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SGN2016-00028 � � CITY OF TIGARD SIGN PERMIT 9 Permit#: SGN2016-00028 COMMUNITY DEVELOPMENT Date Issued: 03/17/2016 X-1.GARO13125 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 82.6 sq. ft. electronic message center attached to southeast wall face of building. Permanent: Yes Freestanding: No Freeway: No Temporary: • Wall: Yes Electronic: Yes Billboard: No Balloon: No Banner: No A-Board: No Sign Dimensions: 5'5"x 15'3" Total Sign Area: 82.6 Wall Area: 4660 Wall Face(Direction): Southeast Sign Height: 10.5 ft. Projection From Wall: 8 in. Illumination: Internal Materials: aluminum, acrylic, LED 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 validi , date. •► �� Approved By: . v 0111/- Permittee Signature: ,,,/ City of Tigard RECEIVED 71 COMMUNITY DEVELOPMENT DEPARTMENT MAR 17 2016 Sign Permit ApplicationCITY OF TIGARD T I G A R D PLANNING/ENGINEERING SIGN LOCATION - 516/V 6 &I/1W Suite#: REQUIRED SUBMITTAL Address: ELEMENTS City/state: GetA1. Zip: '72-2---5 Vd2 copies of elevations on 8'/2"x 11" k' Tenant or business: /L9e(1.14-1/-45724--Al 1-t or 11"x 17"pages(Wall sign elevations must include dimensions .., T4X of sign and wall face and show the Property owner name: �. 1 location of sign on the wall. Address: it565" 5Z,) ey.42/2/911< DA Freestanding sign elevations must City/state: ) R. Zip: ')76 /be drawn to scale.) Phone: I mail: CJ 2 copies of site/plot plan,drawn ���,� C// to scale,on 8'/2"x 11"or 11"x 17" Sign contractor: 6["—e-e2 iTY 5/6A/5, !/16� ages(not required for wall signs) Address: .`i Lf SE gezzie E- ,�G List or diagram of all existing sign ensions and square footage City/state: p�Mi l ilio r Zip: 9-22.9,3-, Application Fee Phone: 00�7�o 776.21-.mail:C,,hoit•L� ce <'/ {li Si s'IS , ed'? CCB License #: `Z2--B01' Expiration date: 1,V/50/46 NOTES: C f/J / • Freestanding signs over 6 ft.in height Contact person: / and walls signs of which any element weighs 20 lbs.or more require a SIGN DATA(Complete all items in this section) building permit for construction. If any element of a wall sign weighs 70 lbs.or more,plans must be prepared TYPE (Check all thatatap ly) by a structural engineer. ew sign 0 Freestanding C9' Electrical • Building permits require 2 sets of ❑ Alteration to ❑ Freeway ❑ Wall construction drawings and,if sign is freestanding,2 copies of site/plot plan existing sign 0 Roof Other and 2 sets of engineering must be Sign#: ingiSluC submitted with building permit application. 1 U i t• Sign dimensions:.5 S (h) x 1$ 3 (w) 1=��62.6'sq.ft. sign area New sign:$2•Aq.ft. + Existing sign area /7 2•sq.ft. =217•total FOR STAFF USE ONLY Total sign area217 sq.ft. /9106eguilding face sq.ft.= > I %of bldg face $ )4201 1„�2S Case No.: v Height to top of sign: IO"2•ft.Projection from wall: '8 in. Related Case No.(s):s GM2016-0002.7 Materials: fiLiMilivain, 40011.-le-. (,O Fee: 4 HI%op AppliYA / accepted: Is the sign under 201bs.? ❑ Yes No $ ; Date: 3111(i b Y (Building Permit required if over 20 lbs.) App a 4determined complete: Direction wall faces (circle one): N ©/E W NE NW SE SW 3 1`f I Will the sign have illumination? �" s 0 No By: Date: If yes,what type: Internal 0 External I:\CURPLIAMasters\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. 