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Plans SECURITY SIGNS .,. t""c Quality Since 1925 2424 SE Holgate Boulevard Portland,Oregon 97202 503-232-4172 fax 503-230-1861 wwwsecurhysigns.com OR CCBtl 122809 WA SECUR57020Cf L. 777 II y" � INTERNATIONAL +wrn+. d SIGN ASSOCIATION. �....�............ U a' > ''\"TSION COUNCIL O t a � w� G��� I ID PEAR MANGER K° ^ S E R ir, J.Wallace H I G H S C H O O L PROJECT NAME Christmas Break ' WZ o No School �: trn C 5- 11116 ;!.. . `.� reLII a..one • �Y1 d4,2 0 u,N O N�x Om WI o u cc..., . s • PAGE DESCRIPTION t Elevation OTCs I I REVISIONS A PRIMARY ELEVATION Permit#• �M1. • * O NA Scale: 1" = 7' 0„ — -...4%---.._ Addreew -) ` a1� Suite#s • pc By: .e.....,... Date; Z,L2---aL- 83'-0" R E CEIVE[ 4 e . ,__ . - AR 1 206 40" - O Copyright 2015 Security 5ignc,ln<. All RughK Reserved ., • CITY OF TIGARD Unau honed . ,r p du io,and/or S�E """� �CJ���I�� BUILDING infrineme ends StatutoryDamnger ges. -ALL ELECTRICAL WHIPS o up to 8150,000 in Statutory Damages. plus attorneys fees and costs,for each O infringement under the U.S.Copyright �G�]L ?0 Il ���I 52 BELOW THIS LINE A I1�U5�412�5�, ex 0 Cd b b OO O Q .2011 Thsign is Intended to be installed m accordance with the requirements of Anicle 600 01 the National Electrical Code and/or other 201.0// i appicable local d This includes proper C a tmaS Break QFFICE CQPY 9ro dng andb g f he sign. ble • 3b)P4 5 ris ���� NO SCh °11' • 6511 APPROVALS 5-. 1/16 , . �4 t Client Signature Landlord Signature DATE: Q3.U8.16 --CENTER DISPLAYS OVER DRAIN SPOUT A PRIMARY ELEVATION - LOCATION DETAILS PAGE#: 1 OF 3 Scale: 1/8" = 1'-0"' DRAWING#: 15-JW912r4 • 51414 Pr 0 23'-9" WHIPS OUT 5" Channel Letters SECURITY ALL ELECTRICAL WHIPS BOTTOMS OF ,-r Illuminated SIGNS BELOW THIS LINE 'WESTSIDE' LETTERS Manufacture and install one (1) set of internally Quality Since 1925 illuminated channel letters and one (1) EMC dis la 2424SEHolgaSince1evard display Portland,Oregon 97202 I • 503-232.4172 fax503-230.1861 � "WESTSIDE CHRISTIAN" www.securitysigns.com I I I 1'-6" OR CCM 122809 WA SECUR51020CF __ __ I I-77 _ _ [ ;0 -/ 1 ___ Faces: .177 white acrylic I �� I I z- Trim Cap: 1" Black Jewelite Fail YUP I i INTERNATIONAL 6'-0" I Returns: .040 aluminum, 5 deep, stock Black SIGN ASSOCIATION. O Backs: .040 aluminum, pre coat white NORTHWESTSIGNCOUNCIL �� C G /7 I / IS ra Illumination: white LEDs PROJECT MANAGER Kevin Hallwyler rr "HIGH SCHOOL" DESIGNER o © ThiO O 7 Faces: .177 white acrylic DESIGNER ace Trim Cap: 1 " Black Jewelite 3.. S (� eReturns: .040 aluminum, 3" deep, stock Black PROJECT NAME Backs: .040 aluminum, pre-coat white 15'-3" Illumination: white LEDs WZ o + •,,,„; • O x o N N • � "LOGO" �� Fabricated aluminum construction. 5" deep returns, N 11-1/2". 1 1/2" retainers. Painted black NN" N_c Christrricis Break 177" White acrylic faces Et= o 5' S" ` w/3M 'Cardinal Red' 230-53 translucent vinyl overlay. W=" R 8-1/2" + x No School 5'-Oi' VO Illumination: white LEDs 3V= a ' ,._: c EMC s 1 - �' 5- ' J ' - 6- .� Watchfire 19MM Front Ventilation Highbrightness Color PAGE DESCRIPTION LED XVS Message Center Wall Sign 1 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 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 @ <3' &typ. 8-10 per letter @ >3' EMC Mounting: flush mount to building w/3/8" dia rod w/ hit-hy 70 epoxy, 3-1/8" min. embed into brick, ®Copyright 2015 Security Signs,Inc. w itAm, "� - W E S T S I E /t 4' OC) All ren Rights CHRISTIAN p p p g for�to$150,000 1 d reproduction,andlor display shall render the Infringer liable Power Supplies: Located in logo cabinet plus toorneys fees in Statutory Damages, plus attorneys fees and costs,for each HIGH SCHOOL 5%of the wall upon which the signPrimary: 120V infringement,under the U.s.Copynght p Act(17 U.SC.412&504) 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 Th=oda9�with heded to be ifan,=� wall signage. of rhe Natio aI E ae�d o,ose, '' TOGETHER AND LOCATE POWER SUPPLIES pP b ,, d 7F indodes proper g d g db d g fth sign. Christmas Break ��h .