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ADDRESS: ii AsA A--grj mic i Nrecordslmicroflm\targetslbuilding.dcc CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone)• 639-4175 BusinPz;s Phone: 6 9 417` Inspection: 0— 0-C r �� Footing Susp. 4iling ;)prink. Rough-in Appr/Sdwk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec, Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line dg. Plbg. Underfloor Rain Drain Filming -Plumb. Alarm Water Line Ir•sulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect Date Requested:l� �� 1 ��' _Tim(,:--AM PM Address: Z__�vL__d' Z'4�„ Builder._ Permit 7f� THE FOLLOWh4, CORRECTIONS ARE REQUIRED: Inspector _ Date:.��� L,F^RR OV ED —DISAPPROVED —APPROVED SUBJLC TO ABOVE -_Call For Reinsp CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Roc-O-Phone): 639-4175 Business PFoub. 639-4171 Inspection:_&,—C _— Footing Susp. Ceiling Sp ink. Rough-in Appr/Sdwik Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Strut. Plbg. 'Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underfir. Insul. Shear Wall Gyp. Bd. Date Requested: C� _Time: AM PM Address:---Z ? Builder: Permii #:,f)SUG� 7 T Q I_OWORFlEC/TIONS,AREqQ I D: r Inspector_ 1m e '_�_� N�- t C Date:1 FPROVFD _DISAPPROVED APPROVED SUBJECT TO ABOVE __Call For Reinsp. f��^n CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:____ �C — Footing Susp, Ceiling"- Sprink_'-Cloh Appr/Sdwlk F�,.rndation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elea. Hough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg Plbg. Underfloor Rain Drain �=rarer nine`, PlUmb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. ,p Date Requested:_ �,%- Z(�_ ;}- _-rime: AMpM Address- Builder: G� Permit #: THE FOLLOWING COR CTIONS ARE REQUIRED: r' Inspector:_ J Date: APPROVED __DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call Fcr Reinsp. /� u .DEPARTMENT OF LAND USE St TRANSPORTATION WASHINGTON NORTH FIRST,HILLAND LSBORO,OR 9ERVICES DIVISION4 COUNTY, INSPECTION REOUESTS: 503/640-3561/693-4415 OREGON XXXXXXXXX--> ,_,40-34'/0 Nage : 1 of Date U4/24/�i Time 16 : 40 Perivit 'Type Electrical Permit Permit # U5U6684 i Permit Status APPROVED Applied 04/24/95 Situs Address 12800 SW ASH AV '11 issued 04/24/95 Hermit 'Title CITY Ur' TiGA"L) UPERA'TIONS Completed Permit Descr . JOB 5479U 3 CiRC:U11115 To Expire 10/21/91) Project 'Title CJA'Y OF 'TIGARD OPEkiATIONS Project # P0049399 Project Descr , JULY 54790 3 CIRCUITS * E140SION f ,ticel, Number 251'Ti - Land Use District Valuation U Legal Descr . uwr.er 1NSPEC;' iON - 'TIGARD Construction UT Applicant _Name k'KAHLER ELECTRIC Classification 900 Applicant A,..jdr. . : 118bJ Sit GREENBURG RD Occupancy TiGAHL) , UK 9'122:3 Validated by PH Applicant: Phone : 639-462'/ Inspector Area eee description Units Fee/Unit Ext fee Data 1st branch W/out Weeder [Enter #) 1 35 . 00 35 . UU Addl . branch W;out Feeder. (Enter. # 1 2 5 , 00 1U . 00 Subtotal Electrical Fees : 45 . 00 State Surcharge of 5% '2 . 25 Total Electrical r'ees : 4'/ • 1.5 *** Fees Required *** *** Fees Collected & Credits ** k Method Check # Receipt No . Date Payment CK 20388 04/24/95 4'1 . 25 1.'QTAL 'THIS DATE 4'/ . 25 Fees 4'/ . ,5 Adjustments : U0 'Total Credits : . DU Tu"al Fees, 41 . 25 'Total Payments : 4'/ . 25 balance Due : . 00 NOME: This permit becomes null and void If the work or constnrction for which it Is Issued Is not commenced within 180 days. Once construction has started, the permit becomes null and void If construction Is Interrupted for a period of 180 dove. 1 certify that the Information presented by the applicant and his agent or agents In support of this permit Is true and correct to the best of our knowledge. I acknowledge that the Building Department's reliance upon false and misleading Information may invalidate this permit. All provisions of applicable laws and ordinances governing the construction and use of this building or structure will ba complied with whether or not specified on the plans or noted on the plans correction sheets. !acknowledge that the granting of a permit does not grant authority to access private property or to use easements. I further acknowledge that the use or occupancy of this structure or building permitted depends upon my calling for Inspections of various times during the process of constnrctlon and the building Inspection staff verifying compliance with the various crdes. Use or occupancy of the building or structure permitted prior to approval by the Building Department is solely at the risk of the applicant and such use or occupancy Is revocable until all Inspection requirements are satiafled and approval Is given by the Building Official. I further acknowledge that a lion may be pieced on the title of the property upon which the permit Is Issued specifying that the use or occupancy of the building or structure is provisional and revocable until the astisfartion of all Inspection requirements. A"UCANT'E SIGNATURE WASHINGTONCOUNTY ELECTRICAL PERMIT Departmentmentofof Land Use & Transportation Electrical Inspection Section 155 North First Avenue, #350-12 APPLICATION Hillsboro, Oregon 97124 Information: (503)540-3470 Fax: (503) 6934412 PermitPLEASEPRINT / _y�` Number � (� Date 4. Complete Fee Schedule below 1. Location of Installation _ Number of Inspections per permfl allowed Address 1 2 8 0 0 S14 _ASH STREET __- Service Included: Items Cost(ea.) Sum Buildingg A. Residential-per unit City TI G A R U Suite No. _- t000 sq.ft.or less $110.00 _ 4 Tenant Name Each additional 500 sq.ft (if commercial) ___ CITY OF T I G_A R D OPERATIONS or portion thereof $25.00 Limited Energy -- $25.00 1 Map No. -Tax Lot Each Manurd Home or Modular Dwelling Service or Feeder $68.00 _ 2 Thomas Map Book: Page: Section:-_____ Directions-.---_----___- - B. Services or Feeders - -- - - Installation,alterntions or relocation r� n 200 amps or less `� $60.00 �._ _ 2. Cornmeri;ial I _nJ Residential l J 201 amps to 400 amps $80.00 _ _ 2 401 amps to 600 amps $120.00 ___- 2 2s,. Contractor Installation onl 601 amps to 1000 amps $180.00 ----- 2 Y• Over 1000 amps or volts $340.00 --• 2 Electrical Contractor F R A H L E R ELECTPI Reconnect only _..__ $50.00 -_ _ 2 Address 1 186u Sw GKLLNbURG---R71,G City 7 I G A R D _ State R 9�IP 3 C. Temporar, Services or Feeders L)ate_��^ Job Number _ Installetin-,alteration or relocation Property Owner -_ 200 amps or lose $50.00 2 Contractor's License No. 3 4- 1 3 C 201 amps to 400 amps $75.00 - 2 Contractor's Board Re No, _ -- 401 amps to 600 amps $100.00 2 Reg, - Over 600 amps to 1000 volts see'B'above Signature of Su r, Elec'n�-1.110,YJ �r � ) I 9 P --- D. Branch Circuits License No._1 3 8 3 Phone No. __639-4627 New,alteration or extension per panel a) The fee for branch circuits with 2b. For owner Installations: purchase of service or feeder fee. Each branch circuit -� $5.00 2 Print nor s ame ane Flo. h) The fee for branch circuits without purchase of service or feeder fee. 3 5 . D D Address -- -- Fir.:branch circuit I $35.00 2 Each add'nl branch circuit-_�_ $5.00 -� -- 2 ity -tate- --Z,p - E. Miscellaneous (Service or Feeder not included) Each pump or irrigation circle $40.00 - 2 The installation is being made on property I own Each sign or outline lighting $40.00 2 which is riot intended for sale, lease or rent. signal circuit(s)or a rmited energy panel,alteration Owner's Signature or extension $40.00 2 F. Each additional inspection over the allowable in any of the above 3. Plan Review section (if required) Per inspection 4 $35.00 _ Per hour $55.00 Please check appropriate It/!m and enter tee In section 5B. in Plant $55.00 4 or more residential units in one structure Service and feeder, 800 amps or more 5. Fees ____System over 10G volts nominal A. Enter total of above fees $ 4 5 . 0 0 -Classified area or structure containing special 5% Surcharge (.05 X total fees) $ _ 2 . 25 occupancy as described in N.F.C. Chapter 5 Subtotal $ _ B. Enter 25% of line A for Submit 2 sets of plans with application where any of the Plan Rev;ew if required (Section 3) $ - above apply. Not required for temporary construction Subtotal $ _- services. ❑ Trust Account $ Balance Due $ 4 7725 For Inspections call thin permit biome.null and void"the work suthorlred by the permcomme it to not nced 640-3561 or 693-4415 within Iso day"from data d iaawnce d aw;h permit or N the work md Wired auapended w abamioned at any time after work b commenced for•period I W days, 24-hour recorder, one working day in advance of need Electrical permits ne non-refundable and non franaferable H194 CITY OF TIGARD BUILDING PERMIT V COMMUNITY DEVELOPMENT DEPARTMENT r~E_RMIT #. . . . . . . . SUPI)5-2111.+ 13125 SW Hall Blvd.Tigard,Oregon 87223.8199 (593)639.4171 DATE I SPSUED: C1C 4/20/95 PARCEL: 2S 102AD--03000 `SITE ADDRESS. . . : 1 i 000 SW AGN AVE "UBDIVISION. . . . : BURNHAM TRACTS ZONING: CBD OLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : REISGUEt FLOOR AREAS-— EXTERIOR WALL CONSTRUCTION— CLASS Or. WORK, :ALT FIRST. . . . : sf N: S: W: TYPE OF USE. . . :COM SECOND. . . ::370 sf PROTECT OPENINGS?-___.____..- 1'YPE OF CONST.,:5N THIRD. . . . : sf IV: S: E:: Wt OCCUPANCY GRP. :B-' TOTAL---- --t 370 sf ROOF' CONST; FIRE RET?: GCCUPANCY LOAD:4 BAGEMENT. t sf AREA SCEP. RATED: )TOR. :'2' HT. : ft CARAGr. . . - SF OCCU SEP. RATED c 3aMT?: MEZ7? . REOD S1-TBACKS_--._ t-LOOR LOAD. . . . :50 p)sf I-EFT: ft RGHT: ft FIR SPKL: SMOK DET. . DWELLING UNITS: r=RNT: ft REAR: ft FIR AL.RM: HNDICP ACC:Y (sEDRM8: BATHS: IMG SURFACE: F'RO CORR: PAFRKING: )ALUE. f, : 0 Remarks : Convert training room to offices, c new windows, ADA upgrades wner: FEES CITY OF TYGARD type amount by date r(Icut: 13125 SW HALL BLVD PRMT S X0. 00 PLCK $ 0. 00 TJOARD OR 97223 rI.^.E It 0. 0121 c'hone #: 639-4171 5PCT E 0. 00 — r'ONTRACTOR NOT ON FILE_ )h o n e #: ! 0. 00 TOTAL REOUIRED INSPECTIONS —__.......___ 'his pere't is issued subject to the regulation: contained in the Framing I n s p Tigard Municipal Code, State of Dre, Specialty Codes and all other I n s kk 1 at nn I n s p app:icable laky. All work will be done in accordance with Gyp hoard Insp approved plans. This persit will expire if work is nct started SUsp Ceiing InSp 4ithin 1811 days of issuance, or if work is suspended for sore Final Inspection ')ermit t:ee Signat1j1 I, 15 s u e d D y : Call for inspection — E39-4175 City of Tigan! Commercial Building Permit Application 13125 SW Hall Blvd. Tigard, OR 97223 (503) 6394171 Jobsite Address: / SGS -.:I/ Offlce Use Only Tenant: � � 4,f� Suits# �' PlancklRe.. Valuation: �� �0 I Permit# Eq 15 - Q Owner. c4p.. , 7/N ��� _ Map & TL# 2 5 1 QZ A 1)' 03X0 Address: _2.22,5 :L � Approvals Required d�' —�-�' r — Plannina _ Phone: fe " `t!1'71 Engineering _ //^^ Other — Contractor; Xi34" �� _� nr, FRllr Address: Type of const: �—� Occupancy class: Va' Phone: rlf�� �j 1�� � ,�'�-� Sprinklered? Yes No� Contractor's License # (attach copy of current Oregon license) Sq. ft. of project: _ Contact name & phone: _ Story (1st, 2nd, etc.) - Proposed use: � Architect/Engineer: �_ _. Previous use: Address: _ _ i Note: Plumbing & mechanical plans must be submitted at time of building permit application. Phone: JOB DESCRIPTION: l`t'oser (')Ll�a�!' 4P4. /R►9"Nrr`'G- two OrLt.-\ ( W/I r I Y /J ,� ( 131 "r I�1. l taI Jf i�l.�� A dl 1 L) �,IJWUL - _ EPEQyk7i,,)r( A_wt ANS `l "X 3 FY77—z'W- 0k- WINI)Ot-is Applicant Signat & Phone number Received by: � Date Received: �l �� Permit 0 Account Description Amount Amt. Pd. Bal. Dura Bldg. Permit (BUILD) _ Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX,) Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg: Plumb: Mech: _ Sewer Connection (SWJSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industria TIF (TIF-1) Institutionai TIF (TIF-IS) Office TIF (TIF-0) _ WatF, Quality (WQUML) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntri Permit (ERPRMT) Erosion Planck/USA (ERPLAN) Erosion PlancN/COT (EROSN) _ ub TOTALS: . x �, PRvPc)SF-D ¢� Exjt-f j 1G E_LEC, COTLET(T'?P.) -I EXtsTl��r F.XrE41Cp WALL S IJ -__-- 14 -I I" EXISTmij WINDOW x 3' INTERIOR DIMENSIONS Mm c aaC PRoPc>5E_GR - CITY OF T1f3ARD \ 1� Approved...... .. ................................................... ]: ('.r;nrlfflnnclly ti r Y rleacri ed In• ---- '3ERMI7 No 0 .lob Ad: . P QY: Orate: 9S I PROPOSED �Vlnloour 4' x3' Seg Ueta i L MA I rJT,NJ A Q-E Scale C ► r LTI a -_T-I A l> MAi X37-EA1An;C.0 SEkV1cE fj x 4 x. 2 zxut55 A06LE RCN i \\ � jJ13E PROPOSFD WALL Sc AI-E DL AIL A54 3.. z WINOaw f-EAM9 PLATE AGS EMI DET A I L " 13' Inclosed is a rough break down of the costs to convert the old computer training room into two offices. This will be used in the ADA 25% expenditures. 1 . Steel window frames $300.00 2. Windows $230.00 3. Wall Board tape & finish $480.00 4. Electrical ( 2 outlets & light switch ) $550.00 5. Lumber & Plywood $300.00 6. Wall Board $100.00 7. Telephone & Computer Outlets $540.00 Total $2500.00 The ADA improvements needed to meet the 25% cost of the job will exceed the $625.00 required. We will install 8 handy capped door knobs on all the offices in the Maintenance Services building. Total cost of that expense is $1 ,1276.20. The ADA requirement will be met and then some. Thank You , l� A d :`7y. I�$.E&cTION Hor1cE X83; S c city of Tigar�' Building Dopa oa•7 13125 SN lla,)). Nlvd. Tigard, Orogen 7223 2 Znepaat;�?n Lina (' c�-,:P`. t): 639-4175 Bueinee P11 e: 639 6171 Tn -tH:ion��� /�� �O( 1' .! �L/�O". /^,�/Y/(•/(J �� ��,Ji� I Toot'- - Pibg. Urleral"y Mach. Rough-in Appr/Sdwlk r I round. P-cy. Top Out Gas Line EINu,- Port/Beam Struct. San. Sewer Framing ld Past/Beam Mach. pwin Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mach. Data Requested:1 ZZ f 2�Z _Time= AM PM Addrees:1..2 ego .s w f'S/7' S ,- _—_ Permit p,,ildar: _ P7 aze?4 - THE VOLLONING CORRECTIONS ARE REQUIRED: Inspector:__ _ _ _ nata:�,ZT� PPROVBD __ DISAPPROVED APPROVED SUBJECT TO ABOVR _Call For Roinap. NSPECTION NOn_CE city of Tigard Building Department 13125 811 Ball Blvd. Tigard, Oragou 97223 Inspection Line (Rec. Phone): 639-4175 Bueineas Phone: 171 Inepection:��.�•�� __ __ _ ___ Footing P1bg. Underelab Meeh. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gaa Line Post/Beam struct. San. Sewer Framing �Bldq. Post-/Beam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Hater Line Gyp. Rd. -Mech. Date R0gaested: 1-2 //_r___/� Timet AM PM Addreen:��- D LLA ,1/ Permit #&-,j- U 3 Builder:_'' <S FU36) l-l�%� THE FOLLOWING CORRECTIONS ARE REQUIRED: I inspector: Dete•� _ - ----- ,L— --APPROVED - DISAPPROVED APPROVED SUBJECT r3 R_ Call For Reinep. Inc. onstruction Inspertion &Related Tests Carlson Testing, nc. Geotechnical Consulting REPCRTOF6X12_ CONCRETE TESTSPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods. ASTM C172/C1231/C31/C39 Phone(503)684-3460 FAX#684-0954 Date Molded: � 1/2— , 19 94 Job No. 94-2285 ! Permit No: PLAN REVIEW 9-4C Client: _— GRAMOR DEVELOPMENT INC Project: F ANNO CREEK BRIDGE Q �_ r cif/ �•) - _^ Address: _T I CARD OR C.�ntracto: -- --- - - -- ----Sub Contractor: — ---- Concrete Suppllcr: LONE STAR NORTHWESTTruck No. 82 --__-Ticket No. --239989 Cast By: CONTRACTOR Cu.Yds. --- —_._ Load No.l__-- —_ OVERCAST 42 28 Weather: -------- -- ...... -- - —, --,_.Temp.High: -------Temp.Low: ----- Location of Placement: ------- - - ------- -- --- -- -. _ -- Test Time: - -_ - Concrete Temp- 5 emp - ---- -- `;t!ength Requirement: 3000 _ _PSI 41> 213 days Slump 4 Cement Type W/AEA Mix Nc./No.Sacks -- — ------Air Content — ------- - Max.Aggregate 1% CALCIUM CHLOR . MICRO FIBER HOT WATER i0mix Amount: --- -_ Brand: —Admix.Amount: _ Brand: Set Test@ Register Date Date Total Unit Report Tested No. Days Number Recd Test Load A!Ja PSI No. By 7 8791 11/21 11127 56,393 _28.35 R _ 28 8791 11/21 12/18 79,832 28.32 2820 8 JB 56 8791 11/21 01/15 92,351 28.30 3260 9 JB_ Remarks: cc:CITY OF TTGARD WESTERN WOOD STRUCTURES KEYWAY NATIONAL CORPORATION OTAK INC - DAVE SINGER Informa:im contained herein is not to be reproduced,except in full,without prior authorization from;his office. Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting JOB NO. S4__?Z85 P.O.Box 23814 Oct 06 , 1994 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX#684-0954 Client .. GRAMOR DEVELOPMENT INC FANNO CRLEK BRIDLE PLAN REVIEW 9--4C Project -- - ---- 12.572 SW MAIN ST TIGARD OR Description,_ CLASS "C" ASPHALTIC CONCRETE FRCM PACIFIC. IT" Rica Density 153 .2 Marshall Value _ Method of Test ASTM D2950 _ Serial M 1.6185 NUC 3440_ DATE OF TEST TEST LOCATION Lift No. Tin Place Density COMPACTION TEST NO. 10-06 1 PATH @ DOUBLE MANHOLE 1 1.41 .1 92 .1 10-06 '2 @ APPROACH TO FOOT BRIDGE 1' 14J .3 93 .5 i Remarks: cc : CITY" OF T IGARD KEYWAY NATIONAL C:URF'f RAT I OIJ WESTERN WOOD STRUCTURES K . THRALL/MM .Tested by _ _ CARLSON TESTING INC Information contained herein is of to be reproduces,except in full, without prior authorisation from this office. Carlson 'Vesting, Inc. Construction Inspection& Related Tests Consulting P.O. Box 2.3814 Tigard,Oregon 97281 Phone(503)684-3460 September 27 , 1994 FAX 0 684.0954 94-2285 SHOP INSPECTION ® Hubbard Metal Fab DATES COVERED: September 27 , 1994 PROJECT: Fanno Creek Bridge ADDRESS: Tigard, OR INSPECTOR: E. Day #584 09-27-94: CTI representative performed inspections at Hubbard Metal Fab as follows : Visual inspection of the following items reveals the noted conditions: 1) Floor beam hanger S2 (P./L) 10 each totai. Size and profiles of fillet welds conform to shop drawings. Complete penetration single bevel and square groove weld fit-ups not verified. GMAW process used. Fabricator has stated spray transfer mode was used (Typ. all parts. ) 2) Bollard connection S6 2 each size and profiles of fillet welds conform to shop drawings . 3) Purlin hanger S4 (R/L) 10 each total. Single bevel complete penetration weld fit-up not verified. One leg of U is corner welded in lieu of single piece as detailed. Fillet welds exhibit size and profiles in conformance with shop drawings . 4) Purlin hangers S3 15 each. Single bevel complete penetration welds fit--up not verified. Side U plates - one leg is corner welded in lieu of single piece as detailed. Fillet welds size and profiles conform to shop drawings . 5) Beam seats S1 4 each complete penetration welds, fit-up not verified. Fillet welds have been installed where ground flush finish is specified. 6) Rod brace RB]. 12 each .lengths , size and profiles of welds conform to shop drawings. Copies of welder certifications are attached. Certifications are not current . Our reports pertain to the material. tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. #94-2285 September 27 , 1994 Page 2 of 2 If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submitted, CARL-,ON�'TEIS:ING INC . A � tel/ D glas W. Leach P sident ED/ecp attachments cc : Gramor Development, Inc . City of Tigard Keyway National Corporation i Construction Inspection & Retated Tests CaAson Testing, Inca P.O.Box 23814 Tigard,Oregon 97281 WELDER,WELDING OPERATOR OR TACK WELDER OUAit IFICATION TEST RECORD Phone(503)684 3460FAX#684-09L4 Type of Welder - - Identification No. 5AA-Rd-(19"17 C-367 Name-----BRAD nAHTEN -- - 6/14/94 Welding Procedure Specification No.__ re,___--_— Date- Reccrd Actua!Values Used in Qualification Qualification Range Variables S14AW Process/Type(5.16.2) Eiectrode(single or multiple) --� DC Current/Polarity Positicn(5.16.5) 3G ti 4G _ - Weld Progression 15.16 7) - 1/B" - 3/4" Backing(YES or NO) (5.16.18) Material/Spec.(5.16.1) Base Metal Thickness:(Plate) 3/g" Groove Groove Fillet -- -- - Thickness:(Pipe/tube) A - Groove - - _ Fillet Diameter.(Pipe) N/A Groove Fillet — Filler Metal(5.16 3) Spec.No. — F4.L�--- Class -- F4-3-2-1 F-No. Gas/Flux Type(5 16.4) --F-4 Other -- VISUAL INSPECTION(5.12.6 or 5.12.7) Acceptable YES or NO_YES 3G Guided Bend Test Results(5.28.1/5.29.1) Type Result 4G Type Result -- T-Piss---- -- --— _ace _ 9- Pass RnCit_ _ Fillet Test Results(5.28.2/5.28.3;5.39.3/5 39.4) Appear:nce Fillet Size -- Fracture Test Root Penetration—.------ Macroetch _-----.