11/1i4Q( 0 /17 146 Ap cant's signature Print name Date a”/77 fik Owner's signature Print name Date Owner's signature Print name Date SIGN PERMIT APPLICATION City of Tigard • 13125 SW Hall Blvd. • Tigard,Oregon 97223 • www.tigard-or.gov • 503-718-2421 • Page 2 of 2 SECURITY SIGNS peopetre. A )NO2 • 2424 SE Holgate Blvd., Portland,Oregon 97202-4747 Afiey4' Phone:503.232.4112/Fox:503.230.I861/Web:securitysigns.com 03/04/2016 State Coatroctcr tt OR 122809, I WA SECURISI O2OCF SID#:15103412-Rev 7 Prepared By:Kevin Hallwyler Phone:503-546-7107 Email:khallwyler@securitysigns.com Design#:15-jw912r2 Customer: Westside Christian High School Job 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 ..." 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 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. I _ Security Signs is.The Professional Sign Company. Visit us at securitvsigns.com Thank 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: im(' oath MI � Name Title 1/1,71 • Signature Date Security Signs is,The Professional Sign Company.Visit us at securitysigns.com I h ... '' SECURITY SIGNS Duality Since 1925 ,�- 2424 SE Holgate Boulevard 11111'^ Portland,Oregon 97202 503-230-1861 MOwwsetr t ... _ Swys gns.com ip, • - _ OR CfRY 177609 WA SECURS1070CE y - ' INTERNATIONAL 7 ~� SIGN ASSOpAT10K ( NORTH TH WE8TSI9N COUNCIL UL • l WE TS ' r PROJECT MANAGER OltG Kevin Hallwyler Plf CHRISTIAN DESIGNER J.Wallace }'� tl i G H 5 C H O 0 L i PROJECT NAME Christmas Break WZ o -._:ei-7r; No School QQo N '' 0 N _. a _. 'I�e2t1.1.5_— 111116 rr I:_ 4 - k(0. °0 L -1. = O -�r1.-1..1 - - ARI(INL i ---i-4157:1--11-- -------:-;---- _ _ — .. —_ ' • c., PAGE DESCRIPTION Elevation PRIMARY ELEVATION REVISIONS Ap NA Scale: 1" = 7'-0" s3' of CITY OF TIGARD • Approv , by,Planning Date: l II - 40 Initials: - O Copyright 2015 Security Signs,Inc. Al Rights Reserved � I !cJ�5�al O)1 I I display shad e e retheducGo, ,ne e SChn� A , ———— --ALL ELECTRICAL WHIPS for lay SII Statutory Rory ar ages /or up to$,50,000 in Slntutory Damages , MMG21107L1A �] 52" BELOW THIS LINE 4 mec"u`2:r elwats.Copyngh nn;,7 USC.4 12&504) b o@ co z c Ag o o a xroe;gn owed to to ,ed n 20'_01! '{ I 2011 appli able local dance voth the odes Thus clunddes proper of the National Elactncai Coda br other groundingandbond.ng of the sign CRiristmas Break 5 C/_ pw11w � No School 6511 APPROVALS - raL�.111/16. ; 411 Client Signature • Landlord Signature DATE: 03.08.16 CENTER DISPLAYS OVER DRAIN SPOUT OPRIMARY ELEVATION - LOCATION DETAILS PAGE#: 1 OF 3 Sca'e: 1/8" = 1'-0" DRAWING#: 15-JW912r4 L 5/4/4 ft-- 0 23'-9" _ __ • WHIPS OUT 5.. Channel Letters SECURITY ALL ELECTRICAL WHIPS BOTTOMS OF Illuminated SIGNS (00. BELOW THIS LINE 'WESTSIDE' LETTERS Manufacture and install one (1) set of internally Quality Since 1925 illuminated channel letters and one (1) EMC display 24245EHolgySince,925 rd 1 : i ; zi:e ( 1 / ,' 1 6 1-7 WS... ..1014• S SI • INTERNATIONAL SIGN ASSOCIATION. C 6-0i7 E:73 ii s N Il Returns: .040 aluminum, 5" deep, stock Black 11— Q Backs .040 aluminum, pre coat white NORTHWEST 9r Illumination: white LEDs PROJECT MANAGER Kevin Hallw ler _L "HIGH SCHOOL" L=U 1 U -J Z © I O O L5 7IFaces: .177 white acrylic DESIGNER J.Wallace Trim Cap: 1 " Black Jewelite Returns: .040 aluminum, 3" deep, stock Black PROJECT NAME 3 Sl4 j� 15 I Backs: .040 aluminum, pre-coat white 4 ' 3" Illumination: white LEDs WZ o ..... - 4 Qo tnN VII' "LOGO" O ° N d Fabricated aluminum construction. 