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Plans (8) RECEIVED _ `- co 1 A =-0 OCT 21 2013 -0 274 ' JII — m o p CITY OF TIGARD r 4-5 I I EQ l l Q llU ■■.. ITEM I ell ILDING DIVISION . O `. 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APPROVED �� --- ----o----_-_-__ -_-_-_-rr r r r____-_rr_-mm____r-_i11r__-••__r . U J a- _---r--_-_r_rr--_-_-_-r_r_r_---_-_-_-r__ PARTIAL NORTH ELEVATION(RIGHT)-SCALE 3/32"=11-0" IIEMO B I SNAG E 0 I ITEM 3 '9K(`ji y1.� CON■ULTINB puma J {Vl IiEMO �M® PERMITS/VARIANCES -MM SAFEWAY U . _ DESIGN = _________ ______ _ ___ __ __ __ _ PROJECT �1■ r.... - MANAGEMENT =� I Iieei■sell CORPORATION 000 - - l CS SIGN CORPORA PO Box 50727 -'- --- -••• BELLEVUE, WA. 98015 NORTH ELEVATION-NTS / f�����,/�J�/1J — VOICE: (2061949-7050 K �,,�(�� qJ�'�� 1 FAX: 12061 453-3017 c • • H • BA L I RECEIVED } 9 6"2- NOV 18 2013 IMMO ITEM O I - of CITY OF TIGARD R E I M ` e S BUILDING DIVISION r iiiE r o 1(601±-s `In�, SAF-48-VRTCL-LED 6.4* CO V ~ Airm It a � � o 4D LL ce zicii e Q Q 22'-93/4' 1 1 r 0 1/4 LAO SCREWS IN SHIELDS-40R. / SPECS MINIMUM FOUR PER Lt It/4 3"I 000(MIN)ALUMINUM LETTER RETURN&FACE WALL EL 8'ALUMINUM VOLLL9E ` EX RUSON RETURNa '._ X— Date:g_19-09 ' P/_,�:A / ■ CLEAR IFXAN BACK I O Approved +r -�� iir w11RE PIEocuAE RACE----.; WHITE re' W/TRANSLUCENT OVERLAY p® 1 ���YYY EVERY S--0'ON CENTER . 1 NNYL OVERLAY t 2-14 OA WIRES PER •S'TD BE WHITE—.- 4-1D4010LIR E n5—I,0 I LETTER THROUGH WALL SHKTW-THRU PWOOLA9 MIL TRANSFORMER I Signage Consulting 4 PASS THROUGH CONDUfr Permits/Variances WHITE LID EVERY r AND 3 1/r ON CENTER - is Design f- ----12 VOLT POWER SOURCE ATTACHED TO Purchasing COMTI11UOtx9 9tLK:WE INTERIOR WALL FRAME Project Management 11e SCREWS IN SHIELDS OR am +4—TOGO TS AS NEEDED R'TPI ♦ I C.S.Sign Corporation MINIMUM R PER LETTER ` - IT V PRIMARY FEED PO Box 50727 L WEEP �' T COUNTER-SUNK Bellevue.WA 98016 --1/4'WEEP HOLES AS NEEDED Voice:(208)949-7050 TYRCAL LED ILLUMINATED LOGO SECTION POE VIEW �1 TYPICAL 12 YOU LED REVERSE B.LUMwATEO LETTER SECTOR SCALP t• 1'd Paz:(426)881-9694 1 'I lip. (1L'0 cj . . .. ' < T i i MEMO ITEM O M I E N smuip 3'.10' I rr0 13'-10' ' M`...11 2.- 3.-3. ' r.. co ����i�V tQ >. 4* 18'-2' 'PHARMACY'HALO ILLUMINATED LETTERS&LOGO SCALE:12'=1-0. O COLOR&MATERIAL SCHEDULE INU LETTERS&LOGO Cil 3'DEEP FABRICATED ALUMINUM REVERSE CHANNEL LETTERS 11/2• 114'LAO SCREWS IN SH 1EIDSDR PAINTED POUSHED BLACK FACES&RETURNS: .090 ALUMINUM — Tera' �s N` DS4 BACKS: CLEAR LEXAN 3' i (MINIMUM NI PER L��1 L9 ILLUMINATION: WHITE LED.HALO ILLUM ZNAT1ON. 1 I (MIN)ALUMINUM L/TIER RETURN&FACE N r LE.D.MOUNTED EVERY 4'AND 3.1/2'ON CENTER. ATTACHMENT: MOUNTED TO FASCIA USING 1 lit'STAND-OFFS. CLEAR LEXAN BACK TITLE: '/,r WAID HR E3-1 DO.N E VCEERNY T E4-R SPECS 2.14 G0.WIPES PER LETTER THROUGH WALL Date'8-1 9-09 ( '_... .mall -- PASS THROUGH CONDUIT Approved T 12 VOLT POWER SOURCE ATTACHED TO INTERIOR WALL FRAME I 1 - 1,0„,.PRIMARY FEED Smogs Consulting Permits/Varlaaees 114-WEEP HOLES AS NEEDED Design PureLtatng WALL Project Management TTHCA112Va'llOPEIlWa/NT®L21701 MEM SCALE 1-•1•41' -- - C.S.Sign Corporation PO Sox 50727 Bellevue,WA 96015 Voice!(206)949-7060 Pax:(425)661-9594 f • • • , e b r k. ...... • ITEM - 111111111 •� ' (� q . ITEM .. I - � o , �J�/I/ P ',,I f J. 3 -• _`'- • Y SITE PLAN O° { Y.- ~-.•. •• r llcir ® �`t, `Cj._ ® ` :7 fir. .. 1 ..- _-• Q Z,14 r•� ID j ! °Pee TO awn./�• .a •. __ l•;'',Thl e . Illaltimmo e. 1't • • t. i `_1, Lei,oroarx - _ ® il?Fl twqm. j ,k ,. \k " _ 11,,e) TITLE: ' ��. ;�LI 0.4 — �� ` --€ SITE PLAN – �Q' . ,r a,.