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Plans (103) . . ITEM0 SELF CONTAINED CABINET, 8►, LISTED SIGN OR SIGN SECTION(CONSISTS OF FRONT LIT CHANNEL CABINET, 22,...6 I, L.E.D.STRIPS,AND FLEX FACE WITH RETAINERS)SUITABLEFDR DAMP, ® ACCESS(DOOR)FOR POWER SUPPLIES WET OR OUTDOOR LOCATIONS /�` REMONN RSWERPRO F F OUTDOO41 911Fy��war ?MIL III HREAD ANGLE 1/2'ALUMINUM # VA, REDHEAD BOLTS THUR-BULL'S INiO A wilmil HORROHTALPURLIN FLEXFACEELECTRONIC POWER SUPPLY 14.5" ALUMINUM RED RETURNS It ALUMINUM BACKER 1.1/2'RETIANER iiI1 /_ „ INSULATING SLEEVE PRIMARY ELECTRICAL SO 4 600? ('h IN.MIN.WATERPROF CONDUIT) 4,_6,, RCE I L E D STRIPS(12 VOLTS DC) ',�I NEC 6W-1810.21 L---I SECURED TO BACK PANEL 3.751 W/V.H.B.CLEAR TAPE 1/4'AWMINUM FIAT BAR WELDED TO BACKER 41/ VELUM FOR NFPORI IM°PUNTER) I 0000/ 1.11Y C1-1R-ALMON SOUAAENBElaw WALL) 3I ■ `' V DRAIN HOLES 101 .25 SQ. FT. OUTDIF USED IN WET,OR OUTDOOR 114'LAGS INTO LOCATIONS 2'X 4'STUDS WALL VARIES IN - //®'� - - THICKNESS AND MATERIAL LISTED SIGN OR SIGN SECTION(CO - 'ONT LIT CHANNEL LETTER, L.E.D.STRIPS,AND P , "TH TRIM CAP)SUITABLE FOR DAMP,WET ,I. 14' O//IT OROUTDI B' BNS ,,a Ii 5ll orroore 1/4'XY NYLON ANCHORS D D "V111m. LE.D.STRIPS PRIMARY ELECTRICAL SOURCE 2'-O" . - - (12 VOLTS DC) �® ��-NEC 600.5 IIE PLASTIC FACE 12 YOLTS DC FOR LE.D UN05, W/TRIM CAP SECONDARY WIRE,#18 AWG CABLE. ONDING IUMPER -LISTED SIGN SECTION(CONSISTS OF CLASS 2 TRMSFORMER • " . FT AND ENCLOSURE)SUITABLE FOR OUTDOOR LOCATIONS. INSULATING SLEEVE GROUNDED ENCLOSURE,ACCESSIBLE.NEC 6W L 600.6(EXI)(P),600.7, 111#4 .U 600-8,600-9(d),60A-118600-23 LISTED DISCONNECT SWITCH 11 24 _$�� �D h ._. NEC 1103(8),600-6 la T.' Ai i® gyp{ - -\- or L J -\I- p/ II2 O ❑ AI © i ... - 1{,/ r/Q• FTi r L... ...,.,, 'a,,,,.' D DRAIN HOLES i WIF USED IN DAMP,ET,OR OUTDOOR FASTENERS AS REQUIRED BY LOCAL JURISDICTION LOCATIONS AA , ® WALL VARIES IN THICKNESS AND MATERIAL DATE 12/10/17 CUSTOMER 4 WHEEL PARTS CUSTOMER APPROVAL PAGE L'. DRAWING # 11745 SW PACIFIC HWY SUITE B LANDLORD APPROVAL DRAWN BY RD TIGARD, OR 97233 REVISIONS JOB # SALESPERSON DC 6wg,)0f -‘00(-1,-- WALL SIGN DESIGN / 1 ` v` ��r�64 L �� 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= 30.00 ft CONTINUOUS L2x2x1/4 ALUM. Eave Height,he= 30.00 ft ANGLE W/ 1/4" SIMPSON SDS x Building Width= 75.00 ft(Normal to Building Ridge)- 3 1/2" LONG INTO SOLID WOOD Building Length= 75.00 ft(Parallel to Building Ridge) FRAMING AT 3'-0"O.C. Topo.Factor,Kzt= 1.00 Direct.Factor,Kd= 0.85 22'-6" Corner Zone: No Resulting Parameters and Coefficients: Roof Angle,9= 0.00 deg. __�_ _WM e NM MN Mean Roof Ht.,h= 30.00 ft _r- __ _- 14 s° Wall External Pressure Coefficients,GCp: 4'-6�� -` GCp Zone 4 Pos.