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Plans (15) 'Home Street Bank i Tigard, OR NOTES: �4ED PROFFS 1. SCOPE OF WORK IS FOR THE DESIGN �\�'��a�,tNEF.45,,6 OF THE CONNECTION OF PROPOSED tic 72_ 5P_ 4 AG WALL SIGN TO THE (E) BRICK WALL. 81 . 841 SQ 2. SEE PAGES S1 S2 FOR STRUCTURAL Q. E �•y 318"DIA ATR• TUBE ART GROUP q ✓e/ c;'� e0 with HILTI HY-70 NOTES. 9�f `4 a• 05,fi' ��? EPDXY(EMBED 3 118')5 onto. RECEIVED I 19'6" rOSEPN �� 4'0'o/dc masonry. 11715 SE 5th Seen 14'43" e.a..ue.WA 98005 EXPIRES: 12-31-231 9 o zZ'6s. OCT 7 2013 13-6^ 4'6" Fax 206 223 1123 CITY GF TIGARD 11 - Fabricated aluminum pan channel letters 11" Fabricated aluminum open pan channel letters. T„K br�,w.rt� ,.B[lIjeDING DNISION with formed white lexan faces. under Federal coprsnt La,� i � . — [ila I Paint letters interiors matte blue,exteriors black. {, Q,, ,°r� i / i------`' Letter returns will be a 3-deep mill finish silver Aluminum background and raceway, II channel coil. B Exposed neon will be single tube Horizon blue. paint matte black e' `°`�`"' 'IE• 5'' _ ._ MINIMUM LETTER STROKE IS 21/4'to allow for 300 housings.Letter stroke may need to be r------ ` : i adjusted slightly to accomodate. _ —. 1761 Homest Customer?Comber o"o o DP = 121167 C—fik il k N ^ I'Oa Quote Number N C9 r II� - Ili Aame CITY O TIGARD - Brian Replan Approved.. .( [vJ" ;__ _-- Kay cnristfllMeA)ae ;, Conditionally Approved. [ J Front View Fabricated acrylic brackets See Letter to:Follow [ ] . Scale:1/2- = 1'-0- will light on all sides. Attached [ L Section View A ®Section View B ?ermitNumber: F -Jr July 30.2°13 �• +r Scale: 1 i2 = 1' 0' Scale: 1!2" = 1' 0" re.. . r 11TH • a orl ILIRIP/—���'L r&MIL e1.' 1. September 11,2013 RL R2 l�I,a•.� y� . n.411M September 26.2013 RL R3 4.11ri■ � rawae Sign #2 Approved plans Home:_-,,i, One (1) single face wall signs with illuminated fabricated acrylic brackets, pan channel letters with formed lexan shall be on job sit. . — faces for "Home Street" copy. and dimensional "Bank" copy with exposed neon. OFFICE COP i I Approved ( ]Approved Wi •Changes?clod OA Fabricated aluminum pan channel letters with formed white lexan faces.Letter returns will be a 3-deep mill finish silver channel coil. 17'4-x 50•-0-= 866.6 sq.ft.- 1.77 sq.ft. = 864.8 gross wall area South elevation 1/16"=1'-0" © Aluminum background and raceway,paint matte black. Cuseorer: © Fabricated aluminum open pan channel letters.Paint letters interiors matte blue.exteriors black.Exposed neon will be single tube 15 %of gross wall Area= 15 X 854.8 = i 2 9.7 2 Proposed sign Area = 81.841 SO O . Horizon blue.MINIMUM LETTER STROKE IS 2 1/4'to allow for 300 housings.Letter stroke may need to be adjusted slightly to accomodate. 4- -- This copy will be on an expdosed raceway,paint raceway similar to brick background ci'a TBD * i; . — NOTE:Sign#, 1 &Sign#2 will be installed at the same height to grade. Ili -~--- X �- r� r °' HomeStreet Bank -_ HomeStreet BrLr_i [ l ■ ■ 16200 Southwest• c = Pacific Highava) Tigard,OR • Rich Black PMS 299C Mill finish silver Raceway color Matte finish Vinyl for brackets channel coil TBD y - 3M Olympic Blue 230-57 (Letter returns) 4J !II .,2,1415i Photo Overlay(Drive-Thru) South Elevation Scale:1/8' = 1'-0" ,. i-Iome Street Bank i Tigard, OR .