.4 1OZ4 89.7 53.8 15Z9 94.7 > 100'- 120' 100.5 60.J 164.2 110.5 92.5 55.5 16J.0 97.8 1 >,I --16o' 105.6 63..4 1936 116.2 9ZJ 58.4 171.3 102.8 ``�� 1�IC�)T�Aii > 160 - 1eo IOZ8 s4.7 t9Zs 116.6 99.3 59.6 174.9 104.9 ®,�� > 180' 200' 109.8 65.9 201.3 120.6 101.1 60.7 178.1 106.9 = s >200'-250' 114.1 68.5 209.2 125.5 105.2 '1851111.1 No.44167 >250'-300' 11 Z8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 >J00'-J50' 121.0 72.6 221.9 733.1 111.5 66.9 196.3 i 1Z8 - -o'•. STATE OF >J50'-•400' 123.9 74.3 22Z 1 1360 114.1 621.5 200.9 120.5 >400'-450' 126.4 75.8 2J7.8 139.1 116.5 69.9 205.1 123.1 _ >450'-500' '128.8 7Z3 1 236.1 1 141.7 118.E 71.2 208.9 '125.3 111111-(k11l% NO 1.)THIS CERTIFIED SIGNED AND SEALED WINO 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,MAR77N,ST.LUCIE&IND.RIVER COUNTIES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. 2.)'THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 02020 TITECO,NO ASCE 7-16/ WLND PRESSURE CHART M.P NELS S.)CONTRACTOR OR PERMIT HOLDER.iO Bf RFSPONSIBLf FOR THE SELECTION OF DESIGN W/ND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. STORM PA ACCORDION&BAHAMA SHUTTERS•++ DRAWN BY WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. RISK CAT. 11 BLDGS 06/2J/2020 IL E C O AMC. DATE 4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED 8Y ANY MEANS. WIND PRESSURE CHART ALIT. TESTING t ENOlN6ER/H0 COa M. BASIC WIND SPEED-17O m eJf6 N.W.]etn.s5Ye,,71..,W.'L F. cAppENS a.urea Ph J.),DESIGN WIND LOAD SELECTED O THE CONTRACTOR OR PERMIT OPENING S FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY Powr r(JalJe7l-I310. r(AplJ6T1_Iilr EXPOSURE D,Kd 0.69 YO-I17 THE CONTRACTOR OR PERMIT HOLDER(�.p.,SPREADSHEET OPENING SCH[OULE/TAXE OFF SNfET ETC.). CA-o006719 Ary H, p0p� art m.N OlrmntW art ORAWINO Na WALIER A. TI. Jr.P.E. FLOR/DA Lle.F 44167 r un p-r�I SHEET 1 OF !