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Permit (6) 1 4 CITY OF TIGARD BUILDING PERMIT 14 : s COMMUNITY DEVELOPMENT Permit #: BUP2010 -00245 IT I G R D 13125 SW Hall Blvd., Tigard OR 97223 503.718.2439 Date Issued: 11/09/2010 Parcel: 2S101 BB00401 Jurisdiction: Tigard Site address: 11880 SW PACIFIC HWY Project: Russ Chevrolet Subdivision: Lot: 0 Project Description: Replacing existing sign with a smaller freestanding sign. Contractor: YESCO LLC Owner: KNAUSS, WAYNE ET AL 20100 SW 112TH AVE C/O HUMBERSTON, RUSSELL D TUALATIN, OR 97062 REVOCABLE TRUST PO BOX 4300 BEAVERTON, OR 97076 . PHONE: 503 - 612 -6672 PHONE: FAX: 503 - 612 -0914 FEES Specifics: Description Date Amount Type of Use: COM Permit Fee - Additions, Alterations, 11/09/2010 $164.96 Class of Work: ALT Demolition Dwelling Units: 0 12% State Surcharge - Building 11/09/2010 $19.80 Stories: 0 Height: 15 ft Plan Review 11/09/2010 $107.22 Bedrooms: 0 Bathrooms: 0 Value: $6,000 Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $291.98 Required: Required Items and Reports (Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952- 001 -0010 through OAR 952- 001 -0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344. Issued By: c - Permittee Signature: ,f k......... c. c... /ii i , c ,,,,,...4, 1 Call 503.639.4175 by 7:00 a.m. for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Building Permit Application Commercial FOR OFFICE USE ONLY _ 4 City of Tigard DateB i ail / � Permit No.: et , - I 0._ • q 13125 SW Hall Blvd., Tigard, OR 9722 C �{ P lan Review r C Phone: 503.639.4171 Fax: 503.598.19 1-%111 Date/ : J L � I Q Other Per mit: 0 (-LDp 4 V - / 6 C S T 1 G A R D Inspection Line: 503.639.41.75 `+ Date Ready c y: El See Page 2 for Internet: www.tigard- or.gov NO`1 G� Notified/Method: En Supplemental Information Og ls� TYPE OF WORKC 1N s- REQUIRED DATA: 1- AND 2- FAMILY DWELLING ❑ New construction ❑ De Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all K Addition/alteratio eplacemeld ❑ Other: equipment, materials, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. El 1- and 2- family dwelling (.Commercial /industrial Valuation: $ ❑ Accessory building ❑ Multi- family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 11 0 0o S() Qr,i' i'it: 0 L New dwelling area: square feet City /State /ZIP: - 1 -- -,,,,, r d Q g 7 as j Garage /carport area: square feet Suite/bldg. /apt. no.: I Project name: eKss AwA- , Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: Lot no.: Permit fees* are based on the value of the work performed. Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK work indicated on this application. c • 1 Valuation: $ Ce boa �° V FX IS? � v. 5 f SiSr A p ce Existing building area: square feet 44 S net al r Free. sigvdi'vS' New building area: square feet a PROPERTY OWNER in TENANT Number of stories: Name: R ilw t h Type of construction: Address: % 1 g p S I•J ; c; j , y . Occupancy groups: City /State /ZIP: 1 1 5 C,.td f 7) 4. • � "1 n 2 23 Existing: Phone: (53) („3L . , I (e t Fax: ( ) New: APPLICANT -Eit' CONTACT PERSON NOTICE Business name: )1E S'CO All contractors and subcontractors are required to be Contact name: (� Y F L licensed with the Oregon Construction Contractors Board ' 1 t t^ under ORS 701 and may be required to be licensed in the Address: '))tbz S 0 11 .)„-ti, A,, e , jurisdiction in which work is being performed. If the 0 4 7�1P Z applicant is exempt from licensing, the following reasons City /State /ZIP: I NR 14,4.; / v ' G� apply: Phone: (5b3) L e I2' te t t 7L Fax:: (563) ( l 2-' O l 7 �f E -mail: --- N I! k1et 5 l_.. ye.S CI). (_f)r✓x CONTRACTOR Business name: Y Esc n BUILDING PERMIT FEES* (Please refer to fee schedule) Address: 2D 1 pc, 5 1 1 y -f r_v e. ,. �p 2 Structural plan review fee (or deposit): City /State /ZIP: I h �, T /I __ FLS plan review fee (if applicable): Phone: (51--n va 1/ 12 ' (.P (o7 Fax: (go-3 )1� � 2� r, q CCB lie.: (gRO � j Total fees due upon application: t Ji, el� \/ Amount received: 1- Authorized signature This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: �� Date: �/ I/ �/ js * Fee methodology set by Tri- County Building Industry ` ` Service Board. I: \Building \Permits \BUP -COM PermitApp.doc 10/01/09 440-4613T(1 I /02/COM/WEB) 1 1 1 11 e ° Building Division Over- The - Counter (OTC) Building Permit ri`''`ILD Check List Description of Project: ' I At.) GENERAL INFORMATION Class of Work:* ki Floor Areas (sq. ft.): Exterior Wall Construction: Type of Use:* Cer'L(A First floor: N: S: Type of Construction: "' Second floor: E: W: Occupancy Group: V Third floor: Openings Protected Y /N ?: Occupancy Load: Total sq ft.: N: S: Stories: Note: Combine total floor area for E: E: Height: f 5er- all floors above third floor and Roof Construction: Floor Load: add to the third floor s . ft. Fire Retardant: Basement: Basement: Area Separation Rated: Mezzanine: Garage: Occu. Separation Rated: REQUIRED ITEMS Fire sprinkler: Handicap access: Smoke detector: Protected corridors: Fire alarm: Parking spaces ( #): Notes: Total Valuation: $ Lj r ern INSPECTIONS FEES DUE Footing /foundation Firewall $ ,' _ Permit Fee Post /beam structural Smoke detector $ irli i o State Surcharge Shear wall Misc. inspection $ 1 2 7...