�5��PNEFFss I 1 �.� ke F,p � 3/8"DIA.ATR. AG 12.-1 1/4' I EPDXY(EMBED 3 118") 52 P� . into trick masonry, O- O TUBE ART GROUP 4 : 60. 52 S Q "'-2 78' 4' % c / s warle OM-, ('�EIVED SE• p �, 3'-9' EPH�' :.A .9c, J �• I� ?J+223 7 i22 iil EXPIRES: 12-31-20 &,_ , OCT 7 2013 S I IiUG I UHAL aM. F 213+ CITY OFTIGARD I R NOTES: Bu=1GG DIVISION 6 k o 1. SCOPE OF WORK IS FOR THE DESIGN Tr Fe .r„ _. c c `■' N r -' OF THE CONNECTION OF PROPOSED • WALL SIGN TO THE(E) BRICK WALL. I I 2. SEE PAGES Sl-S2 FOR STRUCTURAL 1n1 NOTES. 121%3 51/4 ' j.„, nk o End Yew NSRTigu/RRli3r3 DScale:1/2*=1'-0" F r \ Brian Hopkins Front View Ka,CkristensenlR,ae Scale:1/2"= 1'-0'' fl cme`:�: Sign#3 Mk One single face wall sign with illuminated fabricated acrylic brackets,pan channel letters with formed lexan Z ,.I,30,2013 faces for"Home Street"copy, and dimensional"Bank" copy with exposed neon September 11,2013 RL R2 New sign to be installed into a triangular shaped peak.Note that the'Bank"copy may need to move slightly closer September 26,2013 RL R3 to the bottom of the"Home Street"portion of the sign-compared to the standard layout.Since Sign#1 and Sign#2(on separate page) - are both visible at the same time.keep the same baseline for the-Bank'copy,21/2'from the bottom of the peaks base. 17'-0"x 81'-6"= 1412.6 sq.ft- 147.5 sq.ft. =12651 gross wall area West elevation 1/16"=1'-0" • A Fabricated aluminum pan channel letters with formed white lexan faces.Letter returns will be a 3"deep mill finish silver channel coil. 15%of gross wall area= .15 X 1265.1 = 189.765 Proposed sign Area 60.52 SQ Aluminum background and raceway,paint matte black r I Approved Fabricated aluminum REVERSE pan channel letters.Open pan faces back.Due to the 4 . - 81'-6• I I Approved With Changes Noted narrow stroke of this letter,the housing for the neon tube will not fit,therefore the letter .0 . . OAL stroke was thickened,with the new thicker portion of the letter painted matte black. �,L :' , • - ''• •$,.. The copy's letter inegrity will remain blue,with surface applied single tube Horizon blue • ' - • • neon(exposed).MINIMUM LETTER STROKE IS 21/4"to allow for 300 housings. } i . };% . ......... ,, 1', , , —This copy will be on an exposed raceway,paint raceway similar to fascia background 'r ' ' .-. color TBD •"s 9-....: . 1-,.omo. ri :11eStreet 17'4" - [HomeStreet]Bank Rich Black PMS 299C Mill finish silver Raceway color I OAH Matte finish Vinyl for brackets channel coil TBD " 3M Olympic Blue 230-57 (Letter returns) `' 16200 Southwest --a.k, , Pacific Highway - e" . �,i ., yw y;r Tigard,OR b• ' "- Permits Photo Overlay West Elevation Scapa. 1 ii- = 1.-0' WIND LOADING ANALYSIS-Wall Components and Cladding Scope of work is for the deisgn of the connection of the wall sign to the existing structure only. RECEIVED Data: ASCE 7-10 or I 7 2013 Wind Speed,V= 95.00 mph Bldg.Classification= II (Table 1-1 Occupancy Category) CITY OFTIGARD Exposure Category= B BBUILDING DIVISION • Ridge Height,hr= 17.33 ft.(hr>=he) Eave Height,he= 15.00 ,ft.(he<=hr) Building Width= 81.50 ft.(Normal to Building Ridge) _Jr_ Building Length= 50.00 ft.(Parallel to Building Ridge) I� L J Roof Type= Gable (Gable or Monoslope) Plan Topo.Factor,Kzt= 1.00 Direct.Factor,Kd= 0.85 Enclosed?