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Specifications (3) FOR OFFICE USE ONLY—SITE ADDRESS: I (S 3 c) �✓�1J Pd.G� : This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 44 Transmittal Letter 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: f01V1 '+ . DATE RECEIVED: DEPT: BUILDING DIVISION 1 FROM: iA COMPANY: �✓►�1 \.T(\ CrIN PHONE: 5U?j -"S ! ~ CD a By. N7 EMAIL: I/VV1'1-- Cc/Y1 RE: k S 3 J S� ) P�Ct F�'C �P�;oaa-00 \ (Site Address) (Permit Number) (Project name b subdivision name Id d to nu r) 1,y14 if, ATTACHED ARE THE FOLLOV1 EMS: l Copies: Description: Copies: Description: Additional set(s) o ans. Revisions: Cross section d details. Wall bracing and/or lateral analysis. Floor/roof ming. Basement and retaining walls. Beam culations. G Engineer's calculations. Ot r(explain): REM S: elq �Q C AC ' / _ FOR OFFICE USE ONLY Rou to Permit Technician: Date: (-1' - 4 — Initials: Fees Due: Yes ❑No Fee Description: Amount D e o . c )- Yr_Vice-Vi $ y $ $ $ Special Instructions: Reprint Permit(per PE): [ Yes _No ❑ Done Applicant Notified: V Ma- Date: Let 4.,3L Initials: jr. I:\Building\Forms\TransmittalLetter-Rev isions_073120.doc Karen Abdill From: Matt Boyington <mattb@salemsign.com> Sent: Friday, March 29, 2024 1:14 PM To: #Building Permit Technicians; Planner on Duty Subject: FW: re: Permit# BUP2022-00214 Attachments: Burger King -Tigard - Sign Specs - 3-18-2024.pdf; Burger King (Tigard) Sign ENGINEERING.pdf Hello Tigard, I am following up to my email below to you. I hadn't heard back from anyone so wanted to make sure you received it... Thank you! -Matt From: Matt Boyington<mattb@salemsign.com> Sent:Wednesday, March 27, 2024 2:13 PM To: 'TigardBuildingPermits@tigard-or.gov'<TigardBuildingPermits@tigard-or.gov> Subject: re: Permit#BUP2022-00214 Hello Tigard Building, Matt here with Salem Sign. Regarding permit#BUP2O22-00214; I permitted this pole sign for Burger King a while ago and then we had to wait for the City of Tigard to complete their road work so we could replace the sign. It took a good year or two for Tigard to start the work and we are now gearing up to install the sign. Now that the work has begun and we can see the site conditions we have determined we need to use a different footing type. I have new engineering I would like to attach to the file now.Are you able to help me make this addendum so we can schedule the footing inspection? I have attached the new drawing and engineering for reference... Let me know!Thank you! -Matt Matt Boyington DESIGN&PERMITS Salem Sign Co.,Inc. 1825 Front Street NE Salem,OR 97301 503.371.6362 www.SalemSign.com CCB#65297 1 PPROVED REVISION O. , LD MSKa Structural Calculations for BW16sa. 64w4 AI.e,S c`, - A 1.4-01.0rrw FParuio$ CT CIA, Zup 4D, o — 0 O a_ 1 1). PRokg4 - - ?TA,.G N -Op ky Client: Salem Sign Co. ON 1825 Front St NE 4 (503) 3 Salem,O 6362301R 97 ssv ° 1,9 201 c IV . CIT LXPIRES:/Z. 3/_202. Codes: 2021 