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Case File ADDRESS: J is\rec,ords\microflm\targets\building doc CITY OF TIGARD BUILDING INSPECTION NOTICE j Insv'4ction Line ;Roc-O-Phone): 639.4175 Business Phone- 639-4171 ,// Inspc,ctio : �--4- A Footing Susp. Ceiling Sprink. Rough-in por/ Fowidation Plbg Underslab Mech, Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Ga;: Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: 1 �� t� Time AM r _PN! Address:- "J -H Builder: f Permit #:THE FOLLOWING CORRECTIONS ARE RFOUIRED: Inspector: - ` Date:_ APPROVED —DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. CERTIFICATE OF OCCUPANCY CITY OF TIGARD PERmi,r i1. . . . . . . : MST95-009,--, COMMUNITY DEVELOPMEM �—PARTMENT DATE ISSUEDs 11/21/95 13126 SW Hall Blvd.Tlqwd,Oregon 97223*11199 (503)039-4171 PARCEL 2-6110bD-V16200 SITE ADDRESS. . . : 11937 SW ASPEN RIDGE DR SUBDIVISION. . . . r A2PEN RIDGE ZONING: R-4. 5 . . . . . . . . . . ¢ LOT. . . . . . . . . . . . . 1029 CLASS OF WORK. sNE-W TYPE (IF USE. . . iSr-' OCCUPANCY GRP. -.5N OCCUPANCY LOAD I Rewarkva PATH I KATHRYN fl:cNGER -103 NE -riOWSON PORTLAND OR 97212 Phone M¢ 288-4a29 Contractorp K M G' INC. 503 NF THOMPGON PORTLAND OR 97212 Phone #s Reg #. . v 104391 This Citrtificato tyrants �uccupAncy of the above referenced bu-' Idi.ng uv- portioy, thereof and ro, firmi that the building has been inspected for compliance v4ith the state cof Oli-egon '",peciAlty Codes for the Wrokip, occupancy, and use under-, whic-i the refevenced permit was issued, A6.- Ada9 iaL-11 L- iNECTCrR BUILDING FfEinl- POST IN CONSPICUOUS PLACE CITY OF TIGARD BUILDING INSPECTION NOTICE Inspc,,,tion Line (Rec-OO-Phone): EM-41 T S Business Phone: 639.417/ Inspection:__�� _ JZ Footing Susp. Ceiling Sprink. Rough-in Appr,,it:wlk Foundation Plbg• Unc-rslab Mech. Rough-in Fireplace Post/Beam `jtruct. Plbg. Top ?:: Elec. Rough-in I( Post/Beam Mech. San Sewer Gas Line n - Id Plbg. Underfloor Rain Drain Framing L -Plumb. Alarm Water Line InsulationMech, J Unriprf!r. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: lllfell�,r Time: AM PM Address: j Gy �$��jt/01 � { !a Q Builder. ZV(, Permit #:_ / S�GG THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: _ Date: APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-417bi, Inspection: Footing j, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Strict. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing - lum ("I'-) Alarm Water line Insulation -Mech. Underflr Insul. Shear Wall Gyp. Bd. -Elect. Dal. Hequested: g Time: AM PM Budder: _Permit p: c� d o 23 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:_ Date: L( mot��— L9P<0"'VED _ DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. r CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection I.ine (Rec-O-Phone): 639-4175 Business Phone: 639-41 1 / inspection:_ _ Footing Susp. Ceiling Spiink. Rough-in App dd Foundation Plbg. Underslab Mech. Rough-in Firepla Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Ptbg. Underfloor Rain Drain Framing umb. Alarm Water line Insulation -Mech. Un6f4ifli. Insul. Shear Wall / CGyp. Bd. -Elect. C 9 Requested: / l f 7 Time: AM PM Address: Builder; 7.Z 1Ot�.1u' ,LQArmit a: .S a 3. THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:_ JT r � Date __APPROVED _APPROVED —APPROVED SUBJECT TO ABOVE all For Reinsp. i CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phcne: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Bearn Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing um •� Alarm Water line Insulation -Mecn. Underflr. Insu!. Shear Wall Gyp. Bd. -Elect. Date Requested: d Z31 Time4_AM PM Addres.: [ 7j 7 Builder:�� l� �� Permit #: _0n 1 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:__ Date:! _APPROVED —DISAPPROVED _ ROVED SUBJECT TO ABOVE �` Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 639-4171 Inspection: Footing Susp (`ailing Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb -l[) Alarm Water L ioe Insulation -Mech. Underflr. Insul. Shear Wall l Gyp. Bd. -Elect. Date Requested: l U / 2- �l S Time: AM _ PM Address:_ Builder,-) _ �/LZ`� Permit x: j S 0073 THE FCLL• 'G CORRECTIONS ARE REQUIRED: AJ ------- �_tom ✓ -�s..�__�p.��-- �?c� it.c.ti.c�v � .�...,..�i�.0-s° Inspector.!, — Date: /6` ,APPROVED �ISAPPROVFD _APPROVED SUBJECT TO ABOVE Z(,"____/Call For Reinsp. ' v CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection. Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Ro,.gh-in Fireplace Post/Beam ;>triict. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech, San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. lecT.'. Date Requested:- / __L Time: AM PM i Address: r' I Builder:L y ? 7 •amu Permit #: 'y_Ll�i Oc�3 Z THE FOLLOWING CORRECTIONS ARE REQUIRED: •�LC / 5��-' 2�_ Cc_ffI - Z4 - -1 -� Date: 4APPROVED _DISAPPROVED APPROVED SUBJECT 1'0 A30VE _Call For Reinsp, IFI/455 f 55 l l� CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone). 639-4175 Business Phon&: 639-4171 Inspection- Footing nspection Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Pos!/Beam Struct. Plba. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing Plumb Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:, Z Ci' f/.��' S _Time:—AM _PM l / Address: j ✓I 93 -/ `� C— Builder: �- L `�- THE FOLLOWING CORRECTIONS ARE REQUIRED: �5 Inspector: Date: s� � Dater _APPROVED DISAPPROVED / A, PROVED SUBJECT TO ABOVE t7zCall For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 uusiness Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg, Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in (,-FI_NAL Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. c--Elect. Da) Requested:_L( — (t S_ Time: AM PM Address:_ ) 7pQ f/� Builder: _?_1? - cl ,Z�� —Peerrmit tf: >I 1 C THE FOLLOWING CORRECTIONS ARE REQUIRED. ----------------- h-Q�:Q�f-xtr y Inspector:_ Date:�� _APPROVED DISAPPROVED _APPROVED SUBJECT TO ABO%'c Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone: 639-4175 Business Phone: 639 4171 Inspection:_ Footin^ Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Fcundation Plbg. Unaerslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL- P / ost Beam Mech. San. Sewer Gas Line -Bld . Plbg. Underfloor Rain Drain Framing Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: I U— (1' 1 Time: AM PM �J Address: �``� -7 Imon`:'�-VN Builder: Permi � t THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector � �4 _ Dater —APPROVED _7 711 DISAPPROVED —APPROVED ED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECI iON NOTICE Inspection Lin-- (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Footing `;usp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Meeh. San. Sewer Gas tine -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mpch Underflr. Insul. Shear Wall r Gyp. Bd, -Elect. Date Rene^sted: 73 ( !/I �l Time:_XAM PM Address:— 7 Builder: Perm'I #: THE FOLLOWING;CORRECTIONS ARE REQUIRED: Inspartoc �/_ ✓ Date:_ S vAPPROVED _DISAPPROVED _APPr OVED SUBJECT TO ABOVE ____Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE t' Inspection Line (Roc-C-Phone): 639-4175 Business Phone: 639-4171 Inspection:�� Footing Susp. Ceiling Sprink. Rough-in A 9 ppNSdwlk Foundation Plbg, Underslab Msch. Rough-in Fireplace PoSUBeam Strucr. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Meo. San. Sewer Gas Line -Bldg Plbg. underfloor Rain Drain Framing Plumb, Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. B - Oct. Date Requested: a_ Time: AM Address: f i—J— BLIjIder:-- Permit xj — PM #: 5 C>C) 7j THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: 6// ___ Date: 0oROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. 1 CITY OF TIGARD BUIL17ANG INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: _ Footing Susp, Ceiling Sprink, Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach, Rough-in Fireplace Post/Beam Struct. Plbg. rop Out EIec. Ro h in FINAL: Post/Beam Mech. San. Sewer n _ -Bldg. Plbg. Underfloor Rain Drain Framing — (�Q ) "Plumb. Alarm Water Lina nsulati -Meeh. Underflr. Insul. Shear Wall Gyp. Bd -Elect. Date Requested: �� r/T j Time._—AM �PM Address: ' Builder:_�. Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: " iAZ---7Af 5 Inspector: _�� Dater _APPROVED _DISAPPROVED VAPPROVED SUBJECT TO ABOVE —Call For Reinsp. �\�--� ((��----- 1 = Ya CITY OF TIGARD BUILDING INSPECTION NOTICE , Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 �JJ Inspection- Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FII ",L: POsl/Beam Mech. San. Sewer �Linei .Bldg. Plbg. Underfloor Rain Drain C rammg Plumb. Alarm Water Line Insulation -Mach. Undertlr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address:��j '1� � Builder. Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: eed I ec tor. Da e:_ _ T � �ZANPOVED —DISAPPROVED _APPROVED SUBJECT TO ABOVE �� +Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE n Inspection Line tRec-O-Phone): 639-4175 Business Phone: 639-4171 I v Inspection: Footing Susp. Ceiiing Sprink Rough-in Appi/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: l Post/Beam Mech. San. Sewer (E3)( )( -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Lin© Crnsu atio� -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: 4 _Time: AM PM Address: , Builder: ` Permit #: S)23 THE FOLLOWING CORRECTIONS ARE REQUIRED: L,"j A . Ly L 1., L _ z Inspector: lam_A , _ Date: 3 —APPROVED _XISAPPROVED _APPROVED SUBJECT TO ABOVE L3all For Reinsp. I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ Footing Susp, Ceiling Sprink. Rough-in Appr/Sclwllc Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Boam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shea; Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address:_ ^ Builder: Permi' #:1�' 00�t THE FOLLOWING CORRECTIONS ARE REQUIRED: L/� �L- CN l o Inspector: �. -,U — Date: _APPROVED AIDISAPPROVED —APPROVED SUBJECT TO ABOVE Call For Reinsp. 1 \�/l CITY OF TIGARD BUILDING INSPECTION NOTICE 1 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in ppr/Sdwlk Foundation Plbg, Underslab Rou 9n Post/Beam Struct. Plbg. Top Out Elec. Rough-in Al Post/Beam Mech. San. Sewer Gas line -Bldg Plbg. Underfloor Rain Drain Framir}d l Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. 'hear Wa Gyp. Bd Elect. Date Requested: (� �—c Time: PM Address: J ' �`i Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED. KA tl 747;� ( 07 -� Inspector: Date: �� _APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslah Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out �Elec -inFINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: / .� Time: AM PAA r Address: f' ,.f /,` r} Builder. `�� THE FOLLOWING CORRECRIKS ARE REQUIRED: Cr L ;pectora PROVED _DISAPPROVED —APPROVED SUBJECT TO ABOVE -_Call For Reinsp. T CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phnne): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Rough in FINAL: Post/Beam Mech. San, Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Fuming -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address: -3 Builder:_ Permit q: �jsSL��G 3 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:L� Date:�� ,,-�APPROVED -_DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. Depart WASHINGTON COUNTY RESTRICTED Department of Land flee&Transportation zk Electrical Inspection Section ELECTRICAL ENERGY 155 North First Avenue, #350-12 Hillsboro, Oregon 97124 APPLICATION .. Information: (503)03)640-3470 Fax: (503) 693-4412 PeEASk- . , 'bTMO02= Permit No Please , , , , 1. Location of installation Date Address 11(.-m !11V &',tom r\ Cl ty t zip Code _ 4. Type of work: Map No. Tax Lot RESIDENTIAL Restricted Ene,gy Fee $40.00 Thomns Map Book: Page Section (for all systems) Check type of work Involved: Directions LACA d f 7V► / (,�'� (X �l �� Aud n and Stereo Systems* Commercial ❑ Residential Burglar Alarm Telephone Systems' Tenant Name erg (if commercial) �Alarm, entilation and Air ContAtioning Systems* ecuum Systems' 2. Contractor application: Other Electrical Contractor Address _____. _ �_�___ COMMERCIAL Fee for each system $40.00 City_ _-_---- State. Zip _—_ - (see OAR 91e-21W2e0) Date_ Job Number Checkk type of work Involved: Property Owner _— Contractor's License No. Contractor's Board Reg. No. Collar controls Phone NO. Clock Systems ------- - Data Telecommunications Installation•: Fire 3 Owner application: HVACIarm installation Instrumentation Intercom and Paging Print Owner's Name Phone NoSystem V-ndscape irrigation ;ontrai* Address Medical _------- — ....— --.._... --- Nurse Calls City State Zap Outdoor Landscape Lighting' This permit is Issued under OAR 918-320-970. The applicant agrees Protective Signaling to make only restricted energy instafteffons(100 volt amps or less) Other under this permit and to do the following: - --- -- 1. Only use electrical licensed persons to do Installations where required. (Certain residential and other transactions are exempt Number of Systems from licensing. These have asterisks('). All others need ficens- -� Ing.) 2. Call for art i—Pectior. when all the Installations under this permit 'No licenses are required 1 wenses are required for all other installations, are ready to.-inspection. 3. Purchase separate permits for all Installations that are not ready 5. Fees for inspection when the inspector Is out to Inspect under this perinit. Enter fees $ 4, Assume responsibility for assuming that all correct torts required by the Inspector are done,and - s. Assume responsibility for callinq for a final Inspection when all of 5% Surcharge (.05 X.total above) $ _ the corrections are completed. The person at nin_q th/s ermlt must be the anpllcanr or a person Trust Account $ authorized to 41nd the 1l cant. Signature IJ Total $ ( — Authority H other than ap t —_-- _- This permit becomes null and void If the work authorized by the permit Is not commenced within ISO days from date of Issuance For Inspertlons call of such permit or if the work authorized Is suspended or abandoned 6640-3561 or 693-4415 al any time after work is commenced for a perlod of f ao days. Electrical Permits are non-refundable and non-transferable. 24-Hour recorder, one working day In advance of need I 3L24-114 / - CI�� OF TIOAAD ~ RECEIPT OF PAYMENT RECEIPT NO. 05,-P67222' CHECK AM13UNT : 42. 0W NOME : KM8 INCORPORATED CASH AMOUNT x 01. 00 } v �& ADDRESS u 503 141, THOMPBON STREET PAYMENT DAT� W66/95 PORTLAND, OR SUB DIV18*1(IN x / 97212- P k PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID �-� CTR%CALP��M�T 40.00 ST. BUILD PER 2. 00 . . ` �. � mK ' � . i19"37 GW ASPEN RIDGE DRIVE � | | lklAL AMOUNT PAID - - -~�> 42. oel | | | CRY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 I Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Z Insulation -Mach. Underflr. Insul. Shear Wall -Elect. Date Requested: Time:-2�M PM Address: l I g 3 7 0— B u i Id e r: —Builder: ,� _ f � _—_Permit #: nC THE FOLLOWING CORRECTIONS ARE REQUIRED: LAj G./ Inspector: —APPROVED _DISAPPROVED 4APPROVED SUBJECT TO ABOV Call For leinsp. I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. op Outs Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg, Plbg, Underfloor Rain Drain Framing -Plumb. Alarm Water Line Inswation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ Time:_ AM QPM _L1�1��j, ) �7D L _el- , _ �4 '� Address: I Builder. Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: / Date: 12- -APPROVED _APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE �11 For Reinsp. WASHINGTON COUNTY ELECTRICAL PERMIT Departmet : of Land Use & Transportation Electrical 'inspection Section APPLICATION 155 North, First Avenue, 8350-12 Hillsboro, Oregon 97124 Information: (503) 440,3470 Fax: (503) 693-1412 Permitr� PRINTPLEASE Number 'r, LC k S —04 a`r, Dat,3 KN.5 -Please complete all sections, 1 through 5.1 4. Complete Fee Schedule below 1. Number of Inspections per permit allowed Address Location Of/n xi-\tl i� Service included: Items Cost(ea.) Sum A. Residential-per unit City�_t L��(� _ 8uice LDA 1__ 1000 sq.fl.or less _� $110.00C__�1 �J _ 4 Tenant Name Each additional 500 sq.ft (if commercial) or portion thereof $25.00 Limited Energy $25.00 _ 1 Map No. Tax Lot Each Manurd Home or Modular Thomas Mai Dwelling Service or Feeder $68.00 _ 2 ook: Page:.._ Sectio �`_ . Directions - B. Services or Feeders Installation,alterations or relocation 1 f-- 200 amps or less - $60.00 _ 2 Commercial Residential 201 amps to 400 amps $80.00 2 401 amps to 600 amps $120.00 _ 2 2a. Contractor /n 501 efnps to 1000 amps -- $180.00 2 ta/lation only: Over 1000 amps or volts _____ $340.00 __ 2 Electrical Contractor_ ' Y C Fleconnect only __ _ s50.oc1 _ __ 2 V Address L1 t. f O City State ZIP C. Temporary Services or Feeder. bar InstallsGon,alteration or relocation Properly Owner 200 amps or less _= $50.00 2 —• ,�t, .. i' a ps to 400 amps $75.00 2 Contractor's License o. —� . �� 'am _ i_ Contractor's Board Res, o. �� 01 amps to 600 amps s $100.00 _ 2 _ r Over 600 amps to tOtiO volts see"B'above Signature of Suprl D. Branch Circuits v. License No. — ` Phone No. Now,alteration or extension per panel a The fee for branch circuits with 2b. For owner installations: purchase or service or feo f p 1 n Each branch circuit __lfJ�# $5.00 Print Owner's Name —` -__TIh_—6neRo--"-'--"` b) The fee for branch circuits without purchase of service or feeder fee. mess First branch circuit _ $35.00 2 Each add'nl branch circuit $5.00 2 E. Miscellaneous (Service or Feeder not included) Each purrlp or irrigation circle $40.00 2 Theinstallation is being made on property I own Each sign or outline lighting $4000 _ _ 2 which is not intended for sale, lease or rent. signal circuit(s)or a limited energy panel,elte:ation Owner's Signature or extenslon _ $40.00 2 F. Each additional Inspection over the allowable In any of the above 3. Plan Review section (if required) Per inspection $35.00 Per hour $55.00 _—_— Please check apprr priate Item and enter fee In section 5B. In Plant T $55.00 1 or morp, resideidial units in one structure g, Fees Service and feeder, 800 amps or snore System over 600 volts nominal A. Enter total of above fees Classified area or structure containing special 5% Surcharge (05 X total fees) $ ,2=7 occupancy as described in N.E.C. Chapter 5 Subtotal $ B. Enter 25% of line A for Submit 2 sets of plans with application where any of the Plan Revipw if required (Section 3) $ - above apply. Not required f)r temporary construction Subtotal $ services. ❑ Trust Account $ Balance Due $ For inspections call This permit becomes null and vold N th•worts authmired by the permit oe not-ommenced 640-3561 or 693-4415 wMhin 180 days from date of issuance of such permit or N the wor%authorized Is euepanded or abandoned of any time after worts Is commenned for a period of ISO days. 24-hour recorder, one working day in advance of need Electrical Permits.are abandoned and noo4tanafetable. 