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Specifications /4230 Jul Pau/zc' tiy ,34p20/9- X 2?? 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 mphREC ::., Risk Category= II IVED Exposure Category= B OCT 1 6 2019 Sign Height= 20.00 ft(max) Topo.Factor,Kzt= 1.00 Direct.Factor,Kd= 0.85 CITY w.,R:; ?I'3AFID Corner Zone: No BUILDING DIVISION Resulting Parameters and Coefficients: Wall External Pressure Coefficients,GCp: GCp Zone 4 Pos.= 0.90 GCp Zone 5 Pos.= 0.90 GCp Zone 4 Neg.= -0.99 GCp Zone 5 Neg.= -1.26 No gap between sign and building +GCpi Coef.(PIP)= 0 zg= 1200 CCOED PROFF Kh= 0.70 \ ` G I NF qh= 13.16 psf =0.00256*0.7*1*0.85*120^2*(0.6,allowable) Qz•w �' 725 5PE c`,<\ Wall Pressure for Anchor Design: F= -13.03 psf =(-0.99)*13.16psf Sign Dead Load= 4.00 psf(max) fA ON o Appx.Weight= 244 lb =4psf*61.1 1.R, L° Fastener Capacities: l/ OSEPH QEF Tc= 195 lb 0 ✓ �� Vc= 140 lb EXPIRES: 12-31-2020 in in Max trib.area= 10.24 ft2 =1/(((13.03psf+4psf*4"/36")/1951b+4psf/1401b) Sign Geometry: Height= 4.20 ft(max) Width= 14.54 ft(max) %solid= 100% Area= 61.1 ft2 =4.2*14.54*100% Depth= 8.00 in add'1 ecentricity= 0.00 in Vert.Mount Couple= 36.00 in Space anchors around perimeter of sign #of fasteners= 6 required(min.) Fastener spacing= 74 in o.c.(max)along perimeter of cabinet,(14.54'*2+4.2'2)*12/(6 fasteners) 3/8" DIA. ROD W/ HILT! TOGGLER FROM SIGN Provide 0.375"dia.Rod with Hilti Toggler at 74"o.c.along perimeter of sign CABINET THROUGH (E) • SHEATHING, TYP AT '141-6 1/2" APPROX. LOCATIONS SHOWN 4'-6" ';So meStreet . 1* 9570 SW Barbur Blvd Project Name HomeStreet Bank Wall Signs Project# 191249 Suite One Hundred Portland,OR 97219 Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Tube Art Displays Inc Phone 503.246.1250 CONSULTING Fax 503.246.1395 GSD10/10/19 1 of 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. IN ACCORDANCE WITH SECTION 1704.2 EXECPTION 1, NO SPECIAL INSPECTIONS ARE REQUIRED FOR POST-INSTALLED ANCHORS AS THE LOADING IS A MINOR FRACTION OF THE CAPACITY OF THESE ELEMENTS. 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 2019 OREGON STRUCTURAL SPECIALTY CODE, BASED ON THE 2018 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. \4G N F� 725 5PE i rV'', ON o9q ,IRy os QEF JOSEPH MPS EXPIRES: 12-31-2020 iir Mb 4 9570 SW, Barbur Blvd Project Name HomeStreet Bank Wall Signs Project# 191249 Suite One Hundred PortlandOR 97219 Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Tube Art Displays Inc Phone 503.246.1250 CONSULTING Fax 503.246.1395 GSD10/10/19 2of3 www.miller-se.com By Ck'd 04 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 POST-INSTALLED ANCHORS 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. STRUCTURAL STEEL STRUCTURAL STEEL ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM A992 FOR W-SECTIONS AND ASTM A36 FOR ALL OTHER SECTIONS, PLATES AND BARS. ALL RECTANGULAR HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY=46000 PSI AND ALL ROUND HSS SECTIONS SHALL BE ASTM A500, GRADE B, FY = 42000 PSI. ALL STRUCTURAL STEEL PIPE SHALL BE ASTM A53, GRADE B, TYPE E OR S, FY= 35000 PSI. ALL STEEL IN CONTACT WITH ALUMINUM TO BE STAINLESS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. UNLESS NOTED OTHERWISE, ALL BOLTS TO BE ASTM A307 AND ALL ANCHOR RODS TO BE ASTM F1554 GRADE 36, WITH MATCHING NUTS. 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 PER RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) SPECIFICATION FOR STRUCTURAL JOINTS, SECTION 8.1. ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF PRIMER, EXCEPT SURFACES TO BE EMBEDDED IN CONCRETE OR MASONRY. EMBEDDED SURFACES SHALL BE FREE OF CONTAMINANTS. ALL ZINC (GALV.) COATINGS ON IRON AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO CONFORM TO ASTM A780. ALL EXPOSED STRUCTURAL STEEL TO HAVE ONE FINISH COAT OF RUST INHIBITING PAINT, COLOR BY OWNER. 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 ALUMINUM TO BE HOT DIPPED GALVANIZED WITH MATCHING NUTS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. NUTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. PRO F o � � 7255PEU111 . ' • i.•, ON oo 05 , � Q l,I JOS EPIA \*' EXPIRES: 12-31-2020 9570 SW Barbur Blvd Project Name HomeStreet Bank Wall Signs Project# 191249 gift Suite One Hundred Portland,OR 97219 Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Tube Art Displays Inc Phone 503.246.1250 CONSULTING Fax 503.246.1395 GSD10/10/19 www.miller-se.com By Ck'd elif Date Page 3 of 3 ENGINEERS