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Report ,r. 3t'IP202/-())28� OFFICE / )(A55 g/2 3u/2 20 WALL SIGN DESIGN Connection to 24 ga corrugated metal Scope of work Is for the design of the connection of the wall sign to the existing structure only. See last two pages for structural notes_ ASCE 7-16-Components and Cladding Wind Speed.V= 96 mph Risk Category= II . Exposure Category= 13 Sign Height= 20.00 ft(max) Typo.Factor,Kzt= 1.00 Direct.Factor,Kd= 0.85 ��p PROFC`(1 Corner Zone:No Un Resulting Parameters and Coefficients: � G 1 N - r/ WaGGp Zone 4l External rPosure C Ait O 90ents,GCp: Q. 'P GCp Zone 5 Pos.= 0.90 725 PEOlt GCp Zone 4 Nog._ -0.99 GCp Zone 5 Neg._ -1.26 i_�L a= 7.0Dv gy' i7:0N 0 zg= 1200 tiCt '1 Kh= 0.70 Q qh- 8.4 pot =0.00256'0.7'1`0.65.96"2•(D.6,allowable) .1 R Case 1,F(-)_ -9.6 pot =(-0.99)'8.4paf 'OSEY 08 PH et* Case 2,F(e)= 7.6 psf =(0.9)'8.4pst Sign Geometry: Height= 2.67 ft(total) EXPIRES:12-31-2022 Width= 20.00 ft(max) %solid area= 100% Area= 53.3 R' =2.67'20'100% Sign Thickness= 9.00 In(channel letters or cabinet) Sign Dead Load= 4.00 psi(max) Apex.Weight= 213 lb =4ps1 53.3 Vertical offset= 0.00 In(positive#denotes centroid of sign above centroid of connection) No offset,sign flush to surface. I fastener couple= 24.00 in(vertical) R E C E I V E `' Total#of fasteners= 18 (minimum) 60% of fasteners resisting tension due to eccentricities(along top of connection) V,fastener= 12 lb =2131(18 fasteners) 2 91 Mt....case 1= -7D99 in-lb =-9.6'53.3'(24"12)-213'(9'72) NOV 3 2021 R,upper,case 1= 33 lb(tension)=7099/24'7(18 festeners'50%) Mer,case 1= -5182 in-lb =-9.6'S3.3'(24'12)+213'(9'Y2) 'CITY OF TIGARL ' R.lower,case 1= 24 lb;tension-(518224"y(18 fasteners'50%) M,w,,,.case 2= 3902 in-lblb =7.6'53.3'(18fasteners'"12) BUILDING DIVISION, R,upper,rase 2= 18 Ib(tension).390224"/(18 fasleners'S0%) Mt..case 2= 5819 in-lb =7.6'53.3'(24"/2)+213'(972) R.lower,case 2= 0 lb no tension occurs along lower support s finish thickness= In(non-structural) a d.of pipe spacer= In add)tension= 0 lb T,fastener= 33 lb V,fastener= 12 lb Wall Cons.'Metal Cladding/Light Gage Studs Fastener Type.Set Driliin Screws in 24ga material Fastener Size: #12 in Tc= 66 Ib>33OK50% (18)#12SDS SCREWS ATAPPROX vy= 10e Ib>12OK11% LOCATIONS INTO 24GA MIN MATERIAL 0.61 r1.00 OK Use#12"Self Drilling Screws In 24ga material to Metal Cladding/Light Gage Studs 1 20'-0' fir * • It * *STEEMER®O Project Name Stanley Steemer Wall Signs Project# 211622 ILLER _.-- �" CONSULTING Location 10655 SW Greenburg Road, Tigard, OR MaENGINEERS Client Meyer Sign Company of Oregon 96U0 SW Oak St 0400 503.246.1250 Portland,OR 97223 miller-se.corn By GSA 11/19/2021 1 of 4 .. Ck'd Date.._ Page —__ WALL SIGN DESIGN Connection to Dryvit Scope of work is for the design of the connection of the wall sign to the existing structure only. See last7-two pCogeston structural is and dotes. J PROb" ASCE 7-76-Components and Cladding J Wind Speed,V= g6 mph Risk Category= ii ti �G I N E F 42 Exposure Category= B Sign Height= 20.00 ft(max) �`'725 PE/' Topo.Factor.Kzt= 1.00 Direct.Factor,Kd= 0.85 Corner • Zone:No Ate/ Resulting Parameters and Coefficients: I 7. 7F SN �p Wall External Pressure Coefficients,GCp. 'V GCp Zone 4 Pos.= 0.90 ,t'R Y 0 8 GCsZone 4Neg.= 0.90 JOSEPN ltP`�t GCp Zone 5 Neg._ -1.26 a= 7.03 zg= 1200 EXPIRES:12-31-2022 Kh= 0.70 qh= 8.4 of =0.00256'0.7'1"0.85'96^2•(0.8,allowable) Case 1,F(-)_ -9.6 of =(-0.99)•8.4pst Case 2,F(+)= 7.6 psf =(0,9)"8.4paf Sign Geometry: Height= 2.67 ft(total) Width= 2000 h(max) %solid area= 100% Area= 53.3 ft' =2.67'20'100% Sign Thickness= 9.00 in(channel letters or cabinet) Sign Dead Load= 4.00 of(max) Appx.Weight= 213 lb =4psf 53.3 Vertical offset= 0.00 in(positive#denotes ceramic'of sign above Centroid of connection) No offset,sign flush to surface. MOM fastener couple= 24.00 in(vertical) Total ft of fasteners=®(minimum) MEM of fasteners resisting tension due to eccentricities(along top of connection) V.fastener=MEM lb =213/(12 fasteners) • case 1= -7099 in-lb =-9.8.53.3'(24"l2)-213•(9"l2) R,upper,case 1=MEM lb(tension)=7099/24"l(12 fasteners'50%) Mt,p,case 1=MI in-lb =-9.6`53.3'(24"/2)+213'(9"12) R,lower,case 1=01b tension=(5182/24'i/(12festeners'50%) • case 2= 3902 in-lb =7.6.63.3'(2472)-213'(97/2) R.upper,case 2=®lb(tension).3902/24'1(12 fasteners'50%) Mi..case 2=d�c r In-lb =7.6'S33•(24"2)+2131972) R lower,case 2=min lb no tension occurs along lower support finish thickness= in(iron-structural) o.d.of pipe spacer= in add'I tension= 0 lb T,fastener= 49 lb V,fastener= 18 lb Wall Const Gypsum Fastener Type:Haft To..ler Fastener Size:KNEE in Tc=um.lb>49 OK 34% Vc=MIN ib>18 OK 18% 0.52<1.9ooK Toggles to Gypsum Use 6.375"HI (12)3/8"DIA TOGGLE BOLTS AT HIM APPROX LOCATIONS --20-0" i l sTADILEy STEEMER co • • • Project Name ..Stanley Steemer Wall Signs Project#_211622 MILLER -__ CONSULTING Location 10655 SW Greenburg Road,Tigard, OR • ENGINEERS Client Meyer Sign Company of Oregon 9600 SW Oak St#400 503.246.1250opt Portland,OR 97223 millet-se corn By GSD Ck'd__ Date_11/19/2021 Page 2 of 4 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.ANALYSIS FOR MOVEMENT DUE TO VORTEX SHEDDING OF WIND FORCES IS NOT INCLUDED IN THE SCOPE OF WORK. IF MOVEMENT CAUSED BY VORTEX SHEDDING IS A CONCERN,WIND TUNNEL TESTING OR OTHER ANALYTICAL MODELS SHALL BE UTILIZED TO EVALUATE THE STRUCTURE. A 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. f* PROFFs Ch�S +G NEA4Q 725 PEA I 411 • F R IN y pe ti�k JOSEPN Ok.kk EXPIRES:12-31-2022 Project Name Stanley Steemer Wall Signs Project# 211622 MILLER 111111 CONSULTING Location 10655 SW Greenburg Road,Tigard,OR ENGINEERS Client Meyer Sign Company of Oregon 9600 SW Oak St#400 503.246,1250 GSD 11/19/2021 Portland,OR 97223 miller-se.com By Ck'd Date_ Page_ 3 of 4 _ • DESIGN LOADS 4.1) PROFF�' THE FOLLOWING ARE THE DESIGN REQUIREMENTS: \ ac, t N F �/p STRUCTURAL DESIGN CRITERIA 725 PE RISK CATEGORY II � WIND DESIGN DATA r �� 3'�N ryo BASIC WIND SPEED(3 SEC GUST) 96 MPH �Q��� EXPOSURE B ✓OSEPH\ EXPIRES:12-31-2022 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 HOT DIPPED GALVANIZED 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 BE HOT DIPPED GALVANIZED 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. ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS) D1.1 USING E70XX ELECTRODES. WELD LENGTHS SHOWN ARE EFFECTIVE AS SPECIFIED PER THE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). WELDING SHALL BE PERFORMED 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 SHALL RECEIVE THE SAME FINISH COAT AS THE MEMBER BEING WELDED. 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. • Stanley Steemer Wall Signs 211622 MILLER Project Name Project#MIS CONSULTING Location 10655 SW Greenburg Road,Tigard,OR ENGINEERS Client Meyer Sign Company of Oregon 9600 SW Oak St#400 503.246.1250 GSD ��` 11 19�2 021 Page— 4 of 4 Portland,OR 97223 miller-se.corn By Ck'd .__ Date 60 4I� SELF CONTAINED NON ILLUMINATED - WALL SIGN - FLUSH MOUNT DRYVIT WALL PROVIDE ICE&WATER SHIELD DOUGHNUTS AT ALL BUILDING PENETRATIONS.USE MULTIPLE LAYERS TO ENSURE TIGHT SEAL TO BUILDING. 1 1/2"X 1 1/2"X 1/4"ALUM.ANGLE FRAME .063 ALUM.SKIN 3/8"TOGGLE BOLT IC ATTACHMENT TO BUILDING STUD WITH SPACER TYPICAL FOR ALL SIGNS 1/2" / 5/8\ EIFS SIGN GYPSUM PLYWOOD BAND TRIM BOARD WALL STUDS (5/ tP42 ) S/F CABINET ON METAL SIDING PLYWOOD SHEATHING 2"x6"WOOD STUDS @ 16" O.C. CORR. MTL. SIDING 1 I 410).• 1 3/8" Toggle Bolts * ALUMINUM CABINET INTERNAL I 'h"x11"x3/16" ANGLE ALUM STRUCTURE (p3 I I 1÷ I_ SIGN FACE (NTS)