8194 CITY Cif- T IGARD RE C:E I F'7' OF PAYMENT RECEIPT NO. :95.-266509 CHECK AMOUNT 456. 15 NAME a KMG INCORPORATED CAgH AMOUNT a 0. 00 14J)DRESS s 503 NE THOMPRTIN ST PAYMENT DPIF c 06/08/95 SI.JPsDIVIGION s 1--10PTI-AND, OR 9 7212-- PURVIC SE OF PAYMENT AM(IUN"i PA I D PI.;ppnSE OF PAYMENT AMOUNT V,f)I n r i... TRTC:AL. FE.RMIT� .T__ 435. 00 ST._ RUTI..D FFR 21. 75 I( I �I t1937 ASPEN RIDGE DR. TOTAL. AMOUNT PAID - _> 456. 75 CITY OF TIGARD PERMITS#. R. I`".. . .TM"T95--1"T95--00917 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSLIF-0: 05/09/95 13126 8W Hall Blvd.Tigard,Oregon 97223.61gg (603)634-6171 PARCEL: 2`.31 1 QBD ..OLC 00 ZTL' ADDRESS. . . : 11937 SW ASPEN RIDGE DR '3W3DIVISION. . . . : ASPEN RIDG""E. ZONING: R--4. 5 ,,"'LOCK. . . . . . . . . . : LOT. . . . . . . . . . . :02"S BUILDING RE I SSUL: DWELLING UNITS: 1 BASEMENT. . . . . . . . :0 Sr Cl-.ASS OF WORK. :NEW t:IEDRMS e 4 DOTI-IS: .s GARAGE. . . . . . . . . . :800 s f '>'Rl:.. OF USL. . . :Sr- FLOOR AREAS_--.___.._--__.- RCOU I RCD SCTPACKS .___.__.. - ..._.. +"YPE OF CONST. .5A F I RST. . . . :2188 sf LEF'T. . :6 ft RIGHT. tS ft 7CCl_ll''AI�iCY GRP. sR.3 SCCONI). . . , 1749 sf 'RONT. .20 ft REAR. . :2_7 ft; '1TORIE.S. . . . . . . s2 FINBSME" -:0 S REOUIRED- - _____.___- IC I Girl. . . . . . . . .24 f t TOTAL- - - :a9..'r s f SMOKE DC.TEC TOR-i. :Y I-LOOR LOAD. . . . :40 psf VAL.UE. . . . . $ : 267582:: PARKING SPACES. . s 1 ?em_v-^ s: F'ATIi I ----------------------------------- PLUMBING �INKS. . . . . . . . . . : 1 FLoop 1 mir.i3. . . . :k BACI:FLOW PRE'UNTRS. . : I ..AVATORIE5. . . . . :5 WATER HEATERS. . . : 1 TRAPS. . . . . . . . . . . . . . 10 TUH/SHOWERS. . . . :.3 LnUN DRY 'TRAYS. . . : 1 CATCH BASINS. . . . . . . :0 WATER CLOSETS. . :3SSEWER LINE: (ft ) . t0 GREASE TRAPS. . . . . . . :0 ,)I3HWASI-iEP3. . . . % I WATER LINE (ft. ) . : 1 'A OTHER r I XTURCC. . . . . :10 7jARRACE DISP. . . : 1 RAIN DRAIN (ft) . :4 'JA I-iINO MACH. . . : 1 St= RAIN DRAINS. . : 1. MECHANICAL. _______._... __.__._._.__..._._______.._- - FEES UNIT HTRS. . :0 typo amcitAnt by date recpt "GAS/ / / VENTS . . . . . :0t TIF $ 1°;50. 00 SW 03/c0/95 - *1AX INPUT:O BTU DENT FfING. . :4 SWM t ?130. 00 SW 0u- 20/95 - URN ( 100K . . :0 HOODS. . . . . . : i JWM t 100. 00 SW 03/20/95 1N ) V=100K . . -. 1 WOODSTOVES. '0 BPRT 00 SW 03/20/95 .'JOR FURN. . . . :0 CLO DRYERS. s 1 BPLC t 554. 45 SW 02/24/95 94-26213' 'OIL/CMP ( 3HP:0 OTHER UNITS: 1. D5jrc t 42. 65 SW 03/20/3 - GAr DUTL.ETS s 1 PARK t 500. 00 7)W T3/20/95 -MPRT t 45., 00 SW 01:120/95 tATHRYN GIENGER MPLC t 11. 25 SW 03/20/9:" 03 hIE TEiDMp'r7N M5f'C S 2. . '5 SW 03/20/9" BTI-1 $ 225. 00 SW ¢13/20/95 - TL_AND OR Q'r212 F'SFC t i 1. �_5 L. 113/2019' "hone #: 28$--4229 EROS f as. 00 SW 0.;/c'0/95 218. 60 SW 0 /c 0/9C M G INC E.RPC t 28. 60 SW 03/20/95 '3013 NE THOMPSON '10RTLPN;. OR 9721P t 42L 0. 05 T0TAL 'his pereit is issued sib,iect to the regulations contained in the - -- _--- REOUIRED INSPECTIONS - - - - 'igard Municipal Code, State of (Ye. Specialty Godes and a:; other Footing Insp i='lm/'_ odslab Insp ipplicatilt laws. All Mork will be done in ar_cardance with approved Footing lni,E PLM/Underfloor Nlans. This peteit wail expire if mark is not -rted within 180 Folmdat ion Insp Mechanical Insp lays of issuance, or if work is suspen d fer or ,in 180 days. Fort/Beam Strutt PILI,, h Top Out Rost/Beam St)--:ct Fr-asning Insp 1'el mit' ee Signctu! . P(;S—t/Beam Mer:.t,an Fii epl,ac:c Insp Post/Beam Mecha r) Gc.s Line Insp Tssaed By : - �� Cl-.awl D in ' r '.station Insp Call fo*- inspection - 639-4175 ' A), • Residential Building Permit Application City of Tigard 13125 SW Mall Blvd. 7 igard, OR 97223 (503) 639-4171 Jobsite Address: �� 7 _,SCc� � v� Office Use Only Subdivision: �...w Lot #_ �-+—__ Planck:Re Valuation• _ �p 7,j e2, - j� _ � c# _ Comer Lot? Y N Permit # ,�11 Reissue of Flag Lot? Y N -- Map & TL# Owner: � Yy;� fr4kO A 9,61,1 Approvals Required Address SG l ,QYrth3.. Planning -- Engineering Phone _ �_ i z� —^ Other Contractor: lChn GLh C . Cl Items Required Address t _ — — Subcontractors Truss Details Phone: _ Other- -- �— -- _ 1-'— ontractor's License (attach copy of current Oregon license) Contact Name & Phone: Subcentractors: AmhitecUEngineer: Plumbing: /_-- _r Address. Mechanical: (attach copy of current OR Contractor's License) Phone: JOB DESCRIPTION: Applicant Signature & Phnr.^ ••umber - --- ---___—_ Received by: Date Received. Permit 0 Account Description Amount Amt. Pd. Bal. Dua. ydj"�/`T J�i•� Aldg. Pannit (BUILD) U._ �liU.3 u / f Plumb. Permit (PLUMB) Z Z�•w Mech. Permit (MECH) State Tax (TAX) Bldg: 02,(o J Plumb: _ • L �� Mech: - Z? Plan Check (PLANCK) Bldg: Plumb: Mech: _- Sewor Connection (SWUSA) u(1-- Sewer Inspection (SWINSP) 3 3, _ Parks Dev Charge (PKSDC) Residential Tie (TIF-R) /y.5 v �I Mass Transit TIF (T•IF-MT) Z� Commercial TIF (TIF-C) Industrial TiF (TIF-I) Institutional TIF (TIF4S) Office 'TIF 'TIF U) _ Water Quality 1WYQ0 AL.) o- _ Water Quantity (WQ1IANT) ZCJ � OtJ Fire Life Safety (FLS) Erosion Cntrl Permit (EPP!WT) Erosion Plar.ck/USA (ERP:-AN) Y,G 0 Erosion F'IancklCOT (EROSN) o�, TOTALS: CITY OF TiGARD — RFCF7.IPT OF PAYMENT RETE IPT NO, 195--265190 CHECK AMOUNT t 157. 24 NAME t KMcv INC. CASH AMOUNT 0. 00 ADDRFq8 t 503 PAYMENT DATE s 05/04/95 NE THOMPSON ST SlJBDTV7SION PORTLAND, OR 9721P-- PURPORE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT PM0lJNT PAID 4. 62 PLAN CHECK FE E•0. i P 11937 SW ASPEN RIDGE DR 2 101iX AMOUNT PAID VS7. 24 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: _ Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam ruc . Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Nle San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: u_ Time: —AM PM Address: ✓/• i3 t.• ,yL c�+ 1�__ Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:_ Date: , 9� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECY ION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ Q-O-�,�`'_ �f)•.eGa-.Yl•� /1_ G �kp�,/cz,4,,FootingSusp. Ceiling SprinkRough m plk-1 ' Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Me San. Sewer Gas Line -Bldg. fslbg.� Underfloor' Rain Drain Framing g -Plumb. Alarm Water Line Insulation -Mach. U^ierflr. Insui. Shear Wall Gyp. Bd. -Elect. Date Requested: �j`� ? Time: AM PM :_� Address ,,� .�1�� e Builder. Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: 01 i N1� Inspector:_ — Date: —APPROVED t-1 ISAPPROVED _APPROVED SUBJECT TO ABOVE ixCall Foy Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection line (Rec-O-Phone): 639-4175 Business Phone: 639-4f71 Inspection: Footing Susp. Ceiling Sprink Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. n. Sewer Gas Line -Bldg. Plbg. Underfloor �a_!2.D� Framing -Plumb. Alarm YCaier ljfi� Insulation -Mech. Underflr. Insul. Shur Wall Gyp. Bd. -Elect. Dato Requested d- Time: AM 0�2 Address:_ �/2 Builder. _ Permit #: j Uc'9 THE FOLLOWING CORRECTIONS ARE REQUIRED: vlector* Date: Ltl7_ PPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE ,Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE (`1 Inspection Line (Rec-O-Phone): 639-4175 Business Phone- 639-4171 Inspection:_ �1y] Footingusp. Ceiling Sprink. Rough-in Appr/Sdwlk or ndati Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San, Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing Plumb. Alarm Water Line Insulation -Asch. Underflr. Insul. Shear Wall / Gyp. Bd. [J;Gp -Elect. l Date Requested: � 7 ( L5- Tirne X_AM _ PM Address: c _._� 7T --� Builder: � Permit It: THE FOLLOWING CORRECTIONS ARE REQUIRED: S. C Inspector. Date:4 1 APPROVED DISAPPROVED PROVED SUBJECT TO ABOvE Cal! For Reinsp. P. 01 FAX Rb4lLZ>106Z 9 "bG'916ZO 503 NE 7'00�I+KOO PoRTLAO b, OR 97212 (503) 2$$-4229 FAX 'CO: ATTGOTIOO:ToTAL �?A6ZG'9: UCM-4 Q ave -a 0-c' a- c �`'t • P.02 9�.'fi� 9S 13 31 2 S07 PR4 13454 CRRLSUN TE5TIMP e1 t1 {;onstM4;JWn lmpecUon&Related Testy Carlson Testingo Ince GeotechnloalCowt►ltng P.O.Box 23814 Tigard,OMVW 97281 Phone(603)684.3480 FAX(503)984.0964 April 4, 1995 95-3119 FIELD INSPECTION REPORT DATES COVERED: April 3, 1995 PROJECT: Lot 29 - Aspen Ridge ADDRFSS: Tigard, OR INSPECTOR: Brian U. Leach 04--03-95: CTI engineering associate, Brian Leach, arrived on site at 11 : 30 AM to observe the footing excavations, setbacks and slope for the proposed residential home on Lot 29. C'rI representative observed and hand probed the footings. The sUbgradei soils consist of stiff brown, fine graveily, sandy silt (ML) . It is our opinion that the observed subgrades are suitable for support of the proposed structure to a maximum allowable bearing pressure of 1 , 500 lb/f t2. '14,e deck footing should be setback approximately 3 feet from the edgri of the exc-svaliurl. Tn oux opinion, the remaining footing setbacks are considered adequate. The increased slope face at the lot appears to be a result of the foundation excavations being pushed over the bank. This material not considered engineered fill and should be removed or cut back from the top of the slope to avoid erasion problems . our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without p.:ior authorization from this offiCe. If there are any further questions regarding this mutter, please do not hesitate to Contact this office. !tesperctfully submitted, --- -7671 gels CARLSON TESTING, INC, Psal•It'Fax Not � P4 �e From Co/Ow. cc Z).XL Dr,—"" Fns 1 Mmes D Tmbrie, P. E. �.1 - '^----- Geotechnical Engineer cc : Kathryn Gienger 503 NF Thompson Portland, OR 97212 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: o q` usp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg, Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL. Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: j L Timor I' �M PM Address: / l �i- Builder: IT _Permit"#��.S- G'C- J THE FOLLOWING CORRECTIONS ARE REQUIRED: firCL�S.-�S /��./�¢- /-'"T •. /�. .civ-^, w c r Inspector: Date: }/ —APPROVED _DISAPPROVED Z-*FsPROVED SUBJECT TO ABOVE _Call For Reinsp. Thanks +/- _F5t —Dolt Archive Copy Forward Headers Move Print Reply eXtract From FINANCE/DAVID, 31 Mar 95 16:51 1 of 8 Date: 31 Mar 95 12:55:42 CALL KATHY OF ICON, ASAP. CNE OF OUR INSPECTORS PUT A STOP WORK ORDER AT 11937 ASPENRIDGE BECAUSE OF NO SOILS TEST. SHE IS HOPPIN MADI 287-9907 Ken, I gave her her options, she is friendly once again. . . I told her she can move the spoils and if right on the top, go 30, deep, 1 foot from the top, go 24' deep, 2 feet from the top, go 18' deep etc. . . or have a geo-tech take a look and write it off. . . By the way. . .her concrete guys said you told them you wanted a compaction report? which, of course, is not what this is. . .since this is not fill. . . we should call this a report on footing clearance from descending slope face Thanks +/- _F5t _Dell Archive Copy Forward Headers Move Print. Reply eXtract From F1NJ01' r!DAVID, 31 Mar 95 16:51 1 of 8 Date: 31 Mar 95 12:55:42 CALL KATHY OF ICON, ASAP. ONE OF OUR INSPECTORS PUT A STOP WORK ORDER AT 11937 ASPENRIDGE BECAUSE OF NO SOILS TEST. SHE IS HOPPIN MAD! 287-9907 Ken, I gave her tier optio: s, she is friendly once again. . . I told her sh- can move the spoils and if right on the top, go 30' deep, 1 foot from the top, go 24' deep, 2 feet from the top, go 18' deep etc. . . or have a geo-tech take a look and write it off. . . By the way. . .her concrete guys said you told them you wanted a compaction report? which, of course, is not what this is. . .since this Ls not fill. . . we should call this a report on footing clearance from descending slope face Thanks +/- _F50 _Delt Archive Copy Forward Headers Move Print Reply eXtract From FINANCE/DAVID, 31 Mar 95 16:51 1 of 8 Dates 31 Mar 95 12:55:42 CALL KATHY OF ICON, ASAP. ONE OF OUR INSPECTORS PUT A STOP WORK ORDER AT 11937 ASPENRIDGE BECAUSE OF NO SOILS TEST. SHE IS HOPPIN MADI CITY OF T I GARDMASTER PERMIT C'.)MM,'JNITY DEVELOPMENT DgP _RTMENT FERMI I' #. . .. . . . . : Mb [9 b 13128 SW Hall Blvd.Tigard,Or*gon 07223.8104-(503)'069-4171 DATE ISSUED: 03/27/95 PARCEL: 2S11OPD-O6c_-'0O 3?TE ADDRESS. . . : 11937 SW ASPEN RIDUL DR �:UBDIVISION.. . . . : ASPEN RIDGE ZONING: R-4. 5 z3LUCK. . . . . . . . . . LOT. . . . . . . . . . . . . :029 BUILDING REISSUE: DWELLING UNlfS: l BASEftNT. .. :0 5f (,-ASS OF WORK. .-NEW BEDRMS:3 BATHS:3 GARAGE. . . . . . . . . . 3800 s I'YPE OF USE. . . :SF FLUOR AREAS REQUIRED SETBACKS- IYPE OF CONST. :5N FIRST. . . . :2168 s LEFT. . .-6 ft RIGHT. s5 ft JC(LUPANCY GRP. :R3 SECOND. . . : 1049 ,f FRONT. ;C"O i t REAR. 2`7 ft `.T-r U 141 ES. . . . . . . Ild F I NBSMENT;0 s: f- REQU I TOTAL- 32'37 :31- SMOKE DETECTORS. :Y 'IE I PHT. . . . . . . . ..o�24 ft F_LOUR LOAD. . . . 140 psf VALUE.. . . . . $ 230604 FARM ING SPACES. I Remarks r PATH I PLUMBING I NKS. . . . . . . . . . : 1 FLOOR DRAINS. . , . :0 IAACKFLOW PREVNTRS. �..kVHTURIES. . . . . 15 WATER HEATERS. . . : I TRAPS. . . . . . . . . . . . . . :0 , Ub/SHOWC.RG. . . . -3 Lf-)UNDRY TRAYS. . . : 1 CATCH BASINS. . . . . . . ..0 AH I t:.R LLUSE-1 S. . e3 bLWE.:.R LINE (ft) . :,0 UREASE TRAPS. . . . . . ,. *0 I)IS54AWASHER5. . . . : 1 WqTER LINE (ft ) . : 100 OTHER FIXTURES. L0 6ARBAGE DISP. . . sl RAIN DRAIN (ft) . :0 1JASHING MACH. . . . 1 SF RAIN DRAINS. . : 1 ------- MECHANICAL FEES --------------- -UEL UNIT HTRS. . :0 type amount by dat e racpt UR�i/ VENTS . . . . . :OJ TIF $ 1550. 00 SW 03/20/95 1,'IX INPIJI :0 L-61 LJ VLNT FANS. . - 4 GWm $ 180. 00 SW 03/2114/95 URN ( 100K . . -.0 HOODS. . . . . . 31 SWM $ 100. 00 SW 03/20/95 1JR1\1 ) =100K . . : I WOODSTOVES. :0 BPRT It 760. 50 SW 03/6.10/96 LUOR FURN. . . . :0 CLO DRYERS. : I BPLL $ 494. 33 SW 02/E.4/95 94- 262'116 '01L./CMP < 3HP:0 OTHER IJNIIS: l B5!:-,L $ 38. 163 SW 0:5/20/95 - GAS OUILETSil PARK $ 500. 00 SW 03/E0/95 mner ., s 45. 00 SW 03/2121/9'b AIH14YN GIENGER MPLL s 11. eb SW 03/20/95 -0.3 NE THOMPISON M5PU $ 1.2. 25 SW 0:3/2,0/1)5 3STH $ 825. 00 SW 03/20/95 :,0RrLAND UR 97212 P5PC It 11. 25 SW 03/20/95 #: 288-4229 EROS $ 88. 00 Sw 03/20/95 It do. CIO 151 W 03/214/" M G 1 NC E R P L $ 28. 60 SW 03/20/15 J03 NE 1HOMPSUN "OR-ILAND OR 97212 'horse #: 5111.3-'2813-4229 eg #. . : 104391 $ 4062. 81 TOTAL his peroit is issued subject to the re;ulatiom cortairied in the REQUIRED INSPECTIONS igard Municipal Code, State of Ore. Specialty Codes and all other Footing Jnsp Plumb Top Ol.tt applicable laws. All work will be done in accordance with Approved Fo Lindat ion Insp Framing Insp :dans. This pervit will expire if work is not started within 181 Vlost/Seam Strl.ict Fireplac:f, Insp ;s if issuance, or if work is suspended for corn than 180 days. Post/Beam Mectian Gas Line Insp Crawl Drain Insi.t1ation Tnsp erm i t;t e e !J i gnat V,�A_ P1m/1..mdsiab Inst' byp board Insp ! PLM/Unclerfloor Rain drain Jnsp Ssl.ted By : Machan.cal Insp Water Linp In-ti Call for inspection 639-4175 Residential Building Permit Applicatiaii City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: . Subdivision: A ,( Lot# Office Use O� Contact Date / / Initials Valuation: _ - - Result Planck/Rec# _ New Construction Only: (Square Footage) Permit # — House: Garage: Reissue of_ Map & TL #— Zone - Corner Lot? Y N Flag Lot? Y N Plat # ON ler: '--' Approyals Required _ Planning Setbacks _ Solar _ Address: —_— _ Engineering — Other Phone: ( ) Items Required Contractor: Subcontractors —_ -----—-- - Truss Dptails Address: Other ------- ------ -- -- — - Notes Phone: L-- -)--_ -- --__ — ------ — -- -__ Contractor's License # — —-- (attach copy of current Oregon license) Contact Name: Contact Phone: Subcont;actors: Archltect/Enginser: -- Plumbing: _ Address: Mechanical: (attach copy of current OR Contractors License) Phone: L--_L— —__----- — -- JOB DESCRIPTION- Applicant ESCRIPTIONApplicant Signature — Applicant Phone number �— Received by. �_` _ _ _ Date Received: Permit# Account Descriptl,)n Amount Amt. Pd. Bal. Due " 3Bldg. Permit (BUILD) `�(,�t 60l�.t' 00 �J Plumb. Permit (PLUh 8) Meeh. Penni! (MECH) (TAX) c' State Tax - Bldg: Plumb: Mech: 3� Plan Check (PLANCK) 1 c� 1 J 1` 33 i3�? Bldg: Plumb: Mech: Sewer Connertlon (SWUSA) _ Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) _ Industilai TIF (TIF-1) Institutional TIF (TIF-IS) Offlce TIF (TIF-0) Water Quality (WOUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) _ R Erosion Cntrl Permit (ERPRMT) Erosion Planck.,USA (ERPLAN) _ Erosion Planck/COT (EROSN) \1 TOTALS: CITY OF TIGARD — RECEIPT OF PAYMENT RECEIPT NO. :95-263386 CHECK AMOUNT a 34. 00 NAME a ICONN BUILDING & DESIGN CASH AMOUNT s 0. 00 ADDRESS a PAYMFNT DATE s 03/27/99 SUBDIVISION PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID BUILDING PERM 20. 00 PLAN CHECK FE 13. 00 ST. BUILD PER 1. 00 MST95-0093, ADD flIONAL FEE/CHANGED BUILDING PLANS 11937 ASPEN RIDGE iTo*rpi— PMOUNT PATO — 34. 00 PIPERMIT x-CITY01' T I GARD PERMI7LUMBING# a. . . . . . . : M5T95--009.-;) • DATE ISSUED: 03/20/95 COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall'Slvd.Tigard,Oregon 97223*809 (503)639-4171 PARCEL: 2G1I0RD--06200 L L11.i_- i jvv i-4.,)i L.i,l DR. ASPEN RIDGE LONING: R-4. 5 . . . . . . . . . . : LOT. . . . . . . . . . . . . ..029 ------------------I----------------------------------------------------------- LF SS Or- WORK—NEW GARBAGE D I SPOSAL.S. . : I OF u6L. . . . SSF WAkiHING MACH. . . . . . . 11 BACKFLOW PREVNTRS. . : l .3L LUPANCY GRP. . .R3 FLOOR DRAINS. . . . . . . :0 TRAPS. . . . . . . . . . . . . . :0 �IURIES. . . . . . . . :2 WATER HEATERS. . . . . . : 1 CATCH BASINS. . . . . . . :0 I --- LAUNDRY -TRAYS. . . . . . : 1 5F RAIN DRAINS. . . . . : L 1'\'�SS. . . . . . . . . . : I GREASE. TRAPS. . . . . . . :0 .-P roRIES. . . . . 15 UTHCF3 riXTURES. . . . . :0 'IL SHOWERS. . . . SEWER LINE (ft ) . . . . :0 -1 'J$1 1I CLOSETS. . .3 W!)TF--R LIHE* (ft ) . . . . : 114 D! WASHERS. . . . : 1 RAIN DRAIN (ft ) . . . . :0 PAI'H I 'JWN�:LR I ---------------------------------- -----FEES_____ 1 HNYN EEE3-----1HNYN GIENbER TIF $ 15bo. 00 SW 03/ao/955 NE THUMPSON SWM $ 180. 00 SW 03/20/95 SWM $ 100. 00 SW 03/.-10/95 1"OnTLAND OR 97'a-li-I LA PR T $ 740. .50 SW 03/x'_0;9 5 : - I 'IhoT,e #.- ":'.88--4229 BPLC $ 481. 33 SW 02/24/95 94-iRbc- B5PL $ .?,'7. 03 SW 03/20/9b Ilumbing Gontrautui- . PORI." $ 500. 00 SW 03/20/95 MPRT $ 45. 00 SW 03/20/95 4ame a MPLC $ 11. 21t5 SW 0a/c0/`:);j Iddress ., M5PC $ 2. 25 SW 03/20/95 i t y t es 3STH $ 225. 00 rjW 03/20/"35 - ip: Phone#: V15PIC $ 11. at) SW 03/20/4b ;ieg Additional fees not shown here. . . . . . . . . ------- REQUIRED INSPECTIONS f'his permit is issued subject to the t,eg- "(1ations contained in the Tigar-d Municipal Footing Insp Insulation Insp e ode, :tate of fly-e. Specialty Codes and all Foundation Insp Gyp Board Insp other applicable laws. All work will be done Post/Beam Struct Rain drain Insp ; n accordance with approved plans. This Post/beam lnec,han Water, Line Insp permit will expire if work is not started C. awl Drain Water Service In within 180 days of iss�.iance, or-, if woi-k is PIM/Undslah Insp Oppr/5dw1k lnzip suspended for- more than 180 days. PLM/Underfloor- Mechanical Final Mechanical Insp Plumb Final Plumb Top Out Building Final Framing Insp Erosion Control Fireplace Insp (jas Line Insp t ed k tubing Contractor Signature , Lail for, inspection - 639--4175 on Tact r ates . CITY OF TIGARD Mrl:; F. . PERMIT F'ERM I 1' #. . . . . . .DATE ISSUED: 03/20/95 .00MMUNITY DEVELOPMENT DEPARTMENT 19125 SW Mail Blvd.Tigard,Oregon 97223*6199 (509)539-4171 PARCEL: aS 1 10BD--0b2W0 r. NLi1iltL ;a:a. I 1 ,�l {a4t( L:I i iia'.L ul- 1.112 �IVIS1ON. . . . : ASPEN RIDUE ZONINGS R-4. 5 :3LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . 10�:9 RUILOWC- -__--__.--.-----____--------.-___--__---_ . REISSUEt DWELLING UNITS: 1 BASEMENT. . . . . . . . :0 sf CLASS OF WORK. :NEW BEDRMS s 3 BATHS:3 GHRAOE. . . . . . . . . . :800 1:f I YPL OF USE. . . t SF= FLOOR AREAS-- -- ---- --- REQUIRED SETBPCKS•---------- I"YWE OF CONST. 95N F IRST'. . . . :2168 sf LEFT. . s6 ft RIGHT. s5 ft 0CLUNANCY GRP. :R3. SECOND. . . : 1049 sf F RONT. :cO ft REAR. . s 2 7 f : jTbFuES. . . . . . . s2 F'INBSMENT:O sf REQUIRED---------------------- iE I L1HT. . . . . . . :24 ft TOTAL----- -:3:.37 s fi IT ,MOKE DETE;C T'ORS3. -Y FLC1,9R LOAD. . . . :40 psf VALUE. . . . . f : 1122320 PARKING SPACES. . - 1 Remarks .- PATH I __._.____..________.___.__.__.---------_-_•-- PLUMBING '31 NKS. . . . . . . . . . . 1 FLOOR DPAINS. . . . :0 BACKFLU14 PREVNT'RS. . : 1 AVtATUHIE:S. . . . . :5 WATER Hi ATERS. . . : 1 TRAPS. . . . . . . . . . . . . . ;0 I-UB/SHOWERS. . . . :3 LAUNDRY TRAYS. . . : 1 CATCH BASINS. . . . . . . :0 w4I F'R CLOSETS. . :3 SEWER L LNE (ft) . s 0 GREASE TRAPS. . . . . . . 30 DISHWASHERS. . . . : 1 WATER LINE ( f t ) . : 1 O0 OTHER E I X TURES. . . . . :0 IiARBAGE DISP. . . : 1 RAIN DRAIN (ft) . illi WASHING MACH. . . s 1 SF= RAIN DRAINS. . : 1 -•----___---_-'_-- MECHANICAL. ________-.--------_______.___..._____-- FEES _____---____ UEr_ TYPEyi- ------- --- UNIT HIPS. . :O type amount by date recpt /Uks/ / / VE=NTS . . . . . t 0 T IF $ 1550. 00 SW 03/.::0/95 - MAX INPUT :0 BTU VENT CANS. . :4 SWM $ 180. 00 SW O3/2-10/1)' FURN ( 1O0K . . t@ HOODS. . . . . . s1 SWM $ 100. 00 SW 03/20/95 - I�URN )-1O0K . . *. I WOODSTOVES. :0 BPRT $ 740. 50 SW 0:3/20/9°:; - YL_UOR FURN. . . . :0 CLU DRYERS. : I BPL(- $ 481. 33 SW O2/24/95 94-26218C NOiL/L'MP ! :3HP:0 OTHER UNITS: 1 B5PC $ 37. 03 SW 03/Z',0/93 - GAS OUTLETS: 1 PARK $ 500. 00 SW 03/210/95 - Owner': --- ---------------------------------MF-,R I $ 45. 00 SW 03/2O/95 - :AI HKYN GIENGER MPLL $ 11. 25 SW r,43/20/95 - 303 NE THOMPSON M5PC $ 2. 25 SW O3/20/95 - 3BTH $ 225. 00 SW 03/20/95 - i'ORTLAND OR '37212 P5PC $ 11. 25 15W 03/1-10/95 - Phone #: 288-4229 EROS $ 88. 00 SW 03/20/95 - -antrar-tor: 28- 60 SW 03/20/913 - ri M U INC ERPC $ 28. 60 SW O3/2O/95 - `5'03 NE THOMPS3UN PORTLAND OR 97212 Iil-lone ##: 503--288 ..4 '.24 Keg #. . : 10439J _._______________________________________ t 40eB. 81 TOTAL ,,'is pereit is issued subject to the rej.lations contained in the -- - - REPUIRED INSPECTIONS - ------- ,,ird Nuricipal Code, Stitt of Ore. Specialty Codes and all other Footing Insp Plumb Top O u t applirable laws. All work Mill be done in accordance with approved F 3undation Insp Framing Insp plans. This pereit will expire if work is rot started within 188 Post/Beam Stri-ict Fireplace Insp gays of issuance, or if work is suspended T sore than 188 days. Past/Beam Mechan Gas Line Insp yawl DrainInsulation Insp Porloittee Signature , _l 'lmi,.indslab Insp Gyp Board Fnsp 11 � PLM/Underfloor Rain drain Insp s{_ied By : ►W�•t-t -- Mechanical Insp Water Line In-1p L,all fur inspection - 639-4175 CITY CSF TIGARD `'EWER PERIERMTCTIUN 1' .COMMUNITY DEVELOPMENT DEPARTMENT PER1111 #. . . . . . . a 5WR9 a �r[��.:• 13126 SW Hall Blvd.Tigard,Oregon 97223941 06 (601).1310+4171 DATE ISSUED: 03/20/95' :3/20/95 PARCEL: ��f+'110$U Q►6�0►c� fE. ADURLSS. . . 11937 SW ASPEN RIDGL UR ..)LJBDIVISION. . . . : ASPEN RIDGE ZONING: R-4. 5 BLOCK. . . . . . . . . . . LO1.. . . . . . . . . . . . . t029 ----------------------------------------------------------------------------------- VE.NANT NAME. . . . . : iJSA NU. . . . . . . . . . : FIXTURE. UNITS. . . . (.:LASS OF WORK. . . :114EW DWELLING UNITS'. . : 1 rPF_ OF USE. . . . . :SF NO. OF BUILDINGS: . INSTALL TYPE. . . . :BUSWP IME='ERV SURFACE— :: : sf Hema*-ks : PATH I ..tier: __._______----____.. _________._._–__._____-- -------.______.__ FEE .;,THNYN GIENGER type aniorant by date recpt :_jo:S NE THUMPSUN PRMT $ 2200. 00 SW 03/20/95 1iVSP $ X5. 00 5W 03/20/91 JiTLAND OR 97;-�_,12 one #: 288-4229 ;,Cntractor: -----_–___.---_--_--_---_____–__ ,NI-RACTOR NOT ON FILE ----------------- E :2235. 00 TOTAL -------— REOU I RED INSPECTIONS --- ---This Applicant agrees to roaply with all the rules and r-egulatlans Sewer Insiper_t ion of the lrnifled Sewage Agency. The permit expires 180 days from the date issued, The total amount paid will he forfeited if the �. oermit expires, The Agency does not guarantee the accuracy of the side sewer laterais, if the spoor is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a 'Tap and Side Sewer" permit and the Agin I y will install a lateral. ermittee Gignat .ire : 1. sed By . fall for inspection – 639-4175 X15 - a43ir8' CITY OF TIGARD — RECEIPT OF PAYMENT RECEIPT NO. t95--P63118 CHECK AMOUNT a 6013. 81 N01IF-, KMG INCORPORATED CASH AMOUNT v 0. 00 A!-)I)PFSS s GIENGFR, KATHRYN PAYMENT DATE s 03/20/95 503 NE THOMPSON ST SUBDIVISION PORTLAND, OR 97212— PURPOSE OF PAYMENT AMOUNT PAID PURPOSE' OF PAYMENT AMOUNT PAID I?LIILAINI� PERM MST95--009' 740. 50 PLUMBING PERM 225. 00 MECHANICAL PE 45.00 ST. BUILD PER 50. 53 PLAN CHECK FE 242. 58 SEWER LISA SWR95--0093 2200. 00 SEWER INSPECT !,5. 00 PARKS SOC 500. 00 HE'D DUALITY FAr.*It.-ITlv' FFF ISO. eel RESIDENTIAL TRAFFIC FEES 1430. 00 MASS TRANSIT T I V FEES 120. 00 1-420 QUANTITY FACILITY FEE 100. 00 EROSION CON'rROL. PERMITFEE SA. 910 EROSION CONTROL. PLAN CK 28. 60 EROSION CONTROL 2A. 60 11 1937 SW ASPEN H I D(*.- DR TOTAL AMOUNT PAIL) — — — —> 6013. 