= 0.90 ` - Aft 11311111.= u GCp Zone 5 Pos.= 0.90 / 3.75^ GCp Zone 4 Neg.= 0.99 miiimii-ommi GCp Zone 5 Neg.= -1.26 ' a= 7.00 101.25 SQ.FT. zg= 1200 SIGN ELEVATION (N.T.S.) Kh= 0.70 qh= 13.16 psf =0.00256*0.7*1*0.85*120^2*(0.6,allowable) Wall Pressure for Anchor Design: F= -13.03 psf =-0.99*13.16psf Sign Dead Load= 4.00 psf(max) Fastener Capacities: Tc= 550 lb =172*2*1.6 t�Ei PROF Vc= 544 lb =340*1.6 � G t N k• /� offset= 2.00 in 4' 725 5PE - vertical couple= 1.00 in Max trib.area= 16.64 ft2 =1/(((13.03+4*2"/(1*/2)))/550.41b+4/5441b) i Sign Geometry: y t„4 `1' 1.0N o Height= 4.50 ft(max) y tit Width= 22.50 ft(max) 'q6.i R y 0 5 , � solid= 100% ✓OSEPH MP`s Area= 101.3 ft2 =4.5*22.5*100% Space anchors around perimeter of sign EXPIRES:12-31-2018 #of fasteners= 7 required(min.) •Fastener spacing= N/A . Fasteners Used= 16 Provide 1/4"SDS Screws with 1"wide spacer for every 16.64 sqft.of sign area(16 fasteners used) with a max of 2"from the structural support to back of the sign 9570 SW Barbur Blvd 4 Wheel Parts Wall Sign 180309 Art Project Name Project# Suite One Hundred Portland,OR 97219 11745 SW Pacific Highway Suite B, Tigard, Ore on Mk Location g Y 9 9 Client Security Signs MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 EWA ell 3/2/18 1 of 3 www.miller-se.com By Ck'd Date Page ENGINEERS 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. ���D PROFFss/ ,,G 1 N FF O -- X725 5PE ' GS 4ter ,'. .ON o_O") ,„ F,R y o a , ti�. JOSEPH Ma`' EXPIRES:12-31-2018 9570 SW Barbur Blvd Project Name 4 Wheel Parts Wall Sign 180309 4 is Suite One Hundred Project# Portland,OR 97219 11745 SW Pacific Highway Suite B, Tigard, Oregon Location 9 Y 9 9 Client Security Signs MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 EWA � 3/2/18 2 of 3 www.miller-se.com By Ck'd Date Page ENGINEERS 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 - ALUMINUM - ALL STRUCTURAL ALUMINUM SHAPES AND PLATES TO BE 6061-T6. ALL WELDS TO USE [4043] [5356] 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 ALUMINUM 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. \CC%EDtPROF�ssN /o '' 725 5PE vykat,.• :ON occ,' Rv 0b � JOSEPH MPS EXPIRES:12-31-2018 9570 SW Barbur Blvd Project Name 4 Wheel Parts Wall Sign 180309 Suite One Hundredes Project# Portland,OR 97219 11745 SW Pacific Highway Suite B, Tigard, Ore on Location 9 Y 9 9 Client Security Signs MILLER Phone 503.246.1250 CONSULTING Fax 503.246.1395 EWA 3/2/18 3 of 3 Page By Ck'd Date ENGINEERS