IBC Amended by Oregon Structural Specialty Code with 2022 revisions. • Index: Calculation Sheets 1.1 & 1.2 Footing (Enercaic Output) APP-01 thru App-03 Sketch SK-1 Notes: 1)' See Calc Sheet 1.1 for design parameters 2)- Concrete—F'c= 2500psi (design)—min 5 sacks/cement per yd3 3)- Reinforcing steel—Not required (hoops A-615, Gr 40 or 60 4) Miscellaneous steel (sign frame)—A-36 (Fy = 36ksi) 5) Welds— E-60 or E-70 electrodes per A.W.S. kW 14401 Structural Engineer waives requirement for special reki4 it'%J inspection, verify with local jurisdiction. 6) Posts—A53 Gr B pipe (Fy= 35ksi) —A500 Gr B tube (Fy=46ksi) 7) Sign frames and attachment to poles are standard angle construction and were not reviewed, or reviewed only cursorally. Limitations: Engineer was retained in a limited capacity for this project. Design is based upon information provided by the client, who is solely responsible for the accuracy of same. No responsibility and/or liability is assumed by or is to be assigned to the Engineer for items beyond those shown on these sheets. JOB NO. `40/1�4/ SHEET NO. G MADE BY 1,�J�./ DATE CLIENT ppS��a"�l"�em Sign Co. ENG�NC-BRS i�.ic.w PROJECT &WK. kV,6.1141ii iiiJ - RPoTstAgeS Pg.0 los ill R2c N.) - , e.Nt 114:11 r 7-L.)1Jc. 4._i-- fry4tP n) ) r F;(: S I 'sLCW x ,--cP HI (.0( r2 VàL C .11-(A-L 11-Qre.A 30.€ Fr?' PL) &() 6. $10,1 4416,- (0 Gez)1,3 ) C\ 7 tilpH 6,44/74ryovl V NSA ( (.5.4"--Cv1() 4E.A.p e, e 46 psp/m- etPiN 5m,s )4 RM (41 3 FPX- bk..L.-4-7?<-'.•-• ( e G)C4 e 0 - o p y. n ç P - 7 01-1- . r- c, N ck.f f e.t.t 1.)6, ?",%i'i A) - (--ZII tA,K.)1,,,, I -te.-‘f(--) e 6-1;34 14)m v /.." 2 64-r-e — 4-0 oki x I 2-4" Mr Ad) N rot)ritok P-e( e.f.c? v1 4,.‹. 13 Nape Ckz" L- biA) rt kJT or F-Le...,17 rJ4 SHEET NO. ••••••••••••••••- C FILE NO. 2:96)22-Y MADE BY --) CUENT - /(,.>"1/ L..-• M DATE lENJIhJEEIRS 11s4C. PROJECT 4.11J+ •4sA• 1. ice-- r••••"' ch c; 6,,E47s gp' 1i r A an g‘ k'- k rye vZ &i,kh (70aar a6.10- i) Cry 13 0 w4 C a(X. tcI: (0 4 YD.tc�U.0) 7c 6.Ic` 6,7a a srs- 25r 6),7D P..0.1 1 1 `'q.s-Nvec) 0.76) /0 , 0-7a* /.Ay- .:' (2.S2 X Arr , 'ei, : jai % tt* 44 4,,r'.� n 'sC' PrnENT1 A--s, ti,•-' 20.9 F5-.-2..... A.LO ' , (a,,?1.5.0,.:.fir. ). _1,4-4. S: t r r 3gyri ;° y= :r, • 6,0 , I/4Ai n w/HT f4 Asittr l -Thwi .,r,Coefficients,C,,for Case A and Case B s- V roped asao.e/: - F� .;a/e .._ 0.06...._.._. 0.1 02 0.5 ?� 2 4 S 10 20 d 30 • ,;.. 1310 1.70 1.65 1.35 1 I. - 1A0 1.35 1.35 1.30 1.30 1.30 1 ,�; 1.85 1.75 1.70 1.60 1,50 1.05 I.45 1.10 1.40 146 1 1.90 1.;15. 1.73 1.7 U I 1 5 65 1.60 1.60 1.55 1.55 1.55 1.55 1 1.45 L85 Laut'a5 1.70 1.70 1.70 1.70 1,70 1,70 1 1.95 1.90 1013 1.10 1.30 1.80 1.20 120 1$5 e t!95 I90 I.90 1 LHS I:03 LSU 1.20 LSU 1.81+ LYS 1.90 1.90 1 V�016 1.95 1.90 1.85 1.85 1.811 1.80 1.85 1.85 1.65 1.90 1.90 1 ttiOtRE 29.3-1 Design Wind toads(All Heights):Force Coefficients,Cs for Other Structures-So11d Freestanding Welts ant Soil Freestanding Signs h • 1 0V 0.r SI(eN. 1,:._i.,t%.'),1,(? ::.) . 