81. •r, it R2sidentiad--ftllding Permit Atapiication City of Tigard 13125 SW Hall Blvd. 1 Tigard, OR 97223 (503) 639-4171 Jobsite Address: Subdivision: : _. Lot# L \, Office a+: On iv Valuation: Planck/Rec Corner Lot? Y N Permit # Flog Lot? Y (_�N Reissue of it Owner: �_ � --�- 1 Approval* Re ua {red Address: Planning ^{ • X) Engineering Phone: J��, C� Other I Contractor: f"Y"C" n (X"UC Items Required Address: --- Subcontractors �� /P - Truss Details Phone: Other Arw,s _Dur Contractor's License (attach copy of current Oregon license) ,,t, ekv 10j . vY Ir 'I nE�v flk Contact Name 8 Phone: Oki CD Subcontractors: Cjt.V�(l1 _,Y/ ArchitectJEnglneer. �f ) Ll' Plumbing: � ° ` _ Address: YI(-) \8 Mechanical: io02E- (attach copy of current O ,o r ntractor's icense) (.�o �z C� 3 - JOB DESCRIPTION" ppiicant Sign re & iMioe numtkr Received by: Date Received: 7 `/ Permit# Account Description Amount Amt, Pd. Bal. Dui /f�ff - - -3 Bldg. Permit (BUILD) U0. 5 .3 1 Plumb. Permit (PLUMB) Mach. Permit (MECH) 41.u_ / State Tax. (TAX) y,j}_ Bldg: ,3 z,g_, Plumb: Z�_ y Mech: 1 Z) Plan Check (PLANCK) �o�'.S,Y 7 `'a r 2 L-5— Bldg: 5Bldg: Plumb: Mecti: /(. Z� . 5 _e_o 3 Sewer Connection (SWUSA) Sewer Inspection (SWINSP) 3.) 3 Parks Dev Charge (PKSDC) c-ri Sw Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) !_ / ZV Commercial TIF (TIF-C) _ Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) 3'k,Ov __ •� Erosion PlancklUSA (ERPLAN) 6�� Erosion PlancklCOT (EROSN) TOTALS: 13 1307 BY S.W. ASPEN RIDGE DRIVE KATHRYN GIENGER CITY OF TIGARD P)O,CtLp ASPEN RIDGE LOT 29 N 88.16'20• W --�I,•— ,- ✓�- ,----=1—�_ Cr' �• " =s — .y...tet ....... ... - qct 0i1 yr . w ' 1 .? in / = / MAIN FLOOR. ' .9L.=10A.0' : uj N if IN .. .. •�' tw ao .Q R tib. / 1 cm 1 i Q 3 z .... ...... +--.................. - c/) r (3500 PSI) 1, _++ DRIVEWAY —' + S X6.40'58"/W N,88'16'20" W El '•g8.p5`i 8 I 6948 Et: IcS .Z Icl,-D ------------------------------ 27' PRIVATE ACCESS AND UTILITY ESMT. 02/23/95 MRR � m 'ORIGINAL 0 A L A n 11Af ( 0QD D C f I I n Aff0CIAT ( / In ( 1305 N.W 18TH AVENUE, PORTLAND, OREGON 97209 (503) 225-9161 S C A L E 1 ' 2 0 ' - 0 From: FINANCE/COUNTER Subject: MESSAGE To: BONNIE X-To: BONNIE Date: 28 Feb 95 10:50:39 KATHERINE ICON BLDG AND DESIGN REG: GARAGE GOES OFF OF THE ALLEY NOT THE STR ALL THE GARAGES GO OFF OF THE ALLEY IF ANY QUES PLSE CALL 288-4229. C: 'T OF TIOARD RrcFii:,,r ciF PAYMVNT RE.CEIPT NO. 195--268186 NAME KPIG INCORPORATE0 CHECK AMOUNT 2500. 00 CAqH AMOUNT a 0. 00 (d)DRES9 503 NE THOMP MsN ST PAYMF:NT DATE OP/24/95 SUBI.)I V 1 S3 1 nN PORTLAND, OREGON 97212— PURPOSE OP PAYMFNT AMOUNT PAID Pt.,IRpor..Ipf- (IF PAYMENT 0MOLINT PAID PLAN CHECK FF 250. 00 119.47 S-W A�+PFN RIDGE LOT Pc) T07 Id AMOUNT PATD 00 it HAMPT-ON DISTRTBLJTTON CENTER HAMPTON DISTRTBUTT-ON CENTER HAMPTON DTSTRTETUTZON CENTER WILLAMETTE INDUSTRIES, INC. � • / �► Authorized Willamette Industries Sales Representative Authorized Willamette Industries Sales Representative Authorized Willamette Industries Sales Representative -- PROJECT : PLAN #1307 JOB NO . : 700 DESIGNER : GC DATE : 3 '20/95 SHEET : PROJECT : PLAN #1307 JOB NO . : 700 Engineered Wooa Products DESIGNER : GC DATE : 3/20/95 SHEET : DESIGNER : Jr•1A PROJECT - PLAN #1:j:�7 JOB;ATE : 3/21/95 SHEET :NO . : 700 c•-"�- � � MARK F6 STRUCJOIS'r AT MAIN FLOOR :. PRODUCT LOADING AT ITH TOTAL LOAD , SHEAR AND r1OrtENf DIAGRAh1S ) MARK f=4 STRUCJOIST AT MAIN FLOOR W1 = 67 PLF Dl_ = 10 P'�F L!_ = 40 PSF TRIB= 16 IN PROD' : . T LOADING ( WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT ) MARK IJC2 1JC\GLULAM AT MAIN FLOOR �� - 1?.0 OB ) PT . LD . FROM FRr1 'G ABOVE = 6 F DL = 10 PSF LL = 40 PSF TRIi3= 16 IN PRODUCT LOADING ( WITH TOTAL LOAD , SHEAR AH'-� 1`10ME►:T CIAGRAh'.S ) -� P 1 = 3 30 L B @ 2 1 F T ( L l-.= W 1 `� � Pl Wl(18' ) t•J1 84S PLF RUM,) = 245 PLF �_ = 60C F,!-F E W P A L C C U V E R S H E E T "� � W105.5' ) 1),0 ( I PLAN #1307 TVBS-JN . RD .\KMG INC . I 17,5' 18' 18' Jos NO . : 700 939# I `u' REACTION 600 LBS MOMENT = 2700 FT-LBS REACTION = 600 LBS' 6995# 3S au j DEFLECTIONS LL = 0 .29" = L/ 754 TLL/ 603 = I The attached c:alculatioi-v� reflect the sPeC:ifie clesigrtLVL - `---- *** USE 11 .875 INr:H SJ-35( 2 .2E ) @ 16 IN O/C WITH GLUED SHEATHING >_nformation and product_ determination for- t:nyineered wood products nciustr ies , Inc. . The information noted - --- I - _ manufactured by Willamette I -54@# �- � r• refull•� examined and verified for the accuracy and 7th 100% LOAD C'URATION FACTOR USED FOR ALLOWABLE SHEAR AND MOh1EtvT ) •--_ � +,•, should b3 ca �a.itabiiity of all clrsign par,arneters and PI-oduct selections , 4% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT ) 6532# ALLOWABLE SHEAR = 1420# EI X 10-6 = 500 X221'# The •.-a ecu lations are valid for constant depth StrucJoist or ALLOWABLE MOMENT = 6040 '# K X 10 6 l•+moi J� fists , «,ld S ':rucLam or Bol-amia G1ul-am Beams . They reflect 1224' # __ - MIN END BEARING 1.ENGTH = 1_75 in . 7$9E'# - - _ 116Q7'# _ - FrOdLiCta withoL': ?tchNs ( including "birdsrnouth" bearings ) or holes , _ __- -- ____ MAX END REACTION = 600( Ra 1250 ) - with the excaptioiI t`-lat holes .pet Willarnette In, charts Inc. . ul. - -- •— CONTINUOUS LATERAL SUPPORT REQ 'D AT TOP EDGE charts are ally}wr�•� in I-Joist:� . Tha� pro��uci::� noted are il�tanridd •..�, �,�' .k.*�c*�K*�Kk****=K**��K***�K:K*�*****�K****Ask:Kk*-K*:i,�=K'i'*'K:►:�K**ak:k K'K�,k.k'{: K-Kk:K•k'k*.k.k'K* k*-K�**:K-K%KW r use normal temperatures and untreated aPPli':at.iona . �t,r' MARK IJC1ROD IADIGIB AT MAIN FLUOR interior PRODUCT LOADING, ( WITH TOTAL LG,AD DIAGRAM AND MAXIMUM SHEAR AND t•10ME1JT ) -32894 The :,pans noted on the calculat?ons reflect center to eentar W. a 11'90 PLF DL = 390 PLF LL = 800 PLF -17436'# of required bearing ( not Clea spans ) . Products sloped over 3" ift P1 = 2400 LB € 8 �T ( LL= 1500 LB ) PT . LD . FROM HIP ABOVE shared be d bearing alyze(j ore t sloped lengtl-� . The loads shown rnu:at be MAXIMUM SHEAR , MOMENT AND DCFL ( - INDICATES UP ) DUE TO UNBALANCED LIVE LOADS : P1 DESIGN SHEAR = 923 lbs ( LEFT END OF SPAN TWO ) MAXIMUM SHEAR , MOMENT AND -)EFL ( - INDICATES UP ) DUE TO UNBALANCED LIVE LOADS: appropriate for the selected duration of load . Bear, and Joist Wl(10.5' ) weights must bh i 1c'.uded in the dead loads noted . Concentrated NEGATIVE MOMENT _ -3209 ft-lbs ( LEFT END OF SPAN TWO ) DESI I SHEAR - 6159 lbs ( LEFT END OF SPAN TWO J POSITIVE MOMENT - '676 ft-lbs ( SPAN TWO ) tJErATIVE t•tUh1EN•f - -17436 ft-lbs ( LEFT EMD OF SPANTWO ) I are assumed to be applied to the top edge of the niemL SPAN ONE DEFL ; MAX DOWN ) LL�= 0 .21a" = L/ 811 TL = 0 .2'>" = L/ 797 POSITIVE MOMENT 13703 ft-lbs (SPAN TWO ) Lateral loads are riot considered . .L ' :�PA�J TWO OFF''_ ( MAX DOWN LL = 0 ..?3" = O/ h46 TL = 0 .47" = L/ 45�: ` SPAN GIBE DEFL ( MAX DOWN ) LL = 0 .14 " = L/1041 TL = 0 . 16" = L/ 883 10.5' SPAN I"I,JO DEFL ( MAX DOWN ) LL = 0 .21 " = L/ 769 TL = 0 .27" = L/ 603 The calculations assume the above products are laterally braced as noted on each calculation and installed f.n accordanc4i, *** USE i1 .875 INCH SJ-15( 2 .2E LVL ) @ 16 IN 0/C WITH GLUED SHEATHING *** REACTION = 6819 LBS MOMENT = 19700 FT-LBS REACTION = 8076 1_3S ** USE 5 .5 x 11 .875 INCH Bohemia IJC( 26F-V4 SP/SP ) x:** with local building code requiremhnts . Additionally Bohemia Glulams must b® installed per APA r�commen:ati,�rts and I-Joists and StrucLam ( 100a LOAD OUF'ATIOt1 FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT DEFLECTIONS LL = 0 . 18" = L/ 70 : TL = 0 .27" = L/ 468 must `>e installed fir,:�t-ailed and supPortF:d Per Willamette Industries , ( 4=a REPETITIVE. INCREASE USED FOR ALLOWABLE MOMENT ) ( 1000 LOAD DURATION .FACTOR USED FOR ALLuWABLE :HEAR AND MOMENT ) "fl POS Inc . aHEAR = 1420# EI X 10'�h = 350 **� USE 5 .5 x it .875 INCH Bohemia I JC ( 26F-V4 5P/SP ) *** - GI•J MOMENT = �hG '# K X 1G�6 = 6 . 18 ALL SHEAR 87100 EI X 10 ALL6 = 1458 nc . recommendations . Roof joists and beams must be sloped per. Code ALLOW for adequate drainage . ALLOW 1•10MENT 38hG ' # 1 '000 OAD DURATION FACTOR USED FOR ALLOWABLE Si-IFAR AND MOMENT ) ALLOW POS MOMENT = 28010 '#t ALLOW NEG MOMENT = ?7750 '# When noted ot; the calculations , products continuous over MIN END BEARING LENGTH = 1 .75 in . MIN CONTINUOUS BEARING LENGTH = 3 .5 in . MIN END BEARING LENGTH = 1 .54 in . MIN CONTINUOUS BEARING LENGTH = 4 .35 in . MAX END REACTION = 597( Ra = 975 ) MAX INT REACTION = 1755( Ra = 1950 ) �-- r : �^ 458 CONTINUOUS LATERAL SUPPORT REQ 'D AT TOP EDGE support are designed for unbalanced Live 1oad:s on adjacent_ an�:i ALLOWABLE SHEAR 8� �VJt - � �� alternate spans . Unbalanced live loads are reflected l.n maximum CONTINUOUS LATERAL SUPPORT REQ 'U AT TOP EDGE ALLGL•JABLE MOMENT = 'c++010 '# MIN END shear , moments and rive lead deflections . Maximum design shear :'D AT TOP EDGE n. CONTINUOUUSS LATERAL LENGTH = 2 .59RAL SUPPOFT REQ reflects reduction" NDATI0N5 for shear at "depth D" where appropriate . A *** �****X LIVE LOAD DEFLECTION MEETS CODE BUT EXCEEDS WII-LAMETTE 'S RECOMh�c This calculation is valid only for the loads and spans noted, subject to notes on the attached EWPCALC COVERSHEET. This calculation is valid only for the loads and spans noted, subject to notes on the attached EWPCALC COVERSHEET. Willamette industries, Inc. , engineered Wood Products, EWPCALC software (version 2.04) 11937 SW Aspen Ridge This calculation is valid only for the loads and spans noted, subject to notes on the attached EWPCALC COVERSHEET. 