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Home My WebLink AboutEngineering I BUILDINGS PEAK ROOF MONT h DESIGN HIND PRESSURE FOR COMPONENTS&CLADDING(P"SFJ FOR ASCE 7-I6-PEAK ROOE HEIGHT LESS THAN OR m1uL m an BASIC WIND SPEED-170 mph RISK C4TEG()Rr 11 BUILDINGS " RES/DENT14L.APARTMENT BUILDINGS d COMUDW14L BUILDINGS(RETAIL,WHOLEW4 PPAR L••L®INAII r-9' L••LRtlrLR OR[OWL rILAx 7'-e'AND L--T[R W LOWL 11GN 17-J' . pilaf LIMI OLIN IP•_]• l�/f IVSIID'L A1aAlM PoRIIYL N[aMlrL 10RRK MLDIIM (N urDrArt Asa Ass ulwrt Asa uma¢ ulwrt Asa u11YArt Asn amEArm otsuN tam PNsslAxs 76.4 45.8 7024 61.4 7J.0 N.B 95.5 57J 68.5 4I.1 86.4 Moll '* mRPmuYa m m[I4m0N Gm >15-20' 80.4 48.2 107.6 64.6 76.8 46.I 100.1 60.1 72.0 4J.2 90.8 54.5 ,yL LT.aP.VTlM6 >2D=2s' 83.6 50.2 111.9 677 79.H 479 104.4 62.6 74.8 44.9 94.4 56.6 slwLi >25'�00 86.2 51.7 115.5 69.J 82.4 49.4 107.7 1 64.6 77.J 46.1 97.4. 5B4 #Ab L-ASS-19 >JD40' 90.7 54.4 1214 72.8 86.6 52.0 IIJJ 68.0 81.2 48.7 102.4 61.4 DIAD[IASM 0.f eAIYW SNURQ ILDLNf. 56.6 126.2 75.7 90.0 54.0 717.7 70.6 84.4 50.6 106.5 6S9 **•*•vAontls tRa'NAR A 97J 58.4 130.5 78.2 - 92.9 55.7 127.5 71.9 B72 52,J /09.9 65.9 -1 --C¢mY OR A , TIRW BOAW APPmYN BUILDINGS PEAK RODE HEIGHT IB DESIGN WND PRESSURE FOR COMPONEMS R CLADDIN (&SF•)FOR ASCE 7-16-PEAK ROOF MIGHT GREATER WAN 60 FEET* BASIC WIND SPEED- 170 mph RISK CATEGORY/l BUILDINGS RES/DENTDIL,APARTMENT BUILDINGS R COMMERC14L BUILDINGS(RETAIL.WHOLESALE) PfpOf �f(J PFAK L••[LSS IIIAx 12a' I-ORLArLR OR m1L1f TRAM 12•-l'_ Hoof _ NDcxT xLumr Imallrr xLurrvr (N) .,,_ ur4Y¢ Asa umart uruArt Asn 91.5 _.54:9- 167.7 t100:6 --84.J 50.5 148.4 89.0 >m'-m' 9J.6 562 I71.6 IOS Vol O "86.2 51.7 i5i.9 BO auRD1Nc scwEVAnc > '-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0- 93.0 >90'-Im• 97J 58.4 178.4 I074 89.7 5S8 157,9 94.7 >I.,-12d 100.5 60.3 184.2 110.5 92.5 55.5 163.0 97,8 >@0'-IQ' 10.2 6I.9 189.2 113.5 95.1 57.1 167.4 100.1 `\``P��AAR AA >140•-1., 105 6.2.6 6J.4 1956 I1 97J 5B4 171.3 102.8 ` �' >Im'-Im• 107.8 64.7 1976 118.6 99.J 59.6 174.9 104,9 - 1�S\:•�,\GENSF'•:'P'', 109.8 65.9 201.J 120.8 101.1 60.7 I78J_ I . 10.2 . . )06.9 - - No.44167 > -2 ' 41 111.1 7> 11 1 •c - 129.6 108.5 6S I 19I.I 114.7 >J00'-]50' 121.0 21.9 1 11 i.5. . = 9'• STATE OF 7. ? 4m2 742J 120.5 J9 2 : \`` >4W'-45D' 126.4 75.8 2J1.8. IJ9.1 116.5 69.9 205.1 12J.I / E�\�`•�` >4a0'-600' 128.8 77J 2J6.1 141.7 I IB6 71.2 2089 125.3 �� 11-u�11111III I.)IN¢LbrmlID SE.AmD 119 SLIILD t¢a Lam LYYRl,'n ANO er TIDS DWa®C BNm OVI ASCL)-l4 Lae A 6I9C t➢Ya-II Of Na nx.AxD 2a2O(7N EWW))MINT St"M QJDE-BROWARD.PALM MIX WRDIL sr..tLpE R MW NYLR COLMES IPPOCABIE RmY ul[DDRr IYRDOVD a mtlSUTS¢Lm1lALTRr aLNLRIL AI.m P06.1-IW aaa¢LIIIGI/DR A SRf 5)LmRC FlNRCI. 2.1 nos NPD laD¢Mer Yusr N sRxm,suLm Axa arm er ro w¢ar A oxr m¢Inm¢xc PDmI. o)Dn¢r¢a ae ASCE 7-16/WIND PRESSURE CHART 5lLi'8/PANELS ACCQPM7N d BANAIN SHUlTE7P5 S)mNDGCRLR OR PmYl1 MOIDnI m DL xLssoL¢IRr/Ot 112 5Ll[LDON Of 06fiN IIalD MIIIDR[D.lIIO DN IIDS aGZmC Nam TOAD¢CRT. Nam PRlS54PL5 ARC ULIDGI[Am AS0.PR6TVl6S. 1 L E C O INC. RISKcAr.n L:DGs Lv2airt2am 4.)nD5'WIND lam LYIA.R SNA4 BL MNSIDOlLO DMAIID Y N1etm T I.Nr Ydl¢. mMr R n1�r I aoYeAxr WIND PRESSURE CHART ' .q ¢RY C•4ID6 n am WSK ILam SPUD n I a mill, a)aLSK4f MLRO Ll1Aa Sl1IC¢D DI IXL mNTRIDIW OR PoPYR NDLDDI Lllall Ix¢N11N[WD ruEW SMALL Of INDR:IrLO aN A SpIRArt aDCWCN!PRfyARfO Dr e�isi!W)- (ayol-I,vl LYPOSURL 0.etl 40.1 ZD-T I7 1xL fRNIRlC14R N ILRWf IIDIDLR(.D.SItG4WLR.OPLNpO SLWmaIT/IASL NT sNlTl,LTa} pigp'Dj1y �IIOYO� RILIER A NI8 A,GE � fLLI21Y 1/e/44161 31[LI 1 M I I 7-16 - 'PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 OLESALE) ! GREATER OR EQUAL THAN 12'-3" OSITIVE NEGATIVE TE A.S.D. ULTIMATE A.S.D. * INDICATED DESIGN WIND PRESSURES 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END 43 2 ZONE AND INTERIOR ZONE CONDITIONS 90.8 54.5 AND FOR ALL ROOF 44.9, 94.4 56.6 SLOPES. L _ STORM PANEL46.4 97.4 58.4 ** ACCORDION SHUTTERH 48.7 102.4 61.4 BLADE LENGTH OR BAHAMA SHUTTER HEIGHT. 