1/-0 S S I,.ri 1-i fn; r41 6 ,f2 jS.......45-"""Iwa".'-e FILE NO. l SHEET NO. Jw� y • MADE 8Y rS '/4,� DATE CLIENT sly.-Si44 6 .; t C n n R l'�i V+i Fy^�U Syi.�r 13=1:1ZEEMEMEall PROJECT Title: Burger King(Tigard)Sign Job#240334 ��"" k Dsgnr: W.R.Pease,PE,SE(r Date: 10:00AM, 21 MAR 24 1,6 Description:single post sign-standard ENGINEERS IIVC-1' Scope: alternate excavated footings L Rev 580000 User KW-0805723,Ver5.80 1-Dec-2003 Pole Embedment in Soil Page 1 i 01083-2003 ENERCALC Engineenng Software bktfound.ecw:Caicuiations Description Pole with Pt&Uni Loads--4'-2"footing General information Code Ref:1997 UBC section 2907g2,2003 IBC 1805.7.2,2003 NFPA 5000 36.4.3 i, Allow Passive .-: e> 200.00 pcf Applied Loads... Max Passive 1.500.00 psi Point Load 400.00 lbs Load duration factor 1.333 distance from base 10.000 ft Pole is Rectangular Width 50.000 in Distributed Load 6.00#/ft No Surface Restraint distance to top 7.000 ft distance to bottom 0.000 ft Summary Moments a Surface... Point load 4,000.00 ft-# Total Moment 4,147.00 tt-# Distributed load 147.00 Total Lateral 442.00 lbs Without Surface Restraint... Required Depth 3.000 ft Press©1/3 Embed... Actual 263.42 psf Allowable 263.91 psf 4 .Z4 �a }c 1-i-N MUN wwa PC 3 4� b ' 6 V *Crsp Q4Pre r ( 244v33y iler-0 I VO-4. 4 , � Title: Burger King(Tigard)Sign Job#240334 • .. i47`r Dsgnc W.R.Pease,PE,SE(r Date: 10:OOAM, 21 MAR 24 `• . Description:single post sign-standard Scope: alternate excavated footings ENGINEERS IN�- rRev: 580000 User:KW-0605723,Ver5.8.0,1-Dee-2003 Pole Embedment in Soil Page 1 (c)1983.2003 ENERCALC Engineering Soke re bktfound.ecN:Calc dations with Pt&Uni Loads--5 Description Pole '-3"footing General Information Code Ref:1997 UBC section 2907g2,2003 IBC 1805.7.2,2003 NFPA 5000 38.4.3 =` Allow Passive 200.00 pcf Applied Loads... Max Passive 1,500.00 psf Point Load 400.00 lbs Load duration factor 1.333 distance from base 10.000 ft Pole is Rectangular Width 63.000 in Distributed Load 6.00#/ft No Surface Restraint distance to top 7.00D ft distance to bottom 0.000 ft Summary Moments @ Surface... Point load 4,000.00 ft-# Total Moment 4,147.00 ft-# Distributed load 147.00 Total Lateral 442.00 lbs Without Surface Restraint... Required Depth 2.750 ft Press @ 1/3 Embed... Actual 241.20 psf Allowable 243.56 psf • 5I3" toNy )t 1!L`r nuv urtt,a 2).qg r g%4-11%, -c-'f• c".43 VI) 2YD33Y APP-o .l . """'.' Title:Burger King(Tigard)Sign Job#240334 . r Dsgnr: W.R.Pease,PE,SE(r Date: 10:00AM, 21 MAR 24 • / r" r'i Description:single post sign-standard GFIV Scope: alternate excavated footings EEFes tIVC.T Rev E80000 User KW-0605723.Ver 5.6.0.1-Dec2003 Pole Embedment in Soil Page (c)1983-2003 ENERCALC Engineering Software bktfound.ecw.Calculationc Description Pole with Pt&Uni Loads--6'-10"footing General Information Code Ref:1997 UBC section 2907g2,2003 IBC 1805.7.2,2003 NFPA 5000 36.4.3 f +:-:: . .use:..;• _.. •ym, .... � a.. . ....,z .,._ ..., ...... ;� Allow Passive 200.00 pcf Applied Loads... Max Passive 1,500.00 psf Point Load 400.00 lbs Load duration factor I.333 distance from base 10.000 ft Pole is Rectangular Width 82.000 in Distributed Load 6.00#/ft No Surface Restraint distance to top 7.000 ft distance to bottom 0.000 ft Summary ..{ Moments @ Surface... Point load 4,000.00 ft-# Total Moment 4,147.00 ft-# Distributed load 147.00 Total Lateral 442.00 lbs Without Surface Restraint... Required Depth 2.500 ft Press @ 1/3 Embed... Actual 220.56 psf Allowable 221.06 psf G - 0 IV OO i4 V i%` ri t r. WO ai X 2,11(a t—St 24}v 3 3y AtP--o3 r , — � Illuminated Double Face Pole Display Salem Sign Co.,Ir,c ;325 FRONT ST.N.E. SALEM OR 97301 , 11 503.371.6362 co r 65297 -0 „ C. ,.,, 1Ficanor: u►BINEr. , STANDARD DOUBLE FACED BO ItiGiER Custom fabricated4f a .• .� ` MAIN I.D.CABINET 4 r aluminum; A painted met.silver g e . -COLUMN SIDE PLATE .fir fi , ('� FACES: � NOTE TO PAINT PLATES I ^< t. ,,,i,„ 3/16"Formed • # GER ` T t - g. Acrylic el. s; &STUB OUT PROM CABINET ( z �. Co IN THE FIELD.SATIN BALCK ; ., F .7 s 1 ,, POLE: j, 6"Round; 1 painted Satin Black �r s; � y: ILLUMINATION: , s„ �UlI . _�.,y t z.',r' ILLUMINATION: Whit LED l4 „1 °' ` ' . - -SUPPORT COLUMN: tfr 6"SCH 40 STEEL SUPPORT POST. � .;f PRIME AND PAINT B.K.SATIN BLACK . f 6 21 zs lr, #± s -tE-g 4u. ' kt�� , C1Z,ttoD\ 3"± _ k . . tZutR� k = ' i, SCALE:( "a 1`-o r i 500.6) r(.../ _!_'�'LOa ( ., : �,+r t n � I n/Y�n / 3" .. o rig__' x y` aurnarnsr TNIS DRAWINGS DIEPROPERTV OFSALEMSIGMCO..OR:. f,c.. Sign shown at approximate size/scale/placement. SK# 309[+(+ 24 Burger King 1=111T arc'. ®3/18/24 M.B.III'CoreySpady �` (� �>= WO tL ` tN n A) 9 I GooL X L.1-bu�ur-wtoa .0 3=J���6n 7C W � IA fife' gins: �) `j3N uot4 X �4:' Afiix) wfbtr io 2-I 1.41 4 �,�, CUNR. ,N Falt.tn) l k t,rtsr 2 r a Sb DECP — .� �. b 4D (,oft, �61' rtr� Illuminated Double Face Pole Display 7 Salem Sign Co.,Inc. 1825 FRONT ST.N.E. SALEM,OR 97301 503.371.6362 CCB#65297 5'-5 3/8" 11-III EsuRGER SPECIFICATIONS STANDARD DOUBLE FACED CABINET: MAIN I.D. CABINET Custom fabricated —i---Ipri..°-------- / KING aluminum; painted met.silver COLUMN SIDE PLATE 1111111111111111. FACES: P ' O P ED 3/16"Formed BURGER NOTE:TO PAINT PLATES &STUB OUT FROM CABINET ;, Acrylic c IN THE FIELD.SATIN BALCK _ wi kf Fro ,.; POLE: IKING 6"Round; I painted Satin Black I ILLUMINATION: . a ,> . t White LED } � ".,. SUPPORT COLUMN: '-- -t : ,. 6" SCH 40 STEEL SUPPORT POST. ck PRIME AND PAINT B.K. SATIN BLACK y r. Ilsi ELECTRIC �`' �' SCALE:3/8"=1'-0" 1- (AS PER N.E.C.600-6) '' '� n. ` r� T ^M 3 ,1 ,-/ \`(N 0 ., V0 NORTHWEST as5S:M SIGN COUNCIL LISTED THIS DRAWING SIGS N E CO.,INC g approximatesize/scale/placement. 1 OF SALEM SIGN C Sign shown at size/scale/ lacement. . S K# 0• -2 JOB TITLE: Burger King LOCATION: Tigard,OR DATE: 3/18/24 DRAWN BY: M.B. SALES: Corey Spady APPROVED BY: