The URL can be used to link to this page

12035 SW PACIFIC HIGHWAY i I f I' i I G�G t A:, r,�C' rO 0 L TK � i 1,+tlA'-,P ?-,E OIL TAt,, K A 16 Nor , y , ({ 1•,'� `�� _.;,,�.wpL"�� ` + r � ow0000�� APPROVED FOR CONSTRUCTION � 4 CITY OF TIGARD _ SITE ADDRESS --- - .DATE ? r t7 L) P 12 VV ' ► N ' IN T A r_ i wmmw 11111 IN IF THIS DOCUMENT IS LESS 1 � I I I I I I ' II III 111 Ili 111 ' 11 I I , ( I I 1 1 1 I I ( I i 1 1 1 1 III I I III ?` LEGIBLE THAN THIS NO'T'ATION , 1 Z 3 1Ir I I I I 1 IOCTOBERIT IS UUE -- - 6i 26 199%3 TO THE QUA L I Z Y O r __ _.._._________ ____ $� _ _._ 9 _ 10 _ _11 12, __— - — a6 THE ORIGINAL DOCUMENT . --_ -- No. E 6Z £� Z LZ } �IIIIIIII�iIiIIIIlllll�llllllil !111 111 II II Ilillilll IIII Iill IIII IIII��II'I Till IIII IIII Ilii IIII II6I! TIIlI�II8I,I II IlI i I I1II��ITI,IIIII�I�,IITIiI II!_I .�-''I T-I.I-►Ii ll�llTl�il(llllllIrllIlI lliZllTi�illil�T► TIill�ll�l��lTlll�I lll�►S-I_._ 8I��--II-I��► �� 19 �� II��I9tZ EZ I I - II I I 1� IIII IIIJ111 1 ll.1.1.1111�IJll� { TT J 12035 SW PACIFIC HIl-,HWAY 1 � N O Ln y ro n H H n x H �C r"• �s ts' � i ..:.I 'rI�ICA OCCUPANCY CES Y CITY OF TIGARD OREGON p,ti f IN r { �r Own e. __ I am r: 9ore, Inc . _ Permit.No. 6079_.,__ to �' Address:_10300 SW Greenbury Rd. #275_.Ti_gard ._ Building Address: 12035 SW Pac i f i e H i q hway____ _____ Occupancy: 82 Land Use Zane:--=_G______- Bldg. Type_... 5N _` i ` C0mmente: Tenant : Tigard Auto Stop_Mlnit- Tune _ Certitleate is hereby given this 24 Nay of AuU.s..t__. , 19_'L that said building may be occupied and that it complies with all ~ � requirements of the Building Code for the City of'Ti ard, as upprovcd req g g { r by the Tigard City Council. , � , - - - _ Fire Dept. uilding In !( :� Building Official � Xt"- � >> Post Certificate in Conspicuous Place s� L a� ��M GRAMOR DEVELOPMENT, INC. One Lincoln Center, #275 COMPANIES 10300 S.W. Greenburg Road Portland, OR 97223 (501) 245-1976 July 24, 1987 Mr. Brad Roast City of Tigard P.O. Box 23397 Tigard, OR 97223 RE: Tigard Auto Stop, lube pit stair revision. Dear Brad: Please find enclosed our architect's sketch for the above revision and a letter of approval from the structural engineer. We should complete the revision by August 1, 1987. Please call me if you have any questions. Sincerely, GR OR DEV :LOPMENT, INC. Barry A. Cain BAC:hc Enclosure Member of International CouncJ SEATTLE • PORYLAND • DALLAS • PHOENIX of Shopping Centers RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 160512TH AVENUE • SUITE 18 SEATTLE,WASHINGTON 98122 206.324.6160 .July 17 , 1987 Mike Meadows C. D.A. , Inc . 4230 198th Street S .W. Lynnwood , WA 98036 Re: Tigard Auto Shop Dear Mike; As requested I have recieved the affect of enlarging the present stair through the concrete slab over the lube pit . The proposed alteration Would involve cutting out a 1 ' -0" x 3 ' -0" section of the 8" concrete slab to create a stair opening 3 ' -0" )', 8 ' -6". This work may be performed without impairing the structural integrity of the floor slab. Please contact me should there be any questions about this matter. Very truly yours , Rick Hudson, P. E. P M, �f`fJ' 9556 cc OREGON IPicy4h0 FIU�SG� MWAVIIINUM—KAW—Mmw 11W low DkINC. June 23, 1987 Mr Barry Cain GRAMOR DEVELOPMENT, INC. 10300 SW Greenburg Rd. #275 Portland, OR 97223 SUBJECT: PIT MODIFICATIONS FOR TIGARD AUTO STOP Dear Barry: Please find enclosed a drawing outlining changes to the pit per your request. The modification to the pit opening only entails removing a 12 inch wide section of the openinq with no additional modifications to the reinforcing steel. However,you may find it necessary to add new angle Iron corners to the opening if they were Installed in the original pit. Also, it appears that some modification to the existing railing system will need to be incorporated due to the enlarged size of the opening. I have included design parameters for the new stair and rail. I arra assuming that it will be replaced witn something similar to what was existing. Due to the fact that we were not involved in the design o'the Tigard Auto Stop, some of the details of this particular design are not known to me and therefore the attached drawing is fairly generic. However, design parameters that are necessary to meet the UBC have been indicated on the drawing. I may suggest that the contractor submit this to the local jurisdiction for their approval prior to starting work If there is anything else I can do in this matter,please d Dn't hesitate to call. Sincerely, CON1M'Er?CIAL DESIGN ASSOCIATES, INC. Michael Meadow-; Project Architect MM/cbm-41 'aR ■e MW �A W31ATES ERCIALP"CTCDK IQAn (Trj f T wNNWt70:, WA,HINGT YP GE+^_C CHFCK — 771J, T 23" JOr NO. i • tt 1 �, ,' � Ufl � fljlD RU � fl � � I �. � fl � 0 i � (, IIU (l DISIfl. ICI P 0 BOX 127 • TUALATIN. OREGON 97062 • PHOmE 682.2601 60 MINUTE. TUNE June 3, 1987 11035 S W. Pacific Hwy. Tigard, Oregon 97223 15990-- 7 2538 -334--003 I n s p. Type I N►_ Lear Brad Roast, ReSTAIRWAY CODE VIOLATIONS. . these must be corrected within thirty (30) days or we will begin appropriate legal _action. For private stairways the rise of every step shall not exceed B !riches and the run shall be not less than 9 inches. UBC 3306( c ) The largest variation in treed width or riser height within any flight of stairs shall not exceed the smallest by more than 3/13 irlch UBC 3306( c ) Provide heitidraum clearance of riot less than 6 feet 6 inches in every required stairway. UBC 3306(p ) My phone rnumber iw 6B2--2601 . :ii-nc erely, ' r Ro"14 T c b i a s Fire P-z-,•entlon Bureau C25 TIFARD ON f SeMc�eFebruary 20, ,987 946 _/ Mr. Barry Cain Gramore, Inc. One Lincoln Center #470 Portland, OR 97223 RF.: Tigard Auto Shop (60 Minute Tune) Dear Mr. Cain: On .January 30, 1987 a re-inspection for final approval was conducted ar the above referenced address (and tenant space). Q One item is left to be corrected, which Involve:, the stairway from the lube pit. The stairway does not have the required headroom or proper rise on stair I� treads. As of this date no action has been taken to rectify this problem. If no action has been taken within five (.5) days of receipt of this letter, legal action will be taken against you. Sincerely, lncere>, Arad Roast- Building oastBuilding Official BR:cn/0719W 13125 SW Hall Blvd.,130 Box 23397,Tigard,Oregon 97223 (503)639-4171 - — 1'I{:111.EHk & FA fill INC. 3730 N Suttle Fid. . Portland, Oregon 97217 (503) 286-653' February 2, 1987 Tualatin Fire District P.O. Box 127 � „� � Tualatin, Or. 97062 �'97 t Subject: Tigard Auto Center �c► F E , �J 60 Minute Lube/l)jner,cp Lube Pit Atten: Mr. Joe Martin d3{��-,UK awwti Dear Sir, We were the fabricators of the access ladder to the lube pit on the subject job. The reason for the 9" riser spacing was to shorten the .ladder down to all(-Yw access out of the pit without hitting the head on the concrete o1rerhead. With 8" risers, the ladder would extend under the overhead which would allcw a head knocker in case of a hurried exit. Sincerely, J.F. i. on, Engineer WFJ/kz J' �� ,.�.A,•F y � 5 i' _u „^��v.L'� �'�W d ��-•.•°.�'�'.-..x'. _ _ fir" AfE OF OCCU'� r CSR CY CITY OF TIGARD OREGON Owner: Gramore, Inc. —_. __ — . ._____-_- Permit t Address g Address: --- q Building f e t,;---X35--�W-mac-� ------ — -- � Occupancy:-B2_-- Land Use 7,one:—GG Bldg. Type 5N _ tenant: Auto Glasa Comments: — -----____—_ ! Certificate is hereby given this_. 30th day of Jpnua y lg 87 that said building may be occupied and that it c)mplies with all requirements of the Building Code for the City of Ti f-aru, as approved by the Tigard City Council. ! Fire Dept. uilding InA I Building Official - Post Certificate in Conspicuous Place e y t ,1-0 u.A COREGON F TINA RD .January 21, 1987 �\ 25 Vears of Se!C'o \ 1961 1986 Mr. Barry Cain Gramor.e, Inc. One Lincoln Center #470 10300 SW Greenburg Rd. Portland, OR 97223 Dear Mr. Cain: On .January 16, 1987 a final inspection was conducted on the "Tigard Aut > Stop" project, located at 12035 & 47 SW Pacific Highway. The following corrections wrre noted: Auto Glass: No safety Klass marking on s'iding windows adjacent to office door. 60 Minute Tune: 1. No safety Klass marking on window adjpcent to office door. 2. Rise on stairs from lube pit exceeds 8" maximum allowable. 3. Smoke detection system must be tested (witnessed by Building and Fire Department). Car Wash: The suspended water heaters require seismic bracing. Since these buildings have been occupied, the corrections must he completed immediately. Sincerely, i Brad Roast Building Official BR :cn/0480W 13125 SW Hall Blvd.,P.U.Box 23397,Tigard,Oregon 97223 (503)639-4171 - •#' 7.•`kp -,I AW CATt OF OCCUpANC TIMI Y CITY OF TIGARD � .�y# " ` � OREGON y, (honer: _ Gramore, Inc. -_ Permit No. 6079 Address:-- ---- a< � 12035 SW Pacific Highway ` Building Addre — A B2 CG 5N l'^w Oeeupaucy:__ -- Land Use Zone: Bldg. Type_ i Comments: t-e� u -Ftier Shep -- Certificate is hereby given this 22nd day of December 19__86 that said banding may be occupied and that it complies with all y' requirements of the Building Code for the City of Tigard, as approved b the'Tigard City Council. y < Fire Dept. Building Inspector Iiuildina Official Post Certificate in Conspicuous Place L_ -r --- - - - - INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested_ 2-11 Time A.M. P.M. Address Permit # ��1 ! r � Owner _ �'��1� Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to r, ❑ Approved Inspector Disapproved Date "A'. FOR P.EIN ECTION Cl YElt NO MEN INSPECTION NOTICE City or Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection r 1 /y^(.—__ — My�FL�2 ��r1 Date Requested_ l_/�-" ��" e-� _ Time A 10 A.M. _ P.M. Address�-_r"n�_-- -�Z--- Permit #-- --- Owner _. --- ------- ---— Lot # ------ --- Builder The following Building Code deficiencies are required to be corrected: P.P.ornrc-P d-Sr T/ZGAL7_ -t Entk��_—_-- Mc.�S t f2�TV/?y T.-;, Fkno*6T'--- -- Presented to _ �r ❑ Approved Inspector ___-- �] Disapproved Date CALL FOR REINSPECTION YES ❑ NO INSPECTION NOTICE Ci of Tigard Building Department t r/ P.O Box Tigard, Oregonon 97 97223 c/ Phone: 639-4175 Type of Inspection Date Requested._ _ Ti A.M. P.M. Address s� _ Permit Owner _ Lot _—_ Builder ---- �Z— -- ---� — The following Building Code deficiencies are required to he corrected: ez L� c -- -------- — Presented to _ Approved Inspector D Disapproved Date - �— CALL FOR REINSMCTION ❑ YES ❑ NO CITY SOF TIGARDReceipt # , ECHANICAL PERMI� !' Permit# l� Description Table 3A Mechanical Code OTY PRICE AMT City of Tigard --- - — 13125 S.W. Hall Blvd. 1) Permit Fee -0- -0- 10.00 P.O. Box 23397 —��----- Tigard, OR 97223 2) Supplemental Permit 3.00 639-4175 Furnace to 100,000 BTU /- 1) incl.ducts&vents — 6.00 `"- 2) Furnace 100,000 BTU i incl,_ducts&vents 7.50 X'17&-ow 41:zz Name,df Development3) Floor Furnace 61 incl.vent 6.00 Job Address Suspended heater wall heater Address 4) Suspended floor mounted_haater 3.00 Tax Lot Map No 5) Vent not incl.in permit 3.00liance p - Lot Block Subdivision app _ Name(or name of business) 6) Repair of heating,refr ig., — cooling, absorption unit 6.00 Owner Mailing AddreW, phone 7) Boiler or comp to3HP — �� absorp.unit to 100,000 BTU 6.00 City state Zip 8) Boiler or comp to 3 HP-15 HP 11.00 absorp.unit to 500,000 BTU Name Boiler or pomp 15-30 HP t� y) absorp.unit 112-1 million 15.00 M ling Addressp 1�) Boiler or comp to 30-50 HP 1�' s/ -� absorp.unit 1 -1.-75 million 22.50 Contractor cn Siete _ - y' zip 11) Boiler or comp to 50 HP absorp.unit 1,750,000 BTU 31.50 State Registration No. City Bus.Tex No. 12) Air handling unit to 10,000 CFM 4.50 I hereby acknowledge that I have reed this application thb- the information given is 13) Air handling unit _ 10,000 CFM i 7.50 correct,that I am the owner or authorized agent of the r-wrier,that plans submitted are in — -- _ compliance with State laws,that I am registered with the State Builders Hoard,that the 14 Non portable number given is correct (11 exempt from State registration please give reason be;ow) ) evaporate cooler 450 Vent fan connected ----- - to a single duct 3.00 16) Ventilation system not — 4.50 - -_._ included in appliance permit 1 7) Hood served by mechanical exhaust 4.50 Signatute(owner or agent) Date Domestic type Describe work [l addition Elalte-ation f repgir ❑ 18) incinerator 7.50 to be done residential F] non-residential Cl _ Commercial or Industrial _ type incinerator Existing use of — — � ) YP i 30.00_ _ building or properly 20 Other ryOther i.e.,woodstove,water Proposed use of heater,solar,clothes dryers,etc. 4.50 _ building or property - — 21) Gas piping one to four outlets 2.00 Type of fuel-- oil I natural gas i 1 LPG ❑ electric [I — --- 22) More than 4-per outlet NOTICE -- — THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON SUB-TOTAL ?' STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 4%SURCHARGE DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER ---- __ WORK IS COMMENCED. TOTAL Special Conditions ----- ---- — ----- Date issued -- � by-- .._— ® IUfl � fl11D HUI HU PURI MINN P 0 BOX 127 • TUAI ATIN, OREGON 97062 • PHONE 682.2601 1 . TIGARD MUFFLER November 5, 1986 12035 SW PACIFIC HO TI CITY OF TIGARD 19989- 1 253B -334--002 Insp. Ty p e RAF Dear Brad Roast, This is a Fire and Life Safety Plan Review and is based On the 1985 editions of the Fi, a and Life Safety Code (UBC ) , Mechanical Fire and Life aafet" Code (UMC ) , Uniform Fire Cade (UFC ), and other local ordiiances and re;ulations. All electrical equipment within 1.8" of the floor shall be not less than Class I Division II, unless four air changes per hour are provided. Not less than one ( 1 ) approved fire extinguisher with rating of not less than 2-A: 10--B: C shall be provided for each 3, 000 square fleet of floor area or fraction thereof. 'rhe travel distance to an extinguisher from any portion of the Building shall not exceed 75 feet. UFC Standard 10-1 Submitted plans are approved for construction iliub ,)ect to the above noted items being addres%od. Appra . 31 of submitted plans is not an araproval )f omissions or oversights by this office or of non-•comilianri -sith any applicable regulations of local government. if you desire a conference regarding this plan review or if you have questions, please feel free to contact me at (503) 682-2601 Sincerely, Bob Hunt Fire Prevention Bureau MF260 OCCUPANCY FILE LIST NOV 6, 1986 13: 36: 48 TUALATIN RURAL FIRE DIS" CT Page 2 KEY SCREEN 1. Name TIGARD MUFFLER 2. Zone-Occ #: 253B -334-002 5. Special Sortl: 3. Address 12035 SW PACIFIC HW TI 6. Special Sort2: 4. Category 7. Special Sort3: BASIC SCREEN I. Occ Phone 16. Census Tract: 309 2. Manager 17. Code Edition: 1082 3. Phone 18. Bldg Value $ 169, 400 4. Mail - Apt#: 19. Content Val $0 5. Address 20. Other Value $0 6. Cty, St, Zp: 21. ISO Class 3 7. Bldg Owner 22. UDC Occl/ft 20 B-1/ 2000 8, Phone 23. Fire Alrm Sy: NONE 9. Suite-Apt: 2.4. Alarm Syst #: NONE 10. Address 25. Prop in Use N 11. Cty, St, Z.p: 26. Date Built 8 -04/08/86 12. Emrg Contct: 27. Date Remodel : 13. Emerg Phone: 28. Ground Area 6, 776 14. Ins Type/Mo: INF / 12 15. 901 Occ Use: 571 Public service station FIRE PROTECTION SCREEN 1. Alarm Shutaff Location NONE 2. Power Shutoff Location 3. Water Shutoff Location O-NE NEAR DRIVE 4. Natural Gas Shutoff Location: 5. FDC Location NONE E. Sprinkler Control Location NONE 7. Stand Pipe Location NONE H. Attic Access Location NONE 9. Special Hazard Type Code 10. Special Hazard 'type ; 11. Special Hazard Location 12. Water Source Location N. W. CORNER OF GREENBE.RG & PACIFIC HWY. 13. Stairway/Vert Shaft; Prot Y/N: N CONSTRUCTION SCREEN 1 . Const Type 50 V--N 16. N Prop Line 55 /30 CENTE.RL.INE OF STREET 2 17 Wall Prot 00 NO WALL_ PROTECTION 3. Basmt Area 0 18. S Prop Line 87 /30 CENTERLINE OF STREET 4 Total Area 6, 776 19 Wall Prot 00 NO WALL PROTECTION 5. # Stories q 1 20. E Prop Line 30 /30 CENTERLINE OF STREET b. HPight--ft; 18 21. Wall Prot 00 NO WALL_ PROTECTION 7. Inter Colmn: 00 NONE 22. W Prop Line 20 /20 ASSUMED PROPERTY LINE 8. Roof Const 11 WD TRUSS 23. Wall Prot 00 NO WALL PROTECTION 9. Roof Cover 10 FR 31_T UP 24. Area Wal : 10. Roof Area 7, 200 25. Area Wal : 11. UDC Occ2/ft: / 26. Area WaI : 12. UPC Oct3/f;;: / 27. Plan Lou : 25. 