(Y/N) Y Hurricane Region? N Ai • Component Name= Siding (Girt,Siding,Wall,or Fastener) hr Effective Area,Ae= 42.75 ft2 (Area Tributary to C&C) he Resulting Parameters and Coefficients: 1( L Elevation Roof Angle,a= 327 deg. Mean Roof Ht.,h= 15.00 ft.(h=he,for roof angle<=10 deg.) ��c0 PRoF�s Wall External Pressure Coefficients,GCp: `���aGI NE ,i�s/O GCp Zone 4 Pos.= 0.80 GCp Zone 5 Pos.= 0.80 725 5P GCp Zone 4 Neg.= -0.89 GCp Zone 5 Neg.= -1.06 ti If z<=15 then: Kz=2.01' 15/g)N'2/a), If z>15 then: K(N(Note:z not 9)30•for Exp.B,Case 1) ny-'42, 'a .'�fl Q� 12 zg= 1200 t OSEM%. Kh= 0.70 (Kh=Kz evaluated at z=h) I= 1.00 (Table 6-1)(Importance factor) i EXPSRES: 12-31-2011{) Velocity Pressure:qz=0.00256'Kz'Kzt'Kd'V^2'I qh= 13.76 psf qh=0.00256'Kh'Kzt'Kd'VA21 (qz evaluated at z=h) ' Wall Pressure for Anchor Design Design Net External Wind Pressures: F= -12.24 psf • Sign Dead Load= 4.00 psf Fastener Capacities: Tc= 915 lb Vc= 1080 lb Max trib.area= 58.55 ft2 1/(((-12.24'-1+4•0"/(0.84'/2))/9151b)+4/10801b) Provide 3/8'dia.anchor bolt with Hilti Hy-70 epoxy(3-1/8 in.embed)for every 58.55 —• (t')(3•''7/Z)_ u`-I, S F sgft.of trib. 585E 1 t• hbrti.'Y ii-thn'ra�e`s�.0 te7e's r Il[Iter7Rtt write k�ruc s. tt' I `a:^:YA:l.^i;6-::s.nal:�i=}t'e:d'3. . 4,0 i LWr ietwn M te i 3'Eee;ra Lill ram korun.`aa;11 av ocrOY. '� ?act k:.es hlei"rave Sle.cts'4n 5a:k• -,. - I bt 3JO N%.r a 1.2 f^a ry Free is C: k 41 X. I a= � � f ` 7�1 i HomeStreet .in iiii;ke iz .at 9570 SW Ba,bur 5 Homestreet Bank Wall Sign 130859 Project Name Project #. Suite One IiLndred Partlard, OR 97219-5112 Location 16200 SW Pacific Highway, Tigard,Oregon MILLER Client Tube Art Group co'.s�_- ^:G (503)246-1250 , E .::_, •.__r s Fax: 246-1395 By TAK Ck'd__,L,.-vy'' Date 10/2/13 Page 1 of 1 A I 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. ��r6p PR0,4- �\o rvG1N64si0 252 r R• •. ti n i 9Q r, c �- !FSi l EP 6,p EXPIRES: 12-31-201 8570 S W 6a bur 9hd Homestreet Bank Wall Sign Project Name Project = 130859 A Su to One H;,ndred — _ Pvt ani, OP 97219.5.1 Location 2 16200 SW Pacific Highway, Tigard, Oregon MILLER Client Tube Art Group cor,suLT NG (503)246-1250 TAK i`i 10/2/13 E7,;,INEEAS Fax: 246-1395 By Ck'd `-'�� Date Page of `- 1 BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE, EFFECTIVE DATE JULY 1, 2010, BASED ON THE 2009 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA OCCUPANCY CATEGORY II WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 95 MPH IMPORTANCE FACTOR I,,= 1.0 EXPOSURE _ B CONCRETE/CMU 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. ���E.o PROFS �a GtNEF�s,° Z 252 - d 06-40,.. 0 9eFSl PN MA%, EXPIRES: 12-31-201'( I ;,_. ; ti, sa r • a Homestreet Bank Wall Sign Project Name Project # 130859 4 'e Cc, = e ma �... __, ,, =;z1 16200 SW Pacific Highway, Tigard,Oregon - - Location MILLER Tube Art Group Client c°'.s-'T '.s (503)246-1250 a s Fax: 246-1395 By TAK Ck'd ` './1, Date 10/2/13 Page =% of WIND LOADING ANALYSIS-Wall Components and Cladding Scope of work is for the deisgn of the connection of the wall sign to the existing structure only. E,,�11.x'E lrE� Inout Data: l V ll ASCE 7-10 T OCT 7 2013 Wind Speed,V= 95.00 mph Bldg.Classification= II _(Table 1-1 Occupancy Category) CITY OFTIGARD Exposure Category= B $BUILDING DIVISION Ridge Height,hr= 17.33 ft.(hr>=he) Eave Height,he= 15.00 ft.