-- - (Describe the location,nature,and size of any crack or tearing of the specimen) Inspected by _9ARM_L__T ALLEY - Test Number ---------- — Organization _CT,__— Date -- ^i RADIOGRAPHIC TEST RESULTS(5.28.4/5.39.2) Film Film Identification Results Remarks Identification Results Remarks Number Number interpreted b Test Number my _—_.___�—._._ _ —_ ._ -- -- Organization Date _._- ----- - - We,the undersigned,certify that the statements in this record are correct and that the test welds were prepared,welded, and tested in accordance with the requirements of Section 5,Part C or D of ANSI/AWS D1.1,(_ y94 )Structural Welding Cede-Steel ear i;fUBBARD METAL FAB ' Manufacturer or Contractor_- Authrn ized By Date THE FOLLOWING DOCUMENT IS OF POOR ORIGINAL QUALITY N U L :. d ° ria ID 0 F av@ a a a a C � V p M H u a E. u a w mva o W N n 014 11 14 '• r \ r N o a u ti i W c�1 a, It 10 � u to W �'xa• of a s Nz V . ,C F I y LO ti wpp Wi W Y.x W yU OJ S W N V U h 1WW N AQ'W Vii h fWw� N O 0.0.h~.' 0 a a N L V el I Qcb In IDD x o d In $ u O y u r v 8 a cl U a o f 44 O �1 f9 u. 1 a o 4 .a W U x m moum p, w lye'_ CU F � • W c� _ - � ,,,I. � •a c u W • N t RCI U q tD m G r v a y F H 3 I y a W N ? r .mlu•I A V �`_ �H�aa r pp�, 'N ( a •moi a AU10, a ` C~., vl IC h~. ai h a r� C� AN N m I u u r a A 3 � N I N y • 11 V C wli q a 0 e u WVq 4 i v O = o P. q 7 w _ ♦ u a U q ! co 8 a 0 1 . :. .4 • 4J H Construction Inspection&Related Tests Carlson Testing, Inc. Geotechniud Consulting P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX N 684-0954 September 26, 1994 94-2285 FIELD INSPECTION REPORT DATES COVERED: Septem3er 23 , 1994 nno Creek Bridge PROJECT: Fa e g ADDRESS : Tigard, OR INSPECTOR: A. Ewing 4499 09-23- 94 : CTI representative reviewed shop drawings for beam and purlin hanger.; from Western Wood Structures , Inc. for the above project. Per this review she Engineer, Paul Gilham, was asked to clarify the intent of weld symbols. Per this discussion, the following resulted; 1) Engineer was asked to what extent the groove welds shovm as bevel and square groove welds require a specific effective throat (see all square and single and double bevel groove welds shown by Sheet 1) . Engineer advised that in all these cases that no minimum Effective throat is needed. Rather, Eagineer advised, these welds are specified to prevent cracking of fillet welds, which are structural. Where double bevel groove welds are shown (such as for beam seat S1) , the Engineer advised that these welds are not really carrying structural loads . 2) Weld symbols shown. by details for hangers S3 , S4 and S4R/L are reversed from the way welds actually should be provided i.e. "arrow side" welds need to be provided on "other side" and visa-versa. Our reports pertain to the material rested/inspected only. Information contained herein is not to be reproduced, except in full, without prion authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, C. Douglas W. Leach President-. AE/ecp cc : Gramor Development-- Inc . City of Tigard Keyway National Corporation Construction Inspection 6 Related Tests Carlson 'resting, Inc. Geotechnical Consulting 6X12 CONCRETE REPORT OF TEST SPECIMENS P.O. Box 23814 --- - Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C31/C39/C143/C1064_ _- Phone(503)664-3460 --- — FAX H 684-0954 09/27 94 �4-2285 PLAN REVIEW 9--4C Date Molded: -- , 19 --- Job No. -'--- Permit No: — - - Client: _-- GRAMOR DEVELOPMENT INC �_------.-.--- Project _ FANNO CREEK BRIDGE Address: T I GARD OR -- —------ --------- Contractor: ---- ----- —.-.------- -----Sub Contractor. -- —--- —----- LONE STAR NORTHWEST 82 -.._Ticket No. 221184 Concrete Supplier: - _ --_Truck No. —__ H .P . MURPHY Cu.Yds. 3/3 _—Load No.1 Gdst By: -- --_ SUNNY 82 J5 wenther — --- -- --- --Temp.High: _—. Ternp.Low: -- - BRIDGE ABUTEMENT WALL EAST SIDE Location of Placement: — ---- - ---- -- ------- -- -- - - 4 : 30 76 -- - -Test Time: - --------. --- Concrete Temp: - _ — 3000 28 4 1/2" I Strength Requirement: PSI a -days Slump -- ------Cement Type - -- U226 3/4" Mix No/No.Sacks -- Air Content -- - - --- -- Max.Aggregate Admix.Amount: — _--_—Brand: Admix.Amount .____-Brand - Set Tes'G Register Date IDTotal Unit Report Tested No. Days Number Rec'd Load Area _ PSI No. By 7 7501 09/2874,157 28.32 2620 3 JB 28 7501 09/28105,500 "28.34 3720 6 JB I2ta 7501 09/28107,880 28.34 3810 6 JB cc:CITY OF TIGARD -- WESTERN WOOD STRUCTURES Remarks: -- KEYGTfi f Fi7�TIO1�IAC- ----- OTAK INC - DAVE SINGER rnlnrmx*m rnnfMnprf harpin le not M hp rentortured.except In full.wNhout prior eUtf10f1ZAtla 1 from this office. Construction Inspection 6 ReWed Tests Carlson Testing, Inc. Geotechnical Consulting 6X12 CONCRETE REPORT OF --- — TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C31/C39/C143/C1064 Phone(503) - - FAX N 6134-0954 Date Molded: --09/27 19 94 Job No. _94-2215 - Permit Na PLAN REVIEW 9-4C Client: GRAMOP, DEVELOPMENT" INC Project: FANNO CREEK BRIDGE __ - ? I GARD OR Address: .--- — -- — - Sub Contractor. -- LONE -- —Contractor: --- ------ — Concretr,Supplier: LUNE STAR NORTHWEST —_Tn,cKNo. - 8L --Ticket No. 221184 Cast 3y: _ H .P . MURPHY -Cu.Yds. 3/3 --Load No.1/1 -- SUNNY 82 55 V Bather. — -- -----Temp.High: -- Temp.Low: BRIDGE ABUTEMENT WALL EAST SIDE l_oc:aticn of Placement: -- ------- - ----- 4 : 30 76 _Test Time: - ----Concrete Temp _ -- 3000 28 4 1/2" T Strength Requirement: ---------- PSI 0 ---days Slump Cement Type 0226 3/4" Mix NOW Sacks --- --Air Content — Max.Aggregate - -- Admix.Amount: — Drand: _---------Admix.Amount: Brand: Sed Test® Register Date Date Total Area Unit Repport Tested No. Days Number_ Rec'd Test ,Load - r— _PSI- No. By _ 7 7501 09/28 10/04 74,157 28.32 2620 3 JB 28 — 7501 09/28 10/2 -- ------- _`-_- 28 7501 09/28 10/2` cc :CITY OF TIGARD WESTERN WOOD STRUCTURES Remarks: - YW�7 T'TIN - r U H P U H OA I I U N — OTAK INC -- DAVE SINGER Inr.. mi— r oo',Nw4 hamin In rwit to ho ronrnrimp.rf Rxrant in toll.wtthmit nrtor authorization from this office. jNSy):cqTlON NOTICE City of Tigard Building Department 13115 811 Ball Blued.. Tigard. Oregon 97223 Inspection Line (pec-O-Phona): 639-4175 Buninese Phone: 639-4171 inspect ion:__� Appr/Sdwlk looting Plbg• Un relnb Mach. Rough-L,: ounA• � Plbq. Top Out: Gas Line lINAL: � -Bldg. Post/Beam Struct. San. Sewer Framing Insulation -Plumb' Poet/Beam Mech. Rain Drain -Mach. i Plbg. Underfloor water Line Gyp. Ed. _ PM Date Requested: ��'� �--_._—.� . ---- p/'-- Permit Address:J =-- - Builder:_ ill _—It ------ THE FOLLOWING CORRECTIONS ASiR REQU I AED�- Date:_._�J ._L..�_. _44- Inspector:. - — c APPROVED DISAPPROVED T_ APPROVED SUBJECT TO ABOVE Call For W W;P. INSPB�R'Ic)�I oTICE /� /� City of Tigard Building Department f L312S S* Ball Sled- Tigard, Oregon 97223,_- —" Inspection Ll,ne (Rec-o-Phona)i 6 '-4175 Business Phone: 639-4121, Inspectfbi'r �� - - — i rooting Plbg. Underslab Nec Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line rIN\Lt Post/Beam Struct. San. Sewer rraminq -Bldg. Pont/Beam Hach. Rain Drain Insulation -Plumb. Plbg. Underfloor /water Line Gyp. Bd. -Koch. ".( Timet �-\PM Date Requestedt� _ _AN Addroset-Z � G-% �f�5 PermitBuildert - o� .t2 TRB rOLLOWING ODRRIICTIONS AR6 PEQUIRRD: r Inspecto� �_�-- - Date: - 4V" D -_ - DISAPPROVKD APPROVRD SUBJI" TO AB[ Call for Reinap. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF6X1? CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C31/C39/C143 Tigard, 03)68regon -346 97281 Tesf Methods: ` � Phone(503)684-3460 FAX#684-0954 Date Molded: _— 09/26 19 94 Job No. 94-2245 permit No: PIAN REVIEW 9--4( Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK BRIDGE Address: _-TIGARD OR --- —_—__-- —�-- Gonlractor. ----- -- — Sub Contractor: _--- — -- -- Concrete Supplier: LONE STAR NORTHWEST ,—Truck No. — 262 —Ticket No. 228916 _ Gast By: S . LEACH —Cu.Yds. 7 _.___`Load No.1 Weather. —_-- SUNNY _ Temp.High: 85 --Temp.Low: 55 EAST SIDE FOOTING 8 WEST SIDE RETAINING WALL_ Location of Placement: — - — -- - 5:30 PM --_ - ---_--------------_-. Test Time: --Concrete Temp: --- _ - --- �.�.. 3000 28 3" I strength Requirement: -- PSI 6 --.-- days Slump —_ -_ Cement Type 0226 3/4 " Mix No./No.Sacks — Air Content — -- Max.Aggregate --- ----- Admix.Amount: —_-Brand: — Admix.Amount: —.—Brand: Set TWO Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load _ PSI No. By 7 7462 09/27 10/03 78,013 28.33 2750 2 JB 28 7462 09/27 10/24 28 7462 09/27 1012.4 HOLD 7462 0`i/27 Remarks: cC:CI'TY OF TIGgRD_ WESTERN WOOD STI3UCT 1f31 _. KEYWAY NATIONAL CORPORATION OTAK INC - DAVE_SINGER IMnrmeNon contained herein is not to be reproduced,except In full,without prior aufhorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF6X12 CONCRETI TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C31/C39/C143 - _ Phona�503)684.3460 ---- —"— FAX k 684-0954 Date Molded: 09/2E _, 19 94 _ Job No. 94-22>35 Permit No: PLAN REVIEW 9-4C Client: GRAMOR DEVELOPMENT INr- ------- Project: FANNO CREEK BRIDGE --___-_ ----- -_--- - Address: TIGARD Contractor. - -- --- -----Sub Contractor - - - - Concrete Supplier: LONE STAR NORTHWEST - Truck No. _ 262 -----Ticket No. .- 228916__ - — Cnst By: `' LEACH Yd -- s. __ Load No.1 — - --Cu. -- SUNNY __Temp.High: 85 -----Temp.Lew: -'-- Weather: _.--- ---- - - EAST SIDE FOOTING, & WEST SIDE RETAINING WALI.- Location of Placement: - -- — � --- - - -- s: J0 FSM __Tesi Time: -. -Concrete Temp: 3000 28 3 I Strength Requirement ------ PSI 0 --.- --days Slump --- -- Comcnt Type -------- 0226 /4 Mix No./No.Sacks ----- Air Content --- Max.Aggregate - - Admix.Amount: Brand: -Admix.Amoant. --- Brand: Set Test® Register Dale Date Total Area Unit Report Tested No. Days _ Number- Nec'd Test Load _ _ PSI No. By --- 7 7462 09/27 10/03 78,013 28.33 2750 2 JB 28 7462 09/27 10/2 113,900 28.34 4020 5 JB 28 7462 09/27 10/24 113,470 28.34 4000 5 JB HOLD — 28- 7462 09/27 10/24 11-5,030 ___28.34__ LL 4060 5 JB Remarks: _cc•CITY OF TIGARD _ WESTERN WOOD STRUCTUk .KEYWAY NATIONAL CORPORATION OTAK INC - DAVE SINGER — _._-.-- — -- - — wn"natinn rtwomr wri humin k nnf fn ha ranrrxliirad Pxrpot in hili without orior authorization from this office. .wuv'Yb Y'Y•'Y.��rnrVAY LNSPE ION noTICE City or Tigard Buildlmg DePartaent 13125 SO Sall Blvd. Tigard. oregoo 97223 Inspection Line (R--O-Phone)-. 639-4175 Business Phonez(6 3q-•4171 Inspections_- 9 footin Plbg. Underelab Mach. Rough-in Appr/sdwl.k Found. rlbq. Top Out one Line FINAL: post/Beam Struct. Son. Sewer Framing -Bldq. Post/Roam Mech. Rein Drain Insulation -Plumb. Plbg. Underrloor Nater Lino Gyp. Rd. -tech. ( Tlmes AM x Dnte Reque8tte((d��s G Addroess 1�8 Permit #s Bu 1 idec: THE fOI.LOMTNG CORRECTIONS ARE REQUIRED: Inspectorsb _ _ __—.- Dates /,-,/APPROVED DIS1sPPROVED _--_ APPROVED SUBJECT TO ABOVE Call for Reinsp. Construction Inspection &Relates: Tests Carlson 'besting, Inc. Geotechnical Consulting 6X12 CONGkETE TEST SPECIMENS REPORT OF ----._— P.O. Box 23814 n 97281 ASTM C172/C1231/C31/C39/C1064/C143 hone(503go84-346 Test Methods: — —_ _- Phone(5X#684-0954 FAX ff 684-0954 Date Molded: _. 09/21 - 19 94 Job No. 94-2285 Permit No: ---- -- --- Client: GRAM:IR DEVELOPMENT 1NC FANNO CREEK BRIDGE Project: -- ----- -- - -- T IGARD OR Address: -- -- --- - ---- - -- Co ntrsctor: Contractor: ----- -- ----- — - -- LONE STAR NORTHWEST 063 228475 Concrete Supplier: _- -__T_Tn:ck No. _-._____ Ticket No. -------- 5 . ORDAN -Cu.Yds. ' — _Load No.1— - ---- Cast By: -- ---- --- —_ _ i 1NNY 90 56 Weather: ---- -----Temp.High: Temp.Low: PEDESTRIAN BRIDGE E ' R N ' SIDE FOOTINGS Location of Placement: -- --- 4 =20 70 Test Time: Concrete Temp: ---- 3000 28 2 1/2" T 6lrength Requirement: —PSIa days Slump - -----Cement Type 0 i/4 226 " Mix No./No.Secks ----- Air Content -- ---- Max.Aggregate ------- - - - W/AEA Admix.Amount: ____ Brand: Admix.Amount: - _Brand: -- Set Testi Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load - PSI No. By 7 7366 09/22 09/28 94,873 28.37 3340 1 JB 28 7366 09/22 10/19 126,160 28.35 4450 4 JB 28 7366 r09/222/22 10/19 130,050 28.35 4590 4 JB HOLD 28 7366 10/19 128,910 28.35 4550 4 JB cc :CITY OF TIGARD WESTERN WOOD STRUCTURES Remarks: CITAK INC - DAVE SINGER INSPECTED RESTEEL PLACED IN BOTH FOOTINGS , FOUND 10 BE IN CONFORMANCE WITH cnfnmvi*n enrvb*wd herein Is reit to be reproduced,except in full,without prior authorization from this office. Plan Review# Date CITY OF TIGARD OREGON Structural Special Inspections �) I Iie owner or architect or engineer of record shall complete Parts 6& D of this form and then return it to the Building Division !,)r approval prior to issuance of a building permit. (Please note that a separate soils special inspection form may be required and additional special inspections may be required for contractor design Items.) Project Address: w��p �-U�a s� r Protect NameT �, (r,,p ��p ! J r� Architect of Record (Firm): d r"�� � M.` Phone Ido: I�- Engineer of Record (Firm): C, — Phc_.e No: C �411�r v die following special Inspections and structural observations shall be performed according to the State Building Code and the City of Tigard's Municipal Code Chapter 14.06.C10 - 14.06.040 unless a schedule of inspections is submitted by"he Engineer of Record and approved by the Building Division. A. TR Reinforced Concrete ❑ Prestressed Concrete ❑ Structural Steel ❑ Structural Masonry, f'm =— Welding ❑ Fireproofing Other r J$ ir. Ca^Cylk - — I Indicate the special inspector or approved testing agency to perform the special inspections noted in Part A above, including addresses and phone numbers. Submit names, qualifications and certifications of the special inspectors assigned to the project. The special inspector or inspection agency shall submit o final signed report to the Building Division stating that all items requiring special inspection and testing were fulfilled and reported and,to the best of his/her knowledge, In conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the U.B.C.(see U.B.C. 7015 for soils special inspection final report requiremenlis). Items not in eon�)rmance, unresolved Items or any discrepancies In inspection coverage (Lo., missed inspections, periodic inspectldhe when continuous was required, etc.) shall be specifically itemized in this report. ❑ Structural Site Observation by Engineer of Record The owner hereby agrees to employ the special inspector,approved tasting agency and/or engineer for the above-noted special Inspections d/or structural observation. lignature of Owner 'rint Na//me �e x. 7�_� �V",A4 4 Phone No. irm 6 cum4 ,_ L��V e�e�.'12♦c� /�Or� �[�' Date Structural Plans Examiner signature s+ro +« 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 64 CQQA� �� socm-,p Carlson Westin Inc. Construction inspection&R,!latea Tests Testing, Geotechnical Consulting July 22, 1994 P.O. Bvx 23814 Tigard,Oregon 97281 CITY OF POPTLAND SPECIAL INSPECTORS Phony(503) -095460 FAX#884•C954 AND OTHER PERSONNEL CERTIFICATIONS INSPECTQ CERTIFICATION NO. FIELD(S1 Edward Adams 585 Reinforced Concrete Prestressed Concrete Troxier Nuclear Density WABO Vern Bedinger 304 Structural Steel AWS QC-1 (Retired) Ronald Brown 602 AWS QC-1 90120021 Structural Steel NDT Level I WABO James Bryant 586 ACI Concrete- Field Reinforced Concrete Prestressed Concrete WABO Edward Busch ACI Concrete - Field Troxler Nuclear Density Chuck Carmien 5.14 Structural Steel AWS QC-1 WABO Edward Day 584 Structure' Steel AWS QC-1 NDT Level 2 Reinforced Concrete Structural Masonry ACI Concrete-Field WABO Ronald R. Dodson 573 Reinforced Concrete Troxler Nuclear Density Andrew M. Ewing 499 Reinforced Concrete Structural Masonry Prestressed. Concrete Structural Steel AWS QC-1 NDT Level 2 ACI Concrete-Field Troxler Nuclear Density WABO Page 2 of 4 Joseph M. Higgins 567 Structural Steel AWS QC-1 Reinforced Concrete ACI Concrete-Field NDT Level 2 WA.BO James D. Imbrie Professional Engineer Scott M. Jordan 547 Reinforced Concrete Structural Masonry ACI Concrete-Field/Plant Troxler Nuclear Density OSHD Nuclear Density OSHD Soils/Aggregates OSHD AC Content by Nuclear WABO Peter Jorland 621 Structural Steel NDT Level 2 Charles Kastel Class B Field Concrete ACI Concrete-Field OSHD AC Content by Nuclear Troxler Nuclear Density Michael Larson 625 Field Concrete ACI Concrete-Field Brian Leach Troxler Nuclear Density Doug Leach 360 Reinforced Concrete Structural Masonry Prestressed Concrete Structural Steel Troxler Nuclear Density WAB0 Steve Leach Class B Field Concrete OSHD ACI/QCT Concrete OSHD Nuclear OSHD Soils/Aggregates Troxler Nuclear Density Michael McHargue 614 NDT Level I Structural Steel Norman P. Moshberger 490 Structural Masonry Brian R. O'Connor 529 Structural Masonry ACI concrete-Field Troxler Nuclear Density OSHD Nuclear Density OSHD Soils/Aggregates OSHD AC Content by Nuclear 1 Page 3 of 4 Harold 0. Payson 530 Reinforced Concrete Structural Masonry WABO Walter L. Scheribel 509 Reinforced Concrete Structural Masonry Prestressed Concrete Robert Scott 619 AWS QA-1 NDT Level II Structural Steel Claus D. Stasc:h 485 Reinforced Concrete Structural Masonry Prestressed Concrete Troxler Nuclear Density WABO Samuel. G. Stoner 61J. Field Concrete ACI Concrete-Field WABO Bernard Suminski 399 Reinforced Concrete Structural Masonry Prestessed Concrete ACI Concrete-Field Troxler Nuclear Density WABO Bryan Talley 616 Structural. Steel AWS QC-1 NDT Level 1 Kevin Thrall Class B Field Concrete Troxler Nuclear Density ACI Concrete-Field Teresa Vann Troxler Nuclear Density OSHD Nuclear Density ACI Concrete-Field OSHD Soils/Aggregates OSHD AC Content by Nuclear Lawrence Warfield 601 Reinforced Concrete ACI Concrete-Field ACI Concrete-Plant Troxler Nuclear Density WABO September 23, 1994 Page 4 of 4 William Robert White 599 Reinforced Concrete ACJ Concrete-Field Troxler Nuclear Density WABO James A. Woolf 486 Reinforced Concrete Prestressed Concrete Structural Masonry Trorler Nuclear Density OSHD Nuclear Density WABO Denell D. Zander, P.E. 465 Reinforced Concrete Structural Masonry Professional Engineer CITY OF T I GIRD COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT 13125 SW Hall Blvd.Tigard,Oregon 97223*81N (503)839-4171 PERMIT #. . . . . . . : BLIP94 7.1E 5. DATE ISSUED: 09/ 12/94 639--4171. PARCEL: 2GIB'E'AD--03000 SITE ADDRESS. . . : 12800 SW ASH AVE SUBDIVISION. . . . .- BURNHAM TRACTS ZONING: CBD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .I -------------------------------------------------------------------------------------- -- REISSUE: FLUOR AREAS---------- EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :NEW FIRST. . . . :384 !,f N: S: E: W: TYr1E OF USE. . . :COM SECOND. . . - s f PROTECT OPENINGS?------------- TYPE OF CONST. :5N THIRD. . . . : s N: S. E: W: OCCUPA61CY GRP. :A3 TOTAL—.-----: 384 s ROOF CONSTt FIRE RET':' -. OCCUPANCY LOAD:54 BASEMENT. - sf AREA SEP. RATED: STOR. : 1 H T. 8 ft GARAGE. . . f OCCU 9F.P. RATED. BSMT? : MEZZ'i : READ SETBACKS REQU I FLOOR LOAD. . . . : 100 psf LEFT: ft RGHI : ft FIR GPKL:N SMOK DET. . .-N DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM:N HNDICP ACC:Y BEORMS: BATHS: IMP SURFACE:00 PRO CORR:N PARKING: VALUE. $ : 12000 Remarks.- Construct a pedestrian briage At FannD Creek Park Owner: FEES CITY OF TIGARD type alvoi-trit by date reept 13125 SW HALL BLVD. PRMT $ 92. 50 JG 09/12/x14 PLCK $ 60. 13 JG 09/12/94 TIGARD OR 97223 FIRE $ 37. 00 JG 09/12/94 Phone #: 639-4171 5PCT $ 4. 63 JG 09012/94 Contractor: WES*TLRN WOOD STRUCTURES 2106755 SW 105TH ST TUALATIN OR 97062 r,hone #; 692--6900 $ 194. 25 TOTAL Gc,q #. . -. 2515P REQUIRED INSPECTIONS 'his permit is issued subject to the regulations contained in the Foot/Found Insp I iga-d Municipal Code, State of Ore. Specialty Codes and all other Reinf Steel Insp lup_icable laws. All work will be done in accordance with Framing Insp 1:,pruved plans. This pervit will expire if work is not started Peiriforced coner oith:n 188 days of issuance, or if work is s spenJed for more Bolts in concret f har 180 days. Lie. fabricated s Stri-icti-tral o b s e r ----- � Final Inspectioonn t'eomi.ttee Siqnati-tre.- I r,it-ted By : Call for inspection — 639-4175 _Commercial Building Permit Application City of Tigard 13125 S IAI flail Blvd. Tigard, OR 97223 - (503) 639-4171 'Df-0t,00 j 2Q�a /LSH s+ -rXt Jobsite Address: -- G, = ?