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SGN2016-00027 CITY OF TIGARD SIGN PERMIT 4 Permit#: SGN2016-00027 COMMUNITY DEVELOPMENT Date Issued: 03/17/2016 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2421 Parcel: 1S136CC00100 Jurisdiction: Tigard Name of Business: Westside Christian High School Business Address: 8200 SW PFAFFLE ST Applicant/Agent: Kracke, Cyndi Work Description: New 142.5 sq. ft. internally-illuminated wall sign on southeast face of building. Permanent: Freestanding: No Freeway: No Temporary: Wall: Yes Electronic: No Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 6'x 23'9" Total Sign Area: 142.5 Wall Area: 4660 Wall Face(Direction): Southeast Sign Height: 18 ft. Projection From Wall: 5 in. Illumination: Internal Materials: aluminum, acrylic Electrical Permit Required: Yes Building Permit Required: Yes Total Permit Fee: $197.00 Conditions: This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. A permanent sign must be placed within 90 days from approval date or sign permit shall expire. A temporary sign shall expire 30 days from validity date. A balloon sign shall expire 10 days from validity date. Approved By: /( � (/11/C12/ Permittee Signature: City of Tigard RECEIVED ■ .1 COMMUNITY DEVELOPMENT DEPARTMENT MAR 17 2016 Sign Permit Application CITY OF TIGARD TIGARD PLANNING/ENGINEERING SIGN LOC C-17R7— LOCATION 1 PC Address: 'g�? 5G) e,e to#: NIc/- REQUIRED SUBMITTAL ELEMENTS City/state: �s tfr/UD OP, Zip: 97223t " ❑ 2 copies of elevations on 8/z x 11" Tenant or business: 11) 7-67064V-677/9-1V {f S . or 11"x 17"pages(Wall sign elevations must include dimensions S�Q- dill? /7L of sign and wall face and show the Property owner name: ( T �7 ( `� location of sign on the wall. Address: 1g,/]Sl' , IJ75 /J (i7)�f/�711 .0A Freestanding sign elevations must id -KC KC E4C) Of& Zip: q -76, s- be drawn to scale.) Phone: Email: ❑ 2 copies of site/plot plan,drawn to scale,on8Yz"x11"or 11"x17" Sign s6-&Jae IrY s/G,Al S pvG pages(not required for wall signs) contractor: ❑ List or of all existing sign Address: 2 HOLrE 0L- dimensions and square footage City/state: /O/Q.1'ND, eK Zip: 972x2.. __ [] Application Fee Phone: 5707fO2,mail: "Wini is 4:f S�'U-1 51tS . Con" CCB License #: 122809 Expirationdate: '3/3o//() NOTES: Contact person: eVNOI KRA'egG • Freestanding signs over 6 ft.in height and walls signs of which any element weighs 20 lbs.or more require a building permit for construction. SIGN DATA (Complete all items in this section) If any element of a wall sign weighs 70 lbs.or more,plans must be prepared TYPE (Check all that apply) by a structural engineer. New sign ❑ Freestanding IUV 1ectrical • Buildi:pg permits require 2 sets of ❑ Alteration to ❑ Freeway Wall construction drawings and,if sign is KtOMpAi IL freestanding,2 copies of site/plot plan existing sign II Roof LiYOther6 and 2 sets of engineering must be Sign#: submitted with building permit application. X2. 5. 