11937 SW Aspen Ridge 11937 SW Aspen Ridge Drive Drive 2 of 11 11937 SW Aspen Ridge 4 of 11 1 of 11 Drive 3 of 11 HAMPTON DISTRIBUTION CENTER HAMPTON DISTRIBUTION CENTER = r L - --- --A- H A M H A M P T O P T O N AFFILIATE 4950 N W Front Avenue Portland. Oregon 97210 4950 N W Front Avenue Portland . Oregon 97210 Phone ( 503) 220-0600 Fax (503) 220-8596 Phone (503 ) 220-0600 Fax (503) 220-8596 7rAKEOFF FOR : S�- '� CONTRACTOR : lNG EST. TAKE OFT' FOR : �''�v'41'S/J- 1:219 �i'- '1''� TRACTOR : 't� ANG DATE: _ ,c _ RESIDENCE :�t,f�l�) � D'1 DATE: �j� Z0��1 _. RESIDENCE :-�1,�/�1 � JOB # : JOB # : -I DO PHONE #: 6�j tii �i't ___ oo PHONE #: - MARK. ## QUANTITY DESCRIPTION LENGTH O'TAI, L.F PRICE AMOUNT MARK � QUANTITY DESCRIPTION LENGTH OTAL L.�' PRICE AMOUNT Ngo 1 (Ll " l '-- i I LA r) , rr -- IJ C.,�, -----r-- -- __- -- - _ _C, _. -- _ _-- ---- — C �► ' rr v 11937 SW Aspen Ridge - -- —' - Drive - 11937 SW Aspen Ridge — - 5 of 11 Drive 11, - 8 of 11 FOLLOW STRUCJOIST & STRUC-LAM INSTAT. .A'TION GtTIDE FOLLOW STRUC-JOIST & STRUC-LAM INS"T�►LLATION GUIDE 08/19/96 l�l ��I�� t ��I�t�l�i�l�! � I��;I�I�lI►It IIIII�►�I��it i I� I�i�lCl�l� i,JtltiI 1111W i1l1l1l1tIf 1 11 1 �t�! IMCN Mwt III CHMIA t t t (ilIIIIIIIIIIIIiIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlII�IIiI IIIIIIIII illlIIIII IIIIIIIIlIIIIIIIIiIlIIIIIIIIIIiIIIllllllilllllllllli illlinnllnl�nlllnlltn!!I!lnlnilliintnlilnlillnlllill !llllnn u!!I!n!I!lninn n!llnnl!lnin!!I!n!i!n! nulnn !!!!I!!n nninntnl+Innen )TRULJOIST ARE SPACED AT 16 O /C AND 1 1 7 % (81 CJI 15 TYPICAL U 0 NOTE: ' j IT IS THE RESPONSIBILITY OF THE CONTRACTOR\FRAMER TO CAREFULLY READ THE STRUCJOIST\ STRU CLAM INSTALLATION GUIDE PRIOR TO PRODUCT PLACEMENT. �� C r a 'i w \'= 2) IT IS THE RESPONSIBILITY OF THE CONTRACTOR\FRAMER TO CAREFULLY REVIEW 'CONTRACT DRAWINGS FOR PLACEMENT OF POSTS AND PADS REQUIRED FOR UPP, � ' h, 1) %F151--- INDICATES DETAIL NUMBER ^ ) ---INDICATES SHEET NUMBER ' F2 F3 NOTF: AN APPROVED EXCEPTABLE �5 \.5 ALTERNATE TO DETAIL " F3" , SUGGESTED STRUCJOIST BEARING: M SWILL BE (1 ) �.AYER`.,PIECE OF STRUCJOIST TO BEAR ON 2X6 " PONY WAL_' EITHERTHE 1" RIM BOARD PROVIDED. W /15"X7" CONCRETE CONTINUOUS FOOTING / END OFF S TRUCJOIST. � l(� W%2 ROWS OF' #4. ALTERNATE: 4X12 W/ � TYPICAL U.N.O. NOTE: RIM BOARD PROVIDED AT 24, x24' x 12" CONCRETE PADS (?� 6'-()" 0;'C. PARALLEL WALLS, IN ADDITION INCREASE FOOTING SIZE WHERE INDICATED 26,-0„ TO STRUCJOIST. ON CONTRACT DRAWINGS. TYPICAL UNLESS NOTED OTHE .WISE. 4'-0" u � L I O O J 'F7� o 14'-p,. - W I r7'— I�I / 7`\2 0" — � C LL l LL— —•-; L4-t--- 4' _p„ - -- - -- --- Sim - 4X10 LEDGER ATTACHED TO CO1 'CRIIIETE 'NHL W/ BGLTS 12" 0/C STAG;'ERED. (SUGGESTION ONLY,) i1 Z o0 11937 SW Aspen Ride _ -- -- _-- -_-_- Drive '' 7 of 11 08/19/96 , � ► jl � l i � l � i � l l � lll � l ICI � III I � I � I � i I � I � I t 1111111 1111111 Ill , il111111I I IIIN1 1Jili I � i � l � l ► � � � ! ! ` � � � � � Ill � l illlillllllll Illllllltll � lf I I � I � IIl � Ill � l ill � lilll � ill � '� I I I I I I I INCH ' MADE IN CHINA i�iliiiiiii�iliiii�Iili�IIIIIIIIIIillllllll�l!IIIIIIIIIIIIIIIII�iIIIIIIIIIIII�IIIIIIIIIIIIIiI�IIIIIIIIIIIIIII1111Illlllllfi�lllII1111�IIIIIIIIiIIIIIIIIIIIiIIIIIIilIll1111lIIIIIIIIIIIIIIIIII(�IIIIIIilllllllllllllllllillllllllllll�lil;l�iiil�iiiliiiiliiiiliii��iiiiliiii�i��iliiii��iiil�iii��ii�li��ii i OU'F I c O/ C AND 11 7 8" SJ1 - 1 '5 T��rPICA•L U . N . O . STRUCJ0I �T ARE � PA. � ED AT 16 � � / > T CAREFULLY READ THE STRUCJGIST\STRUCLAM INSTALLATION GUIDE PRIOR TO PRODUCT PLACEMENT. NOTE: 1 ) IT IS THE RESPONSIBILITY OF THE CONTRACTOR\FRAMER G > 4 ` ryw .1 U1 -.J --- F15 INDICATES DETAIL NUMBER 5 /- --INDICATES SHEET NUMBER �F2 F3 NOTE: AN APPROVED EXCEPTABLE IJC/GLB MATERIALS LIST. STRUCLAM MATERIALS LIST: 5 5 ALTERNATE TO DETAIL "F3" , EITHER\OR AT THE WILL BE (1 ) LAYER\PIECE OF IJC 1' -5 1 /2 X 1 1 7/8"X11 '-O" "SL1" -1 3/4"X 1 1 7/8"X6'-0" (2) „ _ .,, �• G„ END OF STRUCJOISTr 1" RIM BOARD PROVIDED, IJC2 5 1 /2 .�11 7/8 X26 ADD'�IL SJI UNDER "SL2"-1 3/4"X11 7/8'X4'-0" (2) T'(PICAI_ U.N.O. " " 'X 1 1 7/8!'X 19'-0" \ WALL ABOVE 1 't,NOTE: RIM BOARD PROVIDE AT "SLY -1 3/4 PARALLEL WALLS, IN ADDITION O _TR� � JOIST. IJC Z' 4'-0" � (z) ------------------ i oll 4'-0" - - - - F9-19`',, 13 -0' I I I SJI 35 14'—G" I ! \ � i a0 I I I I c",i (7.4 •i �$ Itl ^J CJ . -D '-- - � , F —5`�, 32'-0. I I I �� 1 4 —? Li LL- — ,r TT i ;� %: - I-6-9\3 6' J 1 `J :F7' �— - — -- - -- -- l J „ n n I n STAIR OPENING i 4'—J, ` - SL2 �� i i L-- ADG'NL SJI PROVIDED - - - �I TO FORM DOUBLE =+ F4-6`, t 9'-0 UN ER POST ABOVE Lk S L 12'-8" 1 l 16'_4" _ -0 `\ it L _ Li GLB MATERIALS LIST; -- --- - - - -- "GLB1" -6 3/4"X25 1 //2" X32'-O" (GARAGE BM.) ) jj -{ "GLB2" -3 1 /B"X 13 1 /2"X20'-O" (GARAGE HDR.) 111137 SW Aspen Ridge Drive I t ham, 8 of 11 :. i I 08/19/96 il ► llj ► i � lj � jl i � i � i � � � j � ji i I 1111111111111 111111 Jill 111111 1 j � 1iliil � illl � 11II1111glill llll11111 ! jllllIIllll 1l � ll1111111 ll- A jl I Illlilllilill l0llljllilllll , INCHMADE IN CHINA �� f 4 1 I I 14 1 I 1 11 11 1 4 Z !1 10 I IIIIIIIIIIIiIIIIIIIIIII!illllilll1111111�IIIIIIIIII1111{IIIIIIIIIIIIIIIIIIIII111�IIIIIIIIIIIIIIIIIII�IIIII1111IIIIiII111II11111111�1i1i11111IIIIlIIIIIIIIIIIIIIIIIIIiIIIIIIIIIiIIIIIIIIIIIIIIIIIIIiIIIII�IIIIIIIiI�ItIIIIIIIII!!'I.!Illllllllllililllllillllllillllllilllllllilillllllllllllliill�lliilll ��li • ` (D A FLOOR TYPICAL StrucJo*st F5 F7 FS STRUc.AOtsT BLooc;NG PMIEL OR WARNING - Do NOT ALLOW WORKERS OR FULL DEPTH 2X4 CRIPPtr ON EACH - BLOCKING, SIDE RECaUIR1� w►�EN SUPPORTING HANGERS. FdW JOISTS. NAJUNG, CONNEC- F9 NON-I DAD BEARING CJNTILEYER. LOAD--tet» WALL ABO'* - nONS ANO TEMpORARY BRACING ARE BLOMNG PANEta R£OUIRU w �N COMPLETE. SEE SAFETY WAJRNING. �� i n ee reONINSTALL STRUCJOIST ARE CANT1LFVtRIM- F 2 STRUCJa sT MM ATF10 �� Wood -. Products GUIDE SJ•15 SJ-25 SJ-35 T _ T _ LV L lange ST +-- O S 8 - —d I FtUCLJ W BEAU. I 1 nvf C U F1 STRUCJOtST BLOCK NG F5 ST'RUCL AM BEAM sa uuLTIPLE F6 END wAlL DETAIL .JOIST DETAIL ■ ■ FCR HOLD SIZES �; TEl�'CRARY 5i-fE�,TNING IF ENO wALL IS NOT dindustries3 9RACED. ATTACH `MTH ed NAILS AT 6' o.c- ette A,NO LOCATIONS OR 9-17472 • Phone: 1 -800-942-9927 SEE HCX.E CHART. _ uAx USE U(S P£R11FETY SHEATHING ) 1 East SG inativ Road Saginaw, � INSTALLED. (SEE SAFETY WARNING) Ea g S7RUc.�r " .. TE)JpoRARY STRUTS AT 8'-0' ac. VAX. FOR SI-I.`). A.NO S'-O' o.c. VAX FOR S.�-25 ANO SJ-35. NAIL I� F4 18o SHEA HtNG R1W STRUTS TO F_&,> OST `1ATH 2-84. HO AR T ' (SEE SAFETY WARNING) strudi -1 -• TABLE VALUE JOIST CIRCULAR HOLE DIAMETER IN. DO N07 CUT HOLES DEPTH C-1 C-2 C-3 C-4 C-5 C-6 (MIN. DISTANCE.) — _ LARGER T'�-TAN 2' IN 9 1 /2' _ 4 5 5 6 CANTILEVER. 11 7/8' - 5 6 7 8 ,r 14 3 4 6 7 8 10 11 16 3 5 6 P R1 r1CFT.-IN. 1. 00 NOT 5 11 NC S. DO NAIL 1 3/4" MINIMUM BEARING REQUIRED AT ,FOIST NOS. SPAN MIN. DIST. FROM SUP 0 P T J01S7 FLA ATE CIL' JOTS TS AT EACH BEARING WITH 2-8d, 3 1 /2' MINIMUM BEARING REQUIRED AT INTERMEDI = `' *►= �,":.s._ r. _ - *� 10 1 -3 1 -6 2-0 2-0 3-0 4_3 ONE EACH SIDE. PLACED 1 1/2" =RC►.1 SUPPORTS. -6 3-0 3-6 8. ALL ROC DETAILS ARE VALID TO A 12: 12 SLOPE U.N.O. 12 1 -3 1 -9 -- ENO TO AVOID SPLITTING. I I 14 1 -6 2-0 2-9 3-6 4-3 5-0 D 20 t 16 1 -6 2-6 3-3 4-0 4-9 5-6 2. NAIL S TRUCJOIST BLOCKING PANELS 9 ALL JOISTS REOUIRE LATERAL SUPPORT AT END BEARINGS. 1 $ 1 -9 2-9 3-6 4-6 5-6 6-3 OR RIM .OISTS TO BEARING PLATE I WITH M AT 6" o.c. MINIMUM. 10. SHEATHING NAIUNG TO TOP FLANGE: (JOISTS LIUST BE 20 2-0 3-0 4-0 5-0 6-0 7-0 —•3 4-6 5 6 6-6 7-9- FULLY BRACED BEFORE SHEATHING IS NAILED. 22 2-3 3 SPAN3. NAIL RIM JOISTS OR CLOSURES TO THE TOP AND 9070M SP 24 2-6 3-6 4--9 6-0 I 7-3 8-6 I FLANGES OF EACH STRU%IUST WITH 1-8d NAIL. USE 1-16d MINIMUM SPACING: I 26 2-6 4-0 5-3 6-6 7-9 9-0 BOX TOP AND BOTTOM WITH SJ-35 RIM JOISTS. SP ACE 8d, 10d. AND 12d BOX NAILS AND 8d COMMON IMPORTANT: PLEASE READ ALL INSTRUCTIONS AND NOTES 28 2-9 4-3 5-6 7-0 8-6 9-9NAILS NO CLOSER THAN 2' o.c. PER ROW. (3' O.C. B�rORE DRILLING HOLES AND ONLY CUT IN I 30 3-0 4-6 6-0 7-6 9-0 10--6 4. WHERE A SHEATHING kiM IS USED, STRUCJCIST BLOCKING `MTH SJ-15); SPACE 1Od AND 12d COMMON NAILS NO NES AREA AS SPECIFIED. PANELS MUST BE USED A MINIMUM OF 4' AT EACH END AND AT LEAST 4' EVERY 25' OF BEARING WALL LENGTH. CLOSER THAN 3' O.C. (4' o.