>AfA Office Use Only Tenant: Suite # Valuation;f � �( ,� Planck/Rec# c, _ Permit # Owner: OF Map & TL Address: Approvals Required_ — — Planning Phone: Engineering W&Y&A) 0Other Cositractor: 5Ui iu�C?LtR&5 r« �p VE0 TO kyr Address: 7.0�� ��• P _ - -- Typeo const: Occupancy class: Phone: it(TSprinklered? `,'es No Contractor's L.r,-ense #�;'_` _ ` (attach copy of current Oregon license) Sq. ft. of project: _ Contact name & phone: ,,MiiC If Story (1 st, 2nd, etc.) o� _. . Architect/Engineer: � �AJ� Proposed use: Previous use: Address: t— Note: Plumbing & mechanical plans La� ll�0j) must be submitted at time of building permit application. Phone: _ — o JOB DESCRIPTION: —L_x w214eA_ A K- ku:: Ff M_ it UP 2;R4 _ Appli Signature & Phone rr-imber Received by: Date Received: Y r) uPermit # Account Description Amount Amt. Pd. Bal. Due GJf�7 I 1-VAn raj Bldg. Permit (BUILD) Plumb. Permit (PLUMB) _ Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Pian Check (PLANCK) Bldg. Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Ui Lige Chg (SDSDG) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) _ Commercial TIF (TIF-C) _ Industrial TIF (TIF-1) _ Institutional 71F (TIF-IS) _ Office TIF (TIF-0) _ Water Quality (WOUAL) Water Quantity (WOUANT) — Fire District (FIRE) Erosion Crit Permit (ERPRMT) Erosion PlanddUSA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: � � �� IVY, 26 CITY OF TIGARD - RELVIPT OP PRYMVNI RLCVIPT W CHECK (-IM()I..!I\l 1 a V)4. ;`6 NAM- , GRIMM DEVELOPMEW CASH AMOUN't y N. (AW pooRoss a ATTNv DEAN BOWNSON PAYMENT D01f t 09/ 15/94 9895 BE SUNNYSIDE PD, 4P St 14D I V T S I ON CLACKAMAS, (.1R 9701!-, - P"RPOSE OF PAYMENT AMOUNT PAID PURPONE Or- PAYlvik-Ni- AMOUNT PAlD k9l1...1)imm PERM 92. 50 S1. 011111) PER I q IM CHECK Ff-. 60. 13 FIRE LIFE HAFEN WAN EX 37. 00 wilr)(41' UVE14 ARH Ir REEK 1i-600 f ASH AVE I AMOUNT PA 11) 194. Pb Framco Aeration & Mixing Co. FRAMCO EXPRESS LIMITED WARRANTY: SOLVENT RECOVERY SYSTEMS SRS - V45 X{? SERIAL NUMBER: qa g3 This product manufactured by Framco Ervironmental Technologies is warranted against defects in material and workmanship for one year following the date of purchase if operated in accordance with Framco's printed recommendations and instructions. Exceptions are gaskets and teflon coating. Proof of date of purchase required to validate warranty. This warranty does not cover any defects or damages caused by service or repair performed by anyone other than a Framco Authorized Service Center. rHIS WARRANTY DOES NOT COVER: 1. Normal wear and/or defects caused by or related to abrasion, corrosion, abuse, negligence, accident, faulty installation or tampering in a manner which impairs operation. 2. Framco makes no warranty and disclaims all implied warranties of merchantability and fitness for a particular purpose, with respect to accessories, equipment, materials, or components sold but not manufactured by Framco Environmental Technologies. These items sold, but not manufactured by Frainco Environmental Technologies (such as electric motors, switches, etc.) are subject to the warranty, if any, of their manufacturer. Framco Environmental Technologies, will provide purchaser with reasonable assistance in making claim for breach of these warranties. 3. Transportation costs and other incidental , direct, special or consequential damages and loss. 4. Any implies warranty ,r merchantability or fitness for a particular purpose on Framco Environmental Technologies Equipment is limited in duration to the duration of this warranty. Date:7/15/92 Form:WARFET400 Rev. - 1856 Apex Road 0 Sarasota, FL 34240 4 (813) 377-3600 FAX (813) 377-6900 I TABLE OF CONTENTS 1. SAFETY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 2. ELECTRICAL HOOK-UP. . . . . . . .. . . . . . . . . . . . . . . . . . .3 3. TEMPERATURE SETTING. . . . . . . . . . . . . . . . . . . . . . . . . .3 4. SET UP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 5. OPERATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 6. DISTILLATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 7. TERMINATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4 R. MANUAL TERMINATION. . . . . . . . . . . . . . . . . . . . . . . . . . .5 9. RESTART. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 10. HEAT CONTROL SWITCH. . . . . . . . . . . . . . . . . . . . . . . . . .5 11 . USAGE MAINTENANCE. . . . . . . . . . . . . . . . . . . . . . . . . .6 12. WEEKLY INSPECTION. . . . . . . . . . . . . . . . . . . . . . . . . . . .6 13. MONTHLY MAINTENANCE. . . . . . . . . . . . . . . . . . . . . . . . . .6 14. PARTS LIST. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 15. APPENDIX A. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 REV DOC# OMX7OOO.61O !�ik SRS-X-7000 SOLVENT RECOVERY SYSTEM SA_FMT & OPERATING INSTRUCTION 1. SAS A. Operate the SRS-X-7000 in a well ventilated area that is isolated from welding equipment, cutting systems, or any other potential spark producing equipment. The designated area should be equipped with a fire extinguisher, and a visible timer. B. SRS operator should wear: * Face Goggles * Gloves * Apron * Respirator C. To avoid inhalation of fumes, DO NOT STAND DIRECTLY OVER RECNCLER while in operation or when opening. D. Check the Material Safety Data Sheet from your solvent supplier for flammability, toxicity and boiling points. E. The Over-Temperature light should not turn on under normal operating conditions. If it should come on, shut down the stem immediately and locate the cause before continuing the process. In case the Over-Temperature light should come on, check the fol 1 owi og: Temperature ranges Channels 1 & 2 too close Overtemp Channel 7. ; )o low F. iiiii ! iiii ! ! !WARNING! iiiiiiiiiiiie Disconnect power before accessing electrical control enclosure. 2 - 1 2. ELECTRICAL HOOK UP A. Unit is build to NEMA 7 (explosion proof) Class I specifications. B. Power requirements are 208/220 volt, 17.5 amp, single phase, 50/50 cycle supply. 3. TEMPERATURE SETTINGS A. Cycle Off * Thermostat is preset at 3900F. (lower left dial in control box. ) B. Cycle Overtemp Thermostat is preset at 4500F. (lower right dial in introl box. ) C. Thermostat Setting Variations * To recycle Mineral Spirits (Varsol ) Cycle Off Set thermostat @ 4500F. Cycle Over"�emp Set thermostat @ 5500F. * To recycle Acetone Cycle Off Set thermostat @ ZOO F. Cycle Overtemp Set thermostat @ 3500F. To recycle other solvents consult Appendix A page 8. 4. SET-UP A. If using liner bag, place wire-frame basket into liner bag. Place assembly inside solvent tank. NOTE: BE SURE EXCESS LINER BAG MATERIAL DOES NOT BLOCK VAPOR PASSAGE OF SOLVENT TANK. B. Load used solvent into solvent tank. NOTE: 7.5 gallon maximum capacity 3.5 gallon minimum capacity C. Close and secure lid assembly by pushing straight clown, then turoing both latch knobs 1/4 turn to the left. 3 5. OPERATION A. Turn Power Off/On Switch (located on control enclosure) to on. (This activates the condenser fan, supplies power to the temperature control board, and to the power side of the main contactor and switches. ) B. Turn Cycle On Button to the right. Cycle On light will light up. (Main contactor closes and power is supplied to the heating element.) C. Install drain pipe from condenser outlet pipe to collecting container. Drain pipe cannot be submerged in collection container solvents. NOTE: The condenser outlet should be at a higher elevation than the inlet of the collecting container. D. Clip Green/Yellow ground wire to any metal part of collecting container. 6. DISTILLATION A. Distillation starts within 30 to 60 minutes, (depending on the sclvent being distilled. ) Distillation continues at a rate of approximately 3 gallons per hour. B. During the distillation process, the amount of liquid in the tank decreases, and the temperature rises from approximately 2000F. (initial boiling temperature) to the preset cycle cut- off temperature. This occurs when approximately 95% of the solvent has been distilled. 7. TERMINATION A. When the preset Cycle Off temperature is reached, the Cycle-On Light will go off. B. The condenser fan will continue to operate and the distillation process will continue until the remaining liquid in the tank is distilled or cooled below its boiling point. NGTE: This should take 30 minutes. YOU SHOULD WAIT A MINIMUM OF 30 MINUTES BEFORE OPENING LID. �� 4 C. Turn the Power Off/On Switch to off. (This de-energizes the fan motor and the temperature control board. ) D. To remove lid, push straight down and turn both knobs 1/4 turn to the right, clean per cleaning instructions in Step 11 . 8. MANUAL TERMINATION A. Turn the Cycle Off/On Switch to off. B. WAIT A MINIMUM OF 30 MINUTES. Turn Power Off/On Switch to off. C. Remove lid and clean per cleaning instructions in Step 11. 9. RESTART A. When the cycle is terminated by either the Cycle Off/On Switch or the Cycle Off thermostat, it can be restarted by turning the Cycle Off/On switch to the "On" position if the following conditions are met: Evaporator temperature is below the set point of the Cycle Off/On thermostat. There is a minimum of 3 gallons of solvent remaining it the tank. 10. HEAT CONTROL SWITCH A. The heat control switch is designed to control the amount of heat input during the distillation cycle. The Heat Control Switch will produce a highly effective operation, and a better return of distilled solvent. B. The Heat Control Switch works by regulating the input of energy into the heater similar to the way the control dial of an electric range regulates the heat of a burner. C. The Heat Control Dial is numbered 1 to 7, with 1 being the lowest heat setting. D. Solvent Boiling Point (OF. ) Heat Control Setting <150 2 to 3 150-300 3 to 4 300-400 4 to 5 400-450 5 to 6 �k 5 11 . USAGE MAINTENANCE A. Clean tank with clean damp cloth or rag after each use. NOTE: TANK IS TEFLON COATED, DO NOT SCRATCH WITH ABRASIVES OR METAL INSTRUMENTS._USE PLASTIC TOOLS TO CLEAN OUT STILL BOTTOMS IF NECESSARY. y B. Keep condenser coils and fins free of dirt and overhead. Use an air hose attachment to clean bei.ween fins and coils. C. If using liner bags: Remove wire basket from liner bag, remove residue from liner bag, clean bottom of solvent tank. Check liner bag to determine if it can be re-used. 12. WEEKLY INSPECTION A. Visually check lid gasket for any cuts, nicks, etc. B. Inspect condenser for excess dust, dirt etc. C. Inspect ground wire. 13. MONTHLY MAINTENANCE A. Blow out condenser fins. B. Back flush condenser with air from ,outlet pipe to tank. 6 SRS-X-7000 PARTS LIST PART # DESCRIPTION SRS135 CONDENSER SRS404 FAN MOTOR SRS405 FAN BLADE SRSX7003 CONDENSER ASSEMBLY SRS212 CONTACTOR 30A SRS233 FUSE 15A SRS166 REO-STAT SRS406 GROUND WIRE 22" SRS407 GROUND CLIP SRS035 GASKET SRS)40 KNOB SRS176 0-RING, VITON SRSX7005 LID ASSEMBLY SRS10B TANK SRS403 BASKET SRS22 LINER, SRSX7002 VESSEL ASSEMBLY PARTS ARE AVAILABLE FROM YOUR DISTRIBUTOR 7 tC W O � T �✓ t= �.. C ..� Rvr•�. L �nlJ1 C Cyd Lov.— W t� r Q Q / <W L �V Q -_�iC -cam U -� J C 1 I 10 —q TON J � � X t9AgqY B rl-� i �/liar sa i � n J I 8 I IN ►asa w 0 T I 1- T 3 N W � p s z � I J Aal W ol U <4 ulLn �— � U *= I— �_ o ¢ r s C, Y N APPENDIX A BOILING RANGE IN DEGREES SOLVENT CELSIUS FAHRENHEIT ALCOHOLS Amyl Alcohol 127-137 261-279 Iso-Butyl Alcohol 106-109 223-229 N-Butyl Alcohol 116-119 242-247 Sec Butyl Alcohol 98-101 208-214 Cylohexanol 160-161 320-322 Ethanol , Anhydrous 74- 80 1.65-176 Ethanol , 95% 14- 80 165-176 2-Ethal Butyl Alcohol (Iso-Hexyl Alcohol ) 140-160 284-320 N-Hexanol 151-159 304-319 Methyl Alcohol (Methanol ) 64- 65 147-149 Methyl Amyl Alcohol (MIBC) 130-133 266-271 3-Methoxy Butyl Alcohol 155-164 312-328 Iso-Popyl Alcohol , Anhydrous 81- 83 179-181 Iso-Propyl Alcohol , 91% 19- 80 175-176 N-Propyl Alcohol 96- 98 204-208 Aliphatic Petroleum Naphthas Heptane 93- 97 201-207 Hexane (1-2-3) 64.. 70 149-158 Lacquer Diluent BT (1-3) 80-100 176- 212 Lacquer Diluent BT (2) 76-10 159-21.8 Lacquer Diluent 6 (2) 94-104 202-�"O Lacquer Diluent 10 (1-2-3) 94-105 201-??2 Lacquer Diluent 17 (1-2) 94-106 202-222 Lacquer Diluent 20 (1-2) 96-106 204 223 VM&P Naphtha-66 (1-2-3) 121-139 X50-282 345 Solvent (1-2-3) 153- 172 308-342 360-66 Solvent (1-2) 154-173 310-344 Al kanol ami nes Diethanolamine (DEA) 168-169 334-336 Monoisopropanolamine 159-163 318-325 Morpholine 12b-130 259-266 8 AROMATIC HYDROCARBON SOLVENTS Benzene (1-2) 79- 80 174-176 Toluene (1-2-3) 110-111 230-231 SC Solvent 2. (1-2) 98-109 208-228 SC Solvent 27 (1) 100-111 212-231 SC Solvent 25 (2) 99-137 210-278 SC Solvent 26 (1-2) 100-136 213-276 SC Solvent 28 (1) 103-136 217-277 Xylene (1-2-3) 138-140 281-284 Ethylbenzene (1-2) 135-137 275-278 SC Solvent 37 (1) 131-138 267-281 SC Solvent 38 (1) 131-145 276-294 SC Solvent 38 (2) 130-169 283-335 SC Solvent 38 (3) 135-171 274--341 SC Solvent 100 (1-2-3) 159-169 319-336 ESTERS Amyl Acetate (STD) 12.7-155 261-311 Amyl Acetate (PRIMARY) 140-150 284-302 Iso-Butyl Acetate 112-119 223-246 N-Butyl Acetate 122-128 244-262 Sec.-Butyl Acetate 104-115 219-239 Solvent EE Acetate 145-166 293-331 Solvent EM Acetate 140-147 284-297 Ethyl Acetate (85-88%) 71- 79 160-174 Ethyl Acetate (99%) 16- 78 169-172 Hexyl Acetate 165-169 329-336 Methyl Acetate 53- 59 127-138 Methyl Amyl Acetate -140-150 284-302 Iso-Propyl Acetate 85- 90 185-194 N-Propyl Acetate 98-102 208-216 Isobutyl Isobtylrate 144-151 291-304 CHLORINATED SOLVENTS Carbon Tetrachloride 77- 78 170-172 Chlorothene NU & VG 74- 90 165-194 Dowclene EC 74-122 165-252 Ethylene Dicloride 81- 86 179-186 Methylene Chloride l*,�ch. 40- 41 104-106 Monochlorobenzene 131-132 269-270 Perclorethylene 121-123 250-254 9 Propylene Dichloride 96- 98 204-208 Trichlorethane 1,1,2 110-115 230-239 Trichlorethylene-Extraction 87- 88 188-190 Trichlorethylene-Degr G 87- 88 188-190 CC #49 39-123 103-254 SC #14 9 Cold Degreaser 42-160 108-320 ETHYLENEAMINES Ethylenediamine 117 GLYCOL ETHERS Ethylene Glycol Methyl Ether 124.6 255.6 Ethylene Glycol Ethyl Ether 135.5 275.9 Ethylene Glycol N-Butyl Ether 171 . 1 340.0 Propylene Gylcol Methyl Eth i[0.1 248.2 Ethylene Gylcol Isobutyl Eth 158.0 316.0 KETONES AND MISC. ACTIVE SOLVENTS Acetone 55- 57 132-134 Cyclohexanone 154-161 308-321 Diacet.one Alcohol. , A>F> 145-172 295-342 Diacetone Alcohol , Tech. 60-170 140-338 Diethyl Ketone i0O-iO4 212 219 Diisobutyl Ketone (DIRK) 163-173 325-343 1,4 Dioxane 101-102 213-215 Ethyl Amyl Ketone 156-162 313-324 Mesityl Oxide 120-135 248-275 Methyl Butyl Ketone (MNBK) 126-130 255-266 Methyl Acetone (Synthetic) 50- 67 122- 153 Methyl Ethyl Ketone (MEK) 19- 80 174-176 Methyl Isoamyl Ketone (MIAK) 141-148 287-297 Methyl Isobutyl Ketone (MIRK) 114-116 237-241 Methyl N-Propyl Ketone 97-107 206-2.25 Tetra Hydro Furan (THF) 65- 67 149- 153 2.-Nitropropane 119-122 246-252 601 Solvent 74- 84 165-183 10 TERPENE HYDROCARBONS Turpentine. Gum 155-160 311-340 Turpentine Steam Distilled 157-164 314-327 Alpha Pinene 156-158 313-318 WHITE ROOM CLEANERS Dowclene WR 73- 86 163-187 lsotron PG & Freon PCA 73- 86 163-187 'lsotron T & Freon TF 47,6 117 11 INDUSTRY, COMMON SOLV. USED PRODUCTS IN SOLV. Auto Body ShOpS Acrylic & Lacquer Thinner Alcohol Butyl Acetate Ethyl Acetate Acetone Methyl Ethyl Ketone Methyl Isobutyl Ket. Toluol (Aromatic Hydrocarbon) Lacquer Diluent (Aliphatic) Acrylic Enamel Reducer Butyl Acetate Methyl Ethyl Ketone Methyl Isobutyl Ket. Toluol (AH) Lacquer Diluent (Aliphatic) Enamel Reducers Toluol (AH) Lacquer Diluent (Aliphatic) COMM. PRINTERS Press Wash Methylene Chloride Toluene Naphtha Alcohol Methyl Ehtyl Ketone Blanket Wash Methylene Chloride 25% Naphtha 75% Deglasing Solvent Methylene Chloride 100% BOAT_ Bl1ILDERS Acetone (fiberglass) SILK SCREEN PRINTERS Screen Cleaner Acetone Methyl Ethyl Ketone Lacquer Thinner Enamel Reducer FURNITURE REFINISHING Paint Remover Methylene Chloride Lacquer Thinner Enamel Reducer MANUFACTURING, PAINT SPRAY SHOP Lacquer lhinnars Enamel Reducer 12 S ILS SCREEN PRINTERS Screen CZeane_—. Acetones Mett�i EtsyL �taat Lacquer Thl.aaer Enamesl E!educer EUHtTL"EffHL HIM INI-S RMG Pal at Remove= tigtt3ri-ear Chraz-�de- Laquer- Tlhj a er Eaam&L lZmducar- KANUFACTUHZNG PAINT SP'HAT SHOPS~ Lacquer Thi aae== Eaam&L ReducearS MATERIAL SAFETY DATA SHIRT NPCA 1-84 FOR COATINGS, RESINS, A14D RELATED MATERIALS REPLACES NPCA 1-82 MANUFACTURER' S NAME EMERGENCY TELEPHCtNE NO. Benjamin Moore 6 Co. 201-344-1200 51 Chestnvt Ridge Rd., Montvale, N.J. 07645 DATE OF PREPARATION INFORMATION TELEPHONE NO. January, 1987 201-344--1200 - SECTION I - PRODUCT IDENTIFICATION PRODUCT NUMBER 192 01, 10 PRODUCT NAME IronClad Safety Zone Paint: PRODUCT CLASS Solvent Thinned Paint ------------------------------------------------------------------------------------ SECTION II •- HAZARDOUS INGREDIENTS 11IGREDIRNT PERCENT OCCUPATIONAL VAPOR EXPOSURE LIMITS PRESSURE. NAME CAS# TLV PRL •--------------•---------------- -- -- ----------••------- ----------------------- Mineral Spirits 64742-88-1 2 100 ppm 500 ppm 50mm Hq. VM&P Naphtha 64 742-89-8 20 300 ppm Not s 100" F. 26tnm Hg. -- —�-- A---� --- available ' @ 100' F. SECTION 1I.'. - PHYSICAL DATA 4 --------------------------- ------------------------------------ ------------------- BOILIIIG RANGE 2560 - 3900 F. VAPOR DENSITY HEAVIER L:GHTER THAN AIR £•►APOIATlt :l RATE FASTER -SILDWER THAN ETHER % VOLATILE VOLUME 448 W'."