54 � Sign ne cions: (h) x 71g(w) _ q.ft. sign area New s/i q.ft. + Exi�sttiingg sign area set.ft. -2 Total FOR STAFF USE ONLY Total sign a ea sq.ft./L// (,ClSuilding face sq.ft._ I %of bldg face Case No.:SG q 20 i _003217 Height to top of sign: 111 ft. Projection from wall: '. in. Related CaseNo(s)):a \12(:)1 6'00O2b Materials: PLilMlNt//71, �%Y6>�/ , Q Fee: 4 lq-f, OV App a accepted: Is the sign under 20 lbs.? D Yes No (Building Permit required if over 20 lbs) )iy: Date: J�11 It Appli determined complete: Direction wall faces (circle one): N S E W NE NW SE SW / By: / Date: 3 Il111%4 Will the sign have illumination? l:I2'/Yes El No If yes,what type: Ll' Internal ❑ External I:\CURPLN\Masters\Land Use Applications Rev.03/03/2015 City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 1 of 2 APPLICANTS NOTE: Person specified as"Applicant"shall be designated"Permittee"and shall provide financial assurance for work. *When the owner and the applicant are different people,the applicant must be the purchaser of record or a lessee in possession with written authorization from the owner or an agent of the owner. The owner(s)must sign this application in the space provided on the back of this form or submit a written authorization with this application. THE APPLICANT(S) SHALL CERTIFY THAT: • If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. • All of the above statements and the statements in the plot plan,attachments,and exhibits transmitted herewith,are true;and the applicants so acknowledge that any permit issued,based on this application,may be revoked if it is found that any such statements are false. • The applicant has read the entire contents of the application,including the policies and criteria,and understands the requirements for approving or denying the application. I hereby acknowledge that I have read this application,that the information given is correct,that I am the owner or authorized agent of the owner,and that plans submitted are in compliance with the City of Tigard. SIGNATURES of each owner of the subject property required. ' G' 9N1H E 03715 /i Apcant's signature Print name Date o /1611(., Owner's signature Print name Date Owner's signature Print name Date SIGN PERMIT APPLICATION City of Tigard • 13125 SW flail Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 2 SECURITY SIGNS PtTYOWZ 2424 SE Holgate Blvd., Portland,Oregon 97202-4747 fie.ov11'L Phone:503.232.4172/Fax:503.230.1861/Web:securityslgns.com 03/04/2016 Sit Conrroctor it OR 122809, I WA SECURISI 020(1 SID#:15103412-Rev 7 Prepared By:Kevin Hailwyler Phone:503-546-7107 Email:khallwyler@securitysigns.com Design#:15-jw912r2 Customer: Westside Christian High School lob Name: Westside Christian High School-Wall Sign Address: 8200 SW Pfaffle St. Jobsite Address: 8200 SW Pfaffle St. Tigard,OR 97223 Tigard,OR 97223 Contact: Sheila Michaelson Phone: 503-697-4711 Email: michaelson@wchsonline.org :: SCOPE OF WORK ID QTY DESCRIPTION PRICE A 1 ' Manufacture and install(1)set of LED internally-illuminated channel letters with remote power supplies. B 1 