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Plans (14) er #o RECEIVED c,.:(- :its -,- F ., .+.=I� `` i�ai — - -1 AUG 7201 ? ' 1 CItYOFTIGARD I BUILDING DIVISION I -44 ` Ai- I&- / :)C. 0/17 ` I L. i i HON- 7r • { -,,..; . i F"' . -6 I I rl I ©C. I ri ' -fl r I GRACE )1 ..�L�'.te 1 1 .,,, '.._9 i ✓:%'e'. TYP. i .. E xIT too FTC. s R E4. rn PROVIDE St.+P Paer PC R_ r3O1-a•cot-34E+r (3) _ LI I,-+FTU pc QTreIJ ZZcrJ 1 'v CA C. roc ! ' E.LE"[✓ATSd"..1 I3OP201 - E NOTES: City of Tigard PRo 1. SCOPE OF WORK IS FOR THE DESIGN BA roved Plans ff ff :0(4c tNEce �Shcb OF THE CONCRETE WALL AND y Date 9,12a(� C9 '�' �a bO � 725 f,, T. FOUNDATION TO SUPPORT THE � ���(.,� NEW SIGNAGE. . • r•N ti 2. SEE FOLLOWING PAGES FOR REVISION 0 1 r e ,A, �,„ _ STRUCTURAL NOTES. /ZEN I Ma OFFICE COPY EXPIRES: 12-31-2011 I A 9570 SW Barbur Blvd PacTrust Monument Signs 120858 III Suite One Hundred Project Name Location Project # Portland, OH 97219 5412 SW Sequoia Pkwy.,Portland,OR MILLER Client Security Signs CONSULTING (503)246-1250 r ENGINEERS Fax: 246-1395 By CAA Ck'd 3L& Date 7f30/13 Page 5! of 3 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. 013 PROF �%,G1 NEF,Q is> re 252 N S ; EPN pQ, I EXPIRES: 12-31-201+' I 9510 sw 8ar�ur Blvd PacTrust Monument Signs 120858 Suitl One Hundred Mk Portland Project Name OR 91219 5412 SW Sequoia Pkwy., Portland,OR Project # Location MILLER Security Signs Client CONSULT'NG (503)246-1250 CJM 7130/13 5 Z- of 3 E N G I N E E R S Fax: 246-1395 By Ck'd ' "f' Date Page r y DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA OCCUPANCY CATEGORY II ��EO PROP$. WIND DESIGN DATA C���RaGt NE4. Si� BASIC WIND SPEED(3 SEC GUST) 95 MPH k� 72 2 IMPORTANCE FACTOR ( I.=1.0 EXPOSURE ( B n , _ iN SEISMIC DESIGN DATA #,p! � u '' ,© IMPORTANCE FACTOR IE= 1.0 .'JOSEPH MA`.� SPECTRAL RESPONSE ACCELERATIONS Ss= .94 SITE CLASS 0 —1 EXPIRES: 12-31-201 SPECTRAL RESPONSE COEFFICIENTS SOS=.70 FOOTINGS FOUNDATION CRITERIA CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY CORRECTIONS TO PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER AMERICAN SOCIETY FOR TESTING AND MATERIALS, ASTM 0698 (STANDARD PROCTOR), OR ASTM D1557 (MODIFIED PROCTOR). THE COMPACTION SHALL BE VERIFIED BY A QUALIFIED INSPECTOR APPROVED BY THE BUILDING OFFICIAL. COMPACTED STRUCTURAL FILL FOR DEPTHS GREATER THAN 12 INCHES SHALL COMPLY WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT. ASSUMED SOIL BEARING PRESSURE 1500 POUNDS PER SQUARE FOOT(PSF). CONCRETE CONCRETE MIXING, PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE, ACI 318 AND IBC CHAPTER 19. CONCRETE SHALL BE 2500 POUNDS PER SQUARE INCH (PSI) MINIMUM AT 28 DAYS. ALL CONCRETE SHALL HAVE A MAXIMUM WIC RATIO = 0.45, EXCEPT FOOTINGS SHALL BE A MAXIMUM OF 0.50. ALL EXTERIOR CONCRETE SLABS SHALL HAVE 5% +1-1% AIR ENTRAINMENT. ALL CONCRETE WITH REINFORCEMENT SHALL HAVE NO CHLORINE OR CHLORIDES. SET ALL ANCHOR BOLTS AND DOWELS BEFORE POURING CONCRETE. REINFORCING STEEL ALL REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A615 OR A706 GRADE 60. ALL REINFORCING STEEL TO BE WELDED SHALL BE ASTM A706. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. UNLESS NOTED OTHERWISE, SET MAIN REINFORCING STEEL 3" FROM EARTH AND 2" FROM FORMED SURFACES. BAR LENGTHS DETAILED ARE OUT TO OUT AND DO NOT INCLUDE ALLOWANCE FOR HOOKS OR BENDS. USE MINIMUM 30" LAP FOR#4 BAR AND SMALLER UNLESS NOTED OTHERWISE (UNO). ALL REINFORCING STEEL SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE. MSP-1, AND SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,"ACI 315. r,, 5;r „ ., q” Pac`I'rustMonument Signs 1208.58 Project Name Project # is is Pcrt Portland OA 97219 54:2 SW Sequoia Pkwy., Portland, OR Location MILLER Client Security Signs CONSULTING (503)246-1250 CJM 7/30/13 S3 of 3 E .G'N=E 4 s Fax: 246-1395 BY_ _Ck'd _Date Page Alt 11) MILLER ENGINEERS STRUCTURAL CALCULATIONS PacTrust Monument Signs SW Sequoia Pkwy., Portland,OR Security Signs July 30,2013 Project No, 120858 2 pages Principal Checkedy top PROpp. ptNE [ g 725 5P% la ' • -Eia ,` . astir s, JOSEPH iAt I EXPIRES: 12-31-201,11 *** LIMITATIONS *** Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client,who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical. Diverse, Structural Solutions Since 1978 9570 SW Barbur 8t.d Suite 100 Portiand Oregon 97219.5412 Phone (503! 246-1250 Fan 1503) 246-1395 www rntlier-se corn FENCE DESIGN: Wall Geometry: h= 7.75 _ ft(exposed) d= 1.04 ft(bottom of ftg to grade) = 1____- -- ( + , dl = 0.5 in(wall below grade) d2= 12 in(ftg thickness) ° ! t= 6.5 in(nominal wall thickness) x1 = 12 in H= 7.79 eft { I L= 2.5 ft 1 Wall Length= 8.58 ft 1 # Wall Type= Concrete LOADING: Seismic: IBC loading using ASD Elements of Structures, Nonstructural Components, and Equipment Supported by Structures { Site Class= D Table 1613 5 2 2009 IBC pg 341 ' I Seismic Design Category= D Table 1613,5.6(1),20091BC pg 343 I Occupancy Use Category= II IBC 2009 Sec 1604 5,pg 307 s Ss= 94.0% Figure 1613.5(1)(0.2 sec response), 2009 IBC pg 348-365 1 • 1E= 1.00 ASCE 7-05 Table 11.5-1.page 116 t Sos= 0.70 eqn. 16-38.2009 IBC pg 342 ! ; ao= 2.5 ASCE 7 Table 136-1,pg 149 i RD= 2.5 ASCE 7 Table 13.6-1,pg 149 F0= 0.282 x W„ASCE 7 Eq. 13.3-1,pg 144 OR 1.127 x Wp,ASCE 7 Eq 13.3-2,pg 144 . ::. .. I .1' __..._ Not less than 0.211 x Wa,ASCE 7 Eq. 13.3-3,pg 144 �j I �`_ F= 16.04 ,psf=0.282'81.25'0.7 i ' Wind:ASCE 7-05 wind(3 sec gust) _1 ; : x0 V= 95 mph 1 L _ j Exposure= B Gust Factor(G)= 0.85 Importance Factor(I)= 1.00 K1 = 0.00 (ASCE 7-05 Figure 6-4) K2= 1.00 (ASCE 7-05 Figure 6-4) K3= 1.00 (ASCE 7-05 Figure 6-4) Kr= 1.00 (ASCE Eqn. 6-3) Kd= 0.85 (ASCE 7-05 Table 6-4) Kz= 0.57 qz= 11.19 Cr= 1.44 (ASCE 7-05 Table 6-20) F= 13.70 psf=11.19'0.85.1.44 dir 5570 s+ SW Berber 9lyd PacTrust Monument Signs 120858 Site