Report SIGN 1 - EAST E OFFICE COPS
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Approved: 902 SQ FT BUILDING WALL - NO EXISTING SIGNAGE, OTHER THAN PROPOSED SIGNS
�./ j
OTC: [ ] 15'(RACEWAY
Perfultt
Address: - — 12'-81/2" MFG&INSTALL(1)S/F WALL SIGN
THE ISSUANCE OF A PERMIT • RACEWAY MOUNTED 3"DEEP ALUMINUM CHANNEL LETTERS&
Suite# BASED ON CONSTRUCTION
B Date: DOCUMENTS AND OTHER LOGO
DATA SHALL NOT PREVENT •ACRYLIC FACES
THE CODE OFFICIAL FROM
R ING THE CORRECTION •1"BLACK TRIM CAP&SATIN BLACK RETURN
•TRANSLUCENT VINYL GRAPHICS
3'-3"
21-1 3/a ®11
GERBER GOLD NUGGET VINYL(230-141)
i
� J
GERBER TRANS BLACK(230-22)
SATIN BLACK PAINT FINISH
SCALE:'/z"=1'
52 SQ FT SIGN, SIGN WEIGHS 85 LBS
4051 W. 1st Ave. project: Address: Scale: J/0# Designer: Sales Rep: Date:
Eugene,OR 97402
IMAGE KING SIGNS 541.484.1482 Nectar Bull Mountain 11300 SW Bull Mountain Rd.,Tigard Noted xxxxxx D.Culnane JG 6.27.2022
SIGN 2 - NORTH EL ION
501-811
00
M
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SCALE:3/16"=1' 692 SQ FT BUILDING WALL - NO EXISTING SIGNAGE, OTHER THAN PROPOSED SIGNS
15'(RACEWAY
31-31/4" 12'-81/x" MFG&INSTALL(1)S/F WALL SIGN
•RACEWAY MOUNTED 3 DEEP ALUMINUM CHANNEL LETTERS&
LOGO
•ACRYLIC FACES
•1"BLACK TRIM CAP&SATIN BLACK RETURN
•TRANSLUCENT VINYL GRAPHICS
3'-3"
21-13/411
GERBER GOLD NUGGET VINYL(230-141)
J
GERBER TRANS BLACK(230-22)
16-6 3/4" SATIN BLACK PAINT FINISH
SCALE:1/2"=1'
52 SQ FT SIGN, SIGN WEIGHS 85 LBS
� 4051 W. 1 st Ave.
Eugene,OR 974. Project: Address: Scale: J/0# Designer: Sales Rep: Date:
IMAGE KING SIGNS 541.484.1482 Nectar Bull Mountain 11300 SW Bull Mountain Rd.,Tigard Noted xxxxxx D.Culnane JG 6.27.2022
SIGN 3 OFFICE COPY
50'-8"
00
I 1
x
x
asp o "
P S
.. F
SCALE:3/16"=1' 692- SQ FT BUILDING WALL - NO EXISTING SIGNAGE, OTHER THAN PROPOSED SIGNS
31-31/4" 12'-81/2" MFG&INSTALL(1)S/F WALL SIGN
3"DEEP ALUMINUM CHANNEL LETTERS&LOGO
•ACRYLIC FACES
•1"BLACK TRIM CAP&SATIN BLACK RETURN
•TRANSLUCENT VINYL GRAPHICS
p LED ILLUMINATION
3'-311
21-1 3/a
GERBER GOLD NUGGET VINYL(230-141)
GERBER TRANS BLACK(230-22)
16'-6 Sia" SATIN BLACK PAINT FINISH
SCALE:'/z"=1'
52 SQ FT SIGN, LEAF WEIGHS 8 LBS MAX, LETTERS 6 LBS. MAX
4051 W. 1st Ave,
Fro'ect: Address: Scale: J/0# Designer: Sales Rep: Date:
Eugene,OR 97402
541.484.1482 Nectar Bull Mountain 11300 SW Bull Mountain Rd.,Tigard Noted xxxxxx D.Culnane JG 2.28.2022
G KING SIGNS
�
Page 1 of 3 FrgCE Copy
® S U L LAWAY 11545 W.BERNARDO COURT,SUITE 201
SAN DIEGO,CA 92127
■ ENGINEERING PROJECTMANAGER@SULLAWAYENG.COM
PHONE: 1-858-312-5150 FAX: 1-858-777-3534
PROJECT: NECTAR BULL MOUNTAIN,11300 SW BULL MOUNTAIN RD.,TIGARD,OR DATE: 6/29/2022
PROJECT#: 35757 ENGINEER: APS
CLIENT: IMAGE KING SIGNS LAST REVISED:
16'-7"
15'-0" RACEWAY
-�� 3'-38" 12'-88"
O
O w
O
J W
M
M Mld'
SL %Woo OL
2 (T) ELEVATION:MAX OAH FROM GRADE-15'-0" 2
3"
LETTER/LOGO WOOD BLOCKING
BY OTHERS
(E)WOOD STUD WALL
U W/PLYWOOD&
O CORRUGATED METAL
b SIDING OTHERS
�p PROF
�NG16X8 ALUM.Spy "Q LAG SCREWS
,/o RACEWAY Ya
MIN. EMBED. = 1%2"
4 E �r MIN.THREADED PEN.
i
INTO WOOD BLOCKING
2 SECTION MIN (1)TOP& BOTTOM
OREGON SPACED @ 3'-6" O.C.
/�5✓GNF 3 0 2�N� �� W/SPACERS AS REQUIRED
F. S V \P
GENERAL NOTES
1. DESIGN CODE: IBC 2018,OSSC 2019
2. DESIGN LOADS:ASCE 7-16
3. WIND VELOCITY 100 MPH EXPOSURE C
4. LAG SCREWS PER NDS SPECIFICATIONS
5. PROVIDE PROTECTION AGAINST DISSIMILAR METALS
6. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION
7. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD
Page 2 of 3
+1 S U L LAWAY
� ■ t
PROJECT: NECTAR BULL MOUNTAIN DATE: 6/29/2022
PROJ. NO.: 35757 ENGINEER: APS
CLIENT: IMAGE KING SIGNS
ve.e units;pounds,feet unless noted otherwise
Applied Wind Loads; from ASCE 7-16
Pnet=k Kzt Pnet30 (ASCE 30.4-1)
k= 1.21 (ASCE Fig. 30.4-1)
Kzt= 1.0 (unless unusual landscape)
V= 100 mph Exposure= c
Area= 53.90 ft2
max. height= 15.00 ft
Pnet30= 16.08 psf pnet= 19.46 psf
Pnet30= -20.26 psf pnet= -24.52 psf
Loads on 0.25" Dia. Lag Screws - Raceway to Wall (LRFD):
Pnet= See Above= 24.52 psf
Tributary Area= ATnb=(3'-6")*(3'-3")= 11.375 ft2
Wind Load= WL=Pnet*ATrib= 279 lbs
Dead Load= DL=1.2*10psf*ATrib= 137 lbs
Governing arm= = 8.875 in (from AutoCAD)
MWL= WL*arm= 2475 lbs-in
arm= (3"/2)+6" 7.5 in
MDL= DL*arm= 1024 lbs-in
Spacing= = 10 in
Additional tension due WL= TWL=MWL/spacing/1 screw= 247 lbs
Spacing= = 10 in
Additional tension due DL= TDL=MDL/spacing/1 screw= 102 lbs
#screws= = 2 screws
dia.= = 0.250 in
Tension per screw= Tu=WL/#screws+TWL+TDL= 489 lbs
Shear per screw= Vu=DL/1 screw= 137 lbs
Page 3 of 3
S U L LAWAY
PROJECT: NECTAR BULL MOUNTAIN DATE: 6/29/22
