Report` WALL SIGN DESIGN OFFICE COPY
Scope of work is for the design of the connection of the wall sign to the existing structure only.
Seelast1 -pagesmpfor structural notes. I��`
ASCE 7-16-Components and Cladding 6'r.��L)
Wind Speed,V= 98 mph
Risk Category= II
Exposure Category= B VALID!
1 p .! . ki
Sign Height= 20.00 ft(max) VALID! ii i OH - :1HNi I ,0 �n9,
Topo.Factor,Kzt= 1.00 .�
Direct.Factor,Kd= 0.85 THE ISSUANCE OF A Pi Rl: ,-_ ,-, OF T:r'
Comer Zone:andNo
BASED ON CONSTRUCTION t3UILDING D
Resulting Parameters Coefficients: II n(yaR
Wall External Pressure Coefficients,Geri: DOCUMENTS AND OTHER
V/JI 'Y
GCp Zones Pos.= 0.90 DATA SHALL NOT PREVENT
GCp Zone 5 Pos.= 0.90
GCp Zone 4 Neg.= -0.99 , THE CODE OFFICIAL FROM
GCp Zone Sete = �00 a REQUIRING THE CORRECTION
zg= 0
0.7
Kh= 0.70 OF ERRORS. OSSC 105.4
qh= 8.8 psf =0.00256'0.79'0.85'98^2'(0.6,allowable)
Case 1,F(-)= -9.6 psf =(-0.99)`8.8paf
Case 2,F(+)= 7.9 psf =(0.9)'8.8ps1
Sign Geometry: C0.��RJ r
Height= 2.50 ft(total) G`- Race
Wirea= 75% ft(max) �C'\y�G I N E' b
%solid area= 75%
Area= 27.3 ft' =2.5'14.58'75% .p
Sign Thickness= 5.00 in(channel letters or cabinet) 7252 -E
Sign Dead Load= 3.00 psf(max) /
Appx.Weight= 82 lb =3psr27.3 T//
Vertical offset= 0.00 in(positive#denotes centroid of sign above centroid of connection) I r o,
Raceway Behind Channel Letters e 4 p Q
Raceway Height 4.00 in .v / ')- 4
Raceway thickness= 5.00 in `'' Y 0 a • QJQ`
fastener couple= 6.00 in(vertical) S P�
Total#of fasteners= 10 (minimum) LJSEPH
50% of fasteners resisting tension due to eccentricities(along top of connection)
V.fastener 8 lb =82/(10 fasteners) EXPIRES:12-31-2022
Mom„^,,,,case 1= -1401 in-lb =-9.6`27.3`(6"12)-82'(5"12+5")
R,upper,case 1= 47 lb(tension:=1401/6"/(10 fasteners`50%) -
M",case 1= -171 in-lb --9 6'27.3`(6"/2)+82*(5"/2+5") •T�` !'�7 -- �-,.
R,lower,case 1= 6 lb(tension.=(171/6")l(10 festeners'50%) - CI 1 1 (�x' - 1'
M rase 2= 32 in-lb =7.9'27.3'6"12-82'5"12+5" -
°�°m ( ) ( ' REVIEWED FOIi -A. ..'I t..01'vb, l i ," 'LIE
- R,upper,case 2= 1 lb(tension)=32/6"/(10 fasleners'50%) =
M„r,case 2= 1262 In-lb =7.9'27.3'(6"12)+82'(5"/2+5") �
R,lower,case 2= 0 lb no tension occurs along lower support Approved: NI l
_ finish thickness= in(non-structural) ' OTC: t
o.d.of pipe spacer= in + �I''1
add'I tension= 0 lb Pe trait#: By pt o Da-0 0 O
T,fastener= 47 lb . Address: ) O,,C AQ rn<, ',.L `'LLLSSY..
V,fastener= 8 lb ---
Wall Const.:Plywood/Wood Suite Tf: Q I
Fastener Type:Screw
Fastener Size: 0.250 in a By: Date: D - ) - a'1,
Tc= 70 Ib>47 OK 87%
Vc= 118 lb>80K7% -
074<,.000K 1/4"dia. wood screw from raceway through
Use 0.26"Screw to Plywood/Wood
existing plywood sheathing. Typical at(10)
approximate locations shown.
