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Report MILLER CONSULTING ENGINEERS STRUCTURAL CALCULATIONS EBS Associates Wall Sign 7150 SW Hampton Street, Suite 200, Tigard, Oregon Security Signs October 28, 2014 Project No. 140954 4 pages Principal Checked‘Wi CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: [ v]� OTC: [ I PRO% P• it#: o/ P20(4- 5-2-e.. 3 C , �,aGIN%��• ddress: 7��CS ,,t �, c 2 J. ite #: B " Date: A •N osE >os•- OFFICE COPY EXPIRES: 12-31-201 11 *** 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. Engineering Practice!, Di , Structural Solutions Sine* 1978 9570 SW Barbur Blvd.. Suite 100 Portland. Oregon 97219-5412 Phone 15031 246-1250 Fax (5031 246-1395 www.miller-se.con, WIND LOADING ANALYSIS-Wall Components and Cladding Scope of work is for the deisgn of the connection of the wail sign to the existing structure only. SEE pc.t. 3d -t F •,L m-1 's. Input Data: ASCE 7-10 Wind Speed,V= 120.00 mph Bldg.Classification= II (Table 1-1 Occupancy Category) Exposure Category= B B Ridge Height.hr= 35.50 ft.(hr>=he) Eave Height,he= 32.00 R(he<=hr) Building Width= 35.50 ft.(Normal to Building Ridge) - Building Length= 35.50 ft.(Parallel to Building Ridge) I L Roof Type= Monoslope (Gable or Monoslope) Topo.Factor,Kzt= 1.00 Pin Direct.Factor,Kd= 0.85 Enclosed?(Y/N) Y Hurricane Region? N Effective Area,Ae= 59.99 ft2 (Area Tributary to C&C) i" Resultine Parameters and Coefficients: �, L Roof Angle.8= 5.63 deg. Elevation Mean Roof Ht.,h= 32.00 ft.(h=he,for roof angle<=10 deg.) Wall External Pressure Coefficients,GCp: GCp Zone 4 Pos.= 0.78 GCp Zone 5 Pos.= 0.78 GCp Zone 4 Neg.= -0.87 GCp Zone 5 Neg.= -1.01 If z<=15 then: Kz=2.01•(15✓zoy(2/a). If z>15 then: Kz=2.01-(z/zgy(2/a) a= 7.00 (Note:z not<30'for Exp.B,Case 1) zg= 1200 Kh= 0.71 (Kh=Kz evacuated at z=h) Velocity Pressure: qh= 13.42 psf qh=0.00256'Kh'KzrKd`V^2"0.6 (qz evaluated at z=h) Wad Pressure for Anchor Design (allowable) Design Net External Wind Pressures: F= -11.62 psf Sign Dead Load= 4.00 psf(max) Fastener Capacities: Tc= 195 lb Vc= 140 lb offset= in o.d.of spacer= in Max Crib.area= 11.34 ft2 =1/(((-11.62'-1)1195Ib+4/1401b) (Provide 0.375"di a.toggle bolt for every 11.34 sqft.of trib. • 9570 SW Barbur Blvd Project Name EBS Associates Wall Sign Project # 140954 Suite One Hundred Portland, OR 97219-5412 Location 7150 SW Hampton Street, Suite 200, Tigard, Oregon MILLER Client Security Signs CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By EDA Ck'd .Date 10/28/14 Page 1 of 4 'Check. i 8.? T= i?71b v 74 lb T4.= 300 lb U�=53015 t v - 7Dlbt . ZM _ 0.2S' c1.0 gild6 KB. -pc_ v& — 300 lb 530Ib /r(C 3/el :4.1c140yr • ',CSe 'owci s %4 p fE soft t t.tf�Etc. Policy vse ;f:1t; 3/e D.4 t 5-ff (AAId. =Ve) 1,44,c sal rd l c ci tclior a- V re O.C. 17.-5. t ■ \• I ■ ■ ► • • POV QS `' P ro6-str f5ot.T 41-0“TYP. S r` 1-kaLt.OiJ HrCr 34" DZA Kg ‘i4;, **ABED= zk") =r 50Lrp'Tvp. SPAc£ kr- './' D C, TYP A 2ocvn30 i7-s. OF cA 8Z N ET 1Jh111 .ys ! ASSOCIATES C TV- Ho LLow Hrt.rr Vt" DSA. K6IE CMIN. EARED F Sot- p TYP 9570 SW Barbur Blvd EBS Associates Wall Sign 140954 Project Name Project # Suite One Hundred la Portland, OR 97219-5412 Location 7150 SW Hampton Street, Suite 200, Tigard, Oregon MILLER Client Security Signs CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By EDA Ck'd Date 10/28/14 Page 2 of LI 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. 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. 09 9570 SW Barbur Blvd Project Name EBS Associates Wall Sign Project # 140954 Suite One Hundred MI likPortland. OR 97219-5412 Location 7150 SW Hampton Street, Suite 200, Tigard, Oregon MILLER Client Security Signs CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By EDA Ck'd_ 1Date 10/28/14 Page 3 of DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA RISK CATEGORY II WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) i 120 MPH ' EXPOSURE 1 B CONCRETE CONCRETEICMU ACCESSORIES 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. a♦ 9570 5W Barbur Blvd EBS Associates Wall Sign Suite One Hundred 140954 Project Name Project # I. Portland. OR 97219-5412 Location 7150 SW Hampton Street, Suite 200, Tigard, Oregon MILLER Client Security Signs CONSULTING (503)246-1250 ENGINEERS Fax: 246-1395 By EDA Ck'd si•. Date 10/28/14 Page y of Li RECEIVL1 © r SECURITY 35'-6e NOV 5 2014 SIGNS Quaid).-Since 1925 3 5 -6 2424 SE Holgate Boulevard 3' o° , CITYOFTIGARD Portland,2 4172fax5 32 f 503-232-4172 fax 503-230-1861 Q 3'-0" BUILDING DNISI01` W securitys Oregon n9720 OR CCBr 172,8"c `lJA SFC!1RS1020Ci MORT ST516N COUNCIL 0 •Of PROJECT MANAGER Kathryn Caine DESIGNER A. Rossi PROJECT T NAME O I N N N.. M N o a ^. 2. , . . N , . , I�ASSOCCA INC y Q Lj c,O v m ' 3 m o rn~W n rRBOOEERKKIEHS EP�N �- PAGE DESCRIPTION Photo Inlays t M REVISIONS 7/7/14 0 7/14/14 Updated. II ©10/21/14 I Photo updated. • ©C py Ight2ecuntyS g All Rig0145nht,Resery d U ..1 a u reprotl,ct dspiay shall render the Infnnger Fable for up to 5154000 on Statutory Damages + _ ^" plus anocneys lees and costs,for each Ihngement,under the U S Copyright Act(17 U.S.C.4125504/ 3u • .. Th. ':yn s mended ro be nsta.M n ' xcordancewth Ne•equ•omen !A ', 5C^ '''' "" of die National Electrical e t and o o�e applicable o, :des.This inclucl«s plop«- a _ 9rwmdng arK:b dng of the sign APPROVALS Client Signature oOELEVATION — 35.5 x 35.5 = 1260.25 x 5% = 63.01 Landlord Signature Scale: None Note: No other existing signs on the building. DATE: 10/21/14 PAGE#: 1 of 3 DRAWING #: 14-ar361 r2p 4 ,..,,„ II SECURITY SIGNS U? J Quality Smce 1925 ,,�,° i2424 SEHolgateBoulevard Portland,Oregon 97202 t - ,\ 503-232-4172 fax 503-230.1861 V a— wwwsoturitysigns.com ' \ OR ccee tn;;=, :an sr-.,_evc:;cs !I NORTNWE TSISN COUNCIL End Views 0 59.14 Sq. Ft. Day View Night View 3M Dual Color PROJECT MANAGER Kathryn Caine 5-'5.. -5._5-I 17'-8" DESIGNER A.Rossi PROJECT NAME BOOKKEEPING " • M M r CAREER INSTITUTE 0 VI r N / LAsspcLAtEsH `° CX m End Views 0 59.99 Sq. Ft. W WALL DISPLAYS # ASSOCIATES INC PAGE DESCRIPTION 1,210 Scale: 3/8" = 1'-0" Wall Displays • CITY CODE 60.00 S Ft. ALLOWANCE q' Illuminated. REVISIONS Manufacture and install two (2)wall displays. Night View 7/7/14 O 7/14/14 Logo Channel Wraps Colors Layout revision. Faces: .177 White Lighting Acrylic with applied Digital Prints. •10/21/14 Trim Cap: 1" Jewelite, Black. • 3M Black Dual-Color Raceways. Returns: .040 Aluminum, 35" Deep, Black. White Lighting Acrylic/White Acrylic Backs: .063 Aluminum, pre-coat White. Illumination:White LED's. ■ 3M 230-22 Black Channel Letters 5e " Faces: .177 White