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Plans it OFFICE COPY Art RECEIVED 1111 AUG 2 5 2021 MILLER CITY OF TIGARD CONSULTING BUILDING DIVISION ENGINEERS STRUCTURAL CALCULATIONS Overland Signage 11930 SW 72nd Avenue, Tigard, OR Security Signs _..__ June 1 2 „1 CITY OF TIGARD Project No.o. 210782 3 pages FOR CODE COMPLIANCE •Approved: ) . OTC: ) 1 Permit*s C . • O O Suite* P . Brt--}1—�' Data jo-c •�� ROF ` QED G NF� /0 ,� • 725 5PE ON VALIDITY OF PERMIT y ti c0 9l, Ry o e • 7HE�Q BASED ON CONSTRUCTION ✓OSEPH ' ' DOCUMENTS AND OTHER DATA SHALL NOT PREVENT EXPIRES: 12-31-2022 THE CODE OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS.OSSC 105.4 *** LIMITATIONS *** Miller Consulting Engineers, Inc.was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. 9600 SW Oak Street,Suite 4001 Portland,Oregon 97223 1 503.246.1250 I www.miller-se.com 1----1 Scope of work is for the design of the sign support arms and their attachment to the existing structure. A Input Data:ASCE 7-16 v 1'-6" 2'-7" - Maximum Sign Height(h)= 30.00 ft MAX +/- Wind Speed,V= 98 ,mph VERIFY Exposure Category= B Topo.Factor,Kzt= 1.00 - Direct.Factor,Kd= 0.85 Effective Area,Ae= 30.14 ft2 (Area Tributary to C&C) Wall External Pressure Coefficients,GCp: Corner Zone= Yes 4x 4x 3/16, GCp Zone 4 Neg.= -0.91 Fig.30.4-1 TYP. GCp Zone 5 Neg.= -1.11 Fig.30.4-1 qz=0.00256*Kz*Kzt*Kd*V^2*0.6(allowable) 4" Wall Pressures for Design Kz qz GCp F(psf) h , ° 0.7 8.78 -1.11 = 9.7 0-15 ft 0.7 8.78 -1.11 = 9.7 15-20 ft 3 1/2x 3 1/2x 0.7 8.78 -1.11 = 9.7 20-25 ft 3/16,TYP. 0.7 8.78 -1.11 = 9.7 25-30 ft 6"MIN 1.- - ,p ro SIGN GEOMETRY ANOFORCES?� P y' '4 LAP aS•DT A . 'hilt.`Width= 1T.6rt'fi2.58 ft 1 11.'f X s1 .d� + co ieight=" .. o ;- + %solid= 100% «a 'S1'*y in (E)CLADDING PANEL Area= 30.14 ft2 2.48; 11 7'*100% f OVER WOOD FRAMING Wind Load= 9.7 psf Ai Force,Vx= 292 lb 3�1.14 ft^ *9.7psf 2 Sign offset from support face= 1.50 ft max It"i+!"D S1 1/2"DIA.HDG Moment Arm to support face= 2.79 ft Lhorri ptal)" 'y` *'{& r^-+:, BOLT,TYP. Moment,Mz= 815 ft-lb - 9 2�79' VERTICAL LOADS: ° �yg Sign ht Vz= 301 lb(estimated at lOpst) :"S .8� . i„,,iy , .,.... ..Dis wkout to centroids >-,2 79/-=�:fb m.:s.. xix+ a Moment,Mx= 840 ft-lb 301*2.79' MOUNT ARM(s): Number of Arms= 2 6X12 BLOCKING WITH • Arm(s)act individually SIMPSON A35 AT TOP Arms are Fixed at building for vertical loads AND BOTTOM OF EACH END,TYP. %trib.to single arm= 50% r n , Moment,Mz= 408 ft-lb per arm =815ft-Ib*0.5 Moment,Mx= 420 ft-lb per arm =840/(2 arms) Tension/Compression= N/A Torsion,My= 0 ft-lb I Vz Shear,Vx= 146 lb per arm =292 lb*0.5 1 Shear,Vz= 151 lb per arm =301 lb/(2 arms) «T f C •t Use 6061-T6 3x3x0.1875 aluminum tube Vx See page after next for calculation. M z BASE WELD CHECK: Arm Shape: rectangular Weld size(w)= 1/4 in Width of arm,b1= 3 in Depth of arm,d1 = 3 in b= 3.35 in =3+(2*0.707*0.25) d= 3.35 in =3+(2*0.707*0.25) A= 2.22 in2 =3.35*3.35-3*3 I= 3.75 in4 =(3.35*3.35^3-3*3^3)/12 S= 2.24 in3 =3.75/(3.35/2) fb= 4436 psi =(408+420)*12/(2.24) fv= 95 psi =(SQRT(146^2+151^2)/4)/2.22 fw= 4530 psi Fw= 5897 psi Allowable weld stress 4530<5897 OK Use 0.25"fillet weld all around from arm to base plate Project Name Overland Signage Project# 210782 04 MILLER 111111 CONSULTING Location 11930 SW 72nd Avenue, Tigard, OR ENGINEERS Client Security Signs 9600 SW Oak St#400 1 503.246.1250 CJM 6 16/2021 1 of 3 Portland,OR 97223 miller-se.com By Ck'd Date Page o FASTENER CONNECTION: Single plate with mult.arms?no Forces at base plate(s): Moment,Mz= 408 ft-lb per plate =815*0.5 Moment,Mx= 420 ft-lb per plate =840/(2 arms) Tension/Compression= N/A Torsion,My= 0 ft-lb per plate Shear,Vx= 146 lb per plate =292*0.5 Shear,Vz= 151 lb per plate =301/2 Number of fasteners: #of rows= 2 #of columns= 2 Total number of fasteners= 4 'per plate Forces on anchorage: Horizontal spacing= 6 in,between fasteners Vertical spacing= 6 in,between fasteners Tension,T= 828 lb per fastener =408*12/6"/(2)+420*12/6"/(2) Shear,(due to torsion)= 0 lb per fastener Shear,Vx= 37 lb per fastener =146/(4) Shear,Vz= 38 lb per fastener =151/(4) Comb.Shear= 53 lb per fastener =SQRT(37^2+38^2) Try 3/8"Lag Tact= 828 lb Vact= 53 lb a= 86.3 ° Fact= 829.7 lb =SQRT(828^2+53^2) W= 305 lb/in p= 2.50 in Z= 218 lb Cd= 1.6 W'= 488 lb/in =305*1.6 Z'= 349 lb =218*1.6 Z'a= 1207.5 lb=488*2.5*349/((488*2.5)*(COS(RADIANS(86.3)))^2+349*(SIN(RADIANS(86.3)))^2) 829.7<1207.5 0.69 <1.0 0K Use 3/8"Lag Screw MOUNT PLATE(S): Material:Aluminum Horizontal spacing= 6 in,between fasteners • Vertical spacing= 6 in,between fasteners Fastener Tension= 828 lb per fastener =408*12/6"/(2)+420*12/6"/(2) Moment arm= 2.12 in Moment,M= 1756 in-lb =2.12'828 Plate thickness= 1/2 in effective width,b= 6.00 in o 0 S= 0.250 in3 =6*(0.5)^2/6 Mc= 3000 in-lb =12000*0.25 1756 <3000 OK Use 0.5"thick plate 0 0 Project Name Overland Signage Project# 210782 as MILLER MISCONSULTING Location 11930 SW 72nd Avenue, Tigard, OR ENGINEERS Client Security Signs 9600 SW Oak St#400 jj 503.246.1250 6/16/2021 2 of 3 Portland,OR 97223 miller-se.com By CJM Ck'd Date Page • ,MOUNT ARM Aluminum Tube Design: Section Properties: b= 3 in d= 3 in t= 0.1875 in Scx= 1.862 in' Scy= 1.862 in' A= 2.11 in' aer= 1.13 in =3'0.1875'2 ae,= 1.13 in =3'0.1875'2 rx= 1.151 in' =SORT(2.793/2.11) Ty= 1.151 in' =SQRT(2.793/2.11) Iz= 2.793 in" ly= 2.793 in' J= 5.586 in' Material Properties: Aluminum Grade: 6061-T6 Weld Filler Alloy: 4043 reaction does occur within 1"from welded area E= 10100. ksi Bs= 10.57 ksi Fcy= 15 ksi Ds= 0.03 Fly= 15 ksi Cs= 126.72 Weld shear cap.= 5897 psi(based on weld alloy strength) Bc= 16.22 ,ksi Dc= 0.07 ny= 1.65 Cc= 102.30 nu= 1.95 Bp= 18.25 ksi Cb= 1 Dp= 0.08 k1= 0.35 k2= 2.27 Bending: M,=' 429 >' ft-lb Compression in Beams,extreme fiber(3.4.14) Lb,= 49.00 in Slenderness Limitations: Slenderness,S= 46 =(49*1.862)/(0.5'SQRT(2.793'5.586)) S1 S2 Fb,= 9091 psi 139 4088 fb,= 2707 psi=420'12/1.862 Lb limit,(in)= 147 4336 29.78% Strong Axis: M,= 408 ft-lb Stresses,psi: Lb�= 49.00 in S<S1 S1<S<S2 S2<S Slenderness,S= 46 =(49'1.862)/(0.5'SQRT(2.793'5.586)) 9091 N/A N/A Fb,= 9091 psi Weak Axis: fb,= 2629 psi=408'12/1.862 Stresses,psi: 28.92% S<S1 S1<S<S2 S2<S 9091 N/A N/A Compression: P= 0 lb Compression in Columns:(3.4.7) Lb= 49.00 in Slenderness Limitations:(kUr) k= 2 S1 S2 Slenderness,kUr= 85.1 0 102 Fc= 5481 psi,from 3.4.7 Stresses,psi: kUr<S1 S1<kUr<S2 S2<kUr b= 2.63 in N/A I 5481 NIA Slenderness,b/t= 14 Compression in Column Elements:(3.4.9) Fc= 8466 psi,from 3.4.9 Slenderness Limitations:(b/t) S1 S2 4.7.4,effect of local buckling on column strength: 4.2 51.5 Fcr= 198667 psi =3.14^2'10100/(1.6'14)^2'1000 Stresses,psi: Fcr/nu= 101880 psi>8466,does not control b/t<S1 I S1<b/t<S2 S2<b/t Frc= 41844 psi N/A I 8466 N/A Fc= 5481 psi,controlling capacity fc= 0 psi=0/2.11 0.00% Shear: V,_ 151 lb Shear in Elements:(3.4.20) h= 2.63 '.in=3-2'0.1875 Slenderness Limitations:(h/t) Slenderness,h/t= 14 S1 52 Fv,= 10400 psi 45 101 fv,= 134 psi=151/1.13 Strong Axis: 1.29% Stresses,[psi: V,= 148 lb h/t<S1 S1<h/t<S2 S2<h/l h= 2.63%r in=3-2'0.1875 10400 N/A WA Slenderness,h/t= 14 Weak Axis: Fv,= 10400 psi Stresses,psi: fv,= 129 psi=146/1.13 h/t<S1 S1<h/t<S2 S2<h/t 1.24% 10400 N/A N/A Torsion= 0 ft-lb Am= 8 in' =(3-0.1875)'(3-0.1875) fv,= 0 psi=0'12/(2'0.1875'(3-0.1875)'(3-0.1875)) Fv= 10400 psi 0.00% Combined Forces: 0.59 <1.00 OK 'Use 6061-T6 3x3x0.1875 aluminum tube Project Name Overland Signage Project# 210782 Et MILLER NISCONSULTING Location 11930 SW 72nd Avenue, Tigard, OR ENGINEERS Client Security Signs 9600 SW Oak St#400;' 503.246.1250 G M 6/16/2021 3 of 3 Portland,OR 97223 !i 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 �/ 1'-6" 2'-7" NOTES: SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE MAX +/- 1. SCOPE OF WORK IS FOR THE DESIGN PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND VERIFY / OF TUBE SUPPORTING THE SIGN COPYRIGHT2011 FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION CABINET AND THE CONNECTION OF Mitler Consulting Engineers,Inc. II I THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS THE SIGN TO THE EXISTING DURING CONSTRUCTION. illIl STRUCTURE. Art 2. VERIFY ALL CONDITIONS PRIOR TO la CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS 4x 4x 3/16, INSTALLATION. OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR TYP. 3. PROVIDE PILOT HOLES FOR THE LAG MILLER CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED SCREWS AS REQUIRED TO AVOID EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY 4" SPLITTING THE WOOD. CONSULTING DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED `-l : /1 ENGINEERS PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED _ _ o 9570 SW Barbur Blvd AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL RECEIVEDSuite One Hundred 3 1/2x 3 1/2x AUG2��i Portland,OR 97219 I INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A Phone 503.246.1250 WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. 3/16, TYP. Fax 503.246.1395 www.miller-se.com 6" MIN CITY OF TIGARD THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE I ' LAP BUILDING DIVISION 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 -4- - ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. o + `��d FR�FFsso OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL io (E)CLADDING PANEL fir, 1 N / W ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. �. 0 OVER WOOD FRAMING 725 5PE Q NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE PROTECTION, Q , Z LAND USE, SITE PLANNING, EROSION CONTROL, ELECTRICAL, MECHANICAL, FLASHING AND I' '' " ••• ON o ti 0 1/2" DIA. HDG y WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. 4fir BOLT, TYP. 9�1, i RY oB , rt.EXISTING STRUCTURAL ELEMENTS ARE DESIGNED BY OTHERS. 1_ _I / ✓OSEPN �P�Q� IICg1 1 0 IN ACCORDANCE WITH SECTION 1704.2 EXCEPTION 1, NO SPECIAL INSPECTIONS ARE REQUIRED FOR # EXPIRES: 12 31 2022 Z WELDS AS THE LOADING IS A MINOR FRACTION OF THE CAPACITY OF THESE ELEMENTS. !IJ J I II BUILDING CODE Q W z I ALL PHASES OF THE WORK SHALL CONFORM TO THE 2019 OSSC, INCLUDING ALL REFERENCE STANDARDS, W UNLESS NOTED OTHERWISE. I 6X12 BLOCKING WITH 'a SIMPSON A35 AT TOP O DESIGN LOADS Ii AND BOTTOM OF EACH >o STRUCTURAL DESIGN CRITERIA: RISK CATEGORY II Ili END, TYP. 1 0 m� WIND DESIGN DATA: BASIC WIND SPEED (3 SEC GUST) = 98 MPH I ;17 EXPOSURE: B SNOW LOAD: N/A DRAWN BY CJM CHECKEDALUMINUM 1 SIGN ELEV. PROJECT NO 210782 SS EDA DBATE 06-16-21 ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE 4043 ALUMINUM ( S1j1/2 =1 0" 9" 3/8" DIA. HDG LAG BOLTFILLER ALLOY. A PROTECTIVE BARRIER SHALL BE PROVIDED BETWEEN ALL STEEL AND ALUMINUM TOf WITH 3 1/2" MIN EMBED o PREVENT CORROSION. ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.2. WELD 6 INTO BLOCKING, TYP. LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE ALUMINUM DESIGN MANUAL. WELDING SHALL BE N BY AWS CERTIFIED WELDERS FOR WELD TYPES SPECIFIED. WHERE WELD LENGTHS ARE NOT SHOWN, THE o WELD SHALL BE FULL LENGTH OF MEMBERS BEING JOINED. ALL BUTT WELDS SHALL BE FULL PENETRATION 0 • WELDS UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS. ALL WELDS TO RECEIVE THE SAME • 1/4/FINISH COAT AS THE MEMBER BEING WELDED. ALL FASTENERS IN CONTACT WITH ALUMNIUM TO BE HOT . ifl ■ w o DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. 1/2"THICK ALUM. PLATE NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. 0 0 TO BE PLACED AGAINST �l € PLYWOOD SHEATHING SHEET CONTENT 2 MOUNT PLATE 1 1/2"=1'-0" SHEET /// S 1 of 1 E = gPt' N O to Qt U V. w S m _T O Q 4) G i V d V N y 1 II 1611 I , -f fltrilitf§iiiiiii.p '. j: ,. . fit fir a� t IH ,� rl` (--k.-t-.,i.-Ii"i<:.6 1.'11,.-','''.-;,,.I1,,'I„--',„'''.'..._'f:qi.."4:.„'I',,„'1',.1.1.;....1,. ' -- i'`Nl ki f1 .,,'. / v.,..f.-..:ig..:.",ri.;:,j'eI i,r'i.k i.,.,,,.„.'p0,f,,,t".'.i,:s,.*(_jmo''.i11,,1LLf,-:4-1 i,f',A11.,.;.#.A 1,+.,-„,',!-;.-,i - i \J//J II[ """R H +#[+MNikt teat .t�. I �v},rs t nsee�� J a.M lr a?r, e O ,N i / I � .. :.n i 1'1...,,.f„, . �^—^- . ash,3 , r f 6 I r ..i x,. ._P II,ire ...........1...;:;; 1 1� I ?1 a at ft �_— a P. 4 R 5 7 S wawa t \,..�r.= , 1-� o. of \2t1 ._ 1 _ NI 1 } Ai ryt MY t, 4 -er-�1 ]'` r r } '1 7�II� h s.j ! 24[ , gam 11001111MS If , ♦`fit __. Via" _ . . Ili . ill ... k, .....,44).ti—ii...,mt\, '- , *:,,::: f.4_1 ..... .... '' m ip ,,.41111110. 1 'iii mze,�.siwe:r J. 1 qti It k,3a .s"t pia } ,&r .', , a2$.¢,3t?' 5 , ,f°,,,, '1 ,.ti.,,e7.,s3 3i ,, ,MF7 TENANT IDENTIFICATION SIUTH ULDU\ G / WEST ELEVATIL1\ • CITY CODE ALLOWANCE SIGN DISCRIPTION 15% OF BUILDING WALL= MAX SQUARE FOOTAGE SIGN A: ILLUMINATED PROJECTING DISPLAY 241'X 81' = 19,521 X 15% = 2,928 S.F. MAX 2,928 S.F. SIGN C1: NON-ILLUMINATED WALL ECU DISPLAY SIGN LIST SIGN A: 30.14=72 S.F. SIGN C1: 11.69 S.F. PROPOSED:83.69 S.F. 241'-0" • I 1 g, / r. I / /t-‘, _ - v.:- O PE TSO H ~ ,28,0 SSSOUTH TrIllielmommtmom � gy : RJ , —I— I b 11_ . , J g —- - ` - -—- - -—-—-—-—� LSSOUTH__-- 1 ! ! 213% r r I:lb_ I L-� I� !1 11 I11 IY ii _ J111 -, -'- to SOUTH 183% /1_2—, 1 4... ....r)I = 7 r, 1 r r r_ -♦ r :lc 1mi ill • 255% 1 11 /&A \it--Fs. 7 I § -1, . :,,, h - - - -1 A , z , 1 I d _ L_ ��, , 7 '''., LI 7 L -1 �s :o Li i i L �'L J iiimul ` _ _-� -- --- -_�- -_-_- - --- ---fib---- I 7 - - -_'._- _-_ - _-- -- t = = II` liii _ _ = 1 a s t r r�r L ____ ------'1 , •minmerk-,--,-,-7 ,-2-4K-eif-g-g.=- ` ),•."-E.,-!.-7±-_-::-.1....fwAsam---....-.-....----j .,., _ Eszff. F' - 1 ._-', � ----- - - ---- - ICI"- -j - I , - s-- 9zzocor" I. P 11 49 S.F. A 30.14 S.F. ISOUTH BUILDING/WEST ELEVATION Scale:1"=20'-0" © SECURITY ©Copyright 2020 Security Signs,lnc. AltRights Reserved Unauthorized use,reproduction and/ordisplay shoUrender OVERLAND / TIGARD, OR SIGNS the Infringer liahlefor up to$150,000 Statutory Damages, plus attorneysfees and cests,for s,far each infringement.under theU.S.Copyright Act I12 U.S.C.412&5061 EXTERIOR I PROJECTING DISPLAY 2424SEHolgateBoulevard Portland,Oregon 97202 503-232-4172 3'-10" SECURITY securitysigns.com SIGNS OR CCB#122809 Ives WA SECURS1020CF 1011 IT NORT TSIGN COUNCIL 3' 10" Account Manager:Melissa Hayden PLAN VIEW .VERIFYi, 15„ 2 7„ Project Name 10" � 13114" � OVERLAND f 11930SW72ndAve•Tigard,OR 97223 0Sign Type A 0Illuminated. EXTERIOR WALL Manufacture and install one(11 D/F projecting display. 0 ii CABINET Construction:Fabricated aluminum,10"deep, painted to match PMS 7540C+PMS 2163C,satin T finish. 9" 4" C Blind Retainer:2" 1 - III .I1 I llumination:White LEDs. r 'i Face:.090"routed aluminum painted PMS - 7540C,satin finish. Graphics:Push-thru 3/4"clear acrylic with 3M --- 2-718" 230-20 White applied 1st surface and white —173 --I ;CI diffuser 2nd surface 07:35' 0" 2 10' 10" 11' 8" I Z ® MOUNTING T. ' Construction:4"x 4"x 3/16"aluminum square tube m I I m welded to 9"x 9"x 3/8"aluminum plate,sleeved onto 3'/2"x 3'/2"x 3/16"sq.tube painted to match t > . 1 > > e PMS 7540C,satin finish. INSTALLATION Wall Type:Verify 9" 4"j r 1 2 2 Mounting:Mount to corner of building with 3/8"dia. 1 HILTI KBTZ w/2 3/4"min.embed,per engineering Power Supplies:Internally mounted INCOMING POWER-►I2 . Primary:One dedicated 120v120amp circuit for sign(s)that supplies no other loads , 0 , 1 a Clill 1_ f` SIDE ONE END VIEW SIDE TWO SIMULATED NIGHT VIEW Client Approval: AlPROJECTING DISPLAY DETAILS-30.14 S.F. scate:1/T'=1 0" Landlord Approval: ©Copyright 2021 SecuritySigns,Inc. This sign is intended to be installed in COLORS+ III PAINTED TO MATCH PAINTED TO MATCH CITY CODE Alt RightsResenoed accordance with the requirements of Article Date: Drawing: Sheet: PMS 7540 C PMS 2163 C 3M 230-20 Unauthorizeduse.reproduction.antllordisplay shall render V� 600 of the National Electrical Code andler MATERIALS WHITE the Infringer tiableforup to$150,000 ie.Statutory Damages, O other applicable local codes.this includes SATIN FINISH SATIN FINISH ALLOWANCE plusattarneysfeesandcosts.foreachinfringement,under 07.01.2021 21-jw168r3P 3 of 5 the U.S.Copyrighl Act 117 U.S.C.4123,5041 proper grounding and bonding of the sign. EXTERIOR I PROJECTING DISPLAY / ENGINEERING 2424SEHolgateBoulevard (2) Portland,Oregon a 2329419• O 2 SECURITY securitysigns.com SIGNS OR CCB#122809 uualitySince 1975 WA SEC URS1020CF I9, ;� . ."< ., NORTHWESTSiGN COUNCIL Account Manager:Melissa Hayden A V1-6" 2'-err MAX —I +/_ Project Name VERIFY 1 OVERLAND 11930 SW 72nd Ave•Tigard,0R97223 4x 4x 3/16, 1. TYP. 4" 1 \---7._ IEar 1 3 1/2x 3 1/2x 9" 3/8" DIA. HDG LAG BOLT 3/16, TYP. r 6„ / WITH 3 1/2" MIN EMBED 6" MIN INTO BLOCKING, TYP. LAP • 0 • + 1/4 o + - - `n1. (E)CLADDING PANEL 1/2"THICK ALUM. PLATE OVER STEEL FRAMING O TO BE PLACED AGAINST PLYWOOD SHEATHING 2 S1 — 1/2" DIA. HDG \.....,,,_ BOLT, TYP. z MOUNT PLATE ' - 1 1/2"=1'-0" -Ay6X12 BLOCKING WITH SIMPSON A35 AT TOP AND BOTTOM OF EACH END WITH #9 SELF TAPPING SCREWS, TYP. A �i SIGN ELEV. Client Approval: Landlord Approval: ©Copyright 20215ecuritySigns,Inc. This sign is intended to be installed in All Rights Reserved accordance with the requirements of Article Date: Drawing: Sheet: COLORS+ CITY CODE MATERIALS Unauthoriaeduse,reproduction,andlor display shaltrender U� 600 of the National Electrical Code and/or ALLOWANCE the Infringer liable for unto$150,000 in Statutory Damages, plus attorneys ar eachinfringement,under other applicable focal codes.This includes 07.01.2021 21 jw168r3P of 5 proper grounding andhondingof the sign. the U.S.Copyright Act lt7 17 d.S.U.S.C.412&5041 -. -�----��--,-emu_... --,..