HomeMy WebLinkAboutPLANS Clearance Bar 420 Steamer Dr 2021-01-1327'-8 ¹¹⁄ "
27'-8 ¹¹⁄ "
27'-8 ¹¹⁄ "
61
'
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1
1
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61
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61
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1
0.1
SITE PLAN
SCALE: 1/32”= 1’-0”
Drawn by:
Account Manager:
Project Manager:
Date:
File Name:
Sign Type:
Client Approval
NOTE: Please ensure all red line changes are noted on
this drawing prior to returning it to ADCON. Subsequent to
ADCON incorporating the red line changes requested on
this drawing, any further changes will result in additional
billing at the rate of $86 per hour.
Approved As Noted
Revise And Resubmit
Approved
Signature
Date
DateProduction Mgr. Approval
DateProject Mgr. Approval
DateAccount Mgr. Approval
DateP&D Mgr. Approval
AB
3725 Canal Drive
Fort Collins, CO 80524
970 484 3637
www.adconsigns.com
These documents and plans have been created by and are
the exclusive intellectual property of Adcon Inc. Any
unauthorized use, disclosure, dissemination or dup-
lication of any of the information contained herein may
result in liability under applicable laws.
Shop Drawing for:SDDesign Proposal for:DP
Rob K.
Joshua L.
January 07, 2021
Clearance Bar
Prototype Dot. No.0 PT#
Sheet No. 0.1
Rev. No.
Dot No.
W.O. No.
By:
Date:AB
AB
12
12
11
11
10
10
9
9
8 8776
6
5
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4
4
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2 2110
Revision Notes:
GFEDCBA
3952
Site Plan
420 Steamer Dr. Suite 100
Jimmy John's
Estes Park, CO 80517
Alarado Business Park
CLEARANCE 9'-0"
2
3
4
5
6
7
8
9
10
11
12
1
AB
1.0
2 FACE VIEW (RIGHT FLAG MOUNT SHOWN)
SCALE: 3/4"= 1'-0"
Drawn by:
Account Manager:
Project Manager:
Date:
File Name:
Sign Type:
JLL
12-17-20
Client Approval
NOTE: Please ensure all red line changes are noted on
this drawing prior to returning it to ADCON. Subsequent to
ADCON incorporating the red line changes requested on
this drawing, any further changes will result in additional
billing at the rate of $86 per hour.
Approved As Noted
Revise And Resubmit
Approved
Signature
Date
DateProduction Mgr. Approval
DateProject Mgr. Approval
DateAccount Mgr. Approval
DateP&D Mgr. Approval
AB
3725 Canal Drive
Fort Collins, CO 80524
970 484 3637
www.adconsigns.com
These documents and plans have been created by and are
the exclusive intellectual property of Adcon Inc. Any
unauthorized use, disclosure, dissemination or dup-
lication of any of the information contained herein may
result in liability under applicable laws.
Shop Drawing for:SDDesign Proposal for:DP
Rob K.
Skip W.
September 28, 2020
Clearance Bar
Prototype Dot. No.0 PT#
Sheet No. 1.0
Rev. No.
Dot No.
W.O. No.
By:
Date:AB
AB
12
12
11
11
10
10
9
9
8 8776
6
5
5
4
4
3
3
2 2110
Revision Notes:
GFEDCA
3952
Clearance Concept Break
Bar
1.0
3 END VIEW
SCALE: 3/4"= 1'-0"
1'-0"1'-0"1'-0"
BACK VIEW
1.0
4 FEATURES
SCALE: N.T.S.