Or a Hundred Project Name Location Project # Mill Portland. OR 97219 5412 SW Sequoia Pkwy.,Portland,OR M I L L E R Client Security Signs CONSULTING (503)246-1250 B CAI Ck'dM! Date 7130/13 Page of Z-- ENGINEERS Fax: 246-1395 Y 9 WALL DESIGN: _ M„, y= 487 ft-lb(per ft)= 16.04'7.75'(7.75/2+0.5/12) M„,,,d= 436 ft-lb(per ft)= 13.7'7.75'(7.752'1.05+0.5/12) ' 487 >436, Seismic Controls Concrete Wall: W= 81.25 psf 4)= 0.9 Factored Moment(Mu)= 0.70 ft-k =436'1.6/1000 fy= 60 ksi fc= 2500 psi Bar Size= #4 Bar Quantity= 16 in o.c. Layers= 1 As= 0.15 in2 b= 12 in h = 6.5 in d= 3.25 in X= 1.00 61 = 0.85 a= 0.353 in Ma;,„,ay;e=OM= 2.1 ft-k>0.7 ft-k OK As, min. = 0.13 in2 <0.15 OK c= 0.42 in &= 0.0205 >0.005,tension controlled Temperature steel ratio= 0.0018 times cross sectional area Temperature steel= 0.0019 >0.0018 OK Use#4 bars at 16"o.c.in a 6.5"wall FOOTING DESIGN: Soil Bearing. P'= 586 lb t Concrete thickness= 12 in t �__.____. Concrete wt= 150 pcf ° Soil wt= 100 pd f.. M= 607 lb' Moment about c � entroid e=M/P= 1.04 ft soil P1 wall P3 soil P2 n M Width(B)= 1 ft x bar(in) 9 -0.25 -9 p Length(L)= 2.5 ft weight(lb) 4 203 4 Case 2 e>U6 Mr(ft-lb) 3 -4 -3 Allffill, %flax= 1819 psf q,,,,;= 0 psf L'= 0.64 ft Mot= 611 ft-lb Soil bearing= 1500 psf Mnet= 607 ft-lb=611+3+-4+-3 1 L. . Duration Factor= 1.33 Allowable soil bearing= 1995 psf 1819 < 1995 OK em., -' Use 2'-6"wide x 12"deep footing Stability: Moment about toe toe soil wall heel soil ftg x bar(in) 6 15.25 24.5 15 qp..^ 4,.x weight(lb) 4.17 633 4 375 CM? Mr(ft-lb) 2.08 804 9 469 Moment resisting(DL)= 1284 ft-lb 487 < 1284 OK F.S.=2.64 Wall is stable for overturning all 9570 SW Barbur Blvd PacTrust Monument Signs 120853 Project Name Project # Suite One Hundred MkPortland. OR 97219-5412 Location SW Sequoia Pkwy.,Portland,OR MILLER Client Security Signs Co4SuLr,NG (503)246-1250 2 N G Fax: 246-1395 By WM Z Ck'd '-U v Date 7/30!13 Page °f - - ' FOR OFFICE USE ONLY—SITE ADDRESS: • This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT _ Transmittal Letter T I G A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-ar.gov TO: DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED AUG 7 2013 FROM: Melissa Hayden CITY OFTIGARD COMPANY: Security Signs BUILDING DIVISION PHONE: 503.546.7114 RE: 15060 SW Sequoia BUP2013 D00 0000 3 (Site Address) (Permit Number) Pac Trust Monument Signs (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: Copies: Description: Additional set(s) of plans. 2 _ Revisions: _ Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. 2 Engineer's calculations. Other(explain): i • REMARKS: . _ 117 revised footing FOR OFFIC USE ONLY tie Routed to Permit Tech nici_an: Date: e(�( � Initial:. ;0 1 Fees Due: ❑ Yes O Fee Description: Amoun "• e: Special Instructions: Reprint Permit (per PE): ❑ Yes No El Done Applicant Notified: Date: Initials: 1:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012