HomeMy WebLinkAboutEngineering BU/LD/NGS PEAK ROOF NE/GNT ve FUM FOR GOMPONEN75 GLeDDING (81F.) FOR A= 7-10 P err ROOF HOSHE LESS MAN OR EQUAL TO an FEET a
BASIC WIND SPEED - 170 mph RISK CATEGORY If BUILDINGS RECtj``0 DCT
RESIDENTIAL,APARTMENT BUILDINGS& COMMERCIAL BUILDINGS (RETAIL, WHOLESALE)
This is Not A Master Draving•
PEAK A c 20 SO.FI•. 20 SOFT S A<50 SO.fT A z 50 SOFT•• Valid Only Far One Time Permit,
ROOF
HEIGHT POSMVE NEGAITVE POSInVE NEGATIVE POSITIVE NEO4nVf
(h) ULTIMATE A.S.& ULTIMATE A... DLnMATE A..O. UL.. A.S.D. ULTIMATE ASD. UL7IMAIE I A.S.D. *INDICATED DESIGN WIND PRESSURES CORRESPOND
D'- 15' 76.4 45.0 102.4 67.4 730 43.8 95.5 57.3 68.5 41.1 86.4 51.8 7a THE MAXIMUM END ZONE AND INTERIOR
ZONE CONDIRONS AND FOR ALL ROOF SLOPES.
> 15'-20' 80.4 48.2 7076 64.6 76.8 46.1 700.4 60.2 72.0 432 90.8 54.5
>20'-25' 836 50.2 111.9 677 79.8 1 479 1 104.41 62.6 74.8 44.9
94,4 56.6 SAF SHUTTER AREA DEFINED AS:
>25'-JO' 86.2 51.7 115.5 69.3 82.4 49.4 7077 64.6. 77.3 46.4 g7•Q 58•¢ (I)A=L x L FOR,S(BTg WHERE
>30'-40' 90.7 54.4 121.4 1 72.8 86.6 52.0 113.31 68.0 81.2 48.7 102.4 61.4 J
r>-41-10' 94.3 56.6 126.2 75.7 90.0 54.0 1177 70.6 84.4 50.6 106.5 639 L-SLAT SPAN.
973 58.4 130.3 78.2 92.9 55.7 127.5 72.9 87.2 52.3 109.9 65.9 (2)A=S x L FOR STORM B4R5.WHERE
S SPACING BETWEEN STORM BARS
L=STORM BARS SPAN.
(J)A=L x h/2 FOR HEdDEBS WHERE
L=HEADER SPAN.
h=STORM BAR HEIGHT(SPAN).
BUILD/NGS PEAK ROOF HEIGHT vs DESIGN WIND PRESSURE FOR COMPONENTS h GLAMM (PSE) FOR ACE 7-10-PEAK ROOF H IGH raFerFR ruau E0 CFEr r (4)A=S x L FOR MI1IIrn1c WHERE
=
BASIC WIND SPEED S SPACING BETWEEN MULLIONS
170 mph RISK CATEGORY!l BUILDINGS L-MULLION SPAN.
RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE)
Ar.lr*PRODUCTS WHICH BEAR A MCMI-O4DE
COUNTY OR A STATE OF FLOR04
APPROVAL
PEAK A c 50 SOFT•F A 2 50 SO.FT"x
ROOF
HEIGHT POS177VE NEGATIVE POSNIVf NECA MT
(h) ULTIMATE A.S.D. ULTIMATE A. D. 007107E A.O. ULTIMATE ASO.
