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HomeMy WebLinkAboutEngineering BUILDINGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING (8S.F,) FOR GE 7-10 - PEAK ROOF HEIGHT LESc mAN nv Eouu ro 6n Fccr M, BASIC WIND SPEED = 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS do COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) RECEIVED;uA2 03 2017 PFAK L••GREATER OR EOUAL THAN 7'-9"AND ��� 'or 6� L••LESS THAN 7'-9' L••GREATER OR fOUAC THAN 12'-5" ROOF LESS THAN 12'-S" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE I A.S.D. ULTIMATE A.SO, ULTMATE AS.D. ULDMATf A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES D'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAX/MUM END ZONE OR > 15-20' 80.4 48.2 107,6 64.6 76.8 46.1 100.4 60.2 72.0 4J2 90.8 54.5 AND RD ALL IROOF ZONE CONDITIONS >20'-z5' 83.6 50.2 111.9 67,1 79.8 479 104.4 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 IOZ7 64.6 "773 46.4 g74 SB.4 **L-ACCORDION PANEL LENGTH. >30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 11J.3 66.0 '81.2 48.7 102.4 UTTER 61.4 BUD£LENGTH OR B484I&I SHUTTER HEIGHT, >40'-50' 94.3 56.6 126.2 75.7 9010 54.0 1177 70.6 84.4 50.6 106.5 63.9 aXXr* PRODUCTS WHICH BEAR A >50'-60' 97J 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.J 109.9 65.9 MKMI-040E COUNTY OR A STATE OF R.ORw APPRDVAL BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (p.S.F.) FOR ASCF- 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FE£Tat' BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) P�oGO Of Q a NEB PEAK L••LESS THAN 12-5" L••GREATER OR EOLAIL THAN t2'-J" ROOF HEIGHT POSITIVE NEGATIVE POSITIVEI MEGA RYE ' (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.SD. ULTIMATE A.S.O. >60'-70' 91.5 54.9 1677 100.6 84.3 50.6 .148.4 89.0 BUILDING SCHEMATIC >7' 93.6 56. 171.6 1 86.2 51.7 151.9 91.1 95.6 574 175.2 T05.1 88.0 52.8 155.0 93.0 , >9o,- too' 97J 58.4 178.4 107,4 89.7 53.8 1579 94.7 > too'- 12o' 100.5 '60.J 184.2 110.5 92.5 55.5 16J0 978 > 120'- 140' 1OJ.2 61.9 189.2 113.5 95.1 57,1 167.4 '100.4 �- > 140'- 160' 105.6 63.4 19J.6 116.2 97J 58.4 171.3 102.8 > 160,- 1Bo' 107.8 64.7 197.61 118.6 99.J 59.6 174.9 104.9 ,1�1�P: CENSF•'•,✓�z ' > 180'-200' 109.8 65.9 201.3 1 120.8 101.1 60.7 178.1 106.9 `Q >2o0'-25o' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 No.44167 >250'-J00' 117.8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * ,* >J00'-350, 121.0 72.6 221.9 13J.1 111.5 66.9 196.J 11,78. STATE OF >350'-'400' 123.9 74.3 227.1 136.J 114.1 68.5 200.9 120.5 1 /� >400'-450' 126.4 75.8 231.8 139.1 116.5 69.9 205.1 1211 =90� F(DRVDI;- >450'-500' 128.8 773 236.1 '141.7 118.6 71.2 208.9 125.J This is Nof A Master Drawing, � SLr�OroA`�1�0�1�41, Valid Only For One Time PermiNO t. I,)THIS CER17FIED SIGNED AND SFALEO WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A B4S/C WIND SPEED OF 170 MPH.AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH,MARTIN,ST.LUCIE&INDWJ RNER COUNRES APPUC48LE RISK CATEGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORM477ON FOR A SITE SPECIFIC PROJECT. 2.)THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND D4TED BY THIS ENGINEER/F USED TO OBTAIN A ONE RME BUILDING PERMIT. ASG£ 7710/ WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION&8Ni44 SHUTTERS SCALE J.)CONTRACTOR OR PERMIT RT.HOLDER TO BE RESPONSIBLE FOR THE SELEC17ON OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WHO LOAD CHA _ RISK CAT 11 BLOCS WINO PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. 06111115 Cr ,N a. W/NQ PRESSURE CHART DATE I.)THIS WINO LOAD CHART SH4LC BE CONSIDERED INVALID fF AL1FRf0 BY ANY MEANS. L E ' 77LUT 7ESI/NO A ENGINEERING COMPANY B4S/C WIND SPEED a 170 mph 5.)DESIGN WINO LOAD SELECTED BY THE CONRACIOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE IND/C41ED ON A SEPARATE DOCUMENT PREPARED 9Y e.TlS KM JelA SL so-..w,necwA G•ReDac n.vree EXPOSURE D.Kd-0.85 15-188 THE CONTRACTOR OR PERM?HOLDER(e.g.,SPREAOSHEEI;OPENING SCHEDULE17AKE OFF SHEET,ETC.). DRAWING No WALTER A GLUT Jr.P.E. do H-rrA ell/re m FLOR04 Lie. 44167 s reue¢s a SHEET I OF I