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IIII II!I IIII IIII IIII _l I .Illl lil fill LIII Llll l.� llll�l�tll I r� t lb I 13736 SW BENCHVIEW PLACE GERALD R. ENGLER ��--��-- — 2100 NE Broadway, Stritc 2-H Portland, OR 97232 Office: 282-7320 I ax: 284-1618 June 1 K, 1999 City of Tigard AT'1'N: Jim Funk FILE COPY Bob Poskins Darrel Watkins RE: 13736 SW Benchview Place Tigard, OR Dear Sirs: To resolve the code issues crewed when I added the basement floor, I propose to do the following: Install a residential 13-k sprinkler system. As an alternate to .he code requirement of a second exit ob the upper level, we intend to frame a deck off bedroom number 3 in the front of the house. We will install a collapsible ladder similar to an attic ladder that can be released from someone on the deck. That will allow them to descend directly to the street grade below. We will compile all the changes that we have done and submit them to our engineer so that he can stamp the plans with all the revisions. We will submit these revisions by July 211" We have worked closely with our engineer and he is aware of all of these changes except for the deck and sprinkler system. They have been made according to his requirements so there should be no major structural changes. I In light of this we respectfully ask [hat you allow us to continue construction in the areas that are tot affected by the shear anacysis that we will be submitting. These include plumbers, elegjc:iajls and HVAC. By the time we are ready for their inspections, and framing inspections, these other issues should be resolved. Thank you for your assistance. Sincerely, -,"/G aldF let Pile: BV9 codr issues V 'loon Y403 Sill riLE copy June 18, 1999 � O� � OREGON Gerald R. Engler 2100 NE Broadway, Suite 2-13 Portland, OR 97232 Re: Stop Work Order Dated 6/17/99 Dear Mr. Engler, Thank you for your timely response The content of your letter of intent is sufficient to justify releasing your project at 13736 SW Benchview from the Stop Work Order placed 5/171'99. Senior Building Inspector George Steele went to the property this afternoon and removed the Stop Work Order and advised your field representative, Steve Johnson, that work could continue with two small exceptions. They are the firestop fitting of the main waste (ProSet) at the lowest floor penetration, and the armorflex wiring to the GFCI receptacle re luired at the back of the house, the only wiring below the first of three floors (per NEC). Before you purchase the drop stair assembly, it would be to your advantage to FAX the technical data/assembly sheet to the Plans Examin,,rs for pre-approval If there are any problerns with getting all the information needed to the Pians Examiner by the 2" of July, please let me know. We can then discuss extension of the abeyance of the Stop Work Order. Thank you for your code research and understanding. If I can be of assistance, call me at 639-4.71 ext. 416. ncerely, Darrel "Hap" Watkins Inspection Supervisor 13125 SW Hall Blvd.: Tigard, OR 97223 (301`11)639-4171 TDD (.503)684.2772 CITY OF TIGARD STOP WORD OI DE*R BUILDING DIVISION 13125 SW IIALL BLVD., TIGARD, C.-R 97223 639-4171 JOB OWNER: - PERMIT # -- _CONTRACTOR: Gi.C f',,(. u�. YOU ARE IN VIOLATION OF TILE FOLLOWING: AND HEREBY NOTIFIED THIS DAY OF �Y r — -- THAT NO MORE WORK SHALL BE DONE ON TH'cSE�M;S UNTIL THE ABOVE VIOLAT pN�S BEEN CORRECTED AND VEPIFIFD BY THE CITY. CORRECTIONS SHALL BE MADE WITHIN DAYS OF THE ABOVE DATE FAILURE TO COMPLY WITH THIS NOTICE WILL RESULT IN THE ISSUANCE OF A CIVIL INFRACTIONS SUMMONS. O NOT REMOVE THIS NOTICE- BUILDING INSPECTOR ^�- -- CITY OF TIGARD MASTER PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . . MST98-0394 13125 SW Hall Blvd., Tigard,OR 97223(503)63Y.4171 DATE ISSUED: 10/30/98 PARCEL: 2S 104PC-00900 SITE ADDRESS. . . : 137.:,f:, SW AENI_HV I F W P1I #f=�V T SUBDIVISION. . . . :HEIVCHV I EW ESTATES ZONING: R-4, 5 131.-.00K. . . . . . . . . . L-OT. . . . . . . . . .. . . . :009 JURISDIC:TI(�N: TI*G Remarks: Single family detached, Path 1. - Variance approved for height - YAR98-0009 - Approval 44 feet high from lowest elevation using City of Tigard determination for measurement of height. --- --------- -------------------------------- - - -- ----- BUILDING ------------------------ REISSUE: ------------- - -REISSUE: STORIES.......: 3 FLOOR AREAS----------- BASEMENT...: 0 sf REQUIRED SETBACKS---- REQUIRED---- — ---------- CLASS OF WORK.:NEW HEIGHT...,....: 44 FIRST....: 1592 sf GARAGE.....: 1114 sf LEFT..........: 5 SMOKE DETECTRS: Y TYPE OF USE...:sr FLOOR LOAD..,, ; 40 SECOND...; 1178 sf FRONT........ .. 15 PARKING SPACES: 2 TYPE OF CONST.:5N DWELLING UNITS: 1 FINBSMENT: 0 sf RIGHT.........: 5 OCCUPANCY GRP,:R3 BDRM: 4 BATH: 3 TOTAL -- 2770 sf VALUE..1: 213345 REAR.......... : 15 - -------------------------------- ---------- - ------ PLUMBING ---------------- -- SINKS.........: 1 WATER CLOSETS.: 3 WASHING MACH—: 1 LALIWDRY TRAYS, : 0 RAIN DRAIN ft: 100 TRAPS.,.......; 0 LAVATORIES,...: 5 DISHWASHERS...: 1 FLOOR DRAINS..: 0 SEWER LINE ft: 100 SF RAIN DRAINS: 2 CATCH BASINS..; 0 TUB/SHOI:ERS...: 3 GARBAGE DISP..: I WATER HEATERS.: 1 WATER LINE ft: 110 BCKFLW PREVNTR: 1 GREASE. TRAPS..: 0 OTHER FIXTURES: 0 --------------------------------- ------ - ------- MECHANICAL -------—,------------------------------------------------- - FUEL TYPES-------- FURN i IMF .,; 1 BOIL/CMP ( 3HP: 0 VENT FANS....,. 3 CLOTHES DRYERS: 1 GAS FURN )-I W, ., : 0 UNIT HEATERS..: 0 HOODS...,....,: 0 OTHER UNITS...: 1 MAX INP.: 0 BTU FLOOR FURNACES: 0 VENTS.....,.,.: 0 WOODSTOVES....: 0 GAS OUTLETS...: 1 --------------------------- --------------------------------- ELECTRICAL --------------- •-RESIDENTIAL UNIT---- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCLIITS--- ----MISCELLANEOUS--- --ADD'L INSPECTIONS- 1000 SF OR LESS: 1 0 - 280 amp..: 0 0 - 200 amp..: 0 W/SVC OR FDR,. : 0 PUMP/IRRIGATION: 0 PER INSPECTION: 0 FA ADD'L 500SF.: 3 201 - 400 amp..: 0 201 - 400 amp..: 0 lst W/O SVC/FDR: 0 SIGN/OUT LIN LT: 0 PER HOUR.....,: 0 LIMITED ENERGY.: 0 401 600 amp..: 0 401 - 600 alp..: 0 EA ADD[ BR CIR: 0 SIGNAL/PANEL...: 0 IN PLANT......: 0 MANE HM/SVC/FDR: 0 601 - 1000 amp.: 0 601+amps-1000 v: 0 MINOR LABEL -10: 0 1000+ amp/volt.: 0 ---------------------------------- PLAN REVIEW SECTION ---------------------------------- Reconnect only.: 0 )-4 RES UNITS.,: SVC/FDR)=225 A.: > 680 V NOMINAL: CLS AREA/SPC OCC: -- ----------------------------------—----------- ELECTRICAL - RESTRICTED ENERGY ------------------------------------------------- A. 5F RESIDENTIAL-------------------- -- B. COMRCIAL---------- --------------_-- __---_--_��_--__------------ AUDIO II STEREO.: VACUUM SYSTEM..: AUDIO X STEREO,: FIRE ALARM....,: INTERCOM/PAGING: OUTDOOR LNDSC LT. BURGLAR ALARM..: 0tH: :: BOILER.........: HVAC...........: LANDSCAPE/IRRIG: PROTECTIVE EMIL: GARAGE OPENER..: CLOCK..........: INSTRUMENTATION: MEDICAL........: OTHR: HVAC...........: DATA/TELE CONN.: NURSE CALLS....: TOTAL M SYSTEMS: 0 Owner: -----------------------------------Contractor: ----------------------------- TOTAL FEES:$ 5234.71 GERALD R ENGLER GLC PROPERTIES INC This permit is subject to the regulations contained in the 2100 NE BROADWAY STE 28 2100 NE BROADWAY STE 2B ligard Municipal Code, Stite of Ore. Specialty Codes and all PORTIAM OR 97232 PORTLAND OR 97217 other applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is Phone 1: 493-1761 Phone A: 493-1761 not started within 180 days of issuance, or if the work is -- ----Reg #..: 113774 ------ suspended for more than 180 days. ATTENTION: Oregon law - - - --`---'-----------"- requires you to fallow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in BAR 952-001-0010 through OAR 952-001-0080. You may obtain copies of these rules or direct questions to ODIC by calling (503)24E-1987. ------—-------------—---------------------- -------- REWIRED INSPECTIONS ------------------ ----- - Erosion 844-BA44 Post/Beam Meehan Electrical Servi Special insp. re Appr/Sdwlk Insp Grading Inspecti Crawl Drain/Back Electrical Rough Gas Line Insp Electrical Final _ Footing Insp PLM/Underfloor Framing lrsp Insulation Insp Mechanical Final Foundation In - chanical Insp Shear Wall Insp Rain drain Insp Plumb Final Post/Beam S Nuel P1 b�0 , Lo Voltage Water Service In 1 Building Iss1-fed Permittee Signat 1.1r e: ` _ __ ++++++++++ ++++++++++++i + f ++- 11-+ + + + + f ++4..++++ .+ f.+ ++.4.+++t~iw + { ++++++-1-++++ ++ I-++ 1 1 f Call 639--4175 by 7:00 p. m. for an inspection needed the next bi-Isiness day CITY OF TIGARD . DEVELOPMENT SERVICES SEWER CONNECTION 13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171 PERMIT PERMIT #. . . . . . , SWR98-022L1 DATE ISSUED: 10/30/98 F'ARC.EL: 2S)l 04DC--00900 SITE ADDRESS. . . : 13736 SW TA NCHV I EW PL_ #F'VT SUBDIVISION. . . . :BENCHVIEW ESTATES ZONING: R-4. 5 BLOCK. . . . . . . . . . LOT. . .. .. . . . . . . - - . :00'3 JURISDICTION: TIG - ------------------------------------------------ - TENANT NAME. . . . . :ENGLE'R, GERALD USA NO. . . . . . . . . . : FIXTURE UNITS. . . : 11-1 CLASS OF WORK. . . -.NEW DWEi_I_ T NG UN T TS. . : 1 TYPE OF US['". . . . . :SF NO. OF BUILDINGS: 0 INSTALL TYPE. . . . :LTPSWR I MPE:RV SURFACE: 0 s f Remarks : Single tamily det:ache,d, Path 1 . Owner —_________.____.__-._ ___----._._._____.__.-----____-- FEES _ ....... ........._.._._ _..___ GERALD R FNGL-ER type amoi.int by date recpt 2100 NE BROADWAY STE 2B 1'.RMT $ 2:i00. 00 DE13 1.0/30/'98 98-31,71447 PORTLAND OR 97232 INSP 0 _15). 00 DEB 10/30/98 98—:31044 ,' Phone #: [contractor: — -_ -----•---------------------- OWNER Phone #: 2-335. 00 TOTAL. Reg #. . : ------- REPL)I RFD INSPECTIONS This Applicant agrees to cnmply with all the rules and regulations of the Unified Sewage Agency. The permit evpires l80 days from the date issued. The total amount paid will be forfeited if the _ permit expires. The Agency does not L rantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement give-, the the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency will install a lateral. ATTENTION; Oregon law requires you to follny rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 352--081-0018 threwgh PAR q52-@@01-N8@. You may obtain copies of these rule "or direct qoe tions to 011llC by calling 4503!246-1987. Tssi_ted : s�� 1_--- Permittee Signati..1re : J +++•*+++4•+++•4•++++++4++++++++++-i-++++4++-t-++++++++++4•+++-1-+4•++++++++t 4-++++++++++++++4• Call 639-4175 by 7:00 p. m. for an inspection needed the next bitsiness dray ++++4-++++++++++++++++++++++++4.4 4.4•++++++•+++++++++++++4+++++.F+4•+++++++++++4•+++++4 (:ITY OF TIGARD Residential Building Permit Appiication Plan Check# r-�7-() 131.25 ^;;V HALL BLVD. Alteration - Interior Remodel Only Recd ey I";GARD, OR 97223 Single Family Detached or Attached (Duplex) Date Recd r - - `J 503-6394171 Date to P.E C C F 503-684-7297 Date to DST rc I l J Permit#Mb r"`it•O,.Y Print or 'Type I !I_ Called Incomplete or illegible applications will not�=e-accepted Name of Project --- � Narpe Job S _ I - _ .n Address Site Address Architect Mailing Address __ Name —i� .�L�CdI--- City/State Zi Phone P Y' ---- - Owner Marling Address - Name ,,II -- �" 3vo!a a Stc B �a.�a- Ctia(�err C /State Zip Phon Engineer Mailing Address — General Name C /State Zip PhoAe Contractor aw"u�w� ZO( 2. -6 tl ,�y�, Describe work New Addition O Alteration O Repair O Mailing Address to be done. Prior to permit Z.I�pbu,a4fi� S�Z Additional Description of Work: -- ssuance, acopy /S!�l Zip Ph of all licenses Q 7Z� are required if Oregon C unst ont Board Exp Dale` PROJECT expired in COT Lic# database VALUATION Mechanical Name -_ NEW CONSTRUCT ONLY: Sub Sq. Ft. House S-7 7 0 Sy. Ft Garage 2 Contractor Mailing Address — �-�__ Prior to permit 202_p -- � Indicate th restricted energy -- 2..2r gy installation by e electrical issuance,a copy Ci /State Zip Phone subcontractor in the followin areas of all licenses (s Restricted '— f� -6,i(W Audio/Stereo are required if Oregon Const lCont Board Exp Date Energy System___ Alarms I Nxprred in COT Lic is q Installations _database Vacuum - _ ! � L ��, 1r1gatiorr Plumbing Name --- =- --- stem System (check all that Other: Sub- �. /`1 u ..apply) Contractor g Address � �� --- p Corner Lot YES N Mailin O Flag Lot YES NO (check one) (check one) ;;�ih Has the Subdivision Plat recorded? N/A YENO Prior to permit Cit Stale j( pissuancea copy At .of all licenses are Oregon C teSolar Compliance required if Lic# (Calculation Attached)expired in COT115U, 99r I hearby acknowledge that I hav read this application,that the database Plumbing CC # Exp Date information giv is correct,that I am the owner or authorized agent of the owne n I submitted are in compliance with — ----- __-__ I ' Ore on Name ^ Sign nt Dat Electrical .... ._ - — S' Sub- Mailing Address C ac rson Name Pne# Contractor Z o,S p l/� _ ` �Vt_— _- v FOR OFFICE USE ONLY: City/Stste Zip Phone PI t#Prior to permit 4 � � ��•- y� Map/T _ issuance,a copy or all licenses are Oregon Const Cont Board Exp Date Setbacks: Zone Solar required if Lic# expired in COT ___111(•_ _ Engineering Approval arning Approval TIF. database Electrical Lic # �. -- I SFREM2 DOC(DST)8/11/98 Solar Balance Point Standard Worksheet , j Address Box A calculations: North-SoutF dimension for the lot. Box A: This dimension is determined by finding the midpoint of the North lot line and drawing an intersecting line perpendicular to that point. First, determine which property line is the North lot line. The North lot line is the IinF with the Smallest angle from a line drawn east-west and intersecting the northern must point of the lot. 45()--o 1 �q � N North-South Dimension for Lot: f'teasure the distance from the midpoint of the North lot line to the South lot line along the described line. feet t N j NORM-9OM LA*NPCN � Box B calculations: Shade point height for your residence. Box B: 1. Determine whether measurements will be based on the peak or eave of your Which describes structure. The orientation of the ridge is also important. your residence? 1 a: If the roof line run, North-South, measurements will (circle one) be based on the peak of the roof. ro a 00 NrSIM ) 18 1 C 1 b: If the roof line runs East-West and the roof pitch is less than 5/12, measurements will be based on the eave. " SNNY P1,1.N1 FEW 1c: If the roof line runs East-West and the roof pitch is 5/12 or steeper, measurements will be based on the ,', ,� peak. ,wu�aocF Erosion ena 6' Pena 7. Stam Ewnwrt � &mdwy 0,ON �u ........ 92-6— Eyn ment e'ea.wsiy 4511.............. ....... I —A- -- - - -- - - - - - - _ --7 / BENCNVIEW I 488 I R"Arnd / eWtc.ow. I PL. 20.2 Ft _ l 4•6.nerry / saws 1 62. / Garage EsnoAry FFE 48 6.wr' / / tr sewer / 1 � EAlshno Loup .04 r w.tw / 19 .60' •� \ Main Floor - ,� FFE 491' •�' \ Do* I 1 control Erosion 48.02' \ / / fen« • 77.38' I 463 lea 47t1' 4W Site Plan Scale V= 20' Map and Tax Lot#2S104DC 00900 Benchview Estates, Lot 9 13736 SW Benchview PI. Zoning = R4.5 Applicant: GLC Properties Inc Gerald R Engler 503-493-1761 CITY OF TIGARD OREGON INTENT TO HAUL EXCAVATION (LOTS STEEPER THAN 20%) (,e.,.- (print name), hereby certify that ALL excavation material on the subject pro erty will be removed from the site and oot be planed as fill, except for that amount necessary to back-fill the foundation ONLY. I understand that failure to remove the excavation material will result in the requirement to remove the material or obtain a grading permit by submitting grading plans prepared by a licensed engineer accompanies by a geo-technical report regarding the placement of the excavation material as fill. I further understand that my footing inspection will be denied if that inspection reveals that excavated material has not been hauled, and that work will be stopped and no further inspections conducted until the City has received and approved a plan and report from a geo-technical engineer regarding placement of the fill material. q / Date Permit S I J V JI cw �< Job Address -- -_--- .� ------ Subdivision._��xtn,Cvt�1ST+—_�� Lot: --- I haul doc(DST)7198 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD (503) 6;;4-2772 -- I GLC PROPERTIES INC. _ 2100 NE Broadway, Site I'ordand,OR 97232 J U L 2 7 1999 Office: 282-7320 Fax: 284 161t: COMMUNITY DEVELOPMENT .July 27, 1999 City of Tigard ATTN: Bob Pnskins COPIES TO: Jim Funk Darrel Watkins RE: 13736 SW Benchview Place / Tigard, OR - - - - -HAND DFI.IWRF.D- - - - - Dear Rnh, I finally received all the engineering that you requested on my home. I apologize for the length of time it took, however, my engineer has been swamped between vacations and several large projects, so this was as soon as I could get it. The engineering consists of 4items. 1) Although a deck is shown on the site plan, there were no plans for the deck submitted. Item #1 is the plan and engineering for the deck. 2) Because of the topography of the lot we had to drop the garage 2 feet. This made the joist plan that was originally submitted impossible to build. The joist plan were it overlaps the garage, was modified and Item #2 is the engineering for that area along with the beam calculations for the modifications. In addition we changed one garage door from two 9-foot doors to one 16' door. 3) This addresses the changes on the wall adjacent to the deck. The windows were enlarged to advantage of the views and this engineering addresses the requirements necessary to do this. 4) This engineering addresses the changing of windows on the upper floor and addresses the issue of the floor in the basement. Our solution to eliminating this area is to remove the floor except for two triangular ends to stabilize the walls, then put x-bracing through the basement at 4 feet on center. We will then wall this area off so that it is not visible from the mechanical platform that you've allowed us to retain. This effectively disables the floor while maintaining the structural integrity of the pony walls. T appreciate your help and yc:ur cooperation with this issue. I am planning to order a framing and mechanical inspection for tomorrow. We are ready to insulate and to start sheet rocking. None of these issues have anything to do with sheet rock covering. I would hope that you would allow us to continue the construction of the building on the interior. The tearing out of the floor can be accomplished while the other construction is progressing and can be checked at final. I would also like to order a shear-wall inspection. I'm not certain how to do this because a lot of the straps and nailing will have to he corrected as the siding is going up and the scaffolding is there. I'm sure your inspector does not want to scale a 60' wall to check the nailing. Please tell me how you want to see that the straps are applied and have the nailing checked. Ws my intention to have the sider do this as he goes up the wall. We can take pictures of the strapping, and I suppose the inspector can look out the windows at the nailing. Please call me at 493-1761 to let me know how you want to proceed on that. Again, thanks for your help. Sincer erald R. Engler GRE/ch I:ile: 13VU Pnghwenng of deck ev CITY OF TIGARD BUILDING INSPECTION DIVISIONk l 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 MST L ` 1 BLIP _ _Date Requested 1 U L AM PM BLD _ Location— _�1 �(< `�jD�YI Suite 1 MEC Contact Person Ph PLM Contractor Phi - / f / SWR — - BUILDING _ Tenant/Owri r _ ESC _ Retaining Wall A ELR Y� Footing Access: — Foundation Activity/Data Entry FPS Fig Drain -� Crawl Drain Inspection Not, Unclear, Please - — SGN Slab Post&Beam - Correct/Clarify SIT -- Ext Sheath/Shear Int Sheath/Shear Framing Insulation -- Drywall Nailing Firewall Fire Sprinkler _ Fire Alarm Susp'd Ceiling /� G�� ,'� io r1 Roof Misc: Final PASS PART FAIL ��PLUMBING Post Post& Beam -- Under Slab Top Out Water Service / Sanitary Sewer Rain Drains PART FAIL_ 2/ CHANICAL — Post& Beam --- Rough In Gas Line -- ----- - - Smoke Dampers Final - - -- - -- _ PASS PART FAIL ELECTRICAL Service Rough In UG/Slab Low Voltage Fire Alarm 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 Fire Supply Line f 1 Please call for reinspection RE:_ _ — ( ]Unable to inspect- no access ADA AppioOther ch/Sidewalk Date -- Other A Inspector � Ext. 3/L Final f PASS PART FAIL I 00 NOT REMOVE this inspection record from the job site. CITY OF TIGARD BUILDING INSPECTION DIVISION ��0039 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 MST BUP Date Requested_�� P AM PM Location l? 3� �JI,�J �'xC�.l.�lC'� P(, BLD Suite MEC Contact PersonPh �` 3- 7 cr( PLM Contractor — _ Ph SWR _ BUILDING Tenant/Owner ELC Retai�:ing Wall - Footing Access: ELR Foundation FPS Ftg Drain Crawl Drain Inspection Notes: SGN Slab Post 3 Beam - SIT 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 MECHANICAL - Post& Beam --- Rough In Gas Line Smoke Dampers - Final - - ---- - - - PASS PART FAIL --- - - ECTRICA Service Rough In - - - - -- ��- UG/Slab Low Voltage Fire Alarm�C --- - - - - - PASS t PART FAIL _ Backfill/(trading - _ -- Sanitary Sewer — Storm Drain ( J Reinspection fee of$„ -_required before next inspection. Pay at City Hall, 13125 SW Hell Blvd Catch Basin Fire Supply Line [ j Please call for reinspection RE: _ - [ J Unable to inspect-no access ADA Approach/Sidewalk DateAto Inspector --other �-�b � � _ Ext Final PASS PART FAIL DO NOT REMOVE this Inspection record from the jc,b site. CITY OF P �.oARD BUILDING INSPECTION DIVISION —�� _ •�,l• - I�1 x`24-Hour Inspection Line: 639-4175 Business Line: 639-4171 / Date Requested C�Z�� t AM PM BLD Location � 1 Q �c_,� ��. Suite _ --- MEC Contact Person — Ph PLM %` Contractor Ph _ _ SWR c. UIL Tenant/Owner ELC i Retaining Wall ELR Footing Access Foundation FPS Fig Drain Crawl Drain Inspection Notes: SGN Slab ----- ---- `SITS �L�C� :3 t Post& Beam Ext Sheath/Shear _ Int Sheath/Shear Framing Insulation Q Drywall Nailing l l`-� %-- �-� `�1� SSl- C O'er Firewall Fire Sprinkler Fire Alarm Susp'd Ceiling _ Roof Misc: --- in ar. - — S�S') -PART FAIL - MBING Post& Beam Under Slab Top Out Water Service Sanitary Sewer Rain Drains Final PASS PART FAIL MECHA Post&Beam -- - ------ - -- - -- -- ---- -- ---- _ _ - - Rough In Gas Line _-- Smoke Dampers S PART FAIL -CTRICAL --- ----- - - - -- --------- — - Service ---- -- ___- --- _..-_.____-------- Rough In UG/Slab _�._- __- _ _---- --------- -- Low Voltage Fire Alarm _- _. - - --- ------- --- ------ Final PAS PART FAIL - -- ----- ----�._ _- ---- ----- .ITE Baa ill/Grading „ -- -- - - Sanitary Sewer Storm Drain �`1 OCA [ J Reinspection fee of$ required before next.inspection. Pay at City Ball, 13125 SW Hall Blvd Catch Basin Fire Supply Line G [ )Please call for reinspection RE: _ _ _ [ )Unable to inspect no access ADA c ApRoach Id w e t C �,/' ` L --�- I 6tthel�� l."Uhl ate �, I Inspector _.- LA L _- EX 1 rna PART FAIL DO NOT REMOVE this inspection record from the job site. CITY OF TIGARD _ CERTIFICATE OF OCCUPANCY PERMIT#: MST98-00394 DEVELOPMENT SERVICES DATE ISSUED: 10/30/1998 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 PARCEL: 2S104DC-00900 ZONING: R-4.5 JURISDICTION: TIG SITE ADDRESS: 13736 SW BENCHVIEW PL PVT FILE C SUBDIVISION: BENCHVIEW ESTATE BLOCK: LOT:009 CLASS OF WORK: NEW TYPE OF USE: SF TYPE OF CONSTR: 5N OCCUPANCY GRP: R3 TENANT NAME: REMARKS: Single family detached, Path 1 - Variance#VAR98.0009 approved for height Final Building Inspectioi and Certificate of Occupancy Approved 10/23/99 by Rick. Bolen, Building Inspector Owner: GERALD INGLER 2100 NE BROADWAY #28 PORTLAND, OR 97232 Phone: Contractor: GLC PROPERTIES INC 2100 NE BROADWAY STE 2B PORTLAND, OR 97217 Phone: 493-1761 Reg #: This Certificate grants occupancy of the above refererlccld building or portion thereof and confirms that the building has been inspected for compliance with the State of Oregon Specialty Cod for the group, occupancy, and use under which the referenced permit was issued. BUILDING INSPECTOR BUILDINO OFFICIAL POST IN CONSPICUOUS PLACE 1 CITY OF TIGARD SITE WORK DEVELOPMENT SERVICES PE RM I T ellt�jnaw 13125 SW Hall Blvd., Tigard,OR 97223(503)639-4171 DATE 1SSUED: 09/11/98 PARCEL: 2SI04DC-.00900 ------------------------------------------------------------------------------- Remarks : Site work permit and 9.2 foot retaining wall yrE 28 FIRE $ 7/. 20 B 09/08/98 98-308922 PORTLAND OR 97232 PRMT $ 193. 00 DLH 09/11/98 98-309047 Phone #: 5PCT $ 9. 65 DLH 09/11/98 98-309047 EROS $ 40. 00 DLH 09/11 /98 98-309047 Contractor: ---------------------------ERPU $ 13. 00 DLH 09/11 /98 98-309047 GLC PROPERTIES INC ERPC $ 13. 00 DLH 09/11/98 98-309047 NE BROADWAY STE 2B PORTLAND OR 97217 ------------------------------------- | Phone #: 493-1761 0 471. 30 TOTAL | CITY OF TIGARD Site Permit Application 13125 SW HALL BLVD. Commerciill: Complete ENTIRE form TO p,[, 9-1 92 TIGARD, OR 97223 Reaidkrce Complete SHADED areas (503) 639-4171 x304 I�� b All Font m Type A?.--- . -- �1 �4� Incomplete or illegible applications will not be accepted / P �r.o1U _ Jab Project Name Utilities(Complete all that appl Address Address Storm Sewer / . __�� 7 Linear Ft Name r , Sanitary Sewer (Ie- -- Linear Ft. Owner Mailing Address ry / Fresh Wat9r Linear Ft Cit /State Zip hone Catch Basins _-__—. 7— .-!1_.. .�_.... -- # -- Genaral Name Clean Outs Contractor .0" _ �G, _ _-- # Prior to permit Mailing Address Describe work to be done: issuance,a Newf�Addition❑ Alteration[ Repair[ spy or all Z�p0_�� _ _ _ licenses are AM e Zip ne Additional Description of Work: required d ct":5 -- expired in COT State Const. Cor'. Board Lic.# E ate database J� I Name�LS2� -- i A7S-- Project s QQ S --. Valuation $ Mailing AddressPlans Required: See Matrix on back — R (p d _ _ The following,must accomnany this application: City/State Zip Phone _ Site plan with Vicinity ME Parking(including Showing AICA compliance I .',.)A)&Lighting Plan Name Grading Plan and details Lant.;caping Plan _ Engineer Mailing Address // Erosion Control Plan and Retaining Structures M_ b r e-4C cil _ details Including calculations City/State Zip Phone Site Utility Plan and details Soils Report (showing connection to (if reauired) ?—n— 3 3 approved system) Excavation Volume 1 hereby acknowledge that i have read this application,that the (Soils report required for>5,000 cu. Yards information given�c correct,that I am the owner or authorized Avo cu.yds. agent of the o er pi that plans submitted are in compharce with orego t '1 Fill Volume Sign ner/Agent Date (Soils report required for>5,000 cu Yds.) r Will the fill supporta structure Conta Person Name P o e o (Engineer required if answer is yes) YESP< NO(] L, Retainingstructure? check onel ( ' y V - ! ~� v ( ❑Rock f FOR OFFtCf USE ONLY ❑ CNIU Notes: 6Joncrete ther Total new impervious area including all Land Use Case# Map/TL# huildings, sidewalks, and paving _ NO Sq. Ft. siteapp.doc9/97 Constructton Inspection& Related Tests arlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone (503) 684-3460 ` Fabruary 23, 1998 FAX (503)684-0954 CTI #97-G1423 Jerry Engler 2100 RIE Broadway, Suite 2B Portland OR 97232 FOUNDATION INVESTIGATION BENCHVIEW TERRACE - LOT 9 TIGARD, OREGON Carlson resting, Inc. (CTI) performed a foundation investigation of the above referenced Lot 9 on 28 October and 3 November 1997, rhe field work was supervised by a CTI geologist, James E. Pyne. The purpose of this letter is to document the subsurface conditions observed during the investigation, and present conclusions and recommendations for the proposed single-family home construction. BACKGROUND Site Description Lot 9 is located on the southeast east side of a cul-de-sac on Benchview Place. A house formerly located on the northeast side of the cul-de-sac (Lot 8) has been removed because of foundation failure due to landsliding and slumping during the winter of 1996/1997. The northern portion of subject Lot 9 has also experienced some earth movement. The eastern portion of Lot 7 also experienced slope movement as part of the sarne failure which affected the northeast corner of the existing house. The site topography has an average grade of approximately 50 percent. The estimated elevation change from west to east across the lot is about 45 feet (see Figure 11 A stEep slide scarp is present at street level, and approximately 9 feet east of the curb. Other small scarps are present on the northern portion of the lot. These slide features tend to die out across the site to the south Vegetation on the lot consists primarily of grass with a few blackberry bushes near the street. Proposed_Construction Lot 9 is planned for one residence. We have seen the proposed house plans. We understand that the house will be approximately three stories tall with stilt framing at the rear. The purpose of this report is to provide alternative foundation designs for consideration. CTI W97-G1423 Jerry Engler - Lot 9 Page 2 FIELD EXPLORATIONS A hollow-stern auger boring was drilled to a depth of 26.5 feet on 28 October at a location about 6 feet east of the street curb and 32 feet south of the Lot 8 and 9 boundary (See Figure 2). A log of the boring is shown on Figure B-1 . Soil samples were taken at 2.5-feet intervals with a standard penetration test sampler (SPT). Blow counts were recorded for each 6-inch interval, and soil samples were retained in air-tight plastic bags for identification and reference. In addition tc drilling, three trackhoe test pits were excavated to depths ranging between 10.5 and 13.0 feet below the existing ground surface. Test pit locations are shown on Figure 1 , and logs are attached as Figures A-1 through A-3. An east-west subsurface cross section that correlates the depth of fill and approximate slide plane in the boring and test pits is shown on Figure 2. FIELD OBSERVATIONS Fills Several fill materials were observed in the boring and test pits, as noted on the various logs. The total fill thickness varied frorn 16 feet in boring B-1 to 9.5 feet in both TP-2_ and TP-3. Typically, the fill above depths of 5 to 6 feet are a mix of brown and reddish-brown clayey silt that is wet or very moist and relatively soft with estimated strengths of between 0.5 and 1 .0 tons/ft'. A very slow seepage of groundwater was observed at a depth of 3.5 feet in TP-1 . Below depths of 4 to 6 feet, the fill changes to grey silt with some clay and variable amounts of organic debris. Typically, this organic fill is not excessively moist. Below 5 feet in TP-1 and 6 feet in TP-2, the fill contains variable arnounts of gravel and occasional cobbles in a matrix of stiff clayey silt. Some limbs and roots were generally observed in the basal 12' to 18 inches of the fill. Groundwater A very slow seepage of groundwater was observed in test pit TP-1 . No seepage was encountered in the other test pits or in the boring. Native Soils Loess . Approximately 1 foot of brown clayey silt was encountered in boring B-1 and test hits TP 1 and TP-2. Test pit TP-3 was excavated through 3.5 feet of loess without fully penetrating the unit. It appears likely that much or a!l of the loessal soils are colluvial in nature, having been transported down slope by precipitation and gravity. Colluvium . Below the loess described below, a reddish-brown clayey silt was found in the boring, and in the first two test pits. This soil is composed of numerous fragments that have weathered from the underlying basalt rock and transported down slope. The colluvial layer is about 1 .5 to 2.0 feet thick. i I CTI N97-G1423 Jerry Engler - Lot 9 Page 3 Residuum . Residual soils formed frorn the in-situ weathering of Columbia River Basalt appears to underlie the colluvium. Boring B-1 found residual soils between 20.0 and 26.5 feet, the total depth. CONCLUSIONS AND RECOMMENDATIONS General Given the site history, the site fills are not considered suitable for spread foundation support. The upper 5 to 6 feet of fill on Lot 9 is unstable. Fills below the slide plane shown on Figure 1 may have adequate strength; however, their variability, spotty organic content, and sloping contact with the underlying native soils combine to make there potentially unstable. We recommend that the proposed house foundation excavation be carried to stiff native residual soil, at least 2 to 3 !eet below the base of fill and the footings either be founded on native soils or on granular engineered fill. Excavation for the house will effectively remove as much as 80 percent of the slope failure. No further stability evaluation is considered necessary since we are recommending such a near complete remova4. The approximate removal limits are shown on the slope profile. Deep Foundations Due to the depth of the potentially unstable fill soils, the point of fixity for deep pile- or pier- type foundations is going to be sufficiently deep and the potential lateral loads due to the slope assumed high. To design a cantilever without the use of an expensive system of tiebacks or soil anchors against this high potential lateral loading with such a long moment arm, will likely result in intolerable bending moments. For this reason we are not recommending the use of deep foundations. Overexcavation From our meeting with Jerry Engler, we proposed that the best alternative is for removal and partial replacement with granular engineered fill. The volume of granular fill can be minimized by stepping the foundation, i.e., placing a retaining wall midway toward the back of the house to retain structural fill for support of a retaining wall at the front of the house. The upper wall should not be located within a 1 H:1 V plane to the lower wall; starting from the uppermost wall footing to the lowest point of the back vertical fare on the lower wall. The house designer should drLw as many downslope profiles as necessary to show the city the amount of replacement fill and the spatial relationships between retaining walls. CTI should review the house plans and observe the foundation excavation to verify that it has been taken below all fill, topsoil, and loess and exposes predominantly residual and some colkivial soils. CTI #97-G1423 Jerry Engler - Lot 9 Page 4 GENERAL NOTES Our reports peg fain to the material tested/inspected only. Information contained herein is not to be reproduced, exc,3pt in full, without prior authorization from this office. We would be pleased to provide aduitional input, as necessary, during the design process and to provide on-si+e observa'ion and testing during construction. Please feel free to contact us for this work as well as for any questions you might have regarding this report. Sincerely, CARLSON TESTING, INC. ps�°�fs�r wa ostEGON 1�-�E) PROFFS JAMto ��5 �NGIN�FR /0 14743 9 J � � o+.oG+� � OREGON y---..______---- —--— By -— James E. Pyne James D. Imbrie, P,E. Geologist Geotechnical Engineer Attachments: Vigure 1 - Site Location Map Figure 2 - Site Plan - Lot 9 Figure 3 Subsurface Cross Section Figure 4 - Subsurface Cross Section Appendix A, Figures A-1 to A-3 and B-3 ct September 9, 1998 71GARD Carlson Testing P.O. Box 238'14 Tigard, OR 97281 PERMIT NO: 98-0039/M"8�031+ OWNER: Gerald Engler PROJECT ADDRESS: 13736 SW Benchview Pl. i PROJECT DESCRIPTION. SFD TYPES OF SPECIAL INSPECTION: Structural/soils special inspections The owner has noti ied 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 rnal 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. Sincerely, Robert Poskin, CBO Senior Plans Examiner Enclosure I 1ofsltemplats'iwtdy dot 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: 116 (g4,19_ City of Tigard: Plan Ck. No. No. D Sit No. °r8— 603°t Project Title: ',-F�J Address l3'l3L Sw V— 9n4aL)tau �• Architect of Record Ph. _ address: Structural Engineer of Record: � 0"445&5& Ph. address: Geo-Technical Engineer of Record: (34'y'a.) &,_.Ph. address: mo _ __V *�> ft. Novide the following information for the testing agency chosen to prosdde inspedion sen+ees and'or testing. Testing Agency: _ Ph. address Geo-Technical Agency: X"'ryarr__. 44 _Ph.&W-440 Fax. ..��,� address D llflkk - —TifirtnRb�_��1_A! The owner certifies that the above noted Agency has been employed to conduct the special in s,r ervations required herein. simrt..fowfter Phone No. �Nc - PrW 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 service, required for this project to be provided by the'resting Agency, Structural Engineer or Coco-Technical Engineer of Record arc as follows: • Special Inspectors for the Testing agency shall be qualified, to the satisfaction of the Building Official,for inspections of 6. imrticu'ar 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 insp-.ction reports and,a final signed report in accordance with OSSC, Section 1701.3 to the building official. Structural Inspections Services and Material Testing Category Description of Services Require. provide Byl Yes/No I 1. Concrete. OSSC, Section 1701.5.1 and Section 1903, 1904 and 1905 a Review concrete mix designs *u b Inspect the placing of reinforced concrete. pA. pias A.*Kao C. Observe the taking of test specimens. A d. 2. Bolts Installed in concrete. OSSC,Section 1701.5.2 a Prior to ani during the placement of concrete around bolts when stresses permitted by s xtion 1925 are utilized. b. 3. Special Moment-resisting Frame. OSSC, Section 1701.5.3 and section 1921.9 a Provide continuous inspxivri of the placement of reinforcing steel and concrete,and submit a certificate indicating compliance. U. 4. Reinforcing Steel and Pre-Stressing Steel Tendons. OSSC, Section 17111.5.4 8 Inspection of reinforcing steel and pre stressing tendons before stressing;andyrouting 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. Y S.Structural Welding. OSSC, Section 1701.5.5 and Section 1703 a t)bscrve the welding of anv 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 sN.,ems. e Check certification of welders doing wort;on site. f Visuallv inspect lite welding of studs and joist(part of a.) Observe the welding of special moment-resisting steel frames,and conduct non-destructive testing required by OSSC,section 1703. h Observe the welding of reinforcing steel. I. Required Provide By Category Description of Services Yes f No Structural Inspections Services and Material 'Testing �Category Descriistion of Services Required Provide By _ t _ yes I 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. - 2. Bolls Installed in concrete. OSSC,Section 1701.5.2 a Prior to and during the placement of concrete around txilts when stresses _ permilted by section 11125 are utilized. L� 3.Special Moment-resiAing Frame. OSSC, Section 1701.5.3 and section 1921.9 a Provrdc continuous inspection of the placement of reinforcing steel and concrete,and submit a eertificate indicating compliance. b. 4. Flcinforving Steel and Pre-Stressing Steel Tendons. OSSC, Section 1701.5.4 Inspection of reinforcing steel and pre stressinE,tendons before — _ stressit�and�outit of tenon ds in pre stressed concrete ^b Observe and record results of all tendon st.re.ci, ,in pre stre-PAI concrete. Observe grouting of all tendons in pre stressed concrete S. Structural Welding. OSSC, Section 1701.5.5 and So-tion 1703 Observe the weldini of anv nremtlet er connection-3csigned to resist --�-- — loads and forces required by tilt!OSSC. b Visually inspect floor and roof deck welding. C Visually inspect welded st.:ds when used for structural diaphragm or romlx►site systems. (shear walls) _ d Visua:ly ins xzt welding of stairs and railing systems. -- Check certification of welder;doing work on site -- — f. -- Visually inFlvct the welding of sinds and joist.(part ol'a 1 Obsi"e the welding of spc:ial moment-resisting steel Games,and 9. conduct non-destructive testing required by OSSC,section 1703. tl Observe die welding of reinforcing sl-vi. Category Description of Services Requiovd Ptrivide Hy Yes I No�_ Catcgory� Description of Services_ Requiredd Pravided>3y Yes/No 1. Footings adjacent to slopes steeper than 33-113% OSSC,Section 1806.4 a. Confirm building footings are properly set back from de scendin.-slope �1. 2. Grading OSSC, Section 3309 a. Regular grading [less than 5,000 cu.yds.but considered unusual I • • Requiremenis for engineered grading apply. b. I.ngineered grading [exceeds 5,000 cu.yds.] Submit: 1. Geo-technical engineers report and, 2. a engineering geology report. 3. an as-built grading plan and, 4. a final relvirt prepared by the soils engineer and, 5. the finnl rFp2rt Eepared by the geologist. LC. 3. Fills OSSC, Section 3313 a. Preparation of groune+, fill on slopes exceeding 1 to 5(20%) Includes bench::e and proper -.nnination at the toe of the slop: b. Acceptance of fill materials C. Compaction of fill material to minimum 9(,%of maximum density. 13125 SW I ltoll Blvd,Tigard,OR 97223 1503163911172 FAX 15031 6847297 ruoux�.eri.iNsri.nex ,G r q9' W Sin Conc wl!4 18.In olc 1 3/4" T-9 114" G QA.,vuL A /2 B ACK r-W,c 9'-9 1/4" 9'-3 t/4' 8 in Conc w/05 9.In o/c #4Q 12"ck_ 146rt7. Trp, f 4'-0" 1 3/4" " L-t z t'L&V f_7.o 1 0 -A 51 LA _ i e/4 2'-0' De-Agnef Spied I aH hots., rein) I` Sec Appendw A 2'-0" r-0" oto• SEE 35MM ROLL# 22 FOR LAR- GE DOCUMENT