HomeMy WebLinkAbout3406 Dale Pl_ fence_ CD1.1_ signed DocuSign Envelope ID: F7C51554-4B56-41EF-8B73-CB997187DCA4
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FOUND 112" PROJECT DESCRIPTION a� o
NEW 8'H WOOD FENCE to V = E w
TRACT 34 IRON ROD FENCE _ :: `o N °
SET 5/8" IRON -
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ROD AND CAP a�
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"PINNACLE LB 8218" �� 120.00' (R) �� 0 7 W a 2 _
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21 7' Industrial (St Lucie County) c £
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/ BASIS OF STRUCTURAL DESIGN: w
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C � SOIL BEARING:2500 psf(assumed) a
< o a- THE E 300 FT OF WIND: 150mph(ult), risk category 1,exp C,wind borne debri region, .00 open design
Z LOT 35 OF FROST DEPTH: 12" w
CONCRETE �� HOME ACRES UNIT 2 u)
(INCLUDED) �/ 1. CODE COMPLIANCE: u)
SEPTIC 1.1. This project was designed under the following codes. The construction documents cannot
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TANK ti '..,,n; m reference all of the codes require for the construction of this building. By submitting these
�a - � construction documents for permit or commencing work,the contractor, hereby agrees to 0
ML y�� K z z comply with all local,state,and federal regulations having jurisdiction over this project,and to 0
z D 1.8 0 g � o comply with all governing codes, including but not limited to,the most current editions as w
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ri-i :rC n p 2020 FBC: BUILDING 7th ed
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CONCRETE �.ONESTORY X
OABUILDING O=1 w#3406
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ELEV=22.00' x
CONCRETE 032" -ZIGZAG LINE: NEW FENCE, LOCATE 4' a
FROM EAST PROPERTY LINE a
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88.3'
21.7' �\ FENCE Z
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SET 5/8" IRON 3.7 N �9. � N s �� ��0 0.2'E w
ROD AND CAP po FOUND 1/2" g' J o
"PINNACLE LB 8218" so // IRON RODLU U-1
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120.00' (R) REMAINDER OF TRACT 35 BASIS OF 180.00'(R) Vof
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(NOT INCLUDED) BEARINGS LU _
S/T �, �- LESS THE SOUTH 20' #2 LL
SET�BENCHMARK# ��o (NOT INCLUDED) S1jE8EN�NMPPNODISK o L
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E(E�, NAIL AND l f FEZ MPO NP�FV-2215 _ I-
2212, D/Sk _ _1 DALE PLACE° _ _ PRE ASSEMBLED FENCE PANEL:6'x8'PT Z U)
40'RIGHT-OF-WAY PINE BOARD ON BOARD FROM HOME O T)
19'ASPHALT ROADWAY TRACT 36 DEPOT W/(3)2x4 RAILS
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POST: 12'x4"x4"PT#2 4x4 @ 6 OC
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SITE PLAN z
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(3)HORIZ SITE INSTALLED RAILS: 2x4
SCALE: 1"=20'-0" #2 PT. ATTACH TO 4x4 W/(2)#10 4" ui
SCREW. LU
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ATTACH PRE-ASSEMBLED PANEL ¢
WIND (MWFRS-Open Building) RAIL TO SITE INSTALLED RAIL W/
(2)#9 3"SCREW
Wind Analysis Method Analytic Directional Procedure a.
Basic Wind Speed(ultimate) 150.00 MPH fn
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Topography Factor Kzt= 1.00 0
Directionality Factor Kd= 0.85 w
Gust Effect Factor G= 0.85
POST
Roof Pitch 0.00:12 0.00 DEG p
Roof Eve Height 8.000 FT J
Peak Roof Height 8.000 FT a= 7
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Mean Roof Height 8.000 FT zg= 1200
Terrain Exp.Category B
Velocity Pressures qz=.00256KzKztKdV2 PRE ASSEMBLED FENCE
Height(ft) Kz qh PANEL&(3)RAILS
h= 8.00 FT 0.575 28.14 psf L=span of Pitched Roof
B=Length of Building
L= 6 L/B= 6.00 GRADE
B= 1 h/L= 1.33
(3)HORIZ SITE __ J.0„
INSTALLED RAILS 3/29/21
Design Pressures p=q GCS,
Transverse Direction: Note:Pressures are limit state design pressures for strength design.Multiple by 0.6 for ASD.
(Wind direction perpendicular to ridge.)
Design Pressure(psf) IO LU ° ° ° ° ° 1 of 1
h(ft) qh(psf) CNW CNL ghGCNW ghGCNL to
Load Case A:Clear Wind Flow 8.00 28.14 0.000 0.000 0.00 0.00 J 20"DIA CONC FOOTING,2500 PSI
Load Case B:Clear Wind Flow 8.00 28.14 0.000 0.000 0.00 0.00 Q LU
Load Case A:Obstructed Wind Flow 8.00 28.14 0.000 0.000 0.00 0.00 Z
Load Case B:Obstructed Wind Flow 8.00 28.14 0.000 0.000 0.00 0.00 W LU
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Longitudinal Direction: Note:Pressures are limit state design pressures for strength design.Multiple by 0.6 for ASD. V ° ° ° °
(Wind direction parallel to ridge.) EE935FAF30E92486.-
Design Pressure(psf)
Distance(ft) qh(psf) CN ghGCN ° ° ° ° 3/29/2021
Load Case A:Clear Wind Flow (0 to h/2) 28.14 -0.80 -19.13
(h to 2h) 28.14 -0.60 -14.35
(>2h) 28.14 -0.30 -7.18
Load Case B:Clear Wind Flow (0 to h/2) 28.14 0.80 19.13
(h to 2h) 28.14 0.50 11.96
(>2h) 28.14 0.30 7.18 ° 4'
Load Case A:Obstructed Wind Flow (0 to h/2) 28.14 -1.20 -28.70 �•' 0S P.(_/
(h to 2h) 28.14 -0.90 -21.53 1'-$" .• LPN Fe
(>2h) 28.14 -0.60 -14.35
Load Case B:Obstructed Wind Flow (0 to h/2) 28.14 0.50 11.96 AR97108
(h to 2h) 28.14 0.50 11.96
(>2h) 28.14 0.30 7.18 �� V
FENCE PLAN FENCE SECTION 4�
`SCALE:3/4"= 1'-0" SCALE:3/4"= 1'-0" rFRED ARG