Lighting Acrylic with applied 3M Dual-Color Black vinyl . ) +f Digital Prints CHANNEL LETTER RETURN Trim Cap: 1" Jewelite, Black. OCopyr All 2014 hts Res Security Signs,Inc. al Rights Reserved Returns: .040 Aluminum, 3" Dee Black. Black Jewelite/ Black Returns Unauthorized eprod and/or Deep, ■ 1"JEWELITE TRIM 11111/ orr°p toS lS0,000�n Statutory Damages Backs: .040 Aluminum, pre-coat White. / LED CABLE pl.attorneys fees and costa,for each infringement,under the U.S.Copyright ACRYLIC FACES i/ AaD,us.c..., Illumination: White LED s. PTM Fascia • MECHANICAL FASTENER REDUCER SNAP °'' r This sign is ,Handed to be installed m Channel Wrap— 'Associates Inc' BUSHING 11111Wal/ of m:National EI requirements code en'mo;'otheer oil NON-HARDENING applicable local odes The includes Proper Face: White Acrylic With applied 3M 230-22 Black vinyl. PRIMARY SINGLE POLE / WEATHERPROOF SEALANT grounding end bonding or the sign Trim Cap: 1" Jewelite Black. SWITCH SERVICE DISCONNECT Returns: .040 Aluminum, 5" Deep, Black. POWER SUPPLY %—` APPROVALS Backs: .040 Aluminum, pre-coat White. grim/ METAL OR FLEXIBLE CONDUIT Client Signature Illumination:White LED's. LED MODULES /l_ Landlord Signature Raceways: 5" Deep, paint to match fascia, verify color. DRAIN HOLE PRIMARY BRANCH CIRCUIT JUNCTION BOX/SERVICE DISCONNECT Installation DATE: 10/21/14 Wall Type: Concrete block. Mounting: Flush mount to building fascia with 3/8" shielded lags every 6' on center. Minimum of three (3). Channel Letter Section Scale: NTS PAGE#: 2 of 3 Power Supplies: Remote mount. Primary: One dedicated 120v/20amp circuit required per display. DRAWING#: 14-ar361 r2p t f 0 . • 'II' ��' ---- r' :t....' , _'aIr SIGNS r f ,,s — Quality Since 1425 � i — t:,4{+�- 24245EHolgate Boulevard I- °c f Xr ;I ' - iplr Portland,Oregon 97202 a'�f' 7`e� y Syr 503•232-4172 fax 503-230-1861 3t _ i _ , 1 . ��ar ,....—.,,�.... '-n... '•,4 w�,. .. -`., OR ccer tzzaoo WA SEC VR51020CF fir* O f`f ry A. ` x" M y "a Nsis, x sW'/ .r.-.�._.. M i rte,:14 _ 1. _,........_. i 1 . axreaTSter COUNCIL �L •-•-, s - MANAGER i , ,l ` ,`! ' PROJECT MAN w .... Y ap , era Kathryn Caine :. x , DESIGNER F r')► A. Rossi "r�ti �� + PROJECT NAME "'use r. r Y ...( M ' eV Q o o� ir p 't . ` - VI i• N 1_ , �f y ei 1 F LLI r7, 1 P .. ,:.ay ,..a '«+ " � _ if l� AGE DESCRIPTION • • i' ! ` ,....� ...a.. ' 7.- n;« Site Plan `I r' " -,�+ 4 1 r REVISIONS 7/7/14 . a e 1,,,,' C -�. •t s• kx x� > ? 0 7/14/14 � a Updated.N. � 4 • 4+ + § w r , t+ •- �n ►: # Q 10/21/14 y. •. �^ -tE Location updated. u ass rt - a 1 l: 111 � ^I r ., t sr • i{e� �(i y "4 y r - OCrp.e7yPiu:10 ght 2a145acurity S,gns Inc t4tres. `, w� j #, 5j Alti R to RP save r �9e,'.,`F ( + h »YS s \• , y'•v displall render the Infnnger 6abk a'" ,N4 4 dusiYO.000.nas�tW«yofm�k,"t .x4 �i :;1 ,n nnent.vnde�the use�ynsnt r; -. „. `�., 'vs� ,.•. Art lsc4tzasoa t P,I, Ths gn s mte d� ro b ed ""tot ♦ �y„ Y `� � 7i4 scco,dancewth thtr u,ertrM FA 600 .. y �R 'sp, : of�e Naema Elac[ncal Code d •h / \ 11Yw r� 4 ..-c r . *"4. ' - �y ss^ 1 EtY "' applicable local codes.Ths clWes p�opn i -�. .i` •f w-�` Y��, "� w '• � ys . • 9'ound ng and bondmq olfhe sign. ei, APPROVALS A Client Signature B SITE PLAN /1 Landlord Signature �1, Scale:None 111111F DATE: 10/21/14 PAGE#: 3 of 3 DRAWING #: 14-ar361 r2p