/GAL 13.0 I.Ls. SECTION IV - FIRE AND EXPLOSION HAZARD DATA ----------------------------------------------------------------------------- --- FLAMMABILITY CLASSIFICATION OSHA FLASI! POINT LEL Flammable Liquid DOT X - _ -500 F. 1% EXTINGUISHING MEDIA: FOAM "ALCOHOL" CO2 DRY CHEMICAL Y�1'EB FOG OTHER FOAM UNUSUAL FIRE AND EXPLOSION HAZARDS NONE SPECIAL FIREFIGHTING PROCEDURES Do not use water stream on burning liquid. Cool exposed containers with water. —— SECTION V - HEALTH HAZARD DATA ------------------------------------------------------------------------------- --- EFFECTS OF OVEREXPOSUPE -- Respiratory irritation and central nervous system effect- , Anesthetic. Skin and Eye Contact -• Primary irritation. MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: Unknown PRIMARY ROU-rE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDURES - Inhalation - Remove from hazard area, maintain breathing, call physician. Eve Contact - Flush thoroughly with wares . Call physician. Skin Contact - Wash with mild soap and water ------------------------------------------------•----------------- -- -------- SECTION VI - REACTIVITY DATA STABILITY UNSTABLE STABLE HAZARDOUS POLYMERIZATION MAY OCCUR WILL NOjOCCUR HAZARDOUS DECOMPOSITION IRODUCTS May produce CO2 and CO. CONDITIONS TO AVOID Not Applicable INCOMPATIBIr.ITY (MATERIALS TO AVOID) Not Applicable SECTION VII - SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLE) Remove all sources of ignition. Avoid breathing vapors. Use no,i-sparking tools to ret,ixn materials to container, absorb residue with Fuller's earth. WASTE DISPOSAL. METHOD Conventional procedures in compliance with local, state and federal regulations. Do not incinerate sealed containers. SECTION VIII - SAFE HANDLING AND USE INFORMATION _ —' — RESPIRATORY PPOTECTION Use NIOSH approved respirator specified for protection against paint spray mist and organic vapors in restricted or confined areas. VENTILATION Adequate to maintain working atmosphere below lowest T.L.V. and L.E.L. (See Sectior II for ingredient data and concentrations) . Mechanical exhaust may be reguiree. in corifired areas PROTECTIVE GLOVES Discharge ex)~aust only in area aw—y ^m ignition sources. Require+) during repeated contact. EYE PROTECTION Safety glasses to protect against splashes. OTHER PROTECTIVE EQUIPMENT Clothing adequate to protect sl-in. HYGIENIC PRACTICES: Not Applicable SECTION IX - SPECIAL PRECAUTIONS -- ---------------------------------------------------------------------------- PFiECATITIONS TO BE TAKEN IN HANDLING AND STORING FI.A."DIABLE - Keep away from heat, sparks, and flame. nTHER PRECAUTIONS Use only with adequate ventilation. Avoid prolonged contact with skin and breathing of vapor or spray mist. Close convainer after each use. Keep out of the reach of children. Do not take internally- NOTICE: Reports have associated permanent brain and nervous systsm damagr with repeated prolonged overexposure to solvents among persons engaged in the paintin,i trade. Iiitenti ontl misuse by deliberately concentrating and inhaling the contents may be htrmfvl or fata) . (/ CPS 210173 /U�PT NA HARMFUL OR FATAL IF SWALLOWED DANGER! PLA14MABLE KEEP OUT OF BEACH OF CHILDREN TYPICAL COMPOSMON Paraffins (incl. naphthenes) 916 Aromatics Xylene WAS 1330-20-7) 5% 'Toluene WAS 108-88-3) 2% Benzene 0.16 ]EXPOSURE STANDARD The suggested Threshold Limit Value is 200 pnm (parts of vapor per y million parts of air) for a daily 8-hour exposure. PHYSIOLOGICAL do HEALTH DATA EMERGENCY do FIRSr AID PROCEDURES Eyes Expected to cause no more than minor eye %ash eyes with fresh water for ai. least 15 irritat► ,n, minutes. If irritation continues, see a doctor. Prolonged or frequently repeated contact may Skin Was„ thoroughly with soap mid water following cause skin irritation or may cause the skin to skin contact. Launder contaminated clothing. become cracked or dry from the defatchig action of this material. bihalation Breathing the vapors at concentrations above If there are signs or symptoms, as described ir. the exposure standard can cause central this bulletin, due to breathing this material, nervous system depression. See Additional move the person to fresh air. If breathing has Health Data. stopped, apply artificiA respiration. Call a doctor immediately. Note kw�� expected to be acutely toxic by inges- If swallowed, DO NOT make person vomit. tion. Noto to Physician; Ingestion of this Call a doctor immediately. product or subsequent vomiting can result In spiration of light hydrocarbon liquid which -San cause pneum9nitis. See Additional Health Data. Clwrroa Environmental Nuhn Cantor Inc./P.d. Box 40W,Richmond, CA 94804 c 94745(A)(2300d40)PRINTED IN U.S.I. Enwrgency Pbono Niunber(415)233-3737 Page 1 of 3 Nn.42301 - Rev. 9/21/84 1� 1 ADDITIONAL HEALTH DATA pNVIRONMENTAL PROTECTION See Page 3. Environmental impart: Certain geographical areas have air polluti(,n restrictions concern- SPECIAL _ ROTBCTIVE INFORMATION Ing the use of materials in work situations which may release volatile components to 4e Protection: Avoid contact with eyes. the atmosphere. Air P pollution regulations Eye contact can be avoided by wearing should be studied to determine if chis mate- chemical safety goggles. rial is regulated in the area where it Is to be Skin Protection: Avoid prolonged or fre- used. quently repeated skin contact with this Precautions if Matrrial hi Released or material. Skin contact can be minimized by Spilled: Eliminate all sources of ignition in wearing impervious protective clothing vicinity of spill or rel lased vapor. Clean up Including rubber gloves. spills as soon as possible, observing precriu- Respiiratory Protection: Wear approved tions in Special Protective Information and respiratory protection such as an organic on product label. Absorb large spills �Nithvapor cartridge or an air-supplying respirator absorbent clay, diatomaceous earth, -or other unless ventilation equipment is adequate to suitable material. A fire or vapor hazard keep airborne concentrations below the expo- may exist since these cleanup materials will sure standard. only absorb liquid; they will not absorb vapor. Ventilation: Use adequate ventilation to Waste Disposal keep the airborne concentrations of this MQth"�' Place contami- material below the exposure standard. Hated materiels in disposable containers and bury In an approved dumping wren. FIRE PROTECTION _ RRACTIVr" DATA This material presents a fire hazard. Liquid Stability (7Tnermal, Tight, etc.) : Stable. quickly evaporates and forms vapors (fumes) Incompatibility (Materials to Avoid): May which -an catch fire and burn with explosive react with strong oxidizing materials. violence. Inv?sible vapor spreads easily and Hazardous Decomposition ""'can be set on fire by many sources such as Products. Normal combustion forms carbon dioxide and water pilot lights, welding equipment, and electri- vapor; Incomplete combustion can produce cal motors and switches. Fire hazard is carbon monoxide. greater as liquid temperature rises above Hazardous Polymerization: Will not occur. 150F. Flash Paint: (TCC) GOOF b (TUC) 730F "i" PHYSICAL PROPERTITS Autoignition Temp.: 510 C Solubility: PlammabilitS Limits: 1.0-6.0% Miscible with hydrocarbons; insolubly In water. EXtInguislung Media: CO2, Dry Chemical, Foam, Water Spray. Appearance (Colas, C*lor, etc.)-. Calories liquid. Special Fire Fighting Procedures: For fires Boiling Point: 251-275"F Involving this material, do not enter any Melting Poittt: n/a enclosed or confined fire space withouto ui Specific Gravity: 0.76 rd 15.6/15.60C proper protective equipment.pment. This may Vapor Pressure: 30 mm Hg @ 770F include self-contained breathing apparatus to Vapor Density (Air = 1}; 4.0 protect against ::he hazardous effects of Pareent Volatile (Volume %): 99+% t:;:mal combustion or oxygen deficiency. Read the entire bulletin. Evaporation (lain Ac = 1); 0.99 Molecular Weight: 110 (Avg.) SPF.CLiL PRECAU77ONS Viscosity: 0.60 cSt @ 100oC s See Page 3. n/a _ IT-ot Applfcable The above information Is baste, on date of wh;ch we are aware anti It believed to be correct as of the date hrouf. since the information conteintod ;iereln may be apollad under randitiont beyond our contror and with which we may be unfemiller and since data mode available wbmquent to ttt dits hereof may �ugpest r:--odificationt of the information, we do not aaume any responsibility for the results of its use. This information is fvrni.,had upon 0..s condition that the parson feaivinp It shall make his own determination ofthetuitability of the material for hit particular purpose. 2S)l Material Information Bulletin CHEVRON Thinner 2658 CPS 210173 ADDITIONAL HEALTH DATA Data available for a similar material indicate that this material is not expected to be acutely toxic. Signs and symptoms of central nervous system depression may include one or more of the fol- lowing: headache, dizziness, loss of appetite, weakness and loss of coordination. Affected persons usually experience complete recovery when removed from the exposure area. SPECIAL PRECAUTIONS READ AND OBSERVE ALL PRECAUTIONS ON PRODUCT LABEL. Contains Petroleum 'Naphtha. DO NOT USE OR STORE near flame, sparks, or hot surfaces. USE 0*'LY IN WELL VENTI- V, LATED AREA. Keep container closed. -' DO NOT weld, heat or drill container. Replace cap or bung. Emptied container still contains hazardous or explosive vapor or liquid. CAUTION! Do not use presssure to empty drum or explosion may result. CRR-67,151C1110M-4-111 rrintgWl In U.S.A 3 No. 2301 - Rev. 8/21/84 INSPECTION NOTICE City of Tigard Building Department 13125 M Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)s 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underelab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL- Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Fater Line Gyp. Rd. -Hoch. Date Requested: _- _ _Time: .�AM _PN Addrees:_. Permit RulI er: THE FOLLOWING CORRECTIONS ARE REQUIRED: a Inspector: " Dater ,( i APPROVED DI4APPROVRD APPROVED SUBJECT To ABOVE __Call For Reinep. city Tigard.t of Ti Buliding Department 13125 BW Ball Blvd. Tigard. eregoo 9722.3 / Inspection Line (Rea-O-Phonn)t 639-4175 Bueineas Phones 639-4171 Inspection: Footing Plbg. Ur.dorclab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gan Line FINALS Post/beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation _Pl,.imb• Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Data Request S /�/ - �, '2 Thi Ay PM Addronst - Permit Builder.:_ a TBE FOLLOWING CORRECTIONS ARE REQUIRED: Inspectors / ' — 1,• Date: APPROVED DISAPPROVED APPROVED SUBJECT—TO ABOVE Call For Reinnp. INEPECTIOII NOTICE City of Tigard Building Depaztaint 13125 811 Hall Blvd. Tigard, Oregon 97223 Inepection Line (Rec-cl-Phone)s 639 .4175 Busineee Phone: 639-4171 Inspection: Footing Plbq. Underslab Mach. Rough-in Appr/8dwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. 3an. Sewer. Framing -Bldg. Post/Beam Hach. Rein Drain Insulation -Plumb. Pibg. Underfloor —Wratter Lira Gyp. ad. -Hoch. Data Requested: < Z `-_ __Times AM PM Addraee: Permit Buildor: TRF FOLLOWING CORM-TTON9 ARE REQUIRED: ti r Inspector: �/ _ A— Data:_2 APPROVED _— DISAPPROVED _ APPROVED SUBJECT TO ABOVM '.a. For Reinsp. MEMORANDUM CITY UF TIGARD To: File From: Brad Roast, Building Official Date: February 26, 1992 Subject: 12800 SW Ash Ave, Public Worics parking log improvements. The parking lot/Shops Yard to be paved in the FY 92-93 will not be subject to a TIF or SWM development fee for the repsons as follows: Parking lots are not subject to a Traffic Impact Fee. Surface Water Management development fees are charged based on an increase in impervious surface only. The shops yard is partially paved, and partially gravel surface. Under the regulations, gravel surfaces are considered to be impervious. Therefore, there is no increase in the impervious surface. C17YOFTIFARD CRY RD / COMMUNITY DEVELOPMENT DEPARTMENT atl66+os1 1312118W 4e11 Blvd P.O.&ac 2x107.Ti"d,OmWn 97M(6W)030.4176 PERMIT #. . . . . . . : PLM9r'--0014 639-4171 DATE ISSUED: &7."/24/92 I I E ADDRESS. . . : 1281bO SW ASH AVE PARCEL: 23 102AD03000 SUBDIVISION. . . . : BURNHAM TRACTS TUNING: CBD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : CLAMS OF W(JRK. . :ALT GARBAGE DISPOSALS_ : MOBILE HOME SPACES. : TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . OCCUPANCY GR.P. . :B2 FLOOR DRAINS. . . . . . . . TRAPS. . . . . . . . . . . . . . . STORIES. . . . . . . . : WATER HEATERS. . . . . . : CATCH BASINS. . . . . . . : FIXTURES_.- __-_.._...._---_. LAUNDRY TRAYS. . . . . . :2 SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . : 1 URINALS. . . . . . . . . . . . :2 GRFASF TRAPS. . . . . . . . LAVATORIES. . . . . :2 OTHER FIXTURES. . . . . : TUB/SHOWERS. . . . : 1 SEWER LINE (ft ) . . . . WATER CLO SETS. . :s WA'rER LINE: (f t ) . . . . : DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . : kemalrks : Owners -------------------------------------- ------------ ------ FEES FEES ---- ------_.__ ... CITY OF TIGARD type 0 A0lAnt by date rec.pt 13125 SW HALL BLVD PRMT f 0. 00 JLH 0121/24/92 - PL(_K $ 0. 00 Jl_H 02/24/92 T1GARD OR 97223 5PCT 4 0. 00 .JLH 02/24/32 - Phone # : Contracto►-. GE.RALD ERNST 308 SF_ 148TH AVE PORTLAND OR 97233 ------•---------•------------------•- .. Phone #: 253-6368 $ 0. 00 TOTAL Req #. . : 74892 ------ REOUIRED INSPECTIONS ------- This per@it is issuer; subject to the rtgulations contained in the Tor,-neat Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection applicable laws. All work will be done in accordance with approved plans. This persit will expire if wor4 is not started within 188 days of issuance, or if work is suspended for @ore then 188 dw. P e m i t t e e S i y n a t r_r r ea s- sr_ted BY: Crall for inspection - 639-4175 INSPECTION NOTICE City of Tigard Building Department P.O. Box 23.197 Tigarc, Oregon 972.23 Phone: 639-4175 Type of Inspection Date Requested Time A.M._ P.M. Address !Q`�„�CJC.�—'S!►�/9,S// _ __`__^ Permit Owner iJ/7 Lot Builder The fallowing Building Code deficiencies are required to be corrected: ---------- --- - - Co rn I ✓� ,Y_�f _ Presented to Inspector -- --- � Disapproved Date CALL FOR REINSPECTION (� YES I_] NO CITYOFTIGARD #D BUILDING PERMIT COMMUNITY DEVELOPMENT DEPARTMENT �oN FERMI T #. . . . . . . : BUP;i 1 u�,_:i, 13126 SW HW 8W. P.O.So223307,TIMd.Or*W 9722)(SM)M 4176 a SITE ADDRESS— : 12800 SW ASH AVE PARCEL: 2SI02AD-011171ftl SUBDIVISION. . . . : BURNHAM TRACTC ZONING: CBD Bt_OCK. . . . . . . . . . a LO. . . . . . . . . . . . . . ------------------------- REISSUE: FLOOR AREAS--- -- -- - - EXTERIOR WALL CONSTRI)r.TIC)H CLASS OF WORK. :AI_T F I RST. . . . : s f N: S.. E: W: TYPE OF USE. . . :COM SrCOND. . . - s PROTECT OPENINGS?--_..__-.-_- I'YnE OF' CONST. :5N THIRD. . . . : s f N: 5: E. W: OCCUPANCY GRP. :132 TOTAL----••-----e 0 s f ROOF COINIST: FIRE RFT? OCCUPANCY LOAD: BASEMENT. : sf AREA SEP. RATED: t;TOR. : HT. :A ft GARAGE. . . : s f OCCU SEP. RATED: BSM t?: ME.Z Z?: READ SETBACKS--------- REQUI RED------_ F1...00R LOAD. . . . : p s f LEFT: ft RUHT: ft FIR SPKt_: SMOK Dt.T. . : DWELLING UNT•TS: FRN'i : ft REAR: ft FIR (LRM: HNDICP '�)CC: PEDRMS: BATHS: IMP SURFACE: PRO C:ORR: PARKING: VALUE. $ : 0 Remarks : Constri-ict B ft masonry enclosL1re for sturage of sand/gravel. Located in "Streets" Div. storage bay. Reinforced at 32" oc vert. 4 ft oc Horizontal. OHiner ; ______________._---_.__._____---_.-__.__ __....__. ________--•- FEES CITY OF TIGARD type amount by date recpt 13125 SW HALL BLVD PRMT ! 0. 00 JLH 011/30/92 - �L.CK ! 0. 00 JLH 01/30/92 - TIGARD OR 9722.3 5PCT ! 0. 00 JLH 01/30/92 - �tione #: Contractors — - --------- _—___..__.---------- nWNER ---------------------------------------- Ffiohe #: ! 0. 00 TOTAL eg #. . i OWNER ------- REQUIRED INSPECTIONS ------- This pewit is issued subject to the regulations -r11ained in thr Foot/Found Insp Tigard Municipal Code, State of Orn. Specialty Core and all other Slab Insp applicable la-is. All work will t:e done in accordi,lc . ith Mason-y Insp _ acoro-, plans, This perait will expire if work is i.,t started Final Inspection within 188 days of issuance, or if work is suspended for sore than 188 days. +:1e�rmittee Sinn:-Ati_1re Issued B y • Call, for for inspection - 639-4175 INSI"EuION NOTICE City of Tigard Puilding Department P.O. Box Tigard, Oregon 97223 Phone- 639-4175 Type of inspection ---A�Acef le -/ —". Date RequestedTimeA.M.— P.M. 96�-- - 9/' Address Z 00 5'4.1 45W J-2'"- ................. Permit Owner Lot — Builder The following Building Code deficiencies are reqtiired to be corrected: Al CA/0 lege' C0 Presented to –VAppr.,,,d Inspector Disapprooc-,d Date CALL FOR REINSPFmofv F-I YES F-I NO INT�O SPBCN NOTICE ! ,,.,, city of Tigard Building Department 13125 aw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Ree-o-Phone)s 639-4175 Businese Phones 639-4173 Inspections — ---- Footing Plbg. Underelao Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL= Post/Beam Struct. San. Sewer framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mach. Date Requeeteds a Timet AM _ PM Address✓ n� c.i ��S".y Permit 1s Builders THE FOLLOWING CORRECTIONS ARE REQUIREDs Inspector: � —� 4 ------ - — Dates-"'— Epp? ates/— t—RlPi,am DISAPPROVED APPROVED SUBJECT TO ABO,fF Call For Reinnp. r i �I INSPECTION NOTICE I City of Tigard Building Department P.O. Box 23397 / Tigard, Oregon 972pn, Phone: 639-417 Type of Inspection f Date Requested 9 -9/ Time ff— A.M. P.M. Address Permit #�,_Ga�«2 Owner _._. Lot # Builder The following Building Code deficientes are a required to be corrected: i Presented to _ proved Inspector [_� Disapproved Date FALL FOR REINSPF,C770N F-1 YES I I NO I INSPEC U1_:T NOTICE City of Tigard Buil, dng 1x%,pa:-trent 13125 Be Belli Blvd. Tigard, U-vegon 17223 Inspection Line (Rec-O-Phcnel: 639-4175 Buai:nse Phones 639-4171 Inspection:—_— -- ` J Foor,inq _ P17 Underslab Mach. Rough-i!1 Appr/Sdwlk Fend. Plbg. Top Out Gas Lina FINAL: Post;Be:= Struct. San. Sewer 1 / -Bldg. Post/Beam Mach. Rain Drain Insulat:Lon -Plumb. Plbg. Ondtirfloor Nater Line Gyp. 8d. -Hoch. Date Requested: _ TLOWi c� AM PM Addresas L 'rrt� �' Peroft Builder:_—. TRIC F011rcwINO Co?k"CTIONS ARE REQUIRED: Inspert _ Dat-e: APPROVED DISAPPROVBII _— APPROVED SUBJECT TO ABOVE __Ca:.l For Rainsp. LNSPCC'iJON 1 XPICl3 City of Tigard Building Department 13125 BW Hall Bled. Tigard, Dsegon 972;3 Inspoction Line (Rec-O-Phone). 639--4175 Rusiness Pht.ne: 639-4171 J Inspoction:------- — --- -- ------- --- F Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line PTNAL: Post/seem Struct. Sen. Sewer Framing _-Rldr. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. ed. -Hach. Data Requested: /Z' Time: AM —PN -- ----- /: Address: Permitiii111 Builders --_-- M FOLLOWI00 CORRECTIONS ARE REQUIRED: Inspector:_ — — --�- Dater —r APPROVED DI3APT'ROVhp �— APPRfWTV SUBJECT TO A90VE ---Call For Reinep. INSPECTION NOTICE City of Tigard Building Department 13125 SW Rall Blvd. Tigard, Oregon 97223 Inspection Line (Rec.-O-Phone)t 639-4175 Business Phonet 639-4171 Inspection•.: ( Footing Plbg. Underelab Each. Rough-in �Ap,pr/sdwlk Found. Plbg. Top Out Can Line FINALt Post/Beam 3truct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Meeh. Date Requested: � _ Tlmes AMAddi on � PM Permit is � Builder:. TNF. FOLLOWING CORRECTIONS ARE REQ[IIRED: Info+,t"r: — --- nate: APPIMPI) - DISAPPROVED APPROVED SUBJECT TO ABOVE _`Call For Reinap. RUILDING PERMIT CITYOF TIGrAlMD A,�, PfZRM I r # BUP91-00"46 COMMUNffY DEVELOPMENT DEPArd*tNT 1 CnYOFYWA DATE ISSUED: 03/06/91 13125 SW NMI Stvd. P.O.8sm 23397,T" n Wr 111K Sri 75 MF )W PARCF-L. a5102AV SUbVIV1S1jN. . . . bURNHAM TRACTS ZONING: CBD BLOCK. . . . LOT'. . . . . . . . . . . . . . ---------------------------- REISSUE: FLOOR AREAS------------ EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. -PLT FIRST. . . . : Sf Ns S: E.- W: TYPE Or- USE. . . -.CDI%l SECOND. . . : 345 s f PROTECT OP'ENINGS?--------- TYPE OF CUNST. ibN THIRD— . - s Ni 5: E: W. OCCUPANCY GRP. :P2 TOTAL--------: 345 a ROOF CONST: FIRE RET .I . OCCUPFINCY L(JAD: BASEMENT. : sf AREA SEP. RATED: STOR. .-2 HT. : ft GARAGE. . . - s OCCU SEP. RATED- SSMT? :N MEZZ?:N REED SETBACKS---------- FLOOR LORD. . . . : 1c5 Psf LEFT: ft RGHT i ft FIR SPIKL: SMOK MT. . : DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM: HNDICP ACC: SEDRM'13 z BAFHS. IMP, SURFACE: PRO CORR.- PARK I NG.' VALUE. $ : 0 Remarks: Construct interior storage loft (1-25psf max. ) in Street Dept. bay. Ow-ner. FEES cvry OF TIGARD type amount by date rept 13125 SW HALL LALVD PPMT $ 0. 01 PAYM $ 0. 01 BCR 03/04/91 rIGARD OR 97223 Phone #j 639-4171 (-oritractot-- ---------------------------------- CONTRACTOR NOT ON FILE ---------- Phone #: 0. 01 TOTAL Req REOUIRED INSPECTIONS ltiis permit is issued sqbJect to the regulations rontained it the Fraininq Insp Tigard Municival Code, State of 11re. Specialty Codes and all other Insulation Insc) avolicable Ion. All work will be done in accordance with Gyp Board Insp spDraved plars. This permit will exr4re if "ork is not started Final Inspection within l8e days of issvence, or if work is susvended for more than 100 dLn:. rprmittee Signature .- Issiked By : Call for inspection 639-4175 44 MEMORANDUM CITY OF TIGARD To: Bob White, Street Department From: Brad Roast, Building Officialse� Date: 3-5-91 Subject: Proposed storage loft. Permit # BUP91-0046 I have reviewed the plans for the proposed storage loft. The plans are approve subject to the following: o The joists shall be supported at each end with "simpson U210" hangers, with a minimum of 10-16d rails per banger. o Thn 3/4" plywood must be tongue and groove type. o The posts must bear on a minimum 2'x2'xl2 :,!cincrete footing, with a "simpson CBS66" post base. The post shall be attached to the glu- lam beam with a "simpson 128v, strap. o The stairway shall be a minimum of 3 ' wide. There shall be a minimum of 6'--8" of headroom above the: stairs, measured on a vertical line tangent and parallel to the nosing of the treads o The handrail for the stairs shall extend i, inches beyond the top and bottom of the stairway, it shall be placed between 34"-38" above the nosing of the treed, the end of the handrail shall return to a wall or newel past. o The man door shall be a minimum of 31x6' --811 . i t yy It 1 e, Z �v'� �1 YI "•� � �ca U� w W 4 x \ •Sy $ V lu ( �• V 4 O ! s h x. s d s c � Z � X Ile Iju 14 9- • Vo �y 16 14 I ,t f v s Fff J , � 4 in tb 2 vq 03 vi vfl 0. u V) c � s — r � M h � � lkK4 x �k �y� q 1 lV u N SVP W EW. n I �Krlrrnf. x B N., i k i > 2 x i2 relsrs iG^o.¢, (QoTN ANAs fA!7lMte 7i TpllT HAnlsiRl� V1 —goo we o"llf x 12 1. x b caLomoV ^ II I� - •� h M � yr i ` ) (� J C `- �F FRONT �-� .� �--- .__� 1 /? • �� -- O ? � _� a N� N i f t Z6'S �ib9�/L� bgNl� 770 J Ic V i u � z,t'L LLP' I � � I M � N Lp r rM ' q _ A N , r � I ~ CITYOFTIIFARDBUILDING PERMIT C11Y ?l6.gltla t:•'f_RMI'T' 0. . . . .. . . » BUP,90-037;5 COMMUNITY DEVEL OPMEW DEPARTMENT oa�oow 1x126 SWI1-W1 Blvd. PO.Box 73397,Tipoad,Oregon 97223(61X3)839-4176 I. /-I. DATES ISSUED: 12/28/90 SITE. ADnRESS. . . : 12EI00 SW ASH AVE PARCEL: c 91i%J2AD-.01.3000 i CiUDI)IVISION. . . . ' BURNHAM TF.'AC'TS :CONING: CSD I'31_OCK. . . . . . . . . . LOT. . . . . . . . . . . . . I (»:LISSUE'» FL_OCI ARI"Aa- --..___._._._..._. E:XTF:RIOR WALL. CON5TRUCTION._. CLASS O1= WORK. ;ALT FIRST. . . . : sf NI S: E: W: TYPE OF USE:. . . :C.OIq SECOND. . . : s f PROTECT OPENINGS'' TYPE OF' CONST. -5N THIRD. . . . : Sf NI S: E. We � OCCUPANCY GRP. -B2 TOTAL•_..._._.._._._; 0 sf ROOF CONST: FIRE: RET'?: OCCUPANCY LOAD: BASEMENT. : sf AREA SEF'. RATED: STOR. : I FIT. c i't GARAGE. . . z sf OC;CU ISEP. Roll.-D: US11T '» ME'ZZ7: RECID 9E.TPAC;K.i_„......._.-.__ ...• RE::CII.TIRED_.____.___........_............._....__ FLOOR LOAD. . . . » p-;f LIFT; ft RGHT: ft; FIR SPKL. , SMCK DET. . : I)WELLINU UNITS— FRN'T': ft REAR: ft FIR ALRM: HNDICP ACC:: BEDRITIS: DATHS: IMF' SURFACE: PRO CORR. PARKING: VALUE. $.- 0 Remac1...s- Cover foam insulation with gypsum wal7boa•rd in shops bLtilding. Ownc.?r- FEES CITY of Timm type amount by clate •roept 13125 SW HO LL 131-VI) T-'RMT 'I 0. 01. PAYM "r 0. 01. BCR 12/P8/90 T IGARD OR 97223 Phone #: 6. '39--4171 C;ont:rar.tor.: OWNER/CONTRACTOR Phc3r3e #: $ 0.01. TOTAL. Req #. , » GWNI.R _._._. ...___ REQUIRED INSPECTIONS _ .._...._...__ This pervit is issued subject to the reglllatirns contained in the Gyp Board Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Final Inspection applicable Iaws. All work will be dine in accordance with approved plans. This permit mill e;pire if work is not started within 180 days of issuance, or if work is suspended for *are than 189 days. Permittee Call for inspection - 635-4175 INSPECTION NOTICE �r 17-X \�jf Tigard Building Department P.O. Box S 97 igard, Oregon 97223 ; Phone: 639-4175 Type of Inspection Date Requested �= C� Time_� A.M. P.M. Address ,1�b100 5611 ,.« _ Permit # 9d o Z,.S"/ Owner --.,- Lot # Builder The following Building Code deficiencies are required to ba co..acted: Presented to - �Approved Inspector __ -_ _ p - - � Disapproved Date CALL FOR REINSPECTION [7] YES L] NO l � C F I I Oz 4 R P E R M IT | - -—- --- COMML. INCIN: REPAIR UNITS: FIRE DAMPERS?. . . 30-50 WOODSTOVES. . : � CLD DRYERS. . : � NITS OTHER UNITS. : GAS OUrLETS. x1 -_-------------- FEES -�--^~-------- CITY OF TIGARD type amount by date recot PAYM $ 0. 01 JLH 11/01/90 PRMT $ 0.01 Phorle 0 14 HEAT ING DIAL ONE ACE HOLD.ING 1.49.15 5W 72141) TIGARD OR 97224--0000 ------------------------------------ PI-ic-)iie 0: 503-684 3355 $ 0.01 TOTAL keq 31339 ------- REQUIRED INSPECTIONS ------ This ptreit is issued st bject to the Te�ulations contained in the F1nwl Inspection Tigard Municipal CrAP, State of Ore. SpPc';alty Codes and all other applicable laws. All work will be done in iccordance with approved plans. ]his persit will expire if ozirl, is not started within 186 days of issuance, Or if work is suspended for more than 188 days. viatLl ( BY : Call for inspectjon - 639-417E L� MEC_"AN1CAL PEPM.I*.'T' V'IERMIT NO. : MESE11145 CITY CF T'GA� '1111) 60MMUNITY 'DEVELOPMENT DEPARTMENT D04TE IS%UF*-'D : 6/1 0/68 13125 S.W.HeleAlvd.,P.O.Box 233r.7,Tigard.Oregon 97223.(503)639-4175 PPIM . PMT .NO , 68 1.1.14 JOH ADI)PES5j : 12800 SW ASH AVE TAX MAP/LOT 2512AD3000 S,L 11.3 LT : 8K: LAND USE : LOT SIZE I'T'EM: NO : NO: WORK CLASS : ADDITION FUPNA(,','E <100K AxP HANDII-M <10 USE 'TYPE: COMMERCIAL FURNACE 100K+ AIR FIANDL.R 101< CONST .TYPL-K : VN FLOOR FURNACE EVAP.CUOI 1::.I:l OCCUP . GPP. : HA HEATER 1. VENT FAN VENT VENT' . SYSTEM BLR/GOMP <3HP HOOD NO . STOPIES : P. BLP/COMP 3-13HP INCINEWATOW(DOM DWELL . UNITS : BLP/COMP 15--30HP INCINE-,.^.ToA(CUM 1::'UEL TYPE. GAS BLP/COMP 30--50HP AE'PAIA UNITS MAX . INPUT BLI*4/(:.OMP 50+HP 0`1 HEP FIFE DMPPS? GAS PIPTNG OUTLETS 1. 1-11:GH PRESS7 1.-.OW PlIESSI? PI:::MAPI<S ISI F E L S t:L g Pt r(J V.it4 c)q, PERMIT vv 1E'.800 mw ash i&V(A_ PLAN REVIEW N t i g FL P CI OR 'J�7223 FIXTURES E R PI-IONf:-." (503) 639-4171 STATE 'TAX CITHF-.:P C A B HEATING 0 N DIAL ONE ACE HOLDING r 1491.55W 72ND R A ti.gHLI.-CI OR 972221 C PHONE (503) 6134-3353 T waisTPAT*1UN NO, 31339 T 01 ft I J FiECEIPT 1`41) --------------------- This permit Is Issued subject to the regulations contained In Title 14 of the TIVIC, State of Oregon Specialty Codes,zoning regulations REQUIRED INSPECTIONS and all other applicable codes and ordinances, and it is hereby ROUGH—IN agreed that the work will be done in accordance with the plans and GAS LINE specifications and in compliance with all applicable codes and ordinances flie issuance of this permit does not waive restrictive covenants. Contractor and subcontractors shall have current city business tax permits. I his permit will expire and become null End void if work is not started within 180 days,or if work Is suspended or abandoned for a period of 180 days any time after work t'as commenced. It shall be the respon31bility of the permittee to assure all required inspections are requested and approved Permittee Signature Issued By: __ CALL FOR INSPECTION ___ I - I SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE w V 7C 0 O lot o,c k Q W — c1 O 16 % a1 s � C a c` cf • N t IL .,< O vi U � v � h O R � f Id42 C 0 0 r , c Itu • r P.w. OPZRA TIO 15 L LlIVCHHOOM ANO Or FI C irS r� M i tn TM 'Jq x U t n i I PL 01141 Pcc,f/l,N6 �' CoFrEf Z, O X, tJl M Q. I O y � V U O o b EXTENSION' , DOWN � �� i y n b 1 AD M;N/',7 h,91'1('"l 7,CF 1 f ' — GYwA � �t. �'r:. •f F7 � C) /Z 1 x'1.1' •+i1 M � i 'T a •1 .� t. 00, (oz oaE --=- DQ L : �61 � v • J T�l w W 1 eiikL W N O ta. 4 ai C Nlu 40 ri _ Nlj N u U intc 01 01 (�j co •`s N ;7 ^`n ,Z olddo GN !1/ �G7'/7 y/I lV pa V GJ-[J o u O ------------ uj Y a • 1 i1 J V I s ---- — - J -i i Z � J I N ti V V1 W I � I 4 I I J I v' b 2 0. V1 r W m J f - k5 lu 0 uj IL J a° it it g W w Q I � I I II I I M H` e� 1' +• J n 0Q� ate', No CL 1 00 O I N N 3 :4 Iii ,• �^. a �. M ,►, a of m N o ec if 1 _ ku Utjlc cQ v q IQ O r 1 1' k ' r ;`• S:01-:2(nlO GNV 14 �/� ��7 /.1 VYYdO 77 � f�, 4i- �Chi � �O/rZ r✓lvo7� 0?7c x J Z LL Zvi p m40 a r In Co cj 4 41 _/ It'd r: ,,��• } [, p,, n iy i I i �o/�d0 ONN l,/ ONH�7�1//7 Il Vc!/-Wd0 /7d' � CITYOFTIGARD BUILDING FaEf�MIT tmn�tro NF RM:C'T (J. BUHFlO i911 COMMUNITY DEVELOPMENT DEPARTMENT 13125 S.W.Hall Blvd..P.O.Box 23397,Tigard,Oregon 97223,(593)839-4176 DA1'E: ISSUED : :.i/ 7/66 JUS ADDRI !:;!:i : 12880 1314 ASH AVE 'T'AX MAP l I...t:)i Z?`51 'AI)3000 SUS LJ : ;3K : I_.ANO USE: : C80 LOT SIZE . VAL UAIJON : 5F."I'BA(.;KS FAUNT: REAP: WOPK (-:LASS : ALTERATION IJWE.L.I._ .UN'II'S : LEFT : RI(/H'T : USE: 1 's llIE : COMMERCIAL MI. BE:C)ROOMS : F:X'T' . WALL CONST : CONS T . 'T'YF►E : VN ►Jl:), BATHS : N: S : E.: W OC:C:UP .CORP. : Bi? PPO'T .0PENING!5 : UCCUP . I...OAD N: a : E: : W TOTAL. APF::A: Inco NO. S'TO1AIES : P. IST; ROOF- C'.ONSI': A FIFE, RE''T'7 YES fIET.GI-IT: 2ND: APEA SE PAR'7 ITATFD: WiH ME.NT7 :3810: OCCUP. SE PAI1'7 RATED: MEZZANINE'? BASEM—1' 1= Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Rural Fire Protection District March 3, 1988 City of. Tigard 1.3125 S.W. Hall Boulevard Tigard, OR 97223 Gentlemen: RE: 12880 S.W. Ash Avenue Office Remodel, City Offices A fire and life safety plan review was conducted on the above- captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC) , Uniform Mechanical Code (UMC) , and Uniform F{_:: code (UFC) as amended by Tualatin Rural Fire Protec- tion District's Ordinance 86-5. The plans are approved subject to the following items. 1. New Wall: New wall installation on the left. side of the 163 square foot office shall be draftstopped at 10-foot vertical and horizontal intervals. 2. Firestopping: In all wood-framed walls and partitions, fire- stopping consisting of 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. (UBC Sec. 2516) 3. Exit Door Hardware: All doors shown on the drawings must be openable from the inside for immediate exit at all times without the use of a key, special knowledge, or effort. (UBC Sec. 3304) 4. Exterior Exit Door: Hardware for the exterior doors and key- operated deadlocks may be permitted where there is a sign posted on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less than one inch in height on a contrasting background. (UBC Sec. 3304) City of Tigard March 3, 1988 Fage 2 5. Ir elation Flame Spread: The insulation, including breather papers and vapor barriers which are not in contact with the upper surface of the ceiling and under surface of the floor, as the case may be, must have a flame spread rating of not to exceed 25 and a smoke development classification of not greater than 450 as measured on the Steiner Tunnel 'rest scale referred to as UBC Standard No. 42-1. (UBC Sec. 1713) 6. Approved Plans on Job Site: One set of approved plans bear- ing the stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of construction and must be made available to build- ing and fire inspectors for reference during required con- struction inspections. (UBC Sec. 303) 7. Inspections Required: Inspection and approval of construc- tion by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. (UBC Sec. 305) 8. Certificate of Occupancy Required: Prior to the use and occupancy of the project (space), a certificate of occu- pancy or other written instrument of approval must be obtained from the City of Tigard Building Department. (URC Sec. 307) If I can be of any further service to you, please feel free to contact me at 649-8577. Sincerely, TUALATIN RURAL ETRE PROTECT10i. ^TS'rRICT Gene Birchill Building Official 20665 S.W. Blanton Street Aloha, OR 97007 ssw cc: Tigard Bldg. Dept. District Inspector Inspector Ray OCC OVANCY F=IL.C. LI51 JUI_ 2A., J17/07 J 0: 07. Ute' ftwfl_ATIN FIRE T)It3T (CTU A) 1'ayc J KEY SCREEN 1 . Name TIGARD CI'fY SHOP PUBLAC W13RKS Zone--Occ #. 2538 -012-000 5. Special Sortl : Address 12800 SW A H AV TI 6. Special :>ur•t;': �I C •at:e9ory 7. spc•( ia]. )J(1::Ic: SC•RELN 1. 0( c Phone 604-5966 16. CeI19tI. T1 J( 'P•: 107 2. Manager Cliff C:)( Ott J '/. Code Ftlition: IVH' 3, r,h o n e 625--5:i4`/ 113. 13) (iq Va) u e *60, 600 A. Ila iJ. -- AP t#: 19. Contelit Val 1001000 5. Address : P. O. III t(x :23,497 P0. Other V.0tic '40 6. Ctu, nit, Zp : f igai-d, Oregon `I'/2,"J 21. IsO Cl.at,t. 3 7. Bldq Owner Citq Of Tigard <<. U!3C Occ. l /f:i. 44 11-11/ 21.316 f3. P'horiN b3`/-4171. 23. f ire AIT-RI tiq : IVUNf= ". Suite-Apt: P. 0. 13ux 23;397 24. Alarm Sgst if: NOMI- 1U. Address 13125 13W Hal I b'5. Prop in Usc Y 11. Cty, St, Zp : P igard, Oregon( 9%x123 26. Gate Built 6 -Ul /OJ /L1U 12. Emrg Contct: Cliff Scutt 27. Date Remodr,l : 07/.30/87 13. Emerg Phone: 625-5349 20 Ground Arpr� Fi]l 14. Imi lupe/Mo: INF= / 07 15. 901 Occ Use: 572 Private service station FIRE PRO1E.ClION SCREEN 1. Alarm Shutoff Location NONE- 2. Power Shutoff 1_ocatian I -SW WALL 3. Water Shutoff Location O -N JO' FROM )31.110 4. Natural Gas Shutoff Location: 11-NW 'YEAR ENTRANCE. 5. FDC Location NONE 6. Sprinkler Control I_oc ati cm NONE 7. Stand Pipe Location NONE B. Attic Access Location NONC 9. Special Hazard Type Code 10. 'Special Hazard 'Lupe NUNr 11. Special Hazard Location NONE 12. Water Source Location HYDRANI NEAR CONNER OF BURNHAM ? A914 13. Stairwaq/Vert Shaft; Prot Y/N: I STAIRWAY ONPROT. CONSTRUCIION SCRI..FN 1 . Const Tupe 50 V--N 16. N Prop Line / 17. Wall Prot :3. Basmt Area 0 18. S Prop Line / 4. Total Area ?, M6 1.9. Wall Prot 5. # Stories ] 20. L- Prop Linty / 6. Height-ft ;'O 21 . Wall Prot 7. Inter Colmn: OC NONE 22. W Prop Linc ! S. Roof Const 10 WD JOIST 23. Wall Prot 9. Roof Cover 04 ORD UNKNO 24. Area Wal : NONE 10. Roof Area 0 25. Area Wal : 11. UBC Occ2/ft: / 26. Area Wal : 12. UBC Occ3/ft: / 27. Plan Loc : U 13. UBC Occ4/ft: / Ei. Mi sc 14 Auto SP Use: 15. Auto FA Use: 1HRM HUI Rt PROIRIN 1 P.O. BOX 121 • TUALATIN, OREGON 91062 • PHONE 682-2601 TIGARD CITY SHOP PUBLIC WORKS July 17, 1987 P O. Box. 2,,397 13125 SW Hall Tigard, Oregon 97223 21 5 1 253D —012-000 Insp. Type RAF Dear Ci.tiq of Tigard, This is a Fire and Life Safety Plan Review and is based on the 19£ 5 editions of the Fire and Life Safety Code (UBC ) , Mechanical Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ) , and other local ordinances and regulations Groep H occupancies (hazardous ) over 200 sq. ft in size shall be provided with not less than two exits. Doors shall swing in the direction of egress. Separation of these exits shall be not less than 1 /2 the diagonal dzstance of the area served The southwest wall shall be of not less than one—hOUr fire resistive construction due to the proximity of the adjacent building (assumed property line ) . The wall shall be equipped with a minimum height of 30—inches above the roof. Not less than one ( 1 ) approved fire extinguisher with rating of not liiss than 2—A: 1.0—B: C shall be Provided for each 1 , 000 square feet of floor area or fraction tt•ereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet UFC Standard 10-1 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Manually operated edge Or surface mounted flush bolts and surface bolts are prohibited. UBC 3304( c ) KIWI 1 P.O. BOX 127 • TUALATIN. OREGON 97062 • PHONE 682-2601 Approval of s!lbmitted plans is not an approval of aomissions or oversights by this office or of non—compliance Ui.th any applicable regulations of local. government. If we may be of any assistance to you in the future, please feel free to contact us at 64.9--8577. Sincerely, Gene Birchill FiTe Prevention Bureau I I I I 'BUILDING PERMIT APPLICATION DATE 19 ( 6 F THLt` OERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE .4 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE OWNER City of Tigard JOBADDRESS 12800 SW Ash 2SS1VIY?3000 — ARCHITECT Uti. Snell Const. 6430 SW 25th Part, ENGINEER BUILDER ADDRESS c l ,n ti DESIGNER i STRUCTURE ❑ NEW ❑ REMODEL E XADDITION ❑ REPAIR ❑ RENEWAL E1 FIRE DAMAGE ❑ DEMOLITION ❑ RESIDENCE 6 COMM ❑ EDUCATIONAL ❑ GOWT ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ 8TORAGE ❑ SLAB[] FENCE OCCUPANCY A4 LAND USE ZONE CtAn BLDG.TYPE --SH—FIRE ZONE PLAN CHECK BY _ BC8 HEAT —ConetrT ct metal shop addi.ti.rm te) 6riat3ng building, all per approved plans. SEWER PERMIT# OCC.LOAD FLOOR LOAD_ cone HEIGHT 18 NO.STORIES 1 AREA 768NO.BEDROOMS VALUE 8580 BUILDING DEPARTMENT 20± �— -�— SET BACKS FRONT EAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,T.ONINn REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY' AGREE THAT THE Plan Check WORK WIL RE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALI. APPLICABLE CODES AND ORDINANCES. THF ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS -� State Tax LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. - ----1 SDC- Total I 1 By PDG# APPLIC1 *OP AQENI" - - Approved Receipt No. PP ADDRE38 PHONE it I —DATE INSP. TYPE INSPECTION REMARKS — PLUP.BING I DATE Contractor ` _� ✓ Permit No. ` Rough.m - --- ��—`- I Fixture �— �— --- - Final HEATING Contractor Permit No. Gas or Oil - _ ----� — --- Rough-in ` . Final I --- SEWER Final __ ----- � DRIVEWAY Final Storm Drainage (Rain D-ain) Final Sideh elk Curb 6 Street Final Approach — FILDG. DEPT. FINAL TEMPORARY � CERTIFICATE OCCUPANCY- �— CERTIFICATE OCCUPANCY I Final � Lindscaomg Zonanq Final BUILDING PERMIT APPLICATION DATE _ 7-13 -- is __87 6170 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE 639-41.71 09 AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO. _ --- f�WNER City Of Tigen, ,JOBADDRESS Woodard Park 2S12I38__032- _ -- ARCHITECT .SCt<Ct14 12800 511 Ash ENGINEER BUILDER ADDRESS __DESIGNER STRUCTURE NEW ❑ REMODEL�c 1-1ADDITION El REPAIR L1 RENEWAL [11 FIRE DAMAGE El DEMOLITION Cl RESIDENCE ❑ COMM El EDUCATIONAL C7 GOV'T ❑ RELIGIOUS U PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND USE ZONE ____BLDG.TYPE ---FIRE ZONE. PLAN CHECK By BCR HEAT SEWER PERMIT_ # OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check I WORK WILL BE DONE :N ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE -t'—'�— WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub total RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax --�—'--_- SDC— Total _ PDC# APPLICANT OR AGENT BY Receipt No. Approved ADDRESS PHONE _ I DAT[ INSP TYPE INSPECTIpN REMARKS PLUMBING DATE — Permit Na. j Rough,n i -- Fixture—— — — i Final _ �----- ---- --- i HEATING — —_ Contractor I Permit No. --- ----- Gas or Oil Rrugh in i }`— --'---- - I Final - -- i --------- SEWEP _ Final i — --- -- ------_-------- DRIVEWAY --- --- --------- — — � Final -- I -------- � Storm Drainar --I--- i (Rain Drain)Final Sidewalk Curb R Street Final— — Avoroach j ELDG. DEPT. FINAL — TEMPORARY CERTIFICATF. OCCUPAtICY `CERTIFICATE OCCUPANCY {}—Fin—al L.indscaping 'ming Firal n � 4 U K Cl) W cn � p 0 Of � O O cp LLJ 3 ' > O d Ix 2 �d CL \ wIf Q >- (l, rL� CF ---�+ •o w - V ! Fy LU N CC 144 a < � W r Q • Y - ✓� (X � � I o S �' dc) � �' . ►- Z '�O 0��� a w$a: ►� 00 O N x x 4 0.) C' Qr If .� I �-n I � ff r I I , i I i I I ! i � •f � I 74-1 � i I _ I I I • rf ai i�`X/ ,T ct I I L4 . ci a. _ I I -I - s �u i N THE FOLLOWING DOCUMENTS ARE OF POOR ORIGINAL QUALITY 1 ; i r ,1 J � 1 TtiQr Cur.t Spaan,:• si `. 'a City of Tigard . ,H , Public Works Department Tigard, Oregon FROM: Fred Snow William Snell Construction Company I 24 Aquinas Lake Oswego, Oregon 97035 I DATE: June 29, 1987 RF,: 24 x 32 Storage Building Bid/Proposal. i The William Snell Construction Company hereby submits the following bid prpposal relating to ,the, construction of the above captioned storage twt .Build .e 2.. . ,. I X ekia ,building, with concrete slhb ' t7Q(�F�' a o.F fpe.,, �ec1�C18' x .12' ) City of Tigard to provide and furnish all necessary plans and building permits. City of Tigard to excavate for footings and slab. Contractor to do fine grading. Total price for labor and materials: EIGHT THOUSAND FIVE HUNDRED AND EIGH1'1 DOLLARS ($8, 580. 00) . The. William Snell Construction Company t b red P. now FRS: PDX (M109) 08. 29. 8'l c tell I OOWNT�DWN.%MAIN STREET:: AREA 'i ;; l"= 400' NIX 011,rk y 5 ,� P '01 Qwj �c Oti di s� A P s r �•� v•i> g�I► T IGARD ° CIVIC �, ��, y�..•... �' CENTER t� ' 4 � � `• g a IGARD a' SENIOR ENTER 6556 CITY OF TIGARD 639.4171 DATE February It 19 67 BUILDING PERMIT TAX MA 1� 11 LOT NO�y"amw '..SUBDIVISION OWNER t_�r_-1 zy JOB ADDRESS _ _17U05 BUILDER DaIIll! � -_ STATE REG NO. - EXP.DATE BUILDER'SPHONE _�39-4171 ARCHITECT _ _` _____ PHONE OTHER STRUCTURE I 1 NEW C1 REMODEL [J ADDITION ❑ REPAIR MOVE .l OTHER DEMOLITION 1 RESIDENCE I COMM EDUCATION I ' IND RELIGIOUS ACCESSORY GARAGE ,.. OTHER FENCE OCCUPANCY __LAND USE ZONE BLDG TYPE _= FIRE ZONE PLAN CHECK BY HEAT 4uu cu._ was 2i sill ��:lt.ric;l in �I�ck N:►r� . �Cre to to Ue ke�Fl: free vt _—. to and dctrit;m - SEWER PERMIT a OCC, LOAD _ FLOOR LOAD HEII;HT NO STORIES AREA NO.BEDROOMS VALUE _ _ F BUILDING DEPARTMENT SET BACKS FRON1 REAR LEFT SIDE _ RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check ;' I WORK WILL BE DONE IN ACCORDAI:CE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Pl.Ck.Fire _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS - TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State tax SDC— TOtalPoca APPLICANT OR AGENT — --- — _ Prepd. Receipt No. ADDRESS PHONE Bal.Due Issued By -_ Approved by - --."--'. -..�.,.�..••_a�ss..:..a.r...�...._,�..:�.a_ ..�....,sa.��,s6r.+F..yu.ace;....i.,f.:-... - -.+air6..�+.�a:.is.n,..r....,...,.:�....,i.., GATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit No. T Rourn in FlrtUre Final HEATING Contractor — — ----- —.