(he<=hr) Building Width= 81.50 ft.(Normal to Building Ridge) _z_ Building Length= 50.00 ft.(Parallel to Building Ridge) I k L .I Roof Type= Gable (Gable or Monoslope) Topo.Factor,Kzt= 1.00 Plan Direct.Factor,Kd= 0.85 Enclosed?(Y/N) Y Hurricane Region? N Component Name= Siding (Girt,Siding,Wall,or Fastener) hr Effective Area,Ae= 42.75 ft2 (Area Tributary to C&C) he Resulting Parameters and Coefficients: - I( L Elevation Roof Angle,8= 327 deg. Mean Roof Ht.,h= 15.00 ft.(h=he,for roof angle<=10 deg.) ���0 PRO . Wall External Pressure Coefficients,GCp: ■3 �li�GtNE�'Q`r/0 GCp Zone 4 Pos.= 0.80 a S2 GCp Zone 5 Pos.= 0.80 rE 725 5P ta GCp Zone 4 Neg.= -0.89 / GCp Zone 5 Neg.= -1.06 • G If z<=15 then: Kz=2.01'(15/zg)N2.'a), If z>15 then: Kz=2.01*(z/zg)^(2Ja) CI ✓ la . �� ' a= 7.00 (Note:z not<30'for Exp.B,Case 1) IFS/�SEPH MP�QJ zg= 1200 Kh= 0.70 (Kh=Kz evaluated at z=h) I= 1.00 (Table 6-1)(Importance factor) f EXPIRES: 12-31-2011{) Velocity Pressure:qz=0.00256'Kz'Kzt*Kd'V 121 qh= 13.76 psf qh=0.00256'Kh'Kzt'Kd'V^2'I (qz evaluated at z=h) - Wall Pressure for Anchor Design Design Net External Wind Pressures: F= -12.24 psf Sign Dead Load= 4.00 psf Fastener Capacities: Tc= 915 lb Vc= 1080 lb Max trib.area= 58.55 ft2 1/(((-12.24'-1+4'0'/(0.84'/2))9151b)+4/10801b) LProvide 3/8'dia.anchor bolt with Hilti Hy-70 epoxy(3-1/8 in.embed)for every 58.55 I-, (.t')(5•rt.7/Z)= U.5 SF gft.oftrib. 585E 1 , ,4.5- 0-c„. i l ry aIIdeni 7 y2i 4�i'. - 11' I FiYCYl:t`.''Nun ow Pal am,'ou.3. r+IT lerneC Id kan 4:es. lfW,r&r,s M N 17-daay ml L4$h iAx A1ati[Fa EaCYg:o1 tta raca+7y, ar I Pan[ ..ct kWsbi mma Wt.ration lladL a� cot rGart.5apebhea P.T " it = '. alt wne u� sTnolLs a 21/4' . -, 'or 370 tazacs.Lew Mkt mri neae=In T� aShWe7 sayer Y a:came?rae. �. 'i ome treet ir, , . 4 �� 1 I I •,, _ _ 9570 SW Barbur Blvd Homestreet Bank Wall Sign .0:11 Project Name Project # 130859 Suite One Hundred Portland, OR 97219-5412 Location 16200 SW Pacific Highway,Tigard,Oregon MILLER Client Tube Art Group CONSULTING (503)246-1250 �r--�� E N G I N E E R S Fax: 246-1395 By TAK Ck'd' --""`� Date 10/2/13 Pape 1 °f 1 IF_ 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. ����xx GtNE�p PROFFs _,,)• •• h <0 ,p�i0 tZ 252 • 77 Rr •, ti 1)! '41i a.'- �P eSj E P11 K AYO EXPIRES: 12-31-20141 °b70 SW Ore 6arhbur undred BF+d Hemestreet Bank Wall Sign Project Name Project # 130859 M Su to MI Location Po yard, OP 97219-54'2 16200 SW Pacific Highway, Tigard, Oregon tv1 I L L E R Tube Art Group Client CONSULTlNC (5031246-1250 B TAK Ck'd :_" " Date 10/2/13 Page - of 2.. Er,ci��eeRS Fax: 246-1395 By ge IFF . BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE, EFFECTIVE DATE JULY 1, 2010, BASED ON THE 2009 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA OCCUPANCY CATEGORY II WIND DESIGN DATA BASIC WIND SPEED(3 SEC GUST) 95 MPH _ IMPORTANCE FACTOR Iw.= 1.0 EXPOSURE B CONCRETE/CMU 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. 4(1¢0 PROFS 252 - d t15.J1;.;O/ ny1 o� P JQQ J� PH 1,1 0. EXPIRES: 12-31-201'( , e;re sa Bar a Homestreet Bank Wall Sign Project Name Project f 130859 :e One ruid'ed or 97219-54'2 Location 16200 SW Pacific Highway, Tigard, Oregon MILLER Tube Art Group Client (503)246-1250 iL •.__=R s Fax: 246-1395 By TAK Ck'd 'J '- Date 10/2/13 Page - of