ADJUSTABLE HEIGHT
BREAKAWAY
NOTE: Graphic Panel can
be placed on either side for
left or right flag mount
Clearance bar has 12" of height
adjustment in 1" increments
Clearance bar pivots upon impact then
self aligns back to original position
7'-0"7'-0"7'-0"
9'-6"9'-6"9'-6"
0'-6"0'-6"0'-6"
8'-8"8'-8"8'-8"
1.0
1 PLAN VIEW
SCALE: 3/4"= 1'-0"
8 ³⁄ "8 ³⁄ "8 ³⁄ "
6"6"6"
Ad
j
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"
8'-8"8'-8"8'-8"
1'-3"1'-3"1'-3"
P1
P2
Painted finish PMS # "Red" TBD
Painted finish A-N "Black"
COLORS AND FINISHES
1
2
POST=
BREAKAWAY CLEARANCE BAR SPECIFICATIONS
6" x 6" x 3/16" Steel sq. tube
CLEARANCE BAR= 3" Schedule 10 steel pipe (3 1/2" O.D. x
.120" wall)
12" of height adjustment
3 GRAPHICS PANEL= .063" Alum. w/ angle bracket and Reflective
vinyl graphics
Note: Panel can be mounted on either side
of clearance bar to accommodate left or right
flag orientation of sign
Clearance bar pivots here
4
5
CAP=
BASE PLATE=
Fabricated .063" sheet aluminum
Water jet-cut 1/2" Steel plate
MOUNTING= Base plate bolts to concrete caisson or equivalent
engineered foundation- Caisson/foundation is by
others
PC1 Powder Coat finish "Knight's Armor"
V1 3M Scotchlite #480-10 Reflective "White" vinyl
0'-3 1/2"0'-3 1/2"0'-3 1/2"
1 PC1
5
3 P13V1
4 P2
2 PC1
PC1
1 PC1
4 P2
5 PC1
3 P14P2
5 PC1 2 PC1
Estes Park, CO 80517
Jimmy John's
Alarado Business Park
420 Steamer Dr. Suite 100
B
5 1/2"5 1/2"5 1/2"
2
3
4
5
6
7
8
9
10
11
12
1
AB
2.0
2 FACE VIEW- CLEARANCE BAR @ HIGHEST POSITION
SCALE: 3/4"= 1'-0"
Drawn by:
Account Manager:
Project Manager:
Date:
File Name:
Sign Type:
12-17-20
JLL
Client Approval
NOTE: Please ensure all red line changes are noted on
this drawing prior to returning it to ADCON. Subsequent to
ADCON incorporating the red line changes requested on
this drawing, any further changes will result in additional
billing at the rate of $86 per hour.
Approved As Noted
Revise And Resubmit
Approved
Signature
Date
DateProduction Mgr. Approval
DateProject Mgr. Approval
DateAccount Mgr. Approval
DateP&D Mgr. Approval
AB
3725 Canal Drive
Fort Collins, CO 80524
970 484 3637
www.adconsigns.com
These documents and plans have been created by and are
the exclusive intellectual property of Adcon Inc. Any
unauthorized use, disclosure, dissemination or dup-
lication of any of the information contained herein may
result in liability under applicable laws.
Shop Drawing for:SDDesign Proposal for:DP
Rob K.
Skip W.
September 28, 2020
Clearance Bar
Prototype Dot. No.0 PT#
Sheet No. 2.0
Rev. No.
Dot No.
W.O. No.
By:
Date:AB
AB
12
12
11
11
10
10
9
9
8 8776
6
5
5
4
4
3
3
2 2110
Revision Notes:
GFEDCA
3952
Clearance Concept Break
Bar- Details
2.0
3 END VIEW
SCALE: 3/4"= 1'-0"
7'-0"7'-0"7'-0"
3'-2 1/2"3'-2 1/2"3'-2 1/2"
0'-6"0'-6"0'-6"
8'-8"8'-8"8'-8"
2.0
1 PLAN VIEW
SCALE: 3/4"= 1'-0"
8 ³⁄ "8 ³⁄ "8 ³⁄ "
6"6"6"
Ad
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8
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Ad
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8
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8'-8"8'-8"8'-8"
1'-3"1'-3"1'-3"0'-3 1/2"0'-3 1/2"0'-3 1/2"
1'-3 1/4"1'-3 1/4"1'-3 1/4"
7'-8 1/4"7'-8 1/4"7'-8 1/4"
COMPARISON:
CLEARANCE
BAR @
LOWEST
POSITION
0'-4 3/4"0'-4 3/4"0'-4 3/4"
1'-7 1/4"1'-7 1/4"
(cradle)(cradle)
1'-7 1/4"
(cradle)
45°
Pivot
point
0'-3 1/2"0'-3 1/2"0'-3 1/2"
Top of CradleTop of CradleTop of Cradle
Top of CradleTop of CradleTop of Cradle
1'-0"1'-0"
(adjust-(adjust-
ment)ment)
1'-0"
(adjust-
ment)
2.0
4 SECTION DETAIL
SCALE: 3"= 1'-0"
2"
2.0
5 PANEL ATTACH
SCALE: 3"= 1'-0"
1'-4" O.C. Typ.1'-4" O.C. Typ.1'-4" O.C. Typ.
6'-3"6'-3"6'-3"
6
2.0
2.0
6 SECTION DETAIL
SCALE: 3"= 1'-0"
8 ³⁄ "
3.0
2
2.0
5 CAP DETAIL
SCALE: N.T.S.
8 ³⁄ "8 ³⁄ "8 ³⁄ "
2"2"2"
.Fabricated 063" Alum.
2 1/8" x 2 1/8" x
.063" Brake formed
alum. angle
.063" Alum.
graphics panel
Graphics panel can be mounted
on either side of clearance bar
6" x 3/16"
wall steel
sq. tube
post
3" Sch. 10 Steel
pipe clearance bar .063" Alum.
graphics panel
Fabricated
steel cradle
assembly
2.0
7
1/2" STEEL
MOUNTING PLATE
SCALE: 1 1/2"= 1'-0"
8 ⁵⁄ "8 ⁵⁄ "
O.C.O.C.
8 ⁵⁄ "
O.C.
1'-3"1'-3"1'-3"
1'-3"1'-3"1'-3"
8 ⁵⁄ " O.C.8 ⁵⁄ " O.C.8 ⁵⁄ " O.C.
2.0
7 .063" Alum.
graphics panel
3" Sch. 10 Steel pipe
6" steel sq.
tube
Fabricated .063" alum. cap
3" Sch. 10 steel pipe (3 1/2" O.D.
x .120" wall)
45° Cut allows gravity return for
clearance bar break-away
6" x 3/16" wall steel sq. tube post
0'-3 1/2"0'-3 1/2"0'-3 1/2"
3/8" x 9 1/2" All thread w/coupling nut
and jam nut
This clearance allows lift of
clearance bar (to rotate) but
prevents pull-out
3/8" x 1" Bolt
Length/weight TBD
3" Solid steel rod "counterweight"
inside clearance bar tube
3" Sch. 10
steel pipe (3
1/2" O.D. x
.120" wall)
clearance
bar
Fabricated steel cradle
Fabricated steel
cradle
3" Sch. 10 steel
pipe (3 1/2" O.D.
x .120" wall)
3/8" x 1" Bolt
6" x 3/16" wall steel
sq. tube
.Fabricated 063"
alum. cap
³⁄ " Typ.³⁄ " Typ.³⁄ " Typ.
1/4" Attachment screws
6" x 3/16"
wall steel
sq. tube
post
3" Sch. 10 Steel
pipe clearance bar
1/2" Steel
mounting
plate
1/2" Steel
mounting
plate
45°
3/8" nut and jam nut
23°
Capped end
2.0
4
Estes Park, CO 80517
420 Steamer Dr. Suite 100
Alarado Business Park
Jimmy John's
B
Steel Sq. Tube Post
3.0
2 CRADLE DETAIL
SCALE: 3"= 1'-0"
ISOMETRIC VIEW
END VIEW FACE VIEW BAR TYP.