>60'-70' 91.5 54.9 1677 100.6 84.3 50.6 1 148.4 1 89.0 PR pf�.� (�1
> 70'-Bo' 936 56.2 171.6 YOJ.O 86.2 51.7 151.9 91.1 Hoot
>80'-9o' 95.6 57.4 175.2 705.1 88.0 52.8 155.0 930
>90'- Too' 97.3 58.4 178.4 107.4 89.7 53.8 157.9 94.7
> 100'- 120' 100.5 60.3 184.2 170.5 92.5 55.5 163.0 978 _
120'- 140' 103.2 Q61.9 189.2 ICY135 95.1 57.1 167.4 100.4
> 740'- 160' 105.6 63.4 793.6 176.2 973 58.4 171.3 102.8
> 160'- 100' 1078 64.7 1 1976 1 118.6 99.3 59.6 174.9 104.9 BUILDING SCHEMATIC1441116001 L
> 160 -zoo 109.8 ss.s 201.3 120.8 ror.r 60.7 170.1 106.9 a � p:js��%P'''�.,
>200'-250' 114.1 68.5 209.2 125.5 105.2 63 1 185.1 111.1 ��Q�•, ,y
>250•-300' 117.8 70.1 216.0 129.6 /08.5 65.7 191.1 114.7 `� GENS 'Z
s�:'v F
>300'-350' 121.0 72.6 22 J.9 133.1 111.5 66.9 196.3 1178 4 '
>350'-'01 1239 74.3 227 1 136.3 114.1 68.5 200.9 120.5 T
>400'-450' 126.4 75.8 231.8 139.1 !16.5 69.9 205.1 723 1
>450'-500' 128.8 77.3 236.7 1 141.7 118.6 71.2 208.9 125.3 Z��,• i t <��
9fB�:
I.)THIS CERTD7m SIGNED AND SEALED WIND LOAD CHART,PREPARED BY THIS ENGINEER,BASED ON ASCE 7-/0,FOR A BASIC WIND SPEED OF 170 MPH,AND 2014(51h EDITION)FLORIDA BUILDING CODE-BROWARD,PALM BEACH, MAR7N, Sr. LUCIE&INDIAN RIVER COUN7ES
APPLICABLE RISK CATEGORY BUILDING&EXPOSURES LS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA70N FOR A SITE SPECIFIC PROJECT. ASCE 7-10/ WIND PRESSURE CHART I AS SNOWH
2.)THIS WIND LO4D CHART MUST BE SIGNED.SEALED AND GATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE TIME BUILDING PERMIT ROLL-UP SHUTTERS SCALE
.7.)CONTRACTOR OR PERMR HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. 1/BLOGS 06/11/15
W/ PRESSURES ARE ULAND S.D.APRESSURES i L �C 0 1 c. WIND PRESSURE CHART D'AT£
4.)THIS
5 WINO LOW CHART SHAMLLU BE CONSYDERED INVALID/F ALTERED BY ANY MEWS.
7LUT TESAINO&ENOTNELONNO COMPANY S4-'4C WIND SPEED-170 mph
5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY �6 N.x..ur0. sn..uu•-r.- uvnws n.znce EXPOSURE D.Xd-O.BS 15-189
THE CONTRACTOR OR PERMIT HOLDER(e.g.,SPREADSHEET,OPENING SCHEDULE/TAKE OFT SHEET,ETD). MI PAP-16e0• (w)en-1.u1 a Mr.x. usap�v mrt DRAWING No
EB-0006719
WALTER A 7RLIT✓r.P.E. an N-m 177e _
fLORLVI Ua 44167 a nrexn a SHEET 1 or I
CV
Illy
NAME UNIT#(Vol t*
UNIT HUTTER WALL ALLOWABLE UPPER LOWER OPENING SHUTTER SHUTTER SHUTTER STORM ANCHOR
# TYPE PRESURE STRESS TRACK TRACK SIZE WIDTH HEIGHT SPAN BARS SPACING
INTER/END DESIGN DETAIL DETAIL W X H # REQ'D TOP BOT
ZONE (0.60)
JACCORDION 4141.q -113.6 31.44 (oa I SEC G SEC D 36 x 60 36.75" 60" 57" N/A 10.0" 10.0"
2 ACCORDION- SEC G SEC D 82 x 73 82.25" 73" 70" N/A 10,0" 10.0"
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