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Permit
REP e,4*JraZ 2 1407 CITY OF TIGARD MASTER PERMIT 1 ` COMMUNITY DEVELOPMENT Permit #: MST2009 -00122 — 13125 SW H al l Blvd:, Tigard OR 97223- 503-639 4171 Date Issued: 07/01/2009_ - .,. . .. 9 Parcel: 2S102DC00510 Jurisdiction: Tigard Site address: 9115 SW EDGEWOOD ST Subdivision: Lot: 0 Project: Larsen Project Description: Construct (2) separate accessory structures with an open breezeway between. Electnal work to be done at later date 8/21/09. add (2) 200 amp service BUILDING Floor Areas Required Setbacks Required Stories 1 Bedrooms 0 First 0 sf Basement 0 sf Left 5 Parking Spaces. 0 Height 14 Bathrooms 0 Second 0 sf Garage 912 sf Front 0 Smoke Dwelling Units 0 Third 0 sf Right. 5 Detectors No Total sf Value $36,124 00 Rear 5 PLUMBING Sinks 0 Water Closets 0 Washing Mach 0 Laundry Trays 0 Rain Drain 0 Catch Basins: 0 Lavatories. 0 Dishwashers 0 Floor Drains 0 Sewer Lines 0 SF Rain Other Fixtures: 0 Drains 1 Tubs /Showers 0 Garbage Disp. 0 Water Heaters. 0 Water Lines 0 . Bckflw Prevntr 0 MECHANICAL Fuel Types Air Conditioning: N Vent Fans 0 Clothes Dryers 0 Solid Fuel Heat Pump N Hoods 0 Other Units 0 Furn <10OK. 0 Vents 0 Woodstoves 1 Gas Outlets 0 Furn > =100K 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc /Feeders Branch Circuits 1000 sf or less 0 0 -200 amp 2 0 -200 amp 0 W/ Svc or Fdr 0 Ea add! 500 sf 0 20 1 -400 amp 0 201 -400 amp 0 1st W/O Svc /Fdr Limited Energy 401 -600 amp. 0 401 -600 amp 0 Ea add' Br Or 601 -1000 amp 0 601 +amp -1000v 0 1000 +amp /volt 0 ELECTRICAL - RESTRICTED ENERGY SF Residential Audio & Stereo N HVAC N Security Alarm N Vaccuum System N Garage Opener. N All Other N Other Description Ecompasing• N BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: Owner: Contractor: Required Items and Reports (Conditions) LARSEN, PAUL OWNER 9115 SW EDGEWOOD TIGARD, OR 97224 PHONE 503 - 639 -6325 PHONE - FAX Total Fees: $1,306.34 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable law. All work will be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days ATTENTION. Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100 You may obtain a copy of the rules or direct questions to OUNC by calling 503.246 6699 or 1 800 332 2344 Issued B . 'CC-- Permittee Signature: rN "b / C--7-74:,/jr I r1 CITY OF TIGARD MASTER PERMIT il a a ' COMMUNITY DEVELOPMENT Permit #: MST2009-00122 T EGARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 07/01/2009 Parcel: 2S 102 DC00510 Jurisdiction: Tigard Site address: 9115 SW EDGEWOOD ST Subdivision: Lot: 0 Project: Larsen Project Description: Construct (2) separate accessory structures with an open breezeway between. Electrial work to be done at later date. 8/21/09: add (2) 200 amp serviceOdditional sub -panel adde BUILDING Floor Areas Required Setbacks Required Stories: 1 Bedrooms: 0 First: 0 sf Basement: 0 sf Left 5 Parking Spaces: 0 Height: 14 Bathrooms: 0 Second: 0 sf Garage: 912 sf Front: 0 Smoke Dwelling Units: 0 Third: 0 sf Right: 5 Detectors: NO Total: sf Value: $36,124.00 Rear: 5 PLUMBING Sinks: 0 Water Closets: 0 Washing Mach: 0 Laundry Trays: 0 Rain Drain: 0 Catch Basins: 0 Lavatories: 0 Dishwashers: 0 Floor Drains: 0 Sewer Lines: 0 SF Rain Other Fixtures: 0 Tubs /Showers: 0 Garbage Disp: 0 Water Heaters: 0 Water Lines: 0 Drains: 1 Bckflw Prevntr: 0 MECHANICAL Fuel Types Air Conditioning: N Vent Fans: 0 Clothes Dryers: 0 Solid Fuel Heat Pump: N Hoods: 0 Other Units: 0 Fum <100K: 0 Vents: 0 Woodstoves: 1 Gas Outlets: 0 Fum > =100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc/Feeders Branch Circuits 1000 sf or less: 0 0 -200 amp: 3 0 -200 amp: 0 W/ Svc or Fdr: 0 Ea add'I 500 sf: 0 20 1-400 amp: 0 201 -400 amp: 0 1st W/O Svc/Fdr: Limited Energy: 401 -600 amp: 0 401 -600 amp: 0 Ea add! Br Cir: 601 -1000 amp: 0 601 +amp- 1000v: 0 1000 +amp /volt: 0 ELECTRICAL - RESTRICTED ENERGY SF Residential Audio & Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Other: N Other Description: Ecompasing: N BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: Owner: Contractor: Required Items and Reports (Conditions) LARSEN, PAUL OWNER 9115 SW EDGEWOOD TIGARD, OR 97224 PHONE: 503 - 639 -6325 PHONE: FAX: Total Fees: $1,419.12 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100. You may obtain a copy of the rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344. Issued By: f �A� � Perm Signature: h� A n pj T� C .A�C� May 05 10 11:33a Leeann Greason 503 - 359 -1981 p.2 Electrical Permit Application �� ' �' T � '� 0 44 FO OF I. 1_ ∎ ON ' Yr, l Y q -. ,, ° 1 It r.• t% . ,. , u D, .. i . i w { , .l !i - k4. V - w . UtiZ h 4 I }� Received � n ' Q� t � / 2 11 •r • City of Tigard Rh Date/By: . Permit No.: hp < 2 � ° 13125 SW Hall Blvd., Tigard, OR 97223 Plan Review - -∎ 2 Phone: 503.639.4171 Fax: 503.598.NA61 _ 5 2010 Datc/Bv: Other Permit: mow. 11 ' 1 (/ See Pa 1 for `t i GA ^1. D Inspection Line: 503.639.4175 Date Ready/By: y rs (� ge Fa*.*:atr w Internet: www tigard -or goy GARD RD Notified/Metho J Supplemental Information i x ^.R7n► f Wit~ .�. tr ""'ti t 7" , _ U A 3 C " ma to '"•t .Mesta {Xm�'t'5J^*lr- g li" i ii *mg r ` r _ -Y"a *... Q K_% " •ta>• '}''r' ; x..'---.__j...,.,_ i Y 4- �. '- i;3 ,- - -,11 -_ f�' Nr'3.:``' i` --- -, 14 ?.'r�ts0 --1_n _<_-. -:- . o ❑ New construction ® Addition alterat /replacement Please chick all that apply (submit 2 xis of plans wl checked b elox ): ❑ Service or feeder 400 amps or more ❑ Building over Three stories. ❑ Demolition ❑ Other: where the available fault current ❑ Marinas and boatyards. li r� " nC`a . k �F > °., ..x ,' r' . kt .� 3 , _' i r t o w 4} •.` v:e -_ ,. "4.' exceeds 10,000 amps at I SG volts or ❑ Floating buiEdings, less to ground, or exceeds 14,000 ❑ Commercial - use agricultural ® 1- and 2- family dwelling ❑ Commerciai /industrial ❑ Accessory building amps for all other installations. buildings. ❑ Multi -family ❑ Master builder ❑ Other ❑ Fire pump. ❑ Installation of K VA or ;r ri!Tl tt i y '�,.,,,,tk Eye -� tr !. x.� -, v. r _ ,. ^ .. z, z- El Emergency system. larger separately deri.ec system. ?,{ ? i < t .: t .' ;a - & : l.. < _::..w:ti s :,`:e _..'�....�- c s� K ❑ Addit of new motor bad of ❑ .. ., t �., •. _ Job no.: Job site address: 9115 SW Edgewood 1001-1P or more, occupancy. ❑ Six or more residential torus. ❑ Recreational vehicle parks City/State:ZIP: Tigard OR ❑ Health -care facilities. ❑ Supply ti oltase for mere than ❑ Hazardous locatiots. 600 volts nominal. Su ite!bldg./apt. no.: Project name: 1 ❑Service or feeder 600 amps or more. y `Y •7- � i4 11'W4,�.//YZ ,P ir.�M1_Me OS A ^ " , Cross street/directions to job site: Description Qlv. Fir. Tavel New residential single- or multi - family dwelling unit. Includes attached garage. Subdivision: Lot no.: 1,000 sq. ft. or less 168.54 4 Ea. add 500 sq. fi or portion 33.92 1 1 ax map /parcel no.: Limited energy, residential « w . « i N-r ea,a.+►., s s •*w r r • 67.84 2 „t ryWA Ti l t .17 T �--- ' -_'T -. 74 :._ e svr z ..^ r i. • (with above sq. ft.) - - Limited energy, multi - family Install panel in 2°" garage - add to permit # MST2009 -00122 residential (with above sq. ft.) 67.84 2 Services or feeders installation. alteration, and /or relocation 200 amps or less 1 100.70 At 2 sr ^ n q•- tr yrr , A so rr �^a s fir a a . r _ " 7 ism--�•^ k'r r C i a,.t; c _ . : E ` 3, ' = ' r x 7 201 amps to 400 amps 133.56 2 ii ..rr2w aria:r" ZI'l. fi lac:. -_cl s.t:._. ?.4r_ ,r...,'°'. .__.z _ >w r � ,:.... a .,. _ ( ,. p p Name: Paul Larson 401 amps to 600 amps 200.34 2 601 amps to 1,000 amps 301.04 j 2 .Address: 9115 SW Edgewood Over 1,000 amps or volts 55226 I 2 City /StaielZlP: Tigard, OR 97223 Temporary services or feeders installation, alteration, and /or relocation Phone: (503) 442 -2027 Fax: ( ) 200 amps or less 59.36 i Owner installation: This installation is being made on property that I own which is not 201 amps to 400 amps 125.08 2 intended for sale, lease, rent, or exchange, according to ORS 447, 449, 670, and 701. 401 amps to 599 amps I 168.54 2 Branch circuits - new, alteration, or extension, per panel Owner signature: Date: A. Fee for branch circuits with k • any 1- 1 1417 n 415 '� - P ' , e; 't above service or feeder fee, .cwt" , gt:i ca. ie- iF r._.::te. 1._s e , 4ant -a6rF S is ri. r. ,. 7.42 2 each branch circuit Business name: B. Fee for branch circuits without service or feeder fee, Contact name: 56. lA ? • first branch circuit Address: Each add'1 branch circuit 7.42 2 Miscellaneous (service or feeder not included) CityiState /ZIP: Each manufactured or modular dwelling, service andlor feeder 67.84 2 Phone: ( ) I Fax: : ( ) Reconnect only 67.84 2 E -mail: Pump or irrigation circle 67.84 2 S , ti r a �,` , . Sign or outtine lighting 67.84 2 L, . wP.w "" __.,•�.c ia-sza., =?,� u�t.« -+ .,. c..... :r.= ? LK Signal circuit(s) or limited- Business name: A 3 Electric, Inc & energy panel, alteration, or Address: PO Box 330 extension. Describe: Page 2 2 City/State/ZIP: Forest Grove, OR 97116 Each additional inspection over allowable in any of the above Per inspection 1 66.25 4644. Phone: (503) 359 -5891 Fax: (503) 359 -1981 Investigation per hour (1 h min) • 6 CCB Lic.: 959 Electrical Lic.: 34-1c Suprv. Lic.: 5055s Industrial plant per hour 78.18 �d6r �- [ti! ! ....