�� DATE: EXISTING .z..: _ �� wM�: 1 ❑ oe 1 3 / _ _ 1P4Y •� 4--`•• 7W5 pOlgrQy� i APPROVED � � 7• fk7.Gf f - SAFEWAY 1 - 0 I b ` ca I 1478 "" = ?1 f I J - � .-y , • ♦ ,; 5IGNAGE ! CONSULTING ° .� I , , �a PERMITS/VARIANCES iii a�• DESIGN I 1 ! .. --' w 1 ] I \ / I PROJECT.._.. i I .� 11 � MANAGEMENT —-_ I ---.'- __�•�.. �. �..-»-..•--..- .—- I , CS SIGN CORPORATION - i '. • •• PO Box 50727•�-•I L. BELLEVUE,WA. 98015 VOICE:(206) 949-7050 FAx; (206) 453-3017 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. CHANNEL LETTER SET • ASCE 7-05 Wind Speed,V= 95.00 mph Bldg.Classification= II (Table 1-1 Occupancy Category) 9-512' Exposure Category= B ^_ Ridge Height.hr= 30.00 ft.(hr>=he) Eave Height,he= 30.00 ft.(he<=hr) Building Width= 200.00 ft.(Normal to Building Ridge) Building Length= 200.00 ft.(Parallel to Building Ridge) Roof Type= Monoslope (Gable or Monoslope) Topo.Factor.Kzt= 1.00 Direct.Factor,Kd= 0.85 Enclosed?(Y/N) Y 6-8' Hurricane Region? N Effective Area,Ae= 14.0 ft2 (Area Tributary to C&C) Resuttina Parameters and Coefficients: Roof Angle.8= 0.00 deg. Mean Roof Ht.,h= 30.00 ft.(h=he,for roof angle<=10 deg.) Wall External Pressure Coefficients,GCp: GCp Zone 4 Pos.= 0.88 F71- GCp Zone 5 Pos.= 0.88 GCp Zone 4 Neg.= -0.97 GCp Zone 5 Neg.= -1.21 If z<=15 then: Kz=2.01115/zgy(2/a), If z> 15 then: Kz=2.0r(z/zg)(2/a) �cEO PRQcc . zg= 1200 (Note:z not<30'for Exp.B.Case 1) �G� G 1 NE��tfrjOy Kh= 0.70 (Kh=Kz evaluated at z=h) kr 725/.P fira I= 1.00 (Table 6-1)(Importance factor) Velocity Pressure:qz=0.00256'Kz'Kzt'Kd'VA2'I • qh= 13.76 psf qh=0.00256'Kh'Kzt'Kd'VA2-t (qz evaluated at z=h) O' ,� Wall Pressure for Anchor Design -'26✓8 a -'26 p�0• Design Net External Wind Pressures: � y ...1°%) F=( -13.30 psf JOSEPV1 Sign Dead Load= 2.50 psf I EXPIRES: 12-31-201111 Fastener Capacities: Tc= 230 lb Vc= 160 lb offset= 0.00 in o.d.of spacer= 0.00 in Max trib.area= 13.61 f9 1/(((-13.3'-1+2.5'0'/(0'/2))/2300+2.5/1601b) Provide 112'dia.toggle bolt for every 13.61 sqft.of trib. (62. VT'-)/(/5.61 FT`//Soo- =6.02 usE (&)>' ' 4;z5 P0wERs -ASTErv€eS TOGGLE riot TS PTO (C) pLY•.roor> 9570 SW Barbur Blvd Project Name Safeway Logo Wall Sign Project # 130991 Suite One Hundred Portland. OR 97219-5412 15570 SW Pacific Highway, Tigard, Oregon Location • MILLER Client Security Signs ' CONSULTING (503)246-1250 ALB 11/19/13 I of 3 ENGINEERS Fax: 246-1395 By Ck'd Date Page 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 2010 OREGON STRUCTURAL SPECIALTY CODE, EFFECTIVE DATE JULY 1, 2010, BASED ON THE 2009 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. � , O PROAk. lir 72 5-.'s?' Ai V. e.N F H MA.O 1OSEP EXPIRES: 12-31-201'l . MI Portland.SW Barbur 9Btua Safeway Logo Wall Sign 130991 Project Name Project # Suite One Hundred Portland, OR 91215412 15570 SW Pacific Highway, Tigard, Oregon Location MILLER Client Security Signs ` CONSULTING (503)246-1250 ALB , G 11/19/13 a of ' ENGINEERS Fax. 246-1395 By Ck d "i Date Page 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 STRUCTURAL STEEL STRUCTURAL STEEL ALL STEEL IN CONTACT WITH ALUMINUM TO BE STAINLESS OR HAVE A PROTECTIVE BARRIER TO PREVENT CORROSION. rPRo cF s G1 NE$. si o le 5 P a e, ... kof O7SEPH 0. I EXPIRES: 12-31-201 4 4 dir 9570 5W 8arbur Blvd Safeway Logo Wall Sign 130991 Project Name Project # Suite One Hundred Portland. OR 97219.5412 15570 SW Pacific Highway, Tigard, Oregon Location MILLER Security Signs Client CONSULTING (503)246-1250 ALB ��^ 11/19/13 3 of 3 ENGINEERS Fax: 246-1395 By Ck'd ` rl Date Page