=s•.,.�......� _ _ ,' 2424 SE Holgate Boulevard EXTERIOR SITE PLAN — LEVEL 1 Poltland,Oregon 97202 �. ,« 503-232-4172 securitysigns.com e 0 .. 0 O W _ Ci) EP ;) T O O ® �, IT° SECURITY SIGNS OR CUBS 122aov _.y _ Oualitysince1925 WASECURS1020CF I i 1 I I — I I I III _ - - _ 3NIl 213d021d _ _ �. �. �. �. �. �. �. �.��. �: �. �. �. \ . \. \71 _ \ \_ \. � NORT/Y H E TSIGN COUNCIL / / / /�ij /�/ /�//�ij /� / \ z. 1 r F / //�j // // //\i�j / / � / /'" // /,/// Account Manager:Melissa Hayden //�/ /<//\///\// /\//�� //\�/\/ '/ /i // // t \/\y\//��/��`//� Project Name I \/\/\/\/\/\/\/\/\/\/\/ \/\/\/\/\/\/\/\/;/\//\//\//\^ \//\//\//\//\/\/\I T H E d C: • I \\ \\/\\/\\/\\/\\ \\/\\/\\/\/\ \\/\\/\\/\\ \�\\/\\/\\ \�\/\/\a \ \\\� i i i i i i i i i i i i i i i 'i 'i 'i / i i / �rrsl�n .. /\/\/\/\/`/\/\/\-/ \ \/\/\/ \/\/\/ r \/\<\ \/\/\A\/ �. 11932 SW 72nd Ave•Tigard,OR 97223 1 �/ \ \%\///\/ /\,\/ y�, xV> \/�/\�\\,, /\/'�,\�\,\/\ /\\/\\/\\/\\ \\ \\ \\�\\/\\/\�/ \\/\\ i o SIGN A 0 I 1��/�, �4; �\\�� jay/���\/A y/ w I� > PROJECTING 1 ! i / / / / / / / / / / / / /`''" ,:—:: t--o ,e Al,. 1.--- » -1. —,0- w e se sa se o w —w--.m-11—.-s e61 f I]I — WEST ELEVATION II ✓�r\/,\}\/,\/,\/,\�\ r,\/,\/,\/,\/, //\// I I8 'I —I I \/\\ \\ \/ \ ✓/`/i`/i\/i\`i/`/i\ii N I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\\ \\ 8 /g !I 1 111 %\%\y✓ \ \j\\j s so smor w 1 re a w a. .. es .. » 1 es srt. 1 asw 1 0 \ \/,\/,\,\,\,\/\,\,\,\,\/\,\,\/47/)/\/ 8 / / / / / / / / / / / / / aw w `' / /1 / / / / / / / / / / / / / / / i \ \// / //\//\ \//\//\/ \//\//\//\/ // s 1 "w IA \/\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\\/ '0 I 01 ^ \ / / / //\/ / / //\//\/ / / / / a CC S I — 0 w. — I / /` /� / / \/�\ \ \/�/ / /\/ `` —f: — I ` w 6l w w p N Cx w li N J - — —I A w w A 1, R —_a — Z II I /,\)jj /\ / III f / \ },\/, /, /, ///, /, t .o-s '.o-g'� .o-s '. 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L m a W W SITE PLAN LEVEL 1 > �Z `1":„ rn W ED t .3 ` o z ¢5o �a o o ¢ o 0 m,. m F _g w Client Approval: 0 8-0' 16'-0" 32'-0" Landlord Approval: ©Copyright 2021SecuritySigns,tnc. this sign is intended to be installed in All Rights0esernd acoordancewilh therequirementsafArtide no Drawing: Sheet: COLORS+ CITY CODE Unauthorizeduse,reproduction,andlordisplayshallrender UL 600 of the National Electrical Code and/or 5 { the Intringer liable for up44150,810in Statutory Damages, O other applicable local codes.this includes 07.01.2021 21-jw168r3P of MATERIALS ALLOWANCE plus attorneysfeesand costs.for each infringement,under other grounding and bonding codes.ofthenign. the U.S.Copyright Act(17 U.S.C.4178504)