--2::,6 ./ .f,:- r . � J t I se j � i, i 1 Suprv. Electrician signature, required: ')s" s ' y C �/ Subtotal. 66'29 Print name: Anthony Wilson Date: 514/10 Plan review (25% of permit feel: State surcharge (12% of permit fee): ,n-97- Authorized signature: TOTAL PERMIT FEE: ,344-- j n This permit application expires if a permit is not obtained within 180 Print name: Date: days after it has been accepted as complete. Number of inspections allowed per permit 1 ` auireing \PermitstELC- Perm!tApp.coc 10/C1/05 440- 4615T(1 Iit5 /COM/V.'EB This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. q ill is UM EI ING '1 IvSIGN e TIGAItlD TRANSMITTAL LETTER a TO: Dan Nelson DATE RECEIVED: DEPT: BUILDING DIVISION tg. k 4 n FEB . • `'4 1, 0 wf �a,rJ FROM: Paul Larsen COMPANY: Homer Owner'_ ,i' ". i; ,,.' 'q+ °;N. PHONE: 503 6396325 Cell 5034422027 By: RE: 9115 S.W. Edgewood St 97223 /Vf 7 ae f - 00/ 2 Z (Site Address) (Permit/Case Number) Shop and Garage p‘,0 t f=\? :> (Project name or subdivision name and lot number) ?� ATTACHE 11‘ ARE THE FOLLOWING ITEMS: --aVV3 Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor /roof framing. Basement and retaining walls. x Beam calculations. Engineer's calculations. Other (explain): REMARKS: Mst 200900122 Would like to up grade from2 "x14 "x22' to 5 -1/8 "x13'- 1 /2 "x22' laminated beam on22'x24'Shop On 16'x24' Garage Would like to up grade from2 "x14 "x16' to5 -1/8 "x14'- 3 /4 "x16' FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: $ $ $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: Aug 20 09 11:25a Leeann Greason 503-359-1981 p.2 - • Electrical Permit Apolication FOR OFFICE USE ONLY - ,,,, City of Tigard RECEIVED Reccived riff' -''' 4 ,4 Permit No.:i 0 ? —110 / I li .'' 41 13125 SW Hall Blvd., Tignrd, OR 97223 Plan R ' Phone: 503.639.4171 Fax: 503.598.1960 AL1G 2 0 2009 Dal - Other Permit: - - - 7 iz .., 1 .. ) Inspection Line: 503.639 .41 Date Ready/By: .0. EH See Page 2 for Internet www.tigard r NctificritMethod: P.- Supplartental Information t 0 f - • ' - - • ' ' '' ,-. - .'": TYPX OF w • t' L ' c • - - ^ . - : . - :.gifrkiit*:.,,:i - — ED New construction OAddition/alterato rep t Please clerk all that apcdy (submit 2 sets of plans whiems checked below): a Service 4X feeder 400 amps or more 0 Building over three stories. 0 Demolition 0 Other: What dbe avaxiable faun current 0 Marinas and boatyards. -. -- , - ':.-.CATEGORY OF .„ .. . : . exceeds 10,000 amps at 150 volts or a Floating bit/Wings. . „_ , less to ground. or exceeds 14,000 0 C,rannvercEst-ose agricultural \ pi 1- and 2-family dwelling 0 Commercial/industrial 0 Accessory building amps for all other installatiores. wadin 0 Multi-family 0 Master builder 0 Other: Dike pump. 0 Installation of 75 KVA or 0 CI Enurgency syslan. larger separately derived system, .1,6 : 0YE " .*FORL4AboiNi; AND •. LOCATION ,:. ... — '''' '" -- : - • 0 Addition of new motor load of a "A''', "E''', "1-2 "i-3", occupancy. Job no.: Job site address: c., 0 I or more residential units. a Recreational vehicle parks. CitylState/ZIP:- C`) c''''.7.\--:,-3---t-?:•- 0 Pleatth-care facilities. DS voltage for more than 0 liazardnus locations. 600 votts nominal. Suite/bldg./apt. no.: Project name: El Seltrice or fooder 600 amps or more. .-...- -- - .. S : Cross street/directions to job site: Description Qty. l Fee. I Total I • New residential single or multi-family dwelling unit. Includes attached garage. Subdivision: I Lot no.: 1,000 sq. IL or less 145.15 4 Ea. add'l 500 sq. fL or portion 33.40 1 Tax map/parcel no.: - crimpy, residential 7 ,7-7, 7 , - ;a5 ' ,74L . 4"..", .; bkgotalliri: 'WO - - -• - - _ - _•• -• , • . • : (with above sq_ ft) 75.00 2 ----_,. Limited energy, multi-family 75.00 2 ■._....'C■C '''-,c ., ----:. 'Z'' (.._ '.--) residential (with above sq. 11.) - Services or feeders installation, alteration, and/or relocation 200 amps or less "-...,, 80.30 , s .--: 2 - - I71-....PROPEROIZ ' - ., . 0_ TENANT- • - 201 amps to 400 amps 106.85 2 401 amps 10 600 amps 160.60 2 Name "..---,>-., N -- c. --_--- -- - - -,-- . 601 amps to 1,000 amps 240.60 2 : Address: Over 1,000 amps or volts 454.65 2 Temporary services or feeders installation, alteration, and/or City/State/ZIP: relocation Phone: ( ) Fax: ( ) 200 amps or less 66.85 1 . ' Owner installation: This installation is being made on property that I own which not 201 amps In 400 amps 10030 2 intended for sale, lease, rent, or exchange, according to ORS 447, 449, 670, and 7131_ 401 amps to 599 amps 133.75 2 Branch circuits- new, alteration. or extension, ocr panel Owner signature: Date: A. Fee for branch circuits with 0.APPLVANT y - 7 - I - - - U. -CONTACT PERScnsr above service or feeder fee, 6.65 2 each branch circuit Business name: • . B. Fee for branch circuits without service or feeder fee, Contact name: first branch circuit 46.85 2 Address: Each actin brands circuit 6.65 2 Miscellaneous (service or feeder not included) City/State/ZIP: Each manufactured or modular 90.90 2 dwelling, service and/or feeder Phone: ( ) I Fax: : ( ) , Reconnect only 66.85 2 E-mail: • Pump or irrigation circle 53.40 2 , ''.• --':-_,• --•::::11 - - . , ..e "" OitsnrAAertigt: '-'-- ,- - - - :- ---.=. - '_ i" . Sign or outline lighting 5340 2 - Signal circuit(s) or limited- Business name: A&I Electric energy panel, alteration, or Address: PO Box 0 extension. Describe: Page 2 2 . 33 • City/Slate/ZIP: Forest Grove, OR 97116 Each additional inspection over allowable in an of the above , Per inspection 62.50 Phone: (503) 359-5891 I Fax: (503)359-1981 7 , Investigation per hour 0 hr min) 6150 " CCB Lie.: 959 -- Electrical Lie.: 34 V Suprv. Lie.: 5055S Industrial plant per hour 73.75 ■• — .--'-- . 3;i : . -"."' --- Suprv. Electrician signature, required: •,-------. ..... ...... ,.../, Subtotal: " on Dale: nil'-‘`-pk?'N Plan review (25%of permit fee): Print name: Tony Wilson surcharge (12% of permit fee): jq 0 42 Authorized signature: . TOTAL PERMIT FEE: &V This permit epidemic. expirer if a permit is not obtained within 180 Print name: I Date: days after it has twee accepted as complete. • Number of inspections allowed per permit. l'Ou il d ing‘ParansiELC doc 0512306 440-4615TO 1105/COMMEB ETII y CITY OF TIGARD MASTER PERMIT - COMMUNITY DEVELOPMENT Permit #: MST2009 -00122 Date Issued: - 07/01/2009 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503 639 4171 Parcel: 2S102DC00510 Jurisdiction: Tigard Site address: 9115 SW EDGEWOOD ST Subdivision: Lot: 0 Project: Larsen Project Description: Construct (2) separate accessory structures with an open breezeway between Electrial work to be done at later date BUILDING Floor Areas Required Setbacks Required Stories 1 Bedrooms 0 First 0 sf Basement 0 sf Left 5 Parking Spaces' 0 Height 14 Bathrooms 0 Second 0 sf Garage 912 sf Front 0 Smoke Dwelling Units 0 Third 0 sf Right 5 Detectors NO Total sf Value $36,124 00 Rear 5 PLUMBING Sinks 0 Water Closets 0 Washing Mach 0 Laundry Trays 0 Rain Drain 0 Catch Basins 0 Lavatories 0 Dishwashers 0 Floor Drains 0 Sewer Lines' 0 SF Rain Other Fixtures 0 Tubs /Showers 0 Garbage Disp 0 Water Heaters 0 Water Lines 0 Drains 1 Bckflw Prevntr 0 MECHANICAL Fuel Types Air Conditioning N Vent Fans 0 Clothes Dryers 0 Solid Fuel Heat Pump' N Hoods 0 Other Units 0 Furn<100K 0 Vents 0 Woodstoves 1 Gas Outlets 0 Furn > =100K 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc /Feeders Branch Circuits 1000 sf or less 0 0 -200 amp, 0 0 -200 amp 0 W/ Svc or Fdr 0 Ea add'I 500 sf 0 20 1 -400 amp 0 201 -400 amp 0 1st W/O Svc /Fdr Limited Energy 401 -600 amp, 0 401 -600 amp 0 Ea add'l Br Cir 601 -1000 amp 0 601 +amp -1000v 0 1000 +amp /volt 0 ELECTRICAL - RESTRICTED ENERGY SF Residential Audio & Stereo N HVAC N Security Alarm N Vaccuum System N Garage Opener N All Other. N Other Description Ecompasing N BUILDING INFO Class of Work Type of Use: Type of Constr: Occupancy Group. Square Feet: Owner: Contractor: Required Items and Reports (Conditions) LARSEN, PAUL ANDREW AND OWNER LORI MEG, 9115 SW EDGEWOOD TIGARD, OR 97224 PHONE PHONE FAX Total Fees: $1,001.47 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and all other applicable law All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days ATTENTION Oregon law requires you to follow the rules adopted by the Oregon Utility Notifi on Center Those rui9s are set forth in OAR 952 - 001 -0010 throu OAR 952 - 001 -0100 You may obtain a copy of the rules or direct questions to OUNC by callin 5 3 24 6199 6 00 3 2344 Issued By: ' ,,..__ _CX U-Yk � ii Q A,(` Permittee Signature: d / dc-'1-0 / 1 RE C r Property Owner Statement JUN 4 Regarding Construction Responsibilities L,ITY OF TIGARD Oregon Law requires residential construction permit applicants who are not licens "' ,, [1 � v /d.. WIJI L ISION Construction Contractors Board to sign the following statement before a building permit it can be issued. (ORS 701.055 (4)) This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed architect and engineer applicants, exempt from licensing under ORS 701.010 (7), need not submit this statement. This statement will be filed with the permit. Please check the appropriate box: I own, reside in, or will reside in the completed structure and my general contractor is: Name CCB# Expiration Date I will inform my general contractor that all subcontractors who work on the structure must be licensed with the Construction Contractors Board. or ;. I will be performing work on property I own, a residence that I reside in, or a residence that I will reside in. If I hire subcontractors, I will hire only subcontractors licensed with the Construction Contractors Board. If I change my mind and hire a general contractor, I will select a contractor who is licensed with the CCB and will immediately give the name of the contractor to the office issuing this Building Permit. I have read and understand the Information Notice to Homeowners About Construction Responsibilities, and I hereby certify that the information on this homeowner statement is true and accurate. P A) i., 4 ame .f Perm pplicant Signature of Permit Applicant •.11111' Date • Permit #: H 51 ac,o 00 / P.'f, of Address: I I I bu3 C.-*N to b l 6-Lb Issued by: I Date: - 7 • 1 . O This Copy for Permit Offices 1 -+lBulil ing Permit Application Residential , FOR OFFICE USE ONLY . ��9 City of Tigard Date/B ' / Permit No. ■ i/ 40,- X22 q 13125 SW Hall Blvd , Tigard, OR 97223 Plan Reviewi 4 1i I r _ _ _ _ _ " __ _ /, a Other Penmt - – Phone. 503 - 639 4171 "Fax 503 - 598 1960 — Date/13y IF �L�1 T IGARD Inspection Line' 503 639 4175 JUN 012009 Date Read /B , Jur ® See Page 2 for Internet www tigard- or .gov Noufi hod /�A Supplemental Information ral CIF TIGARD ,hl pop' rc-L.i TYPE OF W DIVISION REQUIRED DATA: 1- AND 2- FAMILY DWELLING , ❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ❑ Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the C ATEGORY OF CONSTRUCTION work indicated on this application. ❑ 1- and 2-family dwelling Valuation: $ 34 /A9. " y g ❑ Commercial /industrial ! ❑ Accessory building ❑ Multi- family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 9 i t 5 5� F6t Je L0000l New dwelling area: square feet City /State /ZIP: i 1 ' ( -- -k / n p C - , 3 Garage /carport area: 94,2 square feet Suite/bldg. /apt. no.: J � Project name: Covered porch area: square feet Cross street/directions to job site: {-I e'l– O riNC.A.ra Deck area: square feet fk L000A lS Of ( iii -.0,tom Other structure area: square feet •l REQUIRED DATA: °COMMERCIAL -USE CHECKLIST Subdivision: I Lot no.: Permit fees* are based on the value of the work performed. Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK' work indicated on this application. \ n fC � Valuation: $ J Existing building area: square feet New building area: square feet 0 PROPERTY OWNER ❑ TENANT Number of stories: Name: -p„, -- r.5 E i r 1 Type of construction: Address: CI (I $ (_,3 FalicuaDOd Occupancy groups: City /State /ZIP: t !'O� j 0 a 9 7.. 3 Existing: Phone: (5()3) 639 _1=3, Fax: ( ) New: ® APPLICANT IN CONTACT PERSON NOTICE Business name: All contractors and subcontractors are required to be Contact name:�l �U�(`S�.✓� licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: (Z a YIe) jurisdiction in which work is being performed. If the City /State /ZIP: / applicant is exempt from licensing, the following reasons apply: Phone: ( ) I Fax:: ( ) E -mail: CONTRACTOR Business name: Caw BUILDING PERMIT FEES* (Please refer to fee schedule) Address: A66 , 3 Structural plan review fee (or deposit): City /State /ZIP: Phone: ( ) Fax: ( ) FLS plan review fee (if applicable): CCB lic.: Total fees due upon application: C' Amount received: �D , a 3 Authorized signature: ' This permit application expires if a permit is not obtained a Z / within 180 days after it has been accepted as complete. Print name: ?)„ / A - a Datc: / _ Cy * Fee methodology set by Tri- County Building Industry ' 111111 Service Board 1' \Building \Permits \BUP -RES PermrtApp doc 11/6/07 440- 4613T(l 1/02 /COM/WEB) Building Permit Application Checklist O One- and Two-Family Dwelling FOR' y w g ; OF.FICE USE ONLY � \ City of Tigard Received Permit No I iii a 13125 SW Hall Blvd , Tigard, OR 97223 Date /By 2 Phone. 503 639 4171 Fax 503 598 1960 Associated permits T1 GARD 24- Hour Inspection Line 503 639 4175 E] Electrical CI Plumbing ❑ Mechanical Internet www tigard -or gov ❑ Other "' T ITEMS ARE REQUIRED FOR:PLAN,REVIEW •Yes - No N /A• 1 Land use actions completed. See jurisdiction criteria for concurrent reviews. ❑ ❑ ❑ 2 Zoning. Flood plain, solar balance points, seismic soils designation, historic district, etc. ❑ ❑ ❑ 3 Verification of approved plat/lot. ❑ ❑ ❑ - 4 Fire district approval required. Name of district: . ❑ ❑ ❑ - 5 Septic system permit or authorization for remodel. Existing system capacity . ❑ ❑ ❑ 6 Sewer permit. ❑ ❑ ❑ 7 Water district approval. ❑ ❑ ❑ 8 Soils report. Must carry original applicable stamp and signature on file or with application. ❑ ❑ ❑ 9 Erosion control ❑ plan ['permit required. Include drainage -way protection, silt fence design and location of catch- ❑ ❑ ❑ basin protection, etc. 10 3 Complete sets of legible plans. Must be drawn to scale, showing conformance to applicable local and state ❑ ❑ ❑ building codes. Lateral design details and connections must be incorporated into the plans or on a separate full -size sheet attached to the plans with cross references between plan location and details. Plan review cannot be completed if copyright violations exist. 11 Site /plot plan drawn to scale. The plan must show lot and building setback dimensions; property corner elevations (if ❑ ❑ ❑ there is more than a 4 -ft. elevation differential, plan must show contour lines at 2 -ft. intervals); location of easements and driveway; footprint of structure (including decks); location of wells /septic systems; utility locations; direction indicator; lot area; building coverage area; percentage of coverage; impervious area; existing structures on site; and surface drainage. 12 Foundation plan. Show dimensions, anchor bolts, any hold -downs and reinforcing pads, connection details, vent size ❑ ❑ ❑ and location. 13 Floor plans. Show all dimensions, room identification, window size, location of smoke detectors, water heater, ❑ ❑ ❑ furnace, ventilation fans, plumbing fixtures, balconies and decks 30 inches above trade, etc. 14 Cross section(s) and details. Show all framing- member sizes and spacing such as floor beams, headers, joists, sub- ❑ ❑ ❑ floor, wall construction, roof construction. More than one cross section may be required to clearly portray construction. Show details of all wall and roof sheathing, roofing, roof slope, ceiling height, siding material, footings and foundation, stairs, fireplace construction, thermal insulation, etc. - 15 Elevation views. Provide elevations for new construction; minimum of two elevations for additions and remodels. ❑ ❑ ❑ Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope. Full -size sheet addendums showing foundation elevations with cross references are acceptable. 16 Wall bracing (prescriptive path) and /or lateral analysis plans. Must indicate details and locations; for non- ❑ ❑ ❑ prescriptive path analysis provide specifications and calculations to engineering standards. 17 Floor /roof framing. Provide plans for all floors /roof assemblies, indicating member sizing, spacing, and bearing ❑ ❑ ❑ locations. Show attic ventilation. 18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered ❑ ❑ ❑ systems, see item 22, "Engineer's calculations." 19 Beam calculations. Provide two sets of calculations using current code design values for all beams and multiple joists ❑ ❑ ❑ over 10 feet long and /or any beam/joist carrying a non - uniform load. 20 Manufactured floor /roof truss design details. ❑ ❑ ❑ 21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas - piping schematic is required ❑ ❑ ❑ for four or more appliances. 22 Engineer's calculations. When required or provided, (i.e., shear wall, roof truss) shall be stamped by an engineer or ❑ ❑ ❑ architect licensed in Oregon and shall be shown to be applicable to the project under review. JURISDICT IONAL SPECIFICS • . 23 Five - site plans are required for Item 11 above. Site plans must be 8 -1/2" x 11" or 11" x 17 ". ❑ ❑ . ❑ 24 Two (2) sets each are required for Items 16, 19, 20 and 22 above. ❑ ❑ ❑ 25 Building plans shall not contain red lines or tape -ons. "Mirrored" building plans will not be accepted. ❑ ❑ 0 26 "Reversed" building plans must meet criteria outlined in the Permit & System Development Fees document. ❑ ❑ ❑ 27 "Drawn to scale" indicates standard architect or engineer scale. ❑ ❑ ❑ - 28 Site plan to include tree size, type and location per approved project street tree plan (if applicable), and City of Tigard ❑ ❑ ❑ Street Tree List. 29 Site plan to include trees and tree protection measures as required by conditions of approval. Tree locations, driplines, ❑ ❑ ❑ and protection measures must be drawn to scale and accompanied by the project arborist's signature of approval. 30 A Clean Water Services' Sensitive Area Pre - Screening Site Assessment form is required for all building additions, ❑ ❑ ❑ including decks, patio covers (over non - impervious surface) and accessory structures to existing residential dwellings on a lot of record approved prior to September 9, 1995. I \ Buddmg\Permts \BUP- RES- PermitApp doc 03/21/06 440- 4613T(11/02/COM /WEB) �/� t, _ , 'MechAnical Permit A pi ti folQOS FOR OFFICE USE ONLY `J g , A Date/By t� I d t167 00 2„,-a9/ City of Tigard J D Penult No ° 13125 SW Hall Blvd Tigard O 72231��r° J r Plan Review Phone' 503 639 4171 Fax ta 98 196` l \Sl DateBy Other Permit 'T I G A RD Inspection Line. 503 639 41i75310® \N Date Ready/By turns ® See Page 2 for - - ' " - Internet www tigard= orgov' - Notified/Method Supplemental Information ' 'TYPE OF W ORK -'1.,,1 - -__ n ` COMMERCIAL . FEE *• 2 USE CHECKLIST' El New construction ID Addition /alteration /replacement Mechanical permit fees* are based on the value of the work performed Indicate the value (rounded to the nearest dollar) of all ❑ Demolition ❑ Other: mechanical materials, equipment, labor, overhead, and profit ' ° s " - . • ` - CATEGORY OF CONSTRUCTION.,. , ' . = a _ ` „ „ , Value $ 1- an d 2-family dwelling RESIDENTIAL EQUIPMENT/ SYSTEMS;FEES * " Q ii y g ❑ C ommercial /industrial ❑ Accessory building For special information use checklist ❑ Multi- family ❑ Master builder ❑ Other: Description Qty. Ea Total ,1: ; , :. JOB "SITE INFORMATION ANT)' LOCATION - . - . ' n . Heating/cooling Air conditioning Job site address: CI l i S 3 FA, V� �060d heat pump J (requires site plan showing placement) 14 00 City /State /ZIP: " e a ta d , n e_ r � 3 Furnace 100,000 BTU (ducts /vents) 14 00 Furnace 100,000+ BTU (ducts /vents) 17 90 Suite/bldg. /apt. no.: Project name: Gas heat pump 14 00 Cross street/directions to job site: -{ t °1-. Q ,yAra Duct work 10 00 Hydronic hot water system 14 00 _____ c 060k (S I ! Ott Y Y) Y- Cal Residential boiler (radiator or .J hydronic) 14 00 Unit heaters (fuel -type, not electric), in -wall, in -duct, suspended, etc 14 00 Flue /vent for any of above 6 80 Subdivision: Lot no.: Other 10.00 Tax map /parcel no.: Other fuel appliances DESCRIPTION OF WORK - - Water heater 10 00 ., Gas fireplace 10 00 (----c), - ,-A--x:), '] Flue vent for water heater or gas t fireplace 10 00 Log lighter (gas) 10 00 Wood /pellet stove / 10 00 Wood fireplace /insert 10 00 Chimney /liner /flue /vent 10 00 - ®„ PROPERTY OWNER : ' ` 0 TENANT = - Other 10 00 Name: p t a li L(J.r se. r Environmental exhaust and ventilation Range hood /other kitchen Address: ex [ 16j t� � Far( r Ca(ok equipment 10 00 City /State /ZIP: 1 1 Ary l /� GI 7 Z2 .3 Clothes dryer exhaust 10 00 , ( Single -duct exhaust (bathrooms, Phone: (503) (, q — 6. Fax: ( ) toilet compartments, utility rooms) 6.80 ' , ; j' •APPLICANT, : .. ®„ CONTACT PERSON Attic /crawlspace fans 10 00 Other 10 00 Business name: Fuel piping Contact name: -Pt!il..kA ( P , �.c rS irN $5.40 for first four; $1.00 for each additional Furnace, etc. Address: C SCKry\C Gas heat pump City /State /ZIP: Wall /suspended/unit heater Phone: ( ) Fax:: ( ) Water heater Fireplace E -mail: Range : CONTRACTOR" Barbecue Clothes dryer (gas) Business name: Other Address: MECHANICAL, PERMIT FEES* , City /State /ZIP: Subtotal Minimum permit fee ($72.50) Phone: ( ) Fax: ( ) Plan review (25% of permit fee) CCB lie.: State surcharge (12% of permit fee) TOTAL PERMIT FEE Authorized si nature' C1 This permit application expires if a permit is not obtained within 180 g days after it has been accepted as complete. Print name: ? r v - 7 ! L � ��� Date: / _ l- ® g * Fee methodology set by Tn- County Building Industry Service Board 1 \Building \Permits \MEC- PermitApp doc 01/19/07 440 -4617T (1 l /02 /COM /WEB) Mechanical Permit Application - City of Tigard Page 2 - Supplemental Information Commercial Fee Schedule: Total,Valuation: PermitFee:'� � $1.00 to $2,000.00 Minimum fee $72.50 $2,001.00 to $5,000.00 $72.50 for the first $2,000.00 and $2.30 for each additional $100.00 or fraction thereof, to and including $5,000.00. $5,001.00 to $10,000.00 $141.50 for the first $5,000.00 and $1.80 for each additional $100.00 or fraction thereof, to and including $10,000.00. $10,001.00 to $50,000.00 $231.50 for the first $10,000.00 and $1.35 for each additional $100.00 or fraction thereof, to and including $50,000.00. $50,001.00 to $100,000.00 $771.50 for the first $50,000.00 and $1.25 for each additional $100.00 or fraction thereof, to and including $100,000.00. $100,000.01 and up $1,396.50 for the first $100,000.00 and $1.10 for each additional $100.00 or fraction thereof. Note: All new commercial buildings require 2 sets of plans. I \Building \Permits \MEC- PermitApp doe 01/19/07 2 ''JPli riibing Permit Ap , i ai io ii N Building Fixtures ton :OFFICE < - USE 'ONLY ® 2 (309 Received City of Tigard Date /By CQ f l d 9 Permit No'01 7_6)0 42 i q 13125 SW Hall Blvd , Tigard �t� � 7223 int [i b ° Plan Review _ - -- ' . 0 : • Phone 503"639 - Fax, °A 503.598 1.3 cc (� Date/By. Other Permit No T I GA RD Inspection Line' 503 639 ` 78�pI�]G � tl l47ly� Date Ready /By ions ® See Page 2 for Internet www tigard -or Or Notified/Method Supplemental Information TYPE OF WORK `. .. .� d a" t - . F SCHEDULE - . a ❑ New construction 6 D a " emoliti a t `' on` ' .' 1 ; i For special information use checklist Description Qty I Ea Total ❑ Addition/alteration/replacement ❑ Other: New 1 - 2 - family dwellings (includes 100 ft for each utility connection) .. . " 4_. , " u >° ,CATEGORY OE O C ONSTRUCTION ', � . -. ', _ SFR (1) bath 249 20 ❑ 1- and 2- family dwelling ❑ Commercial /industrial SFR (2) bath 350 00 ❑ Accessory building ❑ Multi - family SFR (3) bath 399 00 I=1 Master builder Each additional bath/kitchen 45 00 ❑ Other: Fire sprinkler ( sq ft) Page 2 ., ; "., N J O B " SITE` INFORMATION 'AND LOCATIO ` ,:',,_.. . t .. � :,,z, Site utilities Job site address: C� ( - 1 5 3 E e Low �%\ Catch basin or area drain 16 60 City /State /ZIP: " [ ; ` C r ,� / �, e 4 7 �a3 Drywell, leach line, or trench drain 16 60 Suite/bldg./apt. no.: �° Project name: Footing drain (no linear ft _ ) Page 2 Manufactured home utilities 110 00 Cross street/directions to job site: t -U�1 \ --.4-- (n�kCd Manholes 16 60 Ect AE 5CtDG\ ,5 D 0 r'(\(9,t Rain drain connector 16 60 �j Sanitary sewer (no linear ft ) Page 2 Storm sewer (no linear ft '7Q) Page 2 4 ,5 - 5 .Ce Subdivision: Lot no.: Water service (no linear ft ) Page 2 Fixture or item Tax map /parcel no.: Absorption valve 16.60 ' ° DESCRIPTION OF _WORK. ,`.,` :, Backflow preventer Page 2 — ea. Cr. — S Y x } p Backwater valve 16 60 Clothes washer 16 60 Dishwasher 16 60 OWNER ®, `PROPERTY. .: "''" d Drinking fountain 16 60 ° CI TNANT< Ejectors /sump 16 60 Name: o. tom A t L__61. r --i<= Expansion tank 16 60 Address: q ('r ,.u3 f tT 01, Fixture/sewer cap 16 60 City /State /ZIP: J NA / ( q -a a Floor drain /floor sink/hub 16 60 — Phone: ( Fax: Garbage disposal 16 60 3) ` � 3 °�� ( ) Hose bib f 16 60 /(pt lPd ' N APPLICANT , ', _ " ` [K].,' CONTACT PERSON - Ice maker 16 60 Business name: Interceptor /grease trap 16 60 Contact name: .pclu1`1 L._,Lrse h Medical gas (value: $ ) Page 2 Address: ( & mC> Primer 16.60 City /State /ZIP: Roof drain (commercial) 16 60 Phone: ( ) Fax:: ( ) Sink/basin/lavatory 16 60 Tub /shower /shower pan 16 60 E -mail: Urinal 16 60 ` - , - „,; . ”` CONTRACTOR .. , _ ' Water closet 16.60 Business name: 6GO f�'F r2. Water heater 16 60 Address: Other City /State /ZIP: Subtotal Minimum permit fee: $72 50 Phone: ( ) Fax: ( ) Residential backflow minimum permit fee $36 25 CCB Lie.: Plu ing Lic. no.: Plan review (25% of permit fee) State surcharge (12% of permit fee) Authorized signature: / .6fit TOTAL PERMIT FEE Print name: ...".: / Date: . A • This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. *Fee methodology set by Tn-County Building industry Service Board I \Buddmg\Permns\PLMF- PermitApp doc 12/27/06 440- 4616T(10 /02 /COM/WEB) Plumbing Permit Application - City of Tigard Page 2 - Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities;"' Qty Fee (ea) ti, Total, Square Footage: : • ' Permit Fee:` , . ' Footing drain - l ` 100' 55 00 0 to 2,000 $115 00 Footing drain - each additional 100' 46 40 2,001 to 3,600 $160 00 3,601 to 7,200 $220 00 Sewer - 1st 100' 55 00 7,201 and greater $309 00 Sewer - each additional 100' 46 40 Water Service - 1st 100' 55 00 Medical Gas Systems: Water Service - each additional 100' 46.40 , - Storm &Ram Drain - 1st 100' 55 00 Valuation:, Permit Fee: $1 00 to $5,000 00 Minimum fee $72 50 Storm & Rain Drain - each additional 100' 46 40 $5,001 00 to $10,000 00 $72 50 for the first $5,000 00 and $1 52 for each Qty. Fee (ea). Total additional $100 00 or fraction thereof, to and FYXture Ol' ItCffi including $10,000 00 Commercial Back Flow Prevention Device 46 40 $10,001 00 to $25,000 00 $148 50 for the first $10,000 00 and $1 54 for Residential Backflow Prevention Device each additional $100 00 or fraction thereof, to (minimum permit fee $36 25) 27 55 and including $25,000 00 Rain Drain, single family dwelling 65 25 $25,001 00 to $50,000 00 $379 50 for the first $25,000 00 and $1 45 for each additional $100 00 or fraction thereof, to Inspection of existing plumbing or and including $50,000 00 specially requested inspections - per hour 72 50 first Subtotal: $50,001 00 and up $742 00 for the e first $50,000 00 and $1 20 for each additional $100 00 or fraction thereof Commercial Fixture Work: .Plan Review for Plumbing Installations - Are you capping, adding or replacing fixtures? If "yes ", Plan review is required for any of the following. please indicate work performed by fixture. Failure to Please check all that apply. accurately report fixtures could result in increased sewer fees ❑ Any new commercial building with water service 2" and Quantity by (Fixture) Work Performed greater, except systems designed and stamped by licensed Fixture Type: ' . Replace engineer. Previous Capped Added ' Existing ❑ New exterior plumbing site utilities for any complex structure Baptistry/Font as defined in OAR918- 780 -0040. Bath - Tub /Shower ❑ Medical gas and vacuum systems for health care facilities- - Jacuzzi /Whirlpool ❑ Any multipurpose fire sprinkler system. Car Wash -Each Stall ❑ Any complex structure as defined in OAR918 780 - 0040. -Drive Thru Cuspidor /Water Aspirator Submit 2 sets of plans with any of the above. Dishwasher - Commercial - Domestic Drinking Fountain . Isometric'or Riser - Diagram - Eye Wash ❑ Isometric or riser diagram is required for new buildings Floor Drain/sink - 2" that meet the qualifications above. -3 -4" Car Wash Drain Garbage -Domestic Comments regarding fixture work: Disposal - Commercial - Industrial Ice Mach /Refrig Drains Oil Separator (Gas Station) Rec Vehicle Dump Station Shower -Gang -Stall Sink - Bar /Lavatory - Bradley *Note: If the fixture work under this permit results in an - Commercial increase of sewer EDUs, a sewer permit will be issued and - Service fees assessed for the sewer increase must be paid before the Swimming Pool Filter plumbing permit can be issued. Washer - Clothes Water Extractor Water Closet - Toilet Urinal Other Fixtures \Bmldmg\Permns \PLM- Perm0App doe 12/27/06 , � EI r Elearival Permit Appliep tion / FOR OFFICE USE.ONLY IN , City of Tigard JUN ®1 2009 Received / D 9 Pennit No h7-rg6109- aoh9-..v.- ®' 13125 SW Hall Blvd., Tigard, OR 97223 Plan Review _ j ' Phone 503 639 4171 Fax 50 1960' TIGARD Date /By Other Permit Inspection Line 503 639 4175 U . y�' Date Ready /By runs ® See Page 2 for __ TIGARD . _ Internet: www tigard -or gov BUILDING DIVISION- Notified /Method Supplemental Information ' -'TYPE O F WORK ` , - - .' ' 1 ' , , ... PLAN REVIEW" , . ,. ' ❑ New construction ❑ Addition /alteration /replacement Please check all that apply (submit 2 sets of plans w /items checked below) ❑ Service or feeder 400 amps or more ❑ Building over three stories ❑ Demolition ❑ Other: where the available fault current ❑ Marinas and boatyards ° " excee 10,000 amps at 150 volts or ❑ Floating buildings �� �' - - � CATEGORY CONSTRUCTION.: ' ;� � ° - p g - ` " ' ° less to ground, or exceeds 14,000 ❑ Commercial -use agricultural ❑ 1- and 2- family dwelling ❑ Commercial /industrial ❑ Accessory building amps for all other installations buildings ❑ Multi - family ❑ Master builder ❑ Other: ❑ Fire pump ❑ Installation of 75 KVA or ❑ Emergency system larger separately derived system ',' JOB,' SITE INFORMATION AND LOCATION _ :' _ ' :;.:'. ,- ❑ Addition of new motor load of ❑ "A ", "E ", "1 -2 ", "1 -3 ", Job no.: Job site address: q I t 5 5 uJ Ec9 e �C ❑ Six ' or more occupancy o or r more e residential units ❑ Recreational eational vehicle parks City /State /ZIP: C r ❑ Health -care facilities ❑ Supply voltage for more than ■ Y ,�S __ `' �' � l L (I (�t t t � q 7??_) ❑ Hazardous locations 600 volts nominal Suite /bldg. /apt. no.: Project name: J ❑ Service or feeder 600 amps or more ;, r ,;,., FEE; SCHEDULE '...s-,°;:E::;, & : Cross street/directions to job site: t1kL\ 1-- 0 yAr Description I Qty I Fee. I Tota I � * �, New residential single- or multi- family dwelling unit. e'& 1 ? t X)O()C� is d 0 rr O.r ° Includes attached garage. Subdivision: Lot no.: 1,000 sq ft or less 145 15 4 Ea add'l 500 sq ft or portion 33 40 1 Tax map /parcel no.: Limited energy, residential . • DESCRIPTION ION`' Oir WORK ' , - , (with above sq ft) 75.00 2 Limited energy, multi - family 75 00 2 (.- Cxr -.CL (AA es =sly p residential (with above sq ft ) J I Services or feeders installation, alteration, and/or relocation 200 amps or less 80 30 2 " , ta PRO OWNER - " :- ..: 0 TENANT ' ," _ 201 amps to 400 amps 106 85 2 Name: J� t /(L 1 1 k rSe l,� 401 amps to 600 amps 160 60 2 l �I (.,A - V 601 amps to 1,000 amps 240 60 2 Address: q ( 5 SGO Ea cje woo d Over 1,000 amps or volts 454 65 2 Temporary City/State /Z1P: ( t i , y , r . c i D a q a L--).) relocation services or feeders installation, alteration, and/or Phone: �� Fax: 200 amps or less 66 85 1 3 X - 6 � ' ( ) 201 amps to 400 amps 100 30 2 Owner installation: This installat' +n is being ma on property that i own which is not intended for sale, lease tit, or x , • e, ace ding to ORS 447, 449, 670, and 701. 401 amps to 599 amps 133 75 2 Owner signature //, // / ` / .� \late: —/ ; Branch circuits — new, alteration, or extension, per panel A Fee for branch circuits with above service or feeder fee, ,,, �' APPLICANT aCONTACT PERSON ", 6.65 2 each branch circuit Business name: B Fee for branch circuits without service or feeder fee, Contact name: P- 1)... 46 85 2 l , LCk r e_ first branch circuit Address: C., axyl e) Each add'l branch circuit 6 65 2 Miscellaneous (service or feeder not included) City /State /ZIP: Each manufactured or modular 90 90 2 dwelling, service and /or feeder Phone: ( ) Fax: : ( ) Reconnect only 66.85 2 E -mail: Pump or irrigation circle 53 40 2 ., , , CONTRACTOR` , Sign or outline lighting 53 40 2 Business name: 0c 1 ° Signal circuit(s) or limited - .0 J ( energy panel, alteration, or Address: extension Describe: Page 2 2 City/State /ZIP: Each additional inspection over allowable in any of the above Per inspection 62 50 Phone: ( ) Fax: ( ) Investigation per hour (1 hr mm) 62 50 CCB Lic.: Electrical Lic.: Suprv. Lic.: industrial plant per hour 73 75 ,_ . , . ELECTRICAL: PERMIT 'FEES , , , . , Suprv. Electrician signature, required: Subtotal Print name: Date: Plan review (25% of permit fee): State surcharge (12% of permit fee): Authorized signature: TOTAL PERMIT FEE: This permit application expires if a permit is not obtained within 180 Print name: Date: days after it has been accepted as complete. * Number of inspections allowed per permit I \Building\Permits\ELC- PermimApp doc 05/23/06 440- 4615T(t I /05 /COM/WEB Electrical Permit Application - City of Tigard Page 2 - Supplemental Information LIMITED ENERGY PERMIT FEES: { RESIDENTIAL.WORK.ONLY: ` ` :7 Fee for all residential systems combined ... $75.00 Check Type of Work Involved: ❑ Audio and Stereo Systems* n Burglar Alarm n Garage Door Opener* n Heating, Ventilation and Air Conditioning System* ❑ Vacuum Systems* ❑ Other: r. COMMERCIAL W.ORK,ONLY; Fee for each commercial $75.00 system (SEE OAR 918 309 - 0000) Check Type of Work Involved: 0° ❑ Audio and Stereo Systems � ❑ :::s - _ ri ❑ Data Telecommunication Installation •_ ❑ Fire Alarm Installation ( _ - n HVAC � � U)P _ n Instrumentation oU p2AAA_-_k47 n Intercom and Paging Systems ❑ Landscape Irrigation Control* / Cloak �Q.�6� —✓�- n Medical ('} � � �/` e _ n Nurse Calls R ,q� n Outdoor Landscape Lighting* r n Protective Signaling ❑ Other Total number of commercial systems: *No licenses are required. Licenses are required for all other installations [ \Buildmg\Pernots \ELC- PermiApp doc 03/23/06 MIL . CITY OF MARDI SITE PLAN REVIEW BUILDING PERMIT NO.: )-d ijT Aoo9 000_IA '2 -( ' doug rl wi nn archl�ect aia Ilc 1862 sw scarlett drive tigard 0P 97224 PLANNING DIVISION: - __r�- -- '--- - r ..-- -.�-LL- ._.._A- --- ---�-�- ---- � 1, A Required Setbacks: ❑ Approv4. ❑ Not Approved Side: -> Street Side: Front. y Garage: �� Rear: 5 I t 1 Visual Clearance: (p Approved 0 Not Approved - Maximum Building Height feet cws Serv - Provider Letter Required: ❑ Yes ❑ No . 1 , 0, _P ^ � Date: qy El ke eived �� C1 OREGON -i-t -,0 ' ' 0 � ENGINEERING DEPARTMENT: . �► Actual Slope:% Approved ❑ Not Approved `\ 1 b-1 ` Site NZ. \ . , _ Da�s�- .._ proved a..__ - .,.._-.- -_.___ _ __._ __ - -- _No. ss: 5 \ - - - -- -- f , :z104.,.... - - - - - -- \ - - - - - -- - I 2 ' - e 26 „ Fr ,� Eusrrq 6' wad F are ' • / e ■ 26" Fr 1\ \ C' 9" Lace f Pp* 2 Cedes Property L re ( �/ 29" Fr I . �� -------- _ f ...._\--- /� 28' Fe N 1 U / --1-------- 26"Fr V „r-V \ ------- " --->C < „,,. --- I Ise-_ = =:i = ,-,e = =_:e -� ! z •.°■■••'" ) x�tinq L, , We ��'= 3 -3 xx tinq I.aw�i q 51e�s i \ 4' � i e xist NCUSe, ' au= .'�7; - _� -___— / Wood Fare m a a_ :_ .: -.:_ Q a .± ��; °.1��.. _ = e == �'= �_ f .2,----- / 24 " Fr 24 " Fr Properb. 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G / '.--'--- I xistirig Fawn N • , dl ExIZG q _N I" PVC a Water rr ` \ I ` t \o '� iI � New Gravel n ,, riveAau t r6, fop oryaa I -dr' I RO FMater - 0tln q D ved N C Min 8" of 1 "mhe compacted over woven geotech fabric] ` \ L 17 J 6 Water t / / — // V A \ \ -_ I y J I 20i' i I 200' ! 260, `L to* 6' Wood Fan /J I 202' 2 a X 200 , co Property 1,re / 10'-0" / 24'-0" 15'-0" \'ii 5 ' FLAN _ / 50.0 / �-0 ` \ Scale; I" --- 20' ,� /' CITY OF TIGARD - SITE PLAN REVIEW ` BUILDING PERMIT NO: )s- 9 OO/A'.., SlIt ACC�55, MAVIAL b�LIVPl S and 51 CONva, Street Trees: prroved ❑ Not Approved A......0 • Protected Tree- Approved ❑ of Approved 1, Site Access Is at driveway, around existing house to t/ e designated new gravel driveway, By: - p O 1 er Date: G 4 , Notes: 2, beliver materials to driveway, and immediately store in laydown area adjacent to new Garage-Shop as designated by Owner, O 3, I?ead concrete to be pumped provide necessarq traffic control as required by toe ail ail of Tigard OP, Protect lawn and plantings, ?ate 0 f 09 4, T / 4, Control any water runoff from any excavation with cedar bundles, straw bales, and / or erosion fence. _____ ___________ — - -. - - - -- -1 5, Topography shown is for reference only, and only represents an approximation of tee actual crade, field verify all grades locations, I ,. , 4 « Ed J ©d This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. II BUILDING DIVISION TIGARD TRANSMITTAL LETTER a TO: DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED ' FROM: fries p,n,L i_ ._, JUL 2 7 ?0(19 COMPANY: 6c✓....e . .,.. > / 5 �, ,_,,: ,,� CITY OF TIGARD ��??,�� ff BUILDING DIVISI PHONE: �x? li' (0 325 RE: `fi (1 s -rt./ aC�:.� c.� — T 6,,�,L0 7x- - tea _ 0o ; 1- -L Site Address) / l � N ('� ) (Permit/Case umber) 6A — sf4—e. (Project name or subdivision name and lot number) • ATTACHED ARE THE FOLLOWING ITEMS: Copies =Deseriptionr - : w . : .. ', Copies;, Description: . Additional set(s) of plans. Revisions: •.- ,42-4-.77 ,.,,,,,,,, s - Cross section(s) and details. Wall bracing and /or ateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other (explain): • REMARKS: , ..- .:_os-r ,... s' /e--rs A- 3 r -� A -,. A - 'I f A - . , A - c- , A - 7, A O - /4 - / q -r/it4+- 1f.r/.4.(„, /4-4-7 F!iYK ^+'7 13 ,esri.,v 1 if /t1 Li"; k " e■i4ez - -r , . _ : > = : FOR. OFFICE.USE:ONIA . a" _ ,,:= Routed to Permit chnician: Date: O/(o f Oq Initials: • Fees Due: [' E No Fee Description: Amount Due: rV . t, y t.. Ar v f :--.. :,. kbD 2.- K3TFut (JO $ 123 C "z. Ke e ,. : _ ` . fY'y`; , , Special Instructions: _ Reprint Permit (per PE): fl Yes _z n 1 Done _ Applicant Notified: I Date: . 7. 0 9 Initials: L I \Building\ Forms \TransmittalLetter- Revisions.doc 4/4/07 r-ddyt MiTek POWER TO PERFORM. '' MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676 -1900 Re: CP -00991 Fax 916/676 -1909 PAUL LARSEN The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Precision Roof Trusses, Inc. Pages or sheets covered by this seal: R30481667 thru R30481668 My license renewal date for the state of Oregon is June 30, 2010. RECEIVED RECEIV JUL 21 2409 'e-"V p>;F CITY ®F TIGARD GIN E F x/029 B[JII.DINGD 16890P r N S A ORE r •iN ° � Af% EXP P ATIO DA`or/30/10 July 20,2009 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSUTPI -1995 Sec. 2. Job Truss Truss Type Qty Ply PAUL LARSEN CP -00991 Al COMMON TRUSS 4 1 R30481667 Job Reference (optional) PRECISION TRUSS 8 LUMBER, INC., CLACKAMAS,OR 97015 7 140 s Jun 24 2009 MiTek Industries, Inc. Mon Jul 20 07 52.10 2009 Page 1 -2-0-0 12-0-0 24-0-0 28-0-0 2 12 l 12 2 Scale 1 459 9 10 r 1 500 12 6 12 5 31 2 u 32 13 4 [ 14 3 15 2 8 2i4 — 30 29 28 2 22 24 :::: 19 16 344 — \ v \ 24-0-0 24-0-0 Plate Offsets (X,Y). 116.0- 0- 0,0-0-01 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (lac) 1/defl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.22 Vert(LL) -0.04 17 n/r 120 MT20 220/195 (Roof Snow =25 0) Lumber Increase 1.15 BC 0.10 Vert(TL) -0.04 17 nh 90 TCDL 7.0 Rep Stress Ina YES WB 0 -04 Horz(TL) 0.00 16 n/a n/a BCLL 0.0 Code IRC2006/TP12002 (Matrix) Weight. 126 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 x 4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 x 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 2-0-0 oc bracing. OTHERS . 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 24 -0-0. (lb) - Max Horz2= 100(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 25, 26, 27, 28, 29, 30, 23, 22, 21, 20, 19, 18 except 2= 134(LC 7), 16=152(LC 8) Max Gray All reactions 250 lb or less at Joint(s) 24, 25, 26, 27, 28, 29, 23, 22, 21, 20, 19 except 2 =310(LC 2), 16=310(LC 3), 30 =275(LC 2), 18= 275(LC 3) • FORCES (Ib) - Max. Comp /Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7 -05; 100mph; TCDL= 4.2psf; BCDL= 6.0psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1 -2002. 3) TCLL: ASCE 7-05; Pf=25.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non - concurrent with other live loads 6) All plates are 2x3 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. t�- p R ©FM 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide '\ 5 � k E ' s� will fit between the bottom chord and any other members c:`• 11) A plate rating reduction of 20% has been applied for the green lumber members. r L 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 25, 26, 27, 28, 29, :: 30, 23, 22, 21, 20, 19, 18 except (jt =lb) 2 =134, 16 =152. / 13) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. - i4/ LOAD CASE(S) Standard o e • - - T : R 2 Gfr MFR S. ' EXPIRATION DATE: 06/30/10 July 20,2009 ® WARNING - Ver+jrj design parameters and READ NOTES ON 77775 AND INCLUDED JITTER REFERENCE PAGE 1111 -7473 res. 10 08 BEFORE USE. Design valid for use only with Mgek connectors This design is based only upon parameters shown, and is for an individual budding component Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respomflhdfity of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication, quality control storage. delivery, erection and bracing, consult ANSI/TPI1 Quality Criteria, D5B -89 and SCSI Building Component 7777 Greenback Lane, Susie 109 Safely information available from Truss Plate Inshtute, 281 N. Lee Sheet. Suite 312 Alexandria, VA 22314 Citrus Heights, CA, 95810 Job Truss Truss Type Qty Ply PAUL LARSEN R30481668 CP -00991 A2 FINK 17 1 STD Job Reference (optionall PRECISION TRUSS & LUMBER, INC , CLACKAMAS,OR 97015 7 140 s Jun 24 2009 MiTek Industries, Inc Mon Jul 20 07 52.11 2009 Page 1 -2 -0-0 I 6-4-3 I 12-0 -0 I 17 -7 -13 I 24-0-0 l 28-0-0 l 2 -0-0 6-4-3 5-7 -13 5.7.13 64-3 2 30545=1465 4x5 = 4 3 500 12 213 \\ 10 11 243 4 3 6 2 6 R 9 0 ill 4x4 = 3x4 = 3x4 = 4x4 = 8 -2 -13 I 15-9-3 I 24-0 -0 I 6-2 -13 78-7 0 - 13 Plate Offsets (X,Y). 12 0- 2- 15,0 -0-01, 16:0- 2- 15,Edge1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 030 Vert(LL) -009 6-8 >999 240 MT20 220/195 (Roof Snow =25 0) Lumber Increase 1 15 BC 0.36 Vert(TL) -0 29 6-8 >965 180 TCDL 7.0 Rep Stress Ina YES WB 0 27 Horz(TL) 0.06 6 n/a n/a BCLL 0.0 Code IRC2006/TPI2002 (Matrix) Weight: 99 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 x 4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4 -6-15 oc purlins. BOT CHORD 2 x 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 x 4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb /size) 2= 1131/0 -5-8 (mm 0 -1-8), 6=1131/0-5-8 (min. 0-1 -8) Max Horz2=-100(LC 8) Max Uplift2=-247(LC 7), 6=-247(LC 8) FORCES (Ib) - Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 2-3 =- 1913/233, 3-10= 1677/192, 4-10=-1606/209, 4-11 =- 1606/209, 5-11 =- 1677/193, 5 -0= 1913/233 - BOT CHORD 2 -9= 207/1688, 8-9=-72/1155, 6-8= 108/1688 WEBS 3-9=- 420/175, 4-9=-48/619, 4-8 =- 49/619, 5- 8=- 420/176 NOTES 1) Wtnd ASCE 7 -05, 100mph, TCDL -4.2psf; BCDL= 6.0psf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise), cantilever left and nght exposed ; end vertical left and right exposed; Lumber DOL =1 33 plate grip DOL =1 33 2) TCLL. ASCE 7 -05; Pf =25.0 psf (flat roof snow); Category II; Exp C; Partially Exp., Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25 0 psf on overhangs non - concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt =lb) " (C-C1/4 0. P R °Fe 2=247, 6=247. c ti GIN, si b 9) This truss is designed in accordance with the 2006 International Residential Code sections R502 11.1 and R802.10.2 and referenced c 4 standard ANSI/TPI 1 s ky 1 LOAD CASE(S) Standard // /r4 I • `/. --o OR- • c os M 1 \ NG EXPIRATION DATE: 06/30/10 July 20,2009 4 1 4 11, WARNING - Verefg design pa cemetcrs and READ NOTES ON TIES AND INCLUDED NITER REFERENCE PAGE RII -7471) res. 10 -'08 BEFORE USE Design valid for use only with MiTek connectors This design is based only upon parameters shown, and is for an individual building component Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer Bracing shown MO is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsiblrity of the MiTek' erector. Additional permanent bracnlg of the overall structure is the responsibirrty of the building designer For general guidance regarding fabrication. quality contd, storage, delivery, erection and bracing. consult ANSI/1P11 Quay Criteria, D55 -89 and SCSI Building Component 7777 Greenback Lane, suite 109 Safety Information available from Truss Plate Institute, 281 N. Lee Street, Suite 312, Alexanchia, VA 22314 Crtrus Heights, CA, 95610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1/4" Center plate on joint unless x, y offsets are indicated. 6 -4 -8 d imensions shown in ft in sixteenths Damage or Personal Injury Mir Dimensions are in ft -in- sixteenths. I I (Drawings not to scale) •� and f Apply u plates embed to both teeth sides of truss I. Additional stability bracing for truss system, e.g. diagonal orx- bracing, is always required. See BCSI. 0 -111e, 2. Truss bracing must be designed by an engineer. For 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, I, or Eliminator M "10.1 111111MBEE=M111■MINEliMINIII bracing should be considered. .". 4 3. Never exceed the design loading shown and never p stack materials on inadequately braced trusses. � O 4, Provide copies of this truss design to the building For 4 x 2 orientation, IOCate designer, erection supervisor, property owner and = plates 0 -'nt' from outside a all other interested parties edge of truss. O 1161111112;1111 c7 co- C5 O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6 Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI /TPI 1. connector plates. 7 Design assumes trusses will be suitably protected from the environment in accord with ANSI /TPI 1. Plate location details available In MiTek 20/20 software or upon request. 8 Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE shall not exceed 19% at time of fabncation AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT 9 Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the late CHORDS AND WEBS ARE IDENTIFIED BY END JOINT p 10 Camber is a non - structural consideration and is the - 4 x 4 NUMBERS /LETTERS. width measured perpendicular responsibility of truss fabncator. General practice is to to slots. Second dimension is camber for dead load deflection _ the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION ICC -ES Reports: 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that �f Indicated by symbol shown and /or ESR -131 1, ESR -1352, ER -5243, 9604B, specified. by text in the bracing section of the 95 -43, 96 -31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER -487, NER -561 spacing indicated on design. if indicated. 95110, 84 - 32, 96 - 67, ER - 3907, 9432A 14. Bottom chords require lateral bracing at 10 ft spacing, BEARING or less, if no ceiling is installed, unless otherwise noted 15 Connections not shown are the responsibility of others. I Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur, Icons vary but © 2006 MiTeke All Rights Reserved approval of an engineer. ■MEN# reaction section indicates joint number where bearings occur. ® O 17. Install and load vertically unless indicated otherwise 18. Use of green or treated lumber may pose unacceptable ►_4 environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI(TPI1: National Design Specification for Metal 19 Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. i Ic e and pictures) before use. Reviewing pictures alone ■e DSB -89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 2 0 Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM.' ANSI /TPI 1 Quality Critena. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII -7473 rev. 10-'08 , 46 -00 -00 / , 22 -00-00 8 -00 -00 1, 16 -00-00 / M11111111111111111111111•11111111• N A O . 1 liii D A 2.7) D o 11111111 AIMIN1111■111■111•11111MIIMININII■11111111=11•11111111■111■11 ., .. \ 1 Ghent PAUL LARSEN Date 6/5/2009 Job Name_ GARAGE —SHOP Job# PRECISION TRUSS & LUMBER �/ -00991 / 11550 SE Jennifer St Sales Person' CLIFF PUCKETT PHONE# 503 - 656 -2983 EXT. 124 0 Clackamas, OR 97015 (503) 656 -2983 Designer Designer Loading- 25-7-0-10 Lot Sub .. clouglas r, won archect, aia Ilc 14862 5W scarlett Jrive tigarci i() 97224 , ,.7 DOUGLAS R. WINN 7'.',....., / \ /- ,,, L i ,/ ,----/ A-4 ' ' A-4 --_, l'-6" / \ „, ,----'-'--. „,---..„, 1 , Contimais ?" Pkiwoai ,) 1 \ - 4 A 1' ( s-=9 ) \,<_,5lneathiny/ 5iciirci. 1 ' 9 ( ( A-4 ' _,_ , y I800# Hold Pown \ --___,./ -,____ - i / - -- i . TIGARD, OREGON ,. i" i 4, Ficid b NM-) V ' - ,- _ r[ /4 1 _!.1 --\ . _,,._, -I. c) ( 72...1.-4 ,----- A C'SV ,,, 4 '.C.r) Pawl full I N ( 9 rg r ;-, ,t ,—.., ' -., s „.---- 1 ---\ /I/ 2" AP at 4' OC ( 16 Pi Plate on 6" Com Wall OF 1 I ( c. ■ \ ,,- • / i ,,,„8H x 10'W - - — 51mIlar ,,..„, _mba r L__ - ---t 1 - -----\ _e\_____,----.. --/ „..i_51mIlar \ Similar I 1 ,. , ,., ) - Preflnished Metal I / \ f I, n AThr 1 ,----- , \ ) A / 1 Cieraie Poor - 1 n. I- ; ) A\----7:/ :Y ' ( A-8 ' 6ARA6- . ...,...„/ it \-,___-/A- I ' 0 \N_____-< ,---- 4" 5Iab on Grade wr•ch ''. A-5 '-_, -5 -' '__D_ — ------ NA43,,i GA / 19\A6F , , : at 2' OCEW, < __Ecky of 5 , 1 I800# licid Pown ( 2 ' \ I \ A ) , ? Plywood Brace Pa, lle' I 1/ 5 ' -2'' 6' -4" . , • / „,- ,--) N. Rig _ / ? '.ji _f1800:4-Pown 1 -- 1600# Hold Pown i) .- Panel ,Edcie of 514) /\ V • • ismoinnime - ;•rs --4 I , • ,, _ -\--- - Ni_ __, 4 _ J \ --\ -I ' WEI D) - -- - -- -- ,',0"F0 511cling Pult-up Porn Pr , ____J - i P'-" foiecl Joint for ,,, , I , Crack Contrd -- ‘. 1 . ‘ -I A-- Rvof Lo e A65,e. \(- L - / \ „ -•--51612e 7 •••-\ M I f. 2 7 " b ?009 N ( 4" Corc Apron Ro 4 5Ia al •/-10" I - ti? I reezwa 1 Edo0'51ab ,..,. 3.1'4141J t,_, I , 9 ,t] , a., c-1 / 1 '‘ 1 •63 r- -, _____, #4 at 2' OC ,reezwai ,---cradewo,,,, C v A-9 / ! ! " 6 1...„,..-f - __ _. _ __ ..._ 7 ____ _ 6.1- _ _ _ _ ___,E32_..ou -- ----)/ c7 .--, r . , ,_ , . - - • ) r - , 1 EW, 1800# Hold Pawn at 2 ' °C M ) `,...___./ 1 — ---/ -- f PO NI IWO** Hold Poo < ;‘ ' -- 7 • ■••• 4- - • - ,-- - ''' - ,,, 'co re ei......,1E. i s-vm■ro4-_-_ --, - .------,,:_,---,,, — 1 F , \ - I •-■ --,), i 1-140 wtiletA \ Eder of 5k '3 ' / -1 SI■,./ '') D,k ' . \180,0# Hold p. \ _ UNectPael , '4 ," \--_, \ I ' \ 2x6 Pf Plate al 6" Cat Wall ) \\___ A-B, ./i\ ----------- 4" 5 '---- - )` A - --! A " i rkivi , bo : 0,1 51,6 13race , -! g w. " Giip Poard at wood ( \ t , - __ .., , f,11,1-"-- Panel, full he* of ,,-------„,, heater, full helaht of \- j t" ,,.. ( A_BT-' • ----. L_ / _ . ,/---;) < a ,_____./ : ,,,_ 1 _8'H x 16'W Eneacne " 5oluti'on I .6" I CC5 ..S A-5 ,,-, Y -,\ cio or 5Ith &.---- Prefinished Metal wwd /water) w61 /( GPM fan, therrnocbc <::'''''''' at EW. ' 4 t - ) N-, \ 51-0 \N_. . c? _ \..„... ald fresh ar %pply ) 9 ( • - 1 N — I I^ NI ) _ I - I I ' SHOP adapter, L N-1--/ ( \ I , A-8,) I /I faded Joint for Crack Control , ) c-- %ye ‘ ,, C- ■) -- K:S > 4" 5Iab on Gracie w / 6-6 IQ-I0 WV 1 ) 1 i .,, ) 1 ( c,,,ti,..!,? rk ) ( , a i / ,.. Th ,,-.-- N, \ Sheathiny/ Si / ding, / .1..-- 7 • . 1 _ 1800# " P 0041 , I/ 2" AP at 4' OC 2x6 PT Rate _{ ) / ( ( \ / / \ A-9; \ -7 r ? Plywood 13race Panel, NI ( ` \--‘'-----)--- REVISION ) ';-' ./ :1,, 1 C.S 1._ _J ) 1 I800# Hold Pawn I ,/ ' _l ..\ 24-0 ' " 1 ) >i'--- 24'-0" G 5mq , ' r6A1 9 \AG -5-10P ' ( IS .- E- . " - Elic 0 \_ GAIA - , __, ./ FOUK3A110 \ 1\,,51.( Pl-AN LCIA1,,,, /-- ri_og Pl.AN --(' A '', City of Tigard '-- I -./A-4 . ., A 0.e • oved Plans 1, 1 y ..7,-....------- B - 'Cm- Date 8 6 D eR - 1 m -cn‘za A..._ -,i ,/\,‘ kA1 OUK.3ATION 5Y51M: Owner's Option 1?eV/ I \ Pate 07 -08-09 23,e: 0-21-09 OFFTE COPY of 9 il i r` Ni - - / ( � � ,,,�� dougla5 r, winn architect aia IIc 14862 sw scarlett drive tigard O� 97224 ., I 12 ____--T---, -- -0';1) A - 5 �� �_5 rAat factued prefabricated ward truss, agheered and prociced per goal b,lid�q � P` — 2k' 0" _ � �� D OUGLAS R. WINN * .. codes for all applicable bads and andittans, 5ubmtt encytwertrq data for bu ld�q — �i /� 1 ,�.2' -0�. f offtcdal review and approval, atoll with data regardaq latiut, fastenuq, substrate U55 i / li V K O\ . relutrements aid instailatiet. Card�nate delivery aid Installation with the Owner, e at Include table ends, including f -III 5ldlnl and fyvek moisture barter, L1 1/8" " I'-0" \ 7,-1L \ - - A-4 Cornposlbon A A chitectural 12mf - '� 1 — i A �� ) Pywad Rai' r ` 3 C ref�lshed Alumuum Cwtter a d 05 A i ` t � � 5hk glen as selected by T % i / N25 Truss Gip ,/ jH2 Truss Clip j ! \ r OF ak' /\ f / � (; od `i'�.\ - _� _ — _���= j ,� f — .. �.����� ..__..,.` -^..,- �- -,��.v , TiT T `awl mw . _ ` � j j_ � s I- `-1 I _ ........_...._. . . la ■ _ _=J - - �-_ Fes = _ r_7--9- Similar 1 — — -- — — 1 5 lmda 51mi1 �- �- __ _ - — =c_. 5l ml l ar � _ 1 . o —�- 1111 2 A -5 ° _ _ — � ; _ A 5 = __A . J �— II �� ` _ — l e Il , a a In st- r _.. _,_, \` i Metal Chc ey p = I ,Metal Chimney O �� 2x6 Cedar Fascia cn *aces. 3reez t q" �J , o waq , A-9 ' Assemblq 613 a V reezwaq / Assembly ro __ --- -- — �— --1� t � jI-1 ; H - - ( _ La �i CZ i l — it � r � t �� 16 1 ��= ! —a V I` _ A 8 g) — � A8 L - 1,--__,-- 4 AIMI 4 P -i {-..1 - - - i - -i - -1 Q ( \ c3 ---,_,,_-_-____A 37.t— -,-,, AI _ CY _ _ _ — � _ \\ \ _ _ � Q 1 E ------ Ll .67 - rima t 77---z -------L I M SHOP / 5HOP ; A ` ''\ A -9 ; r G -5HOP A' GAPAG SNOp -( ) k'OOF F MIND PLAN z�'-0 -4 1?OO PLAN ,,2'.0 " 2�' o A ,Z.� 5wle: 1/8" ., 1'-0" --.1 — 'Sae: 1/8" - P-0" — f A: .'0\A11; FOUN2A110\ 5Y511,M, Owner' 5 Option evAk bate 07-08-09 late 0 -21-09 of 9 douglas r, wino architect aia llc 14862 sw scarlett drive tigard op 97224 ' 'D � T , 1 t75 g DOUGLAS R. WIN '''' } IGARD, OREGON , . Manufactured prefabricated wood truss, engineered and produced per local building codes for all appl loan and conditions, Submit engineering data for building official review and approval, along with data regarding la�{cut, p �� � fastening, substrate requirements and installation Coordinate delivery and Installation with the owner, Include gabe ends, including III Siding and f vek moisture barrier, Include provision of all connection hardware, tie -downs and outriggers - 5 L 1 u �� r i t — .� , � t --- - --------- i/ ' pl weed g oof She, I l -_. _ y ng - - - -- - -- ( I I l I _ l N I Top/ ; i I L i t N 2x6 Cedar Fascia on all face's, �a 2x8= ( _ _ __ _ of _ J'- � _ L -- = .yam I ' �I - Newer 1----- Sliding , 131ocki loon I Wall n 2x6 y„ J r' I I II II � g °p Pd t ( c'"/ 2x6 Studs (6" OC— - -� and Plat � I � ; - W oo d + 1x6 i I Cedar i 1 g" f -III Siding with - - - -- - _-` =`" Assembly � �` l A l I Trim _ O 1 I KS 1 1 Tyvek Moisture Barrier 1x6='- - --_ l _°` — I 1 _ cedar r r __ i I t Lock Block- 2x6 Wood plate , - �_- -� —`�� "� brim �_i °� ! \ — —�— Wall \ 2x6 p1 plate 7 f I Top of Sab r n �i 1 I si - .✓.= t- 'SeIlA�"r -^ �v-[ - *t". w3F - -ryy:y. _ - _ _ ;v - -„ .— - rte. — "'F"r.'r ,�. - _ _ _ _ _ .r,� _ _^, 7 ^ — D`m - _ - ^'� Yom+ _ _ - 4 a _— __ y�' , _ _s �i���..'�*`:�.,r� et>'P�,��s.. � :.� .n>- -= „.:_ -- �,.�, :r..�c..c i-�: \ - - -- - / v, - -- ;1i' �, v � _ ' 6 perforated r 1 , �� 1 ---/ � � � � / w�r� 1 z � � � i , \'.`_ .c "',,1� 7��� \ ` ,._4 i i ' �\ Washed pock — ` / � ' M ' ` Line of �xcav- \ , `/------\----______-/ ��`- --- �_ i ' L / \\ covered with Compacted Com acted I J Geotech Fabric, --- 5t-0" 'I gravel base Simil p \ 1015 r b e d e arth i rock,Typical. Ire of existing Grade l l `4" Slab on Grade C 5000# J ' v� .--� `� — V 6A10\A6 / 0 L in e of �xca�aticn, footings to bear on undisturbed eart%i L 9; 5 A....A . A...4 A. y ,pf\A f ,' , FOU \PATIO\ 5Y5f. :M; Owner's Orion Scale: l/ .4" - I' -0" a p ev lik late; 07 -08-09 13 ate: 05 -05 -09 of 09 douglas r, wine architect aia Ilc 14862 sw scarlett drive tigard OF 91224 A 0a, . d y� - 1 T ° `-' DOUGLAS R. INN 4 Com b Architectural roof on rchitecura - �' / _ \ , Shingles as selected by Owner` N i 7 '/ / ; / Metal Chimney Assembh{ i , 12 ,� —_�� �� I OF " Frefinished Aluminum Gutter and n5 \ ;'�-- % � �_---- :. - :;ice i __ , - _ ,- rte_ • 7-- / i // .I i I ll -- �G � _ - I __ [ 3 a] 2x8 Header - --- -i I _��_ _ -___: r --, ---:1_1 — 1 h- 1 1 1 1 ■ -(;) o � �_ � _ �' 2x8 (3lockl Ni\H_ N - --- -- / A i 3ra]2x8 e 1 \ 2x6 Blocking— �; 1 ,,,,(11 11 i; sI 3 Fa 2x14/ .--------________L_ I 1 III Si i �n VC 2x6 Cedar Fascia on all faces Header ` 2x6 5�uds @ 16 IC' - , II 8 N 1I I 1 vek Mois re C3 ler N /----/-) 2 �_ Ix6 Cedar Tor-- I I / Q �- n L O Cedar Ja k I 8" Gup lad at Imo_ S Eo tu s Wood Heater Il ii / II C/ fri� -------, %- _ \,/�� ,/ " —`` -,,/ x6 mate `,, �� � O , — 2x6 FT plate �� `\ �� I I II 1 4 � ` ��, 7 , El �� _ �,;__ a -x. §- -r ta . wx-- = - �,= : : _ _ ,v;'R)_ , :tip s -& -f = ;�, 4 ') \ :: ,, ,,z, - '‘,V,`,_ .., / \ -11 GA -50 STCflO\ 13,...,3 ... A....... Scale: 1/4' 1' -o" A - 1.-kNA'; FOL1\2A110N 5Y5',M: Owner' Option evj/ I\ bate 07 - 08 - 09 bate 05-05-09 of 09 . douglas r, wine architect aia Ilc 14862 sw scarlett drive.. ticiarci Or 97224 A - .1) Ap <''‘..,,1\5' tc,,,,,o, 1575 16 . Cedar, Fascia cn all faces. l ( .. 2x6 Cedar Faecia on AI faces, i DOUGLAS R. WiNN / , 11 1-- - ---, 12 :.! ''' r. ) ------- ____ ------__ ''_------------_,_ .1 ) -1 ett4-61_- K Ce r - _---' f 1,A.,-----3 _ \ , ___-- -------____ ---- ------_____ d/ f% l------ " I ------ • _., ,,,-.'---. ---. .-=1_1 -- 1 I , ------ _ _.„- 1 -...1 Z FlaskiN TIGARD, OREGON III ---, , i, _--- N il , - at all hortcntal `i'-\\ — siding joints. .4 . . -.eq Ca& top of all i ! k 1-Ill 51 inci -e? g" f-III 5dIng liorwatal ton, OF 1 ,___--wItii flivek t) b ." b --with ftyek fulki Ulm all . / Mm9thre aver f-111 VOW% - _ . . Moistre ler Eo lx6 Ixb( ..-- 1,, I- , - „,----,,,------ --. ' Cedar _ ------, -------, 7- for, \ LI I . I r i -rs' - ' -r- -- T ---- ------- ------- --------------- / ----7=4 -- ---1 4 • ( L L_ ___ -- --------______- - \-___/‘ ---",_._.---, -- 6A[ SHOP . Ig51" [...\/A1 :A51 N.VA Scale: I / 51! ,- l' -0" Scale: I/8" h l'-0" cN ! c\ / /t\ ___,-----:, 1, "It 2x6 Leda- r ascia on 1 faces, — 75 : 'N 2)6 r&ZIa MAI fx_es. / ( I 2 ) I L ------:_-__ CK5 - !Mai Clinell A5seth_k_ . -t C5 1 \ ,---- --------i-------___ Ntl— : I I \ A 1 ..... ----,,, i ... C l \511elmoGoor a\id i ' Assemblq Poor \ A \ 11 and ,i FT] il -. -e? \ b b HWR !;) / Id lx2' Ix -- 7 , -4 Assembi to \ C2) Ex) Ceder lx6 Ceder frbrr Cedar ix/ Cedar a \\ \ _ _ \\ \ ! ,----='-,.. 5-#4 Cent, filpiceJ at Thickened Ucte of 51aby lll'-----\! - .,,,-\__,-- r----) N,___,_ ___ - , .."- - " - ----^"\JN._.--- , - .,------; _--- - ' A GA1 5-OP - \..c FA51" 1.vA -- ,s - Scale: I /&' - 1 5cale; 1/8'' ,-- 1 A........6 :: ... AL FOUK3A1ION 5Y5TAA: Owner'5.0r,ion ... evAi .3 ate: 07 -08-09 2ate: 0-21-09 of 09 J• doucila5 r, in architect aia Ilc 14862 5W 5carlett drive tigard Op 97224 r,, 1 675 ' DOUGLAS R. WINK '''. YIGARD OREGON , CanposItion A Arch tectical rZcnF 4 � � b II 51465 as selected 6.4 � Co " Prefinished Numinurn Gutter and P5 j I Or 4:7628S M �. r , + + y r � t� �r t trr r + + rrt+r r + r + i �j r �. 6 ad 22' n... Leo \ t w + + r x .+ " �. " 1111111 1110111 111110011 1111111 M 4 s - -- — -- Alternate Brace Wail Panel J Cedar frlm �X per Fiq P60210,6,2 of \ - -y. : o i g' - 1-111 5d \ - -- a Oreq i Il Cade 1'.. <_ = > i w fth fyvek II b �^ x6 Cedar fm Moisture 13a rler 1800# Ndd f7ams- �; -� II , , L ( . ------ --- �` - -- -- ._ - L�-- — _ 1 -- + _____,,,--____,/ ''_PrefIn metal- "—\ f y - t o -- -\���ti/`�/- -,, S ., -_� ^��,; " \— )�— ------ ._— \ _ 10' 16' P.0 4, , \ Motorized Garage Pour Q� Prefnlshed Me tal 51 0p C i \ Z 31?ACF WALL / i \ GAP\AG -5N019 Motorized Gaage Pan _ FAMIIMG 1l{pical 50.,1- FL Scale; 1/8" m l' -0" Scale: 1/8" - I' -0" –Ks L. CY Meth Chlmr Arse rd l �`f 2X6 Cedar cn aI fazes. \ e4 4 • EVYRNEEMENCOMMINEEREMIEMS r % \\ riatanteiliMikiliTiNdefilliiinelaillia. r = d '.rl ig y t + h r_ r r l t � ^. " 1 t � r r r� -- .01111 1111 1 101111 11 0/11111/ 1111 111111 11 \ O Sld�g w, - - CY ftivek \\ \ — 6 1X6 Ceda- trim < Mogan ` \ \ " J--- L — ■ S hop — Gqe — o� GA1 -SHOP kO S- LVA -110\ A..„7 . Scale; 1/8" =1' -0" A-i NATh 1OU\2A1101k 5Y5 Owner' 5 Option ke bate; 07 -08 -09 2ate; 05-21-09 of 09 '\ douglas r, winn architect aia Ilc 14862 sw scanett drive tigard op 97224 • . / , N31 <syk. .. ,` -i it i —% 2 jr — y —�i o II ,; N g111 / � N 2x6 3locking �--- -- 5 i I enure ` -3 �A 2x14 Header 8 2t Studs @ l6 OC 1' -III siding = over 0 O ' fLivek - c) — eN o I x6 Cedar "rim 2x6 Pf Plate w/ weather CO N / 2" Ala a-, 4' OC barrier 0 \ . fop of Wall -,-,i 4i r �' �� � 7 \ \ - ,_ `�� L- 1�opsoil - - c6 J - t z ,. r _ sit s / �� _ �br Fad .=� < ; r_r` �- ±, i � ;' - )etail 2/ A9 for \\ \ ` __ �� � / ___ \'� � J \�'� 2 � notations In ��i area, , p-fA � L- L. 2 \__, \_ _ ; / \ 3 , r-A AR p-p \6 WALK ,,, At 6Ap\A6 X00 �-._ Scale: 3/ 8" - I' -0" A___B Scale: 5/ 8" - I' -0" A.' :pkkAf FOUN2AflON 5Y5i_ M: Owner' Op - ,ion pevA 2a%e: 07 -08 -09 bate: 05 -21 -09 of 09 Manufac -,ured prefabricated wood - .,cuss, engineered and produced per local building codes for all appl icable l oads and conditions, dougl as r. wine architect aia IIc I X862 sw s carl et drive tigard Op 97224 ,`5ubmit engineering data for building official review and approval, along with da-,a regarding lauout, fas-.,ening, substrate reguiremerr�s „,,, � , � � C- and installation g g Coordinate deliver, and ins -,alla -lion witi -./ie Owner, Induce gable ends, including - 1 -111 5idin and 1� vek 111015 .” , ‘,. DOU GLAS F_ iNN vA barrier Include provision of all connecting hardware, tie-downs and outriggers ; \ ^ / - v v _ , cv _, wood k'oof Sheathing ' \; - �� 1/ 2" 1 OF � u g , CAF / \ \ yN 4 Li Y 1.— r \I - H2,5 Truss Clip T ical > `-' / C 2x6 Plates_.--- l ates_. 1 ' i \ v , Continuous - �No v ) I ; - �� ``2x6 Cedar Fascia on all faces, N / N 2x6 ,locking,--- g Texture T H I siding over 2x6 ds @ 16" C . \ Tuvek weather barrier O Stu 0 \ o 0 2" Anchor 13olt @ 2' OC , ` 1x6 1?oughhewn ct 2x6 Wood plane `,� `, / Cedar Trim _ cs • - 2x6 Pf - W(od P1*.e . ,---- - -� \� ------,/>----- -� % -�, ; -� �' ''� �. Topsoil �- �, N �- \ \ . -7"`TT -.:7- 7 - ' tO - " ' II I "Lk 1116' r --_____ ‘.,. t _,,,,,, • :, - 1 - i - -- - : 1 -_- — —1 k -I I 111 _l _I_ 11_I z� X 111 E - j =1 1_l t lE l �_ I I 1 I I — ) Q- CY 4" Slab on Grade [ 3000 # ]� ' / 1 H--___1,---,= _ 1 u__l -p__ m� = - - - _ v �"\ �1 lei 1i1__11- 1�1.= 1j�lll= _ --"11 , % � I � - I l�l III _, �� I I:� l_V I __ t ice; k1 1 -. .in of excavation, r oof ings ,o Q 1 1 � _- - ���.,� � i iii I 1 � 45 @ 2 OC bear on undisturbed earl \_N q. minus c - .,ed crushed rock �# �s a; 2 OC �W 1 } # �s Conti -3 Hor _. I ` under slab [ 6 " minimum] `# 4s Continuous-3 130% , � Compac -.,ed Ida -,ive 3ackfill �,, ^ . d. /' \ / ti\ __ / N A........09 ( ) 2,-fAr. kr 5[P WA;;- -� � �NA' rOUN2ATIOf� 5Y5'1\/1: Owner' s Op -,ion -. pevA Sate. 07 -08 -09 bane; 05 -21 -09 of 09 Scale; 3 8 " - HO"