PROD.NO.: 35757 ENGINEER: APS
CLIENT: IMAGE KING SIGNS
LAG SCREWS(LRFD)-SOLID WOOD TO SOLID ALUMINUM-WITHDRAWAL AND SINGLE SHEAR LATERAL
FACTORED FASTENER LOADING MAIN MEMBER SIDE MEMBER
W, -4-8-911 b Withdrawal Load DOUGLAS FIR-LARCH ALUMINUM
ID J 137]Ib Lateral Load G 0.5 F" 42 ksi Ultimate Strength
z FASTENER DIMENSIONS ten n is 0.060 in Thickness
z L"� 1.5 in Length into Main MBR 8 90 deg
D 0.250 in Nominal Diameter
W 0 in Washer =Main Member End Grain(x)
g 0 in Gap
Penin 1 in Minimum dowel penetration for lateral loading[NDS 11.1.3.7]
p 1.5 in Actual dowel penetration based on selected dowel length
STANDARD HEX LAG SCREWS [NDS Appendix Table L2]
Dr 0.173 in D 0.25 0.313 0.375 0.438 0.5 0.625 0.75 0.875 1 1.125 1.25
Fyb 70000 psi [NDS Table 11] Dr 0.173 0.227 0.265 0.328 0.371 0.471 0.579 0.683 0.78 0.887 1.012
DOWEL BEARING CALCULATIONS
Fe,ii 5600 psi Dowel bearing strength,perpendicular to grain[NDS Table 11.3.2 Footnote 2]
F,,perp 4465.46 psi Dowel bearing strength,parallel to grain[NDS Table 11.3.2 Footnote 2]
Fem 4465.46 psi Fe 63000 psi Dowel bearing strength-Hankinson formula[NDS 11.3-11]&Steel[NDS Comm.12]
Lm 1.5 in Ls 0.06 in Dowel bearing length
qn, 772.525 lbs/in qs 10899 lbs/in Dowel bearing resistance[AWC Techincal Report 12]-Dr Assumption
Mm 60.4067 in-lbs Ms 60.4067 in-lbs Dowel moment resistance based[AWC Technical Report 12]-Dr Assumption
YIELD MODE DOWEL EQUATIONS[AWC Technical Report 12 Table 1-11
Im 415.708 Ib P 1158.79 Rd 2.788 KD 2.23 8 90
I, 234.597 Ib P 653.94 Rd 2.788 Kp 2.23 Ke 1.25
11 168.999 lb P 471.086 A 3E-04 B 0.78 C -444.35 Rd 2.788 Kp 2.23
Illm 188.139 lb P 524.439 A 4E-04 B 0.75 C -494.95 Rd 2.788 KD 2.23
III, 108.369 Ib P 302.078 A 7E-04 B 0.03 C -70.216 Rd 2.788 Ko 2.23
IV 149.776 lb P 417.502 A 7E-04 B 0 C -120.81 Rd 2.788 Kp 2.23
Z 108.369 Ib Ref Value Adjustment Factors[NDS Table 10.3.11
Z' 234.077 Ib Adj Value CM Ct C C,, Cd CQ Cs, Cm Ctn I KF A
RATIO 0.583 PASS 1 1 1 1 1 1 1 1 3.32 0.65 1
WITHDRAWAL LOADING[NDS 11.2.1] Adjustment Factors[NDS Table 10.3.11
W 225 Ib/in Reference Value[NDS 11.2-1] CM Ct Ce KF 4
W' 486 Ib/in Adj Value 1 _ 1 1 3.32 0.65 1
Pt,req 1.0068 in Required thread penetration for withdrawal
Pt'req 1.125 in -->Rounded up to nearest 1/8"
pt,o r 1.5 Override for additional thread penetration