� Permit No Gas or Oil Rough.in w Final SEWER Final DRIVEWAY Final _ -- -- —--— Storm Drainage (Rain Drami Final Sidewalk Curt)i Street Final avoroach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTFICATE OC6 4NC i lardscaping - �_---_L — --- Zoning Final SPIN PERMIT APPLICATION cOF TIGARD Date �` -, 1y No. The applicant hereby applies for a permit for the work indicated qr as shown in the accompanying pians and specifications. SIGN LOCATION ADDRESS: 12900 SW Ash hv< . APPLICANT: Owner_ N_ LesseeAuthorized Representative Jerry iv! NAME/COMPANY Tel. PROPOSED SIGN: Freestanding Wall Projecting Iry Other SIGN DIMENSIONS 14r�n x ; # AREA �'', I 2 s • WEIGHT ' WALL AREA PROPERTY FRONTAGCOST "' _ ZONING DISTRICT ILLUMINATION MATERIAL �F� raWn v Ot I IRAVI P'FOLt 1Fi COPY DRB EXISTM`' SIGNS: Freestanding Wall Projecting - Other COMMEN,S: ..._.__ 0:1 16etd,, freestandin., All sign permits must be accompanied by a scale drawing and plot plan. If work authorized under a sign permit has not been completed within ninety days after the issuance of the permit, the permit shall PLANNING DEPART ENt become null and void. Permit Fee Approved q Applicant's Signature eceipt o. Renewal Date Address Telephone I I I y ' 'NlG,1,M..-........w......_.....�r....�w........�...,�».—.r.....�..........�.a.r....�r... ...... .......�......,..._....�.... .. "'M"w,/M BUILDING PERMIT APPLICATION TIGARD DATE "ararch 23 ,ig '1 4362 1 HE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE S_12= 1 _ OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO. OWNER City of Tigard JOBADDRESS 12300 Sol, At3h St. ARCHITECT fit; Of Tigard ENGINEER {fit f BUILDER ADDRESS DESIGNER STRUCTURE ❑ NEW CS REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION _❑ RESIDENCE © COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE Cl SLAB❑ FENCE 1 ,3=�� u-3 5'I - OCCUPANCY _ l AND USE ZONE BLDG.TYPE FIRE ZONE PLAN CHECK BY HEAT _ F e)Wdt.?1 exiatin-q �mildiryi ;.)('r plans Inclu(4c 2 rinlOWS C to block wall and mi2zine for storwie at► south side. Inclu Za Tuard rail .nark '-)y city il,"IL)lOyang SEWER PERMIT M — OCC.LOAD FLOOR LOAD HEIGHT _ 204- NO.STORIES__ _AREA NO.BEDROOMS VALUE 3 BUILDING DEPARTMENT SET BACKS FRONT _ REAR_ LEFT SIDE c'� RIGHT SIDE 01'-' T Permit n/C/ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE Plan Check n WORK. WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total RESTRICTI E COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax SDC— Total PDC,# APPLICAN R GENT By r r, f Approved RaCalpt No. ADDRESS PHONE ��"� r' I I DATE JINSPI TYPE INSPECTION REMARKS PLUMBING DATE Permit No. Sough-in rixture Final HEATING Con tractor Permit No. (fiat rw 041 Final SEWER DRIVEWAY 'IS zorm Grainige ;rami F w ii I lk --- Curb& Str-!-i nji BLOO, OLPT.FINAL CER IF:::AT_ OCCI,FIANC'-' ,CERr cimal M1-,:,.;-� 13, 1975 TO: Bruce Clark FROM: Russ Austin SUBJECT: New City Shop On making final inspection of the new City shop, I find the following work that needs to be Finished: 1. Electrical - lacks outlets and trim in most of building. Outside light missing. Fan in store room not connected and lacks thermostat. This fan has been installed in reverse of what the plan shows for vent and fan location. In my opinion this is for the best. The vent has not been cut in yet. Specs are vague but I find no G. F. I. on outside switch. 2. Gyp walls not painted as required by specs. 3. Back fill around building not completed and rain drains not connected to storm sewer. 4. Two roof board cuts are nearly through with joint in ajacent roof board weakening roof in area where roof vent cut 4D is in the wrong place. S. Plywood flooring needs nailing at head of stairs. �,-��.-s.+�*��s•++A{+IF^°I6�'!e'r!r,ID�'xtt-'�/�►9'�q�2r�wr^�r�"n^"*,�'�''._.._.. . CITY OF _ BUILDING PERMIT APPLICATION TIGARD DATE ,19 74 N° 0129 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR TI,r- WORK HEREIN INDICATED OWNER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER City of l iya r d ADDRESS 12600 S.U. Ash BUILDER PHONE F .&A, ConstructiJtl ENGINEER prllr,pER r-1 AB-gan CL rt--11 r�DESIGNER STRUCTURE ONEW ❑REMODEL ^ DADDITION DREPAIR — LIRENEWrAIL OFIRE DAMAGE ❑DEMOLITION D RESIDENCE OCOMM ❑EDUCATIONAL CJGOV'T ORELIGIOUSOPATIO []CARPORT OGARAGE D STORAGE❑SLAB ❑FENCE BOND CMOVING —CCONDITIONAL USE CDESIGN REVIEW _ CCOUNCIL APPROVEDL�SIGNS r 1-^A J I!.FIRE ZONE PLAN CHECK BY HEA i_ OCCUPANCY_; LAND USE ZONE BLDG.TYPE -- con6truct 1747 Sq. Ft, Masonry Building - — -- ----- accord rig to approved pl,rinio concreteES-- BUILDING 3?,t?f 0.t7t CSC LOAD _FLOE R LOAD HEIGHT NO.STORIES _ AREA VALUE _BUILDING DEPARTMENT SET RACKS FRONT REAR LEFT SIDE - RIGHT SIDE Permit no P®A THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan "heck REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recording ALL APPLICABLE CODES AND ORDINANCES. THE 1SSUANCF OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 1%State LICENSE, SEPI,RATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total BY APPLICANT 017—AGENT ' Approved Receipt No. AODRESS � Y Pr40NF DATE INSP. TYPE INSPECTION REMARKS PLUMBING DA1 E l y4 'l 1 r.'f�t`7(.' ����_ /C /iL.�� Contractor _ �' .m c G�F rc,a /'�.�. l�� Permit No. �— 7S �a4 �:C' f t�:j ,iC Rough-in Fixture _ /'� /� ,'j 'ij •-,II't,_,< ., 'r /. �,� Final �- ^ 3 �S 7ZST �y> i S d % .) �; ?� DC7 HEATING /J->< <9 Cvu:p- Contractor Permit No. Gas or Oil Rough-in Final _ SEWER -- Final DRIVEWAY Final Storm Drainage_— (Rain Drain) Final Sidewalk Curb &Street Final T _ A2proach SLOG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping Zoning Final WESTERN WOOD STRUCTURES, INC. - COMPUTER ANALYSIS SYSTEM F iRP -- -• -� -- - -- - - ._... '� Version O - 0yrui3 - ARights Reserved P.O. Box 13TalatnOk9706 ---- '-.-- DATE AUG. 03 , 1994 ( 503 ) 69'2-6900 SHEET �_ OF -_ -r- T.- WESTERN WOOD STRWMS, INC. PROJECT .._._�s.l�l sz_G�����R� _ DATE - PROJECT ,�►-1 n c F ac _ D�T� WESM N WOOD STAII�"nMS, INC. PRIA.CT -s .�± � -- WESTERN WOOD STRUCTURES, INC. + JOB NO. 944043 toCATlo,� _ ��� -_- W 1 LOCATIOW . ��bA¢.b OP�[�� SHEET FANNO CREEK BRIDGE P.O. Wait ISU.TiJALATIN. OREGON o»z TICaAtL�G SHEET LOCATION T'iC�P►R-D: Qt�.L-G}Q_�__ - SHEET P.O sax �30,Tl1ALI�TiN. oRieooN 9�0� TIGARD OREGON 2 p P.G- BOX Isi).T,AAL.,rt.T1K OREGON V706t 60sibOx-bY00 JOB N0. �`t'TS�`1'� �, BY------,-- 3 � e0si69x--6900 JOB NO. _ '--- - BY-i - OF-_ acwav:-b000 JOB NO. -S 44•d`�__ BY OF GIRDER DESIGN --- Z_OF- GESIC�►� ZIA FllooiC BEAM DESI<, .l Beam Geometry USE 6 'i x:1.C�-" C�LUL-dM � DEf�C.� 1_00 Width of beam - 5. 125 inches oetic1r.j �o�'A►, : 41 -C�' �, - �C•\ctl��(�S DCtaC� L�C1ab - - atalt_ ?_(Z,ZS)(�.)CS�)/lye} _ 9•' 75 ���'►" Depth of. unreinforced beam = 33 .00 inches L„I0TA'- 8"-O' �At.::. 1� F4:rrs a� .IIR�E25 41 Car-1,�cLE -� 4(ISo)(v)/I� s �I00.� PLF �, IS C4. , .a S. G� ��-r Thickness of bumper layer = 1. 500 inches _ SCD PROS , _ T i PST - ' i► Length of beam = 47.5000 ft �(' �" (� 3 L OC-3 7C) 0.7S 3.D �.� >a ,-� CX7 PL� _ / e ZGO,GQ L r ' - --�- - CIvC IAD: IC?O F�� - - ' - �o N Q -� !' Y ( X )( > � 85,x• / Longest unsupported length of beam= 25. 2x00 ft Q14D LGADt E3c�tAr►I 2��CPJ6�{Ze t$ . 3 p � F'URLI+S,i 3.5('7.Z5�(S�� � � t w FLF PL,r(I�ocaO b,7S � 'S��`1r� -- 9,CC FL - SCI�rIIL t_DAc�: i:c�lE3 r �LDa� BEAM 5.IL5(IC„S�(6O)/Iy4 - IS•!o8 t_F Pi .��.�iJS Z• 5 �3. �1(7�Zj,l'>���14,4 = _L7_o3 Pt_f - Allowable Wood Stresses -_-- 5TREAM 4-11.93 FLS -r�.�Z 8E5rnS ,1'25 (1 o,5X7-�)(`� 144/51-o� o� - 9 . FL-F Grade Description = D.F. L2 Cl oN Elastic Modulus Ex = 1 . 70E+06 psi Elastic Modulus Ey = 1.70E+06 psi 4 c. ►J�rET� WE.a� SJGLFA,4-E. A `'G Y �g0`' 1 I,Tpt, = Z,�4.15 PAF t5M ►IlT Bending Stress Fb =1500 . 0 psi Shear Stress Fb = 165 .0 psi 9 2e. "0L_ = 47`,. 3 B��g = �, 7,5• z ` T Las Compressive Stress Fc =.1900 .0 psi Pu-�1,.lOG� DEc.K. d�IC.1i.1 �J< C. G1L �L� >3(lo0) _ £3c�o f'�F I�T� _ 4(t Cc) . 400 PLF Live load Deflection < L/360 Total load < L/180 USS ?5 >, A A `S R� L Ex 8• Iz -5`i- Mu` = e,C-;- (`3) �a = c,,4oc� (=x:06-, Wet use factor. - Bending = 0.8000 ,/4 F 7 T' T Xf ph,T�. W 3c y� fb�(3, 7�s, 4z+co. o�(Iz>/ = 12gC�. �•4- x"31 bEE F��P RE+�FORLEc� BEAM G1sL<-�1L�TID�S Wet use tactor- - Compression = 0 . 7300 F'I..F = 9� � Wet use factor - Shear = 0 . 8750 nb =• Z400Co. 8� 19Z� PS► c �- Wet use factor - Elastic Mod = 0 . 8333 FiRP f F _ U .� 4"11,5 3 (` - = 1 4l 4,�18 L5a -. -- - _ _------- >, t _'-L,' - 15 Z ( 2q.)' , - 1 Z 1 �. ` Z FS1 at_ 1 I'L Elastic Modulus = 1 . 20E+07 Allowable Tensile stress = 2 .00E+05 psi IZO KS - �I�-� �� ?ZJ = 20C �$ - Io,�S_"-� 7-5cc I._�S n = Tiodular. Ratio (Etr/Ewb)= .1. 0600 1430 �S I O.K., Fb LZ�z I IS-LZo.Si� = LS.14 .I y * 3 (1414, 8 tZS0o�j7_ 5.1zS)(1c��� 110. SCF y Number of FiRP Layers = "? v - ICoS (.C,�1 > = 14`I 3l"�PSI D k. Thickness of FiRP layers = 0 . 070 FiRP Thickness= 3 0 . 070 = 0. 2100 I S5 51 4 K, = C.0994 I a = R/mss :D.I4- Area of FiRP (w/o Glue)= 3*0. 070* 5. 125 = 1 . 0762 in FV - P u�- �? 4�I ,gEc.�(C,833��(4?4.�� d = Depth of Beam including FiRP and bumper layer = 34 . 8700 in &LL 1�43E1 1-7 -3 a C,C3R, A '7�5� O,K, _ - _ F=Loo4z 3i.=Arm � I�IR•DE�Z G.o►�i.���`lo � Loads t' == c,C1�4" y P�+vim ,. (A411.�3+ Sc0)( g/z� = SG87. 12 >_�5 Dead Load= 254 . 7500 plf Applied Load= 400. 0000 plf ,I N � Total- (Dead+Beam Weight+Applied) Load= 716 . 8016 plf I'U fLl..l►.� O ES I �►.� U 5 E (Z 4� 64. j� C Co �� Cd = Load Duration Factor = 1. 0000 '�`'� P�+..rrc�l •- 3 (�C4G�(0,�7I ' Go, I10. 401.-QS o �1�. Mt = Total Load Moment = 71(1 .80*( 47 . 50; 2/8 = 202160 . 47 ft-lb Maximum Shear= 716 . 80* 47 . 50/2 = 17024 .04 Lb LMT =O 508'7"Z (Z+ 3,3-75) - 1, 5 C (3) 45�1. crow= I,1 ��• �)Cz� + = 1z-x.37 FLF - Moment Capacity Check lcac>>(Z> r Z"L$ F'LF' � + � _ CV = 0. 8284 Cl = 0.7731 -7f2'•78)( S�- = Z, 84.7.,9-T F7LaS U� (Z) 3 � � g. �� �* z EIJa C1STAr.IC.>E• --�� - R = Distance fron bottom of beam to center of F?_RP Layer = 1.b JO in _ - 23 20 In _ - - _ - - 2 J _ -- . .� � 4,s = 4o-i5.'tl Lbs � ... 847, 1 (1Z) - = I, IIZ.44� 51 __ .. �c.u.eJi�1 Z(31"iC)(O,15x �1(o,i5)� - - Mr = Resists Moment= * b * a * z * c * Cd. a Depth of Compression Block 1 in _....... . _ - 1900 .0 * 5 3 * 19 206 * 23 582 *Cl *9. 6* z - Moment d R a/2 34 8700 850 - -- _. -- -- .... ._ _.. ......, . c . 31 73 1 00 - � - -----__...�._ ---- ---- . ._ _i_... -- ___... -------- - _- _ ------- -- - - --- - ---- ------- -- -- -- _. _ ,._.. .._ - 207417. 28•ft lb >•Mt (OK) �m 0.95 C I, _ iz - L - 0 00 3 � ROLA OF b o0o d,$5 1,3 I I OS.001 1 5 �ESS�.D 100. 09 O.K. _ �" (I27,�'T i- ZZ$)( - '-• � 1 a tS3� J _ ... ... _ , ... -. ..__ ... Y F ro -44 ' I w= 9 S(D.9Z "` 9 Z.l 5 f�S I • IL• 12800 SW Ash Avenue _ 12800 SW Ash Avenue - i�1 12800 SW Ash Avenue 38�(I,�ECoxO.°��(11\,4rd) 2 of 31 x - 3 of 31 �rJ 4 of 31 ' A/EC'SINc. - A,EK"S INC AIF/rIN INC WESTERN WOOD STRUCTURES, _NC. - COMPUTER ANALYSIS SYSTEM WESTERN WOOD STRUCTURES, INC. - COMPUTER ANALYSIS SYSTEM FiRP - Version 1.00 - Copyright 1993 - All Rights Reserved FiRP - Version 1.00 - Copyright 1993 - All Rights Reserved P.O. Box 130 Tualatin OR 97062 P.O. Box 130 , Tualatin, OR 97062 DATE DATE X03 692-6900 SHEET OF _ AUG. 03 , 1.94 (503) 692- 6900 SHEET OF _- PROJECT _ QC¢•>?�� c�IocE -_ WESTERN WIIOOD STRUCTURES, INC. PROJECT .K_�_> L1`•�oE �_ �, g� E ,4 AUG. 03 , 1994 ( r ) WESTERN WOOD STRUCTURES, INC. - x/4/94 �ocA n oN �'i �,�-�q►J JOB NO. 944043 JOB NO. 944043 LOCATION -- TI 'h' r'a�O� - sHE>=r P.O soxIso•TuAj_ATjN of GON 970e2 SHFET FAJOB CREEK BRIDGE FAJOBNNO CREEK BRIDGE P.O. Box 13o,TUALATIN. OREGON 97oez 603/692-6900 JOB NO. TIGARD, OREGON TIGARD, OREGON 603169="6900 JOB N0. - � g'�J BY _ -j �_ _ �+ GTRDER DESIGN GIRDER DESIGN _ _ _. �::.�..: --- .... - - -- •- ;_ D 11 � I.ATERI�I. L.DA E� I - - Cutoff L .T.VAA- La AD FiRP Deflection Check -_ _ _ .___...__._. ___ ._ ._ _ _ - _--- g.•rp;�{ l 4c�.`49 __ -- - - �- W1�J0 Loa,0 So = Unreinforced Section Modulus=bd2/6= 5 . 125 * 34 . 872/6= 930 . 19 in^3 For Reinforced Beams with uniform loading: Mo = Allowable Moment = Fb * Cd *Cv * So/12 * Cmb l.li�lp � >=D s 1� MPF�� �s= I(o.4 Q'S<^ G► - �- _" -_ _ Mo = 1500 . 00 * 1.00 * 0.773L * 930 . 10 ,112 * 0 . 80 = 73268 .37 ft-lb w- 1728 ( -5 -L4 a^3 Ir Compute cut off as solution to quadratic equation: Deflection = - -- - + r4 L-3 a J C1- -- J - _ . M = 17024 . 04x- 716 . 80x/2= 73268 . 37 ft-11, E• Ir 384 24 I + . - ._.. Computed FiRP cut off x= 4 . 79 ft, use 4 .00 fft from each end Ge a=Distance form end of beam Co end 3f reinforcing (ft) Tension Check .in FiRP Laminate w=Uniform load ( lb/ft) L=Length of beam (ft-) F'RCJE�'ED I•�Ell�l••1"j T = Cmax RAILS 2((0� = Cmax = Mt / z = 202160 .47 * 12 / 23 . 58 = 102872 . 12 lb Io=Moment of Inertia for un-reinforced beam= 18107.91 in^4 Tallow) = Allowable Tension = Ft(krp) * Akrp: Ir=-Moment of Inertia for reinforced beam= 20077.99 in^4 (�� 4,5(1b)/9� G•8� /0 5.11 IC45.11 1045.11 1c45.It I04S.11 = 2 . 00E+05 * 1.0762 = 215249 . 98 lb > Cmax (OK) G71zDEc-S `� 34.81 ZCoIZ,'Tr3 Zc,.IZ,"7S Dead Load Deflection= 0 .8555 inches FiRP Strain Recommended Camber=1.5*Dead Load Deft= 1. 28. 3 inches 1 4�.`il I� = 3•9�FT J� IND 1-01,D = 110.4 (G.Co'L)(1,3)(3.9�� = 57._(01 PL-F 'rI = -'10 Strain - J / Ekrp =( Cmax / AreaKrp )/Ekrp: Applied Load Deflection= 1. 3433 inches _ 1 . 5833 USE i � e.3� !zone , Ta.��cw R fl.19c�'3�I�,`o�.�C 3� " SGc�o•'S1 I�2�S DIL , 102872 . 1'_' / 1 . 08 / 1 . 20E+07= 0 . 0080 < . 008 (OK) AllowaLble applied Load Deflection @ L/360 - 1 . 58 3 inches (OK) , ScISIMI� 1-(110 -r', Z, 4-SC. 'SCo ubS Shear Check - Composite Criteria Total Load Deflection= 2 . 4073 inches - - Allowable Total Load Deflection @ L/180 = 3 . 1667 inches (OK) C = Z.~S u5G ) �l 3� Use Shear development criteria analagous to AISC provisions for composite F{+,� =4 V!�E z"� A,; P acs L.l� (Z) •��� T►�rcu411�� ' construction (Ref . AISC Section 14 ) I,�JS.rL1r�T = 2(31 . SC) _ �33•c� P�-F Callow = Fc b * a 1900 . 00 * 5 . 125 * 19 . 2061= 136524 . 08 lb SE ISHIL t_fl4p e O ,3(Z, 5;((033 C.��.� = 1"'.X7. F'Lr �-- Co►�TtZCI-s Ca�,olL >3i✓� A.N FORCES V = k, * Fv * (L-2*cutoff) *12 : 5 . 125 * 165 . 0 * ( 47 . 50 - ( 2 * 4. 00) ) * 12 LiRIDGE V�'Wf1� - _ 350722 .y'7 lb > Callow (OK) ST�R>✓AM Ftr•oti.l -- --_ 4a = s F•P`s �Ax �����I�� cCl.iLtzETf � (a�C4a�/iz I. c� Shear Check - FiRP/Wood Triterface 075 (°`Y4'Q'���lZ. "� F goT;ori. o f y►R�Ec� E.�v�Tloa = 1�}a.�� V• :- at cut off of 4 . 00 ft = 14176 . 83 lb L.IAT'EC� EI_E�/�►TIo►-� ��• Gl = IFPS = t4Z. o0 PU2�I�S Shear Vre:, = Fv*Cct*Cmv*Irprime*b/QFi_RP FL.CL^_R2•+Ea.l^,5 S,IZS(�3,E�(Sj(��/I 4+} � 19 LF =1.65 . 00 * 1. 000 * 0 .e*b/Q * 23 , 035 . 78 * 5 . 125 / 576 .00 1-�EICA1 T OT k-. Ts1z eyara6T CSMIC c�E= 1.91 CIECEcs S) %)/1441. -1 i g GF lb > V' (OK) _ sTTz>::�•fti ��.o I.l PRESSV 1zE �' � F Ps = 1.4-(s)t (,i) = �o ��Lr 3Z7- 295,11 . 30 Shear Check - At Beam Neutral Axis ~ POt�`(AaT- '7, ZGi'1 LIv. eo I_8S _ _ _ Vactual =R1-(h'tl*Dbeam/12) = 17024 04-( 716 . 80 * 33 .000/12 ) = 14941 . 13 lbt_tFT• = - ia°+Cc.d3 1..C3� � t•10 F'SOU�h►i.1G'•� �t1ZL�.S NEED vmax = Cd * Fv * Cmv * b * Dbeam * 2 / 3= 1 . 00*165.0*0 . 875* 5 . 125* 33 . 00*2/3 _ 17200. 72 lb > Vactual (OK) 1 12800 SW Ash Avenue 12800 SW Ash Avenue 12800 SW Ash Avenue 12800 SW Ash Avenue 6 of 31 7of31 8of31 5 of 31 -- _e As�•c, , 08/19/96 I�I �I �I � I �II,!;I I� I�I �I�I�I �I I I �I�I� I,I�I�I I I�I�I �I�I�I�I�I I� I�III� I�I�I I I� I�!�I� I �I�I i 1�1�1�1�1�1�! !' lll�l�l �l�l�l l I�! �I �I �l�l�l I I�I�I�I�!il�l�l I I�I�I�!�I�i�ili�l�►�II1�1�1�1, INCH MADE IN CHINA - - j-rm-( i ,.... .... ....1.... .... ....1! ... ....+ ,,,. ..., 1111nIto lunlnIII i , i tl tl IfIll�iituulnnhnrinnlnu!nulll IInnIInIIICIIIIII�lllllllil�lll,IIIII� 111111 ( GATE -•---- .�._��. DATE �� PROJECT __� �i_t�. -�2��L= -�2t�U1;'� DATE PROJECT EMET-74 WESTERN WOOD STRUCTURES, Iti:,. F ROJECT Fowl - �,����. > �I l E _ "A I WESTERN WOOD STRUCTURES, INC. PROJECT --- ,_C[L�E F��L\Dc��_ ���� 14 WESTERN WOOD STRUCTURES, INC. � � f/4/9� WESTERN WOOD STF�C��5, INC. a/�i� LOCATION __�_Ccz�41CSA LOCATION ---- (L-© OR�aOh� - SHEET LOCA T1ON E!�0 LOCATION i :,A(' j�. E.a � --- -i � Z- SHEET P.o. anx iso.';USLATEN. oma ow 4,-7 SHEET SHEET P.J. lax iso.nsarut o��ow v�oa2 G P.O. BOX 130.T11A1.AT1K OHtGow 97062 �- S=i692-64i JOB NO. _-- 94404 �� � �.a �Ox tSO.TtJ/�LJRrtN. ofiC:lotd v7oes aasioaz_6 , JOB N0. 944043 --- BY .__ jr ac�vevi-e000 JOB NO. `.94'�04Z BY_P'� r -- BY -�-=+- �I - eosoagi av�xr JOB N0. �,d 4 -- 8Y �Z OF-_ T � OF- pp �I p of - -t- _�OF- I -- - SEAM G�,>.�� Dt�SICq►.�_ II �!,EL1CaER �ES\GI N .--- ----- ----+t _ . .._ _. _ _ - --• - • - �_ -- DEA M (�A•=E O E.S l C.rr►.�~ - -- C3EAh�l C�R la c.� C ES l c:t rt E 11F�.M Ga.►.� l3�tM°OE11-l:D r1.� SIMPI. 5�: ^R D CC<.lJM�1 1n�1 Q,=v I�►�EfZ� 1S jfCl►•� �Uh�S A►�T 4-' - �Z - - �CIZ.i,'��1 t ZZ£�)L '= (��l-Z1.'�$ TE T� /r� , P y T 3p�1��� ttJ•�.as/Ia. - ��V ii RPu>z��� _ a T'R,a►.� ICNa� sFR��1y aT c�F- E.1.1D A�lc A r+"SD c0�1►.1tELTlo� ►�>< �� W-Si= xS sr40UI J PL e= �.�sF = _-1 ksl II u5E �2)B" �,�. �A . PUfL.1�v9 Las n.k. . ATT �T R� F Z A Z� � p d REG.Z ,^ � � � � • I,,,'.�/` Z � 1_C��,�z3.saw (Qt, S�Z.c•} 1-+�,s (Fob REI►.��RCED t3>� M 7C , � uNc� �F j'�E c�,�a.►.n T F C- r.S. _�g�z I►J. _. . _ V u5E F. S. use r3�E R•- AGR = 2 C_ X44.0 L 6S _ --�- --- X I� z, c• t_1✓ r t h t u A 1 S 6 Q v XP��I - 5, 1_ ,Q�? 4•-_S y�0.9.�_. /i►,1 Z i 4 L _qd LA I� I� �=c 3 _A. ._ T I T I 1 p o I"r Ut�DE DR�'IEC Cr;msJ � r�EE � ( !(�z 3EIr I� s s ill _1 11AA.rIUt�! �O1•�F IC1�:fs+A.j 1O LTIAC�•�,r�M -;. - - ^- `� r^ SG 1D►J T Mn _C I ,� �-�I�� �rCRSi ,AL�,.�L 3 IZi I Li t ,X (Z6.1.1 i ,�3soQ, ��'�L'�c�� = p•�ta(c�� __.I N 4- f � � z r/,c � C P - /.,E ' i I � I I IZ %.. E►�1�Eo�(o ��, = A ►� �Y ��.:=�'ems �5� _.���"I� _ - �� Q al _Lu rai �; _ � hr � - ���►:� x+a� R� -- Px BASE 0Fs1 �tl ` °� C-C�;►(CA2.'� .^�I�Ct iCl.�'� A.SSU MF CGEI=LC:T\C1.1 � SCP C� C�1�>:F ._lr _IMITj�C TC LI'i8U I (,t-.> _ �. P= R�,,t�.. _(3��5 j�-I �l��5 ) _ _4Z8.co'3 I,els _ ( - _ _ _ _ - -" •-_- -- - (°� C M= FIL. I. 43 11.E L lb s -- -- -- C co PL �}r4( + (a(L01 831, 43 t _ 1 _.. . - 00 L LO N 12800 SW Ash Avenue 12800 SW Ash Avenue (( \ ! � A = _ ._ - _ PSS 11 of 31 12 of 31 C __. N I FLA/FJC'S ur. :. 0 - =J SI 1J G� prn•=c.� S b �1-li F_'QTc_:V 1 d�.. ��L.J T t�►J� WESTERN WOOD STRUCTURES, INC. ABUTMENT - Version 1.00 - Copyright 1991 - All Rights Reserved WESTERN WOOD STRUCTURES, INC. WESTERN WOOD STRUCTURES, INC. P.O. BOX 130 - TUALATIN, OREGON 97062 WESTERN WOOD STRUCTURES, INC. ABUTMENT - Version 1.00 - Copyright 1991 - All Rights Reserved ABUTMENT - Version 1 .00 - Copyright 1991 - All Rights Reserved AUG. 03 , 1994 503/692-6900 SHEET OF ABUTMENT - Version 1 .00 - Copyright 1991 - /,.11 Rights Reserved P.O. BOX 130 - TUALATIN, OREGON 97062 P.O. BOX 130 - TUALATIN, OREGON 97062 P.O. BOX 130 - TUALATIN, OREGON 97062 AUG. 03 , 1994 503/692-6900 SHEET IS OF _ AUG. 03 , 1994 503/692-6900 SHEET I(o OF' - JOB NO. 944013 AUG. 03 , 1994 503/692-6900 SHEET 44 OF _ FANNO CREEK BRIDGE JOB NO. 944043 944043 TIGARD, OREGON JOB NO. 944043 FANNO CREEK BRIDGEJOB NO.FANNO CREEK BRIDGE FA14NO CREEK BRIDGE TIGARD, OREGON TIGARD, OREGON - -- -- - TIGARD, OREGON HEEL REINFORCEMENT: Ult. Shear = 1888.55 lb. Ult. Moment= 2360.69 ft-lb TOE REINFORCEMENT: Ult. Shear = 1216 ..67 lb. Ult. Moment= 1809 .20 ft-lb B R I D G E A B U T M E N T D E S I G N D A T A ABUTMENT DESIGN: STABILITY REQUIREMENTSD -- -- - - Using: d= 9.6875 in, 0 . 6250 in. dia. steel , 2 . 0 in. cover (ACI 7.7 . 1) Using: d= 8 . 6875 in, 0 . 6250 in. dia. steel. , 3 .0 in. cover (ACI 7.7 .1) # Load/Factor Force(H) Force (V'I Arm Moment Loads to abutment from 2 - 48 . 00 ft girders over 10 . 0 ft wide abutment _- _ - - ,ALLOWABLE SHEAR W/O REINF.= 10824 . 37 lb. (ACI 11. . 1) (OK! ) ALLOWABLE SHEAR W/O REINF.= 9707.01 lb. (ACI 11. 3 .1) (OK! ) Dead Load Live Load. 1 STEM WALL 1.0 204. 2 2 .833 578 .5 REQUIREMENTS: Girder # Dead Load Reaction Live Load Reaction �. MOMENT R..QUIREMEN'1�. MOMENT REQUIREMENTS: Ib/ft lb lb Lo ].b 2 BASE WALL 1.0 281. 2 3 .125 878.9 / 3 FOOTING 1. 0 737 .5 2.458 1813 .0 Reinforcement ratio required for flexural strength= 0 . 0005 Reinforcement ratio required for flexural strength= 0.0004 4 HEEL SOIL 1 . 0 974 .0 1.250 1.217.5 Minimum reinforcement ratio (ACI 10 . 5. 1: 200/fy)= 0 .0033 Minimum reinforcement ratio (ACI 10 . 5 . 1: 200/fy)= 0 . 0033 1 316 . 80 7603 .20 400 . 00 9600 .00 5 TOE SOIL 1 . 0 128 . 3 4 . 333 556 . 1 2 316 .80 ?603 . 20 400 . 00 9600 . 00 6 ANGL SOIL 1 .0 0 . 0 0. 83.3 0 ,0 Maximum reinforcement ratio = 0 .0160 (ACI 10 . 3 . 3) Maximum reinforcement ratio = 0 . 0160 (ACI 10 . 3 . 3 Note: Reinforcement ;ratio required for strength is less than 200/fy Note: Reinforc-meat ratio required for strength is less than 200 f 7 P ACTIVE 1 .0 309 .4 1 .514 468 .4 increasing reinforcement ratio for strength by one-third (ACI 10 .5. 2) increasing reinforcement ratio for strength by one-third (ACI 10.5. 2) Totals 15206 . 40 lb 19200 . 00 lb 8 P PASSIVE 1 . 0 -309 . 0 0.586 -181.0 Increased ratio required for flexural strength= 0.0006 Increased ratio required for flexural strength= 0 .0 006 = 1920 . 00 lb ft 9 BRIDGE LL 1. 0 1920 . 0 3 .500 6720.0 Area of flexural steel req'd= 0.0726 sq. in/ft Area of flexural steel req'd= 0. 0620 sq. in/ft Uniform Dead load = 1520. 64 lb/ft Uniform live load / 10 BRIDGE DL 1 . 0 1520 . 6 3 . 500 5322 . 2 (Use # 5 @ 18 in o.c. As= 0. 2045 sq in) (Use # 5 @ 18 in o.c. As= 0 . 2045 sq in) 11 P SURCHGE 1. 0 0 .0 2 .271 0 .0 - - �- TEMPERATURE AND SHRINFAGE STEEL REQUIREMENTS: Soil and Concrete Design Data Abutment dimensionsTOTALS U . 4 5765 . 9 17373 . 6 TEMPERATURE AND SHRINKAGE STEEL REQUIREMENTS: Reinforcement ratio for shrinkage and temperature= 0 . 0018 Reinforcement ratio for shrinkage and temperature= 0.0018 Soil. Weight (psf ) 110. 00 Stem wall thickness ( in)J 8 . 00 FCCENTRICITY (ft)= 0 . 5548 Area of reinforcement for shrinkage and temperature stresses Area of reinforcement for shrinkage and temperature stresses Active pressure (psf/ft) 3() . 00 Stem wall height (f_'t) 2 .04 Q MAX (psf)= 1966 . 76 (OK) normal to flexural reinforcement =0. 2592 sq. in/ft (ACI 7.12 . 2) normal to flexural reinforcement =0. 2592 sq. in/ft (ACI 7 . 12 . 2) Passive pressure (psf/ft) 200 . 00 Girder Pad Width ( in) 7 . 00 Q MIN (psf)= 378 . 67 (OK) (Use # 5 @ 14 in o.c. As= 0. 2630 sq in) (Use # 5 @ 1.4 in o.c. As= 0. 2630 sq in) Allowable bearng (psf) 2000. 00 Stem to cntr. of hearing ( in) 4 .00 FACTOR OF SAFET'( AGAINST SLIDING= 3 . 22 (OK) Coeff . sliding friction 0. 30 Length of toe ( ft) 1. 17 FACTOR OF SAFETY AGAINST OVERTURNING= 13 . 99 (OK) Weight of concrete (pcf ) 150 . 00 Length of Heel (ft:) 2 . 50 Concrete strength (psi ) 3000. 00 Thickness of. footing ( in) 12 . 00 Rebar yield stress (ksi ) 60 . 00 Depth of Soil over toe (ft-) 1 . 00 CONCRETE DESIGN• FACTORED LOADS & SOIL PRESSURES Surcharge Dennth ( ft) 0 . OU Depth of Soil providing Angle of backti.l1 ( ) 0 . 00 passive resistance ( ft) 1 . 76 # Load/Factor Force(H) Force (V) Arm Moment Overall height of wall --- less footing depth ( ft) 3 . 54 Depth of key ( in) 0 . 00 1 STEM WALL 1 . 4 285 . 8 2 . 833 809 . 9 2 BASE WALL 1. . 4 393 . 7 3 . 125 1230 . 5 3 FOOTING 1 .4 1032 . 5 2 . 458 2538 . 2. Notes : DESIGN CONFORMS TO RECOMMENDATIONS PROVIDED BY SOILS REPORT 4 HEEL SOIL 1 . 4 1363 . 6 1 . 250 1704 . 4 PREPARED BY DAMES AND MOORE ENTITLED, "GEOTECHNICAL 5 TOE SOIL 1 . 4 179 . 7 4 . 333 778 .6 INVF.STTGATION - PLANNED PEDESTRIAN BRIDGE OVER FANNO CREEK 6 ANGL SOIL 1. . 4 0 . 0 0 . 833 0 .0 MAIN STREET VILLAGE AT FANNO CREEK PARK - TIGARD, OREGON" 7 P ACTIVE 1 . 7 526 . 0 1 . 514 796. 3 DATED MAY 17 , 1994 8 P PASSIVE 0 . 9 -278 . 1 0 . 586 -162.9 9 BRIDGE LL 1 . 7 32.64 . 0 3 .500 11424.0 SEE WWSI BRIDGE CALCULATION FOR BRIDGE LOADS 10 BRIDGE DL 1.4 2128 . 9 3 .500 7451. 1 11 I' STTRCHGE 1. 7 0 .0 2. 271 0.0 TOTALS 217.0 8648 . 2 26.570 . 1 ECCENTRICITY ( ft)= 0 .6140 Q MAX (psf)= 3076. 89 Q MIN (psf)== 4 41.02 12800 SW Ash Avenue 12800 SW Ash Avenue 12800 SW Ash venue 12800 SW Ash Avenue 13 of 31 14 of 31 15 of 31 16 of 31 08/19/96 �;!I► li (� I ! lilili ►I ►►ili� iiiil I ►iI�fll�if IiI I �ififil�� ifil�I Ifif�fi��ilfl I If if!i►Iff if I i II►ifil �ififi i iiiiifi �ififi i *13 iflfifi�fifi►ii i if►II�illlili ililili�ilillll, INCH 1MADE IN CHINA l�IL_ 14 15 - '►,Illilnilnililil�nlllii,liinllll�llllI111Illilllii1i1i111�1i11i1111��ii�t►iil�►iiitiilliniliililiiiilliiilililllnilll�ilitiilillil�iilllllill�iiliiiilntllliiillilililillillillill�iiillllillllilli1111i1illi1ulI111111111nnlfiiillllihl111nI111111111111111111111111111i►IIItIIIIIInlllllllt" WESTERN WOOD STRUCTURES, _TAC. WESTERN WOOD STRUCTURES, INC. 0 ABUTMENT - Version 1 .00 -- Copyright 1991 - All Rights Reserved ABUTMENT - V. ,ion 1 .00 - Copyright 1991 - All Rights Reserved - - P.O. BOX 130 - T'JALATIN, OREGON 97062 1 J. BOX 139 - TUALATTN, OREGON 97062 +1 0 IL AUG. 03 , 1994 503/692-6900 SHEET 11 OF - AUG. 03 , 1994 503/692-6900 SHEET -l3 OF JOB NO. 944043 JOB NO. 944043 FANNO CREEK BRIDGE FANNO CREEK BRIDGE �+F,' /,,�� pj a TIGARD OREGON '1'IGARD, OREGON 1 t �"3tfS • A STEMWALL REINFORCEMENT: Ult. Shear = 106. 30 lb. Ul.t. Moment= 72. 34 ft-lb � �w ���� � '� � � L BASEWALL REINFORCEMENT: Ult. Shear = 31 9.b5 lb. Ult. Moment= 377.62 ft-lb G 111 itn. o t__- ' • y Using: d-- 6 . 1875 in 0.6250 in. dia. steel , 1 .5 in. cover (ACI 7.7. .1) a �"� # E o Using: d= 13 .18'75 in 0.6250 in. dia. steel , 1 . 5 in. cover (ACI 7 . 7. 1 g X 0 / a U Y g ) Q� ►�tit o '� � � � - � � 3 , ALLOWABLE SHEAR W/O REINF.= 14735. 11. lb. (ACI 11. 3 .1) (OK! ) ALLOWABLE SHEAR W/O REINF.= 6913 . 03 lb. (ACI 11 .;1 . 1) (nK ! ) a v MOMENT RE UIRF14ENTS: MOMENT' REQUIREMENTS: Reinforcement ratio required for flexural strength= C .0000 Reinforcement ratio required for flexural strength= 0 .0000 q 3 Minimum reinforcement ratio (ACI 10 . 5 . 1: 200/fy)= 0 . 0033 Minimum reinforcement ratio (ACI 10 . 5 1 : 200/fy)= 0.0033 = Maximum reinforcement ratio = 0 .0160 (ACI 10 . 3 . 3 ) Maximum .reinforcement ratio 0. 0160 (ACI 10. 3 . _1 ) /` '-�• it 1 t� Nate: Reinforcement ratio required for strength is less than 20o/fy Note. Reinforcement ratio required for strength ;.s .less than 200/fy ��-� +I increasing reinforcement ratio for strength by one-Uiird (ACI 10.5.2) increasing reinforcement ratio for strengc.tL by one-third (ACI 10 . 5 .2) = 0 . 0000th red for flexural strength=ratio re Increased ratio required for flexural strenSth= 0.0001 Increased q 9 Area of flexural. steel req'd= 0 .0085 sq. in/ft Area of flexural steel r"pgld= 0 .0035 sq. in/ft i 2045= 0sq n) A 8 in o.c. s . (Use # 5 @ 18 in o.c. As= 0. 2045 sq in) (Use # 5 @ 1 � i � � 'r; .�'li 11.1 _-1 a� 1 � i� -� . 1• hJ 1 TEMPERATURE AND SHRINKAGE STEEL REQUIREMENTS: TEMPERATURE AND SHRINKAGE STEEL REQUIREMENTS: O � ,i-� t�1 <1 I 1 > 11 t Horizontal Reinforcement ratio for shrinkage and temperature= 0 .0020 Horizontal Reinforcement ratio for shrinkage and temperature= 0 . 002' �~� /l " Q U 1 IIS V i Area of reinforcement for shrinkage and temperature stresses ' Area of reinforcement for shrinkage and temperature stresses g P / � / Z - UL- (j) , 1 normal to flexural reinforcement =0. 3600 sq. in/ft (ACI 14 . 3 . 3) norr.�al to flexural reinforcement =0.19'20 sq. in/ft (ACI 14 . 3 . 3 ) 1 +I ��l �, d _ (Use 0. 1920 sq /ft on rear acen o.c.in f = # 5 @ 18 iAs= 0. 2.045 sq in) (Use 0. 2400 sq. in/ft on front face= # 5 @ 15 in o.c. As= 0. 2454 sq int • / __�� r (Use 0. 1200 sq. in/ft on rear face= # 5 @ 18 in o.c. As= 0.2045 sq in) 1 aj / fl 3 +I o; I -------,--- M :-fQ -iHom \\ II +I t7- 4 N • 119 cn v l} M zrCID60 ll1 c� i Q+ \ ��✓ - d Q II! NNV08 =10 dol - - 11 /.219 .9 su�1 Q- LY O 1_ � • w a� d � 1 .9�• �� lel � -- .0-1 �I d�• Ul CY 30�6 (�i1 111 LU � az Y T_ - - Q q I 11J Q - (l Q 1 4L lL 12800 S\N Ash Avenue 12800 SW Ash Avenue jyLL:� 12800 5W Ash Avenue 17 of 31 18 of 31 12800 S'N Ash Avenue 20 of 31 19 of 31 IL I IL ILT V af p0 f o -- ----- --- - o y a ,If SPACING PER- 0 ER o EROSION CONTROL 0 FILTER o WIDE ROAABRIC MATERIAL 36" o s o I I _j LLS SwALE OR DITCH 1-- PLANS _ USE ` g I RINGS TO ATOR T I WIRE _ s -� EXISTING �- 7' BY 2' BY 14 GA WIRE =� GROUND _ FABRIC. WIRE � FABRIC OR EQUIVALENT M SEE NOTES EMBED 1 BALES 4 TO E INCHES r: Q TOE OF SLOPE. OR c GRADE CHANGE 20� 2. DRIVE STAKES MIfi1►IUtJ 1 T 60 z INTO GROUND SURFACE ' ~ BALED HAY OR STRAW PROFILE 3. ONLY TO BE USED FOR ►+� 'n I I ' _-L - Ul X i4 1Wt� INSTALLATIONS OF LESS ,�} 1� . . •' r�JO v THAN 200 LINEAL FEET,Y OR AND V � - u I- - - - - - - - - - FUPLEX RESINGLE DENTUL Q,h iv 1� D iv , 6 MAX. CONSTRUCTIONS ON SINGLE - 1 (1 LOTS OF RECORD I 11- ��=Q� 2' 13Y 4" wooD PosTs. �a0 I✓t� - l_1 STANDARD OR BETTER OR (J LUw �_ _ -_ EQUAL ALTERNATE: STEEL ",0 U int IIl$ '.I 111 FENCE POSTS III t� 1 i1�1 I'' i4OTE: BURY BOTTOM OF FILTER Q APPROXIMATE C MATERIAL IN 8- BY t7' boa v, 1 1 I 2"x2"x 14 GA. TRENCH BALE ENDS \ 1 o � � I NOTES: J-- 1 - 0 Q I o 11 1 CO WIRE FABRIC U 1 BELOW GROUND SURF INCHES ��N �� BIMTOGETHER 1� 1 '�- FLOW 1\�1 1 I OR EQUIVALENT 'L d u a0 u �� 2-2"x2"x3' WOODEN STAKES �_ 111 1 111 1 _ 2. DRIVE STAKES MINIMUM 1 y ;NTO GROUND SURFACL / ' EACH BLE � 2-2'xz'x3' 1111� Ij; 41 Flow 1 X r Ln EACH BALI` N b WOOD NOES FILTER FABRIC 12" MIN. DEPTH- ti 'SEE NOTES 'N OGE OF SITE MATERIAL .b USE MORE STRAW .a. - �-- TOE OF SLOPE Ia I cJ) BALES IF RcgUIRED 11.9 cf) CLEARING/DISTURBANCE W 1) Z v OVERLAP EDGES Z PLAN �W MINI-- z . QUI N (Y SECTION (y STRAW BALE (Y-_ -- - (L/ �, � SEDIMENT BARRIER ��� SEDIMENT BARRIERS ALONG SLOPES �� ' SEDIMENT FENCE zd i STRAW BALE � � �-�� �� IN DITCHES OR SWALES <>� V <1y (Y_w (Y (Y' ►Y :f)U 1119 �z U, 1117 U Qz) ��� u z. w w LL IU-4 1114 111. j -- a_LI_ U- 12800 SW Asti Avenue 12800 SW Ash Avenue 12800 SW Asti Avenue 12800 SW Ash Avenue 23 of 31 24 of 31 21 of 31 22 of 31 08/t9/96 Iill �l �l � l �l �lli I� I�III� I�I �I I Illllll�lllllll'i�l�ill�llllljllillllll� lllll I Illl!llllllll I IIIIIll 11111141111111111 Jill I Illllllllllll I IIIIII1Jill 1111 1111111lllllll' lllllll�IIIIII INGM I MADE iN GH'NA41 -� j cmt � 1 - 1 1� 31 - „ I � IIIIIII� ��r����II�IIIIII�I��rrl��r�Ilrulrnrl111111111nulnulnlllnnl11111111dIllIl�n111111111111nlllnitIII nlnulnulnulllnlunl�nIIIII ill IIll III III it1111fill ill 111111111111111 111111111 fill 14 DAMES & MOORE 1750 S.W. HARBOR WAY, SUITE:400, PORTLAND, OREGON 97201 p (503) 228-7688 FAX: (503)223-6083 i —�— Y - August 9, 1994 CONTROL MEASURE ADDITIONAL TEMPORARY EROSION CONTROL (DURING � � � STANDARD NOTES FOR SEDIMENT PENCE � � $ EROSION AND POLLUTION C _ y y EROSION CONTROL MEA,_LlRES FOR DISTURBED .AREAS: HAY BALES WILL BE PLACED THE TOE OF ALL MAJOR FiLL SLOPES WHEN a � � THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO EHE o c i NECESSARY, TO PREVENT 511 r FROM WASHING INTO EXISTING DRAINAGE WAYS. LENGTH OF THE BARRIER TO AVOID USE of JOINTS. WHEN JOINTS ARE NECESSARY, ALL DISTURBED SLOPES GREATER THAN 3:1 THAT HAVE BEEN GRADED AND COMPACTED CL (SILTATION BARRIER) • FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A ' Mr. from Hamann PRIOR TO OCD SL IST SHAL/. B£ HYDROSE£DfD US/NC THE FOLLOWING ° MINIMUM 6-INCH OVERLAP, AND (10TH ENDS SECURELY FASTENED TO THE POST. o o 1EMPOR4RY DITCHES WILL BE CONSTRUCTED AS NECESSARY TO ASSURE DRAINAGE IS ° OTAK Incorporated SPECIFICATIONS: o CAANNELED TO THE FACILITIES BEING PROVIDED. ° ! � � THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CO TOURS WHERE � � ! 17355 SW Boones Derry Road SEEDi M: SiiALL NOT BE DONE DURING WINDY WEATHER OR WHEN THE GROUND iS 11l IF CONSTRUCTION TAKES PLACE DURING RAINY SEASON. HAY BALES AND `MiRAFi' 140 FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND FROZEN, EXCESSIVELY WET OR OTHERWISE UNTILLABLE. i S FABRIC WiLL BE REQUIRED AT AL1. STORM ORAhAGE INLETS UNTIL ROCKING OF DRIVEN SECURELY INTO THE GROUND A MiNIMUM OF 30 INCHES. Lake Oswego, Oregon 97035 STRETCH /S COMPLETED AND DISTURBED SLOPES STABILIZED BY HYDROSEED/NG. SEED MAY BE SOWN BY THE FOLLOWING METHOD A TRENCH( SHALL BE EXCAVATED, ROUGHLY B INCHES WiDE BY 12 INCHES DEEP, NOTES FOR EROSION CONTROL PLANS 'D UADJACENT TO THE WOOD POST TO ALLOW THE FiLTER FABRIC To BE WPSLOPE AND HYDROSEEDED WICH UTILIZED WATER AS THE CARRYING AGENT, AND MAINTAINS STANDARD _ BURIED. Response to Review Comments CONTINUOUS AGITATION THROUGH PADDLE BLADES. iT SHALL HAVE AN OPERATING "SEDIMENTATION CONTROL (ESC) PUN DOES NOT WHEN STANDARD STRENGTH FILTER FABRIC !S USED, A WiRE SUPPORT FENCE sHASHALLFanno Creek Pedestrian Bridge CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND MiX INTO A HOMOGENEOUS SLURRY APPROVAL OF THIS EROSiO OF THE SPECIFIED AMOUNT OF SEED AND WATER OR OTHER MATERIAL CONSTTTUIE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE BE FASTENED SECURELY TO THE UPSLOPE SiDE OF THE POSTS USING HEAVY-DUTY DISTRIBUTION AND DISCCHARGE LINES SHALL BE LARGE FNOU '-1 TO PREVENT AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRE OR HOG RINGS. THE WIRE .SHALL Tigard Oreeon STOPPAGE AND ShALL BE EQUIPPED WITH A SET OF HYDRAULIC DISCHARGE SPRAY UTILITIES ETC.). EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE NOZZLE-5 WHICH WiLL PROVIDE A UNIFORM DISTRIBUTION OF THE SLURRY THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. GRASS SHALL BE SEEDED AT THE RATE OF NOT LESS THAN ONE HUNDRED THIRTY � MAINTENANCE; kEPLACEMENT, AND UPGRADING OF THESE ESC FAC1111/FS /S THE U I TH£ STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WiRED TO TH£ (130) POUNDS PER ACRE. SEED MiX SHALL INCLUDE: ,�{ RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION /S Dear Mr. Hamann: `J COMPLETED AND APPROVED AND VEGETATION./LANDSCAPING iS ESTABLISHED. FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TR ROU THE STATE' HIGHWAY ROAD.SID£ SEEDING MIX. � .�" FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES ABOVE THE ORIGINAL GROUND v SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. THE BOUNDARIES OF THE CLE.4RiNG LiMITS AND 100 YR FLOODPLAIN SHOWN ON THIS � � AS you requested, this letter has been prepared t0 address review comments made by Mr. FERTI_iZER SHALL BE APPLIED AT THE RATE OF 30o POUNDS PER ACRE. PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURINGWHENWHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE Michael Anderson of the City of Tigard regarding foundation support and riprap protection of THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER NITROGEN - 22x SHALL BE PERMITTED. THE FLAGGING SHAL. BE MAINTAINED BY THE APPLICANT/ FAJR/C IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS the planned Fanno Creek Pedestrian Bri('ge. Danes & Moore's recommendations regarding this CONTRACTOR FOR THE DURATION OF CONSTRUCTION. OF THE ABOVE STANDAID NOTE FOR STANDARD STRENGTH FILTER FABRIC APPLYING. bridge are presented in our letter dated M:ay 17, 1994. The following sections address the PHOSPHORIC AC:U - 16% THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTPUCTED IN CON•IUNCTION SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED TNEiR USEFUL review comments. SOLUBLE POTACH - 8Z THAT ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE PURPOSE, BUT NOT BEFO;'£ THE UPSLOPE AREA HAS BEEN PERMANENTLY THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR ViOLAIZ WOOD CELLULOSE FIBER SHALL BE APPLIED Ar THE P-4 TE OF ONE AND ONE HALF (1-1/2) APPLICABLE WATER STANDARDS. STABILIZED. 1__' I Riprap Extent TONS PER ACRE. I THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR SEDIMENT FENCES SHALL LAE INSPECTED BY APPLICANT/CONTRACTOR /MMEDATELY (J) THE EL4c 7 T1MF FOR SEEDING WIL,. BE DETERMINED BY ACTUAL WEATHER ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY CONDITIONS. THE NORMAL SATISFACTORY PERIOD FOR ACTUAL SHALL BE FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. _L Stone riprap is recommended to protect the bridge abutment slopes from scour or erosion. As BETWEEN MARCH 1 TO JUNE 1 AND SEPTEMBER 1 TO OCTOBER 1 UNLESS T TO ENSURE THAT SEDIMENT-LADEN WATER DOES Nor LEAVE THE .SITE AT NO TIME SHALL MOR£ THAN A ONE FOOT DEPTH SEDIMENT BE ALLOWED TO ACCUMULATE CONSIDERED discussed in our previous letter, we recommend that riprap extend at (east 5 feet each direction OTHERWISE AUTHORIZED BY THE O AVER EXCEPT THAT CONTRACTOR MAY PERFORM ((� THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APFL ICANT/CONTRACTOR BEHIND A SEDIMENT FENCE, SEDIMENT .SHOULD BE REAiOV£D OR REGRADED INTO SLOPES, �� from SEEDING OPERATIONS rROM ✓UNE' 1 TD SEPTEMBER 1 PROVIDED THAT HE WATERS ,tet- AN'D MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. <1 AND THE SEDIMENT FE'NI,ES REPAIRED AND RE--ESTABLISHED AS NEEDED. perp the outside edge of the bridge footings. The fall line of the riprap Cllge may be THE NEW GRASS TO THE SATISFACTION OF THE OWNER. \1 SEDIMENT FENCE SPACING SHALL BE 150 FT MAX. perpendicular to the flow line of the creek. THE EEC h�4C1LlTIfS ON ENACTIVE SITES' SHALL BE INSPECTED AND MAINTAINED A }_ WHEN DELAYS /N OPERATIONS CARRY THE WORK BEYOND THE MOST FAVORABLE 1 MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT PLANTING SEASON, OR WHEN WEATHER CONDITIONS ARE SUCH THAT SATISFACTORY ,i Alternative Foundation Types RESULTS ARE NOT LIKELY TO BE OBTA/NEL' FOR ANY STAGE OF THE SEEDING 1 AT NO TIME rHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO OPERATIONS, THE CONTRACTOR WILL STOP THE WORK AND iT SHALL BE RESUMED ACCUMULATE WITHIN A TRAPPED CATCH BASiN. ALL CATCH BASINS AND (t) ONLY .THEN THE DESIRED RESULTS AR.. LIKELY TO BE OBTAINED. IF OPERATIONS cf) CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING I� The foundation recommendations in our previous letter include: methods for addressing relatively EXTEND PAST OCTOBER I ALTERNATE HAY PLACEMENT AND SPRING SEEDING SHALL OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATF_R INTO THE DOWNSTREAM BE SUBSTltiTED. SYSTEM. 11 J soft soils encountered at the west abutment area. It is our opinion that the depth of the soft soils THE CONTRACTOR SHALL PROTECT ALL SEEDED .AREAS FROM EROSION UNTIL FINAL_ - STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 1S not sufficient to warrant a deep foundation system such as driven piles, drilled piers, or INSPECTION AND ACCEPTANCE HAS BEEN MADE. AREA`' DAMAGED BY EROSION SHALL (�� CONSTRUCTION AND MAINT,•AWED FOR THE DURATION OF THE PROJECT. ADDITIONAL F� BE REPAIRED BY THE CONTRACTOR AT His OWN EXPENSE. ►y1 MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KE:-"T CLEAN � l augers ast piles. Ll� FOR THE DURATION OF THE PROJECT. MUD, DIRT, DEBRIS SHALL NOT BE ALLOWED �l1 Q ll_1 Q ALL DISTURBED AREAS WITH SLOPES LESS THAN -11 T,-/AT HAVE BEEN GRADED AND Q ON PUBLIC ROADS: EX/STANCE OF SUCH SHALL BE CAUSE FOR STOPPAGE, AND Fill Material Suitability COMPACTED SHALL BE SEEDED PRIOR TO OCTOBER 1, WITH TNF SAME SEED AND FERTILIZER (L iMME7ATE CLEANUP. 7 AIX AS USED IN HYDROSEEDING SLOPE GREATER THAN 3:1, AND SPREAD EVENLY . OVER THE SITE , 1 � OR TO OCTOBER 1, SMALL 8E �~ \f � —V The soils encountered in the tW0 test p1tS are Silty and moisture-sensitive. Based On 011r A NOT GRADED AND COMPACTED PRIOR ALL DISTURBED REA 11.1 to SEEDED WITH 200 LBS PER ACRE OF HIGHWAY' MIX AND SPREAD WI1 H A HAY MULCH (�;I t-1 r U 1 LAYER 1 1 2" TO 2' THICK. 1 I11 � � pxperien�e t the adjacentMainStreet Apartments se, the natural moisgture content is sever al / {--- Til � I percentage points above optimum, and the materials generallyrequire significant drying before 1 - (y ��(Y cO (J adequate compaction can be achieved. It is our opinion that the native soils at the bridge site EROSION CONTROL PROTECTION SHALL BE CONSIDERED COMPLEX AND SUCCESSFUL U WHEN A GRASS MAT HIS BEEN ESTABLISHED- u1 O 11J O u 1 u are generally not suitable for use as compacted structural fill. We recommend that granular soils Z Q- Z iu Z w be imported for any fills required at the site. 10 JLH 7 11-]7 ' 12800 ` 12400 SW LL 4 Ash Avenue Q (� . SW Ash Avenue u 12800 SW Ash Avenue 27 oT 31 12800 SW Ash Avenue 26 of 31 ---- — ` _ OFFICES WORLDWIDE 25 of 31 __ – -�'`— --+ 28 of 31 DAMES & MOORE UTAK Incorporated August 9, 1994 Page 2 Riprap Size Design Method The analyses performed to arrive at the recommended riprap size at the site were performed in accordance with the methods described in: 1. Shore Protection Manual, U.S. Army Corps of Engineers Waterways Experiment Station, 1984. 2. Design of Small Dams, United States Department of the Interior, Bureau of Reclamation, 1987. The riprap size recommended in our previous letter exceeds the size determined by the analyses due to aesthetic and constructability requirements. Deepened Footings As shown on the test pit logs in our previous report, th,;rh is a change in material color from brown to gray at a depth of about 8 feet. The consistency and gradation of the two soils are similar, and the moisture content is significantly higher in the gray soils. It is our opinion that the upper soil is suitable for support of the bridge abutments on shallow fooiln s, and that there is no significant advantage in extending the footi,Ags down to the lower gray sails. We trust that this information meets your current ne_LJs. If you luive any questions or need additional information, please call. Very truly yours, DAMES & MOORE, INC. pit''r, , ,�''•�G N - 16,302-16,302 , James W. J ) lnson, P.F. r� r- Associate i UoL � ,�y / _ os IScliWarin, P.E, Proje-t Lrigineer cc: Mr. David Copenhaver Gramor Development Northwest 21541-005-016 12800 SW Ash Avenue 29 of 31 08/19/96 Iil �� i! � 1iIiI; I I� lilil� l !lil I lil!iil�i!lil I lililjlllililil I! I!I! III!iil ( I ! I !!IIII !I!i I I!I !I!ill !li! I I !I!I!ill!I!I I Iil !Iilll!I!III'Ijl!I!III!I!Ii! ! !IIi!�!I!I!I!�!I! IIC!�!!I!il -INCH MADE IN CHINA 14 171 13 !11�,Ililiilliilinl�iliil!i��iili-�liiiiii!Til!I!!I!t!!I!►!li!!!!I!t!!I!!!tl!!!!i!ll�l!l!!I!!III!!i�l!!!!I!!!'I�!!!!!!!!I!!!II!!!li!!I!I!�!!I!!�I!ii!il!!!!li!►Ilnl!!!i!!Ilii!I!!tllli!!I!�III!!�!Il�l�fll!!!!ii!i i!!!I!!!►I!illilll!Inlll!!!!I!!I!it!►!Ilei!nnillilllllfl111iIIInl+lnlllll►Ilnllllill !"Y1M6RS"'S'tC,...'gaW,,._........ .. _.., ,, �... _.,_.:..:�:... ..........:.,-.._........r++.:..�.,.- -. rCY•'z7:..- 4•" T;.iil'.l 4.41ArAIr:AUNN_ AUA-R UAL.DII _ I �PLUM8' U" - —------------ 11" - 48'-2" IN TO IN BACKWALLS - 6 Ys" o SHR. 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S4. - - -- - --- - ------ -- --- - - --� PL1 (TYP) i REQ'D _ --- -- ---- - --- - �" BD1 514,1" }" 5141" �r7 P2 F'1 ALL HOLES '45sO — P1 P2 P2 G1L P` P2 \ R2 - - PLYWOOD RI BRIDGE ('LAN J 51A" X 101b" GLULAM FLOOR BEAM EBI l 114,6" ----- �' - - ----- -- - 8'-Ovi6 -- -- -- --- ----— - _ - ---- - a' ol�4s" - --- __ 1,• 7'_1" 8'-0" a_o _ 8'-0" ---- - -----7=1" 11" - f�3 _ -- —� , � -- R1 - - - - - - --- - ---- - - - - ' " _---_ - �- - -- R1 -__ ---- — P1 — -P2 P2 -P2 BLi(TYP) 15 SP'S. 0 5l�t" 6'-tOlh" 13 SP'S. 0 51h" = 5'-iilh' - P1 , 5 REQ'D - NO CAMBER - INDUST. S3S - 24F-V4 " » " FBI - T-1(1h" - ------ I BUt •, __ 6:Y4 R2 64'i 64'4 64'i - ---- - - - - ------ • •1 ,�-- BDi F/• E 4 EDGES N N ao N R1 24'--11Vis" 2 REQb CAMBER 5000' RADIUS - ARCII'T'L. S4S COMU. 2 142.00'# ,_ IAG"o DRILL �C CSK. FOR a� • O I SOI ,• ' ' 1 1 " " \ l+J - - ---- - - - N 0 X 3 WOOD SCREW 1:r..._"................ ...."...r.............. - Hc i cin CHAMFER N L1-% . GIL Jri r ALL AROUND I - - - - - ------ -- - - - --- - - - - --- ri •I �" 11/1 8'-OY1s" 8' OYi6" 7'-t" i11�Ss" - N _— S1 - S5 RBA(TYP) S2R PLl(TYP) S2R P2 $2L P2 52L S1 '� a N 0 - " o To BEARING 4" I I ' - -- - - - -- - -- 1/4" X 6" LUL M RAIL R2 - - - - -- -- - - - -- -- - 4" 47'-6" __— --- - - EASE 4 ED(�F. --- --- -- EASE 4 1 S RIG FLf SEEN 4 GIRDER TO ABUTMENT 10 PURLIN TO FLOOR BM. HGR. I z EDGES p v I TIL. - I 1 W ' 2 X 2 SAWN R2 - 24'-1114," - 2 REQ'D - CAMBER 5000' RADIUS - ARCH T L. S4S - COMB. 2 1 STEEL BEAN SEAT Si 8 16d NAILS o a Ix N ------- - - _ - -- 2 1"0 x 9' A.B. (BY OTHERS) I cy uj 36" KERF N BALUSTER BL1 -13'16"o W/ 2WO x 1144" 2144 7 " 4'-0 4'-0' - --- _ 2 1'0 X 71h" N.R. 14 RAIL TO POST 1' DEE CSK. 0 N.S. 4 1" M.I. WA. — .� o ON ¢ - — -- _ 1 1 <h"0 X 81h" ECON. HD. BOLT `p ' _ I 2V4" X 6' GLULAM-�� 2 1' CUT WA. ' 1 lh" M.I. WA. --_ � I 1 ;•� �3 ,5142" __�.-Q'.--- _1'- 0°-- --�,- 0„ -- 1�_O» 1'-U" 1'-0" 1'-0" SYS RAIL 2 LEDGER L1 10 ABUTMENT 4 X $ SAWN PURL N —r pLl I� 188 BLAUSTER 10 RAIL k GIRDER `D - -- _ -516" X 41'1" GLUCAN 6 �ti•0 x s>h" A B. (BY OTHERS) I -4 � � � � � _ _. • 2 Jf10 X 3" F.H. WOOD SCREW x 0 - - - �J 8.144" X 9" GLULAM-� POST B A' CUT WA. _ I - - BOLLARD I FIELD DRILL PIL01 HOLES - 1 J rPL1 T-6YIs" 3n REQ'D- D.F. S4S 10 FLOOR BEAM FBi & POST P2 TO GIRDER RAIL & GIRDER & TREAT W/ T "I- CL a 4Y2 0> -1456@ COPPER NAPTHANATE PRIOR ��" 14y� _ _ 3'," PLYWOOD 't"-'i` DELETE THIS L1 l'-11" 2 REQ'D - D.F. 1 S4S 2 X 2 SAWN 1 STEEL FLOOR BM. HGR. S2R OR S2L TO TURNING SCREWS. . - - - --- -- -----------------------__..__ - DESIGN zl LGIE,LCALL4h$ • I BALUSTER 3 V4-0 X 12' CARR. BOLT 'vis"@-- HOLE 0 P1 8V4" X 9 GLULAM 4 X 8 SAWN LEDGER ..1 o I i 2 44'0 X 7" CARR. BOLT 12 PLYWOOD DECK TO PURLINS ' 3 4'0 SHR. R W/ 141e"o HOLE — '� " BOLLARD BD1 LIVE LOAD 100 PSF N o 1" `r 5 %" M.I. WA. 45 10d COMMONS 0 6' O.C. 5� X 4_1 GLULAM � 4 X 8 SAWN- _ I WIND LOAD BO MPH EXPOSURE B LEDGER CLI 4 ROD BRACE TO GIRDER 0 ABUTMENT 2 FLASHING BETWEEN DECK r>< GIRDER POST P1 & P2 SEISMIC LOAD ZONE 3 4" COV. 1'fEAR I --- - - V _ 0 a STREPI. FLOW : 4 CUBIC FT, / SECOND SURFACE BY OTHERS 4 X 8 $AWN J 1 STEEL STRAP S5 48 L.F. SLASHING AS REQ'D W/ 4'-0" 40'-0" _ ILLE S'M'. WEAR SURFACE : 4" CONCRETE INS 1 1"0 X 7" N.B. (TIIRU GIRDER) ATTACHMLNT TO DECK AS REQ'D. 'FILLER LIMITS OF REINFORCING FILLER I cr z _._ PURL 1 I 1 %`0 X 2" M.B. (0 ROD BRACF) _ FLASHIN�� 1 1" M WA 2 BOLLARD TO ABUTMENT �I �IILAM SPFGIFICATIONS -- -- , � 8 ROU DI?!�E 1n FLOOR r.,F+M ►LANCER 1 S'EEI. A�SEMQLY SA ,rii/�" X 34�i6" Fi RP REINFORCED fl) �' r MATERIAL WEST COAST DOUG. FIR 24F-V4, COMB. 2 6 G1R L -_ GLULAM BEAM / 4 LMBEDOW ANCHOR NUTS AN1 --- ---- 2 $i"0 X 11" M.tl, (0 BOLLi.RD) v 3 ti" PLYWOOD - 12 REQ'D - - --- H,NE INCISE. - F I DEP .F t E1F0'2CE C A.: t ` 1 4b"q X 2" M.B. "_____ _-_-_--.�_-.._- __--=--- ----•-- ADHESIVE WATERPROOF PHENOLIC _ 4 4',"0 X 21h" M.B. (0 AN(,HOR NUTS) UA FABRICATION A5 SHOWN AND NOTED. MAC O - O I 4 END POSTS P1 TO ORDER Yf" M.I. WA. ___ _ APPEARANCE INDUST,/ARCH. S3S d S4S AS NOTED. O O 48'-0" J " �- ,D FINISH N J�NETREATMFNi SPECIFICATIONS, 2 3A 0 X 12 ECON. HD. BOLT -_ 2 �," M.I. WA. 94" TiMBER; SPECIES - D.F. GRADE - L2 " PROTECTION _.•� O O � _ _ � CERiIFICAiE AI TC 117-87 / APA-EYYS STEEL BEAM _- --- FiRP TAPE - ARP E-12 x 106PS1 t=0.C7 IN. -� SEAT 10 PURLIN TO LEDGER 0 ABUTMENT _- --- GLULAM11alATERIAL INCLUDES GIRDERS, FLOOR BEAMS, BOLLARDS, POSTS d RAILS. 1 STEEL FLOOR 516" X 10141" GLULAM I 1 STEEL HCR. S4, S4R OR S4L 6 ��-j(I R SPECT BEAM HANGER FLOOR BEAM f�- - s 16d NAILS 1 @ vI--= - � I 15 PURLINS TO FLOOR BEAM MATER IAI. : WEST COAST DOUGLAS FIR #I PER WCLIB GRADING 516" X 347;6" FIBER REINFORCED I - T RULES WN GLULAM GIRDER 1 E STEEL FLOOR ON. HGR. S3 N - - - FABRICATION AS SHOWN AND NG1ED, 12 1fx! NAILS4- SURFACE AS NOTED �� I FINISH SEE TREATMENT SPECIFICATIONS, TYPICAL SECTION 0 MID-SPAN / ABUOfMI NT • - r,� 1 - T-_. - SAWN LUiBER INCLUDES PURLINS, LEDGERS d 3ALUST . -_ • ---- - d y�Fl SPEC I F 1 CAT 10)yS 1 _ N I _ STEEL ASTM A36 116" X 2" SLT'D ARDWARE ASTM A301 3" 3" _ a�2" _ \ HOT DIP GALVANIZE ALL STEEL AFTER FABRICATION HOLE w - 4• 4" I - - - HOT DIP GALVANIZE ALL HARDWARE » 1Yis"o ,3� I _ - - `� °.,, ALL WELDS PER AWS SPEC I F I CAT I ONS BY CERTIFIED WELDERS . -- 114ie 4 414'1" 44)" _ - _ . -��',-._ _2144". � _ 144a"o N .� - _ T _ _ _ Y,"I7? 114';6"i:Yis" Yi"fQ 144T 113'16 11446' Y, — _ _ _ T P IF CAT IO S \ I I. C14 �f�fi et I -�- . - __. _� r -- - - - _ - Y,' y �' C 71 +f L 1 3/4" TRK. D.F, 2-4-I UNDERLAYINT - -- CLIP CORNER �,"- y4" CLIP CORNER Y,"f2 1144s" 1145," Y,"R I - I ", .' � S' L.� IgEAIIr �-G NT SPE•1F 1 AT IONS 1 Yz' 146 1456 1142 e' N " • 1 X 1 4 e . 2 `r' I �- 144 (� I ALL DIMENSIONED CUTS AND HOLES IN TIMBER MATERIAL SHALL BE MADE PRIOR TO PRESSURE TR[ATMENT, TREAT ALL FIELD L)A"i't^ AND'BORES WITH COPPER NAPTHANATE I N ACCORUIU�CE WITH AWPA - N r I I ___-/ '• 1 V4 14'4" SPECIFICATION M4 -- Yi"fE�2_h" 2�'s" Y,"IF 3» _ - -�r °- 1 Y�1YW� a+.V T *- Y,"� - --- SECTION D -� 1/,"�- " tw TREAT GLULAM MATERIAL WITH PENTA. IN LIGHT SOLVENT TO A Y41 3" 3" SES-iIUN_C^ C - � ------ I I ALL MOLES 35s"0 ALL HOLES Yis o MINIMUM NET RETENTION OF 0.3 PCF PER AWPA SPECIFICATION C28. - 1144 14', 236" 236 13, 1v� :�, Wi�LDED STEEL_aURLIN HANGER - S4 WELDED STEEL PURLIN HANGER - S4R L WELDED STEEL BOLLARD CONN. - ':� ,-`- I - L)C IRFEC`'F'I'F'p': TREAT SAWN LUMBER WITH PENT ACNLOiZOPHENOL IN l T• SOLVENT TO A » " "1 " " 6 RFQb S4R 2 REQ'D (AS SHOWN) 2 READ -� - r �„ MINIMUM NET RETENTION OF 0.4 PCF . PER AWPA SPECIFICATION C2. 6 3 >� _ 1 Yz >i 1� 144 144 12 r' ''" ~.. �.., Al,I H LES ma"o S4L - 2 REO'D (DPP FIANU) TRE/�T PLYWOOD WITH CCA TO A MINIMUM NET RFT. OF 0,4 PCF. PER --- - I - - ' 2" ,� " +(IV[ft1 _.................. ........NMF' ECIF ICATION C2. WELDED STEEL PURLIN HANGER - S3 N "" N - __- -_- - - ___ - -__ - - - t -NOT I CE-- - -- - - 9'-OYi" � RB1 ,„ iib ,,,�: rs, ..t ' _ - 1 J I " 1V1s' `� I - THE LUMBER AND GLULAM ON THIS PROJECT ARE PRESSURE TREATED ` • I io 3' 3 I i YSs" X 2" SLT'D -- I �' I - I I �," .ONG SERVICE FLIFE,t{LOR01WORKMEN SHOULD I USE HOLE SENSE AiI N HANDLING Yi 0 X36 ROD HOLE -_ m — HEX NUT -- �_ - / THESE TREATED TIMBERS, AVOID DIRECT SKIN CUNiACT WITH H + " _ L _ •� -T I, �"=' - gob Add.TG,!*,J1 C S �-- ✓t _.__. p�ERVAT I VE BY WEARING GLOVES, LONG SLEEVE SHIRTS AND IN SOME - z ASES, A FACE MA.K. " o I - 44s01 SAME AS 3" 144 o ENT I ;3y �,&ez ._. .__._. _.. I >..u. ` - - t • --- / -- /-K— A ��PP END ROD - .._.--..__._.,w ...�...., �+MBER•• TREATED WITH PENTACHLOROPHENOL NAY EXHIBIT A BLOOMING N ---11/6" X 2 SLT'D _ __.__ )'ie` ., _- '� • I I � GAP ,, OF THE DRIED CRYSTALS ON THE WOOD SURFACES FOR SEVERALWEEKS HOLE � - --- e f - -- •� ALL 446 FILLET Wf_LD) AFTER INSTALLATION, THESE CRYSTALS CAN BE BRUSHED OR WASHED I' 1/2"o STD. TURNBUCKLE ■� �> ' _ � �e � / __ _____ � � � EMBE J•�p AN�'I-10R NUT �__AN1_ OFF THE SURFACES OF THE BRIDGE, SUCH AS RAILING OR OTHER a - .a WITH JAW/JAW ENDS U DISCONTSURFACESNUEUBAS('TTHEO WOODLICREACHESCT THE BLOOMING EQUIL IBRIUM WITH WILL e ROD BRACE ASSEMBLY - R81 ' • - • -" ATMOSPHERIC CONDITIONS. 1� REO'D CREEK 94404S01.DYY( - NI- _ � - I- - •� r _ -- -,�- _---------- PROJECT! F A N_N C) C,R E E_K BRIDGE '_r ■� - - = — — — 47.5 , �^ I T L«:ATION: . TIGARD, OREGON_ - - .� C . o - WESTERN M OOD - _ _ � - - " � �� - � 3Ye" Y,"fP 141 � 3146" � �- r,1 �'J, �� .- ._._ I 1/4"� 4" I .. — -- - - - - - - C110N B - B _ ___ - STRUCTURES ., INStOYz236" 23'6" 4" - — - ARCHITECT: OTAK, INC.—'�— (0 S2R AS SHOWi ) ...� 1Y1e"o rENGINEER: - - (® S2L GPP HAND) 1Yfe"o-� 2 0 cuN - -- _--- 6„ SECTION ION A—A �� _ _�` .� 0. BOX 130 TUALAI1N, OREGON 97062 coN1RAc.oR: GRAMOR DEVELOPMENT -- - " B� •o ► zs,� •� --- 503 692-0900 FAX 503/692-6434 DRAWN BY: GH ` DA1E 8-9_-�4 944043 _ 1 Yie o A 45s i1LL HOES 35e" X 112°.':LOTS EXC.- .ASNOTEU `� I ��l- ( U+,>L`1'`� - 7 CHECKED BY: — 1 ,.� All ,� A� CA ID MT g00 547-5411 ��-• .— DATE -�t'�� D S1EEL BEP,M SEAT - S1 R __ S " , 1/4" C MEM1, 1 FRIM: NV UT WA WY / DATE PRINTED: 4y' 8-9D94 s►+i of _ 2 WELDS _-_ WELDED STEED__+-BOOP E3EAM RANGE 2R/J. STEEL STRAP - S5 12800 SVV Ash Avenue ``' - 4 RFQ'U r) RFO'D REVISIONS - 4 (<Fl�'D � NU. DATE r 30 of 31 08/19/96 ill !Ill lIll Jill IjijJjljijl I Ijl1l`I1I1IjIINCH 'Ill MADE N CHINA as'�'--'as�!i AWIME.NINO I LS EARTHWORK CAST IN PLACE c;()NCRETE 1 . GENERAL 21-6" _8„ 7„ -! 11-2„ ,- 1 . GENERAL T A. REFERENCE STANDARDS _ THE DESIGN OF CONCRETE AbU:MENTS IS BASED ON AN THE SOILS REP04 - M PREPARED 8Y DAMES AND MOORE ENTITLED, "GEOTECHNICAL INVESTIGATION - CONFORM TO ACI 318 89 PLANNED PEDESTRIAN BRIDGE OVER FANNO CREEK - MAIN STREET VILLAGE AT B. BUILDING CODES FANNO CREEK PARK - TIGARD, OREGON. " DATED MAY 17 1994. AN ALLOWABLE CONFORM 10 UNIFORM BUILDING CODE, 19!II 1/:�� GER. 7/e'0 X 9Y2" A.B. +I BEARING CAPACITY OF 2000 PSF. HAS BEEN USED PER THE SOILS REPORT. d THE DESIGN ASSUMES THAT THE FOOTINGS ARE FOUNDED ON FIRM UNDI'TURBED 2. PRODUCTS TOP OF NATIVE SOIL OR PROPERLY COMPACTED STRUCTURAL FIL'_. A. CONCRETE INGREDIENTS _J- 1 , PORTLAND CEMENT CONFORMING TO ASTM C150-81 o c, PLYWOOD 2. COUR`.,L AGGREGATE CONFORMING TO ASTM C33, NO LARGER THAN 1-1/2 /CLEAN WELL D Uj PAINING - w 2. MATERIALS s BACKFILL TO BE CLEAN, WELL DRAINING GRAVELS ( I+1/2 MINUS) OR SANDS 3. WATER. CLEAN, POTAbI_E, FREE FROM ALL ELEMENTS AND IMPURITIES BACKFILL c� x p (DSOs GW, GP, SW, OR SP) WITH IE.SS THAN :� OF ;'ARTICLES PASSING THE DELETERIOUS TO CONCRETE. 4, MAXIMUM SLUMP: 6 I N. #5 ® 1 •�'U.C. HUR.-� u � X200 SIFVF 5. CALCIUM CHLORIDE IS NOT APPROVED FOR USE G. DENSIFYING AUMIXTURES, POZZOLITH 330-N AS MANUFACTURED BY MASTER 3. EXECUTION 3"� PIPE D AIN S ® -� ELEVATIONS, BUILDERS, PLASTIMENT AS MANUFACTURED BY SIKA, OR APPROVED EQUAL r�� r. I WHEN EXCAVATION H",S REACHED THE REQUIRED RED SUB-GRADE 4'-0" O.C. / GRAVEL. ��`d _1 NOTIFY THE A REPRESENTATIVE OF DAMES FND MOOT<L WI10 WILL MAKE AN MAY BE ADDED AT THE CONTRACTOR'S OPTION. �_ --- ---- - INSPECTION OF THE CONDITIONS, 7, BONDING AGENT. WELD-CT?FTE AS MANUFACTURED BY LARSEN PRODUCTS FILTER WRAPPED IN O l --- -- r CORP. , DARAWELD--C AS MANUF.,I;TJREf1 BY W.R. GRAff.. FILTER FABF IC. IF UNSATISFACTuRr SOILS ARE ENCOUNTERED AT THE REQUIRED SUB-GRADE. #5 0 18"() ELEVATION, CONTINUE EXCAVATON AS DINECiEU BY TILE REPRESENTATIVE OF E3. CONCRETE STRENGTH DAMES AND MOOFtL. REPLACE EX('FSS EXCAVAI ION WITH PROPERLY COMPACfF_U ALL CONCRETE SHALL OBTAIN A MINIMUM STRENGTH OF 3000 PSI . AT co #5 18 U.C. --- 1 0 X 9I/2 B. DAYS, MIX DESIGN IS THE RESPWd B I I_I TY OF THE CONCRETE CONTRACTOR, STRUCTURAL FILL. #5 C9 14"0.C. -- - #5 (d) 18"O. . VERT. �I - 2 11 BRACE AND SHORE SIDES OF EXCAVATIONS AS NECESSARY TO PREVENT 3. EXECUTION #5 14 U.(. . H OR. CAVE-INS. REPAIR SLIDES AND CAVE INS SHOULD A.NY OCCUR REMOVE CONFORM TO ACI 318-83 CHAPTER 5 FUR PREPARATION OF EQUIPMENT, PLACE TR E N C M FOOTING BRACES ANU SHORES BEFORE BACKFILLING. OF DEPOSIT, MIXING, CONVEYING, DEPOSITING, CURING, COLD WEATHER REQUIREMENTS, AND HUT WEATHER REQUIREMENTS. r� _ — - _ INTO SOIL o�� ��` KEEP EXCAVATIONS DRY AND FREE FROM FROST I10U1_D BEARING St1RFACES BE C o �_` SOFTENED BY WATER OR FRUST, RE-EXCAVATi_ TO SOLID BEARING AND FILL A. PLACING CONCRETE iv o WITH LEAN CONCRETE. CONVEY CONCRETE FROM '•'XER TO FINAL POSITION BY METHOD WHICH WILL 00PREVENT SEPARATION OR LOS': OF MATERIAL. PLACE FILL IN MAXIMUM 8" LIFTS, COMPACT EACH LIFT TO 957 OF THE MAXIMUM DRY DENSITY PER ASTM D-1557• DO NOT PLACE BACKFILL UNTIL_ THE MAXIMUM HEIGHT OF FREE FALL, 4 FEET . 3" CL-R. U RIP RAP CONCRETE HAS REACHED ITS DESIGN STRENGTH. (7 DAPS MINIMUM. ) REGULATE RATE OF PLACEMENT SO CONCRETE REMAINS PLASTIC AND FLOWS 4"0 PERF. PVC. PIPE #5 @ 18"O.C. BY OTI•iERS DRAIN. RUN BOTH 5 (0 14'�O,C, PROVIDE URA'NAGF PIPING AS DIRECTED PER THE DRAWINGS. INTO POSITION. DEPOSIT CONCRETE IN CONTINUOUS OPERATION UNTIL SECTION IS ENDS TO DAYLIGHT /—FOOTING TO BEAR ON FIRM UNDISTURBED NATIVE SOIL. 0 EAST ABUIMENT. CONCRETE FORMWORK COMPLETED. FOOTING 10 BEAR ON COMPACTED GRANULAR FILL ® WEST ABUTMENT. I . GENERAL PLACE CONCRETE IN HORIZONTAL LAYERS I$ IN. MAXIMUM THICKNESS. AR U TM E N T DESIGN (N.T.S.) PROVIDE FORMWORK IN ACCORDANCE WITH THE PROVISIONS OF THIS SLCTIOIJ FOR ALL CAST IN PLACE CONCRETE. DESIGN OF FORMWORK IS THE B UOSESMECHANICALOLIDATING CONBRATENG EQUIPMENT FOR CONSOLIDATION. RESPONSLBILIlY OF THS CONCRETE CONTRACTOR, COMPLY WITH ALL PERTINENT PROVISIONS OF THE ACI 518-83, CFHAPTER 6 AND ACI 347. VERTICALLY INSERT AND REMOVE HAND--FIELD VIBRATORS AT POINTS 18 IN, 2• MATERIALS TO 30 IN. APART. WOOD FORMS A. DIMENSIONAL LUMBER S45 AS REQUIRED. DO NOT USE VIBRATORS .0 TRANSPORT CON:RETE IN FORMS. B, PLYWOOD 3/4" BEs CLASS I OR II EXTERIOR APA PLYFORM. VIBRATE CONCRETE MINIMUM AMOUNT REQUIRED FOR CONSOLIDfriION. FORM TIES 4 EMBEDDED ANCHOR NUTS ANI PROVIDE FACTORY FABRICATED, ADJUSTAblC LENGTH, REMOVABLE, OR SNAP 61�'i" 6Y`1" TIES, DESIGNED TO PREVENT FORM DEFLECTION AND PREVENT SPALLING OF C. REPAIR OF EXPOSED SURFACES ETC.) I" DEEP - THE CONCF'ETE SURFACES UPON REMOVAL. CUT OUT DEFECTIVE AREAS (VOIDS, GRAVEL POCKETS, PERPENDICULAR TO SURFACE . WET CAVITIES AND ADJACENT AREAS. APPLY • Ef 7BONDiNGAGE' T Anl� APPLY MORTAR I i�t,�EDIAlEI.Y THERF.AFTEIt. 11SE A__ __ 3. EXECUTION LITTLE WATER AS POSSIBLE IN MORTAF . THOROUGHLY COMNACi MORTAR 8Y DESIGN DESIGN FORMWORK SO THAT IT WILL SAFELY SUPPORT VERTICAL AND LATERAL RAMMING INTO PLACE AND SCREED OFF SO AS TO LEAVE PATCH SLIGHTLY 0 0 0 0 LOADS THAT MIGHT BE APPLIED, UNTIL SUCH LOADS CAN BE SUPPORTED BY HIGHER THAN SURROUNDING SURFACE LEAVE UNDISTURBED FOR I TO 2 THE CONCRETE STRUCTURE. HOURS. FINISH TO MATCH ADJOINING SURFACES. CROYlN IN ABUTMENT TO MATCH- I, CONSTRUCTION CROWN IN WEAR SURFACE 10'-0MIN. ____ .- ____ _ ERECT , SUPPORT, BRACE, AND MAI NTA I N FORMWORK SO THAT CONCRETE 4• INSPECTION AND TEST I IJG - -- MEMBERS AND STRUCTURES ARE OF CORRECT SIZE SHAPE, ALIGNMENT, A• TESTS REQUIRED _ - --—-- 4-2'�ie 4'-2%6* - --- ELEVATION, AND POSITION• SUPPOR T FORM FACING MATERIALS BY 1 . SLUMP TEST IN ACCORDANCE WITH ASTM C I i 2 ANE, I - -- „ ,- . STRUCTURAL MEMBERS SPACED SUFFICIENTL LOSE TO PREVENT 2. CONCRETE TEST CYLINDERS AND COMPRESSIVE STRENGTH TESTS IN „ 1'-0 11-0. 1 -0 6 6 1 -0 1 0 _1^0 ACCORDANCE WITH ASTM C172., C3I , AND C39 31h PRUJ. -- - OBJECTIONABLE DEFLECTIONS, BEFORE PLACING CONCRETE, REMOVE ALL I 'v __ - DEBRIS AND FOREIGN MATERIAL- FROM INSIDE THE FORMS, NO WOOD WILL BE B. NUMBER OF TESTS REQUIRED 41 I . SLUMP TESTS - TEST EACH TRUCK LOAD OF CONCRETE DELIVERED TO TOP OF PLYWU. I I I I 1 1 I I PERMITTED TO REMAIN PERMANCNTLY INSIDE THE FORMS. (---� THE JOBS I TE. ��"o X 9Vz" A.B. -------- -- - 1 I REMOVAL OF FORMS 2. CONCRETE TEST CYLINDERS - CAST ON SET OF THREE: CYLINDERS FOR - AREMOVE FORMS WITHOUT DAMAGE TO CONCRETE SURFACES, FORMS SHALL EVERY 100 CUBIC YARDS (OR FRACTION THEREOF) OF CONCRETE POURED, 3 REMAIN IN PLACE FOR NOT LESS THAN 7 DAYS FOR EACH DAY THAT THE 4" 3" ® ® I TEMPERATURE AT THE SITE FALLS BELOW 50 DEG, F. , ADD AN ADDITIONAL OR ONE SET OF THREE CYLIWOERS FOR EACH INDIVIDUAL CONCRETE POUR M i SL1CH AS THE SEPARATE CONCRETE POURS IN THE SAME DAY u, THE i I DAY IN WHICH FORMS SHALL REMAIN IN PLACE. THE SEQUENCE AND TIMING ® O F FORM REMOVAL SHALL INSURE THE COMPLETE SAFETY OF THE CONCRETE SAME CONCRETE POUR BUT IN OSEPARATE LOCATIONS ON THE SITE. ) ALL --� - STRUCTURE, CYLINDERS SHALL BE TESTED. SUBMIT ONE COPY OF TEST RESULTS TO o -- I � I. � THE STRUC�RES,ANNC ONE COPY OF TEST RESULTS TO WESTERN WOOD 2 I. 1"0 X 9V2" A.B. CONCRETE REINFOR';ZMENT 5" 5" 5 5 ANCHOR BOLTS ---- __--- 1 • GENERAL A. REFERENCE STANDARDS 1 • MATERIALS CONFORM TO ACI 318-83 AND ASTM 614-82(SI ) B. BUILDING CODES ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 • HOT DIP GALVANIZE ALL ANCHOR BOLT LOCATIONS ANCHOR BOLTS. CONFOFM TO UNIFORM BUILDING CODE, 1991 2. PRODl1CT'� 2. EXECUTION ALL BARS TO BE GRADE 60 CONFORMING TO ASTM A-615. BARS SHALL BE OF SET AI_L ANCHOR BOLTS TRUE, PLUMB, AND SQUARE PER THE DRAWINGS. HOLD TO 4 116 IN, IOLF_RANCE IN PLACEMENT OF ANCHOR BOLTS• NEW BILLET STOCK, UNCOATED AND FREE FROLI RUST OR SCALE. / 3. EXECUTION PLACE REINFORCEMENT ACCURATELY PER THE DRAWINGS AND ACI RECOMMENDATIONS, 11E ALL INTERSECTIONS WITH 16 Gl , ANNEALED WIRE. LAP ALL STEEL SPLICES 12 IN. MINIMUM. MAINTAIN u(NCRETF COVER A,- SHOWN ON THE DRAWINGS. PLACE AND SECURE REINFORCIP,G STEEL PRIOR TO PLACING CONCRETE. SUPPORT REINFORCING STEEL WITH FLASTIC COATED OR STAINLESS STEEL CHAIRS OR WITH CONCRETE BLOCKS. 4. INSPECTION PROVIDE INSPECTION OF REINFORCING STEEL BEFORE PLACIN', OF CONCRETE BY THE BUILDING OFFICIAL AS REQUIRED IN UBC, CHAPTER 3 94404302.DWG --___ _-------- E--K_ B-- R_.I-_D-_— ( EPROX T, FANNO CR L�A" N, TIGARD, OREGONWESTERN jNT. 07AK, INC. 3TRVcVR no , E (ANEER P.O. BOX 130 OREGON 9.1062 CDNTRACTW GRA-MOR DEJELOPMENVD - ----- --------- — --- -- 503/692-6900 FAX 503/692-6434 94404 BRAWN BY: GH_- DATE B-9-94 p. ___...__�- - AMLIATE FROG,: A?_ CA ID MT 800/547-5411 * eY: __�'-`-- DATE g-. �o LOT DAZE ISHT. MEMBER NV UIT WA WY DATE PRINTED: --- a 1�4A-..__ _---9-94 2. . NO. DATE 12800 ;W Asti Avenue REVISIONS 31 of 31 — 08/19/96 IIIIIII �I�I �I�� Ill�i� ( l I I�I�I�I'I�III IiI�I�I�I�I�I�IdI�I�I�III�I;I I�I�I�III�I�I 1111411I1I11 11!41111111111111) I I�I�I�IJillIII- I IIIIIIIII(I�I I�III[IjillIll ' ru I I .