HomeMy WebLinkAboutEngineering BUILD/NCS PEAK ROOF HEIGHT vs DESIGN W/ND PRESSURE FOR COMPONENTS d; CLADOM (8S..Fa FOR ASCE 7-f6 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 F££T
BASIC WIND SPEED - 170 mph RISK CATEGORY II BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
P t••GREATER OR EQUAL THAN 7'-9"AND
L••LE53 THAN 7'-9" LESS THAN 12'-J' L••GREATER OR EQUAL THAN 12'-J"
ROOF
NBCNi POSITIVE NEGATIVE POSITIVE - NEGATIVE POSITIVE NEGATIVE
(h) ULTDpTE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D.
* INDICATED DESIGN WIND PRESSURES
0'- 15, 76.4 45.8 102.4 61.4 7J.0 43.8 95.5 57.J 68.5 41.1 86.4 51.8 CORRESPOND TO THE MAXIMUM END
15'-20' 80.4 46.2 107.6 64.6 76.B 46.1' 100.4 `60 2- 72.0 43.2 ZONE AND INTERIOR ZONE CONDITIONS
> 90.B 54.5 - _ AND FOR ALL ROOf
-- -- - -- SLOPES.
">20'-25' 83.6 50.2 171.9 67.1 79.8 479 104.4 62.6. 74.844.9 94.4 56.6
>25'-J0' 66.2 51.7 115.5 69,3 82.4 49.4 107,7 64.6 77J 46.4 97,4 58.4 *L a ACCORDION SHUTTERS PAN H
>JO'-40' 90.7 54.4 121.4 72.8 86.6 52.0 1153 68.0 81.2 48.7 102.4 61.4 RUDE LENGTH SHUTTER HEIGHT
BANANA
>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 ** pxoDOcrs WHICH BEAR A
>50-60' 97.3 SB.4 130.3 78.2 92.9 55.7 121.5 72.9 1 87.2 I 52.J 109.9 65.9 MIAMI-DADE COUNTY OR A
STATE OF FLORIDA APPROVAL
BUILDING'S PEAK ROOF HEIGHT vs DESIGN WIND PRESS lE FOR COMPONENTS & FOR ASCE 7-16 - PEAK ROOF HEIGHT GREATER THAN 60 FEET Ir
BASIC WIND SPEED - 170 mph RISK CATEGORY 1I BUILDINGS
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
P�pF �fS•1
�orj
PEAK L••LESS THAN 12-5" L••GREATER OR EQUAL THAN W-J"
ROOF•
HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE
(h) ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.O. ULTIMATE A.S.O.
>60'-70' 91.5 54.9 1677 100.6 84.J 50.6 148.4 89.0 BUILDING SCHEMATIC
>70'-Bo' 9J.6 56.2 171.6 IOJ.O 86.2 51.7 151.9 91.1
>80'-90' 95.6 57.4 175.2 105.1 88.0 52.8 155.0 9J.0
>9o,- too' 97.3 58.4 178.4 107.4 89.7 5J.8 1579 94.7
> 100'- 120' 100.5 6O.J 184.2 110.5 92.5 55.5 163.0 97.8 AAII111111111NI111e
> 140'- 160' 105.6 63.4 193.6 116.2 97.J 58.4 171.3 102.8 C N<<�T✓,P��'
> 160'- IBO' 107.8 64.7 197.6 118.6 99.J 59.6 174.9 104.9 �;'•�.� SF
> 180'-200, 109.8 65.9 201.J 120.8 101.1 60.7 17B.1 106.9 = N0.44167
>200'-250' 114.1 68.5 209.2 125.5 105.2 6J.1_ 185.1 111.1
>250'-JOO' 117,8 70.1 216.0 129.6 108.5 65.1 191.1 114.7 %A'•, STATE OF .'�•
>JOo'-J5o' 121.0 72.6 221.9 113.1 111.5 66.9 .196.3 117,8 9.• •�CLI
>350'-400' 123.9 74.3
12 2271 1 J63 114.1 68.5 200.9 120.5
>400'- 50' 268.4 8 ` 2J8 1J91 116.5 69.9 205.1 12.I
8 773 236.1 1 141.7 1 118.E 1 71.2 1 208.9 125.3 10`1 NO
I.)THIS CERIIRED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-16,FOR A BASIC,WAD SPEED OF 170 MPH,AND 2020(7111 EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MARTIN,ST.LUCIE&INDDU4 RIVER COUNRES
APPLICABLE RISK CATEGORY BUILDING d EXPOSURES IS COMPLETELY GENERIC AND ODES Nor PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.
o:azD Trtrfcc INC ASCE 7-16/ WIND PRESSURE CHART M.v
2.)'THIS WHO LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUQOINO PERMIT. STORM PANELS ACCORDION&BAH"SHUTTERS- DRAWN BY
S)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. 11 BLDGS 06/SJ/7070
WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. I L E C O ANC, WIND PRESSURE CHART DATE
4.)THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. mur m3nNo A•E•NOIN££R1N0 COMPANY
ew xw.JaU.5t,srw sw,r2wNu 2 m so BASIC WIND SPEED a 170 mph
5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WHO LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY vAm.+(wanJen-ISJe.r-( n-IeeI EXPOSURE D.Kd a 0.65 20-117
THE CONTRACTOR OR PERMIT HOLDER e.p.,SPREADSHEET,OPENING SCHEOULE/TAKE OFF SHEET,ETC.). C4-0006719 DRAWING No
( WALTER A 771 Jr.P,E M ° wrc an o onarvnal art
FLORIDA LIe. 44167 41D n-ref
SHEET I 0! I