pt,sei 1.500 in
COMBINED LATERAL AND WITHDRAWAL LOADING[NDS 11.4.1]
a 1.29875 rad = 74.413 deg
ZZ„' 507.99 lb
Za' 632.448 Ib Based on pt,sei
RATIO 0.80321 PASS
WWI OFFICE COPY
Page 1 of 3
S U L L/eWAY 11545 W.BERNARDO COURT,SUITE 201
SAN DIEGO,CA 92127
' . ! I I V E E PROJECTMANAGER@SULLAWAYENG.COM
PHONE: 1-858-312-5150 FAX: 1-858-777-3534
PROJECT: NECTAR BULL MOUNTAIN,11300 SW BULL MOUNTAIN RD.,TIGARD,OR DATE: 6/29/2022
PROJECT#: 35757 ENGINEER: APS
CLIENT: IMAGE KING SIGNS LAST REVISED:
16'-7"
15-0" RACEWAY
3'-38" - 12'-88"
O Of
w
CDO
J w
M
M M��
2 ELEVATION:MAX OAH FROM GRADE-15'-0" 2
y� 3"
'I 'I 6"
LETTER/LOGO WOOD BLOCKING
BY OTHERS
(E)WOOD STUD WALL
U W/PLYWOOD &
CORRUGATED METAL
b SIDING OTHERS
�D PROF
�NGI Ss� 6X8 ALUM.o RACEWAY %4"0 LAG SCREWS
y MIN. EMBED. = 1%2"
r MIN.THREADED PEN. = 1Y2'
i
INTO WOOD BLOCKING
2 SECTION MIN (1)TOP& BOTTOM
OREGON SPACED @ 3'-6"O.C.
�5 GNF 3 0 20N� � W/SPACERS AS REQUIRED
F. S \P
GENERAL NOTES
1. DESIGN CODE:IBC 2018,OSSC 2019
2. DESIGN LOADS:ASCE 7-16
3. WIND VELOCITY 100 MPH EXPOSURE C
4. LAG SCREWS PER NDS SPECIFICATIONS
5. PROVIDE PROTECTION AGAINST DISSIMILAR METALS
6. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION
7. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD
Page 2 of 3
4 S U L LAWAY
PROJECT: NECTAR BULL MOUNTAIN DATE: 6/29/2022
PROJ. NO.: 35757 ENGINEER: APS
CLIENT: IMAGE KING SIGNS
ve.e units;pounds,feet unless noted otherwise
Applied Wind Loads; from ASCE 7-16
Pnet=k Kzt Pnet30 (ASCE 30.4-1)
a,= 1.21 (ASCE Fig. 30.4-1)
Kzt= 1.0 (unless unusual landscape)
V= 100 mph Exposure= c
Area= 53.90 ft2
max. height= 15.00 ft
Pnet30= 16.08 psf Pnet= 19.46 psf
Pnet30= -20.26 psf Pnet= -24.52 psf
Loads on 0.25" Dia. Lag Screws - Raceway to Wall (LRFD):
Pnet= See Above= 24.52 psf
Tributary Area= ATnb=(3'-6")*(3'-3")= 11.375 ft2
Wind Load= WL=Pnet*ATrib= 279 lbs
Dead Load= DL=1.2*10psf*ATrib= 137 lbs
Governing arm= = 8.875 in (from AutoCAD)
MWL= WL*arm= 2475 lbs-in
arm= (3"/2)+6" 7.5 in
MDL= DL*arm= 1024 lbs-in
Spacing= = 10 in
Additional tension due WL= TWL=MWL/spacing/1 screw= 247 lbs
Spacing= = 10 in
Additional tension due DL= TDL=MDL/spacing/1 screw= 102 lbs
#screws= = 2 screws
dia.= = 0.250 in
Tension per screw= Tu=WL/#screws+TWL+TDL= 489 lbs
Shear per screw= Vu=DL/1 screw= 137 lbs
k_
f.
Page 3 of 3
t SULLAWAY
�► ■ ENGINEERING
PROJECT: NECTAR BULL MOUNTAIN DATE: 6/29/22
PROD.NO.: 35757 ENGINEER: APS
CLIENT: IMAGE KING SIGNS
LAG SCREWS(LRFD)-SOLID WOOD TO SOLID ALUMINUM-WITHDRAWAL AND SINGLE SHEAR LATERAL
FACTORED FASTENER LOADING MAIN MEMBER SIDE MEMBER
W489 Ib Withdrawal Load DOUGLAS FIR-LARCH ALUMINUM
Z 137 Ib Lateral Load G F 42 ksi Ultimate Strength
z FASTENER DIM[NSIONS tm n t, 0.060 in Thickness
z L, 1.5 in Length into Main MBR B 90 deg
D 0.250 in Nominal Diameter
w 0 in Washer =Main Member End Grain(x)
g 0 in Gap
Pmm 1 in Minimum dowel penetration for lateral loading INDS 11.1.3.7]
p 1.5 in Actual dowel penetration based on selected dowel length
STANDARD HEX LAG SCREWS INDS Appendix Table L2]
Dr 0.173 in D 0.25 0.313 0.375 0.438 0.5 0.625 0.75 0.875 1 1.125 1.25
Fyb 70000 psi INDS Table 11] Dr 0.173 0.227 0.265 0.328 0.371 0.471 0.579 0.683 0.78 0.887 1.012
DOWEL BEARING CALCULATIONS
Fe,i 5600 psi Dowel bearing strength,perpendicular to grain INDS Table 11.3.2 Footnote 21
Fe,,, 4465.46 psi Dowel bearing strength,parallel to grain INDS Table 11.3.2 Footnote 2]
Fem 4465.46 psi Fe 63000 psi Dowel bearing strength-Hankinson formula INDS 11.3-11]&Steel INDS Comm.12]
L,,, 1.5 in L, 0.06 in Dowel bearing length
qR, 772.525 lbs/in cis 10899 lbs/in Dowel bearing resistance[AWC Techincal Report 121-D,Assumption
M,,, 60.4067 in-lbs M, 60.4067 in-lbs Dowel moment resistance based IAWC Technical Report 121-Dr Assumption
YIELD MODE DOWEL EQUATIONS IAWC Technical Report 12 Table 1-1]
1,,, 415.708 Ib P 1158.79 Rd 2.788 KD 2.23 B 90
I, 234.597 Ib P 653.94 Rd 2.788 KD 2.23 KB 1.25
11 168.999 lb P 471.086 A 3E-04 B 0.78 C -444.35 Rd 2.788 Ko 2.23
III,,, 188.139 lb P 524.439 A 4E-04 B 0.75 C -494.95 Rd 2.788 Ko 2.23
III, 108.369 Ib P 302.078 A 7E-04 B 0.03 C -70.216 Rd 2.788 KID 2.23
IV 149.776 lb P 417.502 A 7E-04 B 0 C -120.81 Rd 2.788 KD 2.23
Z 108.369 Ib Ref Value Adjustment Factors INDS Table 10.3.1]
Z' 234.077 Ib Adj Value CM Ct C Co Cd Cu C,t Cd; Cto I KF 41 X
RATIO 0.583 PASS 1 1 1 1 1 1 1 1 3.32 0.65 1
WITHDRAWAL LOADING INDS 11.2.1] Adjustment Factors INDS Table 10.3.1]
W 225 Ib/in Reference Value INDS 11.2-1] CM Ct Ce K,
W' 486 Ib/in Adj Value 1 1 1 3.32 0.65 1 F'
Pt,req 1.0068 in Required thread penetration for withdrawal
Pt,req 1.125 in -->Rounded up to nearest 1/8"
Pt,ovr 1.5 Override for additional thread penetration
pt,,,, 1.500 in
COMBINED LATERAL AND WITHDRAWAL LOADING INDS 11.4.1]
a 1.29875 rad = 74.413 deg
Z"' S07.99 lb
Za' 632.448 Ib Based on pt,,,,
RATIO 0.80321 PASS
I'
4
y
OFFICE COPY
Page 1 of 3
S'�+I L L/�1 Y 11545 W.BERNARDO COURT,SUITE 201
' ` , ` SAN DIEGO,CA 92127
' . PROJECTMANAGER@SULLAWAYENG.COM
PHONE:1-858-312-5150 FAX: 1-858-777-3534
PROJECT: NECTAR BULL MOUNTAIN,11300 SW BULL MOUNTAIN RD.,TIGARD,OR DATE: 6/29/2022
PROJECT#: 35757 ENGINEER: APS
CLIENT: IMAGE KING SIGNS LAST REVISED:
16'-7"
15'-0" RACEWAY
OLu
O w
O F�-
J W
J
M
pct
WL A
2 j ELEVATION:MAX OAH FROM GRADE-15'-0" 2
3"
6.,
LETTER/LOGO WOOD BLOCKING
BY OTHERS
(E)WOOD STUD WALL
W/PLYWOOD &
U CORRUGATED METAL
O
o SIDING OTHERS
�-p PROF
NG� Ss�o 6X8 ALUM. %4"0 LAG SCREWS
RACEWAY MIN. EMBED. = 1%2"
4 E r MIN.THREADED PEN.
INTO WOOD BLOCKING
2 SECTION MIN (1)TOP& BOTTOM
OREGON SPACED @ 3'-6"O.C.
/�ti✓GNF 3 0 2 �Q W/SPACERS AS REQUIRED
9FC F. S ��P
GENERAL NOTES
1. DESIGN CODE:IBC 2018,OSSC 2019
2. DESIGN LOADS:ASCE 7-16
3. WIND VELOCITY 100 MPH EXPOSURE C
4. LAG SCREWS PER NDS SPECIFICATIONS
5. PROVIDE PROTECTION AGAINST DISSIMILAR METALS
6. ALL DIMENSIONS TO BE VERIFIED PRIOR TO FABRICATION
7. ALL EXISTING ELEMENTS AND DIMENSIONS TO BE VERIFIED IN FIELD
Page 2 of 3
41 SULLAWAY
PROJECT. NECTAR BULL MOUNTAIN DATE: 6/29/2022
PROJ. NO.: 35757 ENGINEER: APS
CLIENT: IMAGE KING SIGNS
vs.e units;pounds,feet unless noted otherwise
Applied Wind Loads; from ASCE 7-16
Pnet=�Kzt Pnet30 (ASCE 30.4-1)
a,= 1.21 (ASCE Fig. 30.4-1)
KZt= 1.0 (unless unusual landscape)
V= 100 mph Exposure= c
Area= 53.90 ft2
max. height= 15.00 ft
Pnet30= 16.08 psf Pnet= 19.46 psf
Pnet30= -20.26 psf pnet= -24.52 psf
Loads on 0.25" Dia. Lag Screws - Raceway to Wall (LRFD):
Pnet= See Above= 24.52 psf
Tributary Area= ATdb=(3'-6")*(3'-3")= 11.375 ft2
Wind Load= WL=Pnet*ATrib= 279 lbs
Dead Load= DL=1.2*10psf*ATrib= 137 lbs
Governing arm= = 8.875 in (from AutoCAD)
MWL= WL*arm= 2475 lbs-in
arm= (3"/2)+6" 7.5 in
MDL= DL*arm= 1024 lbs-in
Spacing= = 10 in
Additional tension due WL= TWL=MWL/spacing/1 screw= 247 lbs
Spacing= = 10 in
Additional tension due DL= TDL=MDL/spacing/1 screw= 102 lbs
#screws= = 2 screws
dia.= = 0.250 in
Tension per screw= Tu=WL/#screws+TWL+TDL= 489 lbs
Shear per screw= Vu=DL/1 screw= 137 lbs
Page 3 of 3
S U L LAWAY
PROJECT: NECTAR BULL MOUNTAIN DATE: 6/29/22
PROD.NO.: 35757 ENGINEER: APS
CLIENT: IMAGE KING SIGNS
LAG SCREWS(LRFD)-SOLID WOOD TO SOLID ALUMINUM-WITHDRAWAL AND SINGLE SHEAR LATERAL
FACTORED FASTENER LOADING MAIN MEMBER SIDE MEMBER
W 489 Ib Withdrawal Load DOUGLAS FIR-LARCH ALUMINUM
Z" 137 Ib Lateral Load G F 42 ksi Ultimate Strength
z_
FASTENER DIMENSIONS t' ' in is 0.060 in Thickness
z Lm 1.5 in Length into Main MBR B 90 deg
D 0.250 in Nominal Diameter
W 0 in Washer =Main Member End Grain(x)
g 0 in Gap
P
1 in Minimum dowel penetration for lateral loading[NDS 11.1.3.71
P 1.5 in Actual dowel penetration based on selected dowel length
STANDARD HEX LAG SCREWS [NDS Appendix Table L2]
D, 0.173 in D 0.25 0.313 0.375 0.438 0.5 0.625 0.75 0.875 1 1.125 1.25
F,b 70000 psi (NDS Table 11] Dr 0.173 0.227 0.265 0.328 0.371 0.471 0.579 0.683 0.78 0.887 1.012
DOWEL BEARING CALCULATIONS
Fey 5600 psi Dowel bearing strength,perpendicular to grain[NDS Table 11.3.2 Footnote 2]
Fe,perp 4465.46 psi Dowel bearing strength,parallel to grain[NDS Table 11.3.2 Footnote 2]
Fern 4465.46 psi Fe 63000 psi Dowel bearing strength-Hankinson formula[NDS 11.3-11]&Steel[NDS Comm.12]
Lm 1.5 in L, 0.06 in Dowel bearing length
q,n 772.525 lbs/in q, 10899 lbs/in Dowel bearing resistance[AWC Techincal Report 12]-Dr Assumption
Mm 60.4067 in-lbs M, 60.4067 in-lbs Dowel moment resistance based[AWC Technical Report 12]-Dr Assumption
YIELD MODE DOWEL EQUATIONS[AWC Technical Report 12 Table 1-1]
Im 415.708 Ib P 1158.79 Rd 2.788 KD 2.23 0 90
Is 234.597 Ib P 653.94 Rd 2.788 KD 2.23 KF, 1.25
II 168.999 lb P 471.086 A 3E-04 B 0.78 C -444.35 Rd 2.788 KD 2.23
lllm 188.139 Ib P 524.439 A 4E-04 B 0.75 C -494.95 Rd 2.788 KD 2.23
111, 108.369 lb P 302.078 A 7E-04 B 0.03 C -70.216 Rd 2.788 KD 2.23
IV 149.776 Ib P 417.502 A 7E-04 B 0 C -120.81 Rd 2.788 KD 2.23
Z 108.369 Ib Ref Value Adjustment Factors[NDS Table 10.3.11
Z' 234.077 Ib Adj Value CM Ct C Co Cd Ce Cst Cdi Ctn KF
RATIO 0.583 PASS 1 1 1 1 1 1 1 1 3.32 0.65 1
WITHDRAWAL LOADING[NDS 11.2.11 Adjustment Factors INDS Table 10.3.11
W 225 Ib/in Reference Value[NDS 11.2-1] CM Ct Ce KF
W' 486 Ib/in Adj Value 1 1 1 3.32 0.65 1
Pt,req 1.0068 in Required thread penetration for withdrawal
Pt,req 1.125 in -->Rounded up to nearest 1/8"
Pt,ovrF 1.5 Override for additional thread penetration
pt,sei 1.500 in
COMBINED LATERAL AND WITHDRAWAL LOADING[NDS 11.4.11
ct 1.29875 rad = 74.413 deg
Z�' 507.99 lb
Za' 632.448 Ib Based on Pt,sei
RATIO 0.80321 PASS