-_ INSIDE LOGO CABINET. No School t}. W APPROVALS S1614 0 ---01' 92/ 5-- 1/1/16 4a ^+ A'� L (.0 3(� �Q �hS I�AIv �'�Z. 2_ ' �d 5 0:1-- //'�O Colors Client Signature 5Mil-LL L/07-Z--":27--S ! lb 09- Landlord Signature II MATTHEWS PAINT II 3M VINYL'CARDINAL RED' NIGHT VIEW c.16 r%, _ a 1 ,C SATIN 'BLACK' 230 53 20 0 lb S DATE: 03.08.16 PAGE#: 2 OF 3 OWALL DISPLAY DETAILS —217.5 Sq. Ft. Scale: 3/8" = 1'-0" DRAWING#: 15-JW912r4 / 1 \I/ SECURITY SIGNS Quality Since 1925 2424 SE Holgate Boulevard Portland,Oregon 97202 503-232-4172 fax 503-230-1861 www.securitysigns.com OR CC8n 122809 WA SECURS1020CF r on V__l_11!4401 INTERNATIONAL SIGN 0.550[IAnON. 1l t=-� ♦- _- - a,,. [� • • c NORTHWEST�, SIGN COUNCIL T� 'T r ,, t t Thong Thai, PROJECT MANAGER I - - - Aaron's - "II . , Kevin Hallw r '� yle Aaron's ti DESIGNER Wes side Christian . 1. a r > f. 09 .Wallace .. + Highschool School •r� - � 7',.. . J 2144 - ' -- ... . .. , r k` 1'_ �, % PROJECT NAME doe" l ° J y� ZZ .� a't 5 �•a +lir w ��� , M 'rya tiN 1 r r It ` c .........= 0)N w. l `j 'n ,- 14 r • r �� - Cain Petroleum() cm' Y,(f�« a0 `�, . . ` `�t so 1 ,hevronTigard04'. N�Ldi= o y r , .. .. , . . it\ ,..;,,,„ ... , .... , ., o Cr) .0 . , \ . ,. ..0,. . ilk. , ..,. ,_ . , .„,„ .. . . le ;, _ u.„, _ ..,,,,,„. , , ,, ,,, ;. 4 a a ''2 t. Is �ry �' r `• .a DIC df` .. - R - • ••-. + PAGE DESCRIPTION • .fly f • x' -� Site Plan l .�rr ` t y �' 233 e53C\,,,,,,,',..., ain-''.:4414:8-'@1:5'' , i:k' S REVISIONS .''' ''''' ' ''' ♦ + 0 N .est ... I) .3--a ' D ch Bros Coffee •` ,, - ° :, - ','' ®Copyri ht 2015 Security Signs,Inc. .i As ;� , . „,- s '!, -! *t ' r • , c SO •" - A�Rights R ed "g", " i. 1 r as,.-' U.authonreproduction,and/or b �( ".' .� Wr""' `',- 1 _ display shall render the Infnner liable a y� y " for up to$150,000 n Statutory Damages, Youngs euneral Home '�= t. _ � 4 S plus attorneys fees and costs,for each . ` .s _ infringement,odder the US Copyright it 'v ', +i^.° .a, 4 . 3 MEW e .t Adf�U.S.C.412&5041 . + s. .." r ' ar'. r t r `�, Tcmrdancew hN eq ants of Articee 600 1Y411. L t =a%. {, 4 r{ N of rhe Natm Elect Code and/or oMer '"` t v " a - . appl'cable local codes.Th's ncludn proper ,+ \w'� Y '• "4 "r, - 1 t+� ' . - grounding andbmd'ng of rhe sgn .. 'rid :.-. P. �. � r .. r e r .r r r APPROVALS Client Signature SITE PLANED 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) ` Building Width= 200.00 ft.(Normal to Building Ridge) ``'"c D PRace Building Length= 200.00 ft.(Parallel to Building Ridge) I I \ �G t N ' Roof Type= Monoslope (Gable or Monoslope) f ii N Topa Factor Kzt= 1.00 Plan GV Direct.Factor,Kd= 0.85 ^ 72.►5P ail hr illk.:41: GON o i.,Resulting Parameters and Coefficients: h, q 'tio Q Roof Angle,0= 0.00 deg. ., Ry 0 9 ' k.- Mean Roof Ht.,h= 50.00 ft.(h=he,for roof angle<=10 deg.) s JOSEPH MPP 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=1 15.24 I psf 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 Wnd Pressures: 15'-7" F=1 -15.09 (psf Sign Dead Load=I 15.00 Ipsf(max) • • • • Fastener Capacities: Tc= 905 lb Christmas Break Vc= 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) ' = *5-2- 1/1/16 a '', 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 sigr S 9570 SW Barbur Blvd Project NameWestside Christian Wall Sign Project# 160297 Suite One Hundred Portland,OR 97219 NilLocation 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.com L 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. oDPROIce � 72 5P I. V •' G0N o Ry oe • ' S JOSEPH MP`' EXPIRES:12-31-2016 9570 SW Ba bur Blvd Project Name Westside Christian Wall Sign Project# 160297 Suite One Hundred Portland,OR 97219 Location 8200 SW Pfeifle St., Tigard, OR MILLER Client Security Signs Phone CONSULTING Fax503.246.139550 By ELU Ck'd Date 3.11.2016 Page 2 of 3 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. \���D PROFFi &k. � � 72.r5P , iria I. VVs• GON o ti tkp , 44,y 0 8 L� Q S JOSE NA # EXPIRES:12-31-2016 as 9570 SW Barbur Blvd Project Name Westside Christian Wall SignProject# 160297 Suite One Hundred Portland,OR 97219 MiLocation 8200 SW Pfaffle St., Tigard, OR MILLER Client Security Signs Phone 503.246.1250 ELDC•3114 3.11.2016 3 of 3 CONSULTING Fax 503.246.1395 By CI('d Date Page ENGINEERS www.miller-se.corn