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HomeMy WebLinkAboutEngineering BUILD/NGS PEAK ROOF HEIGHT v. DESIGN WIND PRESSURE FOR COMPONENES A CLADDING (816) EQ&ASCE 7-10 - PEAK ROOF HEIGHr LESS MAN OR EQUAL m 60 cccr BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS&COMMERCIAL BUILDINGS (RELAIL, WHOLESALE) OCT 2 G?p1i PEP,'AITTING PEAKL'••GREATER OR EQUAL THAN 7'-9"AND St.Lucie County,FL L••CESS THAN 7'-9" ROOF LESS THAN 12'-J" L••GREATER OR EQUAL THAN 12'-J" HEIGHT POS/FIVE NEGATIVE POSITIVE NEGATIVE pOSlflVf NEGATIVE (h) ULTIMATE A.S.D. ULT/MATE A.S.D. IILTIMAIE A.SD. ULIIMAIE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. * INDICATm DESIGN WIND PRESSURES o'- 1s' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAK/MUM END ZONE AND INTER/OR ZONE CONORIONS > 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 ANO FOR ALL ROOF >20'-25' 83.6 50.2 111.9 1 67.1 79.8 479 104.4 1 62.6 74.8 1 44.9 g4,4 56.6 SLOPES. >25'-30' 8PANEL LENGTH. 6.2 51.7 175.5 69.3 82.4 49.4 107.7 64.6 773 46.4 97,4 58.4 **L ACCORDION SHUTTER >JO'-40' 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&1H 4UA 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 63.9 *** PRODUCTS WHICH BFAR A >50'-60' 97.3 58.4 1J0.3 78.2 92.9 55.7 1 121.5 72.9 872 52.3 109.9 65.9 M[AMI-040E COUNTY OR A STATE OF FLORIDA APPROVAL WADING S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F) FOR ANE 7-10 PEAK ROOF HETL wr GMArcR THAN 60 cccr BASIC WIND SPEED - 170 mph RISK CATEGORY It BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PE00f lFj.l 1 i-IG�t PEAK L••LESS THAN 12-J" L••GREATER OR EQUAL THAN 12'-5" ROOF HEIGHT POSIT/VE NEGATIVE POSmVf NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'-70' 91.5 54.9 1677 700.6 84.3 50.6 1 148.4 89.0 BU1LD/NG SCHEMATIC > 70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.7 >80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 1755.0 93.0 >9o'- too' 97.3 58.4. 1 178.4 107.4 B9.7 53.8 1579 94.7 > 100.5 §D-3_ 184.2 11 92.5 55:5 1630 97.8 ',j111�4�AAiii��� > 120'- 140' 103.2 61.9 189.2 1135 95.1 577 167.4 100.4 1 n A � > 160'- 180' 107.8 64.7 1976 178.6 99.3 59.6 174.9 104.9 �1,,,1�P� iJ`CI,EN�' /l�'9 > 180'-200' 109.8 65.9 201.3 1 120.8 101.1 60.7 1 178.1 106.9 >200'-250' 114.1 68.5 209.2 1 125.5 105.2 631 185.1 711.1 C•• No.44167 >25o'-300' 117.8 70.1 216.0 729.6 108.5 65.1 191.1 114.7 >JOO'M 72.6 221.9 1331 111.5 66.9 196.3 1178 STATE OF >350' 74.3 2271 136.3 174.1 68.5 200.9 120.5 S •, 205.1 123.1 >450' 773 236.1 141.7 1 118.6 1 71.2 1 208.9 125.3 ��'�,F,�; ..... This is Hof �iasier Drawing, :e,so11ALS*1,,,, Ualid Only For dna Time I ermif, 1.)INS CERTIFIED SIGNED AND SEALED WND LOAD CH4RT,PREPARED BY THIS ENG/NEER,BASED ON ASCE 7-10,FOR A 84S/C WIND SPEED OF 170 MPH,AND 2014(5(h EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH,MARTIN, ST. LUCIE&INDIAN RIVER COUN77ES APPLICABLE RISK C47EGORY BUILDING&EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROTECT. 2)THIS WIND L040 CHART MUST 8E SIGNED,SEALED AND(147£0 BY THIS ENC/NEER IF USED TO OBTAIN A ONE PME BUILDING PERMIT ASCE 7-10/ WIND PRESSURE CHART AS SHOWN STORM PANELS ACCORDION&BQg4W SHLITIERS xxx SCALE J)CONTRACTOR OR PERMIT HOLDER TO A O,PRESSURES. FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON TII/5 GENERIC WIND LOAD CHART. -0 , RISK GAT. II BLDGS 06/11/15 WIND PRESSURES ARE UCTIMAIE AND ASO,PRESSURES. DATE 4.)THIS WHO LOAD CHART SHALL BE CONSIDERED INVALID/F ALTERED BY ANY MEANS. 1 L ECO 1,c. WIND PRESSURE CHART T/LUT TEST/NO&ENGINEERING COMPANY BASIC WIND SPEED s 170 mph 5.)DESIGN WIND LOAD SELECTED O THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHACC BE/ND/047E0 ON A SEPARATE DOCUMENT PREPARED 9Y 1119 N.W.JON. �w,vucwu c..e-..R.-, EXPOSURE D.Kd a 0.85 15-188 THE CONTRACTOR OR PERMIT HOLDER(e.y.,SPREAOSHEf7,OPEN/NG SCHEOULVIAKE OFF SHEET,ETC.). PAma:(J03)3)IB-00.Poi:(J0.1J8)1-13,11 a[v W ,� Nrt uV.xo 06G®n0ll mrt DRAWING No EB-0006719 WALIER A. TILUT Jr.P.E. aA 1r-m rr3 FLOR/RA L'c.A 44167 ,1 y�q¢Irrts SHEET I OF 1