Engineering for Electronic Message Center. C 1 I Permit Costs: Building Permit:$921.00 Sign Permits:$394.00 Electrical Permits:$228.00 TOTAL: :: ESTIMATED LEAD TIME :: NOTES Electrician to provide(3)dedicated circuits to sign location,per code. Electrician to run fiber optic cable from electronic message center display to IT room(fiber optic cable provided by Security Signs). Drywall repair in boys locker room by others. Security Signs is,The Professional Sign Company.Visit us at securitysions.com Pitopotry 61AMIe2 /179,/e6Witt. T hank you for the opportunity to present this proposal from Security Signs.To accept this proposal please read all information below and sign in the Approval box below. By signing below,By signing below,Customer accepts Security Signs proposal and agrees to all of the Terms and conditions listed below. :: TERMS AND CONDITIONS 1.Standard payment terms include 50%down with balance due upon completion of work. 2.This proposal is a contract that constitutes a security agreement.. 4.This proposal excludes primary electrical to the sign location. 6.This proposal is valid for 30 days. 7.This proposal includes a standard 1-year warranty which covers parts and labor. :: APPROVAL This proposal is accepted and approved by: Vebc,v,4 1-11 Name Title l l i r / :3 Sig nature Date Security Signs is,The Professional Sign Company. Visit us at securitysigns.com GI "'`s SECURITY s: a .. +c ft ' t=ay7Pn3- 'tri . a SIGNS .. ° .. Quality Slnce 1925 10 t 2424 SE Holgate Boulevard - . Portland Oregonon 97202 --. 503-232172 fax 5U3-230-1361 .. ..'�:.-..hwwwsecuritysigns.com 6 • - I~,~•) .;: .c,s , "; .,l r .. -.. r OR CCRN 12:t3,? WA SECUR51(ie '4111" IIIM .110134._ ..7 Ilo HTHWEETSIOU COUNCIL UL c WES TS IDE PROJECT MANAGER Kevin Hallwyler CHRISTIAN T-- ` DESIGNER +`v J.Wallace H 1 G H S C H O 0 L ..T t • PROJECT NAME 2' p' - ; - - — - Christmas Break . N W 4 01° �M Largiiiiiiming;i0miriadia— No School ;;. ;. o N :, 111116 .i.e:-..--"'. .' MI." n'^ Yl�w N_ = _ = oma LiiIo Ni.= 1 0 f. _ 111YI ----71_1---;-!-L.:.. .--.7-7.-:.,i ^- _` - - T --.---7---- T . ti I. K � t PAGE DESCRIPTION e Elevation • REVISIONS PRIMARY ELEVATION ®NA Scale: 1" = 7'-0" CITY OF TIGARD • 83I-0" Ap roves by Planning Da : 3 lb !nit als: 40" ©Copyright 2015 Security Signs,Inc. A9 Rights Reserved Unauthorized reproduction,and/or .16)&t t---- I�rr � 01��1�f ALL ELECTRICAL WHIPS orucios'50,000nStatutoryDamager the Infringer ls ���������� 52" BELOW THIS LINE PIs attorneys frees and costs,for each fringement,under the U.S.Copyright /tJ� n� ((�� //,���. /v� Act(17U.SC.412&504) W Q W AJ V� W o o Q __ Tho sage is interject to to mot-oiled :n 20" ac rdancewrththeregvremenaof Aniclethe: 20'-01I awl odes Thn includes of tha National Eleehieal Code as+d'ar other 51{/1 /f _ C P fca props, !/(/J V4ristmas Break groundingandbrnding of3rs sgn. No School 65u APPROVALS l' 5- 1/1/16 ,;_ 4 Client Signature • Landlord Signature DATE: CENTER DISPLAYS OVER DRAIN SPOUT 03.08.16 A PRIMARY ELEVATION - LOCATION DETAILS PAGE#: 1 OF 3 Scale: 1/8" = 1'-0" DRAWING#: 15-JW912r4 167 Ct\'‘ ci- 0 23'-9" WHIPS . Channel Letters ALL ELECTRICAL WHIPS BOTTOMSOUT OF I 5; SECURITY SIGNS Illuminated BELOW THIS LINE(...