1 13 UDC Occ4/ft: 0 2.8. Mist 14. Auto SP Use. 70 NOT REQ 'D 15 Auto FA Use: sr � aer AP U TUfl � flM RUEMU fltfl � � i � � fl � OI� C1100 PO BOX 117 • TUALATIN, OREGON 97061 • PHONE 682-1601 60 MINUTE TUNE 12035 SW PACIFIC HW TI No .,embler 5, 1986 CITY OF TIGARD 2528 -334-003 19990- 1 Insp. Type RAF Dear Brad Roast, This is a Fire and Life Safety Plan Review ai,d is based on the 1985 editions uF the Fire ar,d Life Safety Code (TIBC ), Mechanical Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ), and other local ordinances and regulations. Any electrical equipmenj, within 18" above the floor shall be not less than Class I Div+ � _� , II, unless four air changes Per hour are p ,•ovided. Any electrical within the pit or the area 18" above the pit extending 3 feet horizontally from the pit shall be not less than Class I Division 1, unless 6 air charges per hour are provided If the required air changes are provided, than the equipment and wiring may be Class I Division II. Submitted plans are approved for construction subject to the above noted items being addressed. Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulatio^s of l.ccai government If you desire a conference regarding this plan review or if You have gUestions, please feel free to contact me at (303) 682--2601 . Sincerely, J Bob Hunt Fire Prevention Bureau W W MF260 OCCUPANCY FILE LIST NOV 6, 1986 13: 36: 48 TUALATIN RURAL. FIRE DIST ;T Page 3 KEY SCREEN 1. Name 60 MINUTE TUNE 2. Zone-Occ #: 253B -334-003 5. Special Sortl: 3. Address 12035 SW PACIFIC HW TI 6. Special Sort2: 4. Category 7. Special Sort3: BASIC SCREEN 1. Occ Phone 16. Census Tract: 309 2. Manager 17. Code Edition: 1082 3. Phone 18. Bldg Value $ 169, 400 4. Mail - Apt#: 19. Content Val $0 5. Address 20. Other Value $0 6. Cty, St, Zp : 21. ISO Class 3 7. Bldg Owner 22. UBC Occl/ft 20 B-1/ 2526 8. Phone 23. Fire Alrm Sy: NONE 9. Suite-Apt: 2.4. Alarm Syst #: NONE 10. Address 25. Prop in Use N ll. Cty, St, Zp: 26. Date Built 8 -04/00/86 12. Emrg C-,ntct: 27. Date Remodel : 13 Emery Phone• 28. Ground Area 6, 776 14. Ins Type/Mo: INF / 12 15. 901 Occ Use: 571 Public serv).ce station FIRE PROTECTION SCREEN 1. Alarm Shutoff Location NONE 2. Power Shutoff Location 3 Water Shutoff Location 0-NE NEAR DRIVE 4. Natural Gas Shutoff Location: 5. FDC Location NONE 6. Sprinkler Control Location NONE 7. Stand Pipe Location NONE 8. Attic Access Lecation NONE 9 Special Hazard Type Code 10 Special Hazard Type 11. Special Hazard Location 12. Water Source Location N. W. CORNr!; Or GREENBERG & PACIFIC HWY. 13 Stairway/Vert Shaft; Prot Y/N: N CONSTRUCTION SCREEN '. Cons4 Type : 50 V-N 16, N Prop Line 55 /30 CENTERLINE OF STREET 2. 17. Wall Prot 00 NO WALL PR01 ECT I ON 3. Basmt Area 0 18. S Prop Line 87 /30 CENTERLINE OF STREET 4. Total Area 6, 776 19. Wall Prot 00 NO WALL PROTECTION 5. # Stories 1 20 E Prop Line 30 /30 CENTERLINE OF STREFT 6. Height-ft 18 21. Wall Prot 00 NO WALL PROTECTION 7. Inter Colmn: 00 NONE 22. W Prop Line 21) /20 ASSUMED PROPF=.RTY LINE S. Roof Const 11 WD TRUSS 23. Wall Prot OC NO WALI._ PROTECTION 9. Roof Cover 10 FR BLT' UP 24. Area Wal : 10. Roof Area 7, 200 25. Area Wal : 11 . UBC Occ2/ft: / 26. Area Wal : 12. TIBC Occ3/ft / 27. Plan Loc : 25. 1 13. UBC Occ4/ft: / 28. Misc 14. Auto SP Use: 70 NOT REG'D 15. Autn FA Use: -nr nnx slr awl wel we wA �, ,' � Ufl � DIID RURfl HUME MIRM P 0 BOX 127 • TUALATIN, OREGON 97062 • PrIONE 682-2601 SPEEDY AUTO GLASS November 5, 1986 12035 SW PACIFIC HW TI CITY OF TIGARD 19986— 1 2538 —334-001 Insp. Type RAF Dear Brad Roast, This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC ) Mechanical. Fire and Life Safety Code (UMC ) , Uniform Fire Code (UFC ), and oti,rr local ordinances and regulations All electrical equipment within 18" of the floor -hall be not less than Class I Division II, unless four air changes per hour are provided. Not less than one ( 1 ) approved fire extinguisher with rating of riot less than 2—A 10—B: C shall be provided for each 3, 000 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC litandard 10-1 Submitted plans are approved for construction �,ubject to the above noted items being addressed. Approval of submitted plans is not an approval of omissions 07, oversights by this office or of non—compliance with any applicable regulations of local government. If you desire a conference regarding this plan review or if you have questions, please feel free to contact me at ( 503) 682-2601 . Sincerely, Bob Hunt Fire Prevention Bureau ''qW qW W W-1t N UA 60 TLA TIN RURAL E= IRE DI' ?ICT OCCUPANCY FILE. LIST NOV 6, 1986 13: 36: 48 •�U�>LA Page i KEY SCREEN 1. Name SPEEDY AUTO GLASS 2. Zone-Occ #: 253B -334-001 3. Address : 12035 SW PACIFIC 5. Special Sortl: HW TI 6. Special Sort2: 4. Category 7. Special Sort3: BASIC SCREEN 1. Occ Phone 16. Census Tract: 309 Manager 17. Code Edition: 1082 3. Phone 18. Bldg Value 169, 400 :. Mail - Apt#: 19. Content Val 5. Address $0 20. Other Value : $0 b. Cty, St, 7_p : 21. ISU Class 3 7. Bldg Owner 22. UDC Occl/ft: 20 B-1/ 2250 8 Phone 23. Fire Alrm Sy: NONE 9. Suite-Apt: 24. Alarm Syst #: NONE: 10. Address 25. Prop in Use N 11. St, Zp: 1�:. Emrg Contct: 26. Date Built l3 -04/08/136 rg 27. Date Remodel : 13 Emerg Phone: 14 Ins Type/Mo: INF / 12 28. Ground Area 6, 776 15. 901 Occ Use: 571 Public service station FIRE PROTECTION SCREEN 1. Alarm Shutoff Location NOW Power Shutoff Location 3. Water Shutoff Location O-NE NEAR DRIVE: 4. Natural Gas Shutoff Location: 5. FDC Location NONE 6. Sprinkler Control Location NONE 7. Stand Pipe Location NONE 8. Attic Access Location NOINE 9. Sperial Hazard Type Code 10. Special Hazard Type 11. Special Hazard Location 12. Water SouT•r_e Location N. W. CORNER OF GREENBERG & PACII=IC HWY. 13, Stairway/Vert Shaft; Prot Y/N: N CONSTRUCTION SCRE=EN 1 Const 'Type 50 V-N 16, N Prop Line 55 /30 CENTERI_IIVE OF STREET 17. Wall Prot 00 NO WALL PROTFCT I ON 3. Basmt Area 0 18. S Prop Line 87 /30 CENTERLINE OF STREET 4. Total Area 6, 776 19. Wall Prot 00 NO WALL PROTECTION 5. # Stories 1 20. E Prop Line 30 /30 CE=NTERLINE OF STREET 6. Height-ft 18 21. Wall Prot 00 NO WALL. PROTE_CTInN 7. Inter Calmn: 00 NONE 22. W Prop Line : 20 /20 ASSUMED i'ROPE.RTY LINE 8. Hoof Const 11 WD TRUSS 23. Wall Prot; : 00 NO MALL. PROTECTION 9. Roof Cover 10 FR BLT UP 24. Area Wal 10. Rvof Area 7, 200 25. Area Wal . 11 UBC Occ2/ft: / 26. Area Wal : 12UBC 0cc3/ft: / 2?. Plan Loc : 22. 1 IJ UBC Occ4/ft: / 28. Misc 14. Auto SP Use: 70 NOT REQ'D 15. Auto FA Use: INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 /f r...rfit/ryP `fig Type of Inspection Date Requested �J 27---j7 Time. –f A.M. P.M. Address p�� Permit # Owner_ �'' Builder Lot # The following Building Code deficiencies are required to be corrected: i r Presented to -- - -- -— Inspector ----_ � — j Approved Date / „y _, _ - --- �-I Disapproved f. CALL FOR REINSPECTION C� YES Jn NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 rigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested Time _. A.M. P.M. Address �� .� u / � -�-= Permit OwnerL y�t f t.!_• Lot # Builder The following Building Code deficiencies are required to be corrected: i fzi I 1 Presented to �- --- Approved Inspector Disapproved Date _ CALL FOR REINSPECTION ❑ YES [,_ NO # FW # # # # Carlson FesConrtrvcdon Jnspoctlon Qt Related Tests t ing, Inc. P.O.Box 23814 flgerd,Oregon 97223 Phone(503)W-3480 October 16, 1986 #CP-2814 FIELD INSPECTION REPORT DATES COVERED: October 16, 1986 PROJECT: Tigard Auto Shop ADDRESS: fury. 99VJ & Greanburg Road, Tigard INSPECTOR: C.M. yuckert 10-16-86: As requested by contractor., moisture content testing was conducted on roof sheathing at the above referenced project. The west half of the roof averaged 1.2.4% moisture and the east half averaged 12.1% moisture. Respectfully submitted, CARLSON '!'ESTI G, INC. r Douglas W. Leach President CMY:llo cc: City of. Tigard Bent.i.ng Const. Co. Gramore, Inc. INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 P7839-4175 Type of Inspection Date Requested— Time A.M. Address _ Permit # Owner_ _ Lot #_ Builder , The following Building Code deficiencies are required to be corrected: r' 1 I' n 1 t-j Cr. n r-V� Presented to - _ __ _ Approved Inspector Disapproved Date CALL FOR REINSPECTION ,el VES 0 NO C,. October 9, 1986 Mr. Brad Roast City of Tigard O i� -�' o j�rzo�c►�w= 13125 S.W. Hall _�� , -YK Tigard, OR 97223 1ri2 v s 'S ra ra .v is t_c..S -r o RE: Tigard Auto Shop Dear Brad, Last week at a job inspection the Owner and Z discussed the ceiling above the Tigard Muffler Shop mezzanine. The developer is requesting additional head room above that area, so what I am proposing is allow the trusses over that mezzanine area to be exposed and side walls by the mezzanine from the bottom of the truss up to the roof sheathing provided so that people can stand up between the trusses. At this time we would have about five feet of clebr. height. The trusses would be basicaly exposed and insulation over the storage area, attached to the top cord of the rouf trusses. That insulation of course would be flame spread 25 as required by code. Side walls from the bottom to the top chord will be sheathed. If you see anything wrong with this request, I would appreciate a call. The sheetrockers probably will not be starting until early next week so feel free to give me a call. Thanks very much Brad. Sincerely, Mike Parich. MP:rl /llb Hanson Dunshuph Nicholson AIA pc •Architecture Urban/Environmental Design . Members American Institute of Architects Principals. Russell K Hanson . David W Dunahugh . Larry D Nicholson • Michael G Parich • HDN Architects AIA pe 114111 with offices at 215 Northwest Park Avenue Portland,Oregon 97200.Telephone:(509)224.0110 .t r.. 1 f)I 'GAkl) MECItANI.CAI. I'I:RMIT y cat rd — y `1 U� I JL25 ,N Hall Blvd . orNqTV ranee A14T 1,.0. Box 23397 T"bMµ*01hm °a' Tigard OR 97223 1) Permit Fee 4 4 10.00 639-4175 2) Supplemental Permit 3.00 1) Furnace to 1000000 BTU Incl, ducts& vents 6.00 2) Furnace 100.000 BTU Nam*eu l Developm Incl. ducts&vents - 7.50 F r <� ✓c{ ! ' 3) Floor Furnace Addrs" Incl, vent__ 6•00 Job L�, 4) Suspended heater, wall heater Address Tax Lot ° or ileo mounted heater 6.00 _i, t Lot Block Subdivision 5) Vent.n,-)t incl. in Name ( or name of business) appliltncc permit _ 3.00 _ �; 6) Repair of heating, refrig.. 1Aalling Address Owner cooling, absorption unit 6.00 _ .� --- caytStata np 7) Boiler or comp to 3HP _ ab.sorp. unit to 100,000 BTU - 6.00. . " ,, N 8) Boiler or comp to 3HP-15HP � 11.00 7f' �� Li (' [�SSO _ absorp. unit to 500,000 BTU _ 9 Boiler or comp 15-301 AAallln4 Address �� ) ( r rr %,( �� y absorp.unit Yz I million 15.00 v .�� _ r� (. Contractor pyo,,* np ln)..Boller or comp 305014P Absor' .unit 1--1. 5 mililon 27-50 State Regist(atlon No- city Bus.Ta. No. 11) Boller or comp 50 HP -� W,91& ��- absor .unit 1,750,000 BTU 31.50 I h*rwy ac*wM*dge owl I have read this amllcallon that the Intormatlon 12) Air handling unit to a►v«e Ie M. . that I am the owner or Wlhorized agent of the owner. that 10,0M CFM T 4.53 u+ pua aut>rnitled " In owVlisma with Stale laws, that I om registered with --- Ihe State Bulliere' Board, that the number given is correct. (If exempt 13) Air handling unit f".nState registration please give reason below)- 10,000 CFM ±_-` ,V- -7.50 _ _ — 14) Non portable evaporate cooler 4.50 15) Vent tan connected to a single duct - � 1.00 16) Ventilation system not ". "' •,•• "•• Dat 1411 id in spp loom permit a 4.5 Signature (owner or agent) 17) Hood 'served by "-�r•--- Describe work ' `i ''Q additlonL] alteration❑ re air(] mechanical exhaust 4•50 to be done reildentlat(3 non-residential 18) Domestic type Existing tlse of Incinerator 7.50 building or properly - 19) Commercial or industrial Proposed use of ty inclnersta►_ - 3Q•00 building or property 20) .q tMf Le..tl�oodalave,waletr r trio doom 4.50 Typd of (uf'i-= oilb natural gasf( I-P(0 eleolric❑ �t��......1....-- 21) Lias pipinr,one to tayr 601Nb 2.00 ikrx GTIC F WORK OR ZW ,MR111�6004VIq VOIO. IWN001ED IMT BNCE0 WITHIN '�►rtlV rl � t �? L °1�1P8, l�A t oU1�1aTRlyGTIbN'j)p WORK IS SUSPENDED { ` :,OR ARAND"ED. FOR A ffplQ01':OF 180 DAYS AT ANY ,TIME AFTER WORK IS COMMS 4b. -- --•'—"--�'�"" '*'" .13. I ,� Data Illaued Ic by asr 'air qs INS;`ECTIONNOTICE City of Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested `�__ '``\-] �'�•-_�__- Address /�C7 5 77me-�-- A M _--P.M. `x Owner . Parmit #_ Builder Lot # The following Builditig Code deficiencies are required be corrected: -- ------- ---— -------- -_'--- Presented to I►xpector _ r] Approved — Date ---- Disapproved _ o CALL FOR REINSPECT/ON F— YES 0 NO t � September 29, 1986 Mr. Brad Roast City of Tigard Building Department 13125 S.W. Hall Tigard, OR 97223 RE: Tigard Auto Stop Dear Brad, Pursuant to our conversation earlier, I would like to respond to the questions that were raised that were structural in nature on the Tigard Auto Stop. First, in regard to the Tigard Muffler Stop and the possible requirement for a second slab at the bearing wall edge., I reviewed this with Victor Kimsey our structural engineer, and it is his impression that the nature of the material to be stored in the attic area will not meet a subjected live load of 12(1 lbs per square foot. The material that will be stored in that location will be boxed muffler parts and muffler piping which will most likely not require such a heavy live load need. It is our intention to notify Tigard Muffler that they do have a storage area but not to weigh it heavily. The same thing will hold with the 60 Minute Tune tenant as well. In regard to the Car Wash footing reinforcement, I again spoke with Victor Kimsey, structural engineer, and in review of the drawings and my conversa- tions with Victor, we don't see a great problem with the method in which Cen- Pat has constructed the Pacific Car Wash. You had mentioned that they were minus a reinforcement bar vertically and I'm not to sure if thr documents expressed reinforcement in that location. Once again my obligation in this project is to observe construction and report any discrepancies that I see. In my review of the documents and my discus- sions with Victor Kimsey, it would appear that Gen-Pat has followed the construction documents on this item. Thanks again for your assistance in this project. Sincerely, Y 4 P �V l i Michael G. Parich, AIA MGP:rl 662 Hanson Dunahugh Nicholson AIA pc • ArchiteCure UrbanfEnvironmental Design . Members American Inslitule of P hdects ?;��.pals Russell K Manson . David W Dunahugh • Larry D Nicholson . Michael G Pancn . HON Architects AIA pe with offices at 215 Northwest Perk Avenue Portland,Oregon 97209•Telephone:(503)221.0110 Gonatruchon In.rpecHou l@ Related Tests Carlson Testing, Inc. 6 x 12 Concrete v P.O.Box 23814 REPORT OF TEST SPECIMENS Tlyero,Oregon 07223 Phone(603)"4-3460 Date Molded: y -29 _ 19 86JobNo. x'2814 Permit No. Client: Gramorer Inc. — Project: Auto Center -----^------ — Address: fir. 99W & G:reenl-urg Road _ Contractor: E)ellti[lg Const. Co. -----�-- - Sub Contractor; Concrwe Supplier: _ West2rr Pacific — Truck No. 359 12328-17_ Ticket No. Cost Bv: B. O'Connor 10:45 1 --- Test Time: load No. _ Showers ___-- - -- -- Weather: 60 45 Temp. High: _—_ Temp. low: _ Location of Placement: Slab at car-wash area north side. —� — - Cu. Yds. _ Concrete Temp: — Strength Requiremeni. 2500 28 5" — --- PSI ® days Slump _Cement Type Mix No./Nu. Sacks —_ Mix #718 -- Air Content-- 3/4" Mox. Aggregate Admix, Amount: Brand, w/A•E•A• Admix. .mount: --- Brand: — Set Test op Register Date Date llnit Total No. Days Number Recd Test Wt. Area V^�t Report load PSI No. 1 7 3645 9-251 _ 28.27 — -18 977 28 3645 9-251 10 -22 _-- 18.272t65,967 2330 18 ,t, 3695 9= 75,383 2827 251 x- - - 11-19 2670 19 Remarks: cc: City of Tigard -- *•r7tr7; Carlson Testing, Inc. (;onstructJon In.TI►e,c'Non&Related 7�shr 6 x 12 Concrete REPORT OF TEST SPECIMENS P.O.Box 23814 NAM,Oregon 97223 Date Molded: 9 -24 Phone(603)884-3480 19_-86 Job No. Permit No. Client: Gramore, Inc. -- Project: MtO Center -------. - --.- --- Address: _ HWY. 99W & Greenburg Road ' — �---- -- — — Contractor: Bent.ing Const. Co. Sub Contractor: Concrete Sur,plier: Western Pacific — Truck Nc. 359 12328-17 -.-- Ticket No. Cast By: B. O'Connor ].0:45 --- Test Time: 1 _-------- _ - —.•------..___�.-.-.-- load No. Weather: Showers _ -- -------". Gam`-- -- -- _ ____ 45 _ -- - __ Temp. Nigh: ��_- --.-_. Temp. law: _ Slab at car-wash are-, north side. _ Location of Placement: �_ - ----_ -Cu. Yds. -_ _Concrete Temp: Strength Requirement: _ 2500Y PSI --- � 5" Q7r--_ 8.-__days Slump_- Cement Type.-- Mix No./No. Sacks Mix #718 _____ Air Content _-_-.-- Max. Aggregate _- 3-i4„ -.