HomeMy WebLinkAboutEngineering BUILDING'S PEAK ROOF HEIGHT va DESIGN WIND PRESSURE FOR COMPONENTS & CLADDING (8S.F.-) FOR SCE 7-10 - PEAK ROOF HEIGHT LESS THAN OR En7/Ai rA Rn V,--
BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
PEAK I-LESS THAN 7'-9' 1-GREATER OR EQUAL THAN 7'-9'AND I-GREATER OR EQUAL THAN/2'-J'
ROOF LESS THAN/2'-J'
HEIGHT POSITIVE NEGATIVE P05MVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S& ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATEAS.D. ULTIMATE A.S.D. --If A.S.D.
* CORRESPOND
D TO WIND PRESSURES
01- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3 68.5 47.1 86.4 51.8 ZONE AND I TO THE MAK/MUM ENO
ZONE AND INTERIOR ZONE CONDITIONS
* I5'-20' 80.4 48.2 707.6 64.6 76.8 46.1 100.4 60.2 72.0 462 90.8 54.5 .w0 FOR ALL ROOF
>20'-25' 63.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6' 74.8 44.9 94.4 56.6 SLOPES
>25'-60' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 77.3 46.4 97.4 58.4 **L a ACCORDION SHUTTER
>JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 702.4 61.4 BLADE LENGTH OR BW Wi
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 66.9 at** PRODUCTS WHICH BEAR A
97.3 58.4 130.3 78.2 92.9 55.7 721.5 729 872 52.J 109.9 65.9 MIAMI-84DE COUNTY OR A
STATE OF FLOR184 APPROVAL
BUILDING'S PEAK ROOF HEIGHT va DES/GN WIND PRESSURE FOR COMPONENTS & CLADDING (P.S.F.) FOR ASM 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEF r ar
BASIC WIND SPEED - 170 mph RISK CATEGORY ll BUILDINGS
RESIDENTIAL, APARTMENTBUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) m
PE of li m
HE�GO �
D
PEAK L••LESS THAN 12-5' 1-GREATER OR EOUAL THAN 12'-J'
ROOF C
HEIGHT POSmYE NEGATIVE POSmVE Krait£
(h) ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. UL TE A.S.D.
>60'-70' 91.5 54.9 167.7 100.6 84.3 50.6 I 148.4 89.0 �
>70'-80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 BUILDING SCNfA/AT/C
>80•-9o' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 93.0 d
D`anOD'- 73 5 178.4 89.7 53.8 157.9 94.7
> Too'- 120' 00.5 60.J 784.2 110.5 92.5 55.5 1630 97.8
> 120 - 140' IOJ.2 61.9 189.2 113.5 95.1 571 1674 100.4 l� A.Tito
-171.J 102.8
> 1 60•-2060• l oza 64.7 19Z6 118.6 9.3 59.6 174.9 104.9 65.9 291.6 120.E 9 60.7 178 .1 104.9 ,,,��P�vCENSF
>200'-250' 114.1 48.5 209.2 125.5 105.2 631 165.1 111.1 : 1' N0.44167
>250'-600' 1178 70.7 216.0 129.6 108.5 65.7 191.1 114.7 ;* .* • ,�
>600'-650' rz 1.0 72.4 221.9 1337 771.5 &68.55
196.3 I STATE OF
>650'-400' 123.9 74.3 227.7 136.3 174.1200.9 120.5 :> 0500' 128.8 773 236.1 141.7 118.6 . 208.9 125.3
This is Nof A Master Drawing,
Valid Only For One Time Permif.
No
I.)7HIS CERTIFIED SIGNED AND SEALED WIND LMD CHART.PREPARED'BY THIS ENGINEER,BASED ON ASCE 7-I0,FOR A BASIC WIND SPEED OF 170 MPH.AND 2014(5th EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH. MARTiN, ST. LUCIE&INDIAN RIVER COUN77ES 9
APPLICABLE RISK C47EGORY BUILDING&EXPOSURES,15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORFMRON FOR A SITE SPECfnC PROJECT
2.J 1N/5 W/ND LOAD C/WR7 MUST BE SIGNED.SEALED AND Q47E0 BY THIS ENGINEER!F USED TO OBTAIN A ONE TIM£BU/[DING PERMITASCE 7-10/ WIND PRESSURE CHART AS SHOWN
STORM PANELS,ACCORDION&B4H4MA SHLN7ERS SCALE
J.)CONTRIC/OR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN W/ND PRESSURE 84SED ON THIS GENERIC WIND LOAD CHART. RISKGAT //BLDGS
WIND PRESSURES ARE ULIMAIE AND ASD.PRESSURES. 06111/15
4.)THIS W/NO LOAD CHART SHALL BE CONSIDERED INVALID!F ALTERED BY ANY MEANS.
L E COI N e. WINQ PRESSURE CHART 01£
BASIC m
5)DESIGN WINO LOAD SELECTED BY THE CONTRACTOR OR PERMR HOLDER FROM THIS WIND CMD CHART SHALL BE INDICATED TES71NO&ENGINEERING COMPANY WIND SPEED� 170 ph1ED ON A SEPARATE DOCUMENT PREPARED BY _.., a.zu Nw.ill"JIT' 40.7.+wuiw Gtam¢n JJ144 EXPOSURE 0,Kd-Gas T S-T BB
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFF SHEET,E7GJ, A-.(40.Tje7I-Ifi.2 1 rym)en-1511 �,A• �� Wrt �,� ��� oUt DRAWING No
EB-0006719
WALTER A TILL?Jr.P.E. SHEET 1 OF 7
FLORIDA Lk. 44/67 a tvNOs 4