BOTTOM PLATE
TOP, 2ND, & 3RD
PLATE TYP.
1'-7 1/4"1'-7 1/4"1'-7 1/4"
0'-3 1/2"0'-3 1/2"0'-3 1/2"
0'-4 1/2"0'-4 1/2"0'-4 1/2"
1'-7 1/4"1'-7 1/4"1'-7 1/4"
0'-5 1/8"0'-5 1/8"0'-5 1/8"
0'-5"0'-5"0'-5"
0'-9 1/8"0'-9 1/8"0'-9 1/8"
Sq. Tube I.D. Sq. Tube I.D.
-.040" -.040" VERIFYVERIFY
Sq. Tube I.D.
-.040" VERIFY
Sq. Tube I.D. Sq. Tube I.D.
-.040" -.040" VERIFYVERIFY
Sq. Tube I.D.
-.040" VERIFY
3.54" 3.54"
VERIFYVERIFY
3.54"
VERIFY
Sq. Tube I.D. Sq. Tube I.D.
-.040" -.040" VERIFYVERIFY
Sq. Tube I.D.
-.040" VERIFY
0'-1 5/8"0'-1 5/8"0'-1 5/8"
0'-1" TYP.0'-1" TYP.0'-1" TYP.
0'-5 5/8"0'-5 5/8"0'-5 5/8"
2
3
4
5
6
7
8
9
10
11
12
1
AB
Drawn by:
Account Manager:
Project Manager:
Date:
File Name:
Sign Type:
JLL
12-17-20
Client Approval
NOTE: Please ensure all red line changes are noted on
this drawing prior to returning it to ADCON. Subsequent to
ADCON incorporating the red line changes requested on
this drawing, any further changes will result in additional
billing at the rate of $86 per hour.
Approved As Noted
Revise And Resubmit
Approved
Signature
Date
DateProduction Mgr. Approval
DateProject Mgr. Approval
DateAccount Mgr. Approval
DateP&D Mgr. Approval
AB
3725 Canal Drive
Fort Collins, CO 80524
970 484 3637
www.adconsigns.com
These documents and plans have been created by and are
the exclusive intellectual property of Adcon Inc. Any
unauthorized use, disclosure, dissemination or dup-
lication of any of the information contained herein may
result in liability under applicable laws.
Shop Drawing for:SDDesign Proposal for:DP
Rob K.
Skip W.
September 28, 2020
Clearance Bar
Prototype Dot. No.0 PT#
Sheet No. 3.0
Rev. No.
Dot No.
W.O. No.
By:
Date:AB
AB
12
12
11
11
10
10
9
9
8 8776
6
5
5
4
4
3
3
2 2110
Revision Notes:
GFEDCA
3952
Clearance Concept Break
Bar- Details-2
0'-2"0'-2"0'-2"
3.0
1 COMPONENTS EXPLODED VIEW
SCALE: N.T.S.
Steel Pipe Clearance
Bar w/ counterweight
Round Aluminum Cap
Steel Cradle Assembly
3/8" x 2"
Steel flat
bar - or
Water jet-
cut 3/8"
steel plate
3/8"-16
Threaded
holes typ.
3" Sch. 10 steel
pipe (3 1/2" O.D.
x .120" wall)
Oversized hole for slip fit of
3" Sch. 10 crossbar pipe
Notched to accommodate 6"
sq. tube's welded inner seam
Notched to fit 3/8" steel bar
Water jet-cut 1/4" steel plate
Water jet-cut 1/4" steel plate
Cut-outs for center alignment of
3" Sch. 10 clearance bar pipe
³⁄ "³⁄ "³⁄ "Sq. Tube I.D. Sq. Tube I.D.
-.040" -.040" VERIFYVERIFY
Sq. Tube I.D.
-.040" VERIFY
Notched to fit 3/8" steel bar
Hole for clearance bar retaining
hardware
45°45°45°
420 Steamer Dr. Suite 100
Alarado Business Park
Estes Park, CO 80517
Jimmy John's
B
Drawn by:
Account Manager:
Project Manager:
Date:
File Name:
Sign Type:
Client Approval
NOTE: Please ensure all red line changes are noted on
this drawing prior to returning it to ADCON. Subsequent to
ADCON incorporating the red line changes requested on
this drawing, any further changes will result in additional
billing at the rate of $86 per hour.
Approved As Noted
Revise And Resubmit
Approved
Signature
Date
DateProduction Mgr. Approval
DateProject Mgr. Approval
DateAccount Mgr. Approval
DateP&D Mgr. Approval
AB
3725 Canal Drive
Fort Collins, CO 80524
970 484 3637
www.adconsigns.com
These documents and plans have been created by and are
the exclusive intellectual property of Adcon Inc. Any
unauthorized use, disclosure, dissemination or dup-
lication of any of the information contained herein may
result in liability under applicable laws.
Shop Drawing for:SDDesign Proposal for:DP
Rob K.
Joshua L.
December 17, 2020
Clearance Bar
Prototype Dot. No.0 PT#
Sheet No. 1.0
Rev. No.
Dot No.
W.O. No.
By:
Date:AB
AB
12
12
11
11
10
10
9
9
8 8776
6
5
5
4
4
3
3
2 2110
Revision Notes:
GFEDCBA
3952
Clearance Concept Break
Bar- Caisson
Jimmy John's
Estes Park, CO 80517
420 Steamer Dr. Suite 100
Alarado Business Park
4.0
2 FACE VIEW (RIGHT FLAG MOUNT SHOWN)
SCALE: 3/4"= 1'-0" 4.0
3 END VIEW
SCALE: 3/4"= 1'-0"
4.0
1 PLAN VIEW
SCALE: 3/4"= 1'-0"
8'-8"8'-8"8'-8"
1'-3"1'-3"1'-3"
0'-3 1/2"0'-3 1/2"0'-3 1/2"
3'-5"3'-5"3'-5"
2'-0"2'-0"2'-0"
3'-5"3'-5"3'-5"
2'-0"2'-0"2'-0"
2'-0"2'-0"2'-0"
NOTE:
-Compressive strength at 28 days, f’c=2500 PSI
minimum
-Cement type III or IV. W/C ratio 0.45 by weight
for pier and caisson
-Footings concrete must be poured against
undisturbed earth
-Maintain a minimum 3" concrete cover over all
embedded steel
(2) #4 Ties top 5"
#4 Ties @ 12" o.c.
remainder
(6) #6 Verts,
3" Clearance
Consolidated
Conc. f’c=2500 PSI
SHEET #JIMMY JOHNS
CLEARANCE BAR 1 OF 1
SHEET TITLE:
YJINC.www.yjinc.com
P.O. BOX 802050
SANTA CLARITA, CA. 91380
TEL. (661)259-0700 FAX. (661)259-0900
Jan 12, 2021
JAN 08, 2021CHK BY:
DRN BY:3921_Jimmy Johns_Clearance Bar_Steamer Drive_Estes Park_CO.dwgJTS_PROJECT JOB # :
PROJECT LOCATION : JIMMY JOHNS
420 STEAMER DRIVE
ESTES PARK, CO
REVISED BYREV. DATEREV. NO.
1
2
3
--/--/--
--/--/--
--/--/-----
---
---
plotted by: Angie Ocampo on 1.12.2021 @ 9:54 AM
REV BY:
T.J.
T.J.
A.W.DATE LAST REVISED:
PROJ. START DATE:
SCALE: AS SHOWN
DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-11
· COMPRESSIVE STRENGTH AT 28 DAYS, f 'c= 2500 PSI
MINIMUM.
· CEMENT TYPE II OR IV. W/C RATIO 0.45 BY WEIGHT FOR
PIER AND CAISSON
· FOOTINGS CONCRETE MUST BE POURED AGAINST
UNDISTURBED EARTH.
· MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL
EMBEDDED STEEL.
SOIL:
LATERAL SOIL BEARING PER IBC CLASS 5 TABLE 1806.2 (100
PSF/FT). MODIFIED PER SECTION 1806.3.4.
CONCRETE :
3/16"TYP.
DESIGN AND FABRICATION ACCORDING TO FBC 6TH EDITION 2017,HVHZ 1620 WITH
WIND LOADS PER ASCE 7-10
· PLATE, ANGLE, CHANNEL TEE: ASTM A36
· WIDE FLANGE: ASTM A992
· ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT.
· HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B
OR EQUIVALENT.
· ALL ANCHORS BOLTS SHOULD BE: ASTM F1554
· ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM A449
· ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM A276
· ALL BOLTS TO BE ZINC COATED: ASTM B633
· DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60.
DESIGN AND FABRICATION ACCORDING TO ALUM. DESIGN MANUAL
PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM
· ALLOY 6061 - T6 WITH 0.098 LBS PER CUBIC INCH.
STEEL
DESIGN AND FABRICATION ACCORDING TO AWS D1.1. / D1.3
· AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS.
· E70 XX ELECTRODE FOR SMAW PROCESS.
· E70S XX ELECTRODE FOR GMAW PROCESS.
· ER7 XX ELECTRODE FOR GTAW PROCESS.
· E70T XX ELECTRODE FOR FCAW PROCESS.
ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE
WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB
AT ZERO 0° AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION
TEST METHOD OR MFG'S. CERTIFICATION.
ALUMINUM
DESIGN AND FABRICATION ACCORDING TO AWS D1.2. ALL WELDING IN
ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10.
FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2015 ALUMINUM DESIGN MANUAL.
STEEL :
NOTES :
ALUMINUM :
· SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS.
· PROVIDE ISOLATION OF DISSIMILAR MATERIALS.
· COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT.
· THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10.
· PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF
STEEL / ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE.
· SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS
· ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN
OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL.
· BRAND NAME APPROVED POST INSTALLED ANCHORS SPECIFIED ON
PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL.
GENERAL :WELDING :
ANCHORS :
8'-8"
9'-6"
4'-7"
24"
DIA.
8 5/16"
8 5/16"
15"
DIA.
ELEVATION
N.T.S.
A
PL 15" DIA., X 1/2" THK.
ST'L. BASE PLATE
BASE PLATE
N.T.S.A t=1/2"
(P1)
HSS 6" X 6" X 3/16"
ST'L. SQ. HSS
B
CRADLE DETAIL
N.T.S.B
3" SOLID ST'L. ROD
45°
1/8"TYP.
1/8"TYP.
45° CUT ALLOWS GRAVITY
RETURN FOR CLEARANCE BAR
1/2" DIA., X 24" MIN. EMBED.
GALV. ST'L. ANCHOR BOLT
TYP.
(P2)
3" DIA., t=0.120"
ST'D. ST'L. PIPE
LENGTH= 3'-3"
(P1)
HSS 6" X 6" X 3/16"
ST'L. SQ. HSS
LENGTH= 7'-8"
Job #JTS_3921
Project Jim m y Johns - Clearance Bar
Job Location 420 Steam er Drive
Es tes Park, CO
INPUT DATA
Expos ure ca tegory (B, C or D)=C
Ris k Catego ry =II
Ultim ate Des ign Winds peed VULT =175 MPH
Topographic factor Kzt =1 Flat
Height of the s ign h =9.50 FT
Average Vertical dim ens ion (for wall, s = h)s =0.96 FT
Horizontal di m ension B =8.67 FT
Dim ens ion o f return corner Lr =0.50 FT
ANALYSIS
Velocity pressure
qz = 0.00256 Kz Kzt Kd V2 =56.64 PSF
where:
qh = velocity pressure at height h. (Eq. 29.3-1, page 249)
Kh = velocity pressure expos ure coefficient =0.85
evaluated at height above gR nd. level, h (Tab. 29.3-1, page 251 )
Kd = wind directionality factor. (Tab. 26.6-1, page 194)=0.85
Sign Design Based On 2015 IBC w/Local Amendments Wind Force Case A: resultant force through geometric center
Max horizontal wind pres s ure =p = qh G Cf ==89 PSF
where:G = gus t effect factor. (Sec. 26.9, page 198).=0.85
Cf = net force coefficient. (Fig. 29.4-1, page 252)1.85
As = B s = the gros s area =8.30 FT2
Estimated sign cabinet weight =50 LBS.
DESIGN SUMMARY
Allowable Stress De sign W ind Factor =0.60
Design Wind Pressure = 53.44 PSF
Design Windforce, F =0.44 KIPS
Moment Arm =6.66 FT
Design Moment = F x Moment Arm =2.95 KIP-FT
Footing Design (Nonconstrained)
Diam eter =2.00 FT
Soil Pressure =100.00 PSF/FT
S1 =300.00 PSF
A =1.73 FT
EMBED. =4.51 FT
Pole (P1) Design ST'L. SQ. HSS
Sec .Mod. Req'd.USE A500 GR. B Fy=46000 PSI
S =1.33 HSS 6" x 6" x 3/16"S =7.42 IN3
Torsion Shear Torsion =LB-FT t =0.17 IN4
t =902 b =6.00 IN
Shear Stress A =3.98 IN2
V =250.8
Total V Stress=1152 allow fv =18400
( 1.33 /7.42 ) +( 1152 /18400 ) =0.24 < 1 (OK)
Pole (P2) Design ST'D. ST'L. PIPE
Sec . Mod. Req'd.USE A53 GR. B Fy=35000 PSI
S =0.25 S =1.04 IN3
Shear torque Torsion =LB-FT J =3.64 IN4
t =5120 O.D. =3.50 IN
Shear Stress A =1.27 IN2
fv =696
Total V Stres s =5816 allow fv =14000
( 0.25 /1.04 ) +( 5816 /14000 ) =0.66 < 1 (OK)
Base Plate St'l. Plate
Thickness Req'd.USE A36
t =0.30
Anchor Design GALV. ST'L. ANCHOR BOLT
Tension Req'd.USE F 1554 GR. 36
T =2132 T =4260
Shear Req'd.
V =123 V =2270
( 2132 /4260 ) +( 123 /2270 ) =0.55 < 1 (OK)
PL 15" Dia., x 1/2"
888
Unity =
1/2" DIA., x
3" DIA., t = 0.120"
t=0.50
24" MIN. EMBED
24"DIA.DEPTH = 4'- 7"
888
Unity =
Unity =
53.44 x As =
0.6 x p =
(P1)
HSS 6" X 6" X 3/16"
ST'L. SQ. HSS
(P2)
3" DIA., t=0.120"
ST'D. ST'L. PIPE
LENGTH= 8'-8"(P2)
3" DIA., t=0.120"
ST'D. ST'L. PIPE
3/8" X 1" BOLT
TYP.
FABRICATED ST'L
CRADEL.
3/8" NUT AND JAM NUT
(P2) 3" DIA., t=0.120"
ST'D. ST'L. PIPE
3/8" X 9 1/2" ALL THRED W/
COUPLING NUT AND JAM
NUT
CONSOLIDATED
CONC. f ' c= 2500 psi
(2) #4 TIES TOP 5"
#4 TIES @ 6" O.C.
TOP 24"
#4 TIES @ 12" O.C.
REMAINDER
(6) #6 VERTS,
3" CLEARANCE
42
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