__- Admix. Amount: Brand: ! A•E•A ---_--�_ Admix. Amount: _ Brond Set Test Register Date Date�- Unit - Total~1--- No. Days Number Recd Test yyt• Argo _ Unit Report Load PSI No. 1 7 3645 9-25]. ].0 — _._ _ 2P.27 28 3645 9-251 1.0 -22 -- — '�L- -- —138 ---- --�. _ - -- 6.5;967 28.27 273n o _ 18 ---- _�i6 — 345 9-251 11-19 28.27 _ Remarks: cc' City of Tigard ---- Con.stroction Inspection&Prpat-d Vests Carlson 'resting, Inc. P.O.Box 23914 6 x 12 Concrete Tigard,Oregon 97223 REPtDRT OF _ TEST SPECIMENS Phone(503)694-3460 -24 86 CT-2814 Permit. No. Date Molded: 19 lob No. Client: Gramore, Inc. —_ — Project: —__ ---_-- Auto Center _�—�—. --.--- - ---- Address: --- Hwy. 99W & Greenburg Road -- — Contractor: Benting Const. Co. Sub Contractor: -_-- -- --Western Pacific — 12328-17 Concrete Supplier: �. — _— Truck No. _ '9 ___— Ticket No. . B. O'Connor Test Time: 10:45 1 Load No. Cast By: — Showers 60 45 Weather: — _ — Temp. High: _ _ Temp. Low: — —_— Slab at czar-wash area north side. Location of Placement: . — — _Cu. Yds. Concrete Temp: 5" Strength Requirement: 2500 PSI ® s 28 —. 511__ Cement Type Mix No./No. Socks— Mix #718 Air Content Max. Aggregate-^.3 3/4" W/A.E.A. Admix. Amount: Brand: Admix. Amount: .____ Brand:Set Test Test Register Date Date Unit Total Area Unit Report No. Days _ r umber Recd Test Wt. Load PSI No. I 7 3645 9-251 10 - 1 28.27 28 3vign —1,6 645 9-251 1.0 -22 28.27 —_ ?83645 9-251 10 -22 28.27 — cc: City of Tigard —_-_- _ Remarks: �cn75tt ctn7n f'o. --------- ---- ------ Remarks; Construction Inspection R Related Testa Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 x 12 Concrete TEST SPECIMENS Tlgwrd,Oregon 97223 Phone(503)664-3480 Date Molded: �_�—, 19 86 Job No. ,�-x$14—__ Permit No. Client: _ GraWre, Inc — Project: Auto .Center Address: _ Hwv_ .99W & Grep-nU g Road -- ------ --- -- Contractor: BentiN Cnnst.. C--_ Sub Contractor: Concrete Supplier: —W ti -nrn Paei_f iC Truck No. 355 Ticket No. 9857-13 Cast By: C_ Static-h Test Time: l0 s00 Load No. _.I Weather: .._ Sunny Temp. High: 70 _ Temp. Low: 55 Location of Placement: _ Car wash thru and conveyer belt. Cu. Yds. _._ _Concrete Temp: — Strength Requirement: 21;nn . PSI ® 28 days Slump "� Cement Type T—FT Mix No./No. So;ks Mix #11$ Air Content__-- _ Max. Aggregate 3/4" — Admin. Amount: ._ Brand: _ — Admix. Amount: — — Brand: _ Set Test ig Register —Dote Date Unit Total Area Unit Report No. Days Number Recd Test _Wt. Load PSI No.- 1 7 3478 9-9 9 -15 50,071 28.27 1770 14 28 1 3478 9-9 10 - 6 751719 28.27 2580 17 28 1 3478 9-9 10 - 6 77,299 28.27 2730 17 I Remarks: cc: City of f. Tigard - -- ---- --- - -_ - -- --- Bentiny Construction Co. W is IM ttw IM tar Aw M j_'onstrv&ien fnspa-tion R Relitcd rests (✓arlson Pre$Ling.) Inc. P.O.Box 23814 'ngerd,Oregon 97223 6 x 12 Concrete TEST SPECIMENS Phone(503)604-3460 REPORT OF lob No. -S�-?.�19 pP�mit No• Date Molded: _9-=-8 —r 14—�" _____------_--_-.--- Client: Project: '-"----'- Address: Sub Contractor: --- - Controctor: RFnt�� ' ''-S� 9Rc,7-1 �_ -------------`- Truck No. 3515---- Ticket No. _-9957-13 Concrete Concrete Supplier: W S P Load No. 1----- Test Time: ..-------- Cast 8y: — 55 70 Tem- Sunny _ Temp. Nigh: -- Car wash thru and cone—yet belt. _ location of Placement: __Cu. Yds. ConcreteTemp* -Cement Type T-T.?--_ Strength Requirement: _ - SSM — PSI ® )A--days Slump l--'---- Mix No./No. Sacks -A1].X"1lfl----- Air Content Max. Aggregate—_3/4 Brand: - --_- Brond: Admix. Amount: _------ -- Admix. Amount: -- __ Total - -7 11n�' Report Date Dnte Unit Area PSI Nc`:�. - jet Test Regis; {r-� Test Wt. load-— Number Recd No. Days ._ — 28.27 1770 I 14 - 7 3478 9-9 9 -15 50.071 _ I _ — - 28.27 28 3478 9-9 10 - 6 _ ---------- -- 2.8.27 28 3478 9-9 10 - 6 -- ------ -- Remarks: cc' City at Tigard -__-_____ --- Renting Construction Co. Construction Inspection&Related Tcats Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 07223 Phone(503)684-34M Dote Molded: 8 -27 119 86 Job No. CP-2814 Permi'; No. Client: Gramore, Inc. Project: Auto Center— - --- — Address: Hwy• 99W & Greenburg Road _ Contractor: Benting Const. Co. Sub Contractor: Concrete Supplier: Ross Island _ Truck No.18 _ Ticket No. 11.4425258 Cast By: D. Tabert Test Time:9:00 load No. _ 1 Sunny 85 6l, Tem High:. TamLow: _ Iub bay and 60 nuniute tme. Location of Placement: _ — -- - Cu. Yds.___ Concrete Temp: Strength Requirement: 2500 PSI a 28 doy%Slump 41' _Cement Type I-II - Mix No./No. Sacks - Air Content Max. Aggregate 3/4" Admix. Amount: 5 lbs/Cy Brand:807 L,1;4,k - Admix. Amount: _ Brand: — Se�TesP Register Date Date !Jnio Total -�- I Unit T Report No. Days Number Recd I Test Wt, load Area PSI No. 1 7 3337 8-28 9 - 3 70,598 28.27 2500 l_2 28 3337 8-28 9 -24 110,610 28.27 3910 15 28 3337 8--28 9 -24 109,187 28.27 3860 15 cc: City of Tigard R�maik�: _---- — ._.._._ - 1TR�t7i1. ---— Construction Inspection R Related Trsts Carlson Testing, Inc. 6 x 12 Concrete P.O.Bax 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)664-3460 Dots Molded: _ 8 --27 19 86 CP-2814 Job No. Permit No. Client: Gramore, Inc. Project: Auto Center ------ ----- Address: _HWY. 99W & Greenburg Road - E3entiW Const. Co. Contractor:- _ Sub Contractor: Concrete Supplier: - ROSS Island Truck No.18 _ Ticket No. �71-4425258 Cast By: __ D. Tabert _ Test Time 9:UO -- - Load No. 1 Weather: Sunny Temp. High: 60 Location of Placement: : —85 9 Ternp. Low: Lub bay and 60 miniute tune. — _ Cu Yds. Concrete Temp: Strength Requirement: 2500 PSl28 — ® days Slump 4" Cement Type_I-II Mix No./No. Sacks - Air Content— . Max. Aggregate Admix. Am,)unt: 5 1bs/cy Brand:t(!2_.black Admix. Amount: - - Brand: _ Set Test® Register Dote Date Unit Total Unit Report tJo. Days Number Recd Test Wt. Load Area PSI No. L 7 3337 8-28 19 - 3 --- — 70,598 28.27 2500 12 28 x,37 8-28 9 -24 -- 28.27 -- 28 -3337 8-28 9 -24 - -- 28.27 Remarks: cc: City of Tigard - --- -- 717 °IN IUW W INSPECTION NOTICE City of Tigard Building Department P.O Box Tigard, Oregonon 97 97223 Phune 639-4175 Type of Inspection --- _ Dale Requested. _� 42 _ Time i_ A.Z2;5 M.Address 3 _---�� Permit � T i Owner --- - —- Lot Builder The following Building Code deficiencies are required to be corrected: r c'c�E� 'ice 7- 7— C7/�t Presented to r Approved Inspector ---_— `-- / Disapproved Date CALL FOR REINSPECTION ❑ YES ,(f NO MC Hanson Dunahu0h Vaivods Thompson NIChokmn AIA pc Archilecture Il rtlarUe%gn E•nvmillmenlal planningg 716 WerthwNt►IrA Avenue Portland.Open 977M►hoot.(607)224-0110 LETTER OF TP.ANSMITTAL TO DATE Ll> O / > I. ell, 7 /0B NAME � 'J1�4� `"ALL .SII hONA -- - ATTENTION RE GENTLEMEN WE ARE SENDING YOU(( -��❑ ATTACHEED ❑UNDER SEPARATE COVER VIA _ THE FOLLOWING ITEMS ❑ SHOP DRAWINGS rrL__I PRINTS L_1 PLANS ❑ SAMPLES ❑SPECIFICATIONS ❑ COPY OF LETTER L_.J SUBMITTAL DATA ❑ CHANGE ORDER ❑OTHER_�� rnr�cs J�r1 Un Mei - DESCRIPT ION =U— -lalu Fr r --- - ----------------- THESE ARE TRANSMITTED AS CHECKED BE I OW ❑ FOR ACCEPTANCE ❑ FURNISH AS SUBMITTED ❑ RESUbMIT _—COPIES FOR ACCEPTANCE FOR YOUR USE ❑ FURNISH AS NOTED EJ SUBMIT ._. COPIES FOR DISTRIBUTION ❑ AS REQUESTED U RETURNED FOR CORRECTIONS ❑ RETURN_ CORRECTED PRINTS FOR REVIEW AND COMMENT ❑ REJECTED SEE REMARKS ❑ ❑FOR BIDS DUE _ 19_—_ ❑PRINTS RETURNED AFTER LOAN TO US — REMARKS COPIES TO If ENCLOSURES ARE NOT AS NOTED,KINDLY NOTIFY US AT ONCE _ / COPY FOR _ _ SIGNED August 21, 1986 Mr. Brad Roast Building Department City of Tigard 13125 S.W. Hall Blvd. Tigard, OR 97223 RE: Tigard Auto Stop Brad, Persuant to our telephone conversation yesterday are the following findings: 1) Notification to the City of Tigard Muffler occupying tenant Space "B" of the retail building. 2) Tigard Muffler will be using welding equipment and the one- hour walls between Tigard Muf£ler(an H occupancy) and t'te neighboring B-2 is adequate. 3) Tigard Muffler office area is small enough so as to not require additional fire rating at walls. If you have other cr_mments or questions please call. Sincerely, I x.,44 . Mi, hac't G. parich MGP:gh 615 cc: Barry Cain Gramore Steve Stolzie Benting File Hanson Dunahugh Nicholson AIA pc •Architicture Urban/Envlronmental Design . Members American Insr,tute of Architects Frinclpala: Russell K Hanson • David W Du,ahuggh . Larry D. Nicholsc,i • Michael G Canch . FIN Architects AIA pc with offices at 215 Northwest Park Avenue Port". ,Oregon 97209.Telephone:(503)724.0110 I\j ft Na P'N'M T, -A 7- C—T U rk 0%4- 0 r-,> r\Ls T- 117-- Michael G. Parlch Principal Hanson Durshugh Nicholson AIA rx ArChijeclute(fiber,Dmign Enwonmentat Planning Members American institute of Architects with offices at 215 .......... Construction/n.cpeetion&Related Te..r. Carlson Testing, Inc. P.O.Box 23914 6 x 12 ConcreteTigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)684-3490 Date Molded: 8 -18 19 dfi_ Job No. _C2_-2A14 Permit NO. Client: ___ Gr-ijMQrP Inc_ - — - — -- ----- Projec,: _ _Ijl t�Q_C ---- — - - - Address: - 1_jW_ q9W J. Crr-'N-nh1raRnad-- - - -- - Contractor: i1r1DGJ ('nnc4 rn_ Sub Contractor: --------- Concrete Supplier: o TrOancl Truck No. 11) —_ Ticket No. TI-4l24862_ Cast By: Test Time: B-I 0 _ load No. 1 - M Tal�rf - -- _ --._-. — -- Slimly Temp. High: 80._ Temp. t-uw: 60 Weather: __ — -- Location of Placement: All floor slab. -- 3r'+ _ —Cu. Yds. Concrete Temp: Strength Requirement: ?50(1 PSI C—2gdays Slump-4''_-r-- _Cement Type-L-11 " Mix No /No. Socks_--Mix $.2_ W)__.— . Air Content Max. Aggregate --- - Brand: 3D2 hlack -- Admix. Amount: ------ Brand: .--__--_.------.-- Aomi�c. Amount: ri l h�/cT_ ---- -T- T IJnit T Repot - Sef Test at -� Pegister—�- Dotl._7- Date Unit Total Area PSI No. No. Uays Number P.ec'd Test Wt. load - _ __ 1 7 3202 3-19 8 -25 72,891 28.2.7 - 2580 10 28 3202 8-1.9 9 -15 93,695 28.27 3310 13 7 28 3202 6-19 9 -15 92,282 28.2 326-0 t-13 _ Remarks: CC: City of Ti_acrd Benting Construction Co. Construction Inseection&Related Tests Carlson Testing, Inc P.O.Box 23614 Tlgartl,Oregon 97223 6 x 12 Concrete TEST SPECIMENS Phone(503)664-3460 REPORT OF —^ -- 19_—_Aft-- Job No. _m.291-4---- Permit No. Dote Molded: �—_�-�--�� Client: Project: �jy,Ln C'pnt-Pr_ — — •----- --' Address: __sem•—� i Contractor: ' — Sub Contractor: Truck. --- No. 30..-- Ticket No. —1-1-2AAEL Concrete Supplier. ._E'r)&%-1s I and Test Time: $•I Q Load No. .� Cast By: —_ _ M 'r'a►,prr__-----— �__ Sunny Temp. High: 80 Temp. Low: 60 Weather: --_------ Location of Placement: _. All floor slab. ' Concrete Tem Cu. Yds. _ P• _— -- ---------- — PSI 4P 2,9 days Slurrp—9_''--_----_—Cement Typ:: Strength Requirement: — Max. Aggregate—.3� Mix No./No- Sacks_ Mixt`'(—� In= Air Content n Admix. Amount: _ Brand: Admix, Amount: S 1 hS� — Brand: R._ T hl a k ____—-- Unit Report Dote Data Unit Total Area PSI No. jN et Test 4 Register Test Wt. Load o. D '-- ays Number Recd _8-].9 8 -25 72,891 28.27 2580 10 7 3202 _ - 8-19 9 -15 28.27 2$ 3202 ----- --+ g-19 9 -15 I 28.27 - —:T28 3202__ - c: Cit of Tiq c Remarks: ara - - - ----Y-- L3enting Construction Co. INSPECTION NOTICE City of rgard Building Departmcn- P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested53 / Time_�'A.M.- P.M. Address . S— �L� Permit 4e ; Owner __ _ Lot #_-- Builder —--- -- – --- ----The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector _ - ' ❑ Disapproved Date — CALL FOR REINSPECTION YES ONO INSPECTION NOTICE City of Tigard Building Department P O Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection ._ _ _ �,5,�____—_. QR Date Requested Time A.M. P.M. Address �6 Permit #2 2— Owner T Lot # B-rilderThe following Building Code deficiencies are required to be corrected: �5:5, T' Prbsented to _ p� Approved Inspector Disapproved Date CALI, FOR REINSPECTION Ll YE! '7 NO MIMI � P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 637-2601 TlGARD AOTO ST0P .E..LDO. i ) %',gust 8, 198.5 12035 SW PAC TF l C HW TI CITY 7F TI ARD 17527-- 1 253D —ti'i4-000 I n s p Type RAF Dear Grayn.oreo IT,C . , This is a Fire and Life Safety Plan Revieu and is based on the 1982 editions of the State of Oregon Structural Spe- cialty Code and Fire and Life, Safety Code (UPC ), the State of Oregon Mechanical Specialty CoCe anC Mechanical Fire and Life Safety Code (01C ) , Uniform Fire Code (I.)FC ), an' other local ordinances and regulations. Offices used in conjunction with area= where vehicles operate under their oi:on power, shall be pro-:ided with } conditioned air under positive pressure. Sec 705 I d for service or repair of vehicles operating Areas ��e � under their own power, -.hall be provided with ver.ti las tion capable of exhausting a minimum of 1. 5 cfr• per square foot of eras_ floaT• area. Sec . 705 Not less than one ( 1 ) approved fire extinguisher with rating of not less than 2—A: 10-9: C =hall be provided for each 2, 000 square feet of floor area or fraction thereof. The tra-.,,el distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10--1 Submitted pla*fs are approved for constiuction subject to the above noted iters Approval of submitted plan., is not an approval of amissiotis or oversights by this office or of non--compliance cath any applicable regulations of local gvvernna�nt. This stricture (or tenant space ) has riot recei •. � d final inspec': ion and i '- NOT approved for nrri.nart[,�- If YOU desire a conference regarding) this plain revie_T or if you haye questicn�, plq-ase feel free ~o Cortact .ite at (Cid33` X82-2601. F ire F'rc. eni. on Bureau 0C'11:1JP(`,NCY FILE LIST APR 9, '_986 8: 42: 0`? MF260 Pagv 1 TUALATIN 1=IRE DISTRICT KEY SCREEN 1. Name TIGARD AUTO STOP (BLDG. 1 ) 5 Special Sortl: 2. Zone-Occ R 2538 -334-000 IILJ TI b. Special. Sort: 3. Address 12035 SW PACIFIC 7. `_;(wt3: 4. Category )3ASIC SCR171-N 1. Clcc Phone 16. Tract: 309 17. Cod s::. Tanager e t_di�tinn: 1002 18, L'ldo Valuc.' � 169, 400 3. Phone $0 4•. I'I:�il - Apt#. 15+. Content . 20. Other '•l3) uk, V) 5. Address 21. ISO Clal;b ,3 6. Cty, St, Zp : 2;?. IlI3C (]clii' c 20 13-'1./ b'i/;, 7 G l Li q Owner 2-1 Fire A l r m :.i q : NUJNI S Phone q Suite-Apt: �'i. c�l-arm :3�,a�;� ,elf . NC)hll:. 10. Address r5, Prop in t15c PI 11 Addresctq' sts Zp: 26. Date Built R .04 08/13x. 19 Emrg Contct: 27. Lute Rl�mccdn) 1;3. Emerg Phone: 28, Ground Arc=a f„ '/'t6 14 Ins Typ,-/Mo: INF / 1 r 901 Occ t1sc . t5-7 1, PuE) Ii.c servicer statio►i FIRE PROTECTION SCREEN 1. Alarm Shu'-off Location HONE �'. Power Shutoff Location :3. Water Shutoff Location O NE NEAR DRIVE 4. Natural Gas Shutoff Location: 5, FDC Location NONE b. Sprinkler Control Location NONE 7. Stand ripe Location NHNE. 8. Attic Access Location NONL 9 Special Hazard Tope CudE 1c1 Special H3zarc Tupe 11 Special H=zard Locatiun 12. Water S„urce Lac.atiun N. W. CORNER OF GF'EENl3ERO °� PACIFIC If4JY. 13 Stairway ," ?rt `=haftiPr(Jt Y, N: N C(tNSTPUC1 ION OC:RUYN iP - ;r� t,�_.S.I 6. N Prop !_i nc, 55 /30 CENTEP'_i PIE OF CT1f1:FT 1 Const Tan !7. Wa). 1 !'t•ut. 00 NO F'F?l"1(f=CTIL'l(`I L. STRCE1 'j Basmt Area 0 18. S Prup Line 87 /30 ;FNTF RL),IWE OF 'rota l Area '''i6 1'?, Wal ). 1, .0t. 00 NO WAIL f''RUIECTIIJN !! Stories i ,70. E Prop Linc 30 /3() CENTERLINE OF :iINEET ,� HPiytt--ft 1►� tl. Via.11. PT'nC; 00 NO WALL F'RiJ't`F�CTII]N - Inter Golmn 00 c,'ONE 22. W Prop Line 20 /20 ASSUMED PROPERTY LINE B. Roof Cuvc t: li �) TRUSS 23. Wall Prot 00 NO WALL PROTECTION 9. Roof Cover 10 FR DLT UP 24. Area Wal : 10. Roof Area 7, x'00 25. Area Wal. ', 11. UD,'_ Occ2/ft: / 26. Area Wal: 12 DEL; Occ3,•ft: / 27 Plan Loc : '202. 1 1:3 UitC OcL4/ft: / 2(j. Misc 14. Auto SP Use. 70 RIOT.. REO 'D 15. Auto FA Use: i---- CITY OF TIGARD Numbing Permit Building Department No J� Residential rLJ Commercial New Installation LC1 Replace ❑ Addition U Alteration ❑ hate Ae(_0 Licensed A/ ' Plumber 11`7000W N�_'p� Owner �'��i �ON$� Address "YAM Job Address � _�W-r/�'{_Lr(C__KwT Phone �' �C -3762 Applicant tc Qom..•• CITY BUSINESS 'r'A% REOUIRED FOR ALL CONTRACTORS AND SUB-COI:TTRACTORS ITEM+ NO. FEE 'TOTAL ITEM I NO. FEE TOTAL Fixtures•Traps 7.50 $ — Sewer:First 100 ft. 30.00 p,00 Dishwasher 7.50 Each Addie. 100h. _ 15.00 Garbage Disposal 7.50 Ejector Pump 7.50 Water Heater 7.50 30,00 Water:First 100 h. 20.00 Q,O G Backllow Preventer 7.50 _ Each Addit.200 0. _ 15.00 Storm&Rain Drain:First 100 ft. 30.00 3 Q.d P) I — Each Addie.200 ft. 15.00 MINIMINI FEE $15-00 +41-- Mobile Home Space 25.00 Other(Specify): Rain Drain-Single Fam,Dw----cling 15.00 PERMIT FEE Comments: STATE % O Issued By: � Receip'No. .__- - _ Applicant_-. TOTAL -- •aO f ao► sI W i 11� IiaRIWAWAWJgar construction Insertion&Related Tests Carlson Testing, Inc. P.O.Boy 23814 6 x 12 Concrete Ttgerd,Oregon 5!223 REPORT OF TEST SPECIMENS Phone(50:))EfA-3460 Data Molded: 7 -29 19 86_ lob No. 2814 Permit No. Client: — Gramorer Inc. Project: Auto Center _�� --- -- -- --- —�- Address: .•_yyW & Greenbur�oad _ Contractc,r: -_, BentiOg QQnSt s CJQ' - - Sub Contractor: -_ _ ------- - Concrete Supplier: _ T Sl and__ Truck No. _-._ Ticket No. _ -1-4924 PP -��' Cast By: Test Time: J.2,L4ll-- - Load No. 45 Sunny Temp. Nigh: 75 Temp. low Wen her: _- — Lube pit Malls and footings for retail. service store. Location of Placement: 8 Concrete T _ Cu. Yds. _ Temp: -_—_-_ Strength Requirement: __ 25()Q PSI ®_,:$_—days Slump 4" _Cement Type 1711 Mix No./No. Sacks fMig #250Q - Av Conteh _— Max. Aggregate Admix. Amount: _ Brand: _ Admix. Amount: - Brand: — _. Total Ar4o� Unit Report Set Test a Register Date Date Unit PSI No. No. Days Number Recd Test Wt. _Load I 7 2989 7-30 8 - 5 62,2..52_ 28.27- 2200 6 28 2989 7-3: 8 -26 101,300 28.27 3580 11� 28 2989 7-30 8 -26 100,442 28.27 3550 11_- cc: City of Tigard Remarks: — -- - -- �) ing Consrru"ion k Rebicd Carlson Testing, Inc P.O.Box 23814 REPORT OF X ]1 Cotler etf? TES"SPECIMENS Tigard,Oregon 97223 Phone(503)684-3460 Date Molded: 7 -29 19 86 Job No. C'-2814 Permit No. Client: Gramore, Inc. --- Project: _ Auto Center Address H . 99W & Greenburg Road --__----_-------------.- Contractor: Benting QQnst � r�_—_.— Sub Contractor: Concrete Supplier: — Ross TGl ani Truck No.25 ___ Ticket No. Cost By: C Stanch Test Time: 12:40 Load No. r Weather: Sunny Temp. High: _7 Temp. low: 5 Tube pit walls and footings for retail service store. Location of Placement: Cu. Yds. 8 _Concrete Temp: Strength Requirement: 7 O _ PSI (a 28 .—_days Slump 4" Cement Type 1–IT Mix No./No. Sacks.v_Mi;A2500 — Air Content—_ _ Max. Aggregate—3/4" Admix. Amount: Brund: Admix. Amount: Brand: Set Test® Rerpiter Date Date Unit Total — Arpa Unit Reperi No. Days Number-- Rec'd Test Wt. load PSI No. I 7 V 2999 7--30 8 - 5 — _ 28.27 - - 62 25?. 2200 6 28 2989 7-30 8 -26 28.27 28 2989 7-30 8 -26 28.27 Remarks: — cc: City of Tigard n ing ns rue ion -- __ INSPECTION NrjTICE City of Tigard Building Department ,,, ��/ P.O. Box 23397 L-�/a_ , Tigard, Oregon 97223 L1 11 Phone: 63 -4175 �/ Type of Inspection Date Requested n1e ---^— A. P.M. Address `- /� Owner Permit # __- "i/1� Builder - Lot #_ The following Building Code deficiencies are required corrected: Presented to - -- Inspector _ ----�� — ^_— r Approved U -..:;p Date �,Z - - --- Disapproved rC� CALL FOR REINSPECTION YES -,Pj NO +�I► wr 86-013 L. R. SQUIER ASSOCIATES INC. geotechni<al consultants 4255 oak ridge road lake osweyo, c regon 97034 1� p.o. box 1317 tel. (SOn" 635-4419 July 25, 1986 Gramore incorporated 10300 S.W. Greenburg Road, Suite 470 Portland, Oregon 97223 Attn: Mr. Barry A. Cain Re: Footing Inspection, Tigard Auto Stop, Tigard, Oregon Dear Mr. Cain: During the period of May 20, through July 23, 1986, we periodically visited the referenced site to observe the initial preparation of the site and the placement of structural fill for the buildings and parking lots. In addition, we visited the site when contacted by the contractor to observe the subgrade exposed in the footing excavations for the buildings and retaining walls. We have provided professional observation and services, and have made every reasonable effort to ascertain whether the earthwork and placement of structural fill were carried out in general compliance with the project specifications, and that the prepared subgrade is suitable for the support of the proposed building foundation. We have employed accepted engineering and testing procedures to assess general compliance with the project requirements. A'e do not undertake the guarantee of the work, nor do we relieve the contractor of his responsibility to produce a completed project conforming to the contract plans and specifications. A record of our activities, recommendations, and results of density tests is contained in our field reports dated June 3, 23, and 25, 1986. On the basis of this information, and to the best of our knowledge, our opinion is that the structural fill and prepared footings are suitable for an allowable bearing capacity of 2500 lbs./ sq. ft. COMPLETE SFHV;CFc r, ;r!;. A ROCK Y1 ;:• ,f;S FOUNDATION EW NFER;NG A FNGIM I u We appreciate the c..,ntinued confidence you have expressed in our firm, and look forward to being, of service to you in the future. If you have any questions, please do not hesitate to call. Very truly yours, L.R. Squier Associates, Inc. by Arlan H. Ripp , . Vice President SB/A4R/es Construction(ns[werion&Related Tests Carlson Tcsfing, Inc. P.O.Box 23814 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)684-3460 Job No. C, -2814 Permit No. Date Molded: -- / -21 , 19 86 — Gramore, Inc. Client: —_ ---- Project: — Auto Center �' -"—`-- Address: Hwy. 99W & Greenbura Road Benting Const. CO. — Sub Contractor: _— Contractor: . _ --- -- Ross Island Truck No. 75__. Ticket No. A-1-46595 Concrete Supplier: D. Tabert Test Time: __ — Load No. 1 Cast By: - -- — — _ Sunny 85 60 Weather: Temp. High: --_ Temp. low: -- —� Retaining wall. Location of Placement: _. --- - -- - _Cu. Yds. Concrete Temp: 311 T-II Strength Requirement: _ _ 2500 PSI 18 _• days5lump--- Cement Type 3�4�� Mix No./No. Sacks_—._ Air Content — Max. Aggregate— Admix. Amount: _ Brand: _ Admix. Amount: _— Brand: — Set Test® Register Date Date Unit — Total Area Unit Report No. Days Number Recd Test Wt. — Load PSI No. I 7 2890 7-22 7 -28 28.27 64,1.42 . 2270 4 _ _- 28 2890 7-22 8 -18 —_— _- 28.27 _ 88,850 _ 3140 9_— ----- __ 28 2890 7-22 8 -18 — 28.17 �^ 87L452 _— 3090 9 — cc: City Of Tigard Remarks: -- Consrructron Inapecri m&Related TnMs Carlson Testing, Inc. ...��- �— P.O.Box 23814 6 x 12 Concrete Tigard,Oregon 97223 ZEPORT OF _--TEST SPECIMENS Phone(503)6"-3460 -- 1 -17 19 86 CP-2814 — Permit No. Job No. Date Molded: Gramore, Inc. — Omit: -- Auto Center ----- -- -- --- Project: Hwy. 99W & Greenburg Road — Address: . - Benting Const. Co. Sub Contractor: — Contractor: .___—__—_ T-9-23050 Ross Island Truck No.28 Ticket No. _.__--- Concrete Supplier• - C. Stasch Test Time: 12 0_5 ,---- Lad No. _J53 Cast By: _ .�--_--- -- 53 68 Sunny —. Ternp. High: Temp. Low: — Weather: Lube pit slab. _— Location of Placement: —_ -------------'-- 6 73 Cu. Yds. _Concrete Temp: —_—_ 2500 — -- 28 3" Cement Type I—II ______ ____—_---- Strength Requirement: -- PSI a doysSlump 3/4" _ Max. Aggregate Mix No./No. Sacks—_� MTX #2J00 Air Contont.__._—..------- Brand: 6807 Black #5_ Brand: _---- Admix. Amount:_.._ — Admix. Amount: —_ Total Unit ReF�O� T--Re islet Date Date Unit Area PSI No. Set Test® g R� d Test Wt. Load Na. Days Number 28.27 I 7 `2847 7-18 7 -24 63,795 _ 2260 3 _ _ '28.27 28 ~ 2847 7-18 8 -14 102_ ,-590 -- 3630 8 _. 28.27 28 2847 7-18 6 -14 101 266 3580 8__._ — CC: City of Tigard PwnitjMEI--Q�eetst3'�e�i9t}- Construction Inspection&Related Tuts Ca.A s n Testing, Ince .� P.O.Box 23614 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)684-3460 7 -17 86 CP-2814 Permit No. Dole Molded: — ' 19� Job No. Gramore, Inc. Client: -' Auto Center — Project: — Hwy. 99W & Greenburg Road Address: — �— Contractor: Hentirlg Const. CO. Sub Contractor: Ross Island Truck No.l8 Ticket No. T-9-23050 Concrete Supplier: C. Stasch 1'- load No. — 1 Cast By: _ - Test Time: _ Sunny — 68 53 Wecther: Temp. H,gh: _ Temp. Low: _ Lube Pit. slab. Location of Placement: 6 73 Yds. �_oncrete Temp: 2500 PSI _28 days Slump 3" ,Cement Type Strength Requirement: Mix N500 Max. A re ate 3/4" Mix No,/No. Socks — Air Content Aggregate Brand: 6807 Black #5 Admix. Amount: r Brand: _ Admix. Amount: - Sol Test Register Date Date Unit Total Arco Unit Report No. Days Number Recd _Test Wt. Load No. No. _ I 7 2847 — 7--18 7 -24 28.27 63,795 2260 3 28 2847 7-18- 8 -14 — 28.27 28 2847 7-18 8 -14 28.27 cc: City of. Tigard Remarks — -- - — Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 6 x 12 Concrete TEST SPECIMENS Tigard,Oregon 97223 REPORT Of Phone(503)684-3460 Dote Molded: 7 -14 19_Rfi— Job No. Permit No. Client: _CramnT_e_#_ Tnr — Project: _— A"t-0 CMtPr — -- Address: . f1w_ 99W & C'rog-nh»rg Read — -- -� Contractor: — Reny i m CCM, Sub Contractor. — Concrete Supplier: RtyS Tsland — Truck No. 72 _ Ticket No. . T1--4- 22a92- Cost By: r ctaar-In Test lrme_r -25 L.ocid No. Overcast 75 Tem low: 55 - Weather: Temp. Nigh: .._ -- P• Location of Placement: Retainirxj wal.].. - Cu. Yds. 9 Concreie Temp: Strength Requirement: _ 20M PSI a 2H ._—days Slump --A" Cement Type_5_-1_—_ Mix No./No. Sacks__5 sar-k ___ Air Content—_ _ — Max. Aggregate -- Admix. Amount: --_ Brand: —_ Admix. Amuun.tr _ Brand: -- Set Test�,; Register Dote Date Unit Total Area Unit Report No. Days Number Recd Test wt. Load PSI �—No. 1 7 2826 7-15 7 -21 72,457 28.27 2560 2 — 28 2826 7-15 8 -11 105,870 28.27 3740 7 28 2826 7-15 8 -11 10-413-1-6- 28.27 3690 7 _ Remarks: _ -- -- Benting Construction CO. V W F- M■NU >! (;onstruction Inspection&Retated Trzts Carlson Testing, Ince P.O.Box 23814 Tigard,Oregon 97223 6 x 12 Concrete TEST SPECIMENS Phone(503)&U-3460 REPORT OF Date Molded: — 4—• 19--ab— Job No. _C2-_2& a---- Pent.it No. Client, C'ramore,—In Proiect: �*^ Address: nGY C'n_ Sub Contractor: Contractor: RPnt i�� j� Truck No. �.— Ticket No. Concrete Supplier: send--- Test Time: •1_21---- load No. Cast By: C' c..-�--'---"_. — __.---- Temp. 75 Temp. low: 55 Overcast _� High:_------ Weather: ---"- _ Location of Placement: _ Retaining wall. --- - 9 Concrete Temp: _ Cu. Ycls. _ ---= 20IIIL----PSI a ?_fldaysSlump 4-"-- Cement Type. T—TT It Strength Requirement: a Mix No.I No. Sacks 5 ^4 Air Content— ---- — Max. Aggregate, Admix. Amount: "____-- Brand: Admix. Amount: Brand: — — -- _ Unit Report Total Set Test® Register Date Date nit wt. Tood Area PSI No. No. Days Number Recd Test _-- 28.E 2560 2 I 7 '1826 7-15 7_21 72 457 28.27 28 2826 7-15 8 28.27 I 28 2826 7-15 8 -11 --- Remarks: �: City of Tigard - — genttng Construction Co. qtr pier ar ■w INSPECTION NO City of Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection Date Requested nim+ \� M' Address -� P.M. Permit # Owner -— -- - -- _ Lot # Builder ��'-- The following Building Code deficiencies are required to be corrected: �1 - rte.�..�.,4 _--►--' ,�.��r: � —_.- _ -- -------------- Presented to - / ' Approved Inspector Date r•� - LI Disapproved CALL FOR REINSPEMOM C7 VIES En NO Construction Inspection&Related Tats Carlson Testing, Ince P.O.Box 29914 6 x 12 Concrete Tigord,Oregon 97223 REPORT OF TEST SPECIMENS Pho.-e(503)994-3490 Date Molded: 7 -1 ' 19 86 Job No. (:P-2814 Permit No. Client: Gramore, Inc. — Auto Center Project: — — --- Address: ElwY• 99W & Greenburg Road Contractor: . Benting Sub Contractor: Concrete Supplier: Ross Island Truck No.74 Ticket No. `i`-422349 _ Cast By: H. Payson Test Time: _ load No. 2 _ Cloudy 80 55 Weather: Temp. High:_0 Temp. low: North side retaining wall footing. Location of Placement: -- 18 Cu. Yds. _ Concrete Temp: r Strength Requirement: — 2500 PSI ® 28 "daysSlump 3 Cement Type — Mix No./No. Sacks 5 sack._� Air Content __ Max. Aggregate—3/4" _—_ Admix. Amount: — _ Brand:. Admix. Amount: . Brand: Set Test® Register Date Date Unit -oial Area Unit Report No. Dcys Number Recd Test Wt. — Load PSI No. I 7 2718 7-2 7 - 8 58,198 28.27 2060 1 28 2718 7-2 7 --29 99,636 28.27 3520 5 28 2718 7-2 7 -29 28.27 103,044 _ 3640 1 5 Remarks: cc: City of Tigard --- -- - -------------- -- ----------- v66M� t vction/nspecdon R Related Tiwx I ? Carlson Testing, Inc. � P.U.Box 23614 6 x 12 Concrete Tlperd,Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)664-3460 Date Molded: — 7 -1 ' 19 86 Job No . CP-2814-- Permit No. Gravure, Inc. Client: ----- -- -r.._---- -- - --- - Auto Center — Address: Hwy. 99W & Greenburg Road - _— Contractor: _ Benting Sub Contractor: .—_ -- -- Concrete Supplier: —Ross Island _ Truck 1Jo.74 Ticket No. —T-422349 Cast By: — H. Payson _ Test Time: Load Na. 2 _ - -- Cloudy 55 Weather: —. Temp. High: Temp. low: — North side retaining wall footing. Location of Placement: -- — 18 — _Cu. Yds. Concrete Temp: n Strength Requirement: 2500 ,_ PSI ® 28 —doysSlump 3 --.-Cernent Type 5 sackMax. A e ate__3/4" Mix No,/No Socks — Air Content �— gg g — Admix. Amount: — Brand: __-- Admix. Amount: Brand: Set Test® Register Date Date Unit Total Area Unit Report No. D _ Number Recd Test Wt. — Load PSI ►` Days ---a. _- I 7 2'118 7-2 7 - 8 58,198 28.27 2060 1 28 2718 7-2 7 -29 N 28.27 28 2118 7-2 -29 28.27 cc: City of Tigar3 INSPECTION NOTICE City of Tigard Building Dep,4rtment 12420 S.W. Main St. Tigard,Oregon 97223 Phone: 639.4171 Type of Inspectidh�._� [late Requested. 7� �� Time A.M. � P.M. Address __L�f�.r,. -l6[JL-�_1 ` Permit Owner- — Lot # i BuilderThe following Building Code deficiencies are required to be corrected: Presented to - -_ /XJ Approved Inspector __- -_ __-_- �� Disapproved Date - CALL FOR REINSPECTION [] YES �Z NO APPLICATION — STREET IMPROV- 'ENT/EXCAVATION SCOPY O - ORDINANt.c (WRITE.) FILE NO. 74 I4 (YELLOW)-INSP. " (INSTRUCTIONS ON SEPARATE SHEET) (PINK)-OTHER AGENCY(1,1,1,-,(BLUE.)-APPLICANT APPROVED [ I APPLICATION NO.. - ,-�� NOT APPROVED ❑ CI I Y 01' I IGARD, OREGON FEE AMT.: : PENDING FEE. PMT. ❑ CITY Y MALL RECEIPT NO.: PENDING SECURITY ❑ PUBL IC WORKS DEPA R TMEN 7' BY -,._ DATE__.' ' PENDING AGENCY "OK" ❑ .lpplltalion and Progress Record MAINTENANCE BOND s . PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION As QUI REO ANNUAL PENDING VARIANCE ❑ EXPIRATION DATE: PERMIT NO '-L'_--�`_ ._ DATE ISSUED. _ (1) APPLICATION IS HEREBY MADE -TO EXCAVATE FOR AND INSTALL_ ____. -1 t ,eaf impruv,vm.-2rul err ,.,!,t ,I.Z; i.,]._ _ AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. 10300 5W G� nb+n'n Rd. APPLICANT Gratr(c+rty, in�� - w- lAnculn +.t�I;� t r t�(,, tiiU P(,rl.l ): QFCi :� i _ �•i _ NA 1 ADDRESS CITY PHONE CONTRACTOR _ + v,.. c am. �,. - .A- I M! ADDRESS CITY PHONE FLANS BY lilting Enters., Il,r•. r " Sri. 190th, Ste 102. Kent WA 9801: 522 NAME ADDRESS If�-- PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COSI-): S -� i '1 DOLLARS (2) EXCAVATION DATA: FOR OFFICE USE: LININ. 0.04 X S _ STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM & QUANTITY Gr,4Qnbura ( STREET PND Vs4I,f Nr fit `IFF AF' I_'liF)F7 A'a1 — INSP C- R TION E Q U ESTIMATED STREET OPENING DATE y-` % f e�"1 L S ESTIMATED STREET CLOSING DATE: -c'/- E -- - ----_--- D --- S'i'REET (3) SECURITY SECURITY AMT. S - �ZG� .,- CLOSED SURETY CO. ,• j t i;;_, FINAL CERTIFIEDCHECK CASH ❑ DoNm're INSPEC. (4) PLOT PLAN INDICATE SITE PERTINENT PHY CAL G) SPECIAL.PROVISIONS/ CONDITIONS: FEATURES. EXCAVATION LOCATION AND EATENTa t _ T raf i c ma Y 1 t.V p„1 d'-- jrgirs,y,.1 pendi:;q z 1 + pt-vid4id f (t ('_i1.Y bV A()F)IiC'dl,+- i td(,r I ---- PACIFIC FIWY. - }. Tr�f i n n�uir ra 1 I , �.v 1 riu�1 -C,JAe-. - - - - - - - - - - - _ apt" iCAllf J C'i t:y & St dt•> th(-�r,?inrpgerd t.hal.l z6 (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCTWORKWHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY ANEI EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE - dt- DATE t MFTW-VRw RUw-LwUm WRAP= CITY OF TIGAR GG�y 639-417y_— BUILDING PERMIT DATE"Une 6079 OWNER.Ott-lamT A X M A `LOT N0 xl��►i} ' .SUBDIVISION BUILDER JOB ADDRESS 12035 SW i?Kciiic tli;- orf#l',ifi;?--j:r<rgd,t�-yt.t.�� - _— _._ --------�.�-- 1 BUILDER'S PHONE STATE REG.NU. ARCHITECT - --- -_EXP.DATE STRUCTURE 1 --- PHONE -- NEW _REMODELOTHER f ' ADDITION REPAIR t RESIDENCE l I:OMM EDUCATION ri IND MOVE OTHER _- i --'-- DEMOLITION OCCUPANCY __RELIGIOUS ACCESSORY GARAGE LANA JSE ZONE _j;�_.�BLDG.TYPE OTHER ❑ FENCE L pDa 1,, 11 „ -�+�- FIRE ZONE PLAN CHECK BY ain le stor ret�fl �� HEAT Aaxvice C lawrC] 3j Lu11ulE) uiatrict re uirerlents. et r — �--- f,U 1'tiuTLt�(, i%ki'k� V E 4;��,1 T, a roved un Ii 'e t L., I aa• �UZI. 'Ula 1.)ir "ILL SLIBSITTLi SEWER PERMIT# --- OCC.LOAD FLOOR LOA pne } { HDUeslio UILDING DEPARTMENt HEIGH —NO__gTORIES I AREA bU4 ~ - SEI BAC!S FRONT �4 NO.BEDROOMS VALU�5V,VUo 55Is.11U ` ` R EAR » LEFT SIDE kRIGH--- PHIS P�RMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINEDHE BUILDING CODE T SIDF k -1(�l./O REGU.ATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT '--------•---_;WORK WILL BE DONE IN ACCORDANCE WITH THE P CODE, ZONING OMPIAANCF 223.2(1 I WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE _ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TOSPECIFt AVE CURRENTINT BUSINESS I 22..3;? TAX PERMITS.SEPARATE PERMITS REpUIRED FOR SEWER,PLUMBING AND HEATING, CITY BUSINESS � SnC-Lr � ui.,7U n 11 f5PDC# APPLICANT OR AGENT StiU.32 Receipt No ADbRfc88 -- ---- ------ Issued By_ i! PHON Y-- DATE INSP. TYPE INSPECTION REMARKS PLUMBING0� ATE — Contractor / �: -/�rJc� c - _?4ect -- lr•i!?_.1t_L Permit No. O 1 SCJ `LGz_� C. /S!= 11�� Rough In - zz/ CT �' Fixture -- _' -i�/ '• �%(' _ —c Final .,r ''< i^i�� HEATING Contraclnr ) t2,01 �� - Permit No. LiA n .a ti as or it '' O- / / --- ------ Rough-in Final SEWER m �� /v/rFinal -- — -- '� DRIVEWAY Final Storm Drainage (Rain Drain)Final - - " 'w Auxc Sidewalk -- Curb R Street Final — Approach — SLOG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY- Final CERTFICATE OCCUP NCY i�- 2 2 Pr" �" ``1 Landscaping Zoning Final �Y1rw.. pl•�' 'pErlU'JrNrs Cn,4�y�ETOrV e/� bohrOr N(� ti^. /—C-!'fir / ;.. . . . v E"�� ~r.. ,�,a t�vlrYJSeAr�l NCs i 3 BUILDING PERMIT TAX MAP 2S1-2AA LOT NO SUBUIVISIUN � Gramore & Associates JOBADDRESS 12035 SW Pacific Highway OWNER STATE REG.NO. EXP DATE BUILDER _Konell Const. CO. IIIc— BUILDER'S PHONE -- 668-3516 OTHER PHONE ,S ARCHII ECT _------ STRUCTURENEW ❑ REMODEL ADDITION REPAIR MOVE . OTHER �{ DEMOLITION � RELIGIOUS ACCESSORY GARAGE OTHER FENGE OF HESIDFNGE X COMM � ' EDUCATION IND -- _____-__ FIRE ZONE PLAN CHECK BY HEAT _ E OCCUPANCY LAND USE ZONE BLDG TYPE --- r - Demolish existing structure--offices. N U (In conjunction with permits for new structures) r septic tanks to be abandoned Street to be kept free of debris, sewer lines to be capped, --- an i e _ SEWER PERMIT p NO BEDROOMS VALUE PE OCG.LOAD FLOOR LOAD HEIGHT NO.S1 ORIES AREA — _ —' LEFT SIDE RIGHT SIDE — BUILDING DEPARTMENT � SE[ BACKS FRON1 REAR HTax 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 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 WAIVF. ec RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONIRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REOU�RED FOR SEWER,PLUMBING ANC HEATING. .60 SDC1S.6O A PLICAN RAGENT DCMnone PHONt - Receipt No.l ,Y] ADDRESS all - Issued 9y-";>t..c'w--__ Approved By TIGARD 639.4171 DATE ,lune V, 66 G PERMIT 2S1-2AA 1100 TAX MAP LOT NO SUBDIVISION Gramore b Associates JOBADDRESS 12U35 SW Pacific Highway Kouell..Const. _Co. -111C. STATE REG.NO EXP DATE SPHONE 668-3516 rT PHONE OTHER URE ❑ NEW -1 REMODEL " ADDITION REPAIR MOVE OTHER A DEMOLITION rADFLOOR MM EDUCATION IND RELIGIOUS ACCESSORY GARAGE OTHER FENCE AND USE ZONE BLDG TYPE FIRE ZONE PLAN CHECK BY HEAT isting structure- offices. — CAon with permits for new structures) be kept free of debris, sewer lines to be capped, septic tanks to be abandoned �i`ITe . —_ LOAD HEIGHT NO STORIES AREA N0.BEDROOMS vA� JE BUILDING__DEPARTMENT SET BAHICKS FRONT REAR LEFT SIDE Ri(,HT I[?F TSER PMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN TNF BUI'_DING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HERFdY .AGRELD THAT THE eck '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 ire RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS . TAX PERMITS.SEPARATE PERMITS REOU ED FOR SEWER,PLUMBING AND HEATING ax t 6U—. L __ SDC- 15.60 PDCN AoPLICAN 0-4—GE K t —� none T-- Receipt No.I., ;) ADDRESS `uONF e all _ ��J�� -� Issued By d_--.-Approved By------ ____— IN 604 DATE 3� 2 19 bG CITY OF TlGARQ 639. 17�� 11�J BUILDING PERMIT X/ TAXMAP 1__ LONO. SUBDIVISION � —LOTNO. Gray & Associates JOB ADDRESS 12035 SW pacific i_ 41"woty OWNER - - - -�- EXP.DAT Ynr�.�y l l'OnRC� -n _- -. STATE REG.NO..�-- — - BUILDER �'—mac-- —" BUI ER'S PHONE .__ — ----�++�'1S1`' PHONE OTHER AR iTECT OTHER lX DEMOLITION 1 ADDITION REPAIR MOV[ --� --'---- STR:ICTU_ RE NEW REMODEL _ ( ' OTHER FENCE r COMM EDUCATION IND RELIGIOUS ACCESSORY GARAGE RESIDENCE HEAT CTr(',UPI. JCY LAND USE ZONE BLDG.TYPE FIRE ZONE FLAN CHECK RY oliit► exietink; 8tructure--01fice6. —___-- (la Can}unction wit,, peruits for nim. etructuree) St1eet to too kept free of debris, Sewer linea Co he ca�ppeds septic t,1,�ka to l-- abandoned SEWER PERMIT q NO.BEDROOMS VALUE HEIGHT NO.STORIES AHE A FLOOR LOAD RIGHT 3111E OCC.LOAD --c-- REAR LFA T SIDE - �-- -- - — I--_BUILDING DEPARTMENT SETBACKS FRONT Permit ^ t n[,��, ___- THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. ZONING --- PLGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE HE PLANS AND I- ONS IANCE P heck — WH A LLAPPLIAD IN BED WICABLEIN ACCORDANCE WITH T CODES AND ORDINANCES. THE SSUANCEEOF THIS IPERMIT DOES NOTLWAIVE T RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS —'�TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING, PI.Ck,Fire I _ State Tax —06U I SDG- _ 15 obU� APPLICANT OR AGENT Total -----�PDCqPHONE — - Prepd. Rupe - — -—v Rer,eipl No ADDRESS Bal.Due -_ -— Issued By Approved By DAI INSP. TYPE INIS,PJE�CTIOI`N' REMARKS Y PLUMBING DATE --,j� �.� -LL • Contractor fowi Permit No. Rough-in _ Fixture _—^ -- ---- Final HEATING Contractor _ Permit No. GasorOil --__-- Rough in —�-- -- Final ---� SEWER Final ~DRIVEWAY Final Storm Drainage — _�,� (Rain Draml Final —- --- — — --- —— Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTFICATE OCCUPANCY Landscaping Zoning Finai is Cit. -4' - 4,c r e' ADDENDUM N0. ONE TO THE PLANS AND SPECIFICATIONS FOR TIGARD AUTO STOP GRAMORE INCORPORATED ONE LINCOLN CENTER, #470 10300 S.W. GREENBURG ROAD PORTLAND, OREGON 97223 HDN ARCHITECTS DATED MAY 28, 1986 215 N.W. PARK AVENUE PORTLAND, OREGON 97209 NOTICE TO ALL CONTRACTORS You are hereby notified of the following clarification of, or revisions to, the Drawings and Specifications for the above referenced project. 'phis Addendum No. One is hereby made a part of the project requirements and contract documents for referenced project. Be sure to schnowledpe it in your Bid Form. --- The following information is being issued only to the General Con'.ractor and it is the obligation of the General Contractor to notify his subcontractors and suppliers of items relating to their bids prior to final contract. DOCUEMNTS Barghausen Consulting Engineers dated 1/28/86 HDN Site Drawings Sheet 2A dated 5/09/86 Duncan Car Wash Drawings dated 5/21/86 O'Sullivan Architectural Documents dated 3/07/86 Sheet flo. 1 of 10 r " ADDENDUM TO PLANS AND SPECIFICATIONS: Item No. 1 Barghausen Consulting Engineers, Inc. (BCEI) Sheet 1/6 .k'1I See IIDN sheet 2A for addended site layout . Item No. la BCEI Sheet .1/6 Provide a 16'41" x 8'-0" trash enclosure in the existing landscape area north of 60 Minui.te Tune office area against building. Structure shall be 6'-0" Nigh brick units with footings. Paving surface and chain-link gate at west side. Delete planting materials. Item No. 2 BCEI Shec` 1/6 Provide 2" water meter to car wash building. Item No. 3 BCEI Sheet 2/6 Delete PVC storm lines away from east building along south side of said building. Storm lines drain off from north side of building. Item No, 4 BEI Sheet 2/6 Add additional curbing and landscape areas as shown in IIDN sheet 2A. Item No. 5 BCEI Sheet 2/6 Concrete sidewalk at east property line against Greenburg Road is slightly unclear. See HDN Sheet 2A for additional information. Item No. 6 BCEI Sheet 5/6 It is slightly unclear what is concrete or landscape just inside the easteriy property line. See HUN Drawing 2A for additional clarification. Provide uedera Ilelix/English lxy, throughout ground area and (11) eleven additional "Bric-a-brac" rhododendron along easterly sidewalk as directed by Mike Parich Architect (224-0110). Item No. 7 BCEI Sheet 5/6 Contractor to provide alter,iate price to add landscape irrigation to Tigard Auto Stop project. Item No. S BVI Sheet 5/6 The Landscape Contractor is to provide alternate for irrigation design and construction for the Tigard Auto Stop. Item No. 9 BCEI Sheet 5/6 Alternate No. One Sheet No. 2 of 10 c The following are design requirements a►,d estimated quantities for the irrigat.on system proposal. Landscape Contractor is responsible for full performa+cce and one year's material and tiorkmanship guarantee: Y a. Use Toro products or equal. b. Set heads against the curb or walk rind throw inward except where glass areas exist in which case set heads a;ninst wall and throw outward with 570 low angle heads. C. Provide head to head coverage. d. Irrigation connection is to take off from mainline going into the building. General Contractor is to install brass gate valve in valve box for irrigation connection. Landscape Contractor is to install backflow preventor according to local codes and to pay for any fees required with irrigation construction. General Contractor is to install sleeves for irrigation lines and control wires under pavement and sidewalks at locations indicated by Landscape Contractor. e. Use Febco #805 Double Check Valve Assembly for backflow prevention at each connection. Install in Brooks #66 valve box with thrust blocks each side and manual drain valve on downstream side. f. General Contractor is to provide electrical service in mechanical room(s) or as directed for irrigation controller with 1-1/2" conduit to exterior of Wilding for 24 v. control wires for valves. Landscape Contractor is to provide controller and is to hook up control wires. General Contractor is to hang controller and hook up 120 v. service. General is to install sleeving under pavement from controller to location of valves. Controller is to be Rainbird CRC-6; or approved. g. Electric valves are to be Toro 252 in locking Amtek valve box, installed over 1-1/2" of drain rock, contractor designed. h. Irrigation heads in planting beds at planting beds near entry and at curbs where parking occurs are to be 4" pop-ups, balance of heads may be on 18" risers of pop-up bodies. All heads are to be connected to lateral line by double swing .joint. i . Mainline is to be Schedule 40 PVC, 18" burial , lateral lines are to be Class 200 PVC, 14" burial trenches are t, be free of rock and com- pacted. J. Use manual drain valves, one per circuit , at low point of line, in valve pit over 2 c.f. drain rock, and at all low points of mainline. K. Provide gate valves as necessary to isolate major parts of the system. 1. Contractor is to size lateral and mainlines for full perforn,-Ince of all heads. M. All construction shall represent standard practice in the trade. All workmanship, materials and function of the system shall be under Sheet No. 3 of 10 warranty for a period of one year from the time of final L_ceptance of the irrigation system. r , Item No. 10 BCEI Sheet 6/6 Not all directional arrows and stripinc has been delineated existing or new. For contractor clarifi.�ation, all stripes or arrows are new unless called out as existing on this plan. Item No. 11 Duncan Car Wash (DCWD) Sheet 1/2 Clarification: All pipes away from building shall be tied into appropriate sewer lines. Item No. 12 DCWD Sheet 1/2 There are some minor dimensional conflicts between these drawings and the O'Sullivan Car Wash floor plan found on sheet 1/8. Duncan drawings take precedence over dimensions found on O'Sullivan Drawings relative to the car wash function itself. Item No. 13 BCEI Sheet 2/6 Finish floor elevation of retail building to be 195.0. Delete reference to elevations 194.0 and 196.0. Item No. 14 0's Sheet 1/8 Demising wall between Retail Service A and Retail Service B to move toward Retail Service B, 2'-0". Office area for Retail Service Area A to be 1'7'-0" F wide. Office area for Retail Service Area B to remain at 15'-0" wide. Item No. 15 O's Sheet 1/8 Demising wall between Retail Service B and Retail Service C to move toward Retail Service B, 2'-0". i Item No. 16 0's Sheet 1/8 Alternate No. 2 I Retail building exterior walls are shown as brick veneer or stucco veneer overfrared walls. Car wash building walls are shown as CMU, giant brick, or stucco veneer over framed wall. Contractor shall rrovide alternate (Alternate No. 2) to construct both structures of gi=ant brick, Econ 31 01x11l" mission texture masonry units. Office jrea exterior walls shall be furred out with 1 inch hat channels at 24 inchtrs on gyp. board. Insulate with 1" rigid insulation. Provide Lintel beams at all openings to properly support structi-.ure. Provide reinforcement and con:rete as required to support structure. s, Sheet No. 4 of 10 Item No. 17 0's Sheet 1/8 Provide application for dampproofing of "Thoroclear 777" at all masonry interior exposed masonry and exterior masonry per "Tech Data Sheet 13.01 Mutual. Materials". A copy is included in this Addendum No. 1. Item No. 18 0's Sheet 1/8 Room Finish Schedule: All walls and ceilings noted as being gyp. board on schedule shall be painted. Room Finish Schedule: All office area floors to receive Armstrong "Seagate" floor covering. Delete sealer at concrete. Provide 4" coved floor base - rollgoods. Door Schedule. Door C-4 to be changed to 3' -0" x G'-t;" x 1-3/4" door with 2°x3° tempered glass relite at side. Door Schedule. All interior doors at retail building to F,e 6'-8" high. Door Schedule. All interior doors to be hollow core. Door Hardware Schedule; No. 7, add 1# pair (butts). Door Hardware Schedule; No. 9, add 3 (silencers) Door Hardware Schedule; No. 13, holders at each leaf of doors No. 4 & S of car wash. Door Hardware Schedule; Eliminate hardware schedule item No. 9, "Silencers" where item No. 6 "Weatherstripping" is called for. Item No. 19 0's Sheet 1/8 Car wash floor plan. Wall between office 101 and mech room 102/ toilet room 103 is to move 3'-0" to the east (to the right). Toilet room is to rotate 90 degrees with door on the east side of room. Door No. 1 is to shift 3'-0" to the east. West glazing of office No. 1010 is to be located at center of west wall.. Item No. 20 0's Sheet 2/8 Building exterior elevations; delete all reference to cement stucco. Mansard roof shall be detailed with metal roofing, knee brake at joint. 'Wali stucco shall be finished with 3/4 inch MDO Plywood. Finis:: nail, patch and paint all MDO surfaces. Paint per standard requirements. Panel Joints to be located as directed by Architect. AC Plywood as noted on south and east elevations of the retail building shall be changed to MDO plywood. Panel joints to located as directed by Architect. -i Sheet No. 5 of 10 V . Sa d Item No. 21 0's Sheet 2/8 Pre-formed roofing and siding has not fully been specified. Metal roofing products shall be as follows: a. Provide preformed metal roofing and siding panels as shown on the drawings and as specified oerein. b. Provide flahsings, closures and fasteners required for a weatherproof system. C. Provide related structural supports as shown on the drawings. QUALITY ASSURANCE a. Specifications and drawing details based on P-3 system manufactured by RAY F. BECKER COMPANY. b. Approval requests must conform to profile and lengths shr.wn on the drawings and quality of finish specified herein. SUBMITTALS a. Submit _'iop drawings showing the profile and type of materials and accessories to be used. Include details of closures, internal support and terminations of metal work. Shop drawings to be prepared under the supervision of a registered professional engineer. b. Submit a 24" long, full width sample of each type of preformed section showing lap and connection details, complete with factory applied finish for Architect's approval prior to fabrication. PRODUCTS MATERIALS a. Galvanized Steel 1. ASTM A446, Grade A 2. Coating designation G 90, ASTM A525 3. Provide In #24 Guage Minimum ( .0236" minimum before painting). b. Fasteners 1. Exposed: a. Hex head plated screws with neoprene and steel washers with colored caps. ;. ., b. Pop rivets with colored head. 2. Concealed: a. Galvanized steel clips with plaied screws. 4 1. { Sheet No. 6 of 10 r K� t SEALANT a, Vulkem urethane sealant, gun grade per federal specifications TT-S- 230c. 1 34'Y UNDERLAYMENT a. Asphalt-saturated, unperforated roofing felt: ASTM D226. b. 15 pound (6.8Kg) type. FINISH a. Finish to be applied in coil form. Finish coat over expoxy primer-1 mil nominal dry film thickness. Per side. b. D?xstar- 850 silicone modified polyester baked enamel in color to be selected from manufacturer's stock colors. C. Dexstar 100 polyester based enamel for white colors. MANUFACTURER a. Roof Panels: Ray F. Becker Company, 15" wide, 1" standing seam, P3 panels or approved equal. EXECUTION INSPECTION a. Examine substrate and site conditions under which wort, will be installed. Do not proceed with installation until unsatisfactory conditions have been corrected. b. Verify all field dimensions prior to fabrication. INSTALLATION a. Installation performed by manufacturer or his approved representative in accordance with approved shop drawings a:id manufacturer's direc- tions. b. install panels in full lengths providing ,joints only where indicated on drawings, or as approved by Architect. CLEANING AND PROTECTION Repair minor scratches and abrasions with matching touch-up paint using smallest brush. Spray touch-up will not be permitted. ` b. Use special. precautions in handling and shipping prefinished material to avoid damage to shape or paint finish. V; '� Sheet No. 7 of 10 Item No. 22 O's Sheet 2/8 All metal coping shall be 24 gage pre-painted in color to match metal roof products. ! v. , . item No. 23 0's Sheet 2/8 Roll-up door at car wash shall be a "Pilgrim" 12' x 8' door with off whi`e baked enamel finish over primer. Item No. 24 0's Sheet 3/8 Slope all roof areas at 1/2 inch per foot. Cricket roof areas `_o drain positively. NO PONDING WATER ALLOWFD. Item No. 25 0's Sheet 3/8 Delete reference to cement stucco over wood frame. See Addendum No. 1 Item No. 20. Ttem No. 26 0's Sheet 3/8 Detail 5 on sheet. No reference has been made to double truss to support roof mansard. Provide roof support as required. item No. 27 0's Sheet 3/8 Detail. 5 on sheet. Contractor option to use gang nail trusses and secure to structure as shown its Addendum No. 1 Submittal (drawing) No. 2 attached. Item No. 28 0's Sheet 4/8 To prevent water intrusion into the retail and car wash buildings, provide l; inch diameter galvenized pipe with galvenized studs at 24 inches on center to meet weatherstripping of over-head door. Drain to storm line. Item No. 29 0's Sheet 4/8 Pit dimension conflict between Sheet 4 and 14/6 and 3/6 distances on Sheet 6 take precedence. Item No. 30 0's Sheet 4/8 Provide ceiling joists at office areas to support light storage - 125 lbs per sq. ft. 1t( No. 31 0's Sheet 5/8 Details 7, 8 and 9 on she.?t . Delete rigid insulation at service areas. Provide rigid insulation up foundation wall and inboard 2.4 inches below slab at office areas only. Sheet No. 8 of 10 �S Item No, 32 0's Sheet 5/8 Provide chamfer at top/foundation walls for water drip. Provide continuous seaiant at joint between brick and concrete. Provide saw cut at bottom of lowest brick course for drip. Iters No. 34 O's Sheet 5/8 No reference has been made to weep holes at brickwork. Provide weeps at t bottom courses. Item No. 34 0's Sheet 7/8 Ship ladder and roof hatch details (details 3 and 8) have not been flagged on floor plans. Location to be desided. Provide one ladder and roof hatch at. each building. Item No. 35 0's Sheet 7/8 Detail 16 on sheet. Delete reference to stucco. Item No. 36 0's Sheet 7/8 Delete roof drain on detail 13, provide roof drains as shown in Addendum No. 1 Submittal No. 3. Item No. 37 0's Sheet 8/8 Only one 200 amp panel shown on retail building. Electrical service to be as follows: Retail building: One main distribution anel. 800 amp service One 100 amp house panel Three 200 amp panels. Separate meters. Provide natural gas line and meters for BTU requirement per construction contract. Car Wash building: r 400 amp. 227/480 volt Provide natural. gas line and meters for 900,000 BTU requirement. .y Item No. 38 0's Sheet 8/8 Provide photo cell for exterior lighting rather than timer. f. Item No. 39 0's Sheet 8/8 Retail. building lighting; delete incand, fixtures at waiting areas and provide (2) 1 x 4 tandom 4 foot recessed fluor, fixtures with (2) F40 cool white lamps at each. Sheet No. 9 of 10 _._.__......_...._.._..... Item No. 40 0's Sheet 8/8 Retail building service areas. Delete four 8'-0" lung fjuor. fixtures at each service area. Item No. 41 0's Sheet 8/8 Office areas of retail building. Delete baseboard heters. Provide elec. through-the-wall HVAC units. Bidder design to be approved with Architect prior to submittal of bid. Item No. 42 0's Sheet 8/8 Add (8) downlights at soffit of retail building. Locations to be shown in future drawing. Basis: 2 lights located at each roll-up door or storefront area. Item No. 43 0's Sheet 8/8 No lighting has been shown within car wash. Provide (16) 8'-0" long indust fluor. fixtured with (2) F40 amps damp label in two tandom rows. Provide (20) damp label downlights with similar manufacturer and lamp to retail building location to be shown in future drawing. Provide (4) 250 w. yard lights similar to retail building. Location to be shown in future drawing. Provide (3) 75 watt Mercury Vapor bollards at car wash north retaining wall area. See HDN Sheet 2A for location. Separate this bid item cost. Provide power to menu board at car wash - See HDN Sheet 2A for location. Separate this bid item cost. General Site: Provide power to free-standing development sign along Highway 99. Provide (1 ) 4 foot long 1,000 watt baseboard Beater at office 101 within car wash building. Provide power to all mechanical units. Contact car wash Owner and Architect for location of mechanical units at that structure. END OF ADDENDUM NO. ONE �, Sheet No. 10 of 10 -AGE rL 13.01 DAMPPROOFING RECOMMENDAT IS UNIT MASONRY All FOR KLA-ALL TILE* & BUILDERS FAME BRICK' 4 dam �r�of r' p Ing MASONRY PRODUCT KLA-ALL TILE'&BUILDERS FACE BRICK'as manufactured by Mutual Materials Co.,P.0.1 Box 2009; Bellevue, WA 98009. (These are dense extruded units.) DAMPPROOFING THOROC'LEAR 777 as manufactured by Standard Drywall Products, 7800 N.W. 38th MATERIAL Street, Miami, FL 33166. DATE DRAWN Y Rias! This is a clear, silicone, water repellent which DRAWN BY FNlp provides invisible protection for above grade application where masonry is to be left exposed and unpainted.It meets U.S.Federal GATE REVISED Specifications SS-W-110 b (GSA-FSS) and Canadian Specification 58-GP-1. '._._._....- REVISED By APPLICATiON Surfaces to be coated shall be clean, free of stains and efflorescence, thoroughly dry.40 sound and in good repair Tuckpoint any loose or detective joints. Caulk joints where KALE required. Apply two coats by completely flooding entire masonry surface with Thoro- clear -- --_ 777 so there is a run down of 6-12 inches. Low pressure spray applications are � COLON preferred, but brushing is acceptable. Do not use high pressure spray. Allow 24 hours QUANTITY.—.---- ANTITEXTUY.-.-- between coats. Thoroclear 777 shall not be applied on surfaces which have been wet { :1 NE POSED — or rained upon during the 4 preceding day; or if rain is anticipated within 2 hours rACES DENOTES EXPOSED after application, If walls cannot be thoroughly dried out and dampproofing is deemed — ---- —— necessary, allow 4 days for surface drying and apply first coat. Apply second coat - ----- when wall thoroughly dries. NOTES- — COVERAGE Thoroclear 777 should be applied in 2 coats with total coverage at 60-80 square feet uer gallon. PRECAUTIONS Do not use on surfaces until required joints have been caulked. Do not allow dampproofing to reach surfaces which can be damaged, such as shrubbery, roofing _ and other asphaltic materials. Protect all other surfaces such as aluminum, glass and porcelain, or clean off thoroughly. Do not allow material to remain more than 45 min- utes on other than masonry surfaces. Avoid prolonged breathing of vapors. Provi� adequate ventilation. Keep away from fire. Goggles are. advised to avoid eye irritation: —� Do not apply if ambient temperature is, or is erpected to he, less than 40"F. — ADVANTAGES prevents moisture penetration deep, invisible penetration helps keep surface clean, thus reduces maintenance MUTUAL unaffected by surface abrasion or high and low temperatures good water repellency for 8 to 10 years m a t e r i a l s allows walls to breathe ei�L`L R e R"'`" retains natural beauty R R O O U C T e minimizes efflorescence e0A -11•TN AVE N.p. R F LLE V V e. WASH. SPECIFICATION This material should be specified in the masonry section to insure a quality application aeooe ase Rees WRITER and to establish positN,3 responsibility. 'BUILDERS BRICK PRODUCTS MANUFACTURED BY MUTUAL,MATERIALS CO l- Prinrlx!in T 14 tib:. h• ..t. .`� ':; ,+ LT Ji Aj 14 1 LtAi r"14 frvsose •' -. ,. ... it 4 � r r 7J,,,�.r � i•..t t 't .•\ 7 �. .o 0 ; . : sole 2 = l - o , OF RQII�.. D f . f 1 . r � �� t��- �y�{, �� /}. •�i.1',� a { 1.t• �a .�, K, �. ..,,.._,..,.,, ...�...,....„ .._..w ra1./q.1N1tw.1•.+.IM1A-fN.flMreiNN+'.aWrvNw.M .. Nuw+uMeA.e�M-....__.__..._rc,.......r+. r •oma row ,y.. fatinsPect tuns call 639-4175 CITYOF TIGARU 639-4171 PATE BUILDING PERMIT �d - P.O. Box 2139,', t1gard OR 97223 7� TAXMAP .2,5L- _AOTNO.� OWNER_ �.2r� r T��L� ' ��Yr� :�__-_ JOB ADDRESS J / A I3e1w t1UILDER STATE RE;.NO. _______,__EXP.DATE MILDER'S PHONE Af7C;HITECT- � GN PHONE 2Z� ��ICO / ,_._OTHER ---- SfRUCTURE IP1"NEW U REMODEL n ADDITION U REPAIR ❑ MOVE CI OTHER l) DEMOLITION L_l RESIDENCE 9-COMM ❑ EDUCATION 0 IND ❑ RELIGIOUS U ACCESSORY (] GARAGE ❑ OTHER U FENCE 0(,CUPANCY LAND USE ZONE BLDG. TYPE FIRE Zk)NE PLAN CHECK BY HEAT ef�re SEWER PERMIT s OCC.LOAn FLOOR LOAD HEIGHT _ NO.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT_ SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit ? c) THIS PERMIT IS ISSUED SUPJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING T REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES. AND IT IS HEREBY AGREED THAT THE Ptan Check WORK WILL BE DONE IN ACCORDANT E WITH THE PLANS AND SPECIFICATIONS ANU IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE P1.CIL F" _ _ RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS 1� TAX FE 41MITS,SEPARATE PERMITS KWUIRED FO SEWER,PLUMBING AND HEATING, Stale Tax SDC-- Total APPL ANT OR GENPOGO T - Prepd. ICL U / C"? ,$[I y d�' "/ —__)yS-149 Bal.Due Receipt No. ADDRESS PHON — Issued By __--_--Approved By C EWE 7 CONNECTION 5 �_WER INSPECTION S E L11.R SURCHARGE S �_ :�m rn e n t e CITY OF TI�J V g. 1 Q 01 9 BUILDING PERMIT DATE •-a 19 $li TAX MAPI.S1�—LOT NO. L U.-1 9jAIAlA owNERrre, Inc. ,1013 ADDRESS 12035 Sw Pacificvttighwsy BUILDER ftnti i s-, Conn STATE REG, NO _EXP.DATE BUER'S PHONE ARI,i ECT Ake 1:'f1 wh - —L - PHONE OTHER STRUCTURE ❑ NEW Ll REMODEL ADDITION REPAIR MOVE OTHEFk LLi DEMOLITION RESIDENCE ❑ COMM I I EDUCATION IND RELIGIOUS ACCESSORY GARAGEOTHER fl FENCE _ _ OCCUPANCY LAND USE ZONE --BLDG TYPE FIRE ZONE PLAN CHECK BY HEAT Uepoait IWO cu. yds. of till.ou property. Streets to Ue kepL tree ut ayud anti dajris. Tlr.in Wamir in rn l I kit I rt.ilr, uitI, ns--U atL1ct r•te•riuL n� „�t tnsin•on w� j��• it _ _. � i:tltl:i�Uit 81LtjJ@ ut ttLreluil��d earth 1•i SEWER PERMIT N OCC.LOAD FLOOR LOAD HEIGHT NO STORIES AREA NO.BEDROOMS V<LUE BUILDING DEPARTMENT SETBACKS FRONT REARLEFT SIDE RIGHT SIDE Permit _ 1120.(,)0 _1 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING COOS, ZONING i REGUL.A i IONC AND ALL APPLICABLE CODES AND ORDINANCES. AND 11 IS HEREBY AGREED THAT THE (( PI Teck WORK WILL BE LONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE F' �� 7WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DGES NOT WAIVE PI.Ck.FI e I RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING. State Tax _ l SDC— ( TOfel APPLICANT 0 AGENT Prepd. --- -- PDCM Bal.Due Receipt No. ADDRE89- -- PHONE -- -- — - Issued By __.------_�Approwd By 'ii � � ice►�'. DATE INSP. TYPE INSPECTION REMARKS PLUMBING ATE Contractor Permit No (%__u- Rough-inI vv — '� �E -Es F L� Future Final ^' HEATING Contractor -� Permit Nc. Gas or Oil Rough in Final -------- - .—_—_— — .—� SEWER ------- Final DRIVEWAY Final �--- Storm Drainage -_- - -- ------ (Hain D---y r uia, LL-- 5,jewalk -- Curb 8 Street Final _- - Approach - BLDG.DEPT.FINAL TEMPORARY CERTIFICATE.OCCUPANCY Final CERTFICATE OCCUPANCY ----- -- — L a-iscaping Zoning Final / I C. CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 6-86 VARIANCE V 5-86 APPLICATION: Request by First Interstate Trust to develop a 6800 sq. ft. retail/auto service building and an automatic car wash. A Variance is also requested for deletion of a portion of public sidewalk along Center Street and to allow a landscaped area of 13 .5% where 15% is required. The property is zoned C--G (Commercial General) and is located at thr, Northwest corner of Pacific Highway and Greenburg Road (WC'iM 2S1 2AA lots 1000, 1001, and 11.00). DECISION_: Notice is hereby given that: the Planning Director for the City of Tigard has APPROVED the above described applications subject to certain conditions. The findings and conclusions on which the Director based his decision are as noted below. A. FINDING OF FACI 1 . Backgroiind The City has reviewed several lard use applications for the property, the most recent being a Conditional Use (CU 4--82) to approve a flower Shop. 2. Vicinity Inf:_)r„ration The property is surrounded by Pacific Highway, Greenbury Road, and Center Street. The zoning on the south side of Pacific Highway is CBD (Central business District) . Thp properties east of Greenburg Road are zoned C-G (Commercial General) and the parcels north of Center Street are zoned C-P (Commercial Professional) . 3 . Site Information and Proposal Description The subject property consists of three tax lots which contain a commercial building a single family residence. Driveway access is presently available from Pacific Highway, Greenburg Road and Center Street. The applicant proposes to remove the existing building and construct a car wash in the western portion of the property and a retail/automotive service building near Greenburg Road. One driveway entrance is intended for each of the three streets abutting the property . The property will by filled to more closely resemble the grade of Pacific Highway. 1-his will require a retaining wall which is as high as 10 feet near the western end of the parcel . A 20 foot high 100 square foot sign has also been presented for approval . Variances are also requested to reduce the required amount of landscaped area from 15% to approximately 13 .5% and to allow the deletion of a sidewalk along most of the Center Street frontage. DIRECTOR DFCISTON SDR 6-86 / V 5-86 Page 1 �► Aer �w +w s +� �s 4 . Agency and NPO Comments The Engineering Division has the following comments. a. A sanitary sewer connection permit for any new additions . ti All work performed within the Pacific Highway right-of-Way will requ;r- a permit from the State Highway Division. C . Visual r_ . varance must. he maintained at int,arsect:ions and driveways . d . Wheelchair- ramps must be installed at all corners and on Che proposed traffic signal island, e. A traffic control f.Rvement marking plan, must ke submitted for City and State approval . prior to installation b:, the applicant. f. The proposed driveway on G► -enburg Rr•:.d should not, be installed because of the existing cony�-ji-i'-)n at the ?acific Highway intersection, the difficulty in prohibiting left turn attempts onto the property, and the r;ity policy which calls for points on arteria] and collector minimizing the number of access streets . g. The storm drain catch basin and line proposed to be installed at the intersection of Greenburg Ro.Ad and Center street needs to be rerouted to avoid crossing private property . It is si,gat tthee h that the catchbasin br connected directly to the manhole at intersection. h. The guardrail along F,:acifi.c Highway shall be relocated riot removed. i . The proposed retaining wall neap• Center !;greet is a potential eyesore, particularly if it becomes a target for graffiti . Care should be taken to provide landscaping which will act to minimize the problem. j . Nr, objection to the variance requests . The Building Inspec):ion Division and Tigard Water District have no objection to the request. The State Highway Division states that a traffic impact report is necessary to evaluate thr_• impact of access alternatives. A Road Approach Permit is required and the necessary street improvements shall be determined after the report i• completed. PGE ncLas that several utility poles will need to be moved . No other comments have been received. DIRECTOR DECISION SDR 6--86 / V 5--86 Page 2 ... �W B. ANALYSIS AND CONCLUSION The proposed commercial development i5 basically consistorit. with thu relevant standards and criteria contained in the Community Development Code. However, several aspects of the proposal including the variance request warrant further discussion. 1. Access The Greenburg Road driveway is not appropriate for the reasoris noted by the Engineering Division. This driveway should by rr�moved and it is recommended that a pedestrian link bei.wppn the public sidewalk and the project be provided in its place. 2. Visual Clearance Chapter 18. 102 of the Code required that objects taller than three feet: in height cannot be within 30 feet of intersections and driveways. This portion of the Code is particularly important near busy intersections. It is recommended that the two Red maples that are shown closest to the Pacific Highway and Center Street driveways be eliminated. Also, the mature height of all other landscaping mate-ial should not exceed three feet. 3 . Landscaping The proposed landscaping plan generally conforms with Code requirements with the exception of visual clearance (discussed above) , lot coverage (noted below under the variance review), street trees, and the treatment of the proposed retaining wall . The Center Street frontage does riot include street trees as required by the Code, presumably because of the proposed retaining wall . The deletion of street trees appears to be justified, however, the landscaping treatment in this area needs revision. The majority of the 255 foot long retaining wall will be over six feet: in height and potentially could have a detrimental visual impact. No vegetation is proposed to soften or screen the wall. A revised landscaping plan should be prepared by a landscape architect for the retaining wall area. The Flan should contain a justification for the proposed height of the wall , plant materials that will. screen all or most of the retain;- )g wall, an elevation drawing illustrating the wall and proposed landscaping, and landscaping treatment of the right-of-way area between the retaining wall. and the curb. 4 . Variances As mentioned earlier, two variance requests have been made .o reduce the landscaping coverage to 13.5% and to eliminate a sidewalk from the Center Street driveway to the western corner of the property . Section 1.8.134.050 of the Code contains the following approval criteria f,)r granting a variance. DIRECTOR DECISION SDR 6-86 / V 5- 86 page 3 a. The proposed variance will not be materially detrimental to the purposes of this Code, be in conflict with the Policies of the Comprehensive Plan, to any other applicable policies and standards; and to other properties in the same zoning district or vicinity; b. There are special circumstances that exist which are peculiar to the lot size or shape, topography, or other circumstances over which the applicant has no control, and which are not app, icable to other properties in the same zoning district; c . The use proposed will be the same as permitted under this Code and City standards will. be maintained to the greatest extent that is reasonable possible, while permitting some economic use of the land; d. Existing physical and natural systems, such as but not limited to traffic, drainage, dramatic land forms or parks will not be adversely I affected any more than would occur if the development were located a^ specified in the Code; and e. The hardship is r.,-it self-imposed and the variance requested is the minimum variance which alleviate the hardship. The proposed variance to the ?.-ndscaping coverage requirement is minor and it will be difficult to notice a difference betwaen tho required minimum (6, 317 square feet) and what is proposed (5,680 square feet) . The property is long and irregular in shape with street frontage on virtually the entire perimeter, which has presented unique problems related to right-of-way dedication, street improvements, and internal circulation. The proposed uses are permitted in the C-G zone and the request will not adversely affect physical or natural systems. Finally, the hardship is not self-imposed because the primary reason for the variance is due to the irregular- parcel configuration. The request appears to be the minimum necessary and also, the requirad modifications to the site and landscaping plans will cause ;I slight increase in the amount of landscaped area. The proposed sidewalk variance alsc appears to be justified for the following reasons: -- State Highway right-of--way and the embankment for Pacific Highway lies tj the west of the property along Center Street and the potential for any extension of the sidewalk is minimal. - Because of the large amount of frontage, the applicant is responsible for a substantial q-!iantity of street improvements and this portion of sidewalk would be of minimal value and it could actually cause problems by encouraging pedestrians to cross the street in the middle of the block . DIRECTOR DECISION SDR 6-86 / V 5- 86 Page 4 The applicant is providing all ether half street improvements as required by City Code and the development will be able to adequately accommodate pedestrian and vehicular traffic on the perimeter of the si to 5. Signage The applicant is proposing to install one 20 foot tall., 100 square foot sign and the standard Code requirement's allow for signs 20 feet in height and 70 square feet in area. However, during the. Site Development Review process Section 18, 114. 130 (g) (3) allows up to an additional 50% increase in sign copy area for developments wh.ch have multiple tenants. The project. will have four businesses and the proposed sign appears to be appropriate and it is consistent, with City standards. 6. Pacific Highway Off-ramp tc Commercial Street As par•L of a long range plan to alleviate traffic circulation problems in the downtown area and on Pacific Highway, an exit ramp has been proposed from Pacific Highway adjacent to the subject property to Center Street and then on to Commercial Street. The Engineering Division recommends that the development of this site does not preclude the eventual. construction of this exit. C. DECISION The Planning Director approves SDR 6-86/V 5-86 subject to the following conditions : 1. UNLESS OTHERWISE NOTED, ALL. CONDITIONS SHALL BE MET PRIOR TO ISSUANCE OF BUILDING PERMITS. 2. Standard half-street improvements, including sidewalk, curb, wheelchair ramps, driveway apron, storm drainage, guard rail (partial frontage) and utility si.gnali.zation relocation shall be installed along the SW Pacific Hwy . frontage. Said improvements along SW Pacific Highway shall be built to Major Arterial standards and conform to the alignment of existing adjacent improvements and conditions of the State Highway Division permit,. 3 . Standard half-street improvements including sidewalk, curb, pavement markings, wheelchair ramps, storm drainage and utility relocation shall be installed along the SW Greenhurg Road frontagca. Said improvements along SW Greenbur•g Road shall be built to Major Collector standards and conform to the alignmen". of existing adjacent improvements and conditions of the City' s Street Cnening Permit. n Standard half-street improvements including (partial frontage) sidewalk, curb, retaining wall. driveway apron, storm drainage and utility relocation shall be installed along the SW Center Street frontage. Said impr•ovemc+nts SW Center Street shall be built. to Local Street standards and conform to the alignment of existing adjar_ent improvements and conditions of the City,s Street Opening Permit . DI:RLCTOR DECISION SDR 6-86 / V 5-86 Page 5 1). Five (5) sets of plan--profile public improvement constructic•n plans and (1) itemized construction cost estimate, stamped by a Registered Professional Civil. Engineer, detailing al ] proposed public improvements shall be submitted to the Fnginvering Section for approval, 6. Sanitary sewer connection details shall be provided as part of the public improvement plans. 7. Construction of prc-oosed public improvements shall not commence unt.i.l after the Engineering Section has issued approved public improvements plans , The Section will require posting of a 100% Performance Bond, the payment of a permit fee and a sign installation fee. Also, the execution of a street opening permit shall occur prior to, or concurrently with the issuance of approved public improvement plans. SEE THE -E-NCLOSED H."IDOUT GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEDULES, BONDING AND AGREEMENTS. - 8. Additional richt-of- jay shall be dedicated to the Public at the Pacific Highway Greenburg Road intersection to provide for a turning lane onto pacific Highway from Greenburg Road. The description for said dedication shall be tied to the existing right-of-,..-jy centerline as established by Washington County. The dedication document shall be on City forms and approved by the Engineering Section. DEDICATION FORMS AND INSTRUCTIONS ARE ENCLOSED. 9. A permit shall be obtained by the applicant, for work proposed to be done within SW Pacific Highway from the State Higha,ay Division. A copy of said permit shall be provided to the City. 10. Visual clearance at driveways and at intersections shall be provided for in accordance with Municipal Code Chapter 18. 102. 11 . A traffic and pedestrian control pavement marking, signal and signing plan prepared by a registered civil engineer, detailing a proposed marking, signal and signing improvements shall be submitted to the Engineering Section for approval and to the State Highway Division for approval . 12. Direct vehicular ingress-egress at Greenburg Road shallnot be permitted. 13. Concrete sidewalk shall be installed from the proposed driveway apron on Pacific Highway, along Pacific Highway, along Greenburg Road, along Center Street, to the proposed driveway apron on Center Street. 14. Relocation of any existing utilities, poles, pipes, wires, signals, signal loops, or any such equipment shall be at the expense of the applicant. DIRECTOR DECISION SDR 6-86 / V '�-86 Page 6 15. A revised site plan sha'A be submitted for Community Development Director approval. which deletes the proposed driveway on Grcenburg Road and illustrates the location of the proposed free standing sign. 16. A rev i.sed l,andscetping plan sha1,1. be submitted for Commurii.t.y Develupment Director approval which is consistent with Chapter 18. 102 Visual Clearance. Specificall.y, the two Red maple trees adjacent to the Canter Street And Pacific Highway drivoways shall be deleted and verificaii :n sho.11 be provided that the mat.ury height: of other landscaping materials will be less than three Bret. Also, the landscaped area shall not be reduced to less than 13 .5% of the total lot area. 17. A landscaping plan, prepared by a landscape architect, shall be submit.tnd for Community Drrvploprnent. Director approval which deals with the retaining wall including the following: a. Landscaping materials to screen all or most of the wall. h. Elevation drawing of the proposed retaining wall and plant materials . C. Landscaping material between thea retaining wall. and the curb. d . Reduction of wall height as much as practical , 18. Maintenance of the landscaping within the Center Street eight--of-way shall be the responsibility of the applicant/property owner. 19. The one free standing sign shall not exceed 100 sq. feet per side or a total of 20.; square feet. 20. Tax lots 1000, 1001, and 1100 shall be combined into one parcel . 21 . This approval is valid if exercised within one yWar of the final decision date noted hel.ow. D. PROCEDURE I . Notice: Notice was published in the newspaper, posted at City Hall and mailed to: _ XX The applicant 6 owners XX Owners of record within the required distance _XX` The affected Neighborhood Planning Organi.zati.on XX Affected governmental agencins 2. Final Decision: THE DECISION SHALL BE FINAL. ON March 25, 1986 UNLESS AN APPEAL IS FILED. DIRECTOR DECISION SDR 6-86 / V 5--86 Page 7 3 . Appeal: Any party to the decision may appeal this decision in accordance with Section 18,32 290(A) and Section 18,32, 370 of the Community Development Code which provides that a written appeal must be filed with the CITY RECORDER within 10 days after notice is given and sent, The deadline for filing of an appeal is 2:30 P.M. March 25 1986 4• uestions : If you have any questions, ploase call the City of Tigard Planning Department, Tigard City Hall, 12755 SW Ash, PO Box 23397, Tigard, Oregon 97223, 639-4171 . 1 PREPA E E!Y: — —�— 'Keith _iden, Senior Planner _.moi Will Monahan, Director oP Community Develo ment -'� P DATE APPROVED (KSL.2418P/dmj) t r C,•3 s t DIRECT% DECISION SUR 6-86 / V 5-86 Page 8 CITY OF TIGARD 639.4171 DATE BUILDING PERMIT -- _�' TAX MAP _____LOT NO. SUBDIVISION OWNER_ l-�J ii-!J�1.Q/l�? JOB ADDRESS , 2O 1,)_1 L,11' BUILDER I LGc Ci'2�-�' + �i�TZ'�� STATE REG.NO. EXP.DATE BUILDER'S PHONE �°0 � 7 7 S _ y ,/ L l ARCHITECT_ �L � �' PHONE.sc U to( ZF' �0 3 a k OTHER STRUCTURE b NEW ❑ REMODEL ❑ ADDITION O REPAIR O MOVE ❑ OTHER 1.7 DEMOLITION Ca RESIDENCE ❑ COMM ❑ EDUCATION ❑ IND O RELIGIOUS ❑ACCESSORY Q GARAGE ❑ OTHER ❑ FENCE OCCUPANCY LAND USE ZONE _BLDG.TYPE FIRE ZjDNE_PLAN CHECK BY HEAT_ SEWER PERMIT N OCC.LOAD FLOUR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS VALUE BUILDING DEPARTMENT — SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT 18 ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING COOED ZONING G REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND IT 13 HERESY AGREED THAT THC Plan Check 0 j I L WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 7 WITH ALL AFPUCA81_E CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.Gk_Fire 3 6o v U RESTRICTIVE COVENANTS. CON ACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS TAX PERMITS.SEPARATE PER S REQUIRED FOR BIER.PLUMBING AND HEATING, State Tax I _- _Total SDC— 1�� l /iii �✓J/"t" ( q/r/ Prepd �� PIS APPLICA OR AGENT Receipt No. AD RESS PHONE Bal.Du _ J � issued By------Approved By $ 7 �U Q d C/ - S O C - PDC - SEWER CONNECTION S � - SEWER INSPECTION $ p,� lv SEWER SURCHARGE 5 _ �-'- 42 r �� €a sc MR- l ,R � } + M-WL4 IR w r 7 u L 7v, e u u l� -7 7U /3 7 z-v z2 � z.�a / 2' �� -�a` CITY OF Tl6l'1W N o. 11 6 12755 S.W. ASH t P.O.BOX 23397 Date At b TIGARD,OR 97223 Mame Address Lot EBI Subdivision/AddressIJ JPermit N' P�umb Cash C eck v Sewer Ocher Other Rec. By Acct. Moes . Dcription Amount 10.432 Building Permit Fees 10-431-600 Plumbing Permit Fees 10.431.601 Mechanical Permit Fees- 10-230-501 eesJ10.230501 State Bldg. Tax 10-433Plans Check Fee j 30-443 , Sewer Connection__ 30-444 Sewer Inspection 51.448 Street Syst, Dev. Charge 52-449-610 Parks I Syst. Dev. Charge 52.449.620 Parks Il Syst Dev. Charge 31-450 Storm Drainage Syst. Dev. Charge _ _10.430 Business Tax 10-434 Alarm Permit 10-227 -- _Bail 10.455- Fines - Traffic/MisdlParking 10.230-, CPTA Traffic/MisdiVic. Asst. _ 10-456 Indigent Defense 30-122-401 Sewer ServIcelUSA 30.122.402 Sewer Service/City 30% _ 30 123 Sewer SevicelCity Maint. _ 30-125 Unmatched 31.124 Storm Draigage 40-475 Bancroft Prin. Pymt. 40-471 Bancroft Int. Pymt. �! 102 3 n / !s �I) _ ' i (l o TOTAL ` .; DEPT. BUILDING RECEIPT NAME: Z4,—,-7 -P Le.._- _ DATE: ACCT. # DESCRIPTION AMOUNT 10-432 Building Permit Fees 10-431-600 Plumbing Permit Fees $ 10-431-601 Mechanical Permit Fees 10-433 Pians Check Fee � � U 10-230-501 State Building Tax 30-443 Sewer Connection (20%) 30-202 Sewer Connection (eO%) 30-. 44 Sewer Inspection 51-448 Street System Dev. Charge (SDC) $ 52-449-610 Parks I System Dev. Charge (PDC) _ 52-449-620 Parks II System Dev. Charge (PIC) 31-450 Storm Drainage System Dev. Chrg (SSDC) 10--230-505 TRFD (95%) 10-435 TRFD (5%) t Q 10-230--506 Washington County Fire #1 (95%) 3 0 .,y35 Washington County Fire #1 10-220 Amart/Wedgewood TOTAL (Separate Check for Leron Heights $150.00). (br/1214P) CITY OF TIGARD BUILDING DEPARTMENT PLAN CHECK NO. : 3'1 PLAN CHECK APPLICATION DATE RECEIVED: 3' �y- P/C DEPOSIT PAID: (, 1 v tl� This is to certify that the attached _� sets of plans have been submitted for plan check pursuant to the Oregon Structural Code and Fire & Life Safety Code, -2_ edition. PROPSRTY OkNER: ' �,�_ _ dl�� OWNER'S ADDRESS: CONT tACTOR: � Gc-v c'tn TELEPHONE: S,7� JOB A.)DRESS: - enc / yLOT NO. & MAP:17 �4 DESCRIPTION OF WORK: L'- J JJ G 'Gtc �'I � rjL Approvals Rkuq ired !n1 SPECIAL NOTES �anning Dept. c, =- ' 0 Reissue ineering Dept . J S O Flood Plain/Sensitive Lands Fire Distric 0 Sewer Availability � Other Other Items Required \ 0 List of subcontractors 0 Business Tax L� Calculations OTruss Details O Parking Plan OLandscape Plan OOther COMMENTS: City of Ti and Building Department BY: i City of Tigard Mechanical Permit N_ 3863 Naw Installation 1:1 Replace R] Relocation[] Addition Alteration 7 DATE: HEATING CONTRACTOR - -7� �LIS n— OWNER_L? (A As_2 I ADDRESS. /�� S/�c�v �� 1120OB/ JDDRESS_ `� c -c • _ PHONE .2 " _S 2Z/ APPLICANT a Hat Input Rating(BTU per Hour) I*e Vent Size Flue Size FUEL OIL GAS ® ELECT Ll OTHER ITEM _ =0. FEE — ITEM_ NO. FEE or Issuance of Permit _ SEE BELOW Each Air Handling snit or Duct System 7.50 New•up to & incl. 100,000 BTU 6.00 Commerci.! Hood System 7.5(1 New 100�000 BUT's & over 7.50 Other Equipment - Each 4.50 Woodtwrrn�ng Stove — 4.50 1 Trip Ingestion _ 4.50— WdII-Floor- Suspended — 6.00 Air Condition Compressor . up to& incl.3 H.P. 6,00 Vent System w Fan 4.50 Air Condition Compressor 3.1 to 15. H.P,incl. 19.00 fir Heat Cooling_ 6 00 -_ CITY BUSINESS LICENSE REQUIRED EIV ALL CONTRACTORS OR SUB-CONTRACTORS! ! PERMIT ISSUANCEr 10.00 Comments; _ FEES - -- 61.110-TOTAL 0U -- �/ %STATE Issued Bye 55i FLAN CHEC TOTAL - -- RE '. #t A-3 _ Signature of Applicant INSPECTION NOTICE City of Tigard Build ng Department 12420 S.W. 'lain St. Tigard,Oregon 97223 Phone: 639.4171 Type of Inspection i Date Requested )/- Z-Z _ _ Time _ A.M. _P.M. Addre%s � .J�� __ Permit Owner -- _ __._..___ / Lot Builder The foifowing Building Code deficiencies ere required to be corrected: 1 Presented to ( __ � _ _.R_ .- �. --- Approved Inspector Disapproved Late CALL FOR REINSPECTION ❑ YES ❑ NO •w +e� •�r sw +st +� � August 22, 1985 CirfC*I RD WASHINGTON COUNTY,OREGON Mae Vincent First Interatate Trustee By Wrighton Properties 1 iG 520 SW Yamhill St. F P(,rtland, Oregon 97204 RE: Possible Code Violation Dear Sir(s): The City of Tigard has received a complaint that an apparent violation of Section 7.40.020 - Noxious Vegetation exists on property under your control at 12035 SW Pacific Hwy. in Tigard. Please be advised that it is your responsibility to waintaiu this property free of this violation. Your cooperation in taking immediate action to prevent a viola'ion of the municipal code is appreciated. For your information, the applicable code provision reads as fellows: 7.40.020 Noxious Vegetation. The owner., person in possession or agent of the owner of any lot, tract, or parcel of land, improved or unimproved, shall, during the months of May, June, July, August and September of each year, cut and remove, and keep cut and removed therefrom and from the half of the street or streets abutting the property, all weeds, thistles, burdock, ferns and other noxious vegetation, and all grass more than ten fiches in height, and all dead bushes, dead trees, stumps and any other thing liYely to cause fire. ` Nothing herein contained shall be considered to apply to bushes, trees, shrubbery and/or other vegetation grown for food, fuel ov ornament or for the production of food, fuel or ornament, providing that the health and safety of the public be not thereby endangered ly the maintenance of such growth or vegetation. Your attention to this matter is greatly appreciated. Failure to comp V with the code provision could result in issuance of a citation. Sincerely, William A. Monahan Director, Community Development (WAM:br/0'60P) �— 12755 S.W. ASH P.O BOX 23397 TIGARD, OREGON 97223 PH.6394171 'RW Ipw wm1wjLmw CITY OF TIGARD CODE ENFORCEMENT ACTION REPORT LOCATION _ �hL ` ' —___.�__ _— r, TAX MAP: AX LOT: Z NAME OF OWNER: ADDRESS OFOWNER: ACTION TAKEN: Letter Citation Phone Person Contact Site Visit (s) Other OTHER COMMENTS: C;) 0. TYPE of- COMPLAINT, Ousinpsq Tax Sign, Noxious Vegetation 70ning Violation Open Sturage of Junk Noise Filling (Sensitive Lands) Animais Abandoned V chiles Others COMPLAINT. —04TI:: ADDRESS: —PHONE NUMBER( Referred to P1 ANNING EN13INFERING OPERAT rONS DATE: Casa Opened Case Closed Oty of Tigard ►..echanical Permit New Installation 0 Replace ❑ Relocation ❑ Additionteratian Fae ---_❑ — — f�l -----3%State______•---- '— CONTRACTOR TOTAL—_______ ' OWNER —_—�—'_.—_---- ADDRESS__________.___._— ----_-----.--_ PHONE WORK ADDRESS--- Heat DDRESS _Heat Input Rating (BTU Per Hour} APPLICANT_ —, El Size FUEL OIL —__ — GAS ] ELECT ❑ OTHER — --- glue Size —�— — _ ITEM NO. — ----- ----- For Issuance of Permit `-- FEE ITEM New.. Under000100 B'i U 3.00 --- NO. FEE __ Ai__ r Condition Co_ mp_ r— essor 15 to 30 HP New- 100,000 BTU&over 4.00 Air Handling 10,000 CFM ___ 10.00 Fluor Furnace _ 5.00 Air Handl gni Over 10,0100 ChM _3.00 Wall Floor Suspended — — 4.00 Evaporative Cooler er nstall Vents Only -- ---- 4.00 —Range Vent Fan ---- 3.00 _Repair Heat& Cooling ---______ 2.00 _Vent System -- 2.00 Air C'ondit�on Compressor Under_3 HP _4'00_ Hood Camm—erciaj -- 3.00_ Air Conditwn Compressor 3 to 15 HP — 4'00 Commercial Duct System _ — —---- 3.00 7.50 10.00 INSPECTOR'S COMMENTS ` APPROVED BY SUB CONTRACTORS "—�— CITY BUSINESS LICENSE REQUIRED FOR ALL CONTRACTORS On R5 -------- ---`---� ---------______—_ DATE _ ISSUED BY FE!.'EIPT NO. --------- DATE 774 Sipnstare Of Applicant DATE_ - ; 3275 BUILDING PERMIT APPLICATION TIGARD 7 - —'�hui{�. 6„je-614` THE UNDERSIU Jt.D HEREBY APPLIES FOR A PERM f FOFI THE WORK HEREIN INDICA'.ED OWN�IPHONE - PHONE OH�.q SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. LOT NO. f OWNER M-C . t9aney -- -_ __JOB ADDRESS 1 , Sld Pacific Hightjay _ -----____----- ARCHITECT --" ENGINEER DESIGNER �Gn1�a ME, HE�ney ADDRESS -- - BUILDER ---" �---- �— - STRUCTURE _❑_ NEW ❑ REMODEL ® ADDITION 1,-j REPAIR 0 RENEWAL _ M FIRE DAMAGE _ O DEMOLITION 1-1 RESIDENCE I COMM_0 EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS O PATIO r-1 CARPORT ❑ GARAGE ❑ STORAGE Ll BLAB❑ FENCE 5 N FIRE ZONE. PLAN CHECK BY _ HEAT OCCUPANCY .H_ 'LAND USE ZONE C-3 _BLDG.TYPE _ _ -- Construct soffit trim to existing building. SEWER PERMIT M VALUE 1.00• —N HEIGHT NO.STORIES AREA NO.BEDROOM' _-_ OCC.LOAD FLOOR LOAD LEFT SIDE RIGHT 31DE BUILDING DEPARTMENT SETBACKS FRONT REAR __ - - --Permit i10.NN THIS PERMIT IS ISSUED SUBJECT 'iO THE REGULATIONS CONTAINED IN THE BUILDING COUE, ZONING REGULATIONS AND ALL APPLICABLE GJDES AND ORDINANCES, AND IT IS HEREBY AGREED THAT '•'E Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE 'LANS AND SPECIFICATIONS AND IN COIdPLIr WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NUT `NAIVE RESTRICTIVE TRACTORS TO HAVE Sub total __—_- — LICENSE.S PARAECONTRACTOR E PERMI SREQUIRED FOR SEWER,PLUMBING AND HEATING-CURRENT CITY BUSINESS .40 state tax 4 SDC - I - -- - Total -- PDCM 40 -A 10 O BENT Receipt No. 6100 ADDRE83 -- ---PHONE Approved M =A DATE iNSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit No. Rough4n Fixture Final HEATING Contractor Permit No. Gas or Oil Roughmin Final SEWER Final Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach DEPT.FINAL T-' TEMPORARY CERTIFICATE OCCUPANCY— CC RTIFICATE OCCUPANCY Final Landscaping Zoning Final CITY OF TIGARD ORDINANCE -"77-26 STREET SYSTEM DEVELOPMENT CHARGE EST (MATED SALES PRICE DATE : �,-t t -2Z__.._-------._._. r APPLICANT NTELEPHONE r^+(`1E_ Cnrb�` aju rnr_n�___ B L D G. PERMIT 306 ADDRESS t��5_ a�.LL c- L4 ---- Ar,OUNT OF FEE FOR S . D. C .__ A21]B.n0 _ DESCRIPTION OF IripROVErIENT^ EXEI,IPTI`jrJS -PER ORDINANCE r77-26 FEE RAIES : A. Single family dwelling unit under X60, 000•------V_-- $30O. 00 $ F. Single family dwelling unit over T�6r1, 00O. ---`- 400. 00 150. 00 C . Mobile Home Court Space (New Qet-------- ---------- 240. 00 D. Multi-Family Dewllings--per unit------------ --`--- E . Commercial , Industrial h Institutional ( Park._5pace)- $`50. 00 each F . Single family unit under 540, 000. CITY OR O. DING PERMIT APPLICATION TIGARD DATE S -7 ?,B N10 r"E UNDERSIGNED HEREBY APPLIES FOR APERM!T FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCO-,IPANYING PLANS AND SPECIFICATIONS. OWNER PHONE 6 2--0 7!W1JrA &JQQb7U QCV- 4)A`-j2 ADDRESS /��35 S�� efe l",7t 1-il-4UILDE9 PHONE ( ENGINEER ARCHITECT _ DESIGNER S'nUCt�'pE ^NFW �REMOOEL ❑ADDITION ❑REPAIR ❑RENEWAL OFIRE DAMAGE ❑DEMOLITION _gMI)ENCE CCOY.V -EDL'CA)'ONAL 'GOV'T CRELIGICUSOPATIO ❑CARPOnT OGARAGE C1 STORAGE 0SLAB ❑FENCE r2RONO r�YOV'NG CONDITIONAL USE DESIGN REVIEW OCOUNCIL APPROVED ❑SIGNS OCCUPANC�1' _AND USF.70NFT.. RLDG.TYPF FIRE ZONE PLAN CHECK BY HEAT _- TU 4uy-sL?yQ' A 7e;it 1&e RurT� I� v.r TN sr ,ylaese of ra />�sw>L uworaL/C�.vev/ IVo , ,v jV td e' C.h,�wsTle (?vol -cit 'i�G 7u 66; C-5i 2 - tv,,,.✓o97o,J Z-E a&r c cti&NTJl+fie- L-. CXJAD « 17-14/ rlln/G JtlS7i7LCt'/J i.t/ /IPPviGCYJ/V�1 TV T C'•i3 ct A° *+� o�'IG,S /snNO-S'c'+�i°i� G , c-ecaw��0�✓/�rA tic, )v/9pJM�eo✓Cn Ir'Ew,✓s �z Buie_ r[J v e:x�i.�-t: r..c� ' QCt:.l,Qgp t-1.00n�OAD HEIGHT NO.STORIES AREA VALUE r BU'LD'NG DEpART'.'r"�� ,I�']� SET BACKS fRON7 REAR LEfT SIDE WIGHT SIDE. Permit �— I THtS PF•RMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING Plan Check -49- REGULATIONS AND ALL APPLICABLE CODS AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE "—` WORK WILL BE DONE IN ACCORDAJCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Recoiding 40- ALL APPLICABLE COD[:' AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE �— RESTRICTIVE COVENANTS. COPITIIACT0I1 A' 'll CONTRACTOHS TO HAVE CURRENT CITY BUSINESS %State 41 LICENSE.SEPARATE PERMITS RECUIt1E0 POIj vER,PLUMBING AND HEATING. Totts a7 p U (_Approved I� Receipt No. A UrJn ESs PHOW 4300 67z6rl oarv. '�"lve BUILDING PERMIT APPLICATION 11T TIGARD OATE `'"11°`77 r 3 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEPEIN INDICATED BUILDERPHON y!. OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNERPHONF LOT NO. OWNER k,_ (JL7tt UOVS :.L'r!'-JOV ADDRESS � � !#yME ADDRESS — -- ARCHITECT ENGINEER EtU_ILDER saftlu ADDRESS _ _ _ DESIGNER Si RUCTURE ONEW D REMODEL ❑ADDITION _ OREPAIR ❑RENEWAL _❑_FIRE_DAMAGE ❑DEMOLITION ❑RESIDENCE COMM ❑EDUCATIONAL ❑GOV'T ❑RFLIGIOUSOPATIO []CAR PORT ❑GARAGE D STORAGE DSLAB []FENCE 0BOIiD ❑MOVING _OCONDITIONAL USE ❑DESIGN REVIEW []COUNCIL APPROVED []SIGNS OCCUPANCY_ LAND USE ZONE____ _ ____BLDG.TYPE_= FIRE ZONE—_ PLAN CHECK BY HEAT-___ conat._ n tolnj)rata ftrWQtt z + :��; u4t:cI'ic NuYs__!i ea .J.�vr�l�ur� fid. Por ttoe urf#tcao�u a displaymodol only no plUmbjn_ tti bei connected. roof covering to be jra foe_fire zone ; 29 foundation to U9 all uaether wood with 2x8 footin%j ..�. :sminy,inmt4ll�d in accurdance to I.0*B*U. Report 2745. Lanosca into U© Jmpleted according to approved plans prior to opening or busine3s Q"—OAA BUILDING DEPARTMENT SET BACKS FRONT REAR _ LEFT SIDE RIGH r SIDE _ Permit ` 3(1,�(?('i —__— - -- THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZON.NG Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY Ar3RFFV THAT ThF — WORK WILL BE DONE IN ACCORDANC'WITH TNF PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Subtotal ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 090 LICENSF. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. >yst+?Ri "tiolupmnnt Chsr ., 5200,00 Total 30.90 By _ AP -ICANT OR AGENT Approved J —�-- Receipt No ) ADO SS ..................s,i:a.......:..s.:.xa:rbrK:i..�esLap- - ..._. .._.,...r..aea....,.v..,�..4u..li r� DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit No. _ y Rough-in _ Fixture Final HEATING ZZti-t2 I L Contractor Permit No. Gas or Oil Rough in Final SEWER — _ — --- Y Final ---- --— -- DRIVEWAY Final Storm Drainage (Rain Drain) Final — - --- --- ---- Sidewalk —- -- Curb&Street Final A roach SLOG DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping Zomm� Final �)r ..........,a,.�.,�.w�.,....w„�.x�...�rwrwrovr� ,u.....ens..�.�..,;.,,,.,.......,,........,...:.,.........,....�.�...�.. Address 1 L5_��,�.� permtt No. Name of Occupant Permit charge L',. G. ---- _ Paid by _— .7 -- ----- -_---- _-- Date connected Type of Building_ � Inspection fee Service Rate Y_—'� �✓V Paid by - - - - Date___ Contractor �C --�'�--��-� "�c c.•- AsFessmert�?;�.�_�'U_Paid_____ - Size of connection (r 114TE BUILDING PERMIT APPLIM-ION "11' APPLIES FOR APEFj-%4IT FOR THE WORK HEREIN INDICATED THE UNDERSIGNED HEREBY E ACCOMPAN-YING PLANS AND igECIF ICAT IONS. LOT NO- -- OR AS SHOWN AND APPROVLD IN TH ADURL. r []REPAIR []RENEWAL QFWE 0AF.iAGF �ADDtTION LIS"" IFIliCTUPE QNEW ]GARAGE RELIGIOUS CIPA 1*10 ❑CAR PUN T JL t� NCE COMM HEAT. f PE FE.ZONE PIAN C"ECK ey___ j� CUPANCY PERN Q M� LEF fAl if3HT NOFL► AREA ,147. SIL* REAP t SIDE I Rol T RACKS BUILDING rL,,)E THE pFCULAfI0NS1 CONTAINED IErtl t PING G= N JHAI mit pkia-MI IS ISSUED st)sjt:CT r( )RL%INANCES AND 17 is H�'A: sy Ar"REEL, ALL APPLICABLE CODES AND C IN COMPLI44CE I�ULAvIONS AND IN ACCOFIC)ANCEWITH THE PLANS AND SpFCIFICAT IONS GNC VoFe VAIV( F THIS PERMIT .9 NOT ll.Ssl MKWILL SE DONE E j%,UANCE 0 CUP RENT CI71 OJS APPliLARLE C()DES AND C)qDINANCES TH Co%j RAr_1ORS ',J HAVE CU u n tat TgICIIVE CO\.,rNANTS. CONTRACTOR AND SUS R In,-_Iyel 1JG ANU HEATING. vEPARAlt PERMITS FIFOUIR11D FOR SEkNE Tai Tota' A-41 L so'cetpi No App,oved SEWER CONNEC110N .wLR_jN5PLCT10N SEWER SURCHARGE Comments: mw lw qw CITY OF TIGARD 639.4171 DATE - --19--- BUILDINO PERMIT TAX MAP�1f I-2L1A LOT NO. ZZ-C—" SUBDIVISION JOB ADDRESS owNEll _ _�-��-� t� - '- --"- EXP.GATE -• STATLFw.NO. BUILDER .— BUILDER'S PHONE `' - PHONE_— _OTHER ARCHITECT STRUCTURE "NEW ❑ REMODEL (3ADDITION_ ❑_REPAIR ❑ AIOVE LJ OTHER Cl DEMOLITION ❑ RESIDENCE �OOMM ❑ EDUCATION ❑ IND (J RELIGIOUS Cl ACCESSORY U GARAGE (:I OTHER ❑�� OCCUPANCY LAND USE ZONE �-=BLDG.TYPE -L_:--FIRE 70NF PLAN CHECK BY��.�5—NEAT - SEWER PERMIT 1 --� � �'•- •'D OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES AREA NO.BEDROOMS "ALUE C7G IREAR LEFT SIDE RIGHT SIDE _ BUILDING DEPARTMENT SET BACKS FRONT Pe+mit THIS PFRMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING COVE,ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND IT IS HEREBY AGREED THAT THE P1anCMck 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 Pl.CIL Fke TRESTRICTIVE COVENANTS.CONTRACTOR AND SUS AX PERMITS.SEPARATE PERMITS REOU RED FOR SEWER.PLUMD CTORS NG AND HEATING.TO HAVE NT CITY BUSINESS Slate Tax--1-- SOC.-Total _ .-- - -------- --- -- ARPIK:ANT UR AGf_NT — POCJ _ Receipt No. nDDRFSS Bal.Due —_Approved By— .SDC Ilsued By. -- .SDC 1 6- EWER R CONNECTION 8 - EWER INSPECTION S EWER SURCHARGE ommente: CITY OF TIGARD 639.4171 DATE BUILDING 9-- BUILDING PERMIT TAX MAP-L.�/ ALOT NO. 0 O SUBDIVISION JOB ADDRESS OWNER—C. 2 r c.P'1 - STATE REG.NO. _EXP.DATE --.- BUILDER BUILDER'S PHONE . V2 ___ __ PHONE __ OTHER -.---�----- ARCHITECT.__.._ - STRUCTURE ❑ NEW ❑ REMODEL EJ ADDITIONn REPAIR ❑ MOVF L OTHER C] DEMOLITION ❑ RESIDENCE O COMM ❑ EDUCATION 12, O�RE��OUg ACCESSORY D GARAGE ❑OTNER ❑ FENCE ! FIRE ZONE—PLAN CHECK BY HEAT OCCUPANCY _LAND USE ZONE r -BLDG.TYPE - - SEWER PERMIT# __. OCC.LOAD _ FLOOR LOAD HEIGHT NO.STORIES AREA IJO.BEUDOOMS VALUE DEPARTMENT RIGHT SIDE BUILDING SET BACKS FRONT REAR LEFT SIDE 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 Gip WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES ANU ORDINANCES. THE ISSUANCE OF THIS PEPMIT DOES NOT WAIVE Pt Ck Fes, RESTRICTIVE COVENANTS.CONTRACTOR AND SUBCONTRACTORS TO HAVE CURRENT CITY BUSINESS -- --�TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER.PLUMOIV.G AHD HEATIN0. State Tax SDC- - - - -- Total PDr.I CAAVPIINTt1pAGENT ----� -_---_`_�--- - --- Prepd. __ ----- -- - -- Receipt No. ADDRESS PHONE Bal.Dile - roved By _ - Issued By.___ -----app ';SDC PDD - SEWER CONNECTION `2d )EWER INSPECTIQN IEWENSURCH ARGE S -- o mm e n t e r _�__'-__ hAL f� i 'T- lt /,000" (co - RETAINING WALL STRUCTURAL CALCULATIONS FOR TIGARD AUTO STOP JOB NO. 1898 GILV�RE, I NC. ONE LINCOLN CENTER, SUITE 470 10300 S.M. GREENBURG ROAD PORTLAND, OREGON 97223 pARGH/WSEN CONSULTING ENGINEERS, INC. 6625 SOUTH 190TH, S4ITE 102 KENT, WASHINGTON 98032 (206) 872-5522 OF I N f i at 12841, r i /tREGON z ' 7S�• BARGE 111' x.. 4 ��36 1 . ob JOHN A. KLIMA , PI' : it le ��AMO1l� � ►J� PC) Box 8 6 8 ------ Issaquah , WA. 98027-0868 Egiff t--31 f'n, OJ 4,A,, (206) 392 -6043 Subject 2 lLkJ rVz� i5,l'k►L S E�S SGE4E,-0J Le, CVQT1 t)U OJ�a I 4 � R hrR.S, S CS G Q-A D r,, 4 Q V -----------_ -- oh No ._�" I 1) L �V¢ L(OZ 0t JOHN A . KLIMA , I E Title Cq� G /,�1 <. PO Box 868 �� TI �l t�� an, W l9L .r Issaquah , WA. 980'7 -0868 (206) 392 -6043 Sub jeet � �I �� ( j S c.1 z�U LIE I n,,o wf+'w ,4-�U V&Q-TACA(- TDP 0 F ' A R , Ur 1 BPSIf i LID J v I Q I l�, r-L j I D Lki T 0 r SD(t-.1,. 0'� vA`UE. o Gr o <b r_)G lY-T-A - ' S lyC)c �-tL►-� �rT� n r� ��"t`� c..tet,, Grp SLS , Job Nc �-172 Dj L t�_-=111&j i f o, JOHN A. KLIMA , PF Title rn:R -p" C) -&� QC. I PO Box 8 6 8 Q., P�t tJ 1 t I.-% Issaquah , WA. 98027-0868 (206) 392 -6043 Subject Pry Ve Ergo n �, G P't� L v��u. T1t1 GktiJC-..� E's, AS�7D Or-_� Cnt-tPSS S T1��'t Jr Ttt O F=- W r,)L RJB 1� I 1�" -�} I ��I� � _ �?,��jG � � yan��,c O,�jo3 �� 1Z� 9�6'� ' ll�U• � Imo ,, ,-+ ice K.. 7,6t � xO,'jU x x,,5 z x S J M A x UJ 4tA-,. *,C;;l f 7 F� M I N 1�, t ,U CL A l �•/ 'TL` 7U t' O -c3 �'f, t�t� , Q') i J, F L WT C ►ter �- a FG n�.o 0 4.'nc' KJ i t = SOT lr r� Or- ivU? Ak �ZS P�t2 _� . Job I it "� �4- o f JOHN A. KLIMA$ Pr Title !Z- 2=A4OL& lu (— PO Box NST Issaquah, WA. 98027 -0868 "" ��TK� r, t (AJ�Sl�c (206) 392-6043 SubjectAl ��P ►�` ig I ':Z� . ROTI r..JCe 5 la7.GS ' bCP'I1t DF P+RSSt�t "Pp,s;l J� A I T•H �tZ hO��PON�.� av 2.v ► 3� I 4Cgr��E- 1 z.a ar) , ! , k, M II 4,00' I IZu SI � �Z� (� 4:O0 1`J 4, 9;`)', I r j (� 3.SDI 3:b0 low. 11V # 4�o 05 {, T 01 41 166 LuN u e, Ci(.. r0f)P rsb w I P T14 j'o l't„ 1.S x ��-r..�v R�t�� r-�u►--t�*�T . I M 1 D,4- �1 3 1�)4o 0: