HomeMy WebLinkAboutEngineering a IJ mArdC PEAK ROOF HEIGHT w 01-5iGlu WIND PRESSURE FOR mupnucNr_c /r_CLADDING (P S F.) FOR ASCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 6_0 FEET
BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEAKL••GREATER OR EQUAL THAN 7'-9'AND
ROOF L"LE55 THAN 7'-9' LESS THAN!2'-d' L••GREATER OR EQUAL THAN 72'-S'
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE H£GATWf
(h) ULTIMATE AS.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. rP
CORRESPOND
DESIGN E A PRESSURES
0'- 15' 76.4 45.8 102.4 67.4 73.0 43.8 95.5 573. 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END
ZON> 15'-20' 80.4 48.2 7076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 AND FOR
IL BOOR ZONE CONDIPONS
90.8 $4.5 SLOPES.R ALL ROOF
>20'-25' 83.6 50.2 111.9 671 79.8 479 104.4 62.6 . 74.8 44.9 94.4 56.6 **L-SMRAf PANEL LENGTH b
L50�60'-
86.2 51.7 115.5 69.3 82.4 49.4 1077 64.6 773 �46 974 58.4 ACCORDION SNUIJER
90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 102.4 67.4 BLADE LENGTH OR a4HW
SHUTTER HEIGHT. C94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 106.5 63.9 *drat PRODUCTS WHICH BEAR A -=
973 58.4 330.3 78.2 92.9 55.7 127.5 72.9 87.2 52.3 109.9 65.9 MIAMI-GAGE COUNTY OR A
STATE OF FLORIDA APPROVAL ate!
80 n/NG=S PEAK ROOF HEI_GHr As DESIGN WIND PRESSURE FOR QQ&ffp l= & CL ADDING (P,S.F,) FOR ASCE 7-to - PEAK ROOF HEIGHT GREATER THAN 60 FE£?Yr C=3
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BASIC WIND SPEED - 170 mph RISK CATEGORY-Il BUILDINGS C17
RESIDEN77AL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
rp,
PEAK L••LESS THAN 12-3' L•'GREATER OR EQUAL THAN 12'-5'
ROOF
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE gggy®
(h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D.
>60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC LLLTTT
>70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1
>Bo'-BD' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 -
> 97.3 178.4 1 89.7 53.8 1579 94.7
700.5 60.3 184.2 1 10.5 92.5 55.5 163.0 97.8 II,,,,���A���
> leo'- Iso' 105.6 63.4 193.6 716.2 973 58.4 171.3 102.8 II1111Q\,���A.
T�(��l✓t �•,n
> 160'- 180' 7078 64.7 197.6 118.6 99.3 59.6 174.9 104.9 111 1�:: �GENSF�.,• 9 _
>2080'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 106.1
;' No.44167
>250'-JOO' 1178 70.1 216.0 129.6 108.5 65.1 191.1 114.7 * .*
>JOo'-350' 121.072.6 221.9 133.7 111.5 66.9 196.3 T 378 STATE OF
>350'-400' 123.9 74.3 2271 136.3 1 14.1 68.5 200.9 120.5 ` •••. 1
IJ9.1 116.5
128.8 773 2J6.75.8 � 14 .7 118.6 7�.2 208.9 }25.3 This is Nof�1 �asfer Drawn , �'�ss�`0R10 ���
3 S 1 11
Valid Only For One Time Permif,
1.)THIS CERTIFIED SIGNED AND SEALED WINO LOAD CHART PREPARED BY THIS ENGINEER,BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(5fh EORION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN,ST. LUCIE&INDIAN RIVER COUN77ES
APPLICABLE RISK CATEGORY BUILD/NG&EXPOSURES,IS COMPLETELY GENERIC AND DOES NOT PROND£INFORM47ION FOR A SITE SPECIFIC PRO/ECT.
2.)THIS WHO LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENG/NEER IF USED TO OBTAIN A ONE TIME BUILDING PERM/T. ASCE EC
STORM PANELS:
WIND PRESSURE CHART AS SHOWN
ACCORO/ON&BAFLAM4 SHU17ER5"' Sb1LE
J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE EASED ON THIS GENERIC WIND LOAD CHART. RISK GTT. II SLOGS 06/11 15
WIND PRESSURES ARE ULTIMATE AND ASD.PRESSURES.
1.)1N/S KING LD40 CHART SFWl BE LON910£REO INVALID 1F ALTERED BY ANY MEANS.
/17-ME C O I N c. WIND PRESSURE CHART DA TE
T7LL/T TESTING&ENGINEERING COMPANY BASIC WINO SPEED- 170 mph
5.)DESIGN WIND LOW SELECTED BY THE CONIRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SMALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY - - -- ease Rw.esm sL aro.aox w,rxu cwaDq n.urea EXPOSURE 0,Kd-0.85 15-188
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULEIIAKE OFF SHEET,ETC.). ft :(a0e)ml-leap.Fa:(awJen-ran .,x• usuvrrov r.w uTI DRAWING No
EB-0006719
WALTER A TAUT Jr.P.E. °:°rl-rn U rA - SHEET I OF 1
FLORIDA Uc. 44167 a,TpyOgT e