50.6 106.5 63.9 PRODUCTS WHICH BEAR A 52.3 109.9 65.9 *** MIAMI--DADE COUNTY OR A STATE OF FLORIDA APPROVAL SCE 7-16 PEAK ROOF HEIGHT GRE4TER THAN 60 LESA LE) Plot NE�oN� iN 12'-3" EGATIVE TE A.S.Djl 4 89.01 OWING SCHEMATIC 9 91.11 0 93.01 9 94.7 9 1 4 100.4 3 102.8 1 106.9 1 111 jl = No. 44167 1 114.'7 s 3 117.8 ? -o' STATE OF �', 9 120.5 A\G�Nl 9 125.I3 1111 j 1 111 H``\`\``\\` 2020 (7th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MARTIN, ST. LUCIE & IND14N RIVER COUNTIES 02020 TILTECO, INC ASCE 7-16 / WIND PRESSURE CHART M P STORM PANELS, ACCORDION & BAHAMA SHUTTERS *** DRAWN BY RISK CAT, II BLDGS 0612312020 L E C O N c. WIND PRESSURE CHART DATE TlWT TESTING & ENGINEERING COMPANY BASIC WIND SPEED = 170 mph 6355 N.W.J6th.St. Ste.305, VIRGIN/A GARDENS Fl.33166 20-17 ARED BY Phone:(J05f871-1530.Fox:(J05)871-15J1 EXPOSURE D, Kd = 0.85 CA-0006719 DRAWING No WALTER A. TILLIT Jr. P.E. REV.No DEWRMM I DATE I REV.No I m=PnON DATE FLORIDA Lic. # 44167 1 OLD 17-794 108125120201 J SHEET 1 OF 1 i BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (P S F.1 FOR ASCI BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, L'* GREATER OR EQUAL THAN 7'-9" AND PEAK L�'" LESS THAN T-9" L' ROOF LESS THAN 12'-3" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTI 0' - 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 66 > 15'-20' 80.4 48.2 107.6 64.6 76.8 45.1 100.4 60.2 72 > 20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74 > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77 > 30'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81 > 40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84 > 50'-60' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87 -BWLDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS A CLADDING MS F.) FOR . BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WI PEAK Ls• LESS THAN 12-3" Lsx GREATER OR EQUAL TF ROOF HEIGHT POSITIVE NEGATIVE POSITIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIM > 60' - 70' 91.5 54.9 16Z7 100.6 84.3 50.6 14t > 70' - 80' 93.6 56.2 171.6 103.0 86.2 51.7 15' > 80' - 90' 95.6 57.4 175.2 105.1 88.0 52.8 151, > 90' - too' 97.3 58.4 178.4 107.4 89.7 53.8 15" > 100' - 120' 100.5 60.3 184.2 110.5 92.5 55.5 16,' > 120' - 140' 103.2 61.9 189.2 113.5 95.1 57.1 16, > 140' - 160' 105.6 63.4 193.6 116.2 97.3 58.4 171 > 160' - 180' 107.8 64.7 197.6 118.6 99.3 59.6 175 > 180' - 200' 109.8 65.9 201.3 120.8 101.1 60.7 17F > 200' - 250' 114.7 68.5 209.2 125.5 105.2 63.1 18, > 250' - 3OO' 117.8 70.1. 216.0 129.6 108.5 65.1 191 > 300' - 350' 121.0 72.6 221.9 133.1 111.5 66.9 196 > 350' - 400' 123.9 74.3 22Z 1 136.3 114.1 6.8.5 2& > 400' - 450' 126.4 75.8 231.8 139.1 116.5 69.9 20� > 450' - 500' 128.8 77.3 236.1 141.7 118.6 71.2 20i NOTES: - 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-16, FOR A BASIC WIND SPEED OF 170 MPH, AN 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. 3.) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5.) DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PRI THE CONTRACTOR OR PERMIT HOLDER (e.g., SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET ETC.).