--- LETTERS Manufacture and install one (1) set of internally qua lry Since tD25 illuminated channel letters and one (1) EMC display24245E Holgate Boulevard Portland,Oregon 97202 a i503-232-4172 fax 503-230-1861 I I r_s _Liol ' www.securitysigns.com --.41611P- � -I "WESTSIDE CHRISTIAN" Of CCB/122809 WASECUR510°CF ! 1'-6" Ill ' Faces: .177 white acrylic r) • 1- l Trim Cap: 1" Black Jewelite NrE 14;;;ONL 6'-0"I C G u = r'll 'fl\ Returns: .040 aluminum, tcr " deep, Black 1 a^^v N Backs: .040 aluminum, pr - oat "'h1"*`5;".RE"°5ti'- 0Illumination: white LEDs PROJECT MANAGER Q "HIGH SCHOOL" Kevin Hallwyler DESIGNER O / 7" Faces .177 white acrylic J.Wallace Trim Cap: 1" Black Jewelite ' 3e� Returns: .040 aluminum, 3" deep, stock Black PROJECT NAME 3..---1- -16) ,\L p�( 0 15'-3" -el Backs: .040 aluminum, pre-coat white ` l'�1 Illumination: white LEDs WZ o I Qo NN ` AI "LOGO" � _ NI + Fabricated aluminum construction. 5" deep returns, (1)1'. a 11-1/2", 1-1/2" retainers. Painted black NN" �� Christmas Break « .177" White acrylic faces a= o {� • _ w/3M 'Cardinal Red' 230-53 translucent vinyl overlay. ° F 5`-5" 8-1/2" ay.;:• - No School * 5'-0" VO Illumination: white LEDs V= . . '.„. - EMC S; ill / 1 y.`';1` .- Watchfire 19MM Front Ventilation Highbrightness Color PAGE DESCRIPTION ..''' �2 1 / 15 Il./ 1 6 �, ' Wall Sign t LED XVS Message Center g Cabinet Size: 5'-5" H x•15'-3" W x 8" D Viewing Area: 5'-0" x 15'-0" REVISIONS 15'-0" VO - - - Communication: Fiber optic Q NA 14- Installation Wall Type: Brick END VIEW PCL Mounting:Toggler®Alligator® AF6 1/4" dia. anchor with #10 tek screw, typ. 3-6 per letter @ <3' &typ. 8-10 per letter @ >3' EMC Mounting: flush mount to building w/ 3/8" dia rod GI6)'`f -- WESTS I 0 E w/ hit by 70 epoxy, 3-1/8" min. embed into brick, &mirky Inc. (typ. 4' oc) zed use, producho CHR 1 S TIA N pp g for up to 515 use,n Statutory D and/or Power Supplies: Located in logo cabinet day�'i!ander��nfnng.r�Vable for up l0 5750,000 m Statutory Damages. plus attorneys fees end costs,for each Primary: 120V mfnngement.under the U5 Copynght H ! G H S C H O O L 5%of the wall upon which the sign rY AamuSC 412 84504) 'CITY CODE is mounted 233'-0"x 20'-0"=4,660 ALLOWANCE sq.ft.x.05=233 sq.ft.of allowed NOTE: TIE ELECTRICAL LEADS FOR LETTERS wall signage. o,dan<. hNaroq lame bo1A de 600 of die Nanorvl E!ectnol Cod.aMor otivr a TOGETHER AND LOCATE POWER SUPPLIES yund9andboo go = ChristlY1CIS Break INSIDE LOGO CABINET. clivs No School ;`:., '�LL c , 1d15- 1/.1/16 ,-KC G�6� O� ✓ )�& r� APPROVALS /� t t� 6-0 iCCC bh 5Colors Client Signature Lifg-6NC Cwt--ISE' " C- /b/5 Landlord Signature 5P1 At L L�� — I6 III MATTHEWS PAINT Il 3M VINYL'CARDINAL RED' SATIN 'BLACK' 230-53 NIGHT VIEW iL- /11 5 e- — <O /b5 DATE: 03.08.16 PAGE#: 2 OF 3 OWALL DISPLAY DETAILS —217.5 Sq. Ft. Scale: 3/8" = 1'-0' DRAWING#: 15-JW912r4 0 SECURITY SIGNS O..ahty Sl^ce'.925 2424 SE Holgate Boulevard Portland,Oregon 97202 503-232-4172 fax 503-230-1861 wwwsecuritys igns.com OR CC84 122E9 WA SECJP5102CCf MITT;PNA` _ _ zcN usocuT+olt _•- • 1:14N • 143 . _ - s ._ /��}, ) I •;�■ NORTHWEST SIGN COWRCIt. �L Vt* e1e i F 7 A. N. < LL A='utri _ _ Thongs r PROJECT MANAGER .I `w t u "' ,t'� , >i Kevin Hallwyler :: vai‘r ii ' Westside ( `ti-• l 1 �. ' 4 DESIGNER "00 s h�1C� SCft:r_ - •_ " ; ' t J.Wallace ..'0..,..' \t-. • t ��, .t * - / '` c , � '. ' ` • - • PROJECT NAME LIZ •k.„ i• - i 4 ir 1 Cain Petri:.e_rn �2 ir} 1 ',a,.. el�' hevron Tigard 0,' ,w# �N naIS yr� .,� h = to o . ..‘ • 0 llor\ • A . „,,---- . ... , _ , Z,Iti . , 1 \ , is lh, . '4"t4, 1 1 N , - .x �- . iiiiii, 1, • 41% • , 1 . iiiet. ' r I PAGE DESCRIPTION .4°V - Site Plan ill& w s �'`` * t r R f REVISIONS Vis. / at. 0 NA e -i 1 1 • . e „. 6„ „ ,, NI, 1rios Ilk A X s~ A > .-a 1i 1 J'.go' i..',-= / ` ' Qd tc `C:1J,1j., ' 4th. • 7�• IllhooIli( y q - ,. fy . .� d - + ,Ii. r- R! . x ., 0 12015 Inc.,. - ,C r� I 1 co a Rights Reserved or Youngs .unerab ome Y ! u 1 S � T ` < s ) ` .41. I • ' for 1pyto 51150000 n Statutory Damages 4 w e *• r i 1} t ! } S plus attorneys fees and costs,for each - s ; -, a w • s - - _ •R_._ infringement under Me US Copynght 11111H itf � S ♦ T x Act(17USC 412&504) 4. !� fill , r...t a 0. r 1 r a a .' _ ms .g„ : intended w de nstaf.d rey,rrernenuo of the Nat onal Elenneel rode.eros other �' -I l 7 f t II r t accordance wiM the IArt de 680 _..CS _ i r r t 1 a 1 / appl.cede bce codes.T.rued.proper i C .C'7 11 sI ". 1 r ' f r r t I �Et grout dM ,M b. of The a+qr Ll N. a $, r r Y ;,, , spa -- - metre � , APPROVALS Client Signature SITE PLAN0 --Landlord Signature Scale: NTS DATE: 03.08.16 PAGE#: 3 OF 3 DRAWING #: 15-JW912r4 I WALL SIGN DESIGN Scope of work is for the design of the connection of the wall sign to the existing structure only See following pages for structural notes. Input Data: ASCE 7-10-Components and Cladding Wind Speed,V= 120.00 mph Risk Category= II Exposure Category= B Ridge Height,hr= 50.00 ft.(hr>=he) Eave Height,he= 50.00 ft.(he<=hr) Building Width= 200.00 ft.(Normal to Building Ridge) C(ZEp pRp�'cn Building Length= 200.00 ft (Parallel to Building Ridge) IL I \�J\CC�����G 1 N `�Uf�i Roof Type= Monoslope (Gable or Monoslope) h i Topo.Factor,Kit= 1.00 Plan CV Direct Factor,Kd= 0.85 72 t 5P I. h. ail �' GON o Resulting Parameters and Coefficients: 1. `t. � Roof Angle,0= 0.00 deg. r -IR I' 0 a • �P Mean Roof Ht_h= 50.00 ft (h=he,for roof angle<=10 deg.) L s JOSEPH ��� Elevation Wall External Pressure Coefficients,GCp- GCp Zone 4 Pos.= 0.90 EXPIRES: 12-31-2016 GCp Zone 5 Pos.= 0.90 GCp Zone 4 Neg.= -0.99 GCp Zone 5 Neg.= -1.26 If z<=15 then: Kz=2.01*(15/z. ^(2a). If z>15 then: Kz=2.01'(z/zg)^(2a) a= 7.00 (Note z not<30'for Exp.B,Case 1) zg= 1200 Kh= 0.81 (Kh=Kz evaluated at z=h) Velocity Pressure: qh'4 15.24 Ipsf qh=0.00256'Kh'Kzt'Kd'V^2*0.6 (qz evaluated at z=h) Appx. fastener location, typ. Wall Pressure for Anchor Design (allowable) Design Net External Wind Pressures: 15'-7" F=I -15.09 Ipsf Sign Dead Load=I 15.00 Ipsf(max) • Fastener Capacities. 