•
• - •
__v.
„„_________,
Project Name JUSTO TAX Raceway Connection Project# 220066
dirtMILLER
111111 CONSULTING Location 10580 SW McDonald Street, Tigard, OR
FNGINEEPC S
Client Fastsigns of Tigard
9600 SW Oak St#400 II 503.246.1250 CJM 1/19/2022 1 of 3
Portland.OR 97223 miller-se.com By Ck'd Date Page
GENERAL
THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY
- FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE
REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST
INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF
- SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL
ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION.
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE
SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY
THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT
THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR
SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW
TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD.ANY MATERIAL NOT AS
SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH
SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE.
THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT
SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND
SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT
OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE
JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS
THE CONTRACT DOCUMENTS SPECIFY OTHERWISE.
NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, LAND
USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND WATER-PROOFING ARE
BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. EXISTING STRUCTURAL ELEMENTS ARE
DESIGNED BY OTHERS. ANALYSIS FOR MOVEMENT DUE TO VORTEX SHEDDING OF WIND FORCES IS NOT INCLUDED
IN THE SCOPE OF WORK. IF MOVEMENT CAUSED BY VORTEX SHEDDING IS A CONCERN, WIND TUNNEL TESTING OR
OTHER ANALYTICAL MODELS SHALL BE UTILIZED TO EVALUATE THE STRUCTURE.
CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO FABRICATION OR INSTALLATION. ENGINEER OF RECORD FOR
THE PROJECT IS TO BE NOTIFIED IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON THE DRAWINGS.
BUILDING CODE
ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE
- 2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE.
1,0 PRO4:5-
�\ G , NFc O
' 7252 •E ' A
i /
o O~
9V i v 08 , tiQ�Qe
s OSEPH MP'
EXPIRES: 12-31-2022
1111
Project Name JUSTO TAX Raceway Connection Project# 220066
A� MILLER
,',I ; ', Location 10580 SW McDonald Street, Tigard, OR
Client Fastsigns of Tigard
9600 SW Oak St#4 0 503 246 1252 CJM 1?-kAJ 1/19/2022 2 of 3
Poniard OR 97222 miller se con: By Ck'd Date Page
DESIGN LOADS
THE FOLLOWING ARE THE DESIGN REQUIREMENTS:
STRUCTURAL DESIGN CRITERIA
RISK CATEGORY II
WIND DESIGN DATA
BASIC WIND SPEED(3 SEC GUST) 98 MPH
EXPOSURE B
ALUMINUM
ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM FILLER
ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TO PREVENT
CORROSION.ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY(AWS)D1.2.WELD LENGTHS SHOWN ARE
EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL. WELDING SHALL BE BY AWS CERTIFIED WELDERS
FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE WELD SHALL BE FULL LENGTH OF
MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS NOTED OTHERWISE ON
STRUCTURAL DRAWINGS. ALL WELDS TO RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. ALL
FASTENERS IN CONTACT WITH ALUMINUM TO BE HOT DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A
PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION.
CC. PROFF �O
72522 •E A
94'l� ill' o P`���Qo
OSEPI
EXPIRES:12-31-2022
Project Name JUSTO TAX Raceway Connection Project# 220066
04 MILLER
1116 CONSULTINGL Location
10580 SW McDonald Street, Tigard, OR
ENGINEERS
Client Fastsigns of Tigard
9600 SW Oak St#400 I 503 246 1250 (..l Mtpo 1/19/2022 3 of 3
Portland OR 97223 I miller-se corn By Ck'd Date Page
,
RECEIVED
PROOF #6 FASTSIGNSS
FIRST THREE PROOFS ARE INCLUDED WITH ORDER. JAN 1 9 2022 More than fast. More than signs:
EACH ADDmONAL PROOF REVISION IS AN ADDFONAL$10. Tigard,
de d
e
CITY OF TIGARIi 12176 SW Garden
9P ace
Order/Estimate#16716 3UILDING DIVIDIVISION' 4.8813
Customer:Justo Tax 314@fastsigns.com
Project Lead: Randy PROJECT SIZE: 30"H x 175"W
1 ,gin
/ LOGO GRAPHIC
,"'�fi`" s �s i< 30"Hx29"W
—. [Grid Stroke LED] [Metal Clips on Trim Cap]
. I r - Po11XIV j m L sa^';a g _ 3M Vinyl#3630 Translucent,Standard
.,
t, Stock Acrylic, 1"Trimcap(Standard Stock
Color),5" .040 Returns(Standard Stock Color)
°� 1 White Aluminum ACM Backs
Io.