5" deep returns, E-N 11-1/2' Christmas Break 1-1/2" retainers. Painted black �" °'` .177' White acrylic faces Ni= o 5'-5" ` r . ^A w/ 3M 'Cardinal Red' 230-53 translucent vinyl overlay. WI. c9 8-1/2" 4_ _ No School * -{.''*� . . 5'-0" VO Illumination: white LEDs (�_ :. • • EMC c / !' • �/ / ..- :. I Watchfire 19MM Front Ventilation Highbrightness Color PAGE DESCRIPTION X21 15 - 1 1 16 =:: % LED XVS Message Center Wall Sign - L Cabinet Size: 5'-5" H x 15'-3" W x 8" D I Viewing Area: 5'-0" x 15'-0" REVISIONS • 15'-0" VO " Communication: Fiber optic O NA 8" Installation Wall Type: Brick END VIEW PCL Mounting: Toggler®Alligator® AF6 1/4" dia. anchor with #10 tek screw, typ. 3-6 per letter Q <3' &typ. 8-10 per letter @ >3' EMC Mounting: flush mount to building w/ 3/8" dia rod .. 5 X61 J 4- — _ WES TS ID E w/ i hyo c)0 epoxy, 3-1/8" min. embed into brick,(typ. 4' CopyrightZ°155«.;�sg�.ln<. Al Rights R.sNved CHRISTIAN .,pi.=15�ereproduction. agand/or Power Supplies: Located in logo cabinet �-,ay hall render the Inrnnger Fable �p to E 150,000 m Statutory Damage:. olds attorneys fees end costs,for eacr. Primary: 120V mfnngemenl,under the US Copynw' H / G H S C H O O L 5%of the wall upon which the sign y Act(17USC 4128.504) CITY CODE is mounted 233'-0"x 20'-0"=4,660 s .ft. x.05=233 sq.ft.of allowed II, son , mnnd.d to be stalled .n ALLOWANCE QNOTE: TIE ELECTRICAL LEADS FOR LETTERS of thenet.n,ba.ctecalC.n�,fdn,'o� �.. wall signage. of a.e 'TMCnd. np , Christmas 4rT1dS BC@C1I TOGETHER AND LOCATE POWER SUPPLIES groundrg and bmd.ng°t tte:9^ CJ (6)N 3 No School . 1_ / • INSIDE LOGO CABINET. 5" 11/16 _.K f �/�•1'� O� 1`G�/\L / APPROVALS �l/��%L��' ��� f CC �`'55J A Colors Client Signature C /bs a Lj — L1-/1 " / 11Landlord Signature 5d1 At L L�^ s - / lb MATTHEWS PAINT 3M VINYL 'CARDINAL RED' SATIN 'BLACK' 111230-53 NIGHT VIEW ( 1,0---- 11()75A — !� 113— 5141.1 3 DATE: 03.08.16 OWALL DISPLAY DETAILS —217.5 Sq. Ft. PAGE#: 2 OF 3 Scale: 3/8" = 1'-0" DRAWING #: 15-JW912r4 4C-*i SECURITY SIGNS Ouality Since 1925 2424 SE Holgate Boulevard Portland,Oregon 97202 503-232-4172 fax 503-230-1361 www.se curitysigns.Corn OR CCBT 122809 WA SECLIP51020CF 1114 INTERNATIONAL ,,. _ SIGN 0.556CIA?IOK - ---^-_ __ "�, I(,uI- r . ✓l 1 } 1 � ry i NORTHWEST SIGN COUNCIL O r t 1 a �' '. :'s <, .. ,__. . °b -r.. 7 -.'. Thonq.ThaiF •4.., 's .. e‘1,-- --;- 4_, .. 1 0'' }- ' ; `:r* ,s4010I PROJECT MANAGER Aloft - even a r 10000 ."TS -6 IV' ' • � � - :` � ��� � K H Ilwyle e - a fid fWi$tlgfl Y1 "` A et ems. , a A., >v a s ^, q, 1. , ,IAA A, is Opt , ... x JDWaGNeR 44, r IF A { IflM a is Sv « , 4. f `'� - r x^*"- - f - . - - ., "~rf _ .. :k - PROJECT NAME 1� ; �l s , % � 7 h' s tl- ,r IC)� 0 Cam Pe oleur I� a 'a tr n ' �' • _ A h �O < � ),..,;;,,s.:. � +1, „ems .r 'et evron Tigardet . ' : .. .. x �N N Ln fir let I,. rr • . ,- a • ; Ny rre 11 m PAGE DESCRIPTION n.j s a �`+ ~" 1 Site Plan t ' n ,, ' 331'0 \\\C''' ''. '4- c ti ` erF a 'ri REVISIONS • �iiil � - • A • TO y ` • L •Irl 4 ,I. ' y` '�� a. � Illiktch Broe.Coffee , P , / t+� a r>+ t _ .. ©Copyright Rights ReservedSecurity r.... :, .