41, , Tc= 905 lb Christmas Break „c= 1045 lb offset= 0.00 in 5.9- '! No School • o d of spacer= 0.00 in Max trib area= 32.23 ft2 =1/(((-15.09'-1)/9051b+15/10451b) .;;. 2/21/-1 5 1/1/16 4.*'.•.; 7:: Sign Geometry: • • • • Height= 5.75 ft Width= 15.58 ft Area= 89 6 ft2 Sign Elevation Space anchors along top and bottom of sign #of fasteners= 3 required(min.) Fastener spacing= 124 in o.c.(max)along top and bottom of cabinet.(15.58"2)'12/(3 fasteners) Actual Spacing= 48 in Provide 0.375"dia.Rod with HIT HY-70 Epoxy and 3 1/8"min.embed.at 48"o.c.along top and bottom of sigi S 9570 SW Barbur Blvd Project Name Westside Christian Wall Sign Project# 160297 Suite One Hundred Portland,OR 97219 Location 8200 SW Pfaffle St., Tigard, OR MILLER Client Security Signs Phone 503.246.1250 ELD '"1 3.11.2016 1 of 3 CONSULTING Fax 503.246.1395 By Ck'd Date Page ENGINEERS www.miller-se.corn a 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. SPECIAL INSPECTION OF WELDS AND POST INSTALLED ANCHORS ARE TO BE PROVIDED BY A SPECIAL INSPECTION AGENCY AS REQUIRED BY THE BUILDING OFFICIAL FOR ELEMENTS OF THE PROJECT THAT DO NOT MEET THE APPROVAL OF CONSTRUCTION OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS IN THE JURISDICTION (SECTION 1704.2, EXCEPTION 1). SCOPE OF WORK THE SCOPE OF WORK FOR THIS PROJECT IS THE ATTACHMENT OF THE WALL SIGN TO AN EXISTING 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 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2012 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. \ PROFF � �, � � 72.r5P ' a . •- GON o ,� 0 . ,/ARY os • ti�P� S JOSEPH NAP' EXPIRES: 12-31-2016 at 9570 SW Barbur Blvd Westside Christian Wall Sign 160297 Suite One HundredProject Name Project# Portland,OR 97219 _ Location 8200 SW Pfaffle St., Tigard, OR MILLER Client Security Signs Phone 503.246 1250 ELD Wr` 3.11.2016 2 of 3 CONSULTING Fax 503.246.1395 By Ck'd Date Page ENGINEERS www miller-se com DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA RISK CATEGORY II WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 120 MPH EXPOSURE B MASONRY POST INSTALLED ANCHORAGE ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT FOR THE ANCHOR. ANCHORS ARE NOT TO CUT THROUGH ANY EXISTING STEEL REINFORCING. 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) 01.2. 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 ALUMNIUM TO BE TYPE 304 STAINLESS STEEL WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. �5<•4' PROP4C N , c, � 72•,5P %. • •' GON o h • ;qRy oa S✓OSEPH Wi\C° EXPIRES:12-31-2016 9570 SW Barbur Blvd Westside Christian Wall Sign 160297 Suite One Hundred Project Name Project# Portland,OR 97219 Location 8200 SW Pfeifle St., Tigard, OR MILLER Client Security Signs ' CONSULTING Phone 503.246.1250 ELD 3.11.2016 3of3 Fax 503.246.1395 By Ckd Date Page ENGINEERS www.miller-se.corn