a .„„ r,,,,. JUSTO TAX
24"Hx138.7"W
[Single Stroke LED]
{ *‘_ 3M Vinyl#3630 Translucent,Standard
Stock Acrylic, 1"Trimcap(Standard Stock
Color),5" .040 Returns(Standard Stock Color)
�� �` White Aluminum ACM Backs
` , , , or ,,,,,,,,, e-,7,
RACEWAY
WI i ' 4"Hx175"W
.063 Aluminum-Custom painted one solid color/
(ColorTBD)
(4Ty' 1) INSTALL
30"Hx175"W 3/8"x 4" lag screws every 4'
Weight of Sign 150 lbs
i
PLEASE ZOOM IN TO ENSUREALL ARTWORK IS CORRECT
MATERIAL(S):Channel Letters/Logo Electrical Fabricated DATE: 1.7.22 Proofed By: SV
-- - -- -- PLEASE NOW Production o[his orderwIll net
ADDITIONAL NOTES: APPROVAL: Vert until all layouts are approved.
Should you require a specific color please
Woolly a PANTONE Color(PAS)or come IN our
.u,ownoom and choose a PANIONE colostrum
our color palette.
A PROOFING POLICY: FINAL EXAMINATION OF YOUR PROOF IS YOUR RESPONSIBILITY. TNISOESIGNANOENGINEERINGISSUNMITTEO
SOLELY AS PART OF OUfl PROPOSAE AND IS TO
RFAIAIN PROPERTY OF F0.5TSIGNSTI W RDANO
FASTSIGNS TIGARD WILL NOT BE RESPONSIBLE FOR ANY ERRORS THAT COULD HAVE BEEN PREVENTED BY THE PROPER REVIEW OF YOUR PROOF. suDIEM°DESSIGNANDUSEGNAINGES. O
PROOF #6 FASTSIGNS.
FIRST THREE PROOFS ARE INCLUDED WITH ORDER. More than fast. More than signs:
EACH ADDITIONAL PROOF REVISION IS AN ADDITIONAL$10. 12176 SW Garden Place
Order/Estimate#16716 Tigard,OR 97223
503.244.8813
Customer:Justo Tax
Project Lead: Randy PROJECT SIZE: 7"H x 34.5"W 314@fastsigns.com
JusTO(j------rjusimTA)(
(Qty:2)
PLEASE ZOOM IN TO ENSURE ALL ARTWORK IS CORRECT
MATERIAL(S):Vinyl-Translucent Full Color Print,Laminate-Semigloss DATE: 1.7.22 Proofed By: SV
PLEASE N TE:Production of[hls order will not
ADDITIONAL NOTES: APPROVAL:
Should you regoie a ywclflc color pease
spow and ehO N a P C.Iar(MIS)or came try
showroom and CNooae a PANTONE color from
A SOLELY rS PART
PROOFING POLICY: FINAL EXAMINATION OF YOUR PROOF IS YOUR RESPONSIBILITY. THIS DESIGN AND ENGINEERING IS SUBMITTED
SEEM ASPARTOF OUR PROPOSAL AND D TO
REMAIN PROPERLY OF FASTSIGNSTIGARO AND
FASTSIGNS TIGARD WILL NOT BE RESPONSIBLE FOR ANY ERRORS THAT COULD HAVE BEEN PREVENTED BYTHE PROPER REVIEW OF YOUR PROOF. ANTDTNERtlSENEREOFIGPRDXIBITEDAND
GUtlIECT TO DESIGN AND USE CHANGES.
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