- Plan Review Fee Masonry Approach /sidewalk $ FLS Plan Review Fee Framing $ Additional Permit Fee Insulation Sprinkler rough -in $ Additional Plan Review Fee • Gyp board Fire alarm $ Metro Construction Excise Tax Suspended ceiling Sprinkler final $ School Construction Excise Tax Final inspection $ Misc. Fee $ Hourly Rate Fee $ Hourly Rate State Surcharge $ � Other: Z Q c $ I 1 , ('e Total Fees Due • • *OPTIONS: • TYPE OF USE: COM = commercial; CMS = commercial manufactured structure. CLASS OF WORK ACS = accessory; ADD = addition; ALT = alteration; FND = foundation; DEM = demo; FND = foundation; FPS = fire protection system; NEW •= new; OTR = other (use for fences, decks, retaining walls, signs, awnings or canopies); REP = repair. 1: \Building \Forms \OTC - BUP.doc 08/19/08 7/8/2010 12:48 PM Structural Engineering Russ Chevrolet/Saturn 11880 SW Pacific Hwy Tigard, OR 97223 Relocated exsting sign to new footing and anchor rods, 29'-10"OAH General Structural Notes: Governing Building Code: OSSC 2007 Dead: 15 psf Live: N/A psf Snow: N/A psf, flat roof Wind: Basic wind speed= 94.5 mph, 3 second gust Exposure=C, open terrain Importance Factor= 1.0 Seismic: <Wind C 'QF GARD U Approved ,<.t[ ✓I,/ Index to Calculations: Conditionally Approved .....[ ] See Letter to:Follow Title 1 Attac ed `�t) Material Notes 2 Permit Nu •e � •Wind Loads 3 C— Ad Footing Design 4 to 5 r Base Plate I Anchor Design 6 By: fiiiw>'� Date: 1161 S Drawing (See Attached 1 of 1) O-T-C i� YESCO. :� Occupancy Load Corporate Engineering �� I '�/o ConstnaKxiatTyplt m.o. 2401 Foothill Dr 4t+� ki 9 + Rated Cerridat et Pe, Salt Lake City, UT 84109 I' Energy Code �r 801-464-4600 r ' , Accessibility "4"11n4 Jovi " OFFICE COPY EXP:JUNE 3L 2811 Sign Engineering 4.0 ;C)2007 Young Electric Sign Company 1 1 L I • - 7 I D 1 _,O _ I I 1lifLit_ 0---- i \ J _ CONCRETE • _'•< FOUNDATION 1-0" NEW) - - ._• :AR CAGE .�'..r •ER ELEVATION m r•, -:., . '. .§ ir BASE PLATE. Ie - (NEW) N - ` •-. ANCHOR R .1 PER DETAILA 4. 4' r .-- 0 PLAN VIEW - FOUNDATION SCALE:,t2•_1•-0„ (EXISTING) (EXISTING) WF COLUMN SIGN TO BE RELOCATED NUT AND INSTALLED ON NEW T TOP P NUT E � _ ANCHOR BOLTS d FOUNDATION ,` 11 R (EXISTING) �, PL YxtTxf6' / \ � ∎1111=111111_____v,•_•k 1Y4'MAX} r o Z a • - . LEVELING.NUT ev u 4 8 WASHER f M (4)01*x 2r LONG w A A • ANCHOR RODS z - IN/EMB,DOUBLED NUT M Q AND WASHER m c • � CONCRETE FOUNDATION .i, .i „ ..,-i ---REINFORCING STEEL NOT SHOWN N Qa Q <' CV 0 ELEVATION EXSTING BASE PL AT NEW FND SCALE 1• 318'= -0•• ,(--\,,,) c ryP CAL OF(2)LOCATIONS) SCALE:Y'-1--Q' • GENERAL STRUCTURAL NOTES - 3•-1' DESIGN CRITERIA •'. (VERIFY) 'r 1. BUILDING CODE: 2007 OSSC J 2. DEAD LOAD:SIGN CABINETS<=15 PSF FRONT ELEVATION AREA I (EXISTING) 3. WIND LOAD:V-94.5 MPH(3 SECOND GUST),EXPOSURE C _-1 I WF COLUMNS , AND BASE PLATES STRUCTURAL STEEL TO BE REUSED 4. DESIGN