>�.... - € UnauthonzedR use, ductia,,and/or S F,unf ral Hams [ x epm ' - �iVA�°- ^?' , ; _ display shall render the Infringer liable - �" a r } f b - y�' ail for up to$150,000 in Statutory Damages ? Ot °� '� hi* , ! 1 -." ,,. ri plus attorneys-,de the US fees and costs,f ..`.. i e '. -. r.w"..._ •,. >," \Ili* _ . r ,r.-_f ng U e t u, a CoPyn9 -• ad.m. ' � J .. - _. - - Ad( 412&504) ` r ; r x ,te,' } -. 'Thz 1s gn s mended w be nstal ed n - 6' .. < , N S , )f t cordarrewrth the reowernenu of Article CCC Rr .„ ' .µti• r '' ,. t I r g of the Nattonal Eleartcal Code xwlor othe• plzcable local i:� _ C . rA 4 ,.y` € ,., _ s 4 r rt r . ! f , •i ^1.11, gPoun 9.r�dbxfi goFthez:gn P Po t iii APPROVALS Client Signature SITE PLAN (E) Landlord Signature Scale: NTS DATE: 03.08.16 PAGE#: 3 OF 3 DRAWING#: 15-JW912r4 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) c� Building Width= 200.00 ft (Normal to Building Ridge) • ` D PROpe Building Length= 200.00 ft.(Parallel to Building Ridge) I I \ G t N �t7f j, Roof Type= Monoslope (Gable or Monoslope) I i Topo.Factor,Kzt= 1.00 Plan CV Direct Factor,Kd= 0.85 72.t 5P �� at, I •• GON o - Resulting Parameters and Coefficients: I,,, , '% 1, Roof Angle,(I= 0.00 deg. RY 0 9 ' �Q Mean Roof Ht h= 50.00 ft (h=he,for roof angle<=10 deg) S JOSEPH MP�� 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/zg"(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=I 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 lost Sign Dead Load=I 15.00 Ipsf(max) • Fastener Capacities , Tc= 905 lb Christmas Break . Vc= 1045 lb offset= 0.00 in 5'-9" 4:' /** od of spacer= 0.00 in +^ No School ,': • Max trib area= 32.23 ft2 =1/(((-15 09'-1)/905lb+15/1045lb) -`�..-^-- -::: 72/2 '' 1/1. 1/1/16 _ .... Sign Geometry. 40 • . ..,.. , • 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)'121(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 sig! atkPr9570 SW Barbur Blvd Westside Christian Wall Sign 160297 Suite One Hundred oject Name Project# Portland,OR 97219 MLocation 8200 SW Pfaffle St., Tigard, OR MILLER Client Security Signs Phone 503.246 1250 ELD '") 3.11.2016 1 of 3 CONSULTING Fax 503.246.1395 By _ Ck'd Date Page ENGINEERS www.miller-se.corn 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. fc3a PROFe ' /o - � 72••P 5P ' lita 1. Vi' GON o, � � ti� O V JOSEPH MP' EXPIRES:12-31-2016 9570 SW Barbur Blvd Project Name Westside Christian Wall Sign Project# 160297 Suite One Hundred drAS Portland,OR 97219 IM Location 8200 SW Pfeifle St., Tigard, OR MILLER Client Security Signs ' CONSULTING Phone 503.246.1250 ELD OM 3.11.2016 2 of 3 Fax 503.246.1395 By Ckd 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) 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 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. gypPROF , Fss/' � � 72 5P I. •' GON . ,:qR y o B ;s JOSEPH MPSo EXPIRES:12-31-2016 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 3.11.2016 3 of 3 CONSULTING Fax 503.246.1395 By Ckd' ti// ` Date Page ENGINEERS www.miller-se.com