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12550 SW MAIN STREET-2 1S NIVW MS 05526 o N A C" N r AA OO O C) OO LU ~ N W CD Ci a � m cn .� z a� s � o 0 N o _ N cz CD a in �n a � � N N N CV N r T T r r (n z SQ 2i .�Pn� VI .0 Y, w� r 12550 SW MAIN ST wo8ioo WED 13:27 FAY 503 684 0974 CARLSON TESTING 2002 Mak+0011" SaMm 011ke OWW OM W PO.Bac 23614 4060 Hudson A".,NE P.O.OM 7918 IncTipurd,OrW 972e1 Snkm,OA 97301 Band.OR 977011 Carlson 'Testing, iFAX�903),6M-0954 FAX(6�589 309 F)5WI252 AX(541)33"1W Special inspection FINAL SUMMARY I:ETMR March 8, 2000 T9802176A City of Tigard 13125 SW Hall Blvd., RF,(-FTVFD Tigard, OR 97223-8199 MAR 0 3 2000 Attn: Building Department BY: Re: A-Boy Phase II 12550 SW Main Street, Tigard, OR Permit No.: BUP98-0070 FILE COPY Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code and Chapter 24.20, 'T'itle 24, we have performed special inspection of the following item(s) per our Inspection reports only: Reinforced Concrete Structural Masonry Structural Steel—Shop All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was In conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only. Information contained herein Is not to be rel `oduced, except in f0l, without prior authorization from this o;Yice. If there are any further questions regarding this matter, please do not hesitate to contact this nffice. Jlk submitted, ESTING, INC. IL re U)rntpas rance Manager W —J cc: Dolan Design —Dan Dolan Grigsby Construction Company CIDA Corporation Achitects & Engineers P%Vj0R NE"0RT31FlNLTR7"M1feA Mein Office soiom office Bend Ofto P.O.Box 23814 4060 Hudson Ave.,NE P.O.Box 7918 *11gerd,Oregon 97261 Salem,OR 97301 Bend,OR 97708 Carlson Testing, Inc.. Phone(503)684-3460 Phone(503)589-1252 Phone(541)330-9155 FAX(503)684-0954 FAX(503)589.1309 FAX(541)330-9163 Special Inspection March 8, 2000 FINAL SUMMARY LETTEY ILE C T9802176A REC'F1VED City of Tigard MAR 1 0 2000 13125 SW Hall Blvd., Tigard, OR 97223-8199 BY: Attn: Building Department Re: A-Boy Phase II 12550 SW Main Street, Tigard, OR Permit No.: BUP98-0070 Dear Sir or Madam: This is to certify that ir, accordance with Section 1701 of the Uniform Building Code and Chapter 244.20, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete Structural Masonry Structural Steel —Shop All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respe tfull submitted, CAR O TESTING, MIC. • a rc rn s . ietpas —� Q Assurance Manager m W JF k J M Dolan Design— Dan Dolor Grigsby Construction Company CIDA Corporation Achitects & Engineers P%VJORDIREPORTS%FINLTR1T9602176A MSM ON** Sabin ON" Aland Ofte P.O.Box 23914 4080 Hudson Ave.,NE P.O.Box 7918 T 1 Bend.OR 97708 Phc Tigard, (503 8j 8489480 Phone(503)589281 Salem,OR 30252 Phone(541)330-9155 Carlson 'Testing, Inc c• FAX(603)884-0954 FAX(503)589-1309 FAX(541)330-9183 Special Inspection FINAL, SUMMARY LETTER ***Amended*** March 23, 2000 RFS-,F,T,UF,D T9802176A 0 2 0 City of Tigard MAR 7 20 13125 SW Hall Blvd., Tigard, OR 97223-8199 Attn: Building Department Re: A-Bo hese II 1 I 12350 SW Main Street, Tigard, OR Permit No.: BUP98-0070 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code and Chapter 24.20, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete Stnictural Masonry Structural Steel —Shop and ***Field All inspections end tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding anis matter, please do not hesitate to contact this office. A. Respectfully submitted, CARLSON TESTING, INC. � m � Andrew M. Ewing W President cc. Dolan Design— Dan Dolan Grigsby Construction Company CIDA Corporation Architects & Engineers P tVVVRMREP0RT5V M!TRIT0802 f 7RA Msln offs sloe oAke Bend oAbe t� P.O.Box 23814 4050 Hudson Ave.,NE P.O.Box 7018 Oregon 1 Bond,OR Carlson TestingTigardnc• Phone(503)58483460 Phone(.503)8793-10252 Phone(54)330.955 FAX(503)584-0954 FAX(503)589-1309 FAX 541)330.9153 Special Inspection FINAL SUMMARY LETTER FILE C March 8, 2000 T9901252 City of Tigard 13125 SW Hall Blvd., TF Tigard, OR 97223-8199Attn: Building Department Re: A-Boy Monument Wall 12550 SW Main Street, Tigard, OR Permit No.: BUP99-0018 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code and Chapter 24.20, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Only for Monument Wall Structural Steel—Shop All inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectful) submitted, CAR ESTING, INC. IL a N Hietpas a ty Assurance Manager :jdk m � w_Jcc: Dolan Design --Dan Dolan Grigsby Construction Company CIDA Incorporated P MORPIREPORTSTINLTMT001252 03.04/00 7.1D 13:27 FAX 503 684 0954 CARLSON TESTING lx 003 of*ofte, Seim Offim Band OMke P.O. Box 23914 4060 Mudion Am,NE R0.Bwr 7918 Carlson Testing Inc. Toff"�"' '°7281 s*m'oR 9'301 Dow.oA 97709 Ftwie ,6W)6154-3.180 Phone(50.9)51WI 52 Phone('541)390-9155 FM(1503)694-0954 FAX(503)589-1'309 FAX(541)330-4163 Special Inspection FINAL SUMMARY LETTER March 8, 2000 T9901252 City of Tigard 13125 SW Hall Blvd., RIC Tigard, Tigard, OR 97223-8199 MAR 0 9 2000 Attn: Building Department Re: A-Boy Monument Wall 12550 SW Main Street, Tigard, OR Permit No.: BUP99-0018 FILE Cyy Dear Sir or Madam: This is to certify that In accordance with Section 1701 of the Uniform Building Code and Chapter 24.20, Title 24, we have performed special inspe0ion of the following item(s) per our Inspection reports only: Reinforced Only for Monument Wall Structural Stsel—Shop All Inspections and tests were performed and reported according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the ropproved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only Informatlon con,ained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this metter, please do not hesitate to contact this office. Respectfull submitted, CAR O ESTING, INC. 2 0 ` Hietpas 7. a ty Assurance Manager 0 U :jdk r-,; Dolan Design-- Dan Dolan Grigsby Construction Company CIDA Incorporated r-NpRpVIEP(.M'f31f'INLT11R9fai t62 SECURITY SIGNS 6-13-00 City Of Tigard Development Services 13125 SW Hall Blvd Tigard OR 97223 Mr. Rick Bolen, SECURITY SIGNS was con' Xted by Mr. Dan Dolan, in regards to a monument sign manufactured and Installed by our company. I observed the excavation and installation. Tl a work was performed as shcwn on the engineered drawings. If you stIl require additional information please feel free to contact me at anytime. Sincere) , / Steve cDonald Design / Account Executive C 3 0 9 u 436 SE 12th Avenue Portland, OR 97214 503.232.4172 Fax 503 230.1861 www.ser.uritysigns.com 03.23/00 THU 13:09 FAX 503 684 0954 CARLSON TESTING Z002 • Main OMioe Salem 0111W BOW Ohl= P.O.Box 23814 4060 Hudson Ave.,NE P.O.Boor 7916 r 'igard,Oregon 97281 Salem,OR 97301 Bend,OR 9'7707 `✓'arlson Testing, Inc. Phone(6 3'�0954 FAX 503))���82 ��u,;3 163 Special Inspection FINAL SUMMARY LETTER "'Amended"' March 23, 2000 T9802176A City of Tigard 13125 SW Hall Blvd., n/ Tigard, OR 97223-8199 Attn: Building Department Re: A-Boy PhA� 11 12550 SW Main Street, Tigard, OR Permit No.: BUP98-0070 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code and Chapter 24,20, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete Structural Masonry Structural Steel - Shop and "'Field All inspections and tests were performed and reportod according to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/inspected only. Information contained herein is riot to be reproduced, except in full, without prior authorization, from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. L Respectfully submitted, C CARL ON TESTING, INC 0 Andrew M. Ewing Prrtsident cc: Dolan Design - Dan Dolan Grigsby Construction Company CILIA Comoration Architects S Engineers rlw ArARFPn,�rrsaINLTwrteMizm;4k CITY OF TIGARD BUILDING INSPECTION DIVISION MST _ 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 do �a G UP �-�-_ Date Requested _ANt PM 8BLD Location 2`>> U �� "✓L Suite MEC Contact Person Ph PLM Contractor Ph WR _ Tenant/Owner (� ELC ke2f Retaining Wall - ELR Footing — Foundation Ss���/ FPS Fig Drain G� �'� �'�' I $GN Crawl Drain Inspection No — Slab SIT Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation (Drywall NailingFirewall '57 — Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Misc, 3 PART FAIL — — ---�_ Na Post&Beam — — -' Under Slab Top Out - Water Service Sanitary Sewer -� Pain Drains _ Final _ PASS PART FAIL _ MECHANICAL _ Post&Beam -- -- ---- Rough In Gas Line — -- - Smoke Dampers Final -- — --- PASS PART FAIL ELECTRICAL Service Rouc!h In UG/Slab I.ow Voltage Fire Alarm f Final PASS PART FAIL _ I SITE I t Backfill/Grading Sanitary Sewer Storm Chain [ I Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ I Please call for reins ection RE: Y __ [ ]Unable to inspect no access Fire Supply Line -- p ADA Approach/Sidewalk Other Date 1,Inspector 1„ _Ext Final PASS PART FAIL D NOT REMOVE this Inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION ST •14-Hour Inspection Line: 639-4175 Business Line: 639.41710UR _j0_"__6 Date Requested AM PM _ BLD Location Suite� MEC Contact Person I Ph `�� ' ''s S PLM Contractor Ph _ SWR IJILi7 Tenant/Owner ELC — — Retaining Wall ELR - Footing Access: FPS Foundation Ftg Drain SGN Crawl Drain Inspection Notes: �(� Slab _ Post 8 Beam ��00 Ext Sheath/Shear R Int Sheath/Shear Framing _ - O!f: Insulation OF Drywall Nailing -- �"�--- - Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling - Roof Mise ma S PART FAIL --- --_ -� PTIMBING Post&Beam - Under Slab Top Out - Water Service --------- Sanitary Sewer - Rain Drains -- Final _ - PASS PART FAIL __-----_--- - ---- -- -_.--._ MECHANICAL i Post 8 Beam --- ------- --- ..—_— --_ --- --- Rough In --A- _-_-� Gas Line --- --� - - -- Smoke Dampers -"-- -_ - - Final ------------- -------- -- PASS PART FAIL ELECTRICAL ---�- --�- --- - --- -_--IL Service Service Rough In H UG/Slab - _ -.- _-_-- -----__.-. Low Voltage Fire Alarm - --------- J Fir;al M.Sp PART FAIL -- ------ -- C7 WI Backfill/Grading J- Sanitary Sewer Storm Drain [ ]Reinspection fee of$ required before next inspection. 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N •, V LL Q � O N O C) fl- LO N li li T LL M n o do L CITY OF TIGARD BUILDING INSPECTION DIVISIONMST 24-Hour Inspection Line: 639-4176 Business Line: 839-4171 BUP Date Requested � !,ZU d AM PM BLD Location �� �s� ��2� c..,ic Suite MEC ��-- Contact Person Ph :P `7 7- Q 0 Q k/ Contractor Ph SWR BUILDING _ Tenant/Owner ELC Retaining Wall ELR _ Footing Access: Foundation FPS Ftg Drain Crawl Drain Inspection Notes: J SON Slab i �--� lir--,l SIT Post&Beam Ext Sheath/Shear .-�/� . Int Sheath/Shear f7raming Insulation Drywall'Nailing Firewall Fire Sprinkler ,rte42 Fire Alarm Susp'd Ceiling Roof Misc: y _ US Final PASS PART FAIL RP_MBINU Post&Beam Under Slab Top Out Water Service Sanitary Sewer / Rain Drains _ rn PART FAIL ANICAL Post&Beam — Rough In Gas Line — Smoke Dampers Final PASS PART FAIL ELECTRICAL C Service Rough In UG/Slab Low Voltage zFire Alarm _ p Final PASS PART FAIL U SITE Backfill/Grading Sanitary Sewer Storm Drain [ J Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ ]Please call for reinspection RE: �_ [ ]Unable to inspect-no access ADA Approach/Sidewalk / 3 f Other Date -�'� Inspector / Ext Final PASS PART FAIL DO NOT REMOVE this Inspection record from the Job site. CITY OF TIGARD DEVELOPMENT SERVICES PLUMBING PERMIT 13125 SW Hall Blvd,,Tlgard,OR 97223(503)639.4111 PE RM I T #. . . . . . . r PLM99-•0061 DATE ISSUEDr 03/02/99 PARCELS 2SIOPAC-00700 SITE ADDRESS. . . : 12550 SW MAIN ST SUBDIVISION. . . . : BURNHAM TRACT ZONTNGs CBD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . ..001 JURISDICTIONS TIG _--------------------------------------------------------------------------------- CLASS OF WORK. . :ALT GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. s 0 TYPE OF USE. . . . :COM WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . s 0 OCCUPANCY GRP. . :M FLOOR DRAINS. . . . . . : 0 TRAPS. . . . . . . . . . . . . . s 0 STORIES. . . . . . . . : P WATER HEATERS. . . . . : 0 CATCH BASINS. . . . . . . s 0 F"IXTURES------------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . s 0 SINKS. . . . . . . . . 0 URINALS. . . . . . . . . . . : 0 GREASE TRAPS. . . . . . . a 0 LAVATORIES. . . . : 0 OTHER FIXTURES. . . . : 1 TUB/SHOWERS. . . : 0 SEWER LINE (ft) . . . : 0 WATER CLOSETS. : 0 WATER LINE (ft) . . . s 0 DISHWASHERS. . . . : 0 RAIN DRAIN (ft). . . r 0 Remarks : Plumbing TI — drinking fountain Owner: --------- ------------------------------------------ FEES ---------------- DOLAN AND CO LLC type amount by date recpt 1919 NW 19TH PRMT $ 25. 00 B 03/02/99 99-313384 PORTLAND OR 5PCT $ 1. 25 B 03/02/99 99-313384 Phone #: Contractor------------------------------- POWE R PLUMBING CO P 0 BOX 23144 TIGARD OR 97281 -------------------------------------- Phone #: 244-1900 $ 26. 25 TOTAL Reg #. . : 000523 ------- REQUIRED INSPECTIONS ------- This permit is issued subject to the regulations contained in the Tole—out Insp _ Tigard Municipal Code, State of Ore. Specialty Codes and all other Final I n.s pect i on _ applicable laws. All Mork will be done in accordance with _ approved plans. This permit will expire if work is not started _ 4. within 181 days of issuance, or if work is suspended for more than 184 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-1111-8111 through OAR 952-MI-M. You may J obtain copies of these rules or direct questions to OUNC by calling _ ip (503)246-1987. C7 W - - J fin, , D�nA Issued By: A (�� "'k_ '" Permittee Signature; )_I �' I,, +++++++++++++++++++++++++++++i•++++++++++++++++++++++++++++ ++++++ ++++++++++ Call 639-4175 by 7:00 p. m. for an inspection needed the n xt business day +++++++++++++++++++�-+++++++++++++++++++++++++++++++++++-t+++ +++++++++++++{-++++ CITY OF,JIGARD Plumbing Permit Application Plan c 13125 SW HALL BLVD. Commercial and Residential Reed TIGARD, OR 97223 Date Recd _ (503) 639-4171 Date to P.E. Print or Type Date to DST Incomplete or illegible applications will not be accepted Permit 0 Related SWR 0 Called '2- Name 2-Name of Development/Project ;F TURES; Iltdl' dtlM " 61Tx rPRICE� � ,.., Job Sink 9.00 Address Street Address -� Suite Lavatory 9.00 1 xSQ C) Tub or Tub/Shower Comb. 9.00 Bldg• _gilt/Slate Zip Shower Only _ Y 9.00 Name Water Closet 9.00 _ Dishwasher 9.00 Owner Mailing Address Suite Garbage Disposal 9.00 City/Slate Zip Phone Washing Machine 9.00 Floor Drain/Floor Sink 2" 9,00 Na a 3" 9.U0 4" 9.00 Occupant Mailing Addressll M Suite Water Heater O conversion O like kind 9.00 �ajZ C� JW 1'A Gas piping requires a separate mechanical permit. City/State Zip Phone Laundry Room Tray 9.00 c>Au"� ()%Z, y1 2- Urinal - 9.00 Other Fixtures(Specify) 9.00 Contractor aillnAddress Suite - l 9.00 C b 'a \y 9.00 Prior to permit Cit tate Zip Phone Sewer-1 st 100' 30.00 issuance,a copy C A w V fZ_ 72 of all licenses are Oregon Const.Cont.Board 1.1c.# Exp.Date Sewer-each additional 100' 25.00 required if 5'9L3-10 I-/Z O! Water Service-191100' 30.00 expired in COT Plumbing Lic.0 Exp.Dale Water Service-each additional 200' 25.00 database �s q-\jU (p-3o.-y9 Storm&Reln Drain- ist 100' 30.00 Name Storm R Rain Drain-each additional 100' 25.00 Architect Mobile Home Space 25.00 or Mailing Address Suite Commercial Back Flow Prevention Device or Anti- 25.00 Pollution Device Engineer City/Stale Zip Phone Residential Backflow Prevention Device' 15.00 (irrigation timing devices require a separate Describe work to be done restricted energy permit.) New O Repair O Replace with like kind: Yes U No O Any Trap or Waste Not Connected to a Fixture 9.00 Residential O Commercial la< Catch Basin 9,00 Additional description of work:` Insp.of Existing Plumbing 40.00 \ Specially Requested Inspections 40.00 per/hr a Rain Drain,single family dwelling 30.00 Are you capping,moving or replacing any fixtures? Yes O Na. Grease Traps 9.00 If yes,see back of form to Indicate work performed by QUANTITY TOTAL } fixture. FAILURE TO ACCURATELY REPORT FIXTURE Isometric diagram F- ep required If Quant Total Is -9 f ' WORK COULD RESULT IN INCREASED EWER FEES. .J S_ *SUBTOTAL I hereby acknowledge that I have read this application,that the information given is correct,that I am the owner or authorized agent of the owner,and 6%SURCHARGE $ - s ;kc 0 that plans submitted are in compliance with Oregon State Laws. 21 �1 ar yt , 9fMture of OwnerlA, :ufit`\M� Date **PLAN REVIEW 26%OF SUBTOTAL "' P ' RequIrW only If fixture qty.total is>g t �4• r. c TOTAL a r Contac Person am Phone 'Mlnfmum permit fee Is$25+5%surcharge,except Residential Backflow Prevention Device,which Is$15+5%surcharge **All Now Commercial Buildings require plans with Isometric or riser diagram and plan rrview I%dst9Vkxnapp doc 712W PLEASE COMPLETE: Fixture Type Quantity by Work Performed New Moved Replaced Removed/Capped Sink Lavatory Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher _ Garbage Disposal Washing Machine Floor Drain/Floor Sink 2" 3" 401 Water Heater Laundry Room Tray Urinal _ Other Fixtures (Specify) COMMENTS REGARDING ABOVE: a co .J to — 57 W — — J' 1 klehlpknnapp doc 7(7M r ti CITY OF TIGARD DEVELOPMENT SERVICES PE':RMIT7#DI. ..NG, ��E-: BUP99 0010 13125 SW Hall Blvd.,Tigard,OR 97223(5O3)6394171 MATE ISSUED: 02/09/99 PARCEL: 2 S 10 QAC--00700 ""'-r ADD Rr7 l",. , . . 1 'C!Fi0 CW MAIN ST 'D 11)1 S I 01A. . . . - BURNHAM TRACT ZONING:CBD �....00K. . . . . . . . . . a LOT. . . . . . . . . . . « . :001 ,IURISDICTION:TIG 'E"ISSUEt FLOOR ARF AS---- -- -- EXTERIOR WALL CONSTRUCTION— OF WORK. :OTR FIRST. . . . t 3,,3 s;f Ns S: E"a W: ''"YPr_* OF USE. . . :COM SECOND. . . t 0 S PROTECT TY7,r OF CONST. :3N . . . t 0 5 f N: St E: W: "CC'UPANCY ORP. 0_12_12 TOTAL-----.-.—t 31', s f ROOF CONST: FIRE RET?-. CCUPANCY LOAD: 0 BASEMENT. : O a f AREA SEP. RATED s _TOP. : 0 I-IT: 7 ft 0( Rnr.lr-. . . : 0 s f OCCU SF'P. RAPED: r '"MT7: ME7Z?a REDD SETBACKS-------- REQUIRED---------------- F. LOOR LOAD. . . . : 0 psf LEFT-. 0 ft RGHT: 0 ft .•IR SPIAL-.N SMOK DET. . - '7WE31_I... ING UNITS: 0 FRNT: 0 ft REARS 0 ft FIR ALRM: HNDICP A( Ca nr-DRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CORR: PARKING: 0 $ . 3019 11"Arks: installation of a historical $onu$ent. Not to be used as signage ?wnert _-.__._._.._-....._.._—___.__...—._..__--___.____.—_.__-___....__—__..._.._._._.___._.__.__—_ FEES DOLAN & COMPANY LLC type amount by date recpt 1.919 NW 19TH PRMT $ 44. 50 13 Oi' 109/99 99--312798 PORTLAND OR 97209 5PCT f 2. 23 13 0p/09/99 113 3127' 8 PI..CK $ ZH, 93 B 02/09/99 99-312791 Phone #-. 20^5 -9009 FIRE f 17. 90 R 0 '109199 99•--312798 Contrar.tor: nR10SSY CONSTRUCTION TNG (1114 SW NIMBUS AVE:' r)E:AVE:'RT0N OR 9700S ("'hone #: F,41- 7343 f 93. 46 TOTAL Reg #. . : 4riO73 --REQUIRE=D ACTIONS or INSPECTIONS-•--- ?his peroit is issued subject to the regulations contained in the Foot/F=ound Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Reinforced concr applicable laws. All work will be done in accordance with E I approved plans, This per$it will expire if work is not started within 188 days of issuance, or if work is suspended for sore _ i than 198 days, ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those Ifs are set forth in OAR 952-•801-0011 through OAA 952-01181597, You $any obtain a copy of these rules or direct questions to OUNC h- -al'i ng (93)246-1987. ) t t t e e r1_ gnat .ire . I s s _i _rJ S y s f ++++++4+.++++++++++.+++++++.+++++++++++++++++++++++++++++*++++++++++++++ Call 639--4175 by 7:00 p. m. for an inspection needed the next business day ++-4-+f4-++-h++4-++++•+++-+--V++4...f+...{•......t+++......+-1.4......++.•F..4......i... E i I CITY OF TIGARD Commercial Building Permit Application Recd 13125 SW HALL BLVD. New Construction and Additions Date Recd /- 5 y_ r IGARD, f' 4q(_/ Date to P.E. 9" (503) 639-411717223 / Date to DST Permit s Print or Type Related SWR! Incomplete or illegible applications will not be accepted Name of Development/Project .fob HISTORICAL MONUMENT Existing Building [] New Building (?N Address Street Address Suite 12550 SW MAIN ST Building Bldg a City/State zip Data TIGARD OR 97223 Existing Use of Building or Property: Name Property DOLAN AND COMPANY , LLC LANDSCAPE AREA Owner Mailing Address Suite Proposed Use of Building or Property: 1919 NW 19th HISTORICAL MONUMENT Gly/State zip Phone PORTLAND,OR 9720 225-9009 �j'1No. Of Stories:a� N/A Occupant NameC �c,r�' Sq. Ft. Of Project: DOLAN AND COMPANY, LLC i 3 113 _ Name Occupancy Class(es) Contractor GRIGSBY CONSTRUCTION N/A Prior to perm" Mailing Address Sulle Type(s)of Construction Issuance,a copy POBOX 1 8 4 9 of all licenses CONCRETE are required If City/Slate zip Phone Will this project have a Fire Suppression System? expire basin Ce T LAKE OSWEGO,OR97 35 675-80 0 ties No X[] Oregon Const.Cont.Board Lic.R Exp.Date Americans with Di3abilities Act(ADA) Valuation X 25%=$ 7 5 4. 7 5 Participation 45073 8-22-99 Complete Accessibility Form Name Project $ Architect CIDA Valuation 3019.00 Mailing Address Suite 5200 SW MACADAM 420 Plans Required: See Ma r xTor number of sets to submit City/State Zip Phone on back I PORTLAND, OR 972( 1 226-128 Engineer Name I hereby acknowledge that I have read this application,that the informalioi CIDA given Is correct,that I am the owner or authorized agent of the owner,and Malting Address Suite that plans submitted ate in compliance with Oregon State Laws. Q. 5200 SW MACACDAM 420 Signature of Owner/Agent Date City/State zip Phone 12-17-9 8 to PORTLAND OR 9 7 2 1 226-128! Contact Person Name Phone Indicate type of work: Newffi Addition Demolition O BILL WARD/GRTGS113Y 675-8000 J Accessory Structure O Foundation Only O Alteration O m Repair O Other o FOR OFFICE USE ONLY WDescription of work: MaprrLtf L.ehd Lfte: J HISTORICAL MONUMENT Parks: Estimated 0 of Employees 11F: If the above figure is not supplied at the time of application,the city will calculate the fee based upon the number of rking spaces. Note: Site Work Permit Application must precede or accompany Building lice Class. Const: Permit Application Loc.On Prty. N.___S._E._W._ 11COMNEW.DOC (DST) 5/98 Allow Arca, No.Story. Nt. Occupant Load. COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Plan Review is dependent upon submittal of 80 � application For an electrical 'aUbnOW ""i" pi M. signature of the supervising ele s After plan review approval, Plans additional plan sits for distribution #Na�hin Q�l inunty, Tualatin VA.. 18y Fire ,��+� Ian..... .. .•.� ` Total#Of TYPE OF SUBMITTAL Plans KEY: w Submitted S (Private) 1 S = Site Work B (New or Add) 1 B = Building F (New or Add or Alt) 3 F = Fire Protection System M (New or Add or Alt) 1 M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M & P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P & E 3 Alt = Alternation to Existing (New , Add) Building *BarB & M (Alt) 1 a o�c *B & M & P(Alt), 3 *B &�M & P & E(Alt) 3 m *B &'M & P &E & F(AI(} ca W J NOTES: *Shaded areas designate ALT submittalsonly, lAdstslmaxtrixtdoc 07/06/98 5200 SW MACADAM AVENUE, SUITE 420 PORTLAND, OREGON 97201 TEL: 503.226.1285 FAX: 503.226 1670 E-MAIL: cida®teleport.com January 28, 1999 Attn.:Jim Funk Bureau of Buildings City of Tigard 13125 SW Hall Blvd Tigard, OR 97223 RE: A-BOY Phase I Project Number. 97125 Building Permit Number. BUP #98--0067 Dear Mr. Funk: CIDA has observed the construction of the above project at every major stage, including but not limited to: ❑ Footings ❑ Concrete slabs ❑ Reinforcement placement ❑ Panel fabrication ❑ Roof structure ❑ Roof nailing Special inspections have been provided by Carlson Testing, as required by plan review comments and the UBC, chapter 17. CIDA has reviewed the reports of the special inspector, and has found general compliance with design or code requirements. C Sincerely, Xk &4A? 9 Mike Nelson, S.E. u J MNlskw cc: Dan Dolan,A-Boy Bill Ward,Grigsby Construction File !ARCHITECTURE •ENGINEERING ♦PLANNING ♦LANDSCAPE FIGENADMINIPROJECT51971971251finalinspect-1 28 99 ♦INTERIORS January 19, 199 CffY OF Carlson Testing OREGON PO Box 23814 Tigard, OR. 97281 PERMIT NO: BUP 99-0018 OWNER: Dolan and Company, LLC PROJECT ADDRESS: 12550 SW Main Street PROJECT DESCRIPTION: Monument Wall TYPES OF SPECIAL INSPECTION: Structural C, Tial Inspection The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code,permit documents and special inspection requiremer.fs. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency, the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the building division, Architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you inspect. (See UBC Appendix Chapter 13 for soils special inspection final report requirements.) If you fail to comply with the above requirements,there may be cause for the City to revoke your authority as special inspector for this job. Should you have any questions,please call me at(503)639-4171 X 392. Sincerely, Ro ert D. Poskin, C.B.O. Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 CITY OF TIGARD A Program for Inspection Services and/or Material Testing Date: 11 1-\ .1919 City of Tigard: Plan Ck. No. I-- dj<-_ Bup No. g9- volf, Sit No. A-&/ Project Title: VMAv ang.•i 1 (,cat,- Address i Zs5y !�,w ofa,.J _ Architect of Record (f I Dry pi;: address: Pu Phu !$1ca - L A?a * Structural Engineer of Record: , Ph. address: Geo-Technical Engineer of Record: Ph. address: Provide the foUowina information for the testing agency chosen to provide inspection services anWar testing Testing Agency: 642ue,�e)- 'mss».JG, _ Ph. —Fax. address /'0 x l3 P i d Geo-Technical Agency: _ Ph. —Fax. address The owner certifies that the above noted Agency has been employed to conduct the special inspections or observations required herein. r i a. 6 l�N,,,J e _ SOtwjfOwne Phone No. Date Prim name Company name The following is a list of special inspection and/or services required by the 1996 Oregon Structural Specialty Code and Tigard's Municipal Code 14.06.010 through 14.06.040. The special inspections and/or testing services required for this project to be provided by the Testing Agency, Structural Engineer or Geo-Technical Engineer of Record are as follows: • Special Inspectors for the Testing Agency shall be qualified, to the satisfaction of the Building Official,for inspections of the particular type of construction or operation. • Special inspectors shall observe the work assigned herein for conformance with the approved plans and specifications and,submit copies of all inspection reports and,a final signed report in accordance with OSSC, Section 1701.I to the building official. Structural Inspections Services and Material Testing Category Description of Services Requited Provide BY Yee/No 1.Concrete. OSSC, Section 1701.5.1 and Section 1903, 1904 and 1905 a Review concrete mix designs b Inspect the placing of reinforced concrete. C Observe the taking of test specimens. d. _ 2. Bolts Installed in concrete. OSSC,Section 1701.5.2 a Prior to and during the placement of concrete around bolts when stresses ermined by section 1925 are utilized. _ b. 3.Special Moment-resisting Frame. OSSC, Section 1701.5.3 and taction 1921.9 a Provide continuous inspection of the placement of reinforcing steel and concrete,and submit a certificate indicating compliance. b. 4. Reinforcing Steel and Pre-Stressing Steel Tendons. OSSC, Section 1701.5.4 a Inspection of reinforcing steel and pre stressing tendons before stressing and croutinit of tendons in pre stressed concrete b Observe and record results of all tendon stressing in pre stressed concrete. _ C Observe grouting of all tendons in pre stressed concrete d. 5.Structural Welding. OSSC,Section 1701.5.5 and Section 1703 a Observe the welding of any member or connection designed to resist loads and forces required by the OSSC. b Visually inspect floor and roof deck welding. C. Visually inspect welded studs when used for structural diaphragm or composite systems. (shear walls) d Visually inspect welding of stairs and railing systems. e Check crttificati.m of welders doing work on site. 0 — f Visually inspect the welding of studs and joist.(part of a.) J Observe the welding of special moment-resisting steel frames,and 'p g' conduct non-destroctive testing required by OSSC,section 1703. u }1 Observe the welding of reinforcing steel. J 1. Category Description of Services Y 1116"N, CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd.,Tigard,OR 97223(503)6394171 ELECTRICAL PERMIT — RESTRICTED ENERGY PERMIT N: ELR99-0032 DATE ISSUEDs 03/01/99 PARCELe 2S102AC-00700 SITE ADDRESS. . . : 12550 SW MAIN ST SUBDIVISION. . . . :BURNHAM TRACT ZONINGeCBD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . s001 .7URISDICTNs TIG Project Description: Install telecumminication system and intercom/paging systems. ------------------------.-------------------------------------------------------- A. RESIDENTIAL------ -- B. COMMERCIAL-------------------------------------- AUDIO & STEREO. . . : AUDIO & STEREO. . : INTERCOM & PAGING. . eX BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GARAGE OPENER. . . . : CLOCK. . . . . . . . . . e MEDICAL. . . . . . . . . . . . s HVAC. . . . . . . . . . . . . : DATA/TELE COMM. . :X NURSE CALLS. . . . . . . . e VACUUM SYSTEM. . . . : FIRE ALAPi. . . . . . s OUTDOOR LANDSC LITE: OTHER: : : HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . : INSTRUMENTATION. : OTHER. . e it TOTAL M OF SYSTEMSe 2 Owner: ---------------------------------------------------- FEES ----------------- A—BOY type amicunt by date recpt 12550 SW MAIN STREET PRMT $ 80.00 GEO 03/01/99 99-313311 TIGARD OR 97223 5PCT $ 4. 00 GED 03/01/99 99-313311 Phone M: 226-1285 Contractor: --___.___------------------------------------ ------------------------- AMERICAN TELECOM INC $ 84. 00 TOTAL :410 SE 11TH AVE ------- REQUIRED INSPECTIONS ------- IPORTLAND OR 97214 Low Voltage Insp `Phone M: 236-8991 Elect' 1 Final Reg M. . : 007723 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work Mill be done in accordance with approved plans. This permit Mill expire if work is not started within 180 days of issuance, or if work is suspended for more than IN days. ATTENTION: Oregon law requires you to follow rule adopted by the Dregon Utility Notification Center. Those rules are set forth in DAR 952-001-0010 through OAR 952-01-M You may obtain copies of these rules or dir ues o at (503)246-1987. Q, Iss�_:ed by Permittee Signature tn --- -------------- ---------OWNER INSTALLATION ONLY----------------------------- The installation is being made on property I own which is not intended for sale, lease, or rent. m OWNER' S SIGNATURE: DATE: W ------------------------CONTRACTOR INSTALLATION ONLY---------------------------- _J ,( / SIGNATURE OF SUPR. ELEC' N: "� _ DATE: LICENSE NO: +++.+++++++++++++++.-+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Call 639--4175 by 7:00 P. M. for an inspection needed the next business day ++++++++++++++++.++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 90f 9 -ooGy I CITY OF TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Recd by: F 13125 SW HALL BLVD Date Rec'd: N TIGARD OR 97223 PRINT OR TYPE V- 503-639-4171 X304 Permit : FiG 5�-0503� F-503-684-7297 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: WILL NOT BE ACCEPTED Name of Development Project TYPE OF WORK INVOLVED-RESIDENTIAL ONLY -� ,+ Restricted Energy Fes........................................ $40.00 -/20 �� .+ (FOR ALL SYSTEMS) ,JOB Street Address Ste Check Type of Work Involved: ADDRESS /e� � - Cit /Sta a C, 7Lt } Phone k EJ Audio and Storeo Systems 1 Nbfne ❑ Burglar Alarm OWNER Mailing Address ❑ Garage Door Opener- II City/State Zip Phone* ❑ Heating,Ventilation and Air Conditioning System* I Name ❑ Vacuum Systems- AreqiA& ❑ Other CONTRACTOR Mailing Address i 2Ave TYPE OF WORK INVOLVED-COMMERCIAL ONLY (Prior to issuance a Cit ISta / Zip Phone 0 Fee for each system.............................................. =40.00 copy of all licenses r fir•. 2/ (SEE OAR 918-260-260) are required if Oregon Contr Brd Lia 0 Exp.Date expired in C.O.T. ) Check Type of Work Involved: data base). Electrical Contr. Lic * Exp.Date `• ]��•- CC�r /p�-�f ❑ Audio and Stereo Systoms C O.T or Metro Lic.N Exp-Date ❑ Boiler Controls Owner's Name ❑ Clock Systems OWNER- Mailing Address APPLICANT 91 Data Telecommunication Installation City/State Zip Phone N ❑ Fire Alarm Installation This permit is issued under OAE 918-320-370. This applicant agrees to make only restricted energy installations(100 volt amps or less)under this ❑ HVAC permit and to do the following: ❑ instrumentation I 1. Only use electrical licensed persons to do installations where required. Certain residential and other transactions are exempt from licensing. Intercom and Paging Systems I These have asterisks('). All others need licensing; ❑2. Call for inspections when installation under this permit are ready for Landscape Irrigation Control* inspection at 503-639-4175; ❑ Medical 3. Purchase separate permits for all installations that are not ready for an ❑ Nurse Calls inspection when the inspector is out to inspect under this permit; 4 Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lighting* inspector are done, end; ❑ Protective Signaling 5 Assume responsibility for calling for a final inspection when all of the corrections are completed. ❑ Other_ Permits are non-transferable and non-refundable and expire if work Is not started within 180 days of issuance or work is suspended for 180 days. Number of Systems The person signing for this permit must be the applicant or a person No licenses are required licenses are required for all other installations mithorized to bind the applicant _ FEES,: Signature ENTER FEES s 5%SURCHARGE(.05 X TOTAL ABOVE) _ Authority if other than Applicant TOTAL : �____ i klsiskresele doc 7197 __ CITY OF TI,9AP.D DEVELOPMENT SERVS 13125 SW Hall Blvd.,Tiprd,OR 97223(503)6194171 ,ERTIFwATE OF OCCUPANCY PERMIT M. . . . . . . a BUP98-0069 DATE ISSUED: 03/23/99 PARCEL: 29102AC -00700 SI`t'E ADDRES a. . . : 12'550 SW MAIN ST SUDDI V 1 S I ON. . . . :BURNHAM TRACT XONI NG i CBD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :001 ,JURISDICTION: TIG CLASS OF WORK. aNEW TYPE OF USE. . . :COM TYPE OF CONSTR:3N OCCUPANCY GRP. :M OCCUPANCY LOAD: 567 TENANT NAME. . . :A—BOY Remarks : Phase I of A-Boy -- 16, 995 sq. ft. and mezzanine of 796 sq. ft . f eplAcem original Building Permit Bup9!'t-0078 Owner: DOL_AN & CO LLC 1919 NW 19TH AVE PORTLAND OR 97209 Phone #: Contractor: GRIGSBY CONSTRUCTION iNC 8114 SW NIMBUS AVE BEAVERTON OR 97008 Phone M: 641­7343 Req #. . : 45073 This Certificate grants oc_- upancy of the above referenc Pd bul. 1 -i i ng or portion thereof and confirms that the building has been inspected for compliance with the State of Or,tyon Specialty Codes for the rcrl.rp, occupancy, and use under CL whir_h the referenced permit was issued. UT LL �J T L.D I I�Ir NSGE:L 0 1 I LD I NB FICIAL fn (7 POST IN CONSPICUOUS PLACE` W CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT M: ELC98-0376 13125 SW Hall Blvd.,77gard,OR 97223 (503)W4171 DATE ISSUED: 07/09/98 PARCEL: 2SIO2AC-00700 SITE ADDRESS. . . : 12550 SW MAIN ST SUBDIVISION. . . . :BURNHAM TRACT ZONING:CBD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . 1001 JURISDICTION: TIG Project Description: Temporary service for commercial tenant. ------------------ --RESIDENTIAL UNIT---- ---TEMP SRVC/FEEDERS---- -----MISCELLANEOUS----- 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . : 1 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 5O0SF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FDR. . : 0 601+amps--1000 volts. : 0 IMINOR LABEL ( 1O) . . . 3 0 -----SERVICE/FEEDER---- ----BRANCH CIRCUITS----- ---ADD'L INSPECTIONS--- 0 - 200 amp. . . . . . : 0 W/SERVICE OR FEEDER: 4 PER INSPECTION. . . . . : 0 201 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 - 1000 amp. . . . . : 0 -------------------PLAN REVIEW SECTION---------------- 1000+ amp/volt. . . . . : 0 >-4 RES UNITS. . . . . . . . : > POO VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR >- 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: -------------------------------------------------- FEES ---------------- A-BOY type amount by date recpt 12520 SW MAIN ST PRMT $ 70. 00 DI_H 07/08/98 98-307184 TIGARD OR 97223 SPCT $ 3. 50 DLH O7/Oe/98 98-307184 Phone #!: Contractor: ---------------------------- PAGEL ELECTRIC $ 73. 50 TOTAL_ 190-7 21ST AVE ------- REQUIRED INSPECTIONS ----- FOREST GROVE OR 97116 Ceiling Cover Elect' l Service Phone #f: 357-4013 Wall Cover Elect' 1 Final Reg ##. . : 000215 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Cedes and all other applicable laws. All Mork will be done in accordance with approved plans. This permit will expire if work is not started within 189 days of issuance, or if work is suspended for more than 188 days. ATTENT1OM: Oregon law requires you to follow the rules adopted by the Oregon Utility Nntification Center. Those rules are set forth in OAR 9"1-81! through OAR 9S2-*1-1987. You may obtain a copy of these rules or direct questions to OLK by calling 15131246-1987. Permittee Signature: Issued By: a F- y ------------- --------------OWNER INSTALLATION ONLY-------___-------------____-- r The installation is being made on property I own which is not intended for J sale, lease, or rent. -/ m OWNER' S SIGNATURE: N DATE: W --------------.----------CONTRACTOR INSTALLATION ONLY----------------------------- J / SIGNATURE OF SUPR. ELEC' N: O� �/�6 / e,*77OAI DATE: LICENSE NO: ++++++.++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Call 639-4175 by 7:00 p. m. for an inspection needed the next business day +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ A . Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Permit # L_L C 5?f 3 7 Date Issue-! Phone (503) 639-4171 CITY OF TIOARD FAX (503) 684-7297 TDD No. (503) 684-2772 Inspection (503) 6394175 1. Job Address: 4. Complete Fee Schedule Below: Name of Development 4 Number of Inspectlonst per permit allowed Address_ I �r,, 0 Service included: Items Cost(es) Sum City/State/Zip 7-1--j4a. Residential -per unit 1000 sq, ft or less $110,00 4 Name (or name of business) Each additional 500 sq it or �y portion thereof $2500 1 Commercial L_J Residential ❑ Limited Energy $25.00 Each Menurd Home or Modular Dwelling Service or Feeder 36x.00 2 2a. Contractor installation only: 4b. Services or Feeders Electrical Contractor c 1 In 200 empsaorerati n,or relocation $eo 00 2 Address 201 amps to 400 amps $60 00 _ 2 401 amps to 600 amps $120.00 2 City i State Zip 601 amps to 1000 amps $150.00 2 Phone ND._ ri�]- Over 1000 amps or vone $340.00 2 Job NO. Reconnect only $5000 2 contractor's license NO. j V_ �` 4c. Temporary Services or Feeders Contractor's Board Ream No. t' Installation,alteration,or relocation Signature of Supr. Elec' 200 amps or less �D z 201 amps to 400 amps $50.00 License No. - S Phone No J-C�7V01 401 amps to 000 amps $75.00 2 1111111-71F Over 600 amps to 1000 volts $100.00 2b. For owner'installations: see"b"above 4d. Branch Circuits Print Owner's Name _ New,alteration or extension per pane Address a)The fee for branch circuits with purchase of service or Nader fre. 2 CltyState _ Zlp_ Each branch circuli $5.00 Phone No. b)The fee for branch circuits without The installation is being made on property I own which is purchase of service orhederfes.Firs s not intended for sale, lease or rent. Each branchnal branch $$500 Each eddttional branch circuit $5.00 Owner's Signature _ 4e. Miscellaneous (Service or feeder not included) 2 3. Plan Review section (if required): Each pump or I"Irtion circle $40.00 2 Each sign or outline lighting $40.00 S'gnal circult(s)or a limited energy 2 Please check appropriate Item and enter fee In section 5B. panel,alteration or extension $40.00 a _4 or more residential units in one structure Minor Labels)10) $100.00 Service and feeder 225 amps or more System over 600 volts nominal 4f.Each additional inspection over N the allowable in any of the above Classified area or structure containing special occupancy Per - as described in N E C Chapter 5 Per hour $5hour tion 5.00 $55.00 J In Plant $55.00 m Submit 2 sets of plans with application where any of the above 0 apply. Not required for temporary construction services. 5. Fees: W 5a. Enter total of above fees $ NOTICE 5%Surcharge (.05 X total fees) $ r'ERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 25%of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required (Sec.3) $ A PERIOD OF IPO DAYS AT ANY TIME AFTER WORK IS Srru��btotal $ COMMENCED * LJ Trust Account A a Balance Due $ . S� IVIA-4 v► �� I A--i "r 3 v a CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639.4175 Business Line: 6394171 BUP �S ?� Date Requested r 1 -9 AM PM BLD Location f Z�5 Z 0 "U��� Suite MEC Contact Person �`"�CyIj F-& Ph - 3 PLM Contractor ` Ph SWR BUILDING Tenant/Owner ELC V-003 7 Retaining Wall ELR Footing Access: Foundation FPS Ftg Drain SGN Crawl Drain Inspection Notes: Slab _ SIT Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation .� Drywall Nailing Firewall --7 Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Misc: Final PASS PART FAIL _ PLUMBING Post&Beam Under Slab Top Out Water Service Sanitary Sewer Rain Drains Final PASS PART FAIL — MECHANICAL Post& Beam Rough In Gas Line — Smoke Dampers Final — — P RT FAIL ELECTRICAL 4. Rough In W UG/Slab Low Voltage Fire Alarm J Fi ED S PART FAIL 0 J Backfill/Grading - Sanitary Sewer Storm Drain [ J Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ ]Please call for reinspection RE: [ ]Unable to inspect-no access ADA Approach/Sidewalk Other Date Inspector6vt-�/ Ext Final PASS PART FAIL DO NOT REMOVE this Inspection record from the job site. t CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #.- EL.C98-0547 13125 SW Hall Blvd.,Tlga►d,OR 97223(503)6394171 DATE ISSUED: 09/18/99 PARCEL: 2S•1020C-00700 SITE ADDRE,:'..�. . . : 12550 SW MAIN ST SIUBDIVI5ION. . . . :DURNHAM TRACT ZON1NG:CBD SLOC1;. . . . . . . . . . . LOT. . . . . . . . . . . . . :001. .JURISDICTION: TIG V.,v o J r Description : Add electrical for a new building. - RESIDENTIAL UNIT—__- -- TFIhP SRVC/FEEDERS-----.- 1000 SF OR LESS. . . . : 0 0 -- 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . 1 0 EPCH ADD' L 50OSF. . . : (T 201 400 amp. . . . . . . . 0 SIGN/OUT LINE LTG. . : 0 LTMITED ENERGY. . . . . : 0 401 — 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MnNF. IAM/ SVC/FDR. . : 0 601+amps-1040 volts. : 0 111 NOR L..ABEI ( 10) . . . : 0 -----SERVICE/FEEDER---- ----BRANCH CIRCUITS------- ---•-ADD' L INSPECTIONS_--. 0 — 200 amp. . . . . . : 4 W/SERVICE OR FEEDER: 199 PER INSPECTION. . . . . : 0 4.00 amp. . . . . . . '2 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 •- 600 amp. . . . . . : 0 FA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . . . . : 0 601 — 1.000 amp. . . . . : 1 ----------------PLAN Rt^V T FW CECT I ON--__._.----_._-._—_._. _ 1000+ amp/volt. . . . . : 0 ) =-4 RES UNITS. . . . . . . . : > (',00 VOI...T N01ITNAI.. . : Reconnect only. . . . . : 0 SVC/FDR >= 225 AMP'S. . : CLASS AREA/SPEC OCC. : Owner: -_ _..._....____._ .__._.-____.____._________.._._____.___..___.______— FEES A -Lrn, type amount by date reept 1252,10 SW MAIN STREET r RMT t 1570. 00 DON 013/15/913 98 , 309132`3 TIGARD 04 97223 5PCT $ 78. 50 SON 09/15/98 98--309139 PICK $ :92. 50 DON 09,115/98 98 -309139 rr.nne #: rnrntract or: PHOENIX ELECTRIC CO $ 20/41 . 00_ TOTEM_. 7379 SW TECH CENTER DR. ------•-- REQUIRED INSPECTIONS TIGARD OR 97223 Ceiling Cover Elect' 1 Service F'hane #: 684-3600 Wall Cover Elect' 1 Final. Reg ff. . : 000522 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all other applicable laws. All Mork will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-'101-0010 through OAR 952-001-1987. You say obtain a copy cf these rules or direct questions to W. , by calling f5031?46-1987. rmi.ttee Sigratrrru CR1-kC TIL '. - 0M N ______...___—_—_—__—OWNFR TNSTALLATION The installation is being made or, property T own which is not intended for I .J 7ea!,e, or rent. IIII m nWhIFR' S 5I(73NATl_1RE: DATE: C7 W _..... _ ._._. ._._ ..._..___._.. -•CONTRACTOP INSTAL..I_PTT,JN ON1 Y a G I ONATURE OF E;UPP. ELEC' N: C1n_ I�_ � DATE: TCENSE NC).* f+f•+++•+++++++++++•++i•++++++•h++•F•+++++++++++++++4•++++++++++4-++++4-+-I-+-1-+++++++++++++ Call, 639-41.77 by 7:00 p. m. for an inspection needed the next business day ' 1•4•++4-+1- -+++++-1 +4•+++++++++.4++++•++•++•1-+++++.F++4-++++++4+++++.++++++++++++++++++++ CITY OF TIGARD Electrical Permit Application PlanCheo 13125 SW HALL BLVD. Recd By Date Recd TIGARD OR 97223 r Date to P.E.S'- Phone(503)639.4171, x304 Date to DST Inspection (503)639-4175 Print or Type Permit N -OS Fax (503)6e4-7''97 Incomplete or illegible Will not be accepted Called 1. Job Address: 4. Complete Fee Schedule Below: Name of Development - E ltj�- ,rr+ l"n l m h I Number of Inspections per permit allowed Name(or name of business) L)e-cf Pklll� Service Included: hems Cost Sum Address O :5 /►ISI 4a. Residential-per unit City/State/Zip T,. r U 77223 1000 sq.ft,or less -e $110.00 r 4 ryry�� Each additional 500 sq.ft.or Commercial yL1i Residential❑ portion thereof i $25.00 Limited Energy � $25 00 Each Manul'd Home or Modular 2a. Contractor installation only: Dwelling Service or Feeder $68.00 2 (Attach copy' II current Ilce ps) 4b.Services or Feeders Electrical Contractor Installation,alteration,or relocation 60 Address. 73 N 15w*** C- ti C 200 amps or less $80.00 2 - 201 amps to 400 amps $80.00 2 City State _Zip `Y7ZZ3 401 amps to 600 amps $120.00 2 Phone N . _ 601 amps to 1000 amps 1- $180.00 2 Job No. Yxy Over 1000 amps or volts $340.00 2 Reconnect only $50.00 2 Elec. Cont. Lica. No. C- Exp.Date_ OR State CCB Reg. No. 6.7.2,1;% _Exp.Date 4c.Temporary Services or Feeders COT Business Tax or Metro No.2.Lq 7 Exp.Date Installation,alteration,or relocation 200 amps or less $50.00 2 Signature of Supr. Elec'n / 201 amps to 400 amps $75.00 __ 2 -� � - 401 amps to 600 amps $100.00 2 c� Over 600 amps to 1000 volts, License Nr Exp.Date see"b"above. Phone N, 1t''1 - - 4d.Branch Circuits New,alteration or extension per panel 2b. For owner installatin►rs: a)The lee for branch circuits with purchase of service or Print Owner's Name feeder fee. �] Address Each branch circuit $5.00 r r 2 Ad AdState Zip b)The lee for branch circuits City- p without purchase of Phone N0._ _ service or feeder fee. First branch circuit $35.00 2 The installation is being made on property I own which is not Each additional branch circuit_ $5.00 2 intended for sale,lease or rent. 4e.Miscellaneous (Service or feeder not Included) Owner's Signature Each pump or irrigaltor,circle $40.00 2 Each sign or outline lighting $40.00 2 3. Plan Review section (if required):' Signal circuit(s)or a limited energy panel,alteration or extension $40.00 2 L Minor Labels(10) _ $100.00 r Please check appropriate Item and enter fez in section 5B. _ 4 or more residential units in one structure 4f.Each additional Inspection over Service and feeder 225 amps or more the allowable In any of the above �.�System over 600 volts nominal Per Inspection $35.00 Classified area or structure containing special occupancy Per hour $55.00 p as described in N.E.C.Chapter 5 In Plant _^ $55.00 _ U 'Submit 2 sets of plans with application where any of the above apply. S. Fees: Not required for temporary construction services. 5a.Enter total of above fees $ 5%Surcharge(.05 X total fees) $ NOTICE Subtotal $ 5b.Enter 25%of line 5e for PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review it r uired(Sec.3) $ NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY r-� I TIME AFTER WORK IS COMMENCED. LJ Rust Account 0 Total balance Due f I OSTSTLc96 APP nev 9196 CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 q BUP �� •� Date Requested ?` / AM�PM BLD Location vZ - G11kt1rL >dt Suite MEC Contact Person �� Ph z2�Lq- 1q60 PL Contractor Ph b SWR BUILDING Tenant/Owner ELC Retaining Wall V ELR Footing Foundation Access: it A n P /• w FPS Fig Drainlt /' vW ,UUI'' SON Crawl Drain Inspection Notes: V t/ Slab SIT Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing _ Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Misr.: _ Final RT FAIL. �- — �.•�'� u BIN Post&Beam Under Slab Top Out Water Service Sanitary Sewer IRsla rains PART FAIL IMEMNICAL Post&Beam - Rough In Gas Line Smoke Dampers Final PASS PART FAIL ELECTRICAL - Service Rough In UG/Slab Low Voltage Fire Alarm j Final 1 PASS PART FAIL 1 SITE i t Backfill/Grading Sanitary Sewer Storm Drai i [ ]Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin RE:reinspection ei ll f Please call rns Fire Supply Line [ ] p [ ]Unable to inspect-no access ADA ApprOther Date Date Inspector Ext Final PASS PART FAIL DO NOT REMOVE this Inspection record from the fob site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST j0 24-Hour Ine,-ection Line: 639-4175 Business Line: 638-4171 /71/I�� BUP Date Requested "��O �t1 M PM `gyp �- Location�Z ,,� �>�r1�.r12 � Suite � - Contact Person Ph 4i/ L Contractor_ - Ph BUILDING- Tenant/Owner " - ELC Retaining Wall ELR Footing Access:Foundation FPS Ftg Drain (,/• I�7 C . Crawl Drain Inspectio Notes: SGN Slab 4 4 A Post&Beam - Ext Sheath/Shear Int Sheath/Sheer Framing Insulation — -- Drywall Nailing Firewall —� Fire Sprinkler i Fire Alarm Susp'd Ceiling J Roof Misc: _ Final P FAIL LUMBING — Under Slab Top Out - -- — -- Water Service Sanitary Sewer —-- Dains ' PART FAILNIC,4L Post&Beam Rough 'n Gas Line Smoke Dampers Final PASS PART FAIL ELECTRICAL — a Service -- _ Rough In UG/Slab N Low Voltage Fire Alarm _ J Final PASS PART FAIL _ SITE J Backfill/Grading --- — Sanitary Sewer Storm Drain [ ]Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hell Blvd Catch Basir, Fire Supply Line [ ]Please call for reinspection RE. / [ ]Unable to inspect-no access ADA Approach/Sidewalk ��_ Other Date 2 Inspector Ext Final PASS PART FAIL DO NOT REMOVE this Inspection record from the job site. CITY OF TRD PLUMBING PERMIT DEVELOPMENT SERVICE PERMIT M. . . . . . . : PLM98-0224 13123 SWHsHBlvd.,Tiglyd,IOR97M (503)64171 DATE ISSUED: 07/20/98 PARCEL: 2SIO2AC-00700 SITE ADDRESS. . . : 12550 SW MAIN ST SUBDIVISION. . . . : BURNHAM TRACT ZONING: CBD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :001 JURISDICTIONS TIG --------------•------------------------------------------------------------------ CLASS OF WORK. . :NEW GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. e 0 TYPE OF USE. . . . :COM WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : 0 OCCUPANCY GRP. . :B FLOOR DRAINS. . . . . . e 1 TRAPS. . . . . . . . . . . . . . 1 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 1 CATCH BASINS. . . . . . . e 0 FIXTURES--------------- LAUNDRY TRAYS. . . . . : 1 SF RAIN DRAINS. . . . . 1 0 SINKS. . . . . . . . . : 0 URINALS. . . . . . . . . . . 1 0 GREASE TRAPS. . . . . . . 1 0 LAVATORIES. . . . 1 2 OTHER FIXTURES. . . . : 3 TUB/SHOWERS. . . : 0 SEWER LINE (ft). . . S 100 WATER CLOSETS. : 2 WATER LINE (ft) . . . 1 100 DISHWASHERS. . . . : 0 RAIN DRAIN (ft) . . . : 100 Remarks: Installation of plumbing fixtures in new building. Owner: ------------------------------------------------- FEES -------------- DOLAN & COMPANY LLC type amount by date recpt 1919 NW 19TH AVE PRMT • 170. 00 GED 07/17/98 98-307449 PORTLAND OR 97209-1735 PLCK $ 42. 50 GED 07/17/98 98-307449 5PCT $ 8. 50 GED 07/17/98 98-307449 Phone M: Contractor---------------------------------- POWER PLUMBING CO P O BOX 23144 TIGARD OR 97281 ------------------------------------ Phone M: 244-1900 $ 221. 00 TOTAL Reg M. . : 000523 ------- REQUIRED INSPECTIONS -------- This permit is issued subject to the regulations contained in the Sewer Inspection Tigard Municipal Code, State of Ore. Specialty Codes and all other Water Line Insp _ applicable laws. All work will be done in accordance with Water Service In approved plans. This permit will expire if work is not started Water Service In 4ithin 180 days of issuance, or if work is suspended for more Underfloor/Under a than 180 days. ATTENTION: Oregon law requires you to follow rules Underfloor/Under adopted by the Dregon Utility Notification Center. Those rules are Top—out Insp v~i set forth in OAR 952-MI-011 through OAR 952.4M-*N. You may Storm Drain Insp obtain copies of these rules or direct questions to OLK by calling :storm Drain Insp J (503)246-1987. Rain Drain Insp m Final Inspection t9 W J bo 0.w Cd�,PGw LL Issued By: Permittee Signature: hTl _ (wwjtw'..^.� ++++++++++++......f++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Call 639-4175 by 7:00 p. m. for an inspection needed the next business day +++++++++++++++++•Ftt++++t++t+++t++tt++++++tt++++ttt+t........4..t++tt++++ttt+t CITY OF TIGARD Plumbing Permit Application ��� Men Check� 13125 SW HALL BLVD. Commercial and•Residential I� Rac'd By TIGARD, OR 97223 , / �; Date Recd 7 (503) 639-4171 I `, � a ( ; R, Date to P.E. -�4t-7e Print or Type ,� �� Date to DST Incomplete or Illegible applications will not be acceptec�w� Pen""'r 1 ; r. Relatedt7j Caped Name of Development/Project On back Indicate 1Nork Parfo by fixture. Job A BOY BLDG. PHASE I FDOtp1Ea` wl)•ii / '„.�'r,: ,,-, QTYq PRICErk2lza�Fo T Address Street Address Suite Sink 9 - 1252.0 SW MAIN ST �- Lavatory 2 -1,,�ie- Bldg I Clty/State Zip Tub or Tub/Shower Comb. TIGARD OR 97225 9.00 Name Shower Only 900 DOLAN AND COMPANY LLC Water Closet � r Owner Mailing Address Suite Dishwasher 1919 NW 19th ave _ Garbage Disposal 9.00 Ylffl�D OR fig 2 0 9-1 1r 2 2 5--9 0 0 9 Washing Machine 9.00 Name Floor Drain 2• A BOY !'- Occupant Mailing Address Suite Y•W 12520 SW MAIN ST. 4� 9. City/StateZip Phone Water Fester QCconversion O like kind 70 n ') O T ND_OR=@7281 619 .4321 Laundry Room Tray Name .Urinal900 POWER PLUMBING CO. Other Fixtures(Specify) Contractor Meiling Address Suite 9.00 PO BOX 23144 FIT LEVEL DRINKINF UNTA N 1 `-` Prior to permit Clty/State Zip Phone IN p,e.�Q issuance,a copy PORTLAND OR 97281 244-1900 HOSE BIBB 2 of all licenses are Oregon Const.Cont.Board LlcA Exp. ate required it Water expired In COT Plumbing Lic.aK Frrp.Da e — database _ PB Water Service-esd+addrdonal 200' Name Storm 6 Rain Drain• lot 100' Architect Storm 6 Rain Drain-each additional 100' !t7 or Mailing Address Suite ` Mobile Home Space 25.00 Commercial Badt Flow Prevention Device or Anti- 25.00 EngineerCIty/Slate Zip Phone Pollution Device ,, Residential Baddlow,Prevention Devkx+' 15.00 17escribe work New O Addition O Alteration O Repair O Any Trap or Waste Not Connected to a Fixture 9.00 to be done: Residential O Non-resldential O Catch Basin Additional description of work: 9.00 Insp.of Existing Plumbing 40.00 /hr Specially Requested Inspections 40.00 NEW BUILDING rmr Q. Rain train,single farm dwelling� Existing use of g IY 9 30.00 building or property Grease Traps 9 fn �. Proposed use of QUANTITY TOTAL H building or property Isornstrle or rear dlogrom Is required If Quare Taal to >19 "•. }�;`: J 'SUBTOTAL M I hereby acknowledge that I have read this application,that the Information 0 gi+•en is correct,that I am the owner or authorized agent of the owner,and 5%SURCHARGE ,- UI that plans submitted are in compliance with O on State Laws. J tun of Owned Date —PLAN REVIEW 25%OF SUBTOTAL R If}Gala qty.total is.,e Contac ;ERG Name t3 TOTALtir Phone •Minimum permit fee is$25+5%surcharge,except Residential Backitow OHN O 244-1900 Prevention Device,which Is$15+596 surcharge -All New commercial Buildings require plans with Isometric or'riser diagram and plan review C, IYt».lpklmb.pp.doc 5ISr9e v PLEASE COMPLETE: r Fixture Type Quatitity by Work Performed New Moved Replaced Removed/Capped Sink Lavatory Tub or Tub/Shower Combination Shower Only Water Closet Dishwasher Garbage Disposal Washing Machine Floor Drain 2» 3" 4'► Vypter Heater 1-4undry Room Tray Urinal Other Fixtures (Specify) :OMMENTS REGARDING ABOVE: L_ R 'J 1*tjV1 mbWP Me 94" CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4176 Business Line: 639-4171 • • J, 30 BUP Date Requested AM_ PM BLD LocationLf/6j Suite MEC Contact Person Almlwi Ph Tit?,j 4Q7,2! PLM Contractor 14 VAC T-Il.,e, _® Ph SWR BUILDING Tenant/Owner OQ- ELC Retaining Wall ELR Footing Access: Foundation �aa %/ FPSFtg Drain 7 Crawl Drain Inspection Notes: �� n / rr' SGN Slab �Le lit �,C SIT Post& Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof Misc: Final PASS PART FAIL PLUMBING Post&Beam Under Slab Top Out Water Service Sanitary Sewer Rain Drains Final PASS PART FAIL A Post& Beam — Rougn In Gas Line e ampe incl ASS RT FAIL ELECTRICAL IL Service Rough In N UG/Slab Low Voltage Fire Alarm ,J Final m PASS PART FAIL t7 SITE J Backfill/Grading — Sanitary Sewer Storm Drain [ )Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd BasiCatch n Fire h Basipply Line [ ]Please call for reinspection RE: _ [ )Unable to inspeM-no access ADA Approach/Sidewalk Other _ Date 1 d " Inspector Ext _ Final PASS PART FAIL DO NOT REMOVE this Inspection record from the job site. August 5, 1998 MY (N OREGON HVAC, Inc. 815 SE Sherman Portland, OR 97214 RE: A-Boy Mechanical Plan Review 12520 SW Main PC#: 08-01c MEC#k 98-0069 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1996 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: The attachment of permanent equipment (HVAC) supported by the building's structural components shall be designed to resist the total design seismic forces prescribed in Section 1603.2 of the Structural Specialty Code. Provide an angineer's design specifying attachment requirements[OSSC, Section 106.3.2 and OMSC, Section 304.41. 2. Each individual roof-mounted HVAC shall be permanently labeled as to the areas it serves [GMSC, Section 305.51. In addition, each unit shall be equipped with a power disconnect. A 120-volt receptacle shall be located within 25' of each unit[OMSC, Section 309.11. 3. Air moving systems (combination of units), supplying air in access of 2000 CFM to enclosed spaces, shall be equipped with an automatic shut-off. The smoke detectors shall be supervised when a fire detection or alarm system Is provided[GMSC, Section 6081. 4. Under the provisions of OSSC, Chapter 12,outside air is to be provided during all periods of business operation. Provide details on how you will provide shutdown of this system when the building is not occupied. a Please submit two copies of revised submittal documents and a letter indicating your response to F- the above comments for review. Please call me at(503)639-4171 if you have any questions. Sin ly, J o rt Poskin, CBO SENI R PLANS EXAMINER 13126 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 CITY OF TMECHANICAL DEVELOPMENT SERVICES PERMIT 13125 SW Hall Blvd.,Tigard,OR 97223(503)6394171 PERMIT 4k. . . . . . . : MEC98-031 1 DATE ISSUEDs 09/09/98 PARCEL : 2S102AC--00700 51 TE_ ADDRESS. . . : 1 P-550 SW MAIN ST !=,UBD I V I S I ON. . . . . BURNHAM 1 RACT ZONING: CBD FLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :001 JURISDICTION: TIG )_^CS OF WORK. . :NEW FLOOR FURN. . . . : 0 EVAP COOLERS: 0 TYPE OF USE. . . . :COM UNIT HEATERS. . : 0 'DENT FANS. . . : 1 OCCUPANCY GRP. . :M VENTS W/O APDL.: 0 VENT SYSTEMS: 0 r,TORIES. . . . . . . . : 1. BOILERS/COMPRESSORS HOODS. . . . . . . : 0 FUEL TYPES------------- 0-3 HP. . . . : 3 DOMES. 1 NC I N: 0 :GAS 3-15 HP. . . . : 1 COMML_. INCIN: 0 MAX INPUT: 0 BTU 15-30 HP. . . . : 0 REPAIR UNITS: 0 FIRE DAMPERS% . : 30-50 HP. . . . : 0 WOODSTOVES. . : 0 OAS PRESSURE. . . : 50+ HP. . . . : 0 CLO DRYERS. . : 0 NO. OF I.JN I TS--- -- ----- AIR HANDLING UNITS OTHER UNITS. : 0 f'URN ( 100K BTU: 3 (= 10000 cfm: 2 GAS OUTLETS. : 1 FURN ) =100K BTU: 0 > 10000 cfm: 0 Remarks : Installation of mechanical fixtures in new building. Owner: ---------------------------------------------------- FEES -------------- DOLF'.N d C1)MF'ANY LLC type amount by date recpt 1919 NW 19TH AVE PRMT $ 71. 00 GEO 09/09/98 98-308964 PORTLAND OR 97209-1735 PLCK $ 17. 75 GEO 09/09/98 98-308964 5PCT $ 3. 55 GEO 09/09/98 98-308964 Phone #: Contractor,: ------------------------------ HVAC (SEE 50897) 815 SE SHERMAN ------------------------------------ $ 92. 30 TOTAL PORTLAND OR '37214 Phone '239-4822' Reg #. . : 00050B --- ---- REQUIRED INSPECTIONS ------- This pewit is issued subject to the regulations contained in the Mechanical Insp _ Tigard Municipal Code, State of Ore. Specialty Codes and all other D ur t Inspection _ applicable laws. All work will be done in accordance with S. D. Shut—down approved plans. This permit will expire if work is not started Mise. Inspection 4. within 180 days of issuance, or if work is suspended for acre Final Inspection _ than 180 days. ATTENTION: Oregon law requires you to follow rules N adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 9%-001-0010 through OAR 952-001-0088. You may _ J obtain copies of 'these rules or direct questions to OUNC by calling _ m (503)246-9187. LU J -7 By : 4 - Permittee Signature . +++++++4.+++++++4++++++++++++++++++++++++++++++++++++++++++++. ++++*+++++++++++++ Call 639-4175 by 7:00 p. m. for inspections needed the next business day +.++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ CITY OF TtGARD mednanlicallRecd By 13125 SW HALL BLVD. Commercial and Residential J.O<< Den Reed TIGARD, OR 97223 (l� cora ro P.E. (563) 639-4171, x304 �9 f>.atoosT 3-90 Print or Type •' cau.d e _ yq - 1 � V Inccali late or illegible a plications will not be accepted dDescription t Table 1A Mechan"Code CITY PRICE AUT Job r1 548" A) Pen, Fee 4. -0. 10.00 Address - rst tro t.) Furnace to 100,000 BTU 6.00 CA `1"]Z� includ ducts&vents Name nam. buwwul 2.) Furnace 100.000 BTU+ 7.50 OwnerA - -F-�¢ --- including ducts&vents Z25v M Aaar.w Q � 3.) Floor Furnace - 6.00 71 O �j E iJ Y 6a�- vent C eves Zia PM>rra 4.) Suspended healer,well heater 6.00 by W 6Y 7,,z,*,- or floor mowNed heater Nwre(Of nrm of euar+..a�, 5.) Vent not I ndudad in appliance permit 3.00 Occupant Ma+rw Ado"$ J 6.) Boiler or comp,haat pump.at Gond. 5.00 to 3 HP:absorb unit to 100K BUT" c Zip 7.) BoUsr or carp,heat pwnp,air cored. `,� t 1.00 �3�o 3.15 HP:Nnorb Unit to SM BTU" Contractor Norm 6.) Boller or carp,haat pump,sR coed. 15.00 c1c, (Prior to VIVA, 15-30 HP;absorb units-1 mil BTU" �S. issuance Aaar.+s1 I 9.) Boller or comp.heel pump.air Gond. 22.30 applicant E t,r"✓K a v1 30-50 HP:sh a bi unit 1-1.75mN BTU" must provide an Pnorka 10.) Boller or,comp,hest pump,alr Gond. 37.50 contactor tN+ -121 ,�34 4$ �' >50 HP:absorb unit 1.75 rnil BTU" kerne orapan can cased urs EXP.Ojos 11.) Air hold"unit to 10.000 CFM � 4.50 9. 00 information n`1 7 (,-' 0 c� for COT con&miew Ta or Maao r 1 12.) Air handling unk tU,000 CFM 7.50 database). a 4��� �--f--"I Architect Name 13.) Non-portable evaporator cooler 4.50 or Me"AMMON 14.) Vent fan connected to a single duct / 3.00 CID Engineer cayrstare -- LP T�Ph- 15.) Ventilation system not WK*x d in 4.50 appliance peffrA Describe work New Addition O Alteration O Repair O 16.) Hood served by mechanical exhaust 4.50 to be done Residential O Non-residential O Additional Description of wrxk 17•) Don estio mom 7.50 16.) Commercial or industrial type 30.00 Incinerator Existing u9A of 19.) Repair units 4.50 building, .(operty 20.) Wood stove 4.50 Proposed use of 21.) Clothes dryer.etc. 450 building or property 22.) Other units 4.50 a Type of fuel-oil O natural gas LPG O electric O 23.) Gas piping one to four outlets 2.00 .f o fl H o� to I hereby acknowledge that I have read this application,that the 24.) More than 4-per outkts(each) .50 information given is correct,that I am the owner or authorized agent of J the owner,that plans submitted are in compliance with Oregon State QTY.SUBTOTAL m laws. / Cf Signature of OyredAgent Date 'SUBTOTAL W J �r 5%SURCHARGE /l •- Contact Person Name Phone PLAN REVIEW 25%OF SUBTOTAL !� TOTAL j i\dstVnechpmtdoe (rev 9 'Minimum permit fee is S25+5%surcharge n� ~Residential A/C requires site plan showing placement of Unit. �1�^ CITY 4F TIGARD DEVELOPMENT SERVICES BUILDING PERMIT 13128 SW Hall Blvd.,17gard,OR 87223 (303)6394171 PERMIT #. . . . . . . s BUP98-0069 DATE ISSUED% 07/09/98 PARCELS 2S102AC-00700 F.ITE ADDRESS. . . % 12550 SW MAIN ST SUBDIVISION. . . . % BURNHAM TRACT ZONINGsCBD BLOCK. . . . . . . . . . .. LOT. . . . . . . . . . . . . :001 JURISDICTIONiTIG ----------.--------------------------------------------------------------------- REISSUE: FLOOR AREAS----------- EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. sNEW FIRST. . . . % 16995 sf No Ss4HR Es W: TYPE OF USE. . . sCOM SECOND. . . : 0 sf PROTECT OPENINGS?---------- TYPE OF CONST. :3N MEZZ . . . s 796 sf No Sly Es Ws OCCUPANCY GRP. :B TOTAL------s 17791 sf ROOF CONST:CFIRE RET?sN OCCUPANCY LOAD: 567 BASEMENT. : 0 sf AREA SEP. RATED: STOR. : 1 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED% BSMT?: MEZZ?:Y REOD SETBACKS-------- REQUIRED------------------- FLOOR LORD. . . . .- 100 psf LEFTS 0 ft RG 1To 0 ft FIR SPKLSN SMOK DET. . sN DWELLING UNITSs 0 FRNT: 0 ft REARS 0 ft FIR ALRMsN HNDICP ACCsY BEDRMS: 0 BATHS: 0 IMP SURFACES 40415 PRO CORRSN PARKING% 0 VALUE. $: 679153 Remarks: This permit replaces 9UP%-W8 Owner: -------------------------------------------------- FEES -------------- DOLAN & CO LLC type amount by date recpt 1919 NW 19TH AVE PLCK $ 1040. 33 B 02/09/98 98-303173 PORTLAND OR 97209 FIRE $ 593. 47 B 02/09/98 98-303173 PRMT $ 1883.00 DLH 07/09/98 98-307203 Phone #: 225-9009 5PCT $ 94. 15 DLH 07/09/98 98-30720.3 PLCK $ 183. 62 DLH 07/09/98 98-307203 Contractor: -------------------------- FIRE $ 159. 73 DLH 07/09/98 98-307203 GRIGSBY CONSTRUCTION INC EROS $ 184. 00 DLH 07/09/98 98-307203 8114 SW NIMBUS AVE ERPC $ 119. 60 DLH 07/09/98 98-307203 BEAVERTON OR 97008 Additional fees not shown here. . . . . . . . . ------------------------------------ Phone #: 641-7343 $ 22030. 50 TOTAL. Reg #. . : 45073 --REOUIRFD ACTIONS or INSPECTIONS---- This permit is issued subject to the regulations contained in the Foot/Found Insp Reinforced concr Tigard Municipal Code, State of Ore. Specialty Codes and all other St ruc Steel Insp Bolt s in concret applicable laws. All work will be done in accordance with Re i n f Steel Insp Structura1 weld i p, approved plans. This permit will expire if work is not started Slab Insp Engineered gradi within 181 days of issuance, or if work is suspended for more Tilt—up Pn 1 Insp Structural o bs er N than 10 days. ATTENTION-. Oregon law requires you to follow the Framing Insp Appr/sdwlk Insp rules adopted by the Oregon Utility Notification Center. Those Roof nai ing Insp Mi sc. Inspection rules are set forth in OAR 952-01-016 through ON 952-01$1987. Insulation Insp _ 0 You many obtain a copy of these rules or direct questions to O11C Shear Wall Insp L,1 by calling 15931246-19I`7. Firewall Insp J Gyp Board Insp Susp Ceiing Insp 9o�a vc . Lie. Permittee Signature: " Issued By: +++++++++++++++++++++++*+++++4•tt+tt+t+t+tttt++t+t+t++t++tt+t+++tt......+t++t+. Call 639-4175 by 7s00 p. m. for an inspection needed the next business day ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ TfGARD Commercial Building Permit �� R, 13425 SW HALL BLVD. New Construction and Additions I Date Recd 2 1� Date to P.E. TIGARD, OR 97223 Date to DST (503) 639-4171 Permit 0 fX) Print or Type Related SWR 0 Incomplete or illegible applications will not be accepted cawed 0 7 o ' a ' NaAAme of DDeaevelopment/ProojjeU�t c Existing Building ❑ N Build' Job A " IDIO 1 f1 ��7 L x � 3 a s ..1/I^�,x.y+ Address Street Address Building J V-12.5 2-e-- 5W Mil l . Data Bldg* City/State Zip Existing Use of Building w Property: Name Proposed Use of Buildin or Prope Property U4LP�fJ GO • t (�L r.t[6JL- PLVNIVI Owner MailingAddressSuite (� I w No. Of Stories: City/SlateZlp Ph s ' PD R,� D )K tvt5 IOb Sq. Ft. Of Project: 1 p Name ' Occupant I 1�0T 7/v to 00 Cy C-0 . Occupancy Class(es) 4"91A Contractor 5 15111f CON epm(IT t Type(s)oXtrug ton ~ Prior to permit Mailing Address Suite issuance,a copy 0(I (M�(� �, Will.this project have a Fire Suppression System? of all licensesYes NO are required O.T. city/sta Zip P e Americans with Disabilities Act ADA expired in C . ;VCpTi.s( *176 7 �q(-13 1 a (ADA) database �`l�vl\`(�y ! Valuation X 25% _$ Participation orepon Conat.Cont. oard Llc.a p.Date / Complete Accessibili Form _ 460122 V t 4 7, Project $ -i. / , , C- f n' 'e Name Valuation I iK Architect G 1 DA G " 15-7 Mailing Address S4710 Plans Required: See Matrix for number of sets to submit 200 5K) IVI��k�1� 3 on back CitytSttaatte T Zi P ne fok D 1 ZZ o 1Z05; 1 hereby acknowledge that I have read this application,that the information Name given is correct,that I am the owner or authorized agent of the owner,and Engineer G PA that plans submitted are in compliance with Oregon State Laws. Mailing Address Suite Sipnjture onnpr/Agent Date 5200 S0 AYCCftAd N 0.� LC Q. IL City/State Zip r-2 ne Contact Person Name Phone N �oRTil„}�lb oR�� Z61z i� Indicate type of work New)( Addition O Demolition O FOR � P 16-U ONLY J I 4ccessory Structure O Foundation Only O Alteration O . Map Land Use; m I RepaO Other O 11 Descrl It n of wo•Ki iFJCv W COKCM-m - ; ►T- 0 e A-K Notes: -L-AT- 5 . L(—F Parks: Estimated*of Employees / �1 Site Work Permit Application must precede or accompany Building L/` v 1r � Application OMNEW.DOC (DST) 8/97 •.� [ [' < ' wa COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX DISTRIBUTION TO PLANS " OUT TO DST EXAMINERS (Note a.) TYPE OF SUBMITTAL TOTAL CPE PPE EPE CPE PPE EPE SITE I 1 -- -- 3 O,o,u) -- -- B (New or Add) I 1 -- -- 3 O,o,w) F (New or Add or Alt.) 3 3 -- -- 3 O,o,f) M (New or Add. or Alt) 1 1 -- -- 20,o) B & M (New or Add) 1 1 -- -- 3 6,o,w) -- -_ P(New, Add. or Alt) 2 -- 2 __ __ 26,o) -- B & M & P (New or Add.) 2 1 1 -- 3 O,o,w) 20,o) -- E (New, Add,or Alt) 2 -- -- 2 __ __ 20,o) B & M & P& E (New, Add) 3 1 1 1 3 0,o,w) 20,o) 20,o) B or B&M (Alt) &M fig. P p ........ . ........ .,...w r. ..,t^2A4'�+.......nr, .:;... .... .. •.,' rit B8cM& P&E(.Alt) 3 1 l X"1 (t ) ,a} •. , ZCS2T�: KEY: . a. Before returning to DST, Plans examiner gets appropriate j =Job B = BUP number of revised plans from applicant, stamps and completes, o=Office M =MEC updates and adds actions. f=Fire P=PLM u=USA E=ELC W= Wash. County F =FPS c. FPS is a new permit category set aside for fire sprinklers and fire alarms. d. Effective August 15, 1997, Tualatin Valley Fire and Rescue no longer requires a set of approved plans to be forwarded to their office. Exception,continue to forward a copy of approved fire sprinkler and fire alarm plans with calculations. h.Vmatrlc.Doc CITY OF TIGARD BUILDING INSPECTION DIVISION ST 24-Hour Inspection Line: 639-4175 Business Line: 639-4111 eu� 7 c U6 2 Date Requested AM PM BLD I-ocation a �5 S Z 0 i (k ALJ Suite MEC Contact Person '-D1.1, Ph PLM Contractor Ph c SWR BUILDING Tenant/Owner ELC 9�12tl Retaining Wall ELR V07 Z Footing Access: Foundation FPS Ftg Drain Crawl Drain Inspection Notes: SGN Slab SIT Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing % Firewall Firu Sprinkler Fire Alarm Susp'd Ceiling _ T"�G t�(��/'�lG�s� _ r '� E • t� Roof Misc: Final (�� �� ✓ tris — PASS PART FAIL Z :2 EL-R PLUMBING Post&Beam Under Slab Top Out Water Service Sanitary Sewer Rain Drains _ Final PASS PART FAIL MECHANICAL Post& Beam — Rough In Gas Line Smoke Dampers Final PASS PART FAIL ELECTRICAL d Service Rough In1 9-�-. N UG/Sljb / C Low Voltage / Fire Alann J_ in _m S� PART FAIL _ (9 rum W -a Backfill/Grading I Sanitary Sewer Storm Drain [ ]Reinspectinn fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ )Please call for reinspection RE: [ ]Unable to inspect-no access ADA Approach/Sidewalk Other Date Inspector Ext Final PASS PART FAIL DO NOT REMOVE this Inspoctlon irecotrd from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION MST ' 24-Hour Inspection Line: 639-4176 Business Line: 639-4171 BUP $-oa69 Date Requested ..iXo/051 AM1a; ex) PM BLD Location Suite MEC Contact Person _ Phfie?5= 90D 9 PLM Contractor Pha?a-3 $WR BUILD � ELC q Retaining Wall ELR ?,P--j3O, Footing 'r Foundation Access: rr� Q$r _ Ftg Drain SGIN 1 _ Crawl Drain Inspection Notes: , Slab AZ SIT 9 9_--l-ee3 Post&Beam Ext Sheath/Shear Int Sheath/Shear Framing Insulation Drywall Nailing V -Ler Firewall Fire S rinkler , , 7 •�� 4 -n 3 e J Cir�A4'?-,,A Fire Alar Susp'd Ceiling Roof jf n ASSPART FAIL / i-+-I{ PLUMBING Post&Beam — ��— Under Slab Top Out Water Service fXT-)'n • �r� or i;�r7� l���'r� Sanitary Sewer Rain Drains ^ t Final PASS PART FAIL MECHANICAL Post&Beam -- Rough In Gas Line Smoke Dampers Final PASS PART FAIL ECTRI >- UG/Sla C R LFFART FAI ' _ 9 SITE U Backfill/Grading Sanitary Sewer Storm Drain [ J Reinspection fee of$ required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Fire Supply Line [ ]Please call for reinspection RE: _ [ it Unable to inspect-no access ADA Approach/Sidewalk C7 17EXt Other Date / / Inspector Final PASS PART FAIL DO NOT REMOVE this Inspectlon r9cord from the fob site. CITY OF TIGARD SITE K DEVELOPMENT SERVICES PERMIT 13125 SW Hell Blvd.,llgerd,OR 97213 (503)6,19.4171 PERMIT #. . . . . . . : S I T98-0003 p DATE ISSUEDs 07/09/98 PARCELe 29102AC-00700 SITE ADDRESS. . . : 12550 SW MAIN ST SUBDIVISION. . . . : BURNHAM TRACT ZONING: CBD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . s001 JURISDICTION: TIO ---------------------------------------------------------------------------------- CLASS OF WORK. . :NEW PAVING?. . . . . . . . . s Y RESO. NO. e TYPE OF USE. . . . :COM : GRADING?. . . . . . . . s N VALUE. . . $t 177360 EXCV VOLUME: 1080 cy LANDSCAPING?. . . . : Y FILL VOLUME: 1755 cy SITE PREP?. . . . . . e Y ENG FILL?. . . . . . : Y STORM DRAINS?. . . s Y SOILS RPT REQD?: Y IMPERV SURFACES 59795 sf Remarks: Site permit for phase one and two of A-boy additions. A full coverage smoke detection system is required for Building 1 as an alternate to all Wiens of exterior walls be within 158 feet of the fire truck access. Do not issue a final on this or bu9ilding one until the detection system is designed and installed as required by TVFR. See letter free Sent Birchil dated 4/23/98 Owner: ----------------------------------•----------------- FEES ----------------- DOLAN & CO LLC type amount by date reept 1919 NW 19TH AVE PLCK $ 408. 20 JG 02/14/95 95-261695 PORTLAND OR 97209 PRMT $ 251. 20 JG 02/14/95 95-261695 PRMT $ 376. 80 DLH 07/09/98 98-307201 Phone #: 5PCT $ 31. 40 DLH 07/09/98 98-307201 QUL% $ 2870. 38 DLH 07/09/98 98-307201 Contractor: ---------------------------WQUN $ 2870. 38 DLH 07/09/98 98-307201 GRIGSBY CONSTRUCTION INC EROS $ 100. 00 DLH 07/09/98 98-307201 8114 SW NIMBUS AVE ERPU $ 32. 50 DLH 07/09/98 98-307201 BEAVERTON OR 97008 ERPC $ 32. 50 DLH 07/09/98 98-307201 ---------------------------------------- Phone #: 641-7343 $ 6973. 36 TOTAL Reg #. . : 45073 ------- REQUIRED INSPECTIONS ------- This permit is issued subject to the rigtiations contained in the Erosion Control Tigard Municipal Code, State of Ore. Specialty Codes and all other Excavation Insp applicable laws. All work will be done in accordance with Fill Inspection approved plans. This permit will expire if work is not started St r mt Drain Insp within 188 days of issuance, or if work is suspended for more Culvert/Catch Ba 4. than 186 days. ATTENTION: Oregon law requires you to follow rules San Sewer Insp a adopted by the Oregon Utility Notification Center. Those rules are Manhole/Cleanout N set forth in OAR 952-01-Ml through OAR 952-481-0888. Your may Domestic water 1 robtain copies of these rules or direct questions to INKby calling Engineered gradi _ J (583)216-9187. Final Inspection ED- — 0 W I Issued by , - Permittee Signature: �o( �C,. c�-"�-� +++++++++++++++++++++++++++++++++++++++++++++++++++++i........................... Call 639-4175 by 7:00 p. m. for an inspection needed the next business day t+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ CITY OF TIGARD Site Permit ApplicationrX m 13125 SW BALL BLVD. Come.QL6j: Complete ENTIRE form ) TIGARD, OR 97223 Residence: Complete SHADED areas (503) 639-4171 x304 7r) PE z - I o"1 t Print or Type 0 Ve C?9 71(.' Incomplete or illegible applications will not be accepted lx., si)' ���� 6) 6" sI)F Project Name Utilities(Complete all that apply) Job fAddmea Address ��rr Storm Sewer I b6C� 12. j Zo 51 1 M� ( N 7�+ Linear Ft. Name�" r� �. f . • �_ Sanitary Sewer `— --- pp — SvLinear Ft. 0W1W lirtg ddfeg Fresh Watei _ (C J Linear Fl. ity/St Catch Basins Oenerai N Clean Outs Contractor " ! ��u i 1'►U Int �O NIX to perm" M il�ress Describe work to be done: 0Vy of�8 -Y �/ New(%Additiono Alterationo Repairp hcenm are a 1t © � »� Ilole. +�y�/ Additional;7,,npfion of Wk- t �, p �+rernHrAi if jto It ') t10 ' 1 I t A. I COW`�L K�Tt 00k- - fWoiMd in CaT S t CC)rtat Cont. Board Lk—# E Ate a z a W ' tt c..� 5 rad Name �� Project G a) A _ Valuation $ i ����j �►(� Architectailing Add ss Plans Require re d: See Matrix n back �j Z 0 0 w MA C A D A The following,must accom arty this application: City/State i Phorip Site plan with Vicinity Map Parking(including TL p)0I Z WitShowing ADA com hence ADA)$r Ll hting Plan trt A Vi Grading Plan and details Landscaping Plan Engineer M ZirrgOAdds��t AA�G AD A—M, ,I t O W* Erosion Control Plan and Retaining Structures _�Q Yv 1 r1 A `f details '� Including caicutations City/State Zip Phone Q, Site Utility Plan and details Soils Report r L v (showing connection to (if required) opproved system) Excavation Volume T I hemby acknowicuige that I have read this application,that the (Soils report required for>5,000 cu,Yards 10400 informatlort given is correct,that I am the owner or authorized Cit Yds agent of the owner,ar%d that pians submitted are in compliance with 0T9on State laws. Fill Volume Sigre of neVAgent __^ Date (Soils report required for>5,000 cu.Yds.) ! MCI— cu, I _ �� , C _ cu,yds, f~"t Will the fitl support a structure Contact Person Name �t Phone (Engineer required if answer is yes) YES© NOj Retaining structure?(check one) oRock y FOR-OFFICE USE ONLY 0 / E)CMU Notes: ( CjConctete. U pother Total new impervious area including all 59 Lain U Case I... Map/TL# buildings, sidewalks, and paving `,i q. Ft. 2517X '100 siteapp.doc9/97 COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX DISTRIBUTION TO PLANS OUT TO DST EXAMINERS (Note a.) TYPE OF SUBMITTAL TOTAL CPE PPE EPE CPE PPE EPE SITE 1 1 -- -- 3 O,o,u) -- -- B (New or Add) 1 1 -- -- 3 6,o,w) -- -- F (New or Add or Alt.) 3 3 -- -- 3 6,o,) M (New or Add. or Alt) 1 1 -- -- 20,o) B & M (New or .-kdd) 1 1 -- -- 3 O,o,w) -- -_ P (New, Add. or Alt) 2 -- 2 -- -- 20,o) -- B & M& P (New or Add.) 2 1 1 -- 3 0,o,w) 20,o) -- E (New, Add,or Alt) 2 -- -- 2 -- -- 20,o) B & M& P& E (New, Add) 3 1 1 1 3 O,o,w) 20,o) 20,o) B or B&M(Alt)' I 1 , { ); w B&'M&P(Alt) 3 s ` 1 2 - o «. B&M 8t P&E(Ah) 1 1 tJ►off ;o) ..: ,a) NOTES: ; a. Before returning to DST, Plans examiner gets appropriate j =Job B = BUP number of revised plans from applicant, stamps and completes, o=Office M= MEC updates and adds actions. f=Fire P= PLM Lu=USA E= ELC C b. S6� ;;:'L d e AG'" w= Wash. County F= FPS c. FPS is a new permit category set aside for fire sprinklers and fire alarms. J 7 d. EtTective August 15, 1997,Tualatin Valley Fire and Rescue no longer requires a set of approved plans to be forwarded to their office. Exception, continue to forward a copy of approved fire sprinkler and fire alarm plans with calculations. h lmatrtc.Doc Dolan and Company, LLC 1919 NW 19'" Ave. Portland OR 97209 December 23, 1998 Mark Roberts Associate Planner, AICP City of Tigard 13125 SW Hall Blvd. Tigard OR 97223 Dear Mr. Roberts: Today I have submitted an application to construct a historical monument on Main Street in Tigard. Please note that it is not for commercial use and I believe that it is located outside the area you would describe as a"shopping plaza". This application is submitted by Dolan and Company LLC, the owner of the property, which has no retail presence in the "shopping plaza". With the application and the above facts in mind I hope that you will not mischaracterize this historical monument as a sign under the applicable code. I also am sure that the City of Tigard would not wish to interfere with the exercise of our free speech rights. I look forward to approval of this fine addition to downtown Tigard. If there is any questions please feel free Zo call me at 225-9009. Sincerely, 2 C Dan Dolan Member 0 7 U December 30, 1998 MY O MD OREGON Mr. Dan Dolan Dolan and Company, LLC 1919 NW 19`h Avenue Portland,OR. 97209 RE: Historical Monument Sign Application Dear Sir: As a follow-up to our conversation before Christmas,I explained to you that in order to process your application for the subject permit I would require the following: 1. Detail drawings showing elevations and structural content for the proposed sign. 2. A site plan showing the exact location of the proposed sign. 3. Engineering calculations show soil bearing capacity @ 2500 psi,requiring special inspections,requiring the name of the firm you will be using for this process. As of this(late I have received no further information regarding your request. If you have questions regarding the requirements as shown herein,please feel free to call me at 639-4171 X 392. Sincerely, Ro ert D. Poskin, C.B.O. IL Senior Plans Examiner oc cc: File— 12550 SW Main Street m C7 W J 13125 SW Hall Blvd., Tigard, OR 97223 003)639-4171 TDD(9M)64-2772 CITY OF TIGARD SITE WORK DEVELOPMENT SERVICES PERMIT 13126 SW Holt Blvd.,719rrd,OR 97223 (Sib)639./171 PERMIT M. . . . . . . e S I T98-0024 DATE ISSUEDs 07/01/98 PARCEL+ 2S102AC-00700 SITE ADDRESS. . . : 12550 SW MAIN ST SUBDIVISION. . . . : BURNHAM TRACT ZONING+ CED BLOCK. . . . . . . . . . + LOT. . . . . . . . . . . . . 1601 JURISDICTIONt TIO ---------•---------------------------------------------------------------------•-- CLASS OF WORK. . eN' ,J a PAVING?. . . . . . . . . e N RESO. NO. s TYPE OF USE. . . . eCOM a GRADING?. . . . . . . e Y VALUE. . . $t 0 EXCV VOLUME: 0 cy LANDSCAPING?. . . . e N FILL VOLUME: 0 cy SITE PREP?. . . . . . e Y ENO FILL?. . . . . . e Y STORM DRAINS?. . . e N SOILS RPT REQD?e N IMPERV SURFACE+ 0 sf Remarks : #+LIMITED MIMIZATI00* far private site work to include clearing t foundation sub-grade preparation only. NO UTILITY or FORN/FMWATION MORA PERMITTED. See attached Condition Il. Owner: --------------------------------------------------- FEES ----------------- DOLAN & CO LLC type amount by date recpt 1919 NW 19TH AVE PRMT ♦ 0. 00 JDA 06/24/98 WAIVED/JNH PORTLAND OR 97209 Phone #e Contractors -------------_.------------- GRIGSBY CONSTRUCTION INC 8114 SW NIMBUS AVE BEAVERTON OR 97008 ---------------------------------------- Phone #: 641-7343 f 0. 00 TOTAL Reg #. . : 45073 ------- REQUIRED INSPECTIONS ------- This per@it is issued subject to the regulations contained in the Engineered gradi Tigard Municipal Code, State of Ore. Specialty Codes and all other Erosion Control applicable laws. All work will be done in accordance with Fill Inspection _ approved plans. This posit will ewpire if work is not started Grading Insp within 191 days of issuance, or if work is suspended for @ore than 190 days. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. These rules are d set forth in OAR %2-MI-Olo through OAR 9"I-M. Your say obtain Lbpies of these rules or direct questions to OUNC by calling N 15/31246-9197. J � wIssuP�b � Permittee Signatures -ID J C- ++4•++++++++.+++++++++++++++++++++++++++++++++++++++++i-+++++++++++++++++.++++++++ Call 639-4175 by 7+00 p. m. for an inspection needed the next business day ++++++++++++f+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Permit#SIT98-0024 Condition#1 On the date of the issuance of this permit there was a dispute between the City of Tigard and Dolan and Company, LLC concerning the exact physical location on the site of an easement for bike path purposes. The City and Dolan anticipate that the dispute will be resolved by the Washing on County Circuit Court through Case No. C94-1259CV. Until that issue is resolved by the Court the work authorized by this site work permit is limited in nature because the building location as shown by Dolan on their plan intrudes into the location of the easement as defined by the City. Because of the apparent conflict between the building location and the easement location, no utility or form/foundation work is allowed at this time. The work authorized by this site work permit is limited to grading, fill, and site preparation. Any grading. fill, or site preparation which occurs within the area of the easement as ultimately defined by the Washington County Circuit Court Case No. C94-1259CV will not permanently alter the grade of the easement area existing on the date of the issuance of this permit. Any work by Dolan which results in a change to that grade, wi!I be returned to the existing grade in the easement area as defined by the Court upon the request of the City. Site Work Permit#SIT98-0024 is accepted subject to compliance with this Condition #1. Owner/Authorized Representative of Owner a i Date m t7 W J 1:1sM960NA=6/26/96 ' A�LCITY OF TIGARD SEWER CONNECTION DEVELOPMENT SERVICES PERMIT 13125 SW Haft Blvd.,T►gsrd,OR 87223 (5Q4)OV4171 PERMIT #. . . . . . . a SWR98-0179 DATE ISSUED: 07/20/98 PARCELe 281O2AC-00700 SITE ADDRESS. . . : 12550 SW MAIN ST SUBDIVISION. . . . sBURNHAM TRACT ZONING: CBD BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . :001 JURISDICTIONe TICS --------------------------- TENANT NAME. . . . . :A—BOY USA NO. . . . . . . . . . : FIXTURE UNITS. . . e 22 CLASS OF WORK. . . eNEW DWELLING UNITS. . s 1 TYPE OF USE. . . . . eCOM NO. OF BUILDINGSe 1 INSTALL 'TYPE. . . . sBUSWR IMPERV S1JRFACEe 0 sf Remarks: Installation of plumbing fixtures in new building. Owner: --------------•-------------------------------------- FEES -------------- DOLAN Nle COMPANY LLC type amount by date recpt 1919 NW 19TH AVE PRMT f 1900. 00 DLH 07/20/98 98-307492 PORTLAND OR 97209-1735 INSP $ 45. 00 DLH 07/20/98 98-307492 Phone #: Contractors ----------------------------- OWNER ---------------------------------------------- Phone #: f 1945. 00 TOTAL Reg #. . ------- REQUIRED INSPECTIONS ------- This Applicant agrees to comply with all the rules and regulations Sewer Insoection of the Unified Sewage Agency. The permit expires IBI days from _ the date issued. The total amount Nsid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the M _ side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from _ the distance given. If not so located, the installer shall purchase a 'Top and Side Sewer' Permit and the Agency will install a lateral. ATTENTION: Oregon law requires you to follow rules adopted by the _ Oregon Utility Notification Center. Those rules are set forth in DAR _ 952-041-0411 through DAR 552-MI-gIBI. You may obtain copies of p, these rules or direct questions to OUNC by calling t58312WI987. IY. AK L4 e. Issued by- Permittee Signature: ��v\ P�- PIP m W +41++4+++++++++.f++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++.t++ J Call 639-4175 by 7:00 p. m. for an inspection needed the next business day ++++++++++++++++++++++++++++++++++++++++++++++++++++++++.++++++++++++++++++++++++ CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 J BUP �- 3 SGS Date Requested / AM PM BLD Location1(�� J Suite MEC Contact Person Ph �L7 ' 13 V PLM Contractor Ph ( S-374Q_ SWR BUILDING Tenant/Owner ELC��+ Retaining Wall E R Footing Access: �.- Foundation C FPS Ftg Drain SGN Crawl Drain Inspection Notes: Slab SIT Post&Beam Ext Sheath/Shear _ Int Sheath/Shear Framing _ ;nsulation Drywall Nailing Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling Roof `J Misc: - -- Final PASS PART FAIL — PLUMBING Post&Beam Under Slab Top Out — Water Service Sanitary Sewer Rain Drains Final PASS PART FAIL MECHANICAL Post l3,Beam Rough In Gas Line Smoke Dampers Finan — — PAS ART FAIL ELECTRICAL -- Service d. Rough In -- II- '-~-�, -Fir arm _ J Fin m S PART FAILMnr L7 J Backfill/Grading -' Sanitary Sewer Storm Drain [ ]Reinspection fee of$_ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ ]Please call for reinspection RE: _ _ _ [ ]Unable to inspect-no access Fire Supply Line ADA Approach /Sidewalk (de ther Gate /�-Id- Inspector2 % Ext O --- Final PASS PART FAIL j DO NOT REMOVE this Inspection record from the job site. CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hell Blvd.,7798%OR 97223(503)6394171 ELECTRICAL PERMIT — RESTRICTED ENERGY PERMIT #: ELR98-0293 DATE ISSUED: 10/21/98 PARCEL: 2SI02AC-00700 SITE ADDRESS. . . : 12550 SW MAIN ST SUBDIVISION. . . . :BURNHAM TRACT ZONING:CBD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . ..1401 JURISDICTN: TIG Project Description: Installing limited energy panel. A. RESIDENTIAL--------- B. COMMERCIAL------------------------------------ AUDIO it STEREO. . . : AUDIO & STEREO. . : INTERCOM & PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GARAGEOPENER. . . . : CLOCK. . . . . . . . . . . : MEDICAL. . . . . . . . . . . . : HVAC. . . . . . . . . . . . . : DATA/TELE COMM. . : NURSE CALLS. . . . . . . . : VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR LANDSC HTE: OTHER: : : HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . : INSTRUMENTATION. : OTHER. . :LIM ENERGY: : TOTAL # OF SYSTEMS: 0 Owner: ------------------------------------------------------ FEES ---------------- A—BOY type amount by date recpt 12550 SW MAIN ST PRMT f 40. 00 DLH 10/21/98 98-310199 TIGARD OR 97223 5PCT $ 2. 00 DLH 10/21/98 98-310199 Phone #: Contr-actor: -----------------------------------------------------•--------------- CEDAR LANDSCAPE $ 42. 00 TOTAL 14375 SW PATRICIA ------ REQUIRED INSPECTIONS -------- HILLSBORO OR 97123 Low Voltage Insp Phone #: 628-3411 Elect' l Final Reg #. . : 000058 — Phis permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be dune in accordance with approved plans. This permit will expire if work is not started within 181 days of issuance, or if work is suspended for more than 181 days. ATTENTION: Oregon law requires you to follow rule adopted by the Oregon Utility Notification Center. Those rules are set forth in ON 952-111-1111 through MR 99-111-1111. You may obtain copies of these rules or direct questions to OX at (513)246-1987. Issued by Permittee— --- Permittee Signature A�(,���PL/Ce�¢Tlo/✓ OC ------------------------------OWNER INSTALLATION ONLY-- -------- ------------------- N The installation is being made on property I own which is not intended for sale, lease, or rent. / J OWNER' S SIGNATURE: _ _ �/ DATE: _ m C9 ---------------------------CONTRACTOR INSTALLATION ONLY------------------------------ W J / SIGNATURE OF SUPR. F-LEC' N: _ �l/ DATE: LICENSE NO: .....++++++++++.++++++++.1++++++++++-I++++++++++++++++++++++*+++++++/++++++++++++++ Call. 639-4175 by 7:00 P. M. for an inspection needed the next business day ++++++++++++++++++++++++++++++++++++++++++++++++..4...........................+++ CITY OF TIGARD P,Ff'rPAWRICTED ENERGY ELECTRICAL APPLICATION Rec'd by: 4.Al 13125 SW HALL BLVD Date Recd: 141z., TIGARD OR 97223 I 19t�R PRINT OR TYPE V-503-639-4171 X304 Permit#: EF Z R FV-47-V3 F-503-684-7297 INCOMPLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: 11T WILL NOT BE ACCEPTED r tt ame of Development Project TYPE OF WORK INVOLVED-RESIDENTIAL ONLY rte J P, Restricted Energy Foe........................................ $10.00 (FOR ALL SYSTEMS) JOB Street AddreA Ste N ADDRESS Check Type of Work Involved: a�,I co/stale,CLC �� qZp Phone r �� Audio and Stereo Systems NdAe ❑ Burglar Alarm OWNER Mailing Address ❑ Garage Door Opener- City/State Zip Phone N ❑ Heating,Ventilation and Air Conditioning System' Name Vacuum Systems' a e r L4 �c.a Of r- " CONTRACTOR Mailing Address --- TYPE OF WORK INVOLV -COMMERCIAL NLY (Prior to issuance a Pi y/State i Phone Fee for each system.................... ................. .00 copy of all licenses .' r-L_Y>l'J 0? �I�yU —j1�� (SEE OAR 918-280-280) --v are required if Oregon Contr.Brd Lic.0 E p Dat expired in C.O.T 15_W93 ri 3d v' Check Type of Work Involved: data base). Electrical Contr. Lic.* Exp.Date st:.J �; ❑ Audio and Stereo Systems C.O.T.or Metro Lic S Exp Date ❑ Boiler Controls Owner's Name ❑ OWNER- Mailing Address Clock Systems APPLICANT ❑ Data Telecommunication Installation City/State Zip Phone N ❑ Fire Alarm Installation This permit is issued under OAE 918-320-370 This applicant agrees to make only restricted energy installations 000 volt amps or less)under this ❑ HVAC permit and to do the following: ❑ Instrumentation 1 Only use electrical licensed persons to do installations where required. Certain residential and other transactions are exempt from licensing. ❑ intercom and Paging Systems These have asterisks('). All others need licensing; ❑ 2 Call for inspections when installation under this permit aro ready for Landscape Irrigation Control' inspection at 503-539.4175; ❑ Medical 3 Purchase Separate permits for all installations that are not ready for an ❑ Nurse Calls inspection when the inspector is out to inspect under this permit; 4 Assume responsibility for assurint-that all corrections required by the ❑ Outdoor Landscape Lighting' inspector are done,and; ❑ Protective Signaling 5 Assume responsibility for calling for a final Inspection when all of the corrections are completed. Other 1_/M/77�—Q &WE7L G y /04/VEL Permits are non-transferable and non-refundable and expire it work is not /07 l started within 180 days of issuance or if work is suspended for 180 days. 1 Number of Systems The person signing for this permit must be the applicant or a person ' No licenses are required Licenses are required for all other installations authorized to hind the applicant. EM: igna u f ENTER FEES $ �L 5%SURCHARGE(.05 X TOTAL ABOVE) $ Authority if other than Applicant TOTAL $ tdsWresele doe 7/97 I CITY OF TIGARD DEVELOPMENT SERVICES BUI1._DINr PFRMTT 13125 SW Hall Blvd..,Tlgerd,OR 97223(503)M4171 PERMIT #. . . . . . . . S UP198-0.116,•, DATE ISSUED: 09/16/98 PARCEL_: 2S102AC-00700 SITE ADDRESS. . . . 12" 0 5W Mn T P) ST SUBDIVISION. . . . : P!..IRNHAM TRACT ZONING:CPD HI_gCK. . . . . . . . . . a LOT. . . . . . . . . . . . . ..001 JURISDICTION:TIG --------------------------------------------------------------- RCISGUE: FLOOR AREAr_..____.__.___ _ EXTERIOR WAI._L_ CONSTRUCTION-- CLASS OF WORK, sOTR FIRST. . . . : 70 sf N: S. F: W. TYPE OF USE. . . :COM SECOND. . . : 0 s f PROTECT OPEN I NGS''--_,_.._._-__..._ _.. TYPE OF CON ST. :3N . . . : 0 s f N: S: F. W: OCCUPANCY GPP. :U2 70 s;f ROOF CONST: FIRE PET' : OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEP. RATED: STOR. : 0 [IT: 20 ft GARAGE. . . : 0 s;f OCCU 5EP. RPTED: HSMT?s MEZZ?: REDD SETBACKS----------- REDUIRED---- _---__.---_____- - FLOOR LOAD. . . . : 0 p s f I_.EFT: 0 f t P01 IT: 0 ft; FIR 9PI;L_: SMOK DrT. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR n1_RM: HNDICP ACC: BEDRMS: 0 PnT1-1r: 0 IMP SURFACE": 0 PRO CORP: PARKING: 0 VALUE. $ : 1.014 70 R e m arrk s : Installing a permanent 70' sq. ft, freestanding sign Owner-: —. .____.__.__-__...._— FEFS A—BOY type amount by date rrecpt 1919 NW 19Th PRMT $ 86. SO G 09/08/9(3 98 30B914 PORTLAND OR 97209 5PCT $ 4. 33 A 09/08/98 96--308934 PLCK $ c6. ) C 09/0H/98 98-3089_,4 Phone #: 232--4172 Cont Tact or-: ________________.---_--•_-_-___ SECURITY SIGN INC 436 SF 12TH AVE PORTLAND OR 92714 Phone ## : 232-.4172 $ 147. 08 T07AL_ Reg #. . : 001228 --FiEGiU I RED ACT I nNS o r I NSPECT I ONS---- -- This permit is issued subject to the regulations contained in the Foot/For..rnd Insp ,igard Muricipal Code, State of Drs. Specialty Codes and all other Mi !3r--. Inspection 4, applicable laws. All work will be done in accordance with C approved plans. This permit will expire if work is not started withir 180 days of issua^re, or if work is suspended for more than 180 days. ATTEN71ON- Dregor, law requires you to fcl'.ow the rules adopted by the Dregor. Utility Notification Center. Those r rules are set forth in DAR 952- I-0010 th•-cugh DAR 952-V101987. m you r.any obtain a copy of these r:;les or direct questions to DUN[ ' by calling 1503>246-1987. .J Permittee 5ignatr+rr-` : Issued B \�> +•++++++++++++++-f++ F 1 +++-1-+++++++++++++++F+++++++++++++++++ +++++++++++++ Call 63`:3 -4175 by 7.1, for all insperrtion needed the nett br_rsiness day +++4+++++++i-++++++++++++++++++.+++++++++++4-+++++++++++++++++++++++++++++++++++ J CrY 'TIGARD Commercial Building Permit App on Rsc'd By, 1311'5 SW HALL BLVD. _ Date Roc'd 0,70r, TIGARD, OR 97223 /�-- to wtoto P t� � Ir t1` (503) 639-4171 /� Permit/ IN Print or Type .__— Related SWR# Incomplete or If ig—I MMIlcafions will not be accepted Name of Development/Project _ Existing Building❑ New Building JobNgoy - Address Street Address sine Building y SW mita _ Bldg s City/slate Zip - Existing Use of Building or Property.- Property roperty:Property -tIoy Proposed Use of Building or Property: Owner Mailing Address suite -310 J 19 1jw !}r! No. Of Stories: City/Slate Zip Phone Po'}. ® - Sq. Ft. Of Project: Occupant Name Occupancy Class(es) Name 6M Contractor St1, vt St -1S Types)of Construction Prior to permit Mailing Address Suite tij Issuance,a copy �6 , ,Ltt4 Will this projecthave a Fire Suppresslon System? of all licenses s Yes �_ No p are required if City/Slate ZIP Phone erplred In C.O.T. n Americans with Disabilities Act(ADA) database Qo v V . p(Z 9 TL y .231-Y172 Valuation X 25%=$ Participation Oregon Const.Cord.Board Lief Exp.Date Complete AccessibilityForm�� 63 w ,���/ Project - $ Name Valuation _ (� ��: 0v' Architect Plans Requinsd: See Matrix for number of sets to submit Mailing Address — Suite on back City/State �� Zip Ptrone —' 1 hereby adrnow edge that I have read this application,that the kftfr ration given Is rrect,that I am the owner or outhorize l agent of the owr"er,and Engineer Name -- — -- at plana bmittod are In compliance with Oregon State Laws. S n ure of a eM Date Mailing Address Suite Y Q� Elrlts( Person Name Phone+ / IL City/State Zip Phone _ e1 ` )-3 ry — f ,� N �� FOR OFFICE USE ONLY Indlcato type of work: New O Addition O Demolition O MapJTL� Lelttd tJ�; Arcessory Structure O Foundation.Only O ARerstien O Repair O Other 9 _ Notes: m Description of work: � c TIF: Hats: Site Work Permit Application must precede or accompany Building :'ermit Application I\COMNEWTI.DOC (DST) 5/98 COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX powan �lf���i�tt b� �� !. • ply � v ??{ryt•• .y.f:r'>;;y:'•�".:}?1�<}}:. :.'•Si$i;:!%;;i:)':>'iY,"�ii%?. S f y �TT S (Private) 1 S = Site Work B (New or Add) 1 B = Building F (New or Add or Alt) 3 F = Fire Protection System M (New or Add or Alt) 1 M = Mechanical B & M (New or Add) 1 P = Plumbing P (New, Add, or Alt) 2 E = Electrical B & M 8-P (New or Add) 2 New = New Building E (New, Add, or Alt) 2 Add = Addition B & F & M & P & E 3 Alt = Alternation to Existing (New , Add) Building `n B & M8eP {Alt � � . NOTES. 1:ldstsWaxtrixl.do 8 CITY OF TIGARD DEVELOPMENT SERVICES ELECTRICAL PERMIT — 13125SWHall Blvd.,77prd,OR 97223(503)W4171 RESTRICTED ENERGY PERMIT #s ELR98--0309 DATE ISSUED: 11/10/98 PARCEL: 2S102AC-00700 SITE ADDRE9. S. . . : 12550 3W MAIN ST SUBDIVISION. . . . :BURNHAM TRACT ZONING:CBD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :001 JURISDICTNs TIG Project Description: A-Boy Fire Alarm ----------------------------------------------------------------------------------- A. RESIDENTIAL--------- B. COMMERCIAL----------------------- ----------------- AUDIO & STEREO. . . : AUDIO 5 STEREO. . : INTERCOM b PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GARAGE OPENER. . . . : CLOCK. . . . . . . . . . . : MEDICAL. . . . . . . . . . . . : HVAC. . . . . . . . . . . . . .. DATA/TELE COMM. . s NURSE CALLS. . . . . . . . . VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . sX OUTDOOR LANDSC LITE: OTHER: : : HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . : INSTRUMENTATION. s OTHER. . s : : TOTAL # OF SYSTEMS: 1 Owner: ---------------------------------------------------- FEES ----------------- A—BOY PLUMBING SUPPLY type amount by date recpt 12520 SW MAIN ST PRMT t 40. 00 JSD 11/09/98 98-310683 TIGARD OR 97223 5PCT $ 2. 00 JSD 11/09/98 98-310683 Fah o n e #: 225--9009 Contractor: ------------------------------------------------------------- SONITROL PACIFIC 42. 00 TOTAL 1975 SW 6TH AVE ------ REQUIRED INSPECTIONS ------- PORTLAND OR 97201 Ceiling Cover Low Voltage Insp Phone #: 223-5822 Wall Cover Elect' l Final Reg #. . : 000535 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All vork will be don± in accordance with approved plans. This permit will expire if Mork is not started within 181 days of issuance, or if work is suspended for more than 181 lays. ATTENTI(N: Oregon law requires you to follow rule adopted by the Oregon M ility-Natif' at'on Center. Those rules are set forth in OAR 952-01-Ml through OAP, 9W-011-M. You say obtain copies of these es or direct stions tt OLNC at (513)246-1987. Iss ed bY Permittee Signature - IL --- OC ----------------------------OWNER INSTALLATION ONLY------------------------------ N The installation is being made on property I own which is not intended for 4- sale, lease, or rent. Jf1WNE R' S SIGNATURE: _ DATE: FD 0 -- --_--------------------CONTRACTOR INSTALLATION ONLY--------------------------- LU 'J f:')1 GNATURE OF SUPR. ELEC' N: DATE s LICENSE NO: .+++++++•..++++++t+f+++++++++f+++t+++++++++++++tt+++f+f+++++++++++++++++++++++++++ Call 639-4175 by 7:00 P. M. for an inspection needed the next business day ++f•+++++++++++++++++++++++++++++++++++++++++++++++++++++++.*+++++++++++++++++++++ CITY OF•TIGARD RESTRICTED ENERGY ELECTRICAL APPLICATION Rec'd b ✓'� 1312.5 SW HALL BLVDDate Rec' . NOV u 199t� TIGARD OR 97223 PRINT OR TYPE c� V - 503-639-4171 X304 C011MU171TY gF111I Permit#: F - 503-684-7297 INCOMOLETE OR ILLEGIBLE APPLICATIONS Cust.Call'd: WILL NOT BE ACCEPTED Name of Development Pro)ect TYPE OF WORK INVOLVED-RESIDENTIAL ONLY Restricted Energy Fee.....................r............ $40.00 .11 (FOR ALL SYSTEMS) JOBSte# ADDRESS 1 Street A V 1�1 Y Check Type of Work Involved: Cit /State — Zip �aona# ❑ Audio and Stereo Systems Name 5 ❑ Burglar Alarm ! � ❑ OWNER Mailing A Garage Door opener- City/ tate Zip Phone 0 ❑ Heating,Ventilar'un and Air Conditioning System* Name ❑ Vacuum Syl'rems' '%-A r- `'� ❑ Other — CONTRACTOR Mailina Addiis 111,1 �21 cc '1 ( + TYPE OF WORT' INVOLVED-COMMERCIAL ONLY (Prior to issuance a ;�ity/Stat9 Zip Phone# Fee for each sys'i m............................................. $40.00 copy of all licen6.A.t y );)3-SW 1.1, (SEE OAR 918-260-280) are required if Or Contr. Ord Lic.# Exp.Date expired in C.O.T. �, S Check Type of Work Involved: data base). Electrical Con r.Lic # Exp. Date �� `J�� [j Audio and Stereo Systems C O.T or Metro Lic # Exp.Date //1KI ❑ Boiler Controls Owner's Name ❑ Clock Systems OWNER - Mailing Address E]APPLICANT Data Telecommunication Installation City/State Zip Phone# z,.1 17� Fire Alarm Installation This permit is issued under OAE 918-320-370.This applicant agrees to make only restricted energy installations(100 volt amps or less)under this ❑ HVAC permit and to do the following: ❑ Instrumentation 1 Only use electrical licensed persons to do installations where required. Certain residential and other transactions are exempt from licensing. ❑ intercom and Paging Systems These have asterisks(') All others need licensing; ❑ Landscape Irrigation Control* 2 Call for inspections when installation under this permit are ready for inspection at 503-639.4176; ❑ Medical 3 Purchase separate permits for all installations that are not ready for an ❑ Nurse Callc inspection when the inspector is out to inspect under this permit; d 4 Assume responsibility for assuring that all corrections required by the ❑ Outdoor Landscape Lighting* inspector are done,and; ❑ Protective Signaling U) 5 Assume responsibility for calling for a final inspection when all of the corrections are completed. 0 Other J Permits are non-transferable and non-refundable and expire if work is not started within 180 days of issuance or if work is suspended for 180 days. ,Number of Systems W _j The person signing for this permit must be the applicant or a person Nu licenses are required Licenses are required for ell other installations authorized to bind the applicant. FEES: C -------- ENTER FEES : -U . Signet Sat 5%SURCHARGE(.05 X TOTAL ABOVE) Authority if other than Applicant //��//11 7 TAIL i Wstsvesele.dnc 7/87 ✓A / IUCU CITY OF TIGARD DEVELOPMENT SERVICES SEWER CONNECTION 13125 SW H811 Blvd.,Tigard,OR 97223(503)5394171 PERMIT PERMIT 4M. . . . . . . e SWR98-0326 DATE ISSUED: 12/10/98 PARCEL: LS102AC-00700 :SITE ADDRESS. . . : 12550 SW MAIN ST 13UBDIVISION. . . . :BURNHAM TRACT ZONING: CBD BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . :001 JURISDICTION: TIG ___—_----------------------------------------------------------------------------- TENANT NAME. . . . . :A—BOY USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 1 CLASS OF WORK. . . :NEW DWELLING UNITS. . : 1 'TYPE OF USE. . . . . :COM NO. OF BUILDINGS: 0 INSTALL TYPE. . . . :BUSWR IMPERV SURFACE: 0 sf Pemarks: Add plumbing, lav, water closet, floor drain/sink, water heater, and laundry tray. Owner: --------------------------------------------•------- FEES --------------- DOLAN & COMPANY LLC type amount by date rer-pt 1919 NE 19TH AVE PRMT $ 1900. 00 B 12/10/98 98-311439 PORTLAND OR 97209 Phone #: Contractor: -------------.----------------- OWNER ----------------------------------------------- Phone #: $ 1900. 00 TOTAL Reg #. . ------- REQUIRED INSPECTIONS ------- This Applicant agrees to cosply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency. The persit expires IN days frog the date issued. The total aaount paid will be forfeited if the _ peroit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the aessureaent given, the installer shall prospect 3 feet in all directions frog the distance given. If not so located, ,the installer shall purchase a "Tap and Side Sewer" Perait and the Agency will install a lateral. ATTENTION: Oregon law requires you to follow rules adopted by the _ Oregon Utility Notification Center. Those rules are set forth in OAR C 452-881-M1e through OnR You aay obtain copies of _ r� these rules or direct questions to OUNC by calling 1563124.6-1987. C• Lcc. 3 0 Issued by: �CN� " _ Permittee Signature:'k a U a ++++++++.44.....++++++t+t+*+..... -++tt.t++++tt++tt++++++t+++++t++++t+t++++4......++ Call 639-4175 by 7:00 p. m. for an inspection needed the next business day ++++++++++++++++++++++++++++++4•t++++....4.++++++++++++++++t+++.+t++++++...4......+i t CITY OF TIGARD DEVELOPMENT SERVICES PLUMBING PERMIT 13125 SW Hall Blvd.,Tigard,OR 91223(503)6394111 PERMIT #. . . . . . . S PLM98-0388 DATE ISSUEDs 10/21/98 PARCELS 2S102AC-00700 =jITE ADDRESS. . . : 12550 SW MAIN ST �3USDIVISI0N. . . . : BURNHAM TRACT ZONINGS CAD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :001 JURISDICTION: TIG ------------------------------------------.------------------------------------- CLASS OF WORK. . :ALT GARBAGE DISPOSALS. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . .-COM WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : 1 OCCUPANCY GRP. . :U2 FLOOR DRAINS. . . . . . : 0 TRAPS. . . . . . . . . . . . . . : 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 0 CATCH PASINS. . . . . . . s 0 FIXTURES-------------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0 51 NKS. . . . . . . . . . 0 URINALS. . . . . . . . . . : 0 GREASE TRAPS. . . . . . . : 0 LOVATORIES. . . . : 0 OTHER FIXTURES. . . . : 0 TUB/SHOWERS. . . : 0 SEWER LINE (ft) . . . : 0 WATER CLOSETS. : 0 WATER LINE (ft ) . . . : 0 DISHWASHERS. . . . : 0 RAIN DRAIN (ft ) . . . : 0 Remarks: Installing of commercial backflow prevention device. Owner- ---------------------------------- FEES --------------- A—BOY type amount by date recpt 12550 SW MAIN ST PRMT $ 25. 00 DLH 10/21/98 98-310198 TIGARD OR 97223 5PCT S 1. 25 DLH 10/21/98 98-310198 VIhone #: Contractor------------------------------- CEDAR ontractor------------------------------- CEDAR LANDSCAPE 14375 SW PATRICIA AVE H I LLSBORO OR 97 t 23 ----------------------•--------------- Phone #: 503-628-3411 $ 26. 25 TOTAL Reg #. . : 000058 -------- REQUIRED INSPECTIONS ------- This permit is issued subject to the regulations contained in the RP/Backflow Prev _ Tigard Municipal Code, State of Ore. Specialty Codes and all ether Final Inspection ` applicable laws. All work will be done in accordance with _ approved plans. This permit will expire if work is not started _ within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTUN: 0,,egon law requires you to follow rules adopted by the Oregon Utility Notification Center. These rules are set forth in OAR 952-8001-010 through OAR 952-1001-0080. You may obtain copies of these rules or direct questions to (1K by calling _ (503)246-1981. Issued By : T � Permittee Signature: &�1L�0A1 /9�0'0t1ef71_e ol Call 639-4175 by 7:00 p. m. for, an inspection needed the next business day ++++++++++++++++++++++++++++++++++++++++++++++++++.....+++•f+++++++++++++++++++ �IrtY dF TIGARD ' g Pca 13125 SW HALL BLVD. FU111 in rt"Elvt , ,s, . ,...... P,,.•.ident ' Pli�rt r 'Comn*rcial and Reslai A' S; d�,- ; '. TIGARDOR 97223 ,, ....,,' (503) 639-417 " r ty'so ��.,, 1 ''"+ r" ' Date to P.E. j Print or Type j. Date to DST Incomplete or illegible applications will not be acce te * ' d P'"' ' r► p Related SWR S Called -� Name of Dewilopmenl/Project On book Indkeft Werk Perfornned by f twins, Job' - QTS AddressI � Street Addrer s � Suite Sink , 9.00 Lavatory .9.00 �� � Bldg 1d CAta tylSte Zlpv . 170�0� Tub or ., .....- 9.00 flame Shower Only 9.00 :S 4 _ Water Closet 7 . 9.00. Owner Mailing Address Suite DWmuher �• 9.00 City/SiteZlp phone Garbage Disposal -�„ .i... r..,... ,.��. 9.00 - washing Machine 9.00 Name Floor Drain Y y 9.00 Occupant Mailing Address Suite 3' 9.00 _ 4. 9.00 City/Stale Zip Phone Wort'4 Heater O cwmrersion O Oka kind 9.00 Laundry Room Tray 9.00 Nre / Urinal 900 CLL(` LOl f'tG Other Fixtures(Specify) 9.00 Contractor Mailing Address suite 41l :iLl r 9.00 Prior to permit City/State Zip Phone 9.00 Issuance,a copy fj3efkXpc1C t/ -3'700.K /1 Sewer-1at 100' 30.00 of all licensee aro Oregon Const.Cont Board Lice Exp.DatjL Sewer-each addMonal 100' 25.00 required it 5 3 L� , Wcter c.r,4x 1st,00' 30.00 expired in COT PtumbirLic.r Exp.Date Service-database _ water Sece-each additional 200' _ 25.00 Name Storm 3 Rain Drain-tat 100' 30.00 Architect Storm d Rain Drain-each additional 100' 25.00 Mailing Address Mobile Home acs Or 9 SuRe � 23.00 _ Commercial Bade Flow Prevention Device or Anti- 25.00 Engineer City/Stale Zip Phone Polk+tion Devke Residential BKWkRv Prevention Device' 15.00 Describe work New O AdditLon O-- Repair O Any Trap or Wast Not Connected to a Fbftm 9.00 to be done: ResidentiaK Non-residentlol O Catch Basin 9.00 Additional description of work: Insp.of Existing Plumbing 40.00 _ Mr Specialty Requested Inspections 40.00 IL mr Existing use of -- Rain Drain,single family dwelling 30.00 47 building or property_! Crosse Traps 9.00 Proposed use of QUANTITY TOTAL building or property Imnah or rear diagim Is required M Quarwy Total Is >9 m 'SUBTOTAL I hereby acknowledge ttlat I have read it*application,that the Information W given is correct,that I arri the owner or authorized agent of the owner,and 5%SURCHARGE that plans submitted are in compliance with on State Laws. I Slgnatu cf Owner/Agrint, Dat "PLAN REVIEW 25%OF SUBTOTAL Q R N IhAas .IoW b>9 ^ 7 /� TOTAL ontact Person Name Phone - n�, X 'Minimum perk tae is S 31i surcharge,except�eskdentlal Badclbw s Prevention Devke,which b , 5%surcharge lir' - "All New Cornrnerelal Bull ngs require plans wNh isometric or riser diagram and plan review rldstLbkxnb&M dw Sl6r9e - CITY OF TIGARD DEVELOPMENT SERVICES PLUMBING PERMIT 13125 SW Hell Blvd.,1198rd,OR 97223(503)6394111 PERMIT #. . . . . . . : PLM98-0443 DATE ISSUED: 12/10/98 PARCEL: 29102AC-00700 SITE ADDRESS. . . : 12550 SW MAIN ST SUBDIVISION. . . . : BURNHAM TRACT ZONING: CBD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :001 JURISDICTION: TIG ---------------------------------------------------------------------------------- CLASS OF WORK. . :ALT GARBAGE DISPOSAL_S. : 0 MOBILE HOME SPACES. : 0 TYPE OF USE. . . . ...COM WASHING MACH. . . . . . : 0 BACKFLOW PREVNTRS. . : 0 OCCUPANCY GRP. . :M FLOOR DRAINS. . . . . . : 2 TRAPS. . . . . . . . . . . . . . : 0 STORIES. . . . . . . . : 0 WATER HEATERS. . . . . : 1 CATCH 9ASINS. . . . . . . : 0 FIXTURES-------------- LAUNDRY TRAYS. . . . . : 0 SF RAIN DRAINS. . . . . : 0 SINKS. . . . . . . . . . 0 URINALS. . . . . . . . . . . : 0 GREASE TRAPS. . . . . . . : 0 LAVATORIES. . . . : 1 OTHER FIXTURES. . . . : 0 TUB/SHOWERS. . . ; 0 SEWER LINE (ft ) . . . : 0 WATER CLOSETS. : 1 WATER LINE (ft) . . . : 0 DISHWASHERS. . . . : 0 RAIN DRAIN (ft ) . . . : 0 RpmArks : Add plumbing, lav, water closet, floor drain/sink, water heater, and laundry tray. Owner: -------------------------------------------------- FEES -------------- DOLAN R COMPANY LLC type amount by date recpt 1919 NW 19TH AVE PRMT $ 35. 00 B 12/10/98 98-311439 PORTLAND OR 97209 5PCT f 1. 75 B 12/10/98 98-311439 Phone #: Cont rar_t or----------.----------------------- POWER PLUMPING CO P 0 PDX 23144 TIGARD OR 972'81 -------------------------------------_.— Phone #: 244--1900 f 3u. 75 TOTAL Reg #. . . 0005-'3 ------- REOUIRED INSPECTIONS This per@it is issued subject to the regulations contained in the Rough—in Tnsp Tigard Municipal Code, State of Ore. Specialty Codes and all other Underfloor/Under applicable laws. All Mork will be done in accordance with Top—out Insp approved plans. This per@it will expire if work is not started Final Inspection within 188 days of issuance, or if work is suspended for @ore than 180 days. ATTENTION: Oregon law requires you to follow rules _ adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-@M1-*J@ through OAR 952-AM1-A190. You may obtain copies of these rules or direct questions to ODIC by calling (503)246-1987. Issued By: Permittee Signature: +++++ 1-++++++++4•++++++++++.+++++++++++++++++++++++•....++++•+++++++++++++..4.. -+++++ Call 539-4175 by 7:00 p. m. for an inspection needed the next business day ++++++•+++++++++++++++++++•F+++•*++++++++++++++•++++++++++++++++++++++++++++++++++ CITY OF TIGARD Plumbing Permit Application Plan Chock 0 1$125 3W HALL BLVD. Commercial and Residential Rec'd By�. _ TIGArRD, OR 97223 Date Recd " // Ye (503) 639-4171 Date to N.E. Print or Type Date to DST Incomplete or illegible applications will not be accepted Pen IttokN98'-dq'V-3 Related SWR#fig 030T Cilled1C- 3 Name of Development/Project FIXTURES;(Udividulli) ;a :4 WWE.4 !AMT Job Sink 9.00 Street Address� Suite Lavatory 9.00 Address _ 7 j ti '",w ° ca v-k Tub or Tub/Shower Comb 9.00 Bldg! City/State p Zip Shower Only - 9.00 1' ✓ Name Water Closet 9.00 ' ,h LLC- Dishwasher 9.00 Owner Mailing Address tte Garbage Disposal 9.00 y N w i y CA­( Washinn Machine -- 9 no City/Slate Zip Ph" Floor Drain/Floor Sink 2' 9.00 Name 3' 9.00 c 4' 9.00 Occupant Mailing Address f ` Suite Water Heater O conversion O like kind AIAW j 9.00 Gas piping requires a separate mechanical permit. City/State Zip Phone Laundry Room Tray 9.00 _ i (ct."'t Utl y 1.2c i �'� , Urinal 9.00 Name V, 16 ,JL,' l k, .h�ka n Other Fixtures(Specify) _ 900 Contractor Mailing Address Suite 9.00 ✓r 9.00 Prior to permit �ity/State Zip Phone Sewer-tst 100' 30.00 issuance,a copy iiiL" 12,4 1 -2`/'1 `c, Sewer-each additional 100' 25.00 of all licenses are Oregon Const.Cont.Board Llc.f Exp.Date -- — required if ', ,j c 'U c1 I Water Service-1st 100' 3000 expired in COT Plumbing Lic.# v Exp.Dale Water Service-each additional 200' 25"00 database "'L I r(43 Storm A Rain Drain-1 st 100' 30.00 Name Storm&Rail1 Drain-each additional 100' 25.00 Architect Mobile Home Space 25.00 or Mailing Address Suite Commercial Back Flow Prevention Device or Anti- 25.00 'w ,1 41- °I Zu Pollution Device _ Engineer City/State Zip Phone Residential Backflow Prevention Device' 15.00 1-c l c� K q ;z'G I c 1 (Irrigation timing devices require a separate Describe work to be done: restricted energy ermit. New 0 Repair O Replace with like kind: Yes O No O Any Trap or Waste Not Connected to a Fixture 9.00 Residential O Commercial O Catch Basin 9.00 Additional description of work. Insp.of Existing Plumbing 40.00 _ per/hr Specially Requested Inspections 40.00 L _ per/hr C - --�— - — Rein Drain,single family dwelling 30.00 Are you capping, mo:;rrg or r.,lacing any fixtures? - — - Grease Traps 9.00 Yes O No 6` If yes,see back of form to Indicate work perfortned by QUANTITY TOTAL fixture. FAILURE TO :.::CURATELY REPORT FIXTURE Isometric or riser diagram is required N k Janttty Total is >9 -.?,A#a"M°" ir;++✓ p WORK COULD RESULT IN INCREASED SEWER FEES. *SUBTOTAL I hereby acknowledge that I have read this application,that the Information u given is correct,that I am the owner or authorized agent of the owner,and 6%SURCHARGE -1 that plans submitted are in compliance with Oregon State Laws. _ Signature of Owner/Agent Date -PLAN REVIEW 25%CF SUBTOTAL Required only N fixture qty.total is>9 r Contact Person Narrro Phone 'Minimum permit fee is$25+5%^urchatge,except Residential Backflow Prevention Device,which Is$15+5%surcharge �--- ••AN New Commercial Buildings require plans with isometric or riser diagram and plan review I%dstslplumapp doc MM PLEASE COMPLETE: Fixture Type — Quantity by Work Performed New Moved Replaced Removed/Capped Sink � Lavatory i Tub or_Tub/Shower Combination— Shower Only Water Closet Dishwasher — Garbage Disposal Washing Machine _ Floor Drain/Floor Sink 2" �I 3" 411 Water Heater Laundry Room Tray Urinal _ Other Fixtures (Specify) _ COMMENTS REGARDING ABOVE: I U in 44a 1�" d c��CV-e �wpry+ew�R�.�S w�rZ 4iti„ eta clf — N -- -- [a co a— „v_ J W _j I mst6aw„app�:717198 CITY OF TIGARD DEVELOPMENT' SERVICES BUILDING PERMIT PERMIT #. . . . . . . : PUF'98-0480 13125 SW Hall Blvd., Tgard,OR 97223(503)639.4171 DATE ISSUED: 11/10/98 PARCEL: 2S102AC-00700 SITE ADDRESS. . . : 12550 SW MAIN ST SUBDIVISION. . . . : BURNHAM TRACT ZONING:CnD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :001 JURISDICTION:TIG ------------------------------------------------------------------------------------- REISSUE: FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. :FPS FIRST. . . . : 0 sf N: S: E: W: TYPE OF USE. . . :COM SECOND. . . : 0 sf PROTECT OPENINGS?---------- TYPE OF CONST. :3N . . . 1 0 sf N: S: E: W: OCCUPANCY GRP. :M TOTAL-------: 0 sf ROOF CONST: FIRE RET?: OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEP. RATED: STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT? : MEZZ?: RLQD SETBf1CKS-------- kEQIJIRED- ---------------- -- FLOOR LOAD— . - 0 ps f LEFT: 0 ft RGHT: 0 ft F I R SPKL- : 3MOK DET. . : DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:Y HNDICP ACC: BEDRMS: 0 BATHS: 0 IMF' SURFACE: 0 PRO CORR: PARKING: 0 VALUE. $ : 9602. Remarks : A-Boy Fire Alarm Owner: -----------------------•------------------------ ---- FEES --------------- A-BOY PLUMBING SUP'P'LY type amount by date recpt 12520 SW MAIN ST PRMT $ 80. 50 JSD 11/C3/98 98-310683 TIGARD OR 97223 5PCT $ 4. 03 JSD ti/09/98 98-310683 FIRE $ 32. 20 JSD 11/09/98 98-310683 Phone #: 225-9009 Contractor: -------------------------- SON I TROL_ PACIFIC 1975 SW 6TH AVE PnRTI._AND OR 97201 --------------------------------------- Phone #: 223-5822 $ 116.. 73 TOTAL Reg #. . : 000535 --REQUIRED ACTIONS or INSPECTIONS---- This permit is issued subject to the regulations contained in the Fire Alarm Insp Tigard Municipal Code, State of Are. Specialty Codes and all other applicable laws. All work will be done in accordance with _ w 4. approved plans, This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more tj than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those J rules are set forth in OAR 9`?-A81--N18 through OAR 952-A8181987. ED" You many obtain a copy of these rules or direct questions to Ours, _ 3 by calling (503)246-1987. W Permittee Signature Issued +.++++++++++++++++++++++++++• ++++++++++++++++++++++++++++++++++++++++++++++++++ Call 639-4175 by 7:00 p. m. for an inspection needed the next business day +++++.++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Fire Protection Permit Application Plan Check 0 /Nr CITY OF TIGARD Commercial or Residential Rec'd By r a ✓s/ 13125 SW HALL BLVD. Date Reda TIGARD, OR 97223 lariat or Type Date to P.E. (503) 639-4171, x. 304 Incomplete or illegible a,)plications will not be accepted Date to DST « e Permit# _ Called Job Nam of Developm auPro))ect —� ,.ype of System(Complete A or 8 as applicable) lvb is_ Address Addre s A.)Sprinkler Wet O Dry p Name Standpipes/Y,�:4 r, / Owner Mallin A r Hazard Group 71 J" v J%✓ r x'A' J e Additional _ Cit /State I.i Phone Information Density .2,,` ,��� ver y .1�r- *01 N e Design Area Occupant Mailing Addrft", K.Factor City/State— — Zip Phone A.1)_Sprinkler Project Valuation $ ContractorN /^J B.) Fire Alarm (Sprinkler or lJQ`�(fir�r�/ / �Cl �C - _ Submittal Shall Include Battery Calculations Alarm Company) Mailing Address YES Prior to permit f ,J" G �� _ issuance,a City/State Zip Phone Individual Component YES p- cgpy _ Cut Sheets 9 of all licenses �r � �� a vrl ?,23 J P2 Z B.1) Fire Alarm Project Valuation $ are required if State Const.Cont.Board Lic.0 Exp.Date expired In COTI f_ Project Valuation Subtotal(A b or B) database _ 7e09 �. Name Pelrmlt fee based on valuation $ X10 _ (see chart on back) 0 _ Architect Mailing Address � 5% Surcharge a v�3 City/StatePhone FLS Plan Review 40%of Permit 3 Describe work. A.)New O Addition O Alteration O Repair o to be done: TOTAL v- $ - B.) Modification to sprinkler heads only: 1 1-10 heads=No plans required Plans required: Submit three sets of pia-is,Including a vicinity map and 2. 11—Plan review required the location of the nearest hydrant. 1 hereby acknowledge that I have read this application,that the Information given Is Number of sprinkler heads: corned,that I am the owner or authorizer)agent of the owner,and that plans submitted are in nornpliance with Oregon State laws Additional Description of Work: Signature of rJwn r/ gent Date A.)In Existing Building ❑ New Building ( �' -& �/ 3��� F' BuildingC�m. ame Phone N V t O��pr,'e. -Z-2315""/'.7.2- Data e.► Comnmerci Residential ❑ -2— F(JR OFFICE USE ONLY: _ -� - — No.of stories: Plat# MaprrL#:QD / W Sq.Ft: Notes Occupancy Class Type of Construction Y is\Ftresupr.doc CITY OF TIGARD BUILDING PERMIT FEES TOTAL STATE BUILDING VALUATION OF PERMIT F.L.S. TAX PERMIT PROJECT FEES (40%) (5%) FEES 1-1500 25.00 10.00 'i.25 36.25 1,501-1600 26.50 10.60 1.33 38.43 1,601-1,700 28.00 11.20 1.40 40.60 1,701-1,800 29.50 11.80 148 42.78 1,801-1,900 31.00 12.40 1.55 44.95 1,901-2,000 32.50 13.00 1.63 47.13 2,001-3,000 38.50 15.40 1.93 55.83 3,001-4,000 44.50 17.80 2.23 64.53 4,001-5,000 50.50 20.20 2.53 73.23 5,001-6,000 56.50 22.60 2.83 81.93 6,001-7,000 62.50 25.00 3.13 90.63 7,001-8,000 68.50 27.40 3.43 99.33 8,001-9,000 74.50 29.80 3.73 108.03 9,001-10,000 80.50 32.20 4.03 '116.73 10,001-11,000 86.50 34.60 4.33 125.43 11,001-12,000 92.50 37.00 4.63 134.13 12,001-13,000 98.50 39.40 4.93 142.83 13,001-14,000 104.50 41.80 5.23 151.53 14,001-15,000 110.50 44.20 5.53 160.23 15,001-16,006 116.50 46.60 5.83 168.93 16,001-17,000 122.50 49.00 6.13 177.63 17,001-18,000 128.50 51.40 6.43 186.33 18,001-19,000 134.50 53.80 6.73 195.73 19,001-20,000 140.50 56.2.0 7.03 203.73 20,001-21,000 146.50 58.60 7.33 212.43 21,001-22,000 152.50 61.00 7.63 221.13 22,001-23,000 158.50 63.40 7.93 229.83 23,001-24,000 164.50 65.80 8.23 238.53 24,001-25,000 170.50 68.20 8.53 247.23 a 25,001-26,000 175.00 70.00 8.75 253.75 a 26,001-27,000 179.50 71.80 8.98 26028 H U) 27,001-28,000 184.00 73.60 9.20 266.80 28,001-29,000 188.50 75.40 9.43 273.33 -� 29,001-30,000 193.00 77.20 9.65 279.85 co 30,001-31,000 197.50 79.00 9.88 286.38 J31,001-32,000 202.00 80.80 10.10 2.92.90 32,001-33,000 206.50 82.60 10.33 299.43 33,001-34,000 211.00 84.40 10.55 305.95 34,001-35,000 215.50 86.20 10.78 312.48 35,001-36,000 220.00 88.00 11.00 319.00 36,001-37,000 224.50 89.80 11.23 325.51 37,001-38,000 229.00 91.60 11.45 332.05 i:\firestipr.doc esupr.doc • r r � l P/',on:.•�rt 31^ �rw ;J1r•6 ---------------------- _ C \ �.'` — -- -o r••-1•VA !•-C r- , I^^--•• _ r-C ••0; I - 2T-+• _._�. --�� - � r I•_� � a.J,_--0 ..•tea----- I OP -.0° CITY ofi T Q ditioh �Y For only thew Pproved....... _ 5 eR�,t No o� escrib- in.... ... ..� r I er b. FOtI(jyV A • Job Address: Attach. , . Ay � /raC a:�r � I ---dte: I 0 I I ! • • • 1 0 I I 1 • • • � •�• •I I _ .. • I I I I • • • • • I II ` •••• OS f I I� Os i e • •s••� f I I '+j ••••• • i *00060 r r0-{' 9 �I t cc ?Ic cc � RJ. cc �rn -' cc Er ) I I I I !I� � 1 I v z I I -- I T- CC ' sDs rm I `.6 ru* WG WALL I I t a Ie� ► ,'1 ••••• es c ¢ I I I I I ele•e. e•fee• •••••• e / ' I I I I I • • • • • e• •e • • Go • O • ` I I ee• •I I • • • e•ee / 1 1 6 I I •• • • • •ee•e• Go Go ee•e • • ••• • ••ee U EL ._ ------ I I I •000e • Ds sees1 • `a I I`#Q I ee• e • • • I to • e4•4e tee U .-0. a.-0. 1 Goo •••• ._c p_D I I � I I I � •••e•• .•e•e' ecce LEGEND KEYNOTES ® Roe„ SECOND ROOF LAN 16t. DOM r *FR (� Mi-.1R cow-c" ►"n-xa msu _ - - - 1CI Rumb- wDDa STUDS.11..eCR ' I �•/{ �o"7U/ ��a�- ut • f l SILENT KNIGHTERClA�. ( FIRE SYSTEMS* FIRE ALARMS id- 04 . • . Panel With Exclus FEATURES • The 4 Class B(Style B)zones are Interchangeable to Class A (Style D) using the Model 7181 Zone Converter • Fuseless design reduces service calls • Field selectabi g2or 12 VDC power supply • 3 amp current output available for external devices • Compatible with 2-and 4-wire smoke detectors as well as water flow and sounding devices • Two 1.5 amp supervised notification circuits programmable for steady, pulsing, temporal, supervisory _ • Auxiliary outputs of 1.5 amp at 12 or 24 VDC and 175 mA at 12 VDC(only) • Smoke verification, pre-alarm delay and cross-zoning minimize false alarms • Two general purpose relays Model 5204 (2.5A dry contact form C) • Optional plug-in UL Listed digital communicator (Model 5205) During normal operation, the 5204 constantly checks smoke and other sensing devices for fire • Up/downloading(reduces service time) conditions. it also conducts system checks to deter- Programmable from on-board touchpad or mine If any troubles, or systems problems, exist. If optional remote annunciator the 5204 encounters a fire or trouble condition, it sounds an audible warning In the local area, and C Accu-Zone'"' diagnostics with the optional plug-in digital communicator e installed, it sends a report to a central station. v pro- DESCRIPTION The 5204's microprocessor constantly runs pro- grams to check inputs and carry out other routine The Silent Knight 5204 is a low cost, high feature functions. if the pro;)rams ever stop running, a local fire evacuation control panel designed for watchdog circuit will detect It and reset the micro- applications requiring manual and automatic fire processor to resume normal operations. alann as well as water flaw and sprinkler superviso- ry service. The basic unit offers local fire alarm con- When using the optional communicator, the Model trol up to four zones, and central station communica- 5204 conducts an automatic self-test every 24 hours tions with the optional, UL Listed Model 5205 Digital — at a time you select — and sends a report to the Communicator. It is compatible with both 2- and 4- central station. wire smoke detectors. Compact, easy to install and serAce, it delivers features you'd expect to find in Other features of the system include English-lan- fire systems costing much more, guage remote annunciation, which simplifies "Step Programming" of custom options. Remote down- Y,TtlT a: 4 ` ,m, r,;m olirninnte the twu telephone: lines to report alarms and troubles to a ti.11,l nici:rn far'repro- central station. The 5205 digital dialer can supervise fi f,rl! drill procedum the telephone lines and activate a trouble-alert if a hrrF! ni,�,isuri and line failure is sustained for 45 seconds or longer. ;r r;,w set up and test Other communications/reporting features include: r ,hnrI equipment. The built-in ring detector, re-try if communication failed, ..r,ql,, person to test two phons, number capability (plus computer phone rl:uit ring occurs for downloading), Touch-Tone® and rotary compati- "I .,nsor lost events bility. Optional ground start is available with Model t ,, vI„wr,lf when test- 2608. I 11il !,,-1rd cif-min elimi- hn ;;nrVu:f- ,„ills 1-he 5205 is compatible with all major reporting formats including SIA (securi!y industry standard), SK r7 wj j rC FSK(4/2), SK4+2 tone burst, SK 3/1, SESCOA 3/1 and Radionics BFSK. Format selectable by account rl,rnul;frintrn,rrrl number. i ',uuia;lt ;r ANNUNCIATION Me AIAAM AHRUNC1AtOA own inn 11111EIIIIIII .Irr,ruri n1lrntllIrnl r-'r her � nn ) nr rui.try pi" line. !�Irflr nnrr,r t.: t Iin; Model 5230 t inaalirf an annunciator/digital programmer fh it, nht. Its six LEDs (for alarm, trouble, ,iihnced, AC/low battery, event memory, time s1oUreporting) aro visible without opening the cabinet. The programmer allows for easy operation of all func- tions. It features dual seven-segment display and J I t.ATOH fourteen unuluely assigned function keys. Keys are: dialer which EN rEH, CLEAR, SILENCE, DISABLE (formerly "SHUNT") and 0.9 used for ALARM RESET, CLEAR ;.t r•�rd. It has the ability to seize At-ARM MEMORY, DIALER RESET, REQUEST DOWNLOAD, DISPLAY MEMORY, DISPLAY TROU- BLES, SET DATE and SET TIME. Remote annunciation is available through the Model 5230. This four-wire remote annunciator is easy to .. operate. Its fourteen keys can perform the same oper- ations as the main system annunciator, including silencing, resetting, programming and displaying of alarms, troubles and alarm memory. JA Features include LCD display, backlighting and English-language annunciation. i Up to four 5230s can be attached to one 5204. Standby current draw por 5230 is 60mA, alarm cur- Model 5205 rent is 120mA. SPECIFICATIONS SET MODE/REPORT (Yellow) —On when system is in test or program mode, including Date/Time set ELECTRICAL SPECIFICATIONS: mode. Flashes when system is reporting. primary AC: 120 VRMS at 60HZ, 2.5A otal Accessory Load: 3A at 24VDC or 3A at 12 VDC MECHANICAL SPECIFICATIONS: Dimensions: 14 7/8 in.W x 19 5/8 in. H x 4 1/4 in. D NOTIFICATION CIRCUITS: (37.8 cm W x 49.8 cm H x 10.6 cm D) i Two Style W 1.5 amp max per circuit at 12 or 24VDC. Weight: 24 lbs. (10.88 kilograms) Programmable for steady, pulsing, temporal and Color: Red supervisory for sprinkler system supervision. TELEPHONE REQUIREMENTS: AUXILIARY OUTPUTS: Type of Jack: RJ31X (2 required) 1.5 amps at 12 or 24 VDC 175 mA, 12V APPROVALS: UL 864 Listing INDICATOR LIGHTS: FCC Part 68 and Part 15 AC/DC POWER (Green) — On when power systems CFM Approval pending are normal; flashes for AC or DC failure. New York City(MEA) pending ALARM (Red) — On for alarm. NFPA 72 —Central Station Reporting TROUBLE (Yellow) — On when trouble condition —Local Protective Signaling System exists. —Auxiliary Signaling System —Remote Signaling SILENCED (Yellow) — On when alarm or trouble or supervisory has been silenced but not yet cleared. EVENT MEMORY (Yellow),— On when an alarm condition has been reset. ' 7PTIONAL ACCESSORIES 5530 Downloading Modem SIA format modem for remote programming of 5201 Model 4180 Status Display Module and other Silent Knight controls. Provides 16 outputs to give ---- �� alarm and trouble conditions by zone. Can be used to drive LED or graphic annun- ciators. Non-supervised. {. Model 7181 Fire Zone Converter Converts Style A zones to Style D and vice versa. 5541 Downloading Software (not shown) For remote programming with IBM PC and compati- ble computers. Can be used with 5204 and other Silent Knigh!products. Requires Model 5530 Modem. i iIc 7860 Modular Telephone Cable (not shown) i I Used to connect 5204 to RJ-31X phone jack (2 ! required.) I 5220 Direct Connect Module Used for City Box and polarity reversing direct wire 2608 Auxiliary Relay (not shown) applications. Used for ground start phone lines. L u ARCHITECT/ENGINEER SPECIFICATIONS The contractor shall provide a completely electrically supervised The control shall have an annunciator to sequentially Indicate fire alarm control system. The system shall contain a lire alarm zones in alarm, zones in trouble and system functions.LEDs shaft control panel to supervise and operate heal and smoke detection augment the display to clarity the system status to an oaerator.An devices, alarm notification devices and visual annunciators. An integral touchpad shall be provided to operate, set up and Inlerro- oplional digital communicator shall transmit fire alarm,trouble and gate the system. Vital operations such as alarm silencing or reset supervisory signals to a central station. The controller shall be UL shall be simple and obvious to an operator. Listed for use under NFPA 72 standards.It shall provide power and control for tour supervised detection zones, 2 supervised notifica- The optional, plug-in digital communicator shall be UL Listed for Hon circuits, and, optionally, an approved plug-in digital communi- use under NFPA 72 standards.It shall have the capability to super- cator.The controller shall be Silent Knight 5204 or appnwed equiv- vise two telephone lines, seize the phone line and send the alarm alent. signal on one or both lines without the addition of any more equip- ment.It shall be able to communicate to a central station In SIA,SK There shall be four Style A detection zones. They shall accommo- FSK(4/2), SK4/2 tone burst, SK 3/1, SESCOA 3/1, Radlonics date heat detectors,products of combustion detectors,manual pull BFSK. The optional plug-in,digital communicator shall sound a stations, sprinkler flow switches and gale valve supervisory switch- local trouble signal if the telephone service is Interrupted for longer es Intermixed as desired and permitted by NFPA 72. Products of than 45 seconds and it shall transmit a signal Indicating the loss of combustion detection may be either 2-or 4-wire and shall be cross- phone line service to the central station over the remaining phone listed by UL for use on the system. The detection zones shall be lime. A signal shall also be transmitted indicating restoral of phone programmable to(1)be cross zones so that h•,o adjacent detectors service, The optional digital Communicator shall be able to report must sense products of combustion, (2) automatically reset a the loss of either phone line without regard to which phone line defector to verify that smoke exists, (3) see a single detector in failed first.It both lines fail,a local signal shall sound. alarm — before the alarm is sounded and, optionally, a signal is transmitted to the central station. The optional digital communicator shall have the ability to send a test signal to the central station every 24 hours. The test signal There shall bo two one and on half amp supervised alarm notil--ica- shall be able to be transmitted at a specific time of day or night by tion circuits. They shall cause the bells/homs to ring steady/puls- setting a program within the communicator. ing/lemporal throughout the premises unfit reset or silenced. The alarm signals transmitted to the central station shall indicate The control shall be equipped with two auxiliary relays that shall be which of the four zones is In alarm And which zones are in trouble. programmed to operate on(1)alarm, (T.)zone trouble, (3)supervi- Restoral from alarm or trouble shall also be transmitted by zone. sory, (4) supervisory trouble, (5) system trouble. The relays shaft The optional digital communicator shall be capable of communlcat- maintain contact until cleared. ing to Silent Knight,Radionics or Ademco central station receivers. Ci STATus DISPLAY MODULE ONES 1.4 MODEL 4100 [N�I �JATO 2 PROGnAMMASL.E, GENERAL PURPOSE ^—^-�-ARELAYS(FORM C) low 1 ZONE INPUTS OPTONL MODEL 02a! I OIGiTAI TOUCHPAO MMUMCA O 4 STYLE A(CLASS B) 1111111. ._.�.`.� &#LENT KNIGHT 2&UPERYtSEO MODEL.Std NOTIFTCATIM CIRCUITS FIRE CONTRTROI. PANEL MODEL 7101 CCOONN AA FEF Mooet.^220 FIRE ZONE ECT CONNE FIRE ZO E NOODLE TO 1-EAtV-#INE on CITY Box MODEL STE C�--��� REMOTE REMOTE"1"7!KF.Y$YtTTCH ANNUNCIATOR OR ALARM RESET (UP TO 4 PER SYSTEM) Figure 1 --Block diagram for Model 5204 Fire Control Partes 7550 Meridian Circle, Maple Grove, MN 55369-4927 SILENT KNIGHT or in Minnesota(612)493-6435 MADE IN KNIGHT Fax. (612)493 6475 AMERICA L3FIRE SYSTEMS* THE QUALiTYEOGE Form No. 150778(Rev 5/95) Model 5204 Fire Control/Communicator Installation Manual 4.2 Current Draw Worksheet Number of Current Device Standby qia Device Devices Current For each device, use tkit/amula: 11t/t coir X.- Current 5204 Fire ControU �"" ` Cantel 'maser' alerMei E(2max.) Standby: 120 mA / mA Communicator Alarm: 400 mA 4180 Status Display moduleStandby: 20 mA mA Alarm: tttA 5205 Dialer 140 mA fel"* mA „andby: 10 mA mA Alarm: 100 mA O MA mA 5220 Direct Conn.ct module I Standby: `0 mA Alarm: "0 mA mA 5230 Remote Annunciator Standby: --I 6�mA Q mA (3 max.) Alarm: _ I211 mA AID mA. 7181 Zone Converter =(4m Standby Izvnm 32r S mA -- mA Alarm 12V/24v: 9W65 mA mA A Current Subtotals: D mA Q mA SMO{(@ Detectors Referrod1rkY.inanue+ljartm/vn1-timp. See Tablel6-2andd-3format NPer loop. Standby: .090 mA �, mA 3� Alarm: S,JmA Standby: LS mA mA —•- mA Alarm: mA mA Standby: mA mA 8 Alarm: mA .mA Current Subtotals: mA ` mA Notification Devices •W�bflfWCe nw7lrMlfoh/tlthlbtr Q�d�'/C71a��1/sM7111V1h►�t. ��.s• Alarm: /,1 mA .?y 1- .�Ln►1,(�i„d Alarm: G mA C Y mA / 32L mA Current Subtotals: mA 170 mA Additional Devices --- Standby: mA mA Alarm: mA mA Standby^ mA mA Alarm: mA mA Standby: mA mA Alarm: mA mA Standby: mA mA D _ Alarm: mA mA` Current Subtotals: mA — mA Total current ratings of all devices in,system(add A through D)': yd,� /9 3 mA mA E Total current ratings converted to amperes(x.001): �9 } A 4. nif/njonmtlon mutt be cared with Table 4-/and Table 4.2 to complete battery calculallonr. 4-2 a - Model 5204 Fire ControllCommunicator Installation Manual f 4.2.2 Worksheet Requirements �- The following steps must be taken when determining 5204 current ratings: I. For the Model 5204, you must measure the alarm(active)current. If only one current rating is listed, the draw for that device is the same whether the system is in alarm or standby conditic;_. The exception is for notification devices, which are rated at alarm current only. Standby c,--tent for sounding devices is 0 mA. 2. To measure, the maximum alarm current of the panel, measure the current draw(with no devices connected to the panel) by connecting a DC amp meter in series with one of the batteries. Disconnect the AC power source. Put the panel in alarm. The meter will indicate the a►arm current, which will be in the range of 120-400 mA. Fill in the system alarm current in the Current per Device column on the Cturent Draw worksheet. You can estimate without measuring the alarm current by filling in the maximum total alarm current of 400 mA. Note: In a 12-volt system, measure the current from both batteries(disconnect both grounds). 3. For smoke dett.ctors, notification de�,ices and devices not mentioned in the manual,refer to the device manual for the cwrent r„zings. The worksheet example shown on the previous page provides rough estimates for a"worst case” installation. 4. Use Table 4-1 to determine the battery amp hour rating reeded for your installation. Refer to C',the example (Figure 4-3) that follows. Note that the calculated rating in Row H cannot exceed the ratings shown in Table 4-2). Table 4-1. Battery Calculations Total Standby Total Marm Current Current A Total supervisory current from the Current Draw worksheet(row E). ,Iy.3 A { B Number of standby hours(24 and 60 for NFPA 72, Chapter 1, 1-5.2.5). .�y H C Multiply Lines A and B. / AH y-6 3z D Total alarm current from the Current Draw ,;> worksheet(row E). E Alarm sounding period it hours. (For example, 5 minutes=.084 hours.) F Multiply lines D and E. Aft G Add lines C and F. �. . : , d o y y�y/ AH Multiply line G by 1.2. (Total ampere/hours required*) AH Use next size battery with capacity greater than required. 4-4 1 These instructions apply to all models of Notifier manual pull 12 canton"Ile Road Jstations. Followin these instructions will help ensure, that loop�O T I F I E R Northford,CT 06472g connections to the devices are adequately supervised. Manual Alarm CAUTION: Install all Notifier manual pull stations in accordance with these instructions, applicable NFPA standards, local codes Station Wiring and the requirements of the authority havingJuri5diction.Failure.to follow these directions may result in failure of the device to report Product Installation Document an alarm condition.Notifier is not responsible for devices that have Document 123-0153 Rev D 10/24/95 ECN 95.199 been imrroperly Installed,tested,or maintained. Switch Contact Rating: 1.0 Amp 0 30 VOCNAC Typical Wiring Diagram Typical Wiring Diagram For!isted models:BG-1T5,BNG-1FT5, For listed models:LNG-1T5,LRG-1T5 BNG-1T5,BRG-IT5 From previoue etatlon or fire alarm contra!panel Factory wiring To next station or end-of-line device From previous station or fire alarm control panel i I Factory wiring To next station or end-of-line device Typical Wiring Diagram Typical Wiring Diagram For listed models: BNG-1,13RG-1,LRGA LNG-1 For listed models:BNG-1F,13RG-1F,130-11F Normally.losed Common IN (+) Red (Black) (Red) IN ( ) Black Form C Contacts rs H = a ormally Open J • :•��W' (White) " 0 • • • OUT(+) Red OUT( ) Bfack _ 4t'ygt! Normally Closed (Black) Normally Open Form C Contacts (white) Common (Red) . INSTALLATION AND MAINTENANCE INSTRUCTIONS �-"� SpectrAlert Horns, Strobes, and ll 'Horn/Strobes � V�75�OR' For use with the following models: A Division of Pltlway Uorns: 12/24 volt. 1112/240,1112/24W* 31125 Ohio Avenue,St.Charles,Illinois 60174 Strobes: 12 volt: SIMS,SI2iS7S,S1215W,S12157SW I-800-SENSOR2,FAX:630377.6495 24 volt: SZ41S•,S241575F(FUEGO),S24157S%$:24750,S241100, S241SW•,S241S75W•,S2475W•,S24110W- Combo: 12 volt: P1215,11121575. P1215W, P12157SW 24 volt: P24150,P241575F(FUEGO) P2415?S•,1'124750,P24110% P241sw•,P24157sw•,P247sw•,P24110w• SPECTR4�l,Cert. •ULC models add sulk'A",14 volt models only Spodncadtons Voltage Range: DC or Full-Wave Rectified (CAUTION:IfIZ/24(A)and HI2/24W(A)will not operate on coded power supplies.) Horn: 10.5 to 30 Volts; if 12/24A and III 2/24WA(ULC)20 to 30 volts Strobes b horn/Strobes: 12-voll models-10.5 to 17 volts;24-volt models-20 to 30 volts i. 'A MDL module): 12-volt nodels-II to 17 volts;24-volt models-21 to 30 volts Flash Rate: I Flash Per Second Operating Temperature: 32' F to 120'F(0'C to 49'C) Light Output: Models with 15 only In the model number are listed at 15 candela Models with 1575 are listed at 15 candela per UL 1971 but will provide 75 candela on axis(straight ahead) Models with 75 are listed at 7S can3ela Models with 110 are fisted at 110 ca:ldela Sound Output: Sound output levels are established at Underwriters Laboratories In their reverberant room. Always use the sound output specified as I1L Raverberani Room when comparing products. Listings: UL 54011 (Horns and Horn/Strobe;), UL SS512 (Strobes), ULC CS548 (Horns), ULC CS549 (Strobes and Horn/Strobes), Factory Mutual,CS-'M,MEA Gennep Dessxlptlets rower supply Con wwatlene The SpectrAlert series notification appliances are designed to Panels typically supply DC filleted voltage or FWR(full-wave rec- meet the requirements of most agencies governing these device;. Ufled) voltage. The system design engineer must calculate the Including: NFPA, The National Fire Alarm Code, UL, ULC, FM, number of units used In a zone based on the type of panel supply. CSFM, MEA. Also,check with your local Authority Having Jurl Be certain the sum of all the device currents do not exceed the diction for other codes or standards that may apply. current capability of the panel. Calculations are based on using the device current found In the subsequent charts and must be the The SpeclrAlerl series can be Installed in systems using 12•or 2-1- current specified for the type of panel power supply used. volt panels having DC or full-wave rectified (FWR) power supplies. The series can also be installed in systems requiring Wire Sizes synchronization (module MDI. required) or systems that do n.i The designer must be sure that the Iasi device on the circuit has require synchronization (no module required). sufficient voltage to operate the device within lis rated voltage. When calculating the voltage available In the last device,It Is nec- a. NOTICE: This manual should be left with the owner/user of th-s essary to consider the voltage drop due to the resistance of the FI- equipment wire. The thicker the wire, the less the voltage drop. Generally, U) for purposes of determining the wire size necessary for the sys- nre Alarm System Consideratlme tem, it Is best to consider all of the devices as "lumped" on the J Temporal and Non-Temporal Coded Signals: end of the supply circuit (simulates "worst case"). ® The American National Standards Institute and the National FI,e Typical wire size resistance: 0 Alarm Code require that all horns used for building evacuaticn 18 AWG solid: Approximately 8 ohms/1,000 it. LU installed after July I, 1996,must produce Temporal Coded Signals 16 AWG solid: Approximately 5 ohms/1,000 ft. 14 AWG solid: Approximately 3 ohms/1,000 ft. Signals other than those used for evacuation purposes do not hate 12 AWC solid: Approximately 2 ohms/1,000 fl. to produce the Temporal Coded Signal. Temporal coding is accom- plished by imernipling a steady sound in the following manner: Example: Assume you have 10 devices on a zone and each re- quires 50 mA average and 2000 FI. of 14 AWC wiring (lolal 1/2 Sec. 112 sec. 1/2 Sec. 112 Sec. 112 sec. r-112 Sec. Repeals length e outgoing 4 return). The voltage at the end of the loop is On on on on on on — ♦ 0.050 amps per device x 10 devices x 3 ohms/1,000 fl. x 2(W h -3 volts drop. D900.13.00 1 156 982.05 Strobe Only: AVERAGE CVNRENT(mA) ►EAK CURRENT(mA) M RUSH CURRENT(mA) V-1111011 4 . v f 4r 4V to.6V 12V Iry 29V 21V "V 10.6v 12v ITV !ov 2W 20V Io.$V Iry Iry 20V 24V 20V condeh. OC rwA a www a rwn oc rwrl oc rrm oc r1w1 (wn Kc rwrl r r1m a r rlw tx x1111 r1p1 rwq f 1 133 1611 114 151 1 Ijj _�!�20 N N NO 4N 4 1N 1170 1 .14 1 1 1 6 ro J7 Iy7S IN tt2 d2 171 N I N 1 4NIro ! 1 14 t LNA 1 i Ifo x30 10 7ry NA NA NA NA NA NA it3 IN 102 lel NA NA NA NA NA NA eq NA NA NA n0 q M 1 NA NA NA NA 1 71 NA MA • '7 Horn only: AVERAGE CURRENT(mA) Y Hlgtaow low 10.6V Iry Iry 20V 1"24V 30V Tom Ve1111m Mon ¢ "A cc rimOc oe rwn r" op cbcno- high To" l to 12 le 1411n 1 r Mch Nan to n t0 1 14 J 1 few Tsr NA NA NA NA W JIMMMAI 1 I7 1 NM NA MA NA NA MA t 1 t i7 :1000 Ht t0gh Lelllp 1 I1 I I IIntern)" Non 11 11 11 21 l4Low T NA MA NA hA MA 1 11 6 1 '— NM Hem/Strobe 15 cd: llbrn/Strobe 75 ed: AVERAGE CURRENT(mA) AVERAGE CURRENT(mA) 4Y 4Y Hlghllow Temp 101V 12V ITV 29V 24V HISh1Low Tswlp I8,11V 1211 Iry 20V 24V 30V Tons Vo luM Mon 11c rrm oC #M1 M oe rvM Ke "A KC loft Vok, M011 f"M reM Q r rrm rm oe rrt1 Electro- High IVM__ 143 Iro 1 e loll " lex -ILI tel rletho- High T�111,Q NA NA MA NA 1041191114817 t 1 to meth Non IN fro 14 Ip t3 to >• 1 M t meth 140n NA NA NA NA NA 1 I 1N 1 1 Low T NA kr,NA NA NA NA 70 1 Low Too NA I N NA NA -1 p— 1 1 1q 1 Nan NA NA NA NA MA NA 1 92 7 t NA NA NA f 7 lq 1 r 1 Ib 100pNt INg1+ T Ne 172 12b IN 7 IU I 1 1 J 1 100011[ lNph �s�n� IA I 1 t li 1 Ile NNermpl. Tion 144 173 6 IN N 1 71 1 I 1 1 f1l Am No MA MA t f t 1311 177 Low T1�- NA NA NA NA NA NA 1 low r1A NA IN 1 1 1 J 1 Nan 4 I Horn/Strobe 1575 cd: Horn/Strobe 110 ea AVERAGE CURRENT(mA) AVERAGE CURRENT(mA) Y 4r 4Y MgNtow Temp lo.6V qv ITV MV 24V IOV HISh1Low Tang IMAV 11V Iry 20V 24V 1 V Tons vollxlls Mon x rw11 ec V.- oc r ce rww oo F" oe Temyohnle Mon Be rrm rwh OC _ oc rwrl rm1 ac r11w Eleclrn- INgh T 171 103 ,1Y 101 113 IN 113 91111111 (Is^_no- 140 --T NA NA MA NA IN 241 1 201 1M200 mach. Non 111 191 1 111 11 11 N 11 1 rlech Non NA NA NA MA MA IN 11 1 It low Ie NA NA NA NA / 104 1 low T NA NA NA NA IN 1 1 Non NA NA NA NA t Non NA NA 11A 1/A I I 232 164.201 Ito 1000 H[ Isph T 1 1 152 1 Itb 1 I 11 1 9000 H[ HVgf1 NA 1 214 / Inlarnrpl. Non 1 IN 1 1 !, a Vupt. NA NA MA tl1 N I 7 1 Low Te NA NA IA NA 11 Low T NA NA MA NA I 1 7 1/ NA 7 1 Sound 0"M Guide UL Rewarlwant l mon 41SA0 wefts be Aaeehele MA 010 ft./wefts DC LIM 12 17 24 a 14 10,1 12 11 20 2! 30 Temporal Low Volume Electromechanical NA NA NA 75 75 79 NA NA NA 94 96 98 3000 Hz Interrupted NA NA NA 75 79 79 NA NA NA 94 96 98 Iligh Volume Electromechanical 75 75 79 82 82 82 94 95 98 100 101 102 30001tzInterrupted 75 75 79 82 85 85 94 95 98 100 101 102 Non- Low Volume Electromechanical NA NA Nt. 79 82 85 NA NA NA 94 96 98 Temporal 3000Itz Interrupted NA NA NA 82 82 85 NA NA NA 94 96 98 CL high Volume Electromechanical 79 79 a5 85 88 a8 94 95 98 100 101 102 & 3000 tiz Interrupted 79 82 a5 a8 88 90 93 95 98 ion 101 102 The same number of devices using 12 AWG wire will produce 71•mp/Non-Temp: II only 2 volts drop. The same devices using 10 AWC wire will pro- Temporal ending or Non-11?mporal coding can be se- f duce a volts drop. lected using the jumper plugs located on the printed rlr- Consult your panel manufacturer's specifications, as well as cult board. With the jumper offset, the tone pattern is i SpectrAlert's operating voltage range to determine acceptable the Ttmporal Coded Signal. With the jlmrper in place, Jvoltage drop. the Non-Temporal code(continuous) lone is arrive. Horn Selections Iligh/L.ow Volume: llorns are factory set for high volume,temporal code,and electro- High or low volume may be selected using the jumper mechanical lone. plugs located on the printed circuit board. With the fines: jumper in place, the sound output level is the high level. TWo tones may be selected using the Jumper plugs lo- With the jumper offset,the sound output level is the lore cated on the printed circuit board. With the jumper off- level. The low volume setting must NOT be used when set, the tone is the Electromechanical sound. With The the device Is powered from A 12.-volt panel. Jumper In place,(lie tone is a 3 klfz sound. MITE:Always rower down devices before setting jumpers. V900-11-00 2 156-91112-05 System Operation:Non-Synchvonlzed Devices Figure 1.Any combination of models powered by s 2-wire Flgmre 2.Any cosnblstation of models powered by a 4-wlre circuit: cirmlt to provide Independent horn and strobe operation (Remove(aotory Installed Jumpers,see Flgwe 4)- (4) HORN HORMSTROBE iTRMEONLY (41 01 101 f♦1 ! N N O O O [ L R m O (-) N I (-) - 1-) ' �. ;c 10 `M (♦) :O i s s 0 s0 L - 1- Figure 3:Horns and strobes powered In tandetar. Figure 4:Horns and strobes;powered Independently: El ►Ae"W I p taue maws euro urn- n.ewo 0 rani ssRoen war TO NEXT r -1 TO NeXT r�"T frewtw ovonuo 0 Device on{` EOL 4-0 EOL .' 0 t•) ' (') mom: TOf1ExT �__ � erneees rpm, FAF OR NI(MODuLEEMUS EOl FACTORY rNSTALLED t_r(•) (•) OlmE JUMPERS 1 e.w.rww•Uw„M , •1•awrwrw,. ANyARNlVO The Um"atloas ofHorm/strobes The horn and/or strobe will not work without power.The horn/strobe uses an extremely reliable xenon flash tube. It flashes at lean once every gets its power from the fire/security panel monitoring the alarm system.If second.The strobe must not be Installed in direct sunlight or areas of high power is cut off for any reason,the horn/strobe will not provide the de. light intensity(over 60 foot candles)where the visual flash might be disre- sired audio or visual warning. garded or not seen.The strobe may not be seen by the visually Impaired. The horn may not be heard.The loudness of the horn meets(or exceeds) The signal strobe may cause seizures. Individuals who have positive current Underwriters Laboratories'standards.However,the horn may not photic response to visual stimuli with seizures,such as persons with epi- alert a sound sleeper or one who has recently used drugs or has been lepsy.should avoid prolonged exposure to environments In which strobe drinking alcoholic beverages.The horn may not be heard If it Is placed or: signals.Including this strobe,are activated. a different floor from the person in hazard or I1 placed too far away to be IL heard over the ambient noise such as traffic,air conditioners,machinery The signal strobe cannot trperale from coded power supplies. Coded or music appliances that may prevent alert persons from hearing the power supplles produce Interrupted power.The strobe must have an unin. alarm.The horn may not be heard by persons who are hearing Impaired. terrupted source of power In order to operate correctly.System Sensor rec. ommends that the horn and signal strobe always be used In combination The signal strobe may not be seen.The electronic visual warning signal so that the risks from any of the above limitations are minimized. J _m Three-yew uaHed warranty 0 System Sensor warrants its enclosed horn. strobe, or ham/strobe to he to: System Sensor, Repair Department, RA • , .3825 Ohio Av. W free from defects In materials and workmanship under normal use and enue.St.Charter,IL 60174.Please Include a note describing the malfunc- service for a period of three years from date of manotacture.System Sen- tion and suspected cause of failure.The Company shall not be obligated to sor makes no other express warranty for this horn,strobe,or hom/strobe. repair or replace units which are found to be.defective because of damage, No agent.representative,dealer,or employee of the Company has the air- unreasonable use,modifications,or alterations occurring after the date of thority to increase or after the obligations or limitations of this Warranty. manufacture.In no ase shall the Company be liable for any consequential The Company's obligation of this Warranty shall be limited to the repair or or incidental damages for breach of this or any other Warranty,expressed replacement of any part of rhe horn,strobe,or hom/strobe which is found or Implied whatsoever, even If the loss or damage is caused by the to be defective in materials or workmanship under normal use and service Company's negligence or fault.Some stales do not allow the exclusion or during the three year period commencing with the date of manufacture. limitation of incidental or consequential damages,so the above limitation After phoning System Sensor's toll free number 800-SENSORI(736-7672) or exclusion may not apply to you.This Warranty gives you specific legal for a Return Authorization number, send defective units portage prepaid rights,and you may also have other rights which vary from state to state. 5900.13.00 3 156-982.05 Mounting;Diagrams: screw types wood for Mounting A - all x 1.1/4 plastite R - 6.32 x 1.3/8 oval head strobe or harm/Strobe with @mall footprhd mounting plata: C - 6.32 x I-S/16 pan head s D - a6 plastite s a er E - 8.32 x 3/4 flat head c o Morn surface mount: 0- - sea d 4-PCH BACK SOX E LOCMNO M MOT O0 - LocXwVo IMS UO 1.Screw plate to back box with screws C. a 2.Break off four tabs from unit. 3.Complete field wiring. 4.Insert locking rib on unit into slot on plate. S.Push Into plate. 6.Secure unit to plate with screw D. 1.Mount skin to back box with screws E. 2.Complete field wiring. 3.Mount unit to skirt with screws A. strobe or Horn/Strobe with universal usountlnx plate: E - O NOTE: Horn and skin may also mount to a 2-inch box using screws B instead of screws A. / ft Mar drect mount: .. � t r lit 0 1.Mount plate to back box with screws E. 2.Cnmplete field wiring. 3. Insert locking rib Into slot on plate. 4.Push Into plate. 3.Secure unit to plate with screw D. 1.Break off four tabs from unit. 2.Complete field wiring. d. 3.Maunt unit to back box with screws B. Strobe or Horn/Strobe surface mount: o CO) e - C Morn with universal mounting;plate: O-MP J W 4 l0 1.Mount skirt to back box with screws E. 2.Complete field wiring. ' 1.Slip wires through plate. 3.Insert locking rib Into slot on plate. Z.Complete field wiring. 4.Push Into recessed area. 3.Mount unit to back box with screws B. S.Secure unit to skirt with screw 0. D9OO.13.00 4 IS6.982-o5 Installation Instructions Z9 Product Descrjl2tion DS250 and DS250TH DS250 Detector only(requires!lase) Photoelectric Smoke Detectors DS250TH Detector w/integral 135OF heal sensor(requires ' base) M82W Base only,2-wire MB2WL Base only:2-wire,wide diameter U General Information M84W Base only,4-wire The OS250 and OS250TH are U.L.Listed,open-area photo- M64WA Base only,4-wire,Form C:Aux. relay electric smoke detectors designed for use with commercial fire M84WE Base only for power supervision,4-wire, EOL protective signaling systems and household lire warning relay,Normally Open Aux,relay. systems(see NFPA 72,'The National Fire Alarm Code").The MB4WS Base only,4 wire,with Sounder detectors are available In two and lour wire models with an EOL200 EOL supervision module for 4-wire systems optional 1350F(57°C)fixed-temperature heat sensor. RC1-10 Replacement Chamber(sold in packs of 10) For commercial and industrial installations,30 ft.(9.2 m) The U.L.Compatibility Identifier for the DS250 and DS250TH spacing between detectors is recommended(in accordance detectors is the letter A.To determine the U.L.Compatibility with NFPA 72). Identifier for use with the MB2W base,see the Technical Service Note P/N 26979. The DS250 detectors employ the light scatter technique using a pulsed infrared source operating with a gated high-speed The OS250/DS250TH Is protected by one or mor-9 of the photodiode infrared sensor.The symmetry of the optical following patents: 95,400,014,85,543,r",00339,078,SOES,293,oe9. chamber allows uniform 3r '°smoke entry while it also increases Immunity to ext.;mal light. By utilizing low current Operating Temperature: electronic circuitry,the detectors can be connected to a wide +326 to 100eF(01 to 38eC). range of power source circuits. 0 to 95%relative humidity(non-condensing). A highly visible LEO Indicator flashes every 3.5 seconds to Detector Power Requirements: verily that the detector has power and that the smoke sampling Standby Voltage: 2-w1re= 8.5 to 33.0 VDC circuitry is functioning.The LED will latch ON In the event of an 4-wire='I 0.0 to 30.0 VDC alarm,allowing the user easy verification of individual detector alarms.The detector can be reset,after the alarm condition Maximum RMS Ripple: 25 percent of DC input. has been cleared,by power interruption. Start-up Current: 120 micro-amps maximum O 35 VOC The DS250 detectors feature a unique magnet operation/ sensitivity test function. Sensitivity is tested by placing a Standby Current: 80 mlcro-amps O 12 VDC magnet next to the detector which will activate an internal reed 90 micro-amps O 24 VDC switch. 11 the detector is within its calibrated obscuration range, 100 micro-amps O 33 VOC it will immediately signal an alarm. If It is outside of Its cali- Note- The MB4WE=24 rnA 012 A 24 VDC brated obscuration range,the alarm LED will flash at different rates to indicate whether the unit is above or below proper Alarm Current: sensitivity.A voltage output is also available which allows direct 2-wire = Dependent on control panel. Panel must limit the reading of the sensitivity level. If the detector is not operational, alarm current to 100 mA maximum. it will not signal an alarm. 4-wire = MB4W: 48 mA O 12 VUC In addition to advanced RFI and transient protection circuitry, StmA O 24 VDC the DS250 detectors use pulsed infrared technology to reduce (70 mA max. O 30 VDC) current required in the normal sensing(standby)condition to M84WA: 56 MA O 12&24 VDC a 80 micro-amps(µa) O 12 VDC.This low current operation (75 mA max. O 30 VOC) minimizes standby battery drain during primary power outages. MB4WE: 80 mA O 12 and 24 VDC rA (100 mA max. O 30 VDC) When properly Installed using the MB2W/MB4W series bases, ME4WS: Smoke Detector 48 mA O 12 VDC J tamper protection is provided by IN/OUT wiring of the positive Sounder 15 mA O 12 VDC, power line,This causes the control to initiate a trouble signal 25 mA O 24 VDC when a detector Is removed from its base. Supervision of 2- Wwire systems is provided by the master control,and 4-wire Power-up Time: system supervision is provided by an End-of-Line Power 22 secords maximum. Supervision device such as an EOL200 or an M84WE Power Supervision Base and an EOL resistor as specified by the Compatible Control Panels: control manufacturer. 2-wire: See Technical Service Note P/N 26979. (coNlrKwd on page 2) (Ht 6011 Systems PTV Ltd lletectton systems PTI Ltd. 09toctim systems Intl Inc. ONrrctkn Systems Ltd. Una 21,43 tNby Road Un4 2.The Rlvetide Centre 19,Rus du 10 Mets.78 130 Un*13-18,17IF Now Cam Rwee Celke Mowl Wavely Vkyor+a 3t49.AuslrsHa 148 James Russ Orive les Mumvx.Frsr4st 19 On Sum skeet,91,40n•N.T. 91 3 9959 8068 Psrramatte,NSW 2130,Austro W ng phomsfar 33 1 34 74 9376 Naq Ka Far 61 3 9958 9069 6128214944 852 2639 lets Fu:61 2 991 3944 Far 892 2648 7986 Oetec6on Systema,Inc.130 Pekwom Parkway,Iekpetl Naw York 144041" Copyright 0 1993.96 Oelection Systems.Inc. (7Is)223-4080-(566)2"OO/e•FOR:(M)2214/80 OS250 Installation Instnlclions PM 25257G Notice: Detection Systems, Inc. makes no claim written,oral, good units.This will determine if the problem is caused by or implied that the DS250 series smoke detectors will work with the defector or the base. any 2-wire control panels except those specified in the Base Compatibility chart in the Tech Note PM 26979. - In the event of a system alarm with no detector alarm.; present,remove all detectors and check the wiring at t ach 4-wire: Compatible with all U.L. Listed 4-wire control panels. base.Pay close attention to the wiring of each EOL Rea islor Refer to the manufacturer's Installation Instructions and EOL Module. for proper End-ol-Line resistor selection. When the system is free of alarms,check each detector to ensure that the red LED indicator Is Hashing approximately 3.QM202i every 3.5 seconds.This verifies that the defector is receiving Before mounting, remove the dust cover from the detector.The power and operating properly. dust cover may be replaced during construction periods,but Test each detector to ensure!t will cause a control a must be removed once the alarm system is enabled. panel alarm. This Is the only way to;neuro proper operation. Note: The Tamper screw is located in the recess on the top of To alarm the detectors,do one of the following: the dust cover. Mount and wire the base in accordance with its instructions. Place a magnet horizontally against the detector's side (centered over the T marked on the head)to activate an Mount the detector to the base by fuming it clockwise until it Internal reed switch,or clicks into place.When it is secure,the alignment line will be - Use a U.L.listed Aerosol smoke detector tester such as the lined-up with the tamper screw hole(see Figure A). Home Safeguard Industries'25S simulate an alarm.Follow Note: The detectors are"keyed'and should not be forced the instructions with the Aerosol smoke detector tester. onto the bases. Note: When a detector alarms,the red LED indicator will activate and latch Into the ON position.Be sure to clear Base contacts the alarm before proceeding to the next detector. Alignment (3 sets) arrow Finally,check the overall loading of the alarm loop by measur- ing the voltage across each End-of-Line Resistor.This voltage _ should equal or exceed the minimum specified by the control 0 � panel manufacturer. Start detector contacts here and rotate clockwise O � $,Q iM�.Intenance Note: It is important to notify all concerned parties prior to any O ® maintenance or testing of the fire alarm system,and then again after completion of these activities. 0 At least once a year,the detector and base should be cleaned. Use a vacuum or clean/dry compressed air. Particular attention should be paid to the screens. In dusty areas or areas of heavy Figure A-Mounting to the base insect concentration,cleaning may be required more often. If cleaning the chamber Is not a desirable option,h can be IL replaced using the RC1-10 Replacement Chamber. F 4_0 Tenting the Installation To clean the detectors,perform the following: CO) Check the wiring from the control panel to the last head on } each run for proper polarity and continuity. - Remove the detector from the base.Clean the base with a a Make sure each run terminates with an End-of-Line resistor clean cloth and common window cleaner. m as specified by the control panel manufacturer. - Remove the cover of the detector.Use a thin,flathead -� Make sure 4-wird tuns terminate with EOL Modules or screwdriver to pry the chamber from the cover. Insert the screwdriver Into the cover slots and pry up (see Figure M84WE bases. S (D on the following page).Remove the cover of the Apply power to the system.Check for alarms and troubles. detector chamber. Note which detectors are in alarm(if any)and then shut the system down. Remove these detectors from their bases and recheck the bases for proper wiring. If the problems persist, replace the affected detectors or swap them with known age 2 Copyright 0 1993-96 Detection Systems, Inc. DS250 Installation instructions Important: The detectors should be tested for proper calibra- tion after cleaning or replacing the chamber.Use one of the Cover slots -tests described in Section 6.0. (3) Do not paint the detectors.Paint or other foreign matter covering the screens may prohibit or retard smoke from entering the detector. Detector chamber U Periodic Testing Cover Note: The calibration of the detector Is very Important in determining its continued operation. Depending on local regulations,the frequency of calibration testing Figure 8-Removing the detectors cover may be required more often than once a year.The National Fire Protection Association(NFPA)Standard Using a thin flathead screwdriver,gently pry the cover tab 72.'rhe National Fire Alarm Code"recommends away from the chamber cover(see Figure C(P )arrd pull calibration tests be made at Installation,then every he chamber cover up and away from the chamber(see other year,and Functional testing should be done i igure C Q ). monthly. Note: it is important to notify all concerned parties prior to any maintenance or testing of the fire alarm system,and then again after completion of these activities. ` = The calibration can be tested(to meet NFPA 72`The National ` Fire Alarm Code"requirements)using either the magnet test or — — measuring the calibration voltage pins using a TC2000 Test Cable.The calibration can also be quickly determined by a • visual inspection of the detectors LED(see section 6.1 below). These tests will confirm whether or not the detector is within its factory marked calibration range. 6.1 Visual Check This detector Includes the Chamber CheckTM Automatic 3 Trouble Indication which allows the detector to automatically indicate if Its calibration Is out of the factory listed range.This allows you to meet the NFPA guidefines for sensitivity testing by visually Inspecting the detector and checking the flash rate of the LED. It the calibration Is out of range for more than 24 hours,the alarm LED on the detector will begin to flash approximately once per second.The LED will flash approximately once every Figure C-Removing the defector chamber cover 3.5 seconds when the detector is operating normally. Note: Perform the visual check on all detectors before With the chamber cover removed,clean the Inside of the resetting power. DlsconnectIng the detector power will cover with a vacuum or clean/dry compressed air. Do not erase this indication. It the detector has been reset clean with water.At this point,Instead of cleaning the within the last 24 hours,or you are unsure of the last chamber,you may chose to replace it with an RC1-10 reset time,you should use the magnet test or voltage Replacement Chamber. output to confirm the sensitivity. Replace the chamber cover. Make sure the hole for the LED (and thermistor)is properly aligned over the LED(and 6.2 Magnet Test thermistor). For easiest results,place the cover parallel to the chamber,then gently snap the locking tabs Into place. Place a magnet horizontally against the detector,centered over Replace the detector's cover. Be careful to line up the holes the'T'marked on the head.Observe the LED. tar the LED(and thermistor). - It the letector Is within the factory marked calibration range, Return the detectcr to its base. it will go Into alarm and the alsrm LED will latch ON. ,S250 Installation Instructions Copyright©1993-96 Detection Systems, Inc. Page 3 If the detector is too sensitive,the LED will flash 6 times M FCC ComQlienCe Notice rapidly(once every 1/2 second)and then the detector will go into alarm. This equipment has been tested and found to comply with the limits for a class B digital device,pursuant to Fart 15 of the If the detector is not sensitive enough,the LED will flash 4 FCC Rules.These limits are designed to provide reasonable times slowly(once every two seconds)and then the detector protection against harmful interference in a residential installa- will go into alarm. lion. This equipment generates,uses,and can radiate radio If the detector is not operational,it will not signal an alarm. frequency energy and,if not installed and used In strict accordance with the manufacturers Instructions and recom- If the detector is outside of its factory marked calibration mendations.may cause harmful Interference to radio communi- range(signaled by the flashing LED),it should be removed cations.However,there Is no guarantee that Interference will and cleaned or replaced as described in section 5.0.' not occur In a particular installation.If this equipment does cause harmful Interference to radio or television reception, Recheck the calibration with the magnet test. which can be determined by turning the equipment on and off, the user is encouraged to try to correct the interference by one If the detector is still outside of its factory marked calibration or more of the following measures: range after cleaning,send the unit back to Detection Systems, Inc. for re-calibrallon. 1) Reorient or relocate the receiving antenna. 2) Increase the separation between the equipment and the 6.3 Voltage Measurement Test Receiver. Plug a TC2000 Test Cable(optional)Into the calibration voltage pins(see Figure D). 3) Connect the equipment into an outlet on P.circuit different from the Receiver. 4) Consult the installing company or an experienced radio/TV Calibration technician for help. � voltage plus The booklet,'How to Identify and Resolve Radio-TV Interfer- ence Problems,"prepared by the FCC may prove helpful. It is Figure D-Calibration voltage p;,is available from the U.S.Government Printing Office,Washing- ton, DC 20402.Specify Stock No.004-000-00345-4. Connect a digital voltmeter to the TC2000 Test Cable.Connect the negative terminal of the meter to the black wire of the TC2000 and connect the positive terminal of the meter to the lest cable's red wire.The white wire of the TC2000 is not used. The voltage measured by the voltmeter equals 1/2 the sensitivity(in%/ft. obscuration)of the DS250. Multiply the voltage by 2.The result shouldbe within the factory marked calibration range printed on the label attached to the bottom of the detector. If the detector Is outside of the factory marked calibration range, it should be removed and cleaned or replaced as IL described in section 5.0. IzH - Recheck the calibration voltage measurement. N If the detector is still outside of the factory marked calibration J range after cleaning, send the unit back to Detection _m Systems, Inc. for re-calibration. C9 W 'j 6.4 Thermistor Test Expose the thermistor to a heat source such as a hair dryer or a shielded heat lamp. Expose the thermistor until the detector goes into alarm and the alarm LED latches on. Do not touch .he thermister directly. Vote: Be sure to clear each alarm for each test before proceeding to the next detector. ®.Printed on recycled paper 1e 4 Copyright 0 1993-96 Detection Systems, Inc. DS250 Installation Instructions P4475"35 WARNINGS,continued Issue z ...��.at�rm eteotrarsreo 2. This eeviae does M contain a bolt-in signal.Alarm signals can only be rncrweu by interconrwction with separately installed ignating devices. SPECIFICATIONS AND 3. DAt ER'-Thta devke will not operate without atectrical pown and PRECAUTIONARY INFORMATION Gres often cause cutoffs of electrical power.This device data eat contain a FOR THE FIRE-LITE* battery badly eom euooi..It the electrical cher-it feedin j the deck.is HD-80 SERIES cut.or is not providing power for any reason.thio a.vice will not detect Ism HEAT DETECTORS or provide any warning of a possible fire,nor will it provide my warning that it is not functioning, r- 4. DANGER-The rase-of-lise feature on the Heat Detector is subject to 1 — (■ilum over time.The rate-of-rias feature should be tested by a qualified(In protection specialist annually to ensure that it is in working order.The test- \_ ins procedure for the rue-of-rise feature is specified in the'Maintenance and Testing'section of instruction sheet P447550-0820 supplied with dds device.If a fire prarsceian specialist is not available to conduct this testing (NOT A LIM SAFETY DEVICE-USE FOR PROPERTY PROTECTION CINL'n procedure,you should contact your representative to arrange to have tbeae important tests performed. READ THE INSTRUCTIONS SUPPLIED(P-1147350.0/20 BEFORE INSTALLING THIS DEVICE el"I FOt&L Te Alarms lncaprveted.Northtt 1.CT06472 —- —� P-847550.01120 fa.w z t.isted INSTRUCTIONS FOR Fire THIS HEAT DETECTOR Alarm Control Panel Heat Detector Heat Detector s.w rA (NOTA LIFE SAFETY DEVICE-USE FOR PROPERTY PROTECTION ONLY) Refer to the Specifications and Precautionary Information sheet supplied e0d.r-IMte ..w.- with this device before Installing. (�. rte♦. Feb») OPERATION Rete-of•Rbe(applicable models only): A temperature increase of 15'F NOTE: or more per minute closes contacts In the detector.When the rate-orf-doe ele- REFER TO WIRING DIAGRAMS PROVIDED WMI ment alone has been activated,the detector is self-reatoring. CONTROL PANEL FOR; Fixed Temperature(all models): If the ternferature of the center dick M (l) PROPER PANEL CONNECTIONS. AND riots to the detector•@ rated temperature(115eF or 194eF),c moots in the !' (2) PROPER END-OF-L INF_RF-SISTOR VALUE. detector close.When actuated by the fixed temperature element,the detec- t ; tot is nonresonble and must be replaced.The need for replacement is indi- r Fiinrre i.Installation.siring connections In deleclor. cat ed when the center disk has fallen free. AL Tse of her so fm areeMby test. SW—N scenes(A so Ilk.e- Jt stew rar eweeteel Ma wwwalry Ma Alipw.eat sAirpi.. M "♦' .';/ Tse of law Om of*.ti.y 2 7Is th M tee1�- F.e. kip.a /i , swe 11 eserwa(c 1.tri r.-r tX1 sate - ',3 y r' ee�e ` raw.w rw eweewd tee orf h. eerfee 1 ♦ tat dw d ewe wrF�ew V 0».nt1.a O•w of tw M eMeree K sa- Wl wtwe Toe at her.Iwtkel r...d Iees.tw ho tee 0"01.8 %06" PJeepk.l M■ n.oen.Fy — le.Iwe erowaiwa tlweew.l F.e wwwMty 7eAep teaeeN•y ()n.of M in /` 0,W10-1 bee /// \ seed ores, Oewptwl ben U the el Iw M (nee wrptkd)—� ( 1 last eepikura dj le.w" stet ienw v --�—Ma.nrkM rl.re 1-0 -"Hee) kpen bt ep 90° M—wiN, ,rete • nM4• a •{` J .+0 tretwn. - aret.n a. .In•. tenrs.ed re. --- _.__. fee A.M<ta.-nr..••,1 ekcekel Fee \ � �/ metMb tkteeta. —�� I�kr to ...s .1 @ D.teette J� h. kw� t�iwe♦.1 Cent.. dist Curb+ r r.► sl Future 1.Deleclor installation using metal mounting plate. Figure 2.Detector installation using plastic mounting plate. 7Recomnwnded SPECiFiCATiONSTABLE WARNINGS r umber IID-d1 HD-d2 IiD•dJ HD-d4 1, This device doe,nal lila against gainst fun and smoke.in moat rues, ture Rating I33•F 194•F 133•F 194•F hawdow levels of smoke,het and toxic gases ten iruild up before a hast detector wads e r Fixed Tempensure Fared Tanpentue °Petr �QP°n� 'ludic°indicrc that heuY derscltaaand Rateof-Rise Only should oJy be toed when property Protection done is involved In sunm AmbierN wher-lilt safety Is a factor,the use of Retake desacton is roeanrnanded, e at Ceiling 100"F 1w•F I01Y'F Iw•F The intended use ofphis Heal Detector is to provide one source of informs- Jended Coverage tion that is MPPkftmwsf to smoke detection to increase rhe probability that 2300 Square Feet an early wanting will be Provided so the+pre pQ1ty can be nfeguuded.Her t Recommended Spacingdetectors do not always detect 8ru th because the fire may be s slow smolder. w Feet ing law hem type(producing smoke)a because they may not be near where laximum Distance from the fare orcurs,or because dee hear of the fire may bypass them.This derec- /alt-(see note 0) 1 25 Feet for will nor detect oxygen levels.smoke,toxic gases,or Games.According- 11 detectors have ole normally open contact rated as follows.3'-0-A a 6 to lY•this device should only be used as•pat of a broadly based Program of 125Vac,LOA at 6 to 24Vdc,OJA m 125Vdc,and 0.IA as 230Vdc. fun safety which would include a variety of sources Of information on heal and snake levels,visual sighting of the fun,extingWs hmem systems,and -Maximum detector coverage has been determined by UL to pm- otter safety,measures. ide detection time equal to sprinkler devices spaced at 10-ft intervals(100 quare foot ata)on a smooth ceiling IS it 9 in high.Higher ceilings can d- V they an spaced in accordance with date directions in the"Specification: ersely&urea detection time.in some instances,earlier detection may be ob- Table"they can contribute,within an overall fire safety pe alp--a,to mduc. tined by reducing the spacing between detectors.See the]meet edition of Ing the risk of avoidable losses.Under no circumstances should ve NRA 72E,Automatic Fire Detectors. � these devices be relied on u sae sole measure to erousn fare safety.DNW M@-Maximum distance shown is from any wail partition or ceiling wiH nest if these devices ale relied on 10 any degree for the plawaxiam of injection extending down more than 12 in. hump life INSTALLATION Surface Mounting Select location for defector on ceiling. Do not locale in direct path of a. Uaing metal mate-See Figure 1. Using pliers,bend the four mounting or told sir now.Refer in the Specifications and Precautionary Warme- Plate kgs up 9Il•F as shown. Position the plate with the legs against the t sheet far recommended maximum spacing. Earlier wanting may be mounting surface and fasten the place to the surface by installing two g8 ained by reducing the spacing between detectors. Exposed circuit wood screw$ (not supplied)or Other suitable faxteners through either the ing may be used when the heat defector is installed on a power-Smiled inner or outer pair of mounting holes in the plate. To initiating circuit which nieces the requirements given in the latest edi- r of the National Electrical Code (NEPA 70). Article 760. Pan C. It. Usingylastic pLite: See Figure 2. When using exposed installation rased circuit wiring nun use power•fimiled cables meeting (hese uirenaenfa. wiring,remove either or both Press for wire entrance from the plate•as required.With the aide of the plate marked"For Surface Mounting"facing The detector may be mounted either to an electrical box or surface out.fasten the plate 10 the surface by inxialling two Mg wood screws(not rated using the supplied metal a optional plastic mounting plate.Install supplied)or other auilable fasteners through either the inner or outer pair of plate using one of the following applicable mounting procedures. surfs"mounting holes in the plate. ,ctrieal Box Mounting 3. Route the installation wiring either through the center hale in the mount- ing plate when the wiring is concealed,or through the opening%in the vide iUlinMetalyls e:See Figure 1.Install a standard 1-112or 4 inch ociago. of The plate when the wiring is exposed. Connect the wiring to the deiec- electrical box(nal supplied). With either side of the plate facing out, Tor as shown in Figure 1. n appropriate pair of mounting holes in the plate with The electrical box ws and install the plate on the box. 4. To install the detects: Align the snows on the mounting plate and on the defector base,seat the detector on the plate and rum the detector clock- 41�jllg clastic plate: See Figure 2. Install a standard 3.1/2 or 4 inch wise until it locks in place. genal electrical box(nor supplied). Remove the Iwo sidewell xeclionx, led between points A to B and C to D, from the plate as indicated. I2_I1M2ve rhe detector• Insert the lip of a screwdriver into the rectergular It the aide of The plate marked"FOR FLUSH MOUNTING"facing out, dol In the side of the detector base (see applicable mounting illustration n apPrapriote pair of electrical box mounting holes in the plate with the far location of slot),life the locking ringer of the mounting place,and tum trical box screws and install the plate on the box. the detector counterclockwise until it can be withdrawn from the place. MAINTENANCE AND TESTING motion sheet supplied with this device for additional details), quirements for maintenance and testing of hest detectors are covered The nte-of-rise tell should be conducted by a qualified fire protection spe- Jleln edition of NEPA 72E.Chapter 8(Inspections,Tests and Main- dalisl using s I,fO0-grin hese gun(or hart dryer). Under notmxl ambiens L :►. The standard requires Thar, conditions with an alt velocity at the detector of 400 feet per minute,or C Initial insta0alion• all restorable heel detectors (rale-of-ripe fea- less,the detector's contacts should close within 10 saronds when the heal r) s tested immediately after installation. gun nozzle is located apraoximateiy 6 inches from the detector. Por every additional 410 feet per minute of air velocity,the hear gun to detector spat• e-dodic testingIng should be reduced by one inch (e.g. 400.800 FPM, 3 inches; 800- ienmable heat detector(rale-of-ria feshrre)one or more detectors 1.110 FTM,4 inches,etc.). Q"1 n initiating circuit be tested at least seminnuall Different derec- Y Caution must be taken to prevent operating The nonrestonble fixed femper- ould be selected for each test o that all detectors are tested within cure element(center disk)during this test. V the fixed temperature element ec ' ars. operates,the detector mus be replaced. l) )_nonlestonble heal defectors(fixed temperature element an roll mod- ret the fifteenth year at least two detectors out of every hundrtd,or thereof,be removed every five years and sent to a testing laborata- festy. These detectors must he replaced with new detectors since of the fixed temperature element destroys the defector- See the Int. ion of NEPA 72E,Chapter 8(inspections,Tests end Maintenance dional devils. 12E noses that the authority having jurisdiction rnny accept a Frew sser frequency for periodic testing of heat detectors. In addition to 'A requirements Inr periodic testing of rerornMe hear detectors,it amended that the rate-of-rise fenture of each model in the systenn be it least nnuelly since this feature is subject In reduced sensilivity ve(see WARNING 4 in the Specifications and Precautionary Ufa• ACmpyrigM 1988 CITY OF TIGARD BUILDING INSPECTION DIVISION MST ,�yvrl,QOG 24-Hour Inspection Line: 639-4'175p p Businesp Line: 639.4171 �Iqb Date Requested �o� '�0 10 AM A ' PM LD Location oZ 55Suite O Contact PersonajywPh PLM Of Contractor Ph SWR UILDING Tenant/Owner ELC _ Retaining Wall ELR Footing Access: Foundation FPS Ftg Drain SIGN Crawl Drain Inspection Notes: S Slab SIT Post&Beam /" n Ls ^Ext Sheath/Shear d L) Int Sheath/Shear Framing Insulation Drywall Nailing Firewall FirtSixiaW,er EiLIA Susp'd Ceiling Roof !� Misc: ` PASS PART FAIL -- — PLUMBING Post&Beam Under Slab Top Out Water Service _ Sanitary Sewer Rain Drains Final PASS__BAAL FAIL HANK Post&Beam Rough In Gas — c inaf SS PART FAIL CL ELECTRICAL — Service _ N Rough In UG/Slab Low Voltage Fire Alarm m Final PASS PART FAIL — W SITE J Backfill/Grading '- Sanitary Sewer Storm Drain [ ]Reinspection fee of$— __—required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin [ I Please cal!for reinspection RE: [ J Unable to inspect- no access Fire Supply Line AICA / p Approach/Sidewalk Other Date ! Z 8"/ Inspector �-�� Ext Other Final PASS PART FAIL DO NOT REMOVE this Inspection record ho.. the job site. ITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 8UP Date Requested AM PM BLD L.ocation �2 S, T3 Suite MEC Contact Person Ph .a- PLM Contractor Aool _ Ph 793�,10t�y SWR UILDINO Ten-ant/Owner ELC Retaining Wall ELR Footing Access: FPS Foundation Ftg Drain SQN Crawl Drain Inspection Notes: Slab SIT Post&Beam Ext Sheath/Shear Int Sheath/Shear n Framing :� �L�4.0e Insulation , Drywall Nailing w,a6 a wso 94dLA&d Firewall Fire Sprinkler _ Fire Alarm Susp'd Ceiling Roof ASS PART FAIL I'MMING AIPA Post R Beam Under Slab T op Out Water Service � egAdme e. _ yt Sanitary Sewer Rain Drains Final PASS PART FAIL MECHANICAL Post&Beam Rcugh In Gas Line Smoke Dampers Final PASS PART FAIL ^ 2 ELECTRICAL LService Rough In 4 UG/Slab 1h P_ Low Voltage j Fire Alarm Q Final ? PASS PART FAIL SITE Backfill/Grading Sanitary Sewer Storm Drain [ ]Reinspection fee of$ required before next Inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin reinspection iRE: ll f Please call rens Fire Supply Line [ ] p [ ]Unable to inspect-no access ADA ApprOther Date Date _Z.S Inspector _ Fxt Final PASS PART FAIL DO NOT REMOVE this inspection record from the job site. I CITY OF TIGARD DEVELOPMENT SERVICES BUILDING PERMIT 13125 SW Hall 91vd., flgard,OR 97223(503)6394171 PERMIT #. . . . . . . s BUP98-0528 DATE ISSUED: 2/03/98 PARCEL: 2S 102AC-00700 SITE ADDRESS. . . : 4.R rP_V SW MAIN ST #PREV SUBDIVISION. . . . : BURNHAM TRACT ZONiNG:CBD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . :001 JURISDICTION:TIG -- - ----------------------------------------------------------- REISSUE: FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. :ALT FIRST. . . . : 544 sf N: S: E: W: TYPE OF USE. . . :COM SECOND. . . : 0 sf PROTECT OPENINGS?---------- TYPE OF CONST. :5N . . . : 0 sf N: Ss E: W: OCCUPANCY GRP. :M TOTAL------: 544 sf ROOF CONST: FIRE RET?: OCCUPANCY LOAD: 0 BASEMENT. : 0 sf AREA SEP. RATEDs STOR. : 0 HT: 0 ft GARAGE. . . : 0 sf OCCU SEP. RATED: BSMT?: MEZZ? : REQD SETBACKS--------- REQUIRE ----------- ---------- FL_OOR LOAD. . . . : 0 ps f LEFT: 0 ft RGHT: 0 ft F I R SPKL: SMOK DET. . -. DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM: HNDICP ACC: PEDRMS: 0 BATHS: 0 IMP SURFACE: 0 PRO CORR: PARKING: 0 VALUE. $: 65000 Remarks : A-Boy TI - install wall boxes. No C of 0 required - no increase in occ load Owner: - -----_.------------------------------ FEES -------------- DOLAN AND CO LLC type amount by date recpt 1919 NW 19TH PRMT f 328. 00 JSD 12/03/98 98-311273 PORTLAND OR 5PCT $ 16. 40 JSD 12/03/98 98-311273 F'LCK : 213. 20 JSD 12/03/98 98-311273 'hone #: 225-9009 FIRE $ 131. 20 JSD 12/03/98 98-311273 Contractor: ---•-------•--------.-------- BREWER BROS CONSTRUCTION INC 9011 SW BEAVERTON HIL.LSDALE HWY PORTLAND OR 97225-2452 Phone #: 292-1640 $ 688. 80 TOTAL Reg #. . : 50549 --REQUIRED ACTIONS or INSPECTIONS---- This permit is issued subject to the regulations contained in the Framing Insp Q, Tigard Municipal Code, State of Ore. Specialty Codes and all other G y p Board I n s p F_re- applicable laws. All work will be done in accordance with �- - - approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for more U) than 18A days. ATTENTION: Oregon law requires you to follow the J rules adopted by the Oregon Utility Notification Center. Those 'm rules are set forth in OAR 952-01-Ml through OAR 952-A0181987. — W You many obtain a copy of these rules or direct questions to OUNC J by calling 15831246-1987. ----- F'ermi.ttee Signature : Issued B� _ y --- ++++4.+++++++++++ +++ +++ ++++++ ++++++++++++++++++++++ +++++++++++++++++++ Call 639-4175 by :00 p. m. for an inspection nee0ed the next business day ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ I FROM �-;WER CONSTRUCTION PHONE NO. : 2. '319 Dec. 03 1996 01:30PM P2 t Redd By CITY101GARD Commercial Building Permit Application oat*Redd 13125 SW HALL BLVD. 'tenant Improvement Date to P.E. _ TIGARD, OR 97223 A °"'io° t 503 639-4171 PWM t° o y Print or Type Related SWR 0 Incomplete or illegible applications will not be accepted calla_.__ -- No of Dsvemoprnent/Proled Existing Bulldin New Building O Job $o Address StreetAddrebs suite Building S to- M Ata Data eieq,e Citylstate zip Existing Use of Building or Property: tDo r( a-Do I -alp N" j_ Property Proposed Use of Building or Prop : Property i �v La LLc- Owner Mating Address Suits ----1— 1 No. Of Stories: to Zip Phone ., re r rL,4� Mt �'A'"40 oq Sq. Ft Of Projectses �I ti Occupant "a o ---- 4R o ,�,�� ccupancy Clas l7 pp — -- ALI ContractorNaIZwK✓ �7t°S 1Kf� T Prior to pemdl Mall;ng Address Suite issuance,a copy loll TW &411-141 A ` Will this project have a Fire Suppression System? of all licenses Yes No are required if _ �CityrState zip Phone Americans with Disabilities Act(ADA) expired in C.O.T. database lbir r. 7713-f- Valuation X 25%ins_ Participation Oregon tornist.Cont Board Lica Lsxp.Date Complete Access; llity Form S'p 5w q r/q Project $ �► � �d-� amt Valwatlon Architect Plans Required: See Matrix for number of sets to submit MallinV Address suits on back City/State Zip Phone i hereby ac'nowledge that I have reed this arolrc tflon,that the information b- ,7G given is carred,that I am the owner or authorized agent of the owner.and that nians submitted are In compliance with Oregon State Laws. Engineer Name IL ( /1 _ F j 7X=/A�gent Date l l [ Mailing Address" Suite ��— N Gi�I.t1 t�G !t-k- P� Name -Phone CitylState Zip Phone k 4fl-4 11*tA 7 9 3 ,ef S�L��►� c� -73,) cep FOR OFFICE USE ONLY Indicate type of work: New O Addition O Demolition O :'...IrP — ; Acoeasory Structure O rouitdalion Only O Alteration O Repair A Other O Descrfpdon of work: A'a, -,,4� lac f1vV-�� � Note: Site Work Permit Application must precede or accompany Building Permit Application V. rI i ,y JabAddrus iy,� Sw I _3-7. LA AM 0 wl; In ' . . ENGINEEMG, 1 • • • 730 I-lawthorne N.E. Salem,Oregon 97301 Phone 1727 Fax(503)589-1728 November , 1•8 • '•' ' . . ... ... .. . . ' •t• '.' : 1 t t :•' Jim Cunningl am Brewer Construction 9011 SW Beaver- Hillsdale Ilwy. Portland, Oregon 97225 Dear Jim: I have completed the report that you requested for the Tenant Improvement work yryu are doing at the A-Boy building at 12520 SW Main St. in Tigard,Oregon. In our meeting at the building site on November 18, 1998 we discussed the hollowing items: 1.Design and specify the wall attachments for wall boxes that will be used as display racks for residential light fixtures. The boxes will be 12"deep,4'-0" wide and 8'-0"tall. The boxes will attach directly to stick frame and concrete walls. The stick frame walls are 2 x 4 a, 16" o.c. construction interior, non bearing demising walls. The concrete walls are 7.25"tilt-up panels. The tilt-up panels make up the load bearing exterior walls. Each box will have a full size(4'-0"x 8'-0")door that opens to display light fixtures mounted to the inside face of the door and on the back wall of the box. Since the boxes are of light weight construction, they will be considered part of the usual 5 - 10 psf miscellaneous/equipment loading considered in the initial building design. The stud wall and tilt-up panels will not be reanalyzed to account for these small loads. 2. Design and specify the attachments for suspended ceiling boxes. NOTE: These boxes have been referred to as"Cloud Boxes". The Cloud Boxes will be 12"deep,8'-0" long and 8'-0" wide. These boxes will also be used to display residential light fixtures. The boxes will be suspended from the steel,open web joists that make up the structural roof framing system. Diagonal attachment members will also be installed to provide for lateral restraint for the Cloud Boxes. a Since the Cloud Boxes are of light weight construction, they will be considered part of the usual 5 - 10 psf miscellaneous/equipment loading considered in the initial building design. y The roof!taming will not be reanalyzed to account for these small loads. 3. Design and specify the wall attachments for a 24" wide shelving system. This shelving system m will be used to display residential light fixtures. The shelving system will attach directly to the 7.25" tilt-up panels above the large, store-front display windows. The shelves will be _J supported by triangular wall brackets installed on 36"centers. The shelves will support a unifornily distributed 5 psf load. Since the shelves are of light weight construction, they will be considered part of the usual 5 - 10 psf miscellaneous/ equipment loading considered in t1 °initial building;design. The tilt-up panels will not be reanalyzed to account for these small loads. WALL BOXES: . . NOTE: 4!1 Aa* fixture weight of 5 psf and a construction materials weight of 2 psf(MDF). Calculate the total box weight. W,,,,=2 x 3 sf j wf- ,�4=1ps:x;.500 lbs . . ... ... .. . . . . . . . . . . . . NOTE: Assdme that t9e box will be attached along two, 2x4 studs with '/4"diameter lag bolts at 24"o.c. This will result in 10 total lag bolts and a shear per lag bolt of 50 lbs. This is OK by inspection. Calculate the pull out load on the top two lag bolts with the 4'x 8'door fully open. M,,,,x=250lbs x 2'=500 lb-ft TNgj=(500 R- Ib)/2 bolts x 8'=31.25 lbs 2 x 4 Stud Wall Use '/4"dia. by 4" long lag bolts a 24"o.c. to attach Wall Boxes to the two center studs. Tilt- Un Wall Use '/„" diameter Hilti drop-in anchors at 24"o.c. to attach 4 x 6 fining strips directly the to the 7.25"tilt-up wall panels. Use 4 x 6 fining strips full length of the boxes to fir the boxes out level with the face of the existing light gage metal studs. Drill and counter sink the 4 x 6's to accept a through bolt and washer. Lag bolt the boxes directly to the fining strips with '/4"diameter by 4" long lag bolts at 24"o.c. NOTE: The 4 x 6 firring stops may be discontinuous as required to miss installed equipment and conduits provided a minimum of two wall attachments are provided for each 4 x 6 segment and that 10(min)attachments are provided for each box. NOTE: Box assembly to include door hinges by contractor. CLOUD BOXES: NOTE: Assume a fixture weight of 5 psf and a construction materials weight of 2 psf(MDF). p, Calculate the total box weight. N W,,,,=(64 sf x 7 psf)+32 sf x 2 psf=512 lbs-say 600 lbs NOTF: Assume that the box will be attached with a'/w" diameter threaded rod at each corner of pp the box. This will result in a total of four %"diameter threaded rods for each box and a rod tension of 150 lbs per rod. This is OK by inspection. LU . . • • • . • • • . . . : : i•i i i i•• • • • • 3 Attach the,jhreikied rods to the steel, open web.joists with beam clamps. Attach the threaded rods to the maps G• aPripmembers of the cloud box with 'i:"diameter by 3"(min)lag connectors. Install a I*Ea6Cwire at the midpoint of each 12" thick by 8'-ti" long main framing member (four totar). Run the 10 gage wires diagonally up to the roof structure at a slope of 1:1 and attach to the fiamin membeis. 'IhesV jouj j 0 gage diagonal wires will provide lateral support to all directions sit o.jnt m pr*cMt1:kAstye movement to a seismic event. '13treaded rod may be substituted fpr the 1 Viggdwire�ai a fired by the contractor. SHELWING SYSTEM: NINE: Assume a fixture weight of 5 psf and a construction materials weight of 2 psf(MIF). Calculate the total box weight. Also assume that the shelves will be supported at 36"o.c. rhe shelf supports will attach directly the 7.25"concrete tilt-up panels. 3`)t 2'x 7 psf=42 lbs-say 50 lbs NOTE: This load is not a significant load no further analysts is required. Attach the shelf supports to the tilt-up panels with '/,."or'!." diameter Hdh drop-in anchors. Bolt the shelf'supports directly into the drop-ins. The contractor shall specify the type of shelving material and bracket assembly. If you have any questions, please contact me at your convenience. Abp P Sin , 4 0 Nicholas Jasper, P.E. Y25, ����•�`� Civil Engineer ��qS CLAS JP`' Attachments: 8 sheets(sketches and Unistrut catalogue photocopies) a oc rn m t� W J Main Oifice Branch o loci P.O. Box 23814 4080 Hudson Ave., NE Tigard,Oregon 97281 Salem,OR 97301 Carlson Testing, Inc. Phone(503)6843480 Phone(503)689.1252 FAX(503)6840954 FAX(503)589-1309 Special Inspection FINAL SUMMARY LETTER Januart 25, 1998 #98-2176 City of Tigard G V 13125 SW Hall Blvd., Tigard, OR 972238199 Attn: Building Department Re: 7,rnTn?iftt SW Main S Tigard, OR No: BUP980070, BUP980069 and SIT980003 Dear Sir/Madam This is to certify that in accordance with Chapter 17 of the Uniform Building Code,we have performed special inspection of the following item(s)per our inspection reports only: Reinforced Concrete Epoxy Anchors Structural Steel-Shop and Field All inspections and tests were performed and reported according to the requirements of Project Documents and,to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material testedlnspected only. Information corAained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLS N T STING, INC. CITY OF T J4H * ietpas RFCEI E� Qssurance Manager JAN 2 G 199 JENGIN 9 cc: Dolan Design-Dan Dolan e�IID�N�004T Grigsby Construction Company MEN) CIDA Incorporated PWNCFff%qFP(V?TSM.7R%W2178 ■ 11/Z4/9UOV ..? •�N 0,�:•:LBM-%;(iS$Y.CONSTRUCTIONIFIED SEWMGS AMICY P.1/1 001 ■ ■ UNIFIED SEWERAGE AGENCY OF WASHINGTON GOUTY November 24, 1998 FILE COPY Hap Watkins, Quet Inapcctor City of Tigard 13123 SW Hall Blvd. Tigard,OR 972.23 g� �^jut' Dear Sap: /7,4j�, /► 1 Re:Discharge of drinking water b the storm w*aystent This leer is in regards to �~ E w to tt�e sooemwntter system in the CORY, A-Boy lighting and Plumbing has ed a drinking fountain as pat of a ne construction project. $has been by Don Adwy (t3rigaby CoQawctiou) Motmwatex aystern. Tba location of this drmiwg MOM=causes dMimides in eons edng to*A Unitary sewer system. This discharge is conside md*to have a dendniu s imW on the edW1`0M ent sad is allowed witbuut obtaining a permit. Theretbm Unified Sewerage+Agr~Ilcy is Smiting permission to the City of Tigard to connect the drhIkiag fouotrAn to the swanwaae system. If you have any questions or concerns regarding this issue,please contact me at 844-8928, - Sinemely, �^ ROUTING - REOUF-ST a Rick lriischl ❑ READ To Source Control Invowtigatos ❑ MAMWE ~ ❑ A'�PdVE N C. John Oreeley,USA end Clayton Brown,USA ❑ FWMAIM ED Cl It"M W a KM on wwoo .� ❑ owirw WITH me � 1 Sd Worth First Awnue,Suile,270,M810 P AX:ww-sOrsA40.3 t1 FAX:f'�Id14+1Msta KAsbam,Orwon 97124 City of Tigard Noise Limit Permit Noise exceeding Allowable Noise Levels Set Forth In Tigard Municipal Code (7.40.130 - 7.40.200) Name at Address of Permittee: Telephone Number: 641-7343 Grigsby Construction c/o William F. Ward, P.E. 8114 SW Nimbus Beaverton, OR 97008 Dates of Event: July 23, 1998 Time of Event: 4 - 7 a.m. *Permit issued with the provision that the Main Street Village apartment complex manager (639-6246) be notified of this activity by 8 p.m. on July 22, 1998. Description of Event: Construction: "Place Concrete" Location of Event: A-Boy Project - 12550 SW Main Street, Tigard, OR The City iManager"shall"grant 'a ptrk",t in any "stance Itt'wlttirlM the client and 1tx ;trratttpsnying noise will not, in his iiidgment, interfere unreasonably with the peace of those likely to be affected by the taoise. In making this judgment, he shall take Into account the nature of the surrounding properties and the benefit to the community of the event for which the applicaitton is made. The pertllk shall contain a condition stating that the maximum noise levels permissible In Table I (below) shall not be exceeded by morc khan tett decibels. The permit may also contain additional conditions deemed necossaty by tilt City Manager to protect the peace of those lik.eiy to be affected by the noise. T14E PERMIT WILL Of SUBJECT TO IIM14E,DIATE REVOCATION BY THE CITY MANA.;ER OR THE CITY MANAGER'S_VESIGNE6 IF ANY CONDITiONS OF THE PERMIT ARE VIOLATED. T.albMe�1 Maarim, m Nc sc evelz Land use, d�i_,T3aise Le<<el tlg.N4i��w4evel, of Soutce V;y_QAM _10114Z Might..(1pPM 7AM� CL Noke Sensitive so 40 a Gp�nm�+rcial 75 bt) ai Industrial k' s # 5 60 Jse i+evai" #' 46 the amblent noise level at; la W ittve lauwd use.'!. .. m LU Approved: C Ma ger is\ac#micarhy\nof%e\nolseper.tier R�CE1►rEp GRIGSBYJut 2 1998 8114 SW NIMBUS ,Upr�CONSTRUCTION f�J) BEAVERTON,OR 97008 503 641-7343 FAX 503 643-7916 July 22, 1998 Mr. Dave Scott City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Re: A-Boy Project,Tigard Dear Dave, It was brought to our attention today that we need approval to place concrete on an early basis in Tigard. In order to avoid damage to the concrete slab caused by high temperatures that occur later in the day,and to reduce conflicts with morning commuter traffic, we need to start our concrete slab pour at the A-Boy building by 4 AM on Thursday July 23, 1998. This is a one- time request for this large slab pour. I apologize that we did not know about this sooner and so are submitting this on such short notice and would appreciate your help in expediting this. Obviously,any delay at this point will be very expensive not only because of schedule delay costs but coordinating the finish crew, concrete delivery,etc. and uncertainty of scheduling another pour with all elements involved. Please call if you have any questions or require further documentation. Very truZ aWilliam , P.E. Vice President C0 5 W a Serving the Poclfic Northwest for Over 35 years Uf UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY November 24, 1998 FILE C s4- Hap Watkins,Chief Inspector FILE COPY City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Dear Hap: Re: Discharge of drinking water to the storm water system This letter is in regards to the discharge of drinking water overflow to the stormwater system in the City of Tigard. A-Boy Lighting and Plumbing has installed a drinking fountain as part of a new construction project. It has been requested by Don Athey (Grigsby Construction)to plumb the drinking fountain to the stormwater system. The location of this drinking fountain causes difficulties in connecting to the sanitary sewer system. This discharge is connidered to have a deminimis impact on the environment and is allowed without obtaining a permit. Therefore, Unified Sewerage Agency is granting permission to the City of Tigard to connect the drinking fountain to the stormwater system. If you have any questions or concerns regarding this issue, please contact me at 844-8928. Sincerely, v 4. N Rick Fisch] Source Control Investigator m C: John Greeley, USA W Clayton Brown, USA J 155 North First Avenue,Suite 270,MS 10 Phone:503184841821 Hillsboro,Oregon 97124 FAX:501410-3525 07//98 YON 16:06 FAX X012 ,_YE(DDESICN, INC. CAROT[CNNICAL,QNVIRONmaNTAL,AND 0060.001CAL COV46ULTANTS + July 7, 1998 A-Boy Supply Company 1919 NW Nineteenth Avenue Portland, Oregon 97209 Attention: Dan Dolan Addendum to Geotechnical Report A-Boy Facility Expansion Tigard,Oregon of GDI File:A-Soy-3 GeoDesign. Inc. completed a Report of Geotechnical Engineering Services. dated January 11, 1998, for the A-Boy Facility Expansion located on Main Street in the City of Tigard. We provided an addendum, dated March 11, 1998, which reported additional explorations and provided recommendations for Phase II of the project. The City of Tigard requested clarification regarding the amount of excavation for the bulking pad and footings in their letter dated July 2, 1998. We also have been asked to address the need for foundation drains that have been incorporated in the building design. Based on subsurface conditions encountered in our explorations we stated that there was a long-term risk of differential settlement of the floor slab If the fill soils were removed. However, a few inches of potential slab differential settlement over the life of the stricture are not a hazard to life safety. To eliminate the risk of such settlement, we stated that the fill would need to be removed from under the floor slab. Our recommendations were based on the potential for the fill to contain significant quantities of organic debris. Over the past week, a representative of GeoDesign observed excavations for granular pads for all interior and exterior footings. Based on these observations, the till does not contain significant quantities of organic debris. Such debris "C appears to be isolated near the test pit where it was first encountered. Therefore, the risk of large settlements in the floor slab is substantially reduced. In our opinion, to keep or remove fill from beneath the floor slab should be the owner's decision based on slab performance demands and potential repair costs. 0 The building plans call for a footing drain consisting of 44nch pert pipe. However. the U exterior building footings are founded on a granular pad consisting of up to 9-feet of cA:Pshed rock. Because the granular pad will drain the foundation, we recommend that the 44ich pert pipe detail be deleted. To remove water from the granular pads, we .ecommend that a 44nch pert pipe be extended from one point In the granular pad to a 17400 S.W. Upper Boones Ferry Rd.,Suite 230 - Portland, OR 97224 • (503) 968.8787 - FaR (503) 968.3068 07/YO/98 MON 16:06 FAX 0013 suitable discharge in the storm drain system, such as one of the roof downspout connections. Sincerely, Design, c. Brad N y, E .T Geotechnical ff PROffs�, C.I N't 072 Mn Rondema, P.E. Oft�CON Prin�pal o r 2 -NAfe'� cc: Unda Wall, CIDA � Karl Koroch,.CIDA Expires 12131/19 KH;OLAU Docurrrent 10: Mkrt-B;-Slab WArain Wer One copy subs tted' a o� m W GeoDeftn.Inc. . . .. .. .. . . . . .. . . .. .. . . . . . . February 18, 1998040 . . . . . . """ " " " . . . . . . . . . . . . . . . •: : : : : : : : CITY OF TIGAtrD "" """ •" "" OREGON Dan Dolan : : : • :..: : : : : . . ... . .. . . Dolan and Company L.L.C. • • • • • • 1919 NW 19th Avenue Portland, OR 97209 Dear Mr. Dolan: This is in response to your letter of February 11, 1998. The reason why a separate Site Development Review (SDR) application for the Bumham Street parking lot is necessary is due to the fact that it was not part of the original application nor was it included in the court's review. We have :o apply 1991 standards to the application reviewed by the court. The added parcel must be reviewed in terms of the standards in effect today. While a separate SDR is required for the added property, the timing of application and approval may not delay Phase II. This assumes there are no wetlands, floodplain or other unusual conditions. A pre-application conference, neighborhood meeting and Director's Decision will be necessary. The sooner your consultants submit plans for the additional property, the sooner the City will be able to proceed with the Site Development Review. ) J Sincerely, ro.r w� r ff ff ' Richard Bewersdor Planning Manager r��� f� ,�C� _r- L C i:'curalmdicWdalansub.lat o c: 1998 Planning correspondence file ` Bill Monahan Jim Hendryx dell Tim Ramis � 7 ! I 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 ) February 18, 1998 CITY OF TIGARD OREGON C.I.D.A. 5200 SW Macadam#420 Portland, OR 97201 RE: A-Boy Site Plan Review 12520 SW Main St. PC#: 2 30c SIT#: 98-0003 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1990 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: SITE WORK The Geo-tech report is specific to Phase I (see limitations, page 11). Provide a Geo-tech report applicable to Phase II building site, as your application specifically includes Phase II building site work. The secondary access area cannot be part of this review. Submit a new site application and plans for that area when the land use process is completed. W.' Complete the enclosed Program for Inspection Services form designating the testing laboratory that will be performing the inspections indicated. 4. In addition to the special inspections required by Item 3 above, provide inspection reports prepared by Geo-Design, Inc. a. Acceptance of proof rolling (page 3). b. Observation of prepared footing subgrade for shallow foundation f design (page 9). C. Observed construction (page 11). J d. Excavation of fill debris to subgrade, preparation of subgrade, 1 refill and compaction under floor slab. rJ 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 l A-Boy Site Plan Review PC#: 2-30c SITM 98-0003 Page l2 401elf e, ee- 3 s e�T Provide a hydrologist report as recommended by the Geo-Desigr report, addressing the exposure to loss of footing support thro4,.. _ erosion. Landscape plans are not part of the site plan review. The perimeter drains shall connect to an approved drain system. Provide backflow valve at the connection to the system. ACCESSIBILITY The access aisle serving the van accessible parking stall need only be 8 fee*. wide. At least one accessible route shall be provided within the boundar,• of the site from public transportation stops, accessible parking spaces, passenger loading zones if provided, and public streets or sidewalks to an accessible entry. Wher more than one building is located on a site, an accessible route shall be provided between the buildings and accessible site facilitie3. The accessible route shall connect to the public way. Provide walkways and curbside ramps; with detectable warnings, in accordance with ANSI A117.1, Section 4.3.2. Detail (6/SD5 correctly specifies height of accessible parking sign at 4 feet Correct detail to specify 7 feet. p fY FIRE AND LIFE SAFETY The entire southeast wall ehall be of resistive construction due to proximity to the property line. Panel 13 shall be of four hour and Panels 12 and 11 of two hour fire resistive construction. The thickness of Panel 13 shall not be tless that seven inches for the four hour rating. The minimum number of fire hydrants for the buildings shall be based on the required fire flow. Additional hydrants may be required. a No building shall be constructed, altered, enlarged, moved or repaired in a manner that by reason of size, type of construction, number of stories, occupancy or any combination thereof, creates a need for a fire flow in excess of 3,000 gallons per minute at 20 psi residual or exceeds the available fire flow at the site of the structure [UFC, Section 903.31. C9 t ,i. Provide Fire Flow Testing pursuant to NFPA 291 using the W `1 - enclosed "Hydrant Flow Test Report Form." J {'r ii. Complete the enclosed "Fire Flow Work Sheet' and return to the J1) City of Tigard, attention Plans Examiner. locuments shall be on file before a bulldina permit will be issued. • A-Boy Site Plan Review PC#: 2-30c SITM 98-0003 Page 2 Provide a hydrologist report as recommended by the Geo-Design, Inc report, addressing the exposure to loss of footing support throe-^h stream ban' erosion. Landscape plans are not part of the site plan review. The perimeter drains shall connect to an approved drain system. Provide backflow valve at the connection to the systern. ACCESSIBILITY 1✓ The access aisle serving the van access'ble parking stall need oniy be 8 fee,, wide. S� At least one accessible route shall be provided within the boundary of the site from public transportation stops, accessible parking spaces, passenger loading zones if provided, and public streets or sidewalks to an accessible entry. Wher more than one building is located on a site, an accessible route shall be provided between the 'buildings and accessible site facilities. The accessible route shall connect io the public way. Provide walkways and curbside ramps, with detectable warnings, in accordance with ANSI A117.1, Section 4.3.2. Detail `6/SD5 )ncorrectly specifies height of accessible parking sign at 4 feet Correct detAi(to specify 7 feet. FIRE AND LIFE SAFETY V The entire southeast wall shall be of resistive constructicn due to proximity to the property line. Panel 13 shall be of four hour and Panels 12 and 11 of two hour fire resistive construction. The thickness of Panel 13 shall not be tless that seven incises for the four hour rating. The minimum number of fire hydrants for the buildings shall be based on the required fire flow. f,dditional hydrants may be required. a ^ ' No building shall be constructed, altered, enlarged, moved or repaired in a manner that by reason of size, type of construr:tion, number of stories, N occupancy or any combination thereof, creates a need for a fire flow in !t a excess of 3,000 gallons per minute at 20 psi residual or exceeds the available fire flow at the site of the structure UFC, Section 903.3 . f ] i. Provide Fire Flow Testing pursuant to NFPA 291 using the LU _j y enclosed "Hydrant Flow Test Report Form." f f r-P e� ii. Complete the enclosed "Fire Flow Work Sheet" and return to the 2-0 City of Tigard, attention Plans Examiner. , �, cuments shall be on file before a bulldlna Permit will be Issued. A-Boy Site Plan Review PC#: 2-30c SIT#: 98-0003 Page #3 No portion of tr-3 buildings exterior shall be located more than 250 feet `` from a fire hydrant (UFC, Section 903.4.2.1). A large portion of the back exterior wall is beyond the 150 feet permitted from an approved access road Provide an access road to within 150 feet of all portions of the exterior walls (UFC, Section 902.2.1). An approved fire appa•atus turn around is required within the site. Submit a revised Alan illustrating an approved area. tg' You reference an indoor gas meter for Phase II building. I recommend you contact NW Natural Gas for their policy on meters indoors. Please submit four copies of reviseu _labmittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sincerply, " Jim Funk PLANS EXAMINER Enclosure c: Dolan and Co., LLC 1919 NW 19th Avenue Portland, OR 97209 T a+. _m merne r. IL oc h N m W _j April 1, 1998 CITY OF TIGARD OREGON Carlson Testing P.O. Box 23814 Tigard,OR 97281 PERMIT NO: BUP 98-0089 OWNER: Dolan PROJECT ADDRESS: 12520 SW Main St PROJECT DESCRIPTION: A-Boy TYPES OF SPECIAL INSPECTION: Structural,Grading Dear Mr. Leach: The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provislons of the State Building Code,permit documents,and special Inspection requirements. The owner o• the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency,the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the Building Division, architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you Inspect. (See U.B.C. 3318 for soils special inspection final report requirements). If you fail to comply with the above requirements,there may be cause for the C ty to revoke your authority as special inspector for this job. Should you have any questions, please call the Building Division at(503)1339-4171. IL Sincerely, ca m Jirry nk Building Division LUa Enclosure i.Ws%1*mpWiA noaxr.M 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 DATL tio-'1" PLAa'a COUNTYWIDE TRAFFIC IMPACT FEE WORKSHEET T. A (FOR NON-SINGLE FAMILY USES) �y0 cmrX e�7 701 7_24-a T ZS I Z c -{�+c ( o0 SITIES NOADOR933. LAND USE CATEGORY RATE PER TRIP RESIDENTIAL S 179.00 BUSINESS AND COMMERCIAL 0Y � 3y.0o OFFICE $ 164.00 INDUSTRIAL $ 172.00 INSTITUTIONAL $ 74.00 PAYMENT METHOD: CASWCHECK CREDIT BANCROFT(PROMISSORY NOTE) INSTITUTIONAL Y: DEFER TO OCCUPANCY LAND USE CATEGORY ESC P oN F Y A AVG.DRP RATIE Z ,�y�vt TRIP ATI_n n BASIS: �SZ Q Cpl -A-vj �1►Q�i7 cA S a )�� � �,Zove lcLQl Z�l V 'IC'✓fJ���CSI CALCULATIONS: urtJLVJ-I, k&-mov,t. Y-db. x uu r -1. C / (099•�'cCjlZ1UTr�,PS` I q,tl i�(` . {. 1 >�� Cn _ I�,�p 5 .Z7�0 /� ��,�js .w EC I ERA N: IL FEE OR COU NO R ONLY J AOOITtONAI NOTES: m W J -7I 1=- G 3,00 T I t= MT 49b� e • A.Jtr w I:TIFWKST.DOC(DST) February 11, 1998 CITY OF TIGARD Linda Wall OREGON CIDA 5200 SW Macadam #540 Portland, OR 97201 TRAFFIC IMPACT FEE FOR A-BOY PHASE I Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $17,653.00. You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise this second option please contact me for additional details). The third option is to defer payment until occupancy. Traffic impact fees are subject to an annual increase of up to 6% if not paid or financed prior to July 1 st of each year. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the Cly Recorder no later than 5:00 p.m. on February 25, 1998 and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. If you have any questions, or if I can be of further service, please contact me at 639- 4171. a � ac Bonnie Mulhearn Development Services Technician m W c: TIF file Building file 13125 SW Hall Blvd., Tigard, OR 97223(503)6394171 TDD(503)684-2772 February 23, 1998 CIDA CITY OF TIGARD 5200 SW Macadam #420 OREGON Portland, OR 97201 RE: A48op Phase it Building Plan Review 12550 SW Main Street PC#: 2-32c rUM111': g Submittal documents for the above referenced project have been reviewed for conformance with the applicable Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: ENERGY COMPLIANCE —] Provide a lighting power budget for the interior and exterior of the building [OSSC, Section 5310 f(1)(2) and Table 53M]. V7� Revised plans shall show details and specifications of exterior walls and roof filled with R-19 insulation [Specification manual, Section 072.007,. FIRE AND LIFE SAFETY The exit system at Door 1001) shall include an unobstructed means of egress to the public way [OSSC, Section 3301(b)]. The sidewalk shall be accessible [ANSI-117A, Section 4.14.1]. ti Aisles having merchandise on both sides shall not be less than 44 inches wide [OSSC, Section 3315(b)21. Provide a reflective ceiling plan showing location of: A. Exit illumination i. Provide exit illumination having an intensity of not less than 1 foot- s candle at floor level with an automatic emergency power system, such as an on-site power generator or storage batteries, to operate the lighting system in the event the premises wiring system taiis i0o-Sw, ,vection 3-3113 ka)k;))J. -� B. Lighted exit signs i. When two or more exits are required, internally lighted exits signs W shall be provided [OSSC, Section 3314]. Clearly indicate sign locations on the electrical floor plan and provide that E sheet in the revised plans. 13125 SW Holl Blvd., Tigard, OR 97223(.503)639-4171 TDD(503)684-2772 A-Boy Phase I Building Plan Review PC#: 2-32c BUP6: 9""67 Page*2 UProvide Type 2-A fire extinguishers throughout so that the travel distance to an extinguisher does not exceed 75 feet [UFC Std. 10-1 3.2.11. Provide a key box (Knox) mounted to the exterior wall 10' above finish grade and adjacent to the right side of the main entry door. The box shall contain keys to gain access as required by the Fire Marshal [UFC 902.41. If you have any questions regarding this requirement, please contact the Fire Marshal at 526- 2502. 67 A portion of the south wall is within 5 feet of the property line and shall be of four hour noncombustible construction [OSSC, Section 2003(a) and Table 17-A]. A. Provide amended engineering calculations (page 12 and 13) for a 7 inch wall [OSSC, Table 43-13, Item 6-1.1;.-E#fect&Penes. 17 7/" All of the south wall shall be of noncombustible construction. The top plate of the parapet as shown in detail 31A7.0 is not permitted. Provide revised drawing and -/ specifications. 9! The permit application for Phase I is for a one story building. The catwalk and office are classified mezzanine. Provide correct terminology on applicable sheets of your submittal. 9� The ladder noted as number 9 on Sheet A1.7 is not an approved means of vertical access other than to a roof with mechanical equipment [OSSC, Section 3306(a). 16. The travel distance along the catwalk through the office to an approved exit exceeds 150 feet. Provide exiting in accordance with OSSC, Section 3303(d). 1'al The glazing along the floor level of the catwalk is considered a hazardous location. Provide glazing in accordance with OSSC, Section 5406(d)(7). What is the means of access to the roof hatch? CL 1VV When exit doors are used in pairs, manually-operated edge- or surface-mounted flush bolts are pr;,hinited [OSSC, Section 3304(e)). U) t A. Provide revised plans with specifications fcr automatic flush bolts. JC 14 Storage and/or display of combustible products on racks or shelves where the top of the storage exceeds 12 feet is classified as high-piled storage and shall be uj .j protected in accordance with the Uniform Fire Code, Article 81. Submit a storage and fixture layout showing aisle width, height of storage and depth of rack/fixture. A-Boy Phase I Building Plan Review ` PCM 2-32c BUP#: 98-0067 Page #3 STRUCTURAL --'� J When special inspection is required by OSSC, Section 1701, the architect or engineer of record shall prepare an inspection program which shall be submitted for approval prior,to a building permit being iss,ied [OSSC, Section 106.3.51. A. Submit an inspection program designating the work requiring special inspection i, and the agency who will be responsible for conducting the inspr ctions [OSSC. Section 106.3.51. B. Complete the enclosed Structural Special Inspection form designating an Approved Testing Laboratory [Line B] and signed by the owner of the project [Line Dj. i. The completed form must be returned to this office before a building permit can be issued. ii. Copies of all special inspection reports shall be filed with this office continually during construction. iii. A final signed report must be on file before the occupancy permit will be issued [OSSC, Section 1701.31. Q. Keynotes on Sheet 54.0 do not include the engineer design specifications for Grid E.6, page 6. When the engineer of record has completed his inspection of the roof nailing and / strapping as stipulated on Sheet S1.0, Note 5, provide a copy for the City file. 1�. Correct numerical order of Keynotes on Sheet S2.0 (two categories of#4). J Provide .the engineers calculations for footings B,E and F, Schedule, Sheet S2.0. 6! Correct specifying Type A footing at S.E. comer to Type D (Sheet S2.0). W/ Provide detail 8/S6 referenced on Sheet S2.0 at Grid C.1, Line 3. n. Provide engineering for steel columns Sheet 52.0, Keynotes#4 and#4. 9� The manufacturer's details and speci.;cation for each style of truss must be a provideu for our review. tr ' r W I i ,n r �,\`" A. Submit the engineer's analysis of the roof structural members supporting l ��� the HVAC. r' B. Design shall address Keynotes 6 and 7, Sheet S3.0. A-Boy Phase I Building Plan Review PC#: 2-32c BUP#: 98-0067 Page#4 CO) The attachment of permanent equipment (HVAC) supported by the building's structural components shall be designed to resist the total design seismic forces prescribed in Section 2312(8) of the Structural Specialty Code. A. Provide an engineer's design specifying attachment requirements / [OSSC, Section 106.3.2 and OMSC, Section 304.4). 1K. Provide the engineering for the catwalk. (12.) An awning is considered an appendage to the building and shall be designed and constructed to resist the wind effect in accordance with OSSC, Section 2311, and total seismic forces prescribed in OSSC, Section 2312(g)(2). A. Submit the design calculations prepared by an architect or engineer licensed to do business in the State of Oregon. 1� Correct Sheet Al - General notes regarding reference to 98-UBC. rPLUMBING q� All down spouts shall be a minimum of 4 inches diagonal except for the one located at Grid C.1, Line 4 shall be not less than 5 inches diagonal (OSSC, Table 1.4-1). er How does the drain and scupper at Grid CA and Line 3 function? MECHANICAL A mechanical permit is required. Submit an application, plans and equipment specifications for review. Y� A. The heat/ventilation system shall provide outside air per occupant in all portions of the building [OSSC, Section 705 and TaNe 12P). i. Provide outside air specifications on the revised plans. B. Air moving systems (combination of units), supplying air in access of IL 2000 CFM to enclosed spaces, shall be egL!ippEd with an automatic shut- off. The smoke detectors shall be supervised when a fire detection or N alarm system is provided [GMSC, Section 6081. C. Each individual roof-mounted HVAC shall be permanently labeled as to m the areas it serves [GMSC, Section 305.51. In addition, each unit shall be equipped with a power disconnect. A 120-volt receptacle shall be located within 25' of each unit [OMSC, Section 309.11. �r A-Bcy Phase I Building Plan Re, %iw PC*: 2-32c BUP*: 98-0067 Pags*5 Please submit four copies of revised submittal docums:r.'�t and a letter indicating your response to the above comments for review. Please call me at (503) 639-4171 if you have any questions. Sincerely, Jim FJnk PLANS EXAMINER c: Dolan and Co., LLC 1919 NW 19th Avenue Portland, OR 97209 a a H _J m W livif 5200 SW MACADAM AVENUE, SUITE 420 PORTLAND, OREGON 97201 TEL: 503.226.1285 FAX: 503.226.1670 \ E-MAIL: cida®teleport.com March 6, 1998 City of Tigard Attn.: Mark Roberts 13125 SW Hall Blvd. Tigard, OR 97223 RE: A-Boy CIDA Project Number. 97125 Dear Mark: This will follow up our recent discussion with respect to permits for the A-Boy re-development Phases I and II. As you know, we submitted applications for Site Design Review and Building Permits on February 9, 1998, within the time frame specified by the Settlement Agreement. The City promptly issued a Site Design Review Notice of Decision on February 20, 1998, site work plan check cornments on February 18, 1998, Phase I building plan check comments on February 23, 1998, and Phase 11 building plan check comments on March 4, 1998. The Settlement Agreement appears to have been based on the assumption that the permit documents would be a revised version of the originally submitted documents, and hence the City could issue permits if the previous plan check comments were addressed. However, since the plans changed, new plan checks were issued for Phase I and Phase II. This effected both the time available to make revisions and the time for the City to check the revisions and issue permits. We understand that the City will interpret the agreement to allow the City 30 days o. of plan review time, not including time required for CIDA to prepare and submit revisions to Fthe first plan check. In a telephone conversation on March 3, 1998,John Shonkweiler indicated co to Lans Stout that this would be acceptable. In order to expedite your review, following is a summary of all the conditions and comments m along with the resolution of each. These are also reflected in the accompanying revised permit C? documents. w J Site Development Review Conditions I. Street Opening Permit: Documents have been submitted to the Engineering 4 ARCHITECTURE Department. ♦ENGINEERING ♦PLANNING •LANDSCAPE E\GENADMIMPRO)EC-TS\97\97125103-03.98_ttr.wpd •INTERIORS .9i A-Boy-Permit follow up March 6, 1998 Page 2 2. Responsible Individual: Dolan & Co„ LLC. 1919 NW 19th Portland, OR 97209 3. Damaged curb and sidewalk: The drawings include a note to this effect. 4. Street tree design: The street trees are included in the Street Opening Permit documents as required by code. 5. U.S.A. Permit: A permit submittal to U.S.A. has beemade. � r 6. U.S,A. Water Quality Fee: A check��36losed w;?((o L I-,k�,�,�td. 1 �" 7. Erosion control plan: Included in the drawing package. 6. Demolition Permit: To be applied for prior to Phase li construction. 9. Trash and recycling, roof top screening: The trash enclosure and screening is noted on the site plan; roof top mechanical equipment will be painted to match the roof. 10. Public Improvements; To be completed prior to final building inspection. 11. Sidewalk Easement: An easement will be provided prior to final building inspection (a standard easement form should be sent to CIDA by the City). !2. Maintenance: The owner intends to maintain the site improvements as required. Site Work Plan Check Comments (I The scope of the geo-technical report has been expanded to include the Phase II building site. The amended report will be available for review the week of March 9. 2." A separate application will be submitted for the secondary access area. 3.✓ Program nor Inspection services form is enclosed. 4.V During construction, Geo-Design will provide inspection reports for. a. Acceptance of proof rolling, b. Observation of prepared f-)oting subgrade for shallow footing design. C. Observed construction„ d. Excavation of fill debris to subgrade, preparation of subgrade, refill and compaction under floor slab. lt�gY The applicant will contract a hydrologist report as recommended by Geo-Design addressing potential for loss of footing support through stream bank erosion. 6.-/ We understand that the landscape pians are not part of site plan review. o. 7.✓ A backflow prevention valve will be installed at the footing perimeter drain connection to the storm drainage system, as indicated on the revised drawings. N Accessibility: _J Itis The access aisle at the van accessible parking stall will be 1'-0" wider than minimum m required by Code. ul Y Brian Rager indicated that we should use the standard City driveway detail not withstanding whether-it is ADA compliant. We have added an ADA accessible route to connect the buildings on-site. Detail 6/SD has been revised to indicate the correct accessible parking sign height at 7', C.,S D1S' Fire and Life Safety: �✓ The structural drawings have been revised to indicate panel #13 thickness as 7". F\GENADMIN\PROJECTS\97\97125\03-03-98_Mrwpd (_ ? A-Boy-Permit(ollow-up i March 6, 1998 Page 3 > C� One existing hydrant remains on Main Street and one new hydrant will be added along Main Street. One hydrant will be added within the site, as reflected on the site utility plan. (See attached fire flow worksheet.) Access to within 150' of all portions of the building is available from Main Street and the parking lot drive aisle. ,. The site plan has been revised to provide an approved fire apparatus tum-around. i/ The note on SD3 has been revised to read: "Relocate gas meter. Coordinate with NW Natural Gas." Phase I Plan Check Comments: E�3ergy Compliance: 1, A lighting p-)wer budget for the anterior of the building will be submitted with the tenant improvement C ermit application. �Y Revised plans show details and spt:ifications of the exterior walls with 3-5/8" metal furring at 24"O.C. and R-13 batt insulation, in compliance with Package "B",table 53-C, UBC Revised plans show details and Epecific,\tions of R-4.5 rigid insulation at perimeter of building foundation and slab. Fire and Life Safety: V The exit system at Door I OOD will be connected to the public way at the bicycle easement, asindicated on the revised drawings. A storage and fixture layout showing aisle widths will be submitted with the tenant improvement permit application. A reflected cPi!. Ig plan showing exit illumination and locations of lighted exit signs will be submitted with the tenant improvement permit application. Locations of fire extinguishers will be included in drawings submitted with the tenant improvement permit application. A Knox box will be located adjacent to the main entry door, 10' above grade. 6. Panel #13 of the south wall will be 7"thick. Structural calculations have been revised and are attad. r---� Detai 3/A, 0 ad been revised to delete the wood top plate. r� The lawings have been revised to reflect correct the terminology for the mezzanine. CL The catwalk has been deleted. Opotions are being reviewed for access to displays in clerestory windows. If it is determined that a catwalk provides optimal access to to displays, a revised design will be inlcuded in tenant improvement permit application drawings. J I0/, The catwalk has been deleted. (See note #9 above.) CD Clerestory glazing adjacent to the potential future catwalk will be safety glazing. 0 i 7 Roof hatch is accessed via ladder with protective cage as described in Note #17, Sheet -J , = A8.0, ' Specifications have been revised to require automatic flush bolts at exterior pair doors. 4. A storage and fixture layout showing height of storage will be submitted with the tenant i improvement permit application. F\GENADMIN\PROJECTS\97\97125\03.03.98_Rr.wpd A-Boy-permit lollow.up March b, 1998 Page 4 Structural: (J_—) See attached inspection form. / 1r' The calculation on page 8 was used instead of the one on page six, The panel number 6 reinforcement referenced on S4 is appropriate. 3f An inspection report will be provided. 4!� Keynote order corrected on sheet S2. 51"'� See attached calculations, N Correction made. Detail 8 / S6 provided on drawings. See attached calculations. �rV Calculations will be provided when available. Q t 0 Calculations will be provided when HVAC information is available. 1��r See attached calculations ��c`s I*ed— This dThis bidder designed item will be provided when available. 4 4 lie11 Corrections made. Plu bing: Detail 8/A7.0 has peen revised to require 4" downspouts, typical; 5" at column grid C.1/4, ,A--, East Exterior Elevation 4/A2.0 and Roof Plan/A5.0 have been revised to show scupper and downspout at column grid C.1/3 at north end of east wall. Me-hanical: 1. When a mechanical sub-contractor is selected, he/she will submit an application for a mechanical permit. Plan Review comments have been forwarded to the contractor. Phase 11 Plan Check Comments: Responses will follow urder separate cover. Thank you for your assistance in processing these permits. Yo�rs Trul , a 0a Vnda C. Wall Architect Enclosure cc: D. Dolan J. Shonkweiler B.Ward,Grigsby Construction J. Funk,City of Tigard B. Rager,City of Tigard D.Welsh,CIDA L. Stout,CIDA K. Koroch,CIDA M.Nelson,CIDA F\GENADMIN\PROJECTS\97\97125103.03-98 kr.wo 5200 S.W.MACADAM AVENUE,SUTE 420 PORTLAND,OREGON 97201 TEL:(503)226-1285 FAX:(S03)226-1670 TOLL.FREE:(886)226-128S E-MAIL: cida*teleport.com TRANSMITTAL PROJECT NO.: 1 Z�j • D O DATE: Z �� PROJECT NAME: U - R , U ATTN: _ COMPANY: < ADDRESS: ENCLOSED: IL PLANS q6SPECIFICATIONS ¢-COPY OF LETTER o DETAILS ❑ SHOP DRAWINGS CALCULATIONS ❑ SKETCI-ES o OTHER NO.OF/COPIES DESCRIPTION —C` N", /� I UPTM I A414W 1 - t i 3 o FOR YOUR USE ❑ FOR REVIEW ❑ RETURNED }Q- FOR APPROVAL o AS REQUESTED ❑ OTHER COMMENTS: C D 7 u - J (41— COPIES TO: �• �• c DELIVER O PICK LIP O MAIL SIGNED: 0 NEXT DAY 5100 SW MACADAM AVENUE, SUITE 420 PORTLAND, OREGON 91101 TEL 503.116.1285 FAX: 503.226.1670 E-MAIL: cida0teleport.com March 6, 1998 City of Tigard Attn.: Maris Roberts 13125 SW Hall Blvd Tigard, OR 97223 RE: Special Ins ections for A-BOY -W'S Project Number: 97125 Dear Mark : Special Inspections for the above mentioned project will be performed by an independent testing laboratory. The Special Inspections will be according to UBC section 1701. The special inspector will be employed by the owner. They will observe the work assigned for conformance with the approved design drawings and specifications. The special inspector will furnish inspection reports to the building official,the engineer and architect of record, the owner and the contractor. "The following items will require special inspection: I. Concrete. During the taking of test specimens and placing of reinforced concrete. Special inspection is not required for unreinforced nonstructural concrete slabs on grade and for sitework concrete supported on earth. L 2. Epoxy anchors and Expansion bolts where ICBO report requires special inspection. K 1) 3. Reinforcing steel. During the placing of reinforcing steel for all concrete required to have special inspection by item #1. 7 Q 4. Structural welding. During the welding of any member or connection which is designed to resist loads and forces required by the OSSC. J 5. Special grading, excavation and filling. During earth-work excavations, and grading. This work will be performed by the Geotechnical Engineer. ♦ARCHITECTURE ♦ENGINEERING ♦PLANNING ♦LANDSCAPE ♦INTERIORS A Please call if you need additional information or have any questions. Sincerely, x0k, U471 Mike Nelson, S.E. MN/de Enclosure cc: David Welsh,CIDA Linda Wall ,CIDA File IL a a� W J GEODESIC,- N, INC GEOTECHNICAL,[HVIRONMENTAL,AND GEOLOGICAL CONBULTANTI March 9, 1998 WCEiVED BY, A-boy Supply Company MAR 10 1998 1919 NW Nineteenth Avenue (Clda� Inc. OR 97209 Attention: Dan Dolan Addendum to Geotechnical Report A-Boy Facility Expansion Ti ard, Oregon This letter represents an addendum to our geotechnical report for the subject project dated January 28, 1998. As stated in the report: The proposed building is within 7- to 10-feet of Fanno Creek and may be subject to loss of footing support through stream bank erosion. A hydrologist or other qualified professional should evaluate this risk. Rip raping of the stream bank or other stabilizing options should be considered site improvements if it is found that erosion could undermine the footings. Based on our recent discussion we understand that the proposed building is separated from Fanno Creek by the bike path, with a minimum building setback from the creek of 15 to 20 feet. With this setback, erosion of the soils adjacent to the footing is not a significant risk. Therefore, additional evaluation of streambank erosion is not necessary. Please give me a call if you have any questions. Sincerely, p PROfF� 16,073 '9 Do Rondema, OREGON Principal ) 21.N9�� P ON RONO�� cc: Linda Wall, CIDA Expires 12/31/ Q Dirt: Document ID: A-boy-l-addendum 1 17400 S.W. Upper 800nes Feng Rd., Suite 230 • Portland, OR 97224 • (503) 968-8787 • Fax (503) 968-3068 A8 LION 14:88 FAX 44+ CIDA Gb002 EOE)ESIGN, INC. R0TM1MIGAL,t�NVIROMM[MTAL,AND [OLOOICAL GONNULTANTs UWCh 9, 1998 , A-boy Supply Company 1919 NW Nineteenth Avenue Portland, OR 97209 Attention, Dan Dolan Addendum to Geotechnical Report A-Boy Facility Expansion ligand, Oregon This letter represents an addendum to our geotechnical report for the subject project dated January 28, 1998. As stated in the report: The proposed building is within 7- to 10-feet of Fenno Crook and may be subject to loss of footing support through stream bank erosion. A hydrologist or other qualfied professional should evaluate this risk. Rip raping of the stream bank or other stabilising options should be C017sidered site improvements if It is found that erosion could undermine the footings. Based on our recent discussion we understand that the proposed building Is separated from Fanno Greek by the bike path, with a minimum building setback from the creek of 15 to 20 feet. With this setback, erosion of the soils adjacent to the footing is not a significant risk. Thereforn, additional evaluation of streambank erasion is not necessary. Please give me a call if you have any questions. Sincerely, 15 PROfF�' ,5 GINE 0 IV 1 b.OT3 f• Do Rondema, ORWOON Principal P 0�RpNoti� cc: Linda Wall, CIDA Expires 12/31/4 DLR; Docxxrlenr IU' A-boy-l-addendum 1 17400 S.W. Upper 800nes Ferry Rd..Suite 230 - Portland, OR 97224 • (503) 068-8787 - Fax 1503) 968.3068 5200�S.W.MACADAM AVENUE,SLATE 420 PORTLAND,OREGON 91201 TEL:rS03)226-128S FAX.-(S03)226-1670 TOLL FREE:(688)226-1285 E-MAIL: cldefteleport.com TRANSMITTAL q] (PROJECT NO.: 2 DATE: PROJECT NAME: F ATTN: J. 1 COMPANY: C ADDRESS: ENCLOSED: a ❑ SPECIRCATIONS COPY OF LETTER o DETAILS ❑ SHOP DRAWINGS o CALCULATIONS ❑ SKETCHES ❑ OTHER NO.OF COPIES DESCRIPTION / 4'°- ter " ' LAb FOR YOUR USE ❑ FOR REVIEW ❑ RETURNED n FOR APPROVAL ❑ AS REQUESTED ❑ OTHER C � Edo J-? W)r C �OrtihiLik , OW I r 0 5Lk r � lrA u COPIES TO: O DELIVER U PICK U' ¢r MAIL SIGNED: O NEXT DAY March 17, 1998 CITY OF TIGARD OREGON Geo-Design, Inc. 17400 SW Upper Boones Ferry Rd*230 Portland, OR 97224 PERMIT NO: " 3 {� OWNER: Dolan PROJEC ADDRESS: 12520 SW Main St PROJECT DESCRIPTION: A-Boy TYPES OF SPECIAL INSPECTION: Set forth in report dated 1/28/98 The owner has notified us that he/she will retain your services to perform Inspections in accordance with the provisions of your report, permit documents, and special inspection requirements. The owner or the owner's agent. must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency, the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the Building Division, architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you inspect. (See I.I.B.C. 3318 for soils special inspection final report requirements). Should you have any questions, please call the Building Division at(503)639-4171. Sincerely, 06 Jim Fun F Building Division N Enclosure %otoaamolatat mlify dot Y W J 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)6842772 — � CITY OF TIGARC� March 16, 1998 OREGON 'lt CIDA 5200 SW Macadam #420 Portland, OR 97201 RE: A-Boy Phase I" Building Plan Review Response Letter dated 3/6/98 12550 SW Main Street PC#: 2-32c BUIPi>t: "-0089 ` Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1996 Oregon Specialty Codes and other applicable cedes and standards. The following comments are noted: t✓ Item 1 of the Energy requirements; deferred to Tenant Improvement Permit. 2. Items 2,3 and 14 of the Fire and Life Safety requirements: deferred to Tenant Improvement Permit. Note: A certificate of occupancy for BUP 98-0069 wil! not be issued until all requirements of the Tenant Improvement Permit are completed. Al Item 6 - Provide calculations and amend detail 2/S40. Item 7 -Amend de'ails in Sheets A4.0 and A4.1 deleting all wood on exterior walls required to be non-combustible. b3' Items of the Structural requirements; complete and return the Special Inspection 2 Program forms provided in our original plan review letter. A. Items 9, 10 and 12 are deferred submittals but must be submitted for review prior to installation. o 4! Item 1 of the Mechanical requirements shall be addressed by the mechanical installer prior to our issuing a permit. 5. Provide plans approved for constnrction. 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 A-Boy Phase I Building Plan Review PC*: 2-32c BUPO: 98-0069 Page#2 Please submit three copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 6394171 if you have any questions. Sincerely, Jim Funk PLANS EXAMINER c: Dolan Co., LLC 1919 NW 19th Avenue Portland, OR 97209 m:\prmsys\document\bup98—OO.69\pc232c.doc o~, n 0 u March 12, 1998 CITY OF TIGARD CIDA OREGON 5200 SW Macadam#420 Portland, OR 97201 RE: A-Boy Site Plan Review 12520 SW Main Street PC#: 2-30c •lgpf Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1996 Oregon St,ecialty Codes and other applicable codes and standards. The �70W g comments are noted: Provide the Geo-tech report for Phase II. 11 IA2. Item 5, site work, the hydrologist report must be submitted before the BLIP for Phase I can be issued. Item 2, Fire and Life Safety. Hydrant locations do not provide (overage of all exterior walls of Phase I building. Adjust locations so every part of the building is within 250 feet of a hydrant. ��� ✓� 4? Item 3, Fire and Life Safety. A large portion of the west wall of the Phase I building is beyond the 150 foot limitation from a fire access road. Provide access in accordance with UFC, Section 902.2.1. 5 Provide four copies of Sheet T1 amended to exc!ud Sheet SD-7 and L1 and L2. Delete reference to secondary access. Provide four copies of amended Sheet ER-1 they were excluded In your resubmittal. 7� Did you mean to delete some details from Sheet SD-7 such as thurst blocking? Provide l- amended Sheet SD-6. Please call me at(503)6394171 if you have any questions. C SincTly, 0 'Jim Funk u PLANS EXAMINER J c: Dolan and Co., LLC 1919 NW 19th Avenue Portland, OR 97209 13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TUU(503)684-2772 5200 SW MACADAM AVENUE, SUITE 120 PORTLAND, OREGON 97201 TEL: 503.226 1285 FAY.: 503.216.1670 E-MAIL: cida®teleport.com -iSSK4� Aft. Y11b Man-!, 38 F498 City of Tigard Attn: Jim Funk, Plans Examiner 13125 SW Hall Blvd. Tigard, OR 97223 Re: A-Boy Development 12520 SW Main Street Project No.. 97125 Dear Jim Thanks very much for your prompt reviews of re-submitted permit documents. The documents have been re\ised as indicated below and are hereby re-submitted for final review. A Bgy Site Plan Review PC#: 23Q4 SIT#: 98-003 Rv'rw comments of 3/12/98: I. A copy of the geo-technical report for the Phase II building was submitted to the City of Tigard with the Phase II documents on P larch 16, 1998. 2. As the addendum to the Geotechnical Report dated March 9, 1998 (copy attached) states, the building is sited 15-20 feet from the flood plain level (not 7-10 feet, as originally thought), and will not be at risk of erosion of soils adjacent to the footings. Consequently, a hydrologist's report is not required, nor recommended, by the geotechnical engineer. 3. Fire hydrant locations have been revised, as indicated in civil drawings SD I and SD3. 4, An exception to the 150' hose reach regulation has been requested of the Tualatin Valley Fire & Rescue Fire Marshal, Gene Birchell. A copy of the request is attached. 5. Four :opies of revised T I are enclosed. 4. 6. Four copies of revised ER I are enclosed. 7. Thrust block construction standards are described in specifications ate+ N 1 A`Boy Ph, I Review PC:#: 2-32C P#: 9 -0069 Review comments of 3/16/98: I. Deferred to Tenant Improvement Permit. 00 2. A. Revised calculations for panels #11, 12, and 13 (7"thick) are attached. 2/S4,0 Whas been revised to indicate 7"thick panels. --i B. Details on Sheets A4.0, A4.1, and A7.0 have been revised to require fire.- retardant wood on east exterior wall. 3. The Speciai Inspection Program form, attached, has been revised and signed by the 4 ARCHITECTURE Owner. ♦ENGINEERING 4. Deferred to mechanical permit application. •PLANNING 5. Revised plans are approved for construction. Three copies are attached. •LANDSCAPE •INTERIORS r ft Fed-Ek Second Response March 30, 1998 Page 2 A-Dox Ph. II-Review w PC#; 2-3 I C BUP#>t: 98-0070 Review comrnents of 3/17_/28: 1. Revised plans are approved for construction. Three copies are attached, 2. Special Inspection Program has been revised to include geotechnical inspection recommended by Geo-Design in their Jan. 28, 1998 report 3. Deferred to Tenant Improvement Permit 4. A 1.0 has been revised to indicate surface-mounted fire extinguishers inside the shell spaces. 5. Sheet A3.0 has been revised to indicate the correct detail reference numbers. Sheet A6.0 has been revised to include window specifications, 6. Detail 4/A4.0 has been revised to indicate fire-retardant wood nailer at top of parapet, The above revision Is should address all review comments. As the Owner is anxious to b-:gin construction, we would appreciate issuance of the building permit aF soon as possible. Thanks again for your prompt attention. Yo',urs truly, Linda . V� all Project Architect LWtde Enclosures CC' D. Dolan,Owner Shonkave ler,Attorney B. Ward,Gngsby D.Welsh,CIDA G.bv_.rTnore,CIDA M.Nelson,CIDA K.K.oroch,CIDA FiGENADMIMPRO)ECTS19A9712512ndResponseCrty wpd i G_ FODESIGN, INC. �71?f7 G[OTtCNNICAL,ENVIRONMKNTAL,AND GKOLOOICAL CON0ULTANTS January 28, 1998 A-Boy Supply Company RECEIVE O 1919 NW Nineteenth Avenue JAN 7 8 1998 Portland, OR 97209 tteition: Dan Dolan Am'd............ Report of Geotechnical Engineering Services A-Boy Facility Tigard, Oregon 1 i Attention: Dan Dolan GeoDesign is pleased to submit four copies of our 'Report of Geotechnical Engineering Services" f)r !rte proposed A-Boy Facility on Main Street in Tigard, Oregon. We appreciate ti-,e opportunity to provide these services. Please call if you have questions regarding this report or if we can be of further assistance. Respectfully Submitted, Geo-DesiYHup gnInc. Brad L. E.I.T. ' Geotechnical Staff Don Rondema, P.E. Principal Document ID:A-Boy-1-geor G C : 17400 S.W. Upper Boones Ferry Rd., Suite 230 • Portl-,nd, OR 97224 • (503) 968-878 • Fax (503) 968-3068 M CONTENTS Pane No. INTRODUCTION 1 PURPOSE AND SCOPE 1 SITE DESCRIPTION 2 Surface Conditions 2 Subsurface Conditions 2 CONCLUSIONS AND RECOMENDATIONS 2 General 2 Erosion Control 3 Site Preparation 3 Wet Weather Considerations 4 Structural Fill 5 Cut and Fill Slopes 6 Groundwater Considerations 7 Shallow Foundations 8 Floor Slabs 8 Retaining Structures q Resistance to Sliding 5 Pavement Recommendations 10 Drainage Considerations 11 Seismic Considerations 11 Liquefaction 11 Observation of Construction 11 LIMITATIONS 11 VICINITY MAP FIGURE 1 SITE PLAN FIGURE 2 APPENDIX A Field Exploration and Laboratory Testing A-1 ... A-2 Key to Test Pit ani+ Boring Logs Symbols Soil Classification Guidelines Logs of Test Pits or: t- m W J GeoDesign i A-Boy-1:012898 REPORT OF GEOTECHNICAL ENGINEERING SERVICES PROPOSED A-BOY FACILITY TIGARD, OREGON INTRODUCTION This report presents the results of GeoDesigns' geotechnical engineering evaluation of the proposed A-Boy Facility in Tigard, Oregon. The proposed development lies directly west of the existing A-Boy store on Main Street. The site location relative to surrounding physical features is shown in Figure 1. Mr. Dan Dolan of A-Boy Supply Company provided a copy of proposed site plan. The project will include construction an approximate 17,600 square foot single story tilt-up building with associated utilities and parking. We anticipate that the building footing loads are less than 150 kips for columns, 6 kips_per lineal foot for walls, and 300 psf for floors. Based on the site plan, we have assumed that site Ills will be less than about 2 feet above the present grade. PURPOSE AND SCOPE The purpose of our geotechnical engineering evaluation is to explore the subsurface conditions at the site and provide geotechnical engineering recommendations for design and construction. The scope of our services is based on our understanding of the project. The specific scope of our services is summarized below. • Explore subsurface conditions by excavating up to 5 test pits to depths of up to 12 feet using a conventional rubber-tired backhoe. 04� • Obtain soil samples at select depths in the test pit excavations. 1 � • Classify the materials encountered in the test pits. Maintain a detailed log of each exoloration. Observe ground water conditions in the explorations. • Determine the natural moishire content of select samples obtained from the explorations. r1 • Provide recommendations for site preparation, grading and drainage, stripping depths, fill type for imported materials, compaction criteria, trench excavation and backfill, use of on- site soils, and wet/dry weather earthwork. • Provide geotechnical engineering reek -nmendations for design and construction of shallow spread foundations, including allowable design bearing pressure, minimum pa—� footing depth and width and resistance to lateral loads in the form of passive res;stance and base friction. • Estimate settlement of footings. _ Provide recommendations for subsurface drainage of foundations and floor slat_,; m necessary. Provide recommendations for retaining walls including lateral earth pressures (equivalent W J fluid pressures), drainage, and backfill requirements. • Provide portland cement concrete and asphalt concrete pavement thicknesses for the design traffic loads, including options for cement treated subgrade. GeoDesign, Inc. 1 A-Boy-1:012898 • Pro,lide a discussion of seismic activity in the vicinity of the site and recommendations for the UBC ;Uniform Building Code) site coefficient and seismic zone, and potential for liquefaction. • Provide a written report summarizing the results of our geotechnical evaluation. Provide specifications for site preparation, earthwork, and paving in 3-part CSI format (this is typically requested by CIDA). SITE DESCRIPTION SURFACE CONDITIONS The site is generally rectangular in shape and relatively flat. It is bordered by Main Street on the north, Fanno Creek on the west, and the ex:-;ting A-Boy retail store development on the east. Property to the south of the site is undeveltned. The site has been used in the recent past as a gravel parking lot with gravel extending approximately 100 feet south of Main Street. SV9SURFACE CONDITIONS We completed 5 test pits at the approximate locations shown in Figure 2. Logs of the test pits, the subsurface exploration program and laboratory testing are described in Appendix A. The laboratory test results are included in the test pit logs. Relatively consistent subsurface conditions were encountered in the explorations. The gravel parking area is covered with an approximate 3- to 6-inch thickness of gravel. Subsurface conditions beneath the gravel and outside of the gravel area consists of very stiff silt fill to a depth varying between 5.5 and 10.0 feet below the ground surface. The fill included occasional gravel, rubble, wood, and debris. Below the fill we encountered medium stiff to stiff silt with trace to some clay to thn depth of our explorations. In general, the greatest amount of debris in the fill was found near the interface with the native soil below the fill. In test pit TP4 we encountered a concentrated deposit of lumber consisting of 2X4s and 4X4s with glass, garbage, and asphalt particles. The moisture of the silt fill varied between 18 and 23 percent and the moisture content of the native silt varied between 25 and 36 percent We observed slow to moderate groundwater seepage in the test pits with the exception of test pit TP-4 where we observed rapid groundwater seepage near the elevation of the buried debris. We observed minor to moderate caving in all of the test pits, generally at or below the observed level of groundwater seepage. CONCLUSIONS AND RECOMMENDATIONS GENERAL The key geotechnical issue associated with the proposed development is the buried debris in the fill soils overlying the native silts. The debris may exist at one or , many unknown locations. In our opinion, the proposed structure with the anticipated design foundation loads, GooDesign, Inc. 2 A-Boy-1:012898 be supported on spread footings bearing on granular pads that are founded on the undisturbed native soils lying below the fill. Granular pads are discussed below in the section fitted"Shallow Foundations". The on-site silts can be sensitive to small changes in moisture content and difficult, if not impossible, to adequately compact during wet weather. If construction is planned for the wet season, the project budget should reflect the recommendations for wet weather contained in this report. A more detailed discussion is presented in the "Site Preparation", "Wet Weath3r Considerations", and "Structwal Fill"sections of this report. The proposed building is within 7- to 10-feet of Fanno Creek and may be subject to loss of 1,1 footing support through stream bank erosion. A hvdrologist or other qualified professional should evaluate this risk. Rip raping of the stream bank or other stabilizing options should be t consieaered site improvements if it is found that erosion could underm`ne the footings. Specific recommendations for general site development are presented in the following sections. EROSION CONTROL The soil at this site is eroded easily by wind and water. Therefore, erosion control measures should be planned carefully and be in place before construction begins. Erosion control plans are required on construction projects located within Washington County in accordance with Oregon Administrative Rules (OAR) 340-41-006 and 340-41-455. The City of Tigard, Washington County, and the Unified Sewerage Agency have developed technical guidelines for implementat.on of rules. Measures that can be employed to reduce erosion include the use of silt fences, hay bales, buffer zones of natural growth, sedimentation ponds, and granular haul roads. In general, erosion control measures must limit sediment transport to less than 1 ton per acre per year, as calculated by the Universal Soil Loss equation. SITE PREPARATION The existing topsoil should be stripped and removed from the site in all proposed building and pavement areas and for a 5-foot margin around such areas. Based on our explorations, the depth of stripping will ae approximately 3-inches, although greater stripping depths may be required to remove localized zones of!oose or organic soil. The actual stripping depth should be based on field observations at the time of construction. Stripped material should be o. transported off site for disposal or used in landscaped areas. RC H U) After stripping has been completed, we recommend proofrolling the subgrade with a fully L loaded dump truck or similar-size, rubber-tire construction equipment to identify areas of -o excessive yielding. The proofrolling should be observed by a memt� m — .t Qf�!"IL_eotechnical staff who will evaluate the subgrade. If areas of -eXMSive-_yielding_are_identifgo, the w material should be_excavated and replaced with1 mpacted J materials recommended for structural fill. Areas that appear to be too wet and soft to support proofrolling equipment should be prepared in accordance with the recommendations for wet weather construction presented in the following section of this report. GeoDesign, Inc. 3 A-Boy-1:012898 The test pits excavations were backfilled using relatively minimal compactive effort. / Therefore, soft spots can be expected at these locations. We recommend that these Z/ relatively uncompacted soils be removed from the test pits located within the proposed building and paved areas to a depth of 3-feet below finished subgrade. The resulting excavation should be brought back to grade with structural fill. WET WEATHER CONSIDERATIONS Fine-grained soils present on this site soils are easily disturbed during the wet season. If not carefully executed, site preparation, utility trench work, and roadway excavation can create extensive soft areas and significant repair costs can result. Earthwork planning should include considerations for minimizing subgrade disturbance. Proofrolling of the subgrade should not be performed during wet vgeathw or if wet around conditions exist. Instead, the subgrade should_be evaluated byprobina. Soils that have been disturbed during site preparation activities, cr soft or loose zones identified duri` ` probing, should be removed and replaced with structural fill. Granular haul roads, utility work zones, and staging areas will be necessary for support of construction traffic during the rainy season or when the moisture content of the subgrade soil is more than few percentage points above optimum. Haul roads and utility work zones subject to repeated construction traffic will require a minimum of 18-inches of imported granular material. The 18-inches can be comprised of existing and new material. Twelve inches of imported granular material should be sufficient for light staging areas. The imported granular material should consist of crushed rock that is well graded and has less than 5 percent by weight passing the U.S. Standard No. 2.00 Sieve. A geosynthetic should be placed in the haul roads below the granular material and should have a minimum Mullen burst strength of 250 pounds per square inch (psi) for puncture resistance and an apparent opening size (AOS) between an U.S. Standard No. 70 and No. 100 Sieve. As an alternative to 18 or 12 inches of crushed rock, haul roads and utility work zones may be constructed using portland cement amended subgrades. Cement amended subgrades subject to repeated construction traffic will require a minimum of 6 inches of imported granular material to confine and reduce disturbance at the surface. A geosynthetic is not necessary over cement amended subgrades. Pavement section designs for this development are made on the assumption that the work will occur during a period of extended dry weather. An increased thickness of granular base course will be required if construction occurs during wet weather conditions. Portland cement may be used to reduce both asphalt and crushed rock base thickness for wet and dry weather construction conditions. We recommend that a minimum of 3 inches of granular material be placed at the base of footing excavations in wet weather conditions. The granular material reduces water softening of subgrade soils, reduces subgrade disturbance during placement of forms and reinforcement, and provides a clean environment for the reinforcing steel. Geopesign, Inc. 4 A-DW-IV12898 i �w7 STRUCTURAL FILL 'J General Structural fill should be free of organic matter and other deleterious materials and particles larger than 3 inches in diameter. On-site Materials Near surface conditions at the site generally consist of very stiff silt fill material with gravel. These soils are sensitive to small changes in moisture content and highly susceptible to disturbance when wet. Use of the on-site materials as structural fill will not be possible during wet weather conditions. If construction is planned for the wet season then careful consideration of the construction methods and schedule should 'u'% made to reduce overexcavation of disturbed site soils, and the project budget should reflect the rec,-mmendations for wet weather contained in this report. The moisture content of the on-site materials is greater than the anticipated optimum moisture content required for satisfactory compaction. Therefore, moisture-conditioning will be required to achieve adequate compaction. We recommend using imported granular material for structural fill if the on-site material cannot be properly moisture-conditioned. As an alternative, use of the on-site silts as structural fill may be acceptable if they are properly amended with portland cement. %.A I I' When used as structural fill, the on-site silty material should be placed in lifts with a ma,' um uncompacted thickness of 6 to 8 inches. The silt should be compacted to not less tharl 92 - percent of the maximum dry density, as determined by ASTM D 1557. Imported Granular Material Imported granular material should be used as structural fill during wet weather or if the on-site materials cannot be property moisture-conditioned. Imported granular material should be pit or quarry run rock, crushed rock, or crushed gravel and sand. In addition, imported granular material should be fairly well-graded and have less than 5 percent passing the U.S. Standard No 200 Sieve. The percentage of fines can be increased to 12 percent of the material passing the U.S. Standard No. 200 Sieve if placed during dry weather and provided the fill material is moisture-conditioned, as necessary, for proper compaction. The material should be placed in lifts with a maximum uncompacted thickness of 12 inches and compacted to not less than 95 percent of the maximum dry density, as determined by ASTM D 1557. During a the wet season or when wet subgrade conditions exist, the initial lift should have a maximum Nthickness of 15 inches and should be compacted by rolling with a smooth-drum, nonvibratory roller. J op Soil Amendment W As an alternative to the use of imported granular material for structural fill, working blankets ,J haul roads, and pavement subgrade, on-site soils can be amended with portland cement to obtain suitable support for design or construction loads. Successful use of soil amendment depends on correct techniques and equipment, soil moisture content, and the amount of portland cement added to the soil. Recommended GeoDesign. Inc. 5 A-Boy-1:012898 cement percentages are based on soil moisture contents at the time of placement. Based on our tests and experience about 4 percent cement by dry weight of soil can generally be used whi.n the soil moisture content does not exceed approximately 25 percent. If the soil moisture content is in the range of 25 to 35 percent, we re,.ommpnd 5 to 6 percent. It is difficult to accurately predict field performance due to the variability in soil response to portland cement amendment. The percentage of cement may need to be adjusted based on field observations and performance. For preliminary design purposes, we recommend a portland cement amendment percentage of 5 percent to the soil dry weight. The permeability of cement-amended soil is extremely low. Be;ause of the low permeability, cement amendment should not be completed in landscape areas, or the cement-amended material should be removed from these areas prior to planting. Low permeability may also cause rain water to perch in floor slab rock over cement-amended subgrade. Perched or trapped water under floor slabs can result in slab curling, excessive slab moisture and floor covering damage. To drain perched water, we recommend that cement-amended subgrade under building areas be sloped at a minimum of 0.5 percent, with the water routed to a suitable area and discharged away from building. Additionally, r:ement amendment should not be used if runoff during construction can not be directed away from adjacent wetlands, if present. R is not possible to amend soils during heavy or continuous rainfall. Work should be completed during suitable conditions. Trench Backfill Material Trench backfill for the utility pipe base and pipe zone should consist of well-graded granular material with a maximum particle size of 3/4 inch and less than 8 percent by weight passing the U.S. Standard No. 200 Sieve. The material should be free of roots, organic matter, and other unsuitable materials. Backfill for the pipe base and pips zone should be compacted as recommended by the pipe manufacturer. Within building and paved areas, trench backfill above the pipe zone should be compacted to not less than 95 pc,cent of the maximum dry density as determined by ASTM D 698. In all other areas, trench backfill above the pipe zone should be compacted to 90 percent of the maximum dry density as determined by ASTM D 698. CUT AND FILL SLOPES a Permanent cut and fill slopes should not exceed 2H.-1V (horizontal:vertical). Slopes that will be maintained by mowing should riot be constructed steeper than 3HAV. Footings, buildings, N access roads, and pavements should be located at least 5 feet horizontally from the slope face, except as described in the following paragraph. The slopes should be planted with J appropriate vegetation as soon as possible after grading to provide protection against m erosion. Surface water runoff should be collected and directed away from slopes to prevent C� W water from running down the face of the slope. J GeoDesign, Inc. 6 A-Boy-1:012898 GROUND WATER CONSIDERATIONS General groundwater seepage was observed in the test pit explorations at depths between 6 and 10 feet below the ground surface. Our explorations were completed in early January following a relatively dry fall, and groundwater may rise during periods of extended heavy precipitation. Trench Excavation Trench Cuts and Shoring Trench cuts should stand vertical to a depth of approximately 4 feet, provided no groundwater seepage is observed in the trench walls. Open excavation techniques may be used to excavate tren.hes with depths between 4 and 10 feet, provided the walls of the excavation are cut at a slope of 1.5H:1 V (horizontal to vertical) and groundwater seepage is not present. Sloughing and caving may occur if the excavation extends below the groundwater table. The walls of the trench should be flattened or braced for stability and the area dewatered if seepage is encountered. Use of a trench box or other approved temporary shoring is recommended for cuts below the water table. If shoring is used, we recommend that the type and design of the shoring system be the responsibility of the contractor, who is in the best position to choose a system that fits the overall plan of operation. Dewatering A sump located within the trench excavation likely will be sufficient to remove the accumulated water, depending on the amour;t and persistence of water seepage and the length of time the trench it left open. Flow rates for dewatering are likely to vary depending on location, soil type, and the season during which the excavation occurs. Relatively high ?/ flow rates should be anticipated based on the rapid ar nundwater seepage observed at test pit / ( TP-4.)The dewatering systems should be capable of adipting to variable flours. If groundwater is present in the base of the utility tren,•h excavation, we recommend overexcavating the trench by 6- to 12-inches and placing tree^h stabilization material in the base. Trench stabilization material should consist of well-graded, crashed rock or crushed gravel with a maximum particle size of 4 inches and free of deleterious materials. The percent passing the U.S. Standard No. 200 sieve shall be less than 5 percent by weight when tested in accordance with ASTM C 117. Safety All excavations should b,. made in accordance with applicable Occupational Safety and Health Administration (OSHA) and State regulations. While we have described certain approaches to utility trench PAcavations in the foregoing discussion, the contractor should be responsible for selecting the excavation and dewatering methods, monitoring the trench excavations for safety, and providing shoring as required to protect personnel and adjacent improvements. GeoDesign, Inc. 7 A-Boy-1:012898 SHALLOW FOUNDATIONS We recommend supporting the proposed building on continuous wall or isolated column footings founded on granular pads that are themselves founded on undisturbed stiff silt. Foundations should not bear on the existing fill. "The granular pads should extend 6 inches 'eyonTFe margins o t e noting for every foot excavated below the footing base grade. The granular pads should consist of well-graded crushed rock that contains no organic matter or other deleterious materials and has a maximum particle size of 1% inches, and has less than 8 percent passing the U.S. Standard No. 200 Sieve. The imported granular material should be compacted to not less than 95 ercent of the maximum dry density, as determined by ASM D 155 or, as determined by one of our geotechnical staff, until well-keyed. AI& ___recommend that_a member of our geotechnical staff observe the prepared footing subgrade. An allowable bearing pressure bf 2,500 pst can be used for the design of footings. This bearing pressure applies to the tota of dead and long-term live loads and may be increased by one-third when considering earthquake- or wind Toads. This is a net bearing pressure; the weight of the footing and overlying backfill can be ignored in calculating footing sizes. isolated column and continuous wall footings should have minimum widths of 24 inches and 18 inches, respectively. The base of exterior footings should be founded at Toast 18 inches below the lowest adjacent finished grade. Interior footings can be founded 12 inches below the bottom of the floor slab. We estimate that footing settlement will be less than 1-inch. Differential settlements should be less than I%- inch. FLOOR SLABS Long term settlement of floor slabs supporting the anticipated design loads and constructed without removal of the organic fill (encountered in test pit TP-4) may be on the order of a few inches distortinnc the slab and requiring slab repair and/or reconstruction. To reduce the risk of slab settlement, all of the fill would need to be removed from under the slab. Imported granular material should be placed over the prepared subgrade to assist as a capillary break. The thickness of the imported granular material should be at least 6-inches. Imported granular material should be crushed rock or crushed gravel and sand that is fairly well-graded between coarse and fine, contain no organic matter and other deleterious materials, have a maximum particle size of 1-1/2-inches, and have less than 5 percent passing the U.S. Standard No. 200 Sieve. The imported granular material should be placed i in one lift and compacted to not less than 95 percent of the maximum dry density, as determined by ASTM D 1557. A subgrade modulus value of 100 pounds per cubic inch (pci) may be used to design the floor slab, provided the site is prepared as recommended and the floor slab is underlain by at least 6 inches of imported granular material. Settlement of floor slabs supporting the anticipated design loads and constructed as recommended is not expected to exceed about '% inch. Vapor barriers are often required by flooring manufacturers to protect flooring and flooring GeoDesign, Inc. g A-Bot►-1:0126oQ i adhesives. Many flooring manufacturers will warrant their product only if a vapor barrier is installed according to their recommendations. Selection and design of an appropriate vapor barrier, if needed, should be based on discussions among members of the design team. We can provide additional information to assist you with your decision. RETAINING STRUCTURES Our detaining wall design recommendations are based on the following assumptions: (iwans ) the W6-11s cois oT&o__ ventional, cantilevered retaining walls or embedded building walls; (2) the walls are less than 10 feet in height; and (3) the backfill is level, drained, and consists of imported gFanular materr las Reevaluation of our recommendations will be required if the retaining wall design criteria for the project vary from these assumptions. For walls not restrained from rotation, an equivalent fluid pressure of 36 pcf should be used for design. An equivalent fluid pressure of 55 pcf should be used for design of walls restrained from rotation. When computing resistance to lateral loads, a base friction coefficient of 0.35 can be used. Footings for the retaining walls should be designed as recommended for shallow foundations. As stated above, the criteria are based on the assumption of drained conditions. Drains that consist of a perforated drainpipe wrapped in a nonwoven geotextile filter should be installed behind the walls. The pipe should be embedded in a zone of coarse sand or gravel containing not more than 2 percent passing the U.S. Standard No, 200 Sieve (washed analysis) and should be sloped to drain toward a suitable discharge. Backfill material for retaining walls should consist of medium sand, sand and gravel, or well-graded sand or gravel, with not more than 8 percent by weight passing the U.S. Standard No. 200 Sieve. A suitable geotextile filter fabric should be placed between the granular materials and the silt soil to prevent movement of fines into the clean granular material. Backfill should be placed and compacted as recommended for structural fill, with the exception of backfill places+ immediately adjacent to walls. Backfill adjacent to walls should be compacted to a lesser standard to reduce the potential for generation of excessive pressure on the walls. Backfill located within a horizontal distance of 3 feet from the retaining walls should be compacted to approximately 90 percent of the maximum dry density, as determined by ASTM D 155-1. Backfill placed within 3 feet of the wall should be compacted in lifts less than 6 inches thick using hand-operated tamping equipment (such as jumping jack or CL vibratory plate compactors). If flat work (slabs, sidewalk or pavement)will be placed adjacent to the wall, we recommend that the upper 2 feet of fill be compacted to 95 percent of the N maximum dry density, as determined by ASTM D 1557. Settlements of up to 1 percent of the wall height commonly occur immediately adjacent to the wall as the wall rotates and develops active lateral earth pressures. Consequently, we recommend that construction of flat work a'p adjacent to retaining walls be postponed at least 4 weeks, after construction, unless survey W data indicates that settlement is complete prior to that time. RESISTANCE TO SLIDING Lateral loads on footings can be resisted by passive earth pressure on the sides of footings and by friction on the base of the footings. Our analysis indicates that the available passive GeoDesign. Inc. g A-Buy-1:012898 earth pressure for footings confined by structural fill or for footings constructed in direct contact with the native soil can be compacted using an equivalent fluid density of 350 pcf. Typically, the movement required to develop the available passive resist&nce may be relatively large. Therefore, we recommend using a reduced equivalent fluid density of 250 pcf for design. This value is based on the assumptions that the adjacent confining structural fill or native materials is level. Adjacent pavements or the upper 12-inch depth of adjacent unpaved areas should not be considered when calculating passive resistance. Vvhen computing resistance to lateral loads, a base friction coefficient of 0.35 can be used. PAVEMENT RECOMMENDATIONS The pavement subgrade should be prepared in accordance with the previously described site preparation, wet weather construction and structural fill recommendations. We assume that traffic at the site will consist mostly of passenger cars and limited truck tratfic. Our pavement recommendations are based on a minimum California Bearing Ratio (CBR) value of 4 and a design life of 2.0 years. In access roadways and areas trafficked by trucks, we recommend a pavement section consisting of a minimum of 3.0 inches of asphalt concrete pavement underlain by a minimum of 12 inches of crushed rock base. A pavement section of 2.5 inches of asphalt concrete over 8.0 inches of aggregate base can be used in paved areas that will be exposed to passenger car traffic only. These section thicknesses are intended to be the minimum acceptable. The design of the recommended pavement section is based on the assumption that construction will be completed during an extended period of dry weather. Wet weather construction will require an increased thickness of aggregate base. Working blankets for wet weather construction may be substituted 1:1 for crushed rock base and pit run rock subbase, provided they are kept free from silt and meet base rock specifications. For both wet and dry weather conditions, if the subgrade is stabilized with portland cement, a section consisting of 2.5 inches of AC over 4 inches of crushed rock base course should be appropriate in passenger car traffic areas. A section consisting of 3.0 inches of AC over 4 inches of crushed rock base course is appropriate in truck access areas stabilized with portland cement. These sections are based on an amended subgrade with a minimum 7-day unconfined compressive strength of 250 psi and a mixing depth of at least 12 inches below the crushed rock base. The asphalt concrete pavement should conform to Section 00745 for standard- and heavy- duty asphalt pavements of the Standard Specifications for Highway Construction, Oregon State Highway Division, 1991 Edition. The crushed rock base should conform to Section 02630 of these specifications and have less than 5 percent passing the U.S. No. 200 sieve. Crushed rock base should be placed in one lift and compacted to not less than 95 percent of the maximi.im dry density, as determined by ASTM D 1557. For areas requiring the use of Pf-C pavement, we recommend a minimum 4,000-psi concrete strength. A pavement section a insisting of 7 inches of PCC over a minimum crushed rock base of 6 inches is recommen,:�d. GeoDesign, Inc. 10 A-Boy-1:012898 DRAINAGE CONSIDERATIONS We recommend that perimeter footing drains be installed. Drains adjacent to footings should be no deeper than the base of the footing. Footing drains should consist of 4-inch diameter perforated pipe embedded in clean crushed or drain rock We recommend that all roof drains, foundation drains and subsurface drains be connected to a tightline leading to the storm drain. Pavement surfaces and open space areas should be sloped such that the surface water runoff is collected and routed to suitable discharge points. We recommend that the ground and paved surfaces adjacent to the building be sloped to drain away from the building. SEISMIC CONSIDERATIONS The site is currently rated as UBC Zone 3. For ihis site, we recommend using a seisrnic zone factor, Z, of 0.3 and a site coefficient, S,, of 1.0. LIQUEFACTION Liquefaction settlement is the result of seismically induced densification and subsequent ground settlement of looselsoft soils. Soils such as loose sands below the groundwater table are particularly susceptible to liquefaction. The on-site silts consist of stiff to medium stiff silt and are not susceptible to liquefaction OBSERVATION OF CONSTRUCTION Satisfactory pavement and earthwork performance depends to a large degree on the quality of construction. Sufficient monitoring of the contractor's activities is a key part of determining that the work is completed in accordance with the construction drawings and specifications. �11e recommend that a qualified geotechnical engineer be retained to observe site preparation, excavation, fill placement, pavement and building subgrades, and to review laboratory compaction and field moisture-density information. Subsurface conditions observed during ;onstruction should be compared with those encountered during the subsurface explorations. Recognition of changed conditions often requires experience; therefore, qualified personnel should visa the site with sufficient frequency to detect whether subsurface conditions change significantly from those anticipated. LIMITATIONS We have prepared this report for use by A-Boy Supply Company and members of the design and construction team for the proposed development. The data and report may be used for bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a ./arranty of the subsurface conditions __ We have made observations based on our explorations that indicate the soil conditions at -SHY-tOM_specific IOca r&W and only to the depths penetrated. These observations do not necessarily reflect soil types, strata thickness or water level variations that may exist between GeoDesign, Inc. 11 A-Boy-1:012898 i explorations. If subsurface conditions differing from those described are observed during the course of excavation and construction, reevaluation will be necessary. When the design has been finalized, we recommend that the final design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. If there are changes in the grades, location, configuration, or type of construction for the buildings, the conclusions and recommendations presented may not be applicable. If design changes are made, we request that we be retained to review our conclusions and recommendations and io provide a written modification or verification. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedu!es, except as specifically described in our report for consideration in design. Within the limitations of scope, schedule and budget, our services have been executed in accordance with the generally accepted practices in this area at the time this report was prepared. No warranty or other conditions, express or implied, should be understood. We appreciate the opportunity to work with you on this project. Please call if you have questions conceming this report or if we cai i provide additional services. Respectfully Submitted, GeoDesign, Inc. Brad L. Hupy, E.I.T. ��cQ,�-� FIRQ��r , Geotechnical Staff ,,` �G 1 HFF ol u- 4+ 16,073 9 O;IEGON Don Rondema, P.E. O "! 1���. Principal 0 i N Document m Dpires 12/3tl�Y�� � Document ID:A-Boy-l-geor.doc Ex I I GeoDesign, Inc. 12 A-Boy-1:01289a inso 4 44 r,' 135 1 Q _a_A__f .;. '�� i�• r 52 st ;;. roof a •� r�.�. • �' •��'� 5� 14 T�`��ry . •� ,i.� :� A ��i , � �, +`,• I• , rtq�l ,-- 1 t •✓, .'�1: 1 fin: PrA IJ•.r�J!•.�•- _ , �• U Cj • .i• / ` .. to ` 11 I I' �. •�/'�' t �• :\• •WALN• b•'p ' ♦-•'Cl A°•gin{y:•'AEKE ,I'•.f ^tf ,¢ •<yis`��„�,,? �, %�, t - � •<•• /� NII. •� ;^•�'�t;�OM `:�/ •�. ��•„�� �I '• � �.� 'L r[� �y� rrr.. r:: J�� �.•r (� �:�� ��''� •; ITE_ • �y; ' r� i L•n �, { ,r w r Le �• SIJ , i- ` .�, ' l- J it:Sk' wA ,�� +`"/ i r�W �G b P •i+ r �- L �� •, •!. ' t,r + �� 'fit• < 11 'If.`• f ysd'10'•- - •*'•I •;, •�''� �� SII .w. ' 1' 'W '��� _~• '.JCI' /Y '• -,9 �.^ � _, '�. 77- ftsjr. 7/J J �•iv' i�•.%i i r I•,r,r; <i .'� W• •'w } •��� •' `�,�.i +�` !�'. f+ I i �� �;• S'�� � % 1� ._ � �,� ;�:: : a 1: "':I ;� 111 -I ( a '16. --1;"`1'I- +n L7, 1 USGS TOPOGRAPHIC MAP BEAVERTON,OR QUAD N 0 2000 4000 FT 1 GEOUESIGN, INC. VICINITY MAP FIGURE 1 SW MAIN ST ..................... I 1; TP-1 r EXPLANATION: PROPOSED I TP-1 I BUILDING I TEST PIT � I \ I EXISTING I A BOY STORE ZD I P-4 TP-5 I TP-2 (► I I I I I I I � I I �"- TP-3 N 0 50 100 FT I SITE PLAN FROM DRAWING PROVIDED BY A BOY ELECTRIC&PLUMPING SUPPLY COMPANY GEODESIGN, INC, SITE PLAN_ FIGURE 2 APPENDIX A FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS Introduction We explored subsurface conditions at the aite by excavating 5 test pits at the approximate locations shown in Figure 2. Exploratiop locations were chosen based on a site plan provided to us by Mr. Dan Dolan of A-Boy Supply Company. The explorations were located in the field by pacing from existing site features. This information should be considered accurate to the clegree implied by the method used. The test pits were excavated using a John Deere backhoe owned and operated by Gordon Van Domelen of Banks, Oregon. The test pits were excavated on January S, 1998 to depths of 12.0 feet below the ground surface. The explorations were observed by a member of our geotechnical staff, who maintained a detailed log of the soil encountered. Soil Sampling Representative bulk samples of the soil observed in the explorations were obtained from the test pit walls and/or base using the backhoe bucket. Soil Classification The soil samples were classified in the field in accordance with the "Soil Classification Guidelines" and "Key to Test Pit and Boring Logs Symbols," copies of which are in this appendix. Classifications and sampling intervals are shown in the test pit logs. LABORATORY TESTING We classified soil samples in the laboratory to confirm field classifications. The laboratory classifications are included in the test pit logs if those classifications differed from the field classifications. We tested the natural moisture content of selected soil samples in general accordance with ASTM D 2216. The natural moisture content is a ratic of the weight of the water to soil in a test sample and is expressed as a percentage. The moisture contents are included in the 4. test pit logs presented in this appendix. oc H N t9 W J GeoDesign,Inc. A-1 Hftboro-1:012298 Key to Test Pit and Boring Log Symbols Location of sample obtained in general accordance with ASTM D 15116 Standard Penetration Test MLocation of SPT sampling attempt with no sample recovery NLocation of sample obtained using thin wall or Shelby lube sampler NLocation of thin wall or Shelby tube sampling attempt with no sample recovery � Location of sample obtained using Dames and Moore sampler and 0300 hammer Location of Dames and Moore sampling attempt(0300 hammer)with no sample recovery Location of grab sample '157' Water level Blow count z number of blows required to drive the sampler 12 inches �— Soil Classification System — k , Group Symbol Group Name GRAVEL CLEAN GW well graded gravel,fine to coarse COARSE GRAINED GRAVEL poorly graded gravel t SOILS More than 50% GP of coarse fraction GM silty gravel retained on GRAVEL More than No.4 Sieve WITH FINES GC clayey gravel 50% --- retained onSAND SW well graded,fine to coarse sand No 200 CLEAN _ Sieve SAND SP poorly graded sand More than 50% of coarse fraction SSM silty sand passes SAND _ No.4 Sieve WITH FINES SC clayey sand FINE SILT and CLAY INORGANIC ML low Plasticity sip ILGRAINED Liquid limit CL low plasticity clay SOILS less than 50% �., ORGANIC OL organic sift,organic clay h More than SILT and CLAY MH high plasticity sift,elastic sift 50% INORGANIC passes m No.200 Liquid limit CFI high plasticity Gay,fat Gay Sieve greater than 50% W ORGANIC OH organic clay,organic sift HIGHLY ORGANIC SOILS PT peat KC;:E:(ODIDESIGN.,---------- INC. � . � 2 k C) 2 0 0 0 CL k k 2 to 0 / J $ D of k c r4 A?o G © a ' § � E % k c / Lu | I f © © R ' ® o o R 2 , m 4 i ƒ f c § Ef a CL m & � to 2 f 0 _ \ \ k t / _ k - o / Loor- > / /E 9 m u � L) U) � 0) � k k IVI_m U ., U E # % ƒ 0 m ƒ $ f 2 R 2 2 ƒ t § 2 la a 4 k R k 7 2 o ® ° ° e « 0 k u ƒ ci k k u m rqVi A 7 k k k u f k $ 2 $ § k k 2 § $ 2 2 § k $ d R A k 2 k i V) 2 w cl. 10 0 W : � ` § B ■ , 2 c c f C6 © > �� « 0 2 .5 � k q 0 E § E ƒ LL m LL > 0© 2 k 3 ` § © o 2 I Ln c B � u o o_ m & 7 � / _2 § � .LC % �� ■ t_§ « a o e § WIM cc 2 © £ LO o § t 2 $ 6 k a E E m a CL ® ` 7 E ' t 2 0 o (D coos) k > � co J / Dd2 0 k 0® 8 LI) C%jq A 4J . f C / k � � OD � b $ 20 � � % k � LL � q m kC.4 00000 2 n # � � _ q 6 d W . k cc 7 � � G 7 , q o 0 % o ■ C) m � r C; @ r $ a 0 m , -i % g � 2 � C::i &, 0 2 E bul it $ ji 0 cri � C) § � & w 2 m o : o c 2 E 2 c O 2 k0 E a CL& § � a § E E m E E ■ o L- w � E t 2 2 / 2 2 in k © 2 ) (D2 m > o CO7 m e 62a k k 2 # � g99cv q § ' � - ^ meq - o Q. / / , & q � k � to C14 � � k 0 0 g00000 0 Q � 2 q - ri6 ¥ W � k k p � k ® m C4 o ■ kCNoCo o ■ ■ f o « o � ■ $ � § E 4 2 @ o § Is $ k 2 7 7 2 -i + � 8 � U. c t6.0 .0 ƒ » c ■ Q 2) / 22 a M 0 c 0 ■ e a % o £ � 2 _ c o n . c � 0 © 22 ■ � a o -j E ■ a £ IL � � B - 7 § � \ d / / 2 � t >, CO / w m m 0222 � � c ■ E 2 § a 2 2 ■ � u 2 Cc n § f o E J $ 2a. 2t & E E 2 &_02 2 E K f f f U) E _� 2 q ■ 0 k J » � � ■ ■ m oCL k 7 / E > & ƒ i5 k k ® ' l & C4 6 � k & / / / & & C14 � N � � . 2 � FD k � U k w C4 d S tn © o e � 2C-4 en ` o ito « . � . . z ■ R - © c 2 0 @ . o ® ■ � m0 m to « tm m 9 JE k � > ! » 22 ■ J F k 2 m � t ■ ao ® qa § £ 2 2 q2 ■ � ƒ � of 0 r j--, m ■ 2o . k 2 0 2 � w > L -aCL ■ � E 2 k g C. I- ® 3 B k - m © ■ a � � ■o F/5 2) o � - \ o ■ w Cl%i WS ® o z c & § ■ ix@a OCL E B e u m 7 t\ � E § 2 £ 2 w y _ § � � . 0 � � � � m C C %_ _ 7 ® o _ @ U 220 e in 2 ' 0 2k k2 0 � m2ao i U » w 6 0 2 ,6 k k � - a - � J � k / / co L ° C ¢ cv R � p � L o k & � C14 c LV 2000q 9 G � ) � C4a ¥ d o 6 ■ o k � 0 � \ q q � ■ a E � o S q2 2 m ■ . « P t © t 6 � o M - 2 §u � � ■ c o C)im § 8 �� @ § 9 'D ° © E § 0 2 ° / = 4i -1 3 $ U) §o 0 %- 0 0)§ 2 � f ■ a CCO Af c ■ 'm 21 CD/ 2 fi � o k @ _ �� O © �f mm � CL 4i 2 0 % 2 ( 0 CO m 2 / u . .2 ck 2 0 2f RC2 2 2a § ® � n % q X20 k k 2 � � 0fa � & � � � 2 � LL LL � CY o � sm6 d $ t A• April 1, 1998 CITY OF TiGARD OREGON Carlson Testing P.O. Box 23814 Tigard,OR 97281 PERMIT NO: SIT 98-0003 and 91Vd'0+ OWNER: Dolan PROJECT ADDRESS: 12520 SW Main St. PROJECT DESCRIPTION: A-Boy TYPES OF SPECIAL INSPECTION: Structural, Grading Dear Mr. Leach: The owner has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents,and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special Inspection work. As the regulatory agency,the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the Building Division, architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you inspect. (See U.B.C. 3318 for soils special inspection final report requirements). If you fail to comply with the above requirements,there may be cause for the City to revoke your authority as special Inspector for this job. Should you have any questions, please call the Building Division at(503)639-4171. Sincere 7 , % i 1 Jim Funk Building Division Enclosure r W$Vwnpw e%notify" 13125 SW Holl Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772 03/12/08 TUU 11:01 FAX +++ CIDA QIppZ E(DDESIGNINC. LOTtCNNICA9, "IMONNLMTAL,AND LOLOOICAL ONLULTANTL March 11, 1998 A-boy Supply Company 1919 NW Nineteenth Avenue Portland, OR 97209 Attention. Dan Dolan Addendum to Geotechnical Report for Phase 1 Phase 11 of A-Bat►Faoft Expwmdon 1Y Tigard, Oregon GDI File:A-Boy-2 INTRODUCTION We have completed our additional explorations for phase II of the project as per our authorized agreement dated March 3, 1998. Our scope of work included the following: • Explore subsurface conditions by drilling 2 borings to depths of up to 20 feet. • Obtain soil samples at select depths In the borings. • Classify the materials encountered in the borings. Maintain a detailed log of each exploration. Observe ground water conditions in the explorations. • Determine the natural moisture content Of select samples obtained from the explorations and up to two dry densities. • Provide an addendum to our geotechnical report for Phase I noting any changes in our recommendations, and provide revised specifications for Phase 11. SURFACE CONDITIONS The site surface for the phase II expansion is currently paved with asphalt concrete. SUBSURFACE CONDITIONS We completed 2 borings at the approximate locations shown in Figura 2. Subsurface conditions encountered were consistent with those encountered in the Phase I explorations. Boring B-1, encountered 4 Inches of asphalt concrete overlying approximately 2 feet of crushed rock and pit run rock (car possibly macadam), in tum overlying stiff brown silt fill to a depth of 5 feet. This fill was underlain by generally medium stfly gray sift to the full 19.5 foot depth explored. Boring B-2 encountered 4.5 Inches of asphalt concrete overlying approximately 3.5 feet of gravel fill with some silt, in tum overlying generally medium stiff to Stiff gray silt to the 20.0 foot depth explored. CONCLUSIONS AND RECOMMENDATIONS Based on subsurface conditions encountered in our additional explorations described above, the recommendations provided In our geotechnical report dated January 28, 1998 apply for p ase as 17400 S.W. Upper Boones Feny Rd.,Suite 230 • Portland. 00 97224 • 1503) 968.8787 - Fax (503) 968.3068 03/12/04 THU 11:02 pAZ +•. CIDA 002 We appreciate the opportunity to work with you on this project. If you have questions concerning the Information provided, please call. We will appreciate nrceiving one copy of this letter signed In the space provided below to signify your acceptance of the tenns of this proposal and to complete our files, Sincerely, ,` EO PROf� Cor C 'Re 14,0'73 'p r 4DoRondema, P.E. ONEWN Principal p k21. P ApNOIE cc: Linda Wall, CIDA Es ares 12/31198 DLR: Document ID: A-bey-2-0" AvAclxrwnts a o'c a� w J GeoOesl2n,Inc. 2 A4koy-2:0311 IAN 0.4,1?2/98 WED 09:04 FAX 503 228 1870 CIDA Q001 K=Wd0C*%& 03/12!9\ MEMORANDUM ARCHITECTURE ENGINEERIN INTERIORS PLANNING 52W S.W.Macedon Avenue sub 420 "and,oreson 97201 MKW 2M12es•FAA PW*i26/67o DATE: AprII 22, 191�j/ PROJECT NO: 97125 V PROJECT TITLE: A-Boy Development, Phase I Building, Tigard TO: Gene Birchell, Fire Marshal Tualatin Valley Fire & ,Rescue FAX: 526-2538 FROM: Linda Wall SUBJECT: 150' Hose Lay Reach Per our telephone discussion of April 3, 1998, you suggested three possible building design revisions which you would accept in lieu of redesigning the site to provide fire truck access within 150' of all portions of the A-Boy building. (A portion of the south--Fanno Creek side--exterior wall is beyond 150 feet of fire truck access.) The suggested design revisions included sprinklering the building; installing a smoke alarm system; or constructing an area separation wall. The client has opted to install a smoke alarm system. Per Jim Funk's suggestion, I will forward a letter to the City of Tigard which states our intent to install a smoke alarm system, to be permitted as a deferred submittal, designed and Installed by the Contractcr. (A draft of the letter is attached.) Jim has requested that the letter of intent be accompanied by a letter from you, agreeing to the proposed solution. Please forward a signed letter to me as soon as possible which states your sceptance of the installation of the smnks alarm system in lieu of providing 150' reach to all portions of the building. Thanks very much for your assistance. cc/FAX: Dan Dolan (221-1962) Bill Ward (643-7916) Jim Funk 1684-7297) i I f:\UonndffAnXprojects\97197125\4-22-98-birchollMomo.wpd i i i I I 04;22/98 WED 09:05 FAX 503 226 1670 CIDA la 002 <CIDA letterhead> DRAFT April 22, 1998 City Tigard Attn:Jim Funk, Plans Examiner 13125 SW Hall Blvd. Tigard, OR 97223 Rn. A-Boy Development, Phase I Building Project No. 97125.00 Dear Jim: All permit review issues have been resolve(' with the exception that a portion of the south exterior wall of the Phase I b0cling is beyono 150' of fre truck access. Gene Birchell, Fire Marshal with Tualatin Valley Fire and Rescue, has stated that he will accept installation of a smoke alarm system (not otherwise required by code), in lieu of complete compliance with the 150' ho a lay reach requineme A letter from Mr. Birchell is attached. The smoke alarm system will be designed and installed by the Contractor, and will be a deferred submittal. The system will be fully compliant with all applicable codes, including NFPA 72. When the tenant improvement permit is requested,the smoke alarm system will be expanded to protect both concealed and exposed areas, and to provide maintenance access to all areas. If you require additional information or other assistance,, please do not hesitate to call me. If all issues are resolved, we would appreciate issuance of building and site permits as soon as possible Yours nily, IL ac F" Linda C. Wall N Project Architect J m Enclosure 0 cc: Gene Birrchell Dan Dolan John Shonkweiler Bill Ward fleermdmin*,o*bN97197125µ2 2.98.kr wpd 04/06/98 MON 10:15 FAX 503 226 1670 CiDA 0 001 5200 SW MACADAM SLATE 420 ?C Conxrlur kation Record PORTIAND.ON 97201 0 Meeting Minutes (S03)226-1295 FACSIMLE(S03)226-1670 0 Mernorandurn E-MAIL cickWelepxt.com 0 Notes Project Number: -7 ( Dater Project Name: o _ pew: Company: �� FAX 6 2 7 Contact: �� Page of Address: From: 110 Orlginais to Follow Regarding 4i-Orlginals Not to Follow • `-�I -z lQv� Q u V t /, 111 S L ` l� � "V� a. oc f1'1 L7 W -i , cr. �_ (/lam l FAX � /791 �.s... 221 Z. • -04/30/98 THIT 15: 17 FAX 503 226 1870 CIDA X003 T UALATIN VALLEY FIRE & RESCUE FIRE PREVENTION 4755 S.W.Griffith Drive . P.O. Box 4755 . Beaverton,OR 97076. (503)526-2469 . FAX 526-2538 April 23, 1998 Mr`PA1M BY APR 2 S 1998 Linda Wall Gifu, Inc. CIDA 5200 S.W. Macadam Avenue, Suite 420 Portland, Oregon 97201 Re: A-Boy Development, Phase I Building Tigard, Oregon Dear Linda: In response to your Faxed Memorandum of April 22, 1998, a full coverage smoke detector system monitored by a U.L. listed fire marshal approved central station, will be acceptable for the excess 150 feet of hose reach required by the Uniform Fire Code, 1994 Edition. • Detection system shall be full coverage in compliance with National Fire Protection Association Standard 72, 1996 Edition. • It shall be a certified system. • Plans shall be submitted to the City of Tigard Building Department for perrnits and review and approval. • A permit shall not be issued until the Fire Marshal's Office has signed off. If you have questions or need additional information, please contact me at 526-2469. a NSincerely, Gene Birchill, DFM LU Plans Examiner GB:kw "Worklme"Smoke Detectors gave Lives 5200 SW MACADAM AVENUE, SUITE 420 I"f PORTLAND, OREGON 97201 TEL: 503.226.1285 FAX: 303.226.16 70 E-MAIL: cid&Oteleport.com March 19, 1998 Tualatin Valley Fire and Rescue Attn: Gene Birchell, Deputy Fire Marshall P.O. Box 4755 Beaverton, OR 97076 Re: A-Boy, Phase I Building Project No.: 97125 Dear Gene: Permit documents and other information, including fire flow calculations and fire flow test results, have been issued to the City of Tigard for review. One of their response comments is that a portion of the south (creek) side building is beyond the required 150' fire hose reach. The building is 16,995sf, Construction Type III-N, unsprinklered. On March 4, 1998, Delta Fire Inc. performed a flow test (test report attached) which indicates that the fire flow available to the building is 10,450 gpm at 20 psi, The fire flow worksheet indicates a fire flow requirement of 2,750 gpm. We are requesting that an exception to the 150'-reach be allowed. The basis of this request is• I. The available fire flow; 2. Accessibility to all portions of the building, without obstacles to hose lay; 3. Easy hose access along bicycle path; and 4. The apparent gap is only abo 20)__ 5-11 A copy of a reduced site plan (1"=60'), fire flow test report, and fire flow calculations are enclosed, for your review. Please let me know if you recommend that an exce tion to the 150' rule is allowed. �J Li 'j /,#"r Thanks very much for your assistance. ��/°►� p f,std, a y � v NSi erely inda C. all Project Architect W a Enclosures cc D.Dolan J.Shonkweiler ♦ARCHITECTURE D.Welsh •ENGINEFRING K. Koroch A PLANNING L.Stout ♦LANDSCAPE ♦INTERIORS Mr. Albert Kenney �;- a ► � Page 1 April 18, 1995 CITY OF TIGARD OREGON April 18, 1995 Albert Kenney, P.E. Consulting Engineer/Planner 9500 SW Barbur Boulevard, Suite 111 Portland, OR 97219-5425 Project: A-Boy - plan check A2-26c 12520 SW Main Street Subject: Building Plan Review (1991 UBC with Oregon Amendments) Dear Mr. Kenney: The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1. Submit typical details for handicapped parking stalls, access aisles, etc. 2. One in eight accessible parking spaces, but not less than one, shall be served by an access aisle 96 inches wide minimum and shell be designated van accessible (Table 31-A, figure 9, and Section 3104(g)2B) . Please submit a signage detail for the handicapped parking stalls. Parking stall widths to be a minimum of 108 inches wide and 17 feet in length. 3 . Van accessible parking spaces shall have an adjacent access aisle on the passenger side of the vehicle (Section 3104(g)2B) . CL 4. Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 vertical in 50 horizontal (Section W 3104(g)4) . 5. Indicate curb/sidewalk ramps for the accessible parking spaces at the sidewalks. J ED 6. Provide a grading plan that shows existing and new contour lines with Wgeneral site preparation/grading notes. J 7. Submit erosion control plan which complies with all of the requirements from USA (Unified Sewage Agency) . 8 . What is the volume of cut and the volume of fill in cubic yards? 13125 SW Hall Blvd., Tioard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Mr. Albert Kenney Page 2 April 18, 1995 9. Submit two sets of the sitework specifications. 10. Please complete the attached forms and return to the Building Dilrision. 11. Provide a foundation investigation report pursuant to the requizements of Section 2905. 12. Please provide general grading notes, especially for compaction and sub- grade preparation. All material shall be compacted to a minimum of 90% maximum density using the ASTM standards in Section 7002. 13. Provide a note on the plans similar to: Special Inspections shall be provided pursuant to Sections 7014, 7015 and 306 of the Current UBC. 14. Submit Oregon Energy Compliance forms for review. 15. The perimeter insulation shall extend downward from the top of the slab for a minimum distance of 24 inches or downward to the bottom of the slam, then horizontally beneath the slab for a minimum total distance of 24 inches (Section 5303(d)4) . The possibility to eliminate the perimeter insulation is an option, if the energy compliance forms can justify compliance with Chapter 53 for the entire building. 16. Provide an accessible route from the building entry to the public right- of-way. The boundary between the areas shall be defined by a marked crossing having a continuous, detectable warning not less than 36 inches wide, complying with Section 3109(f) , (Sections 3103(a) , and (b)3B) 17. Submit plumbing isometrics and mechanical plans for review. 18. Submit a door schedule (including hardware types) for review. 19. The maximum allowable area for this building is 12,000 square feet based on the following submitted information: 1. Occupancy - B2 d 2. Type of construction - 5N 3 . Number of yards - 2 4. Number of stories - 1 co G 5. Sprinklers - none J This building will require sprinklers throughout 2X two-hour area m separation walls constructed per the requirements of Section 505(f) , as Wthe total area is 17,600 square feet. J 20. Submit details for the handicapped restrooms. Mr. Albert Kenney Page 3 April 18, 1995 21. Pursuant to Table 5-E, one water fountain shall be accessible complying with Section 3109(1) , and at least one fountain shall be mounted at a standard height (Section 3108(d) ) . Please submit an elevation detail for such drinking fountains. 22. Provide guardrails at the loading dock per the requirements of Section 1712. I 23. Will a ceiling be installed in any portion of this building? If a ceiling system is planned, submit a reflected ceiling plan, seismic bracing for seismic zone 3, and draft stops per the requirements of i Section 2516(f)4b. 24. Handles, pulls, latches locks and other operating devices on doors, windows, cab nets, plumbing fixtures and storage facilities shall have lever or other shape permitting operation by wrist or arm pressure and not requiring tight grasping, pinching or twisting to operate. The force required to activate such equipment shall be not greater than 5 pounds force (Section 3109(c)l) . 25. The highest operable part of environmental and other controls, dispensers, receptacles and other operable equipment shall be within at least one of the reach rarges specified in Section 3109(b) , and not less than 36 inches above the floor. Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor (Section 3109(c)2) . 26. Regardless of the occupant load, there shall be a floor or landing on each side of a door. Landings shall be level except for exterior landings. The floor or landing shall not be more than 1/2 inch lower than the threshold of the doorway. The landing shall have a width not less than the width of the door. Landings shall have a length measured in the direction of travel not less than 44 inches (Section 3304(i) and (j) ) . Provide landings at all of the south exit doors. IL 27. Key-locking hardware may be used on the main exit only if there is a Nreadily visible, durable sign on or adjacent to the door stating, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" (Section 3304(c) exception) . m 28. If installed, special egress-control devices shall comply with all of the Wrequirements of Section 3304(e) . J 29. When two or more exits are required from a room or area, exit signs shall be installed at the required exits from the room or area and where otherwise necessary to clearly indicate the direction of egress (Section 3314(x) ) . Mr. Albert Kenney Page 4 April 18, 1995 30. In addition to item 19 above, sprinklers are required pursuant to Section 3802(a)l (need 20 square feet of opening every 50 feet in at least two exterior walls) . 31. Tempered glazing is required in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface (Section 5406(d)1,6) . Also, any glazing in doors to be tempered. The following structural concerns are noted: 1. What type of bolts are used? 2. Call out all bolts used. 3. Provide structural calcs for review. Additional comments or corrections may follow pending review. Sincerely, David Scott, P.E. Building Official DS:wh M,PAWWS0000MEN1Vl M O 7WPCrMOC.DOC ,SnL �i W I May 2, 1995 CITY OF TIGARD OREGON Mr. Albert Kenney, P.E. Consulting Engineer/Planner 9500 SW Barbur Boulevard, Suite 111 Portland, OR 97219-5425 Re: A Bov - Site Development Plan Review 12520 SW Main Street Dear Mr. Kenney: The City has reviewed site plans submitted February 14, 1995 for compliance with conditions as stated in Final Order 91-09 PC. The building permit can be issued upon completion of the following: 1. Condition #2 of the final order which requires that you obtain written approval from the Washington County Unified Sewerage Agen(y for connection to the USA trunkline prior to issuance of a public improvement permit. A copy of the permit needs to be submitted to the Engineering Department. Staff contact: Greg Berry (639-4171). 2. Condition #3 which requires a site plan showing the design of outdoor lighting and rooftop mechanical equipment. The plan indicates two yard lights but no mechanical equipment. The plan also does not show the location of a trash enclosure area. Handicapped parking spaces shrill comply with ADA standards. Elevation drawings indicate that an overhang extends into the sewer easement. This will have to be modified. Foundation footing plans must be examined for possible conflicts with the sewer easement. Please provide cross-sections showing compatibility of proposed footing elevations with respect to sewer elevations. Verify with Unified Sewerage Agency that the 6 foot sidewalk that is within the easement is acceptable. Please CL provide a copy of as-built plans for the location of the existing sewer line with the plan submission. ?� 3. Condition #4 which requires screening of the trash disposal area and additional street trees along the Main Street fiontage of the site to the east of the proposed m driveway. C7 J 4. Condition #6 which requires that the applicant receive a demolition permit prior to demolition or removal of any structures on the site. An application for a demolition permit shall be submitted. Northwest Natural Gas shall be notified of demolition plans. written verification shall be obtained from Northwest Natural Gas. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 5. Condition #E7 which requires that the applicant install an 8 foot tall solid plywood fence behind the sidewalk/public right-of-way along SW Main Street (from the southwestern property line to a minimum of 20 feet beyond the new building to the northeast) prior to start of construction and must remain until all construction is complete (Uniform Building Code Section 4407(c)). The applicant shall obtain a building permit for construction of the fence. 6. Condition #E8 which requires tuat as part of the improvement plans the applicant shall submit details and calculations that show the change in the amount of impervious surface area created by this development. In addition, the fee-in-lieu for water quality shall be paid. 7. Condition #E9 which requires that an erosion control plan be provided as part of the improvement drawings. 8. Condition #E10 which requires that the applicant submit evidence that the proposed building does not encroach upon the sanitary sewer easements that cross the parcel or, alternatively,submit evidence that the Unified Sewerage Agency does not object to any proposed encroachment A. you know, the City Council will be considering the remand of your site development permit approval, Condition #i 1, in a futur s public hearing. You are being issued a separate letter from the City relating to your current building permit application- Both the building permit and the site development application would be subject to an agreement to abide by the final result of the remand hearing and any appeals as to Condition #E1. In addition, Condition #E3 was not appealed and is still in effect. That condition required relocation of the phase one building outside the area of the greenway and out of conflict with existing sanitary sewer easements as described above. Sincerely, Dick Bewersdorff cc: Mr. Dan Dolan a Mr. John Shonkwiler M Mr. David Smith N Mr. Tim Ramis Mr. Robert Franz m nB/js 0 ui h:\losln\Jo\k&mq.1t2 J 1 , Mr. Albert Kenney Page 1 April 18, 1995 CITY OF TIGARD OREGON April 18, 1995 Albert Kenney, P.E. Consulting Engineer/Planner 9500 SW Barbur Boulevard, Suite 111 Portland, OR 97219-5425 Project: A-Boy - plan check #2-26c 12520 SW Main Street Subject: Building Plan Review (1991 UBC with Oregon Amendments) Dear Mr. Kenney: The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1 . Submit typical details for handicapped parking stalls, access aisles, etc. 2. One in eight accessible parking spaces, but not less than one, shall be served by an access aisle 96 inches wide minimum and shall be designated van accessible (Table 31-A, figure 9, and Section 3104(g)2B) . Please submit a signage detail for the handicapped parking stalls. Parking stall widths to be a minimum of 108 inches wide and 17 feet in length. 3. Van accessible parking spaces shall have an adjacent access aisle on the passenger side of the vehicle (Section 3104(g)2B) . 4. Accessible parking spaces and access aisles shall be located on a surface IL with a slope not to exceed 1 vertical in 50 horizontal (Section 3104(8)4) . N5. Indicate curb/sidewalk ramps for the accessible parking spaces at the sidewalks. m 6. Provide a grading plan that shows existing and new contour lines with (a general site preparation/grading notes. W J 7. Submit erosion control plan which complies with all of the requirements from USA (Unified Sewage Agency) . R. What is the volume of cut and the volume of fill in cubic yards? 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Mr. Albert Kenney Page 2 April 18, 1995 9. Submit two sets of the sitework specifications. 10. Please complete the attached forms and return to the Building Division. 11. Provide a foundation investigation report pursuant to the requirements of Section 2905. 12. Please provide general grading notes, especially for compaction and sub- grade preparation. All material shall be compacted to a minimum of 90% maximum density using the ASTM standards in Section 7002. 13. Provide a note on the plans similar to: Special. Inspections shall be provided pursuant to Sections '7014, 7015 and 306 of the Current UBC. 14. Submit Oregon Energy Compliance forms for. review. 15. The perimeter .insulation shall extend downward from the top of the slab for a minimum -listance of 24 inches or downward to the bottom of the slab, then horizontally beneath the slab for a minimum total distance of 24 inches (Section 5303(d)4) . The possibility to eliminate the perimeter insulation is an option, if the energy compliance forms can justify compliance with Chapter 53 for the entire building. 16. Provide an accessible route from the building entry to the public right- of-way. The boundary between the areas shall be defined by a marked crossing having a continuous, detectable warning not less than 36 inches wide, complying with Section 3109(f) , (Sections 3103 (a) , and (b)3B) . 17. Submit plumbing isometrics and mechanical plans for review. 1.8. Submit a door schedule (including hardware types) for review. 19. The maximum allowable area for this building is 12,000 square feet based on the following submitted information: 1. Occupancy - A2 2. Type of construction - 5N 3. Number of yards - 2 4. Number of stories - 1 5. Sprinklers - none This building will require sprinklers throughout 9X two-hour area separation walls constructed per the requirements of Section 505(f) , as the total area is 17,600 square feet. 20. Submit details for the handicapped restrooms. Mr. Albert Kenney Page 3 April 18, 1995 21. Pursuant to Table 5-E, one water fountain shall be accessible complying with Section 3109(1) , and at least one fountain shall be mounted at a standard height (Section 3108(d) ) . Please submit an elevation detail for such drinking fountains. 22. Provide guardrails at the loading dock per the requirements of Section 1712. 23. Will a ceiling be installed in any portion of this building? If a ceiling system is planned, submit a reflected ceiling plan, seismic bracing for seismic zone 3, and draft stops per the requirements of Section 2516(f)4b. 24. Handles, pulls, latches, locks and other operating devices on doors, windows, cabinets, plumbing fixtures and storage facilities shall have lever or other shape permitting operation by wrist or arm pressure and not requiring tight grasping, pinching or twisting to operate. The force required to activate such equipment shall be not greater than 5 pounds force (Section 3109(c)l) . 25. The highest operable part of environmental and other controls, dispensers, receptacles and other operable equipment shall be within at least one of the reach ranges specified in Section 3109(b) , and not less than 36 inches above the floor. Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor (Section 3109(c)2) . 26. Regardless of the occupant load, there shall be a floor or landing on each side of a door. Landings shall be level except for exterior landings. The floor or landing shall not be more than 1/2 inch lower than the threshold of the doorway. The landing shall have a width not less than the width of the door. Landings shall have a length measured in the direction of travel not less than 44 inches (Section 3304(i) and (j) ) . Provide landings at all of t' n south exit doors. ?.7 . Key-locking hardware may be used on the main exit only if there is a readily visible, durable sign on or adjacent to the door stating, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" (Section 3304(c) exception) . 28. If installed, special egress-control devices shall comply with all of the requirements of Section 3304(e) . 29. When two or more exits are required from a room or area, exit signs shall be installed at the required exits from the room or area and where otherwise necessary to clearly indicate the direction of egress (Section 3314(a) ) . Mr. Albert Kenney Page 4 April 18, 1995 30. In addition to item 19 above, sprinklers are .required pursuant to Section 3802(a)l (need 20 square feet of opening every 50 feet in at least two exterior walls) . 31. Tempered glazing is required in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface (Section 5406(d)1,6) . Also, any glazing in doors to be tempered. The following structural concerns are noted: 1. What type o1` bolts are used? 2. Call out all bolts used. 3 . Provide structural calcs for review. Additional comments or corrections .nay follow pending review. Sincerely, David Scott, P.E. Building Official DS:wh M:\PRMSV S\DOCUMENTBUPB5_00.YM#22EC.DOC IL oc _J m W J I 1 Y CITY OF TIGARD April 25, 1995 OREGON Mr. Albert Kenney, P.E. Consulting Enginew/Planner 9500 SW Barbur Boulevard, Suite 111 Portland, OR 97219-5425 Project: A-Boy - plan check 02-26c 12520 SW Main Street Re: Building Plan Review (1991 UBC with Oregon Amendments) Dear Mr. Kenney: The plans for this project were reviewed for conformity with applicable codes. Please subunit the following items for completion of the plan review process at your earliest convenience: 1. Submit typical details for handicapped parking stalls, access aisles, etc. 2. One in eight accessible parl::ng spaces,but not less than one, shall be served by an acs-►ss aisle 96 inches wide minimum and shall be designated van accessible (Table 31•A,F.gare i 9, and Section 3104(g)2B). Please submit a signage detail for the handicapped parking stalls. Parking stall widths to be a minimum of 108 inches wide and 17 feet in length. 3. Van accessible parking spaces shall have an adjacent access aisle on the passenger side of the vehicle (Section 3104(g)2B). 4. Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 vertical in 50 horizontal (Section 3104(8)4). �IL 5. Indicate curb/sidewalk parking p ramps for the accessible arkin spaces at the sidewalks. co 6. Provide a grading plan that shows existing and new contour lines with general site .� preparation/grading notes. 00 LU 7. Submit erosion control plan which complies with all of the requirements from USA -J (Unified Sewerage Agency). 8. What is the volume of cut and the volume of fill in cubic yards? 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDO (503) 684-2772 Mr. Kenney April 25, 1995 Page 2 9. Submit two sets of the sitework specifications. 10. Please complete the attached fortes and return to the Building Division. 11. Provide a foundation investigation report pursuant to the requirements of Section 2905. 12. Please provide general grading notes,especially for comps-mon and subgrade preparation. All material shall be compacted to a minimum of 90%maximum density using the ASTM standards in Section 7002- 13. Provide a note on the plans similar to: Special Inspections shall be provided pursuant to Sections 7015, 7015 and 306 of the Current UBC. 14. Submit Oregon Energy Compliance forms for review. 15. The perimeter insulatipa shall extend downward from the top of the slab for a minimum distance of 24 inch:;s or downward to the bottom of the slab, then horizontaL�y beneath the slab for a r.-Animum total distance of 24 inches (Section 5303(d)4). The possibility to elimina►s- the perimeter insulation is an option, if the energy compliance forms can justify compliance with Chapter 53 for the entire building. 16. Provide an accessible route from the building entry to the public right-of-way. The boundary between the areas shall be defined by a marked crossing having a continuous, detectable warning not less than 36 inches wide, complying with Section 3109(f), (Sections 3103(a), and (b)3B). 17 Submit plumbing isometrics and mechanical plans for review. 18. Submit a door schedule (including hardware types) for review. 19. The maximum allowable area fo- this building is 12,000 square feet based on the a following submitted information: 1. Occupancy - B2 2. Type of construction - 5N 3. Number of yards - 2 „i 4. Number of stories - 1 m 5. Sprinklers - none c7 W -' This building will require sprinklers throughout or two-hour area separation walls constructed per the requirements of Section 505(f), as the total area is 17,600 square feet. 20. Subnut details for the handicapped restrooms. Mr. Kenney April 25, 1995 Page 3 21. Pursuant to Table 5-1?, one water fountain shall be accadble complying with Secdon 3109(1),and at least one fountain shall be mounted at a standard height(section 3108(4)). Please submit an elevation detail for such drinking fountains. 22. Provide guardrails at the loading dock per the requirements of Section 1712. 23. Will a ceiling be installed in any portion of this building? If a ceiling system is planned, sub►nit a reflected ceiling pian, seismic bracing for seismic ?:one 3,and draft stops per the requirements of Section 2516(f)4b. 24. Handles, pulls, latches, locks and other opera -g devices on doors, windows, cabinets, plumbing fixtures and storage facilities shall have J= or other shape perrnitting operation by wrist or arm pressure and not requiring tight grasping, pinching or twisting to operate. The force required to activate such equipment shall be not greater than 5 pounds force (Seddon 3109(c)1). 25. The highest operable part of environmental and other controls,dispensers,receptacles and other operable equipment shall be within at least one of die reach ranges specified in Section 3109(b), and not less than 36 inches above the floor. Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor (Section 3109(c)2). 26. Regardless of the occupant load, there shall be floor or landing on each side of a door. Landings shall be level except for exterior landings. The floor or landing shall not be more than 1/2 inch lower than the dueshold of the doorway. The landing shall have a width not less than the width of the door. Landings shall have a length measured in the direction of travel not less than 44 inches (Section 3304(i) and (j)). Provide landings at all of the south exit doors. 27. Key-locking hardware may be used on the main exit only if there is a readily visible, durable sign on or adjacent to the door stating, "PHIS DOOR MUST REMAIN a UNLOCKED DURING BUSINESS HOURS" (Section 3304(c) exception). 'a ua 28. If installed, special egress-control devices shall comply with all of the requirements of Section 3304(e). J_ m 29. When two or more exits are required from a room or area, exit signs shall be installed Jat the required exits from the room or area and where otherwise necessary to clearly indicate the direction of egress (Section 3314(a)). 30. In addition to item 19 above, sprinklers are required pursuant to Section 3802(x)l (need 20 square feet of opening every 50 feet in at least two exterior walls). Mr. Kenney April 25, 1995 Page 4 31. Ten4med glazing is required in fixed or operable panels adjacent to a door when the nearest exposed edge of the glazing is within a 24-inch arc or either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface (Section 5406(d)1,6). Also, any gluing in doors to be tempered. The fol_'awing structural concerns are noted: 1. What type of bolts are used? 2 Call out all bolts used. 3. Provide structural calcs for review. Additional comments or corrections may follow pending review. As you know, the City Council will be considering the remand of your site development permit approval, Condition #1, in a future public hearing. You are being issued a separate letin from the City relating to your current site development permit application. Both the site development permit and the building permit would be subject to an agreement to abide by the final result of the remand hearing and any appeals as to Condition #1. In addition, Condition ##3 was not appealed and is still in effect That condition required relocation of the phase one building outside the area of the greenway and out of conflict with existing sanitary sewer easements. Sincerely, David Scott, PA .E. Official L cc: Mr. Dan Dolor: 2 Mr. John Shonkwiler Mr. David Smith Mr. Tim, Ramis a Mr. Robert Franz 0 J r J CITY OF TIGARD April 25, 1995 OREGON Mr. Albert Kenney, P.E. Consulting Engineer/Planncr 9500 SW Barbur Boulevard, Suite 111 Portland, OR 97219-5425 Project: A-Boy - vlan check #2-26c f 12520 SW Main Street `'3 Re: Buildintt Plan Review (1991 UBC with Oregon Amendments) Dear Mr. Kenney: The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1. Submit typical details for handicapped parking stalls, access aisles, etc. !2. One in eight accessible parking spaces,but not less than one, shall be served by an access aisle 96 inches wide minimum and shall be designated van accessible (Table 31-A,figure 9, and Section 3104(g)2B). Please submit a signage detail for the handicapped paridng stalls. Parking stall widths to be a minimum of 108 inches wide and 17 feet in length. 3.1( Van accessible parking spaces shall have an adjacent access aisle on the passenger side of the vehicle (Section 3104(g)2B). 4. Accessible paridng spaces and access aisles shall be located on a surface with a slope not a to exceed 1 vertical in 50 horizontal (Section 3104(8)4). rN 5. Indicate curb/sidewalk ramps for the accessible parking spaces at the sidewalks. t- -, 6. Provide a grading plan that shows existing and new contour lines with general site CO preparation/grading notes. 0 LU 7. Submit erosion control plan which complies with all of the requirements from USA (Unified Sewerage Agency). 8. What is the volume of cut and the volume of fill in cubic yards? 13125 SW Half Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 14r. Kenney �. April 25, 1995 ,r Page 2 ) 9. Submit *6 sets of the sitework specifications. 10. Please complete the attached forms and return to the Building Division. . f 1 , 11. Provide a foundation investigation report pursuant to the requirements of Se=ction 2905. r, 12. Please provide general grading notes,especially for compaction am subgrade prleparatton. All material shall be compacted to a minimum of 90% maximum density using the ASTM standards in Section 7002. 13. Provide a note on the plans similar to: Special Inspections shall be provided pursuant to Sections 7015, 7015 and 306 of the Current UBC. 14J Submit Oregon Energy Compliance forms for review. 15. The perimeter insulation shall extend downward from the top of the slab for a minimum distance of 24 inches or downward to the bottom of the slab, then horizontally beneath the slab for a minimum total distance of 24 inches (Section 5303(d)4). The possibility to eliminate the perimeter insulation is an option, if the energy compliance forms can ff justify compliance with Chapter 53 for the entire building. 1+6. Provide an accessible route from the building entry to the public right-of-way. The boundary between the areas shall be defined by a marked crossing having a continuous, detectable warning not less than 36 inches wide, complying with Section 3109(f), (Sections 3103(a), and (b)3B). 17. Submit plumbing isometrics and mechanical plans for review. 18. Submit a door schedule (including hardware types) for review. 19. The maximum allowable ara for this building is 12,000 square feet based on the following submitted information: 1. Occupancy - B2 1 `• 2. Type of construction - 5N / 3. Number of yards - 2 4. Number of stories - 1 5. Sprinklers - none This building will require sprinklers throughout Q two-hour arra separation walls constructed per the requirements of Section 505(f), as the total arra is 17,600 square feet. �•,•j ,L i. -gip•,:. , , � 20. Submit details for the handicapped restrooms. J Mr. Kenney April 25, 1995 Page 3 21. Pursuant to Table S-E, one water fountain shall be accessible complying with Section 3109(1),and at least one fountain shall be mounted at a standard height(section 3108(d)). Please submit an elevation detail for such drinking fountains. . f 22� Provide guardrails at the loading dock per the requirements of Section 1712. 23. Will a ceiling be installed in any portion of this building? If a ceiling system is planned, submit a reflected ceiling plan. seismic bracing for seismic zone 3, and draft stops per the requirements of Section 2516(f)4b. 24. Handles, pulls, latches, locks and other operating devices on doors, windows, cabinets, plumbing fixtures and storage facilities shall have lever or other shape permitting operation by wrist or arm pressure and not requiring tight grasping, pinching or twisting to operate. The force required to activate such equipment shall be not greater than 5 pounds force (Section 3109(c)1), 25. The highest operable part of environmental and other controls,dispensers,receptacles and other operable equipment shall be within at least one of the reach ranges specified in Section 3109(b), and not less than 36 inches above the floor. Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor (Section 3109(c)2). 26. Regardless of the occupant load, there shall be floor or landing on each side of a door. Landings shall be level except for exterior landings. The floor or landing shall not be more than 1R inch lower than the threshold of the doorway. The landing shall have a width not less than the width of the door. Landings shall have a length measured in the direction of travel not less than 44 inches (Section 3304(i) and (j)). Provide landings at all of the south exit doors. 27. Key-locking hardware may be used on the main exit only if there is a readily visible, durable sign on or adjacent to the door stating, "THIS DOOR MUST REMAIN a UNLOCKED DURING BUSINESS HOURS" (Section 3304(c) exception). rx 28. If installed, special egress-control devices shall comply with all of the requirements of Section 3304(e). J m 29. When two or more exits are required from a room or area, exit signs shall be installed wW at the required exits from the room or area and where otherwise necessary to clearly indicate the direction of egress (Section 3314(a)). 30. In addition to item 19 above, sprinklers are required pursuant to Section 3802(a)l (need 20 square feet of opening every 50 feet in at least two exterior wale s). Xor Ar. Kenney April 25, 1995 Page 4 31. Tempered glazing is required in fixed or operable panels adjacent to a door where the nearest exposal edge of the glazing is within a 24-inch arc or either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is lea than 60 inches above the walking surface (Section 5406(d)1,6). Also, any glazing in doors to be tempered. The following structural concerns arc noted: 1. What type of bolts are used? 2 Call out all bolts used, 3. Provide structural calcs for review. Additional comments or corrections may follow pending review. As you know, the City Council will be considering the remand of your site development permit approval, Condition #1, in a future public hearing. You are being issued a separate letter from the City relating to your current site development permit application. Both the site development permit and the building permit would be subject to an agreement to abide by the final result of the remand hearing and any appeals as to Condition #11. In addition, Condition ##3 was not appealed and is still in effete. That condition required relocation of the phase one building outside the area of the greenway and out of conflict with existing sanitary sewer easements. a t, P.E. Building Official o' cc: Mr. Dan Dolan rx Mr. John Shonkwiler ce >- Mr. David Smith � Mr. Tim Ramis ED Mr. Robert Franz w � p�80�]Akemrphl OFTIFARD CERT I F"I CATt, OF COMMUIITY DEVELOPMENT DEPARTMENT s>ws>~s OCCUPANCY 1312FOr I� P.O.0w23307,TWwd,CheW Y17a1(SM)O W4175 PE RM I T M. . . . . . . s BUP98-0297 GATE ISSULDs 11/06/9P SITE ADDRE:+S. . . t l c''3rt0 SW MAIN ST f4)RCEL s 2S 102AC -00710 5UNi)IVIS1014. . . . : PURIJFIAM TRACT ZONINOs CBD PL OC:K. . . . . . . . . . s I_C1'f. . . . . . . . . . . . . s 1 I:l_ASS OF WORK. s F DD 'TYPE OF USE. . . a LDM OCCUPANCY ORP. i B2 Ur-(-(Jt,ANCY 1..0AU s 1 T f.:I1If-)NT NAME. . . a A--BUY Pem.sr ks c Construct store rm w/off ire over. Owners A-DOY SUPPLY COMPANY 125ri@ SW MAIN STREET '11(300L) OR 97223 Phone Ns 225--9009 Cont ract or o A—BUY SUPPLY COMPANY 1919 NW 19TH AVENUE= PORTLAND OR 9 7PO9 Phone #t P25- 9009 Reg #. . # 48094 O t-upant:y of the above referenced bui ldi nEI i% hereby Niven, and cert i f i et. the compl ianup with the State Of Oregon Specialty Codes foo tt) _ Nr'c)up, oc.clrpanry, anti urie l.lnder' which the refprenred permit war: instied. F-I RF DEPARTMENT T NG I Nc, PUII..DI OFF IC I At L C POST* IN CONSP I CUnUS ENLACE 0 9 u f �N. .I 5a wF►et sr4c 4 4 I-i S.W. MAIN�. _ � :�•, �..:.,,� S';REE'1' ;22 r �- Am =m AI r�. ^1 �.� wn w .� r w w r. .n r w� r �.. r r w r r w�• mom W[7 TAP EXSTMT6 4 '•. a r r r �: '•`.; ►" 'r ` 70 OF 6" STY O 0.5% WATERLINE r j� wool" NEVER (SJ 1,4010E fXISTINC STRUCTURF 't STORM LINE RELOCATE E1(ISTINC FARC HYDRANTASSEMDIr (SEE SRF. 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O 0. 102 IF OF 15" STM. O O.SX I 150 LF of 4" PERF:6 O.0 i R IA�r 'G✓ 146.03 S H �C IE 139.1515 r , RIM=t 50 5G J I i i L J a�t/� 1 60 tf OF+12" STM 'O 0 5% 4N 10 LF OF 6• STM O 10 25% I IE=117 51 V 6 LF OF 6' STM. O 10 25%- I IE 146.17 co \ IE 146 72 IE 145.15 105 LF OF 12' STM a 0 5% IE 146 69 5 Lf 0� i