AND FABRICATION ACCORDING TO ALSC-ASD,13TH __ 1 I ---, EDITION 1 _� 1 5. STEEL PLATE 8 ROD:ASTM A36 6. ANCHOR ROOS:ASTM F1554 GRADE 55 �--�---- r 1 ! T. REINFORCING S fttL ASTM 915 GRADE 50 REINFORCING GRADE t f( r �• tip_I —II r— FOUNDATION •�i •I ��A 8. CONCRETE COMPRESSIVE STRENGTH,Cc=2500 PSI AT 28 I�: ..i -I - I (� DAYSeeIN. Mr ai —I I I'.' t TB. CONCRETE PLACEMENT AND QUALITY SHALL TM PER — RECOMMENDATIONS IN ACI 614,ACI 301 AND ACI 318. ,,;•. ,. _ MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, _ ta--'- ?" 4 -ht; CONCRETE REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING ' t •j I:.f. FOUNDATION CONCRETE.•4 l I_I 1141- 1 1.. I�' }.1(,' 2U. CONCRETEPOURED AGAINST UNDISTURBED NATIVE SOILS w 1" 'T 111 L_ I 21. NATIVE SOILS ASSUMED TO BE CLAYEY SAND ,.fr•Y'n 1 -`I 1 II, I• (16)86xT-6'LONGEVENLY L 22. SOIL ALLOWABLE LATERAL BEARING CAPACITY=150 PSF/FT -I It I1 '{r, 1 SPACED ON 54'0#3 TES. IJ '( CENTERS FOR•THE FIRST 6' 73 R NOTES S. I• ,_t,_,��..Tp OT REFER NOES ART DRAWINGS FOR SIGN:FIN15HE5,COLORS ANC VERTICAL ..(I.1 L:�.I: ...• -__�. I AND 12"THEREAFTER. LIGHTING SPECIFICATIONS. I` 5'�x 3-0" L NATIVE SOIL - CORPORATE OFFICE �' .Fq 2401 FOOTHILL DRIVE OF YESCO. Engineering SALT wlecim,ra1ae NE �o` . WNW'•iDOTELEPNOIE C---54...... S� WAS:1AW9 FAX ` W W W.YESCO.COM w [ OAT E: ReVISION: -_� 9 roe NAME_ M Chevrolet/Satin—. [ -I) aye'�s e' LOCATION 11881 W P.5011 c H T.,�.• •G ' [�i - _ -mil •lIBB sot,6 I d ERG.DATF 07-08.2010 DRAWN 61'Carl OI IECNEORV BeD [f� �— �7= • WANE]Y.2711 A ,Epn�RIlh ,-YaA.�Yr.c�ana 4,.,n(Awsl MIl=O..dKllbve.OIL HI 71812010 12:48 PM BASE PLATE AND ANCHOR BOLTS Project: Russ Chevrolet/Saturn Descript: Relocated exsting sign to new footing and anchor rods, 29'-10"CAN Ref_ Steel Construction Manual, 13th Edition, ASD Plate Design #of Base Plates= 2 Maximum Column Dimension,OD= 8.00 in, perpendicular to sign face Column type: Tube Number of Botts,n= 2 per line front and back Moment l Base Plate, M= 31,032 lb-ft(from "Column"sheet) Bolt Line Spacing, L= 12.00 in,from front to back Base Plate Dimensions: N(perp)= 16.00 B(par)= 12.00 in Tension per Bolt Line,T= 31,032 lb,=M/L(simple moment couple) Maximum Moment on the Plate, MIDI= 68.3 kip in,=(T)((L-OD)/2) Mm.Plate Thickness,t= 1.03 in,=Sgrt(Ml(5.4 B)) Actual Plate Thickness = 1.00 lin, wl gussets Anchor Bolt Design Tension per Anchor,Ta= 16 kips, =Tin Trial Gross Area of Anchor Bolts,Ag= 0.71 sq in,=2Ta/0.75Fu Trial Diameter of Anchor Bolts, D= 0.95 in Actual Bolt Diameter to be Used= 1.000 in Ab= 0.785 in^2 Min.Req Embeded Bolt Length,L= 20 in (Min. 20xD) Shear per Bolt= 0.35 kips Allowable Shear Strength= 9.1 kips,(0.4Fu12)Ab Available Tensile Strength(with shear)= 17 kips, Eq. J3-3b) OK Sign Engineering 4.0 (C)2007 Young Electric Sign Company 778!2010 12 48 PM SQUARE PIER FOOTING REINFORCING STEEL Project: Russ Chevrolet/Saturn Descript: Relocated exsting sign to new tooting and anchor rods,29'-10'GAH Ref. ACI318 Materials.Load Effects and Geometry Specified compressive concrete strength= 2,500 psi f minmum at 28 days. Yield strength of reinforcing steel= 60,004 psi Grade 60 Bending moment transferred to fooling tram support= 62,063 lb-ft Plan dimension of footing parallel to sign face= 5.00 It Plan dimension of footing.perpendicular to sign face= 5.00 ft Depth of tooting= 7.00 ft Plain Concrete Stress Check Section modulus of plain concrete footing= 36,000 in' Grass area. Calculated tensile stress in plain concrete=I 20.69 Ipsi Allowable tensile stress in plain concrete= 80.00 psi 1.6(t'c)a.' Temperature and Shrinkage Reinforcing Minimum temperature and shrinkage reinforcing ratio= 0.0018 Bar# Area(in') Minimum reinforcing sleet area required= 6.48 in' 4 0.20 Reber cage diameter= 52 in 5 0.31 Number of longitudinal bars= 16 6 0.44 Area of steel required per bar= 0.41 mZ 7 0.60 Ref size to use 6 8 0.79 Actual longitudinal reinforcing provided=` 7.04 ini 9 1.00 OMAn>1.33 z Act-fact.moment-no need to satisfy(ACI 318.02,10.5.3) Flexural Check on Equivalent Section Equivalent tensile reinforcing area for gross section= 3.52 in' Using Whitney method based on diameter of rebar cage+6 inches Equivalent beam width= 58.94 in Equivalent beam depth= 46.40 In Equivalent depth to rebar= 43.62 in actored nominal flexural strength of the equivalent beam=I 630 !kip-ft Standard strength theory for tensile reinforced rectangular beams Reouired strength of beam= 99 kip-ft 1.6 x service moment on footing. Summary Diameter of rebar cage centered on anchor bolts= 52 inches to center line of longitudinal bars. Longitudinal bar size= 6 Number of equally spaced longitudinal bars= 16 Length of longitudinal bars- 78 uuhes,maintain standard 3"concrete cover. Tie bar size= Number of horizontal ties= 7 equally spaced at 17 or;enter. Sign Engineering 4.0 (0)2007 Young Electric Sign Company • 7/8/2010 12:48 PM WIND LOADS & DESIGN FORCES TO FOOTING Project: Russ Chevrolet/Saturn • Descript. Relocated exsting sign to new footing and anchor rods, 29'-10"OAH Ref Steel Constniction Manual, 13th Edition,ASD Areas Subject to Wind Forces Basic Wind Speed: 94.5 _Exposure: C Height(s) Width (B) Area Centroid Top(h) Wind Description (ft) (ft) (soft) (ft) (ft) (pst} 1) Main Sign 8.667 8.667 75.111 25.500 29.833 25.38 2) Secondary Sign 4.000 3.792 16.847 19.167 21.167 24.26 3) Plyon cover 15.333 3.792 24.000 9.500 17.167 21.96 Calculation of Design Forces at Critical Heights y (ft) M(kip ft) M (kip in) V(kips) grade 61.4 737.4 2.8 Sign Engineering 4.0 (C)2007 Young Electric Sign Company 7/8/2010 12:48 PM LATERAL BEARING PIER AND CAISSON FOOTINGS Project Russ Chevrolet/Saturn Descript: Relocated exsting sign to new footing and anchor rods, 29'-10"OAH Ref: IBC 2006 Section 1805.7.2.1 #Footings= 1 Moment/Footing, M= 62,063 lb-ft Pass lat soil res, q= 150 psf Shear/Footing, P=V= 2,842 lb Composite Centroid, h= 21.84 ft Unconstrained Rectangular Pier Width,W= 5.0 ft, parallel to sign face Length, L= 5.0 ft,perpendicular to sign face Depth,D=(A/2)(1+SQR(1 +(4.36h)/A))= 6.6 ft Actual Depth, D= 7 ft S1=(2)(q)(D13)= 653 psf b=Sqrt(WA2+L^2)= 7.1 ft A=(2.34XP)/(S1)(b)= t4 Sign Engineering 4.0 (C)2007 Young Electric Sign Company . . . t �_ ," 0 e ,,..,...,,, „,,,, ,,,, , , , . ,, „,,,...„,_ : . . . r�.�.r�\ t �j a • t � 'E{Ct•°t+ � � A �` �' 9 `% ' a 4 s,, '-re ?r, 's,; \'i'''.;('',;'-'' ''ox: C • h > . x + F54 rdr x i t p�y r it �}�15 a h ylsti 4 m f bz � .-r:. i.,,,..-7,..,1,•„-,''•ik,, is ,,, k. t, wt F ' "'y �-; f i ro 44 .. t .r7 d" � ' 11M,: , dl a tt s ° Kee , r 4,4-- A..t."t 14'4, r,,-. ..mod _ + .r k ..• + Y '" ,T):..wJ • s. yy 1 4 `2 wr4 •'4°'r 44 x�A, JFJ , � T � 5..d'Ar�"�'t -'. + Y ' .- -'A yr,“. t``A•v-• _ , t*•i• _ tr:,,,,,,...,,. iliir ..70...," 1‘,,...--:-.... '''h' ... '-' 71:: :,,,,,,,IL '`ti'.,, ..,.T y:E. .vs: ,,-, 9y .Y r ,. �,F PJ r gp ii itp * 4 E f e "k gaN "'" ¢ Q 'R sr,t �. n , � t t I, . . µms f 0 v :. k . �(D x,< b 1 t it u. 14 � � �'4 1 y 'l S G 1 . Y 4. s .. »t{t , 1„ 1, kl lb iblirt .. 41 t G%U E 1 e s -.r 5 S,k 4 *.•. . ilaa 4r F ilk #a .. _ * - .. . ,.. .4 �. CD s 0 1 ,:F j fhl .a T v 4 W i a I. > '� '_ 440,O, CO 0 le iiiiij 4 -A 'A, 0 s1 o d f a °' m; °— i1 o cuter: ° € ii cii, m Russ Auto Groups a _ �� m -< A z 11880 SW Pacific Hwy. a IllI ! N S d \W b Tigard OR a x Q i2.12.1 N s •i II 1-"',. , s s "1 cal YE6CO. Portland • Branch iR�� 20100 SW 112th Ave '(q' A Tualatin, OR 97062 2 N, . .... 503-61 Z-6672• ' L I .. ThY dwdhj Me Greeted to Mkt Ya herein wed MtV•M d tYEW°SW fr f 5WA L W beey� <bee d F ROLE writhe,/01.ewwre whn YEpao. ©200BbyYESCOLLC Sllriphtsreserved 1J J t e.. I L.Gss!/� i .. . . CI © 0 L (9a_ I o r- I a (n__ :T r - T LL' 1...1...t VhJ M �, L.L. T- F- `•`Y$ � ,.-r`. �t'l>'' Sw 3 I I - i y;4�, y_�J'.i ACCOUNT EXEC KEN MAHONEY - y' .. !t 3t�' -++ DIETZ DATE 6.15.10 .' �_.._ t REV./DATE/OES$OId— max'„}t.,t{, at -.... ,�'*"'� `#t{l§ _ SL.ac'di:r+t r<- 'tea y..... -_ a Y i APPROVAL ACCOUNT EXECUTIVE : Existing Sin Proposed Sign CLIENT: .. PROJECT NUMBER: 305555 SHEET: OF • 8'-811 I I I 8 I s I ,I o 11%" :i : 1 "r• 1 \ \ / ° < . / / (NEVV) .. + CONCRETE A ° FOUNDATION (NEW) - 811 REBAR CAGE t\ �, PER ELEVATION co • q \ . I' ° v° o 3 u, < -_.- .. ' (EXISTING) • • ® ..r. ® , / ° BASE PLATE a ° ° (NEVV) N ° , . °° ANCHOR RO S PER DETAIL Ar A • \ ` e°�. 2 ° ° • \ • 0 PLAN VIEW - FOUNDATION • SCALE: 1/2" = 1'-0" • • (EXISTING) (EXISTING) SIGN TO BE RELOCATED WF COLUMN • AND INSTALLED ON NEW TOP NUT • • ANCHOR BOLTS& &WASHER FOUNDATION \ 11111 (EXISTING) PL 1"x12"x16" - In Iii /I o r ■ 1/4"MAX a) Z = CV, w 4 4 4 A LEVELING NUT Q ° &WASHER w . co (4).01"x 27"LONG w 4 4 • ANCHOR RODS i a .a • ' W/EMB. DOUBLED NUT G. .. w • AND WASHER . a• ICI lldl a CONCRETE FOUNDATION ?ii \ I 1 a. ioI �• REINFORCING STEEL - d • N NOT SHOWN a d a N . 40 ELEVATION EXSTING BASE PL AT NEW FND SCALE: 3/8" = 1'-0" A (TYPICAL OF (2) LOCATIONS) SCALE: 1"= 1'-0" • • • • 1 • GENERAL STRUCTURAL 'NOTES - 3'-1" • (VERIFY) DESIGN CRITERIA 4- i" 1. BUILDING CODE: 2007 OSSC J 2. DEAD LOAD: SIGN CABINETS <= 15 PSF FRONT ELEVATION I AREA I (EXISTING) 3. WIND LOAD: V=94.5 MPH (3 SECOND GUST), EXPOSURE C WF COLUMNS - AND-BASE PLATES STRUCTURAL STEEL TO BE REUSED 4. DESIGN AND FABRICATION ACCORDING TO AISC-ASD, 13TH EDITION I __ r 1 © 5. STEEL PLATE&ROD:ASTM A36 if__ .__ I 6. ANCHOR RODS:ASTM F1554 GRADE 55 �;.` 1 , 7. REINFORCING STEEL:ASTM 615 GRADE 60 :Er •i i�iI I��it� i A FOUNDATION Q ,, I I_.__ 8. CONCRETE COMPRESSIVE STRENGTH, - L I r I ENGTH,f'c-2500 PSI AT 28 I. Ie 1.:'a I. I •r " I I I DAYS MIN.• !R 19. CONCRETE PLACEMENT AND QUALITY SHALL BE PER ' �-+ RECOMMENDATIONS'IN ACI 614,ACI 301 AND ACI 318. _• • (NEVV) — =,+-•7-1-:-'-4.-4-4+, I MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, b _ I':"P+7 1---.k CONCRETE REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING _— . a} { a j- FOUNDATION CONCRETE. i 1• 20. CONCRETE POURED AGAINST UNDISTURBED NATIVE SOILS — i I- 1 1• ; ) � �i', I 21. NATIVE SOILS ASSUMED TO BE CLAYEY SAND — — .I I• 1 a '.•-,• (16)#6 x 7'-6"LONG EVENLY 22. SOIL ALLOWABLE LATERAL BEARING CAPACITY= 150 PSF/FT - !f I SPACED ON 54"0#3 TIES. - _ {� TIES ARE ON 3"VERTICAL. OTHER NOTES flI�--1----.•t.TF__,,-+ CENTERS FOR THE FIRST 6" 23. REFER TO ART DRAWINGS FOR SIGN FINISHES,COLORS AND 1. t_ - I I: :1._ If:: _ AND 12"THEREAFTER. LIGHTING SPECIFICATIONS. 5'-0"x 5'-0" NATIVE SOIL CORPORATE OFFICE CO. 11 • 0 2401 FOOTHILL DRIVE Engneering SALT LAKE CITY,UT 84109 801:464.4600 TELEPHONE 801.483 0998 FAX cn WWW.YESFO.COM 4, lil �- m JOB NAME Russ Chevrolet Saturn NO: DATE: REVISION: I•I _ A LI 77 Z LOCATION 11880 SW Pacific Hwy, Tigard, OR 97223 '' rn ORp.DATE 07.08.2010 /� • L CO DRAWN BY Carl CHECKED BY Ben !�\ If 31 Z:1Engineeringlprawings120101PorllandlRuss Chevrolet-Saturn(Tigard,OR)IRues Chevrolet(Tigard,OR)dwg