--. WITH SJ-15)• NSTRUCTIONS: NOTES: MAXIMUM SPACING: 5. THE CUT FLANGE OF STRUCJOIST JOISTS MAY BE BIRDSMCUTH 5, 5: 16" o.c. 1. FIND AIS D£?T}! *1 LFfT VARG?I AND READ AChtQ55 10 D0 NOT OJT .fit 3"AG£ FUNGI. AT THE LOW ENO OF THE JOIST. THE 91ROSMOUTH CUT MUST THE DESR£D MOLE SIZE TO DE TE'i2u1N£ �,17L1JMN TO USE. SJ-ZS: 18 0.C. WHERE WORE THAIr ONE HOLE I5 DESIRED• HE CLE BEAR FULLY AND NOT OVERHANG THE INSIDE FACE OF PLATE- S,;-35: 24' o.c. 2 FIND THE JOIST SPAIN N LD■FR TABLE ANU AT (;7L1J1AN DISTANCE BETWEEN HOLES uUST ECUAL OR EXCEED TMACE 6. I3AC<ER AND FILLER BLX-XS: USED SJ-25 AND SC_FC'ED AWw ;zE DIST -RCS �TERUNE THE DIAMETER F 'EHE LARGEST HOLE. OR T"CF TME IF MORE THAN ONE ROW OF NAILS .S SUPPCRT 'U CENTERRLLJNE OF HaLL _004 c 5 gpE OF A R£CTANLtJLAR HOLE. SJ-15 BAC.�<ErR BLOCX - 1 /'2' ;EATHING SJ-35 ONL`�, THE ROWS MUST BE OFFSET AT LEAST 1 NAILS ad x S. TABLE WAY BE NTERPCLATED. =, rlU�R BLCX C — 1 /2" + 5/8' SriEATNING (6' '>41DE) IF THEUST��PIES PENETRATE THE TRU�'OIST�AT LEAST1'. EXCEPT AS NOTED N 1 AND 2 ABOVE. A Y HOLD, WAY BE TCP FLANGES P EXABAC;XER BLOCX — 3/4' SHEATHING 11tN MU- 4 _-�,. BIT ANY* t SJ-25 w1TH 4- HOU ANO 20' �", F1l1.ER BLGG< _ ' - OF, THE TOP 8E KEPT STRAIGHT WITHIN 1/2' '` 4. THE LONGF_ST SIDE CIF A RECTANGULAR HOLE SI 1ALL NOT 'TRUE ALIGNMENT. 1. FROM UPPER TABLE M-ECT COLUMN C-J. EX® THREE-FOURTHS OF THE M_Lo 1ABL.E ROUND HOLE SJ-35 13ACXER BLOCX - 2 PIECES 1/2 SHEATHING >r TABLE. olAuE M FILLER BLOCK - 2x8 PLUS 1/2' SHEATHING 12. WHEN REQUIRED INSTALL WEB STIFFENERS TO JOIST (SEE 2. AT 20, S?AN AW COLUMN C-2. IN E Ern EN Ct?ITERLJNE OF ti(7LE MUST 1!E 3'-4' FROM �� I FOR SI4pl.E SAN WITH uNIFORII LOADS ONLY. (pcCEPTiOh: USE 2x10 PLUS 1/2' SHEATHING DETAIL F16) PRIOR TO PLACING JOIST IN HANGER, T1-1 5.. TABLE 5 FOR FILLER AT DETAIL FIO) NAIL HANGER TO JOIST. SUPPORT. 11937 SW Aspen Ridge —� Drive 9 of 11 -"'-- -- - _ -_ _ _.._._..__. ,e•r.rwa..v„ -..,.�,'�. ^,VNyh..A„ :,IN.MIww ...__ aei:M+T4tv'A)riR l a7°Ma�flktlM..Ya.w..,ewrrna�Sllpn!51. ,vav,..,«.n,.,wsr.,.F.a.. ,.miw...r....__. .,. .T ;Y,.rn.........w.v....r„ .... . ..M�RN�II�t!i-�L'^'C�tlIIN�sMMWNY�U�IWrr:Ni.e -_i _ .. _, ...y..... .<. 08/19/96 iii I ill III IIIIiIt III l 11111111 I1I1I I1I1I11Jill 1111111111 Will I1111g11111111 ( Jill I lIIIIII ` fll � l I Ill � l � i I � I � I ! I , IIi � I � l � l � lf I I I � I � I � I � I � I � I IIIIIjl � l1l � l � 1 1 I I I I I 1 1 INCH MADE IN CHINA Cm t 3 4 � ' 1 � 13 14 1f 1 11 1 4 tl 30 =� ILII IIIIIIIIIIIIIIIIIIIIIIII!Iilllllll!IIIII�IIIIIIIII�illllllll�lllllllli�lllllllli�lllllll!I�IIIIIIIII�III►IIII�!III!lilt►�IIIIiI IIIlIIIIIIIII�IIIIIfill�lli!IIIII�IIlllllll�lllllllll�llllll�ll�lilllllll�llll IIII,IIIIIIIII�IIIII!III�IIIIIIIII�IIIII!li��lllIIIIII�IIIIIIIII�II!IIIIII�IIIIIIIi��II!II ru 0401S t`-FR- :7- ONN.t-C A ING C $t SAFETY WARNING DEPTH JOIST TOP MOUNT FACE FOUNT SKEWED 45' » SLOPED SKEWED DOUBLE (TOP - FACE) - DO NOT STACK BUILDING DO NOT ALLOW WORKERS OR LOADS ON STRUCJOIST MATERIALS ON UNSHEATHED SJ-15 ITT29.5 IUT29 SUR/L210 LSSU210 _ WP29.5-2 -- 0210-2 UNTIL ALL BLOCKING, HANGERS, RIM J015TS, NAILING, 9 1/2_ JOISTS. SJ-25 - ITT9 IUT9 SUR U9 LSSU125 WP 49.5 - U410 _� AND TEMPORARY BRACING ARE COMPLETED AS SPECIFIED _ SJ-15 iTT211.88 1UT211 SUR L210 LSSu210 WP211.88-2 — u210-2 ��--- BELOW. SERIOUS ACCIDENTS AND INJURIES CAN RESULT, - , `-� 11 7/g- SJ -25 ITT11 .88 IUT11 SURI 11t LSSU125 wP11-2 - 0410 �--� F-ROM FAILURE TO FOLLOW THESE GUIDELINES. SJ-35 ITT3511 .88 IUT3512 SURI LI3510 LSSU135 WP3511 .88-2 - U3510-2 140 SJ-35 I T73514 I U T351 4 SURI 13510 LSSU135 WP 3514-2 - HU 3514--2 1 SURI 13514 LSSU135 WP3516-2 - HU3516-2 I6' SJ-35 MIT3516 » IUT3514 • — TOP MOUNT FACE MOUNT DOUBLE SLOPED/SKEWED 1. • 1MEB STIFFENERS REQUIRED FOR JOISTS IN HANGERS NOTED. Mites ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: ST1fTENERS ARE use REQUIRED IN ANY HANGERS THAT DO NOT SLIPQaR,r THE TOP FLANGE LATERALLY. NAIL STIFFENERS PER DETAIL F18 PRIOR • A. BRACE EACH JOIST AS IT IS ERECTED. JOISTS MUST BE NAILED TO SUPPORTS AND ALL HANGERS, BLOCKING, To PLACNG JOISTS IN HANGERS. I RIM JOISTS, AND X-BRIDGING AT SUPPORTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED (SEE 2 FILL ALL NAIL HOLES NTH PROPER NALLS. FUJ_ BEARING REQUIRED AT I GENERAL NOTES AND DETAILS). HA?4CER SEAT. B. BRACE THE ENDS OF CANTILEVERS (OVERHANGS) WITH CLOSURE PANELS, RIM JOISTS OR X-BRIDGING (SEE s VER1FY HANGER CAPAaTr FOR APPLICATIONS NOT SHOVN IN SPAN TABLES- GENERAL NOTES AND DETAILS). 4. CONNECTORS USTED ABOVE ARE MANUFACTURED BY SLCPSCN STRONG-TIE CO.. INC. REFER TO MANUFACTURI=R'S CATALOG FOR INSTALLATION C. LATERALLY BRACE THE TOP FLANGE OF EACH JOIST, TO PREVENT SIDEWAYS BUCKLING OR ROLLOVER WHICH REQUIREWENTS ANO ALTERNATE HANGERS MAY OCCUR UNDER LIGHT CONSTRUCTION LOADS, SUCH AS A WORKER AND/OR A LAYER OF UNNAILED SHEATHING. LATERAL BRACING CAN BE ACCOMPLISHED BY FULLY INSTALLED PERMANENT SHEATHING OR TEMPORARY STRUTS NAILED TO THE TOP FLANGE OF EACH JOIST (SEE T'(PICAL FLOOR OR ROOF FRAMING). TEMPORARY STRUTS MUST BE NAILED TO A LATERAL RESTRAINT, AT THE END OF EACH BAY, SUCH AS A BRACED WALL OR TEMPORARY (OR PERMANENT) SHEATHING NAILED TO THE FIRST FOUR FEET OF JOISTS AT THE END OF THE BAY (SEE TYPICAL FLOOR OR ROOF FRAMING). SEE TABLE 3£1.OW FOR D. PERMANENT SHEATHING MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED BEFORE ADDITIONAL LOADS SOE LQAIED STRUCL W CAN BE PLACED ON TME SYS t. THAT M. STACK BUILDING MATERIALS OVER BEAMS OR WALLS ONLY. THAT MAY REQUIRE BEAMS. At t!r000 BE ED W04 E. THE INTEGRITY AND SAFE USE OF THESE PROOUCTS CAN BE SERIOUSLY IMPAIRED IF THEY ARE DAMAGED. N DWCTT CONTACT DO NOT INSTALL ANY DAMAGED PRODUCTS. CONTACT YOUR WILLAME i 7E REPRF3ENTA7VE IF ANY PRODUCT NTH CONCRETE I S7WCL M DAMAGE IS NOTED. Lx_ HANGER S-TRUCLAN -A -HAt4DUNG -AGE-- mJID----ST0R mom", STRUCL kM PROTECT JOISTS �'`.. 81 PMRooU�c s G Dc F�C.Ay 8 2 B 3 AND BEAMS �� I o FROM THE MINIUUM BEARING LFNc-t•+. - II ELEMENTS. -- ! ! i� NAILING PAT i tRN FOR TOP LOACED CAUTIC,*l: -' - - MULTI�L MEMBER STRUCL.AM DO NOT CUT OR NO"rcH STORE JOISTS IN DC NOT STACK OR \ �. i - y 111NI1AU11 Cf 2 ROWS 16d MAILS AT 12' ox. ' VER?1CAL ORIENTATION. HANDLE JOISTS FLAT. ? 1 STRUCLI:d 14' 16' k e' � CAUTION: USE CARE WITH FORKLIFTS TO AVOID -- STICKER MATERIAL OUT OF ! C=MN WNIUUII OF 3 ROWS lad STRUCLAW DAMAGING JOISTS OR BEAMS. MUD AND MATER. ALIGN NAJLS AT 11 STICKERS VERTICALLY. 0 'vMFY COLUUN CAPACITY STRUCLA;J NOTE: BEARING LENGTH IS s, . FLOOk ANO BEARING LFNG Tai. EXTREMIELY CRITICAL st , NOTE W FOR SIDE LOADED LTIPLE W"�t AND (DUST 13E CON- SPAN 5B5 86 BEADS. ADOITICNAL NALING OR 6,Jx.TWO 87 SZOERED FOR EACH rL_ Jist0 MAXIMUM DEAD LOAD - 10 PSF MAXIMUM DEAD LOAD - 20 PSF WAY BE REQUIRED. SEE TABLE Ba M. APPLICATION. Depth 19, inches 18 inches 19.2 inches 24 Inches Depth 12 inches 18 Inches 19.2 Inches 24 inches Series o.c. Series o.c.. 0.c_ COI `� �� GC110iVJ FOR J� � E L'`..�/�.JtC_j� C + 1 I o.c. o.c o.c. in) LJ 1� .� �:..�;� in _ + 9 I �,), SJ-15 1T'-2" 9 1/2. 4" t2'�-9" ___ - SJ-25 17"-11 t6'—{• 15'-5" 14'-4' SJ-25 17'-11' t6'-4- 15'-5" 13'-tt' MAXIMUM UNIFORM LOADS APPLIED TO OUTSIDE MEMBER t. usF Ied caruoN waE NABS. �IAruttic saEaFIEO !S FOR BOTH 90ES OF SJ-15 20'-6' 18'-9' 17'-8" 15'-5" SJ-15 20'-6' 18'-9' 16'-0' 12'-9' (too. PER UW-AR FOOT) THPEE PLY WE�E7M 11 7/8- 1-25 21'-5' 19'-fi' 18'-5" 16'-9" 11 7/8" SJ-25 21'-5" 19'-6' 17'-5' 13'- . i. USE 1/Y SCLTS. BOLT HOLS ARE THE SAE DIAuE�t AS HE SJ--35 23'-2' 21--1' 19'-10' 18'-5' SJ-35 23'-2" 21'-t' 19 -t 0" 16'-5' N/IJP' BOLTED= BOLT AND LOCATES Y FROM THE TOP AND SOTTou of THE MEEIBER. 14' 5.1---35 26'-4' 22'-7- 19'-9" 14 SJ-35 26'-4" 23'-11' 20'--7- 16'-50 16' SJ-35 29'-3' t6'-7' 2 4'-9' t 9'-9" 16' SJ-35 29 -3' 24,_90 20'-7- 16'-5' sTTtt►C-N+ 2 Rows 3 ROWS 2 ROWS AT 24' 2 Rows 2 Rows 3• FOUR PUEsLp ONLY BE USED rl�t�+ LOADS ASE APPL>FD To BOTH PLJES AT 12' o c. AT 12' o.c. o.c. STAGGERED AT 12" AT 5' ax- SIDES OF THE WEIWBER. 1. LIVE LOAD — 40 PSF 4. THIS TABLE WAY BE USED FOR SIMPLE OR MULTIPLE SPANS 2. LIVE LOAD DEFLECTION IS LIMITED TO L/480. EXTERIOR SPANS OF MULTIPLE SPAN ,JOISTS MUST BE AT 2 430 640 580 1160 2320 4. VERIFY ADEQUACY OF THE BEAN. 3. SPANS ARE BASED ON GLUED/1r AILED SHEATHING. REDUCE LEAST 4 80 4 0% OF THE LENGTH OF THE ADJACENT SPAN. 3 320 440 8805.5• YAwES LISTED ARE FOR 100% STRESS Lr-C- INCREASE 15X FOR SNOW 80 5. SPANS SHOWN ARE CLEAR DISTANCE BETWEEN SUPPORTS. 4 - 390' 7 ' 156u' LCAAOED ROOF CCNaT10NS: IWREASE n% FOR NODI-SNOW ROOF COOITIONs SPANS 10' WHERE SHEATHING IS NAILED ONLY. 11937 SW Aspen Ridge Drive 10 of 11 ........... ..... ...re r�: .;,w•...a rnwrrr:..-...w......-_--..__._.-,.`.._-.._�-.—....,:,......_�.,.++++ - _••wwwr�r.a�nuwewee�wMMIMIM'F1YfF'!.,�Fw!^e�.�{.p.�,..w�wsi9 iaY�IAMA•MA'M..+f:.•NM.k•fFgA7P.MiMMN1!..whwneaMrw`n+wwwre+w+.rrrv+....+w...+...........�.....e. J 08/19/96 i1i � i 1Ii1i1iI ! 111111 ! 1ililiIi liliiiijiiijilijijilljlj ! ; 1 ijiliiij � liji iiii � iijij ► ji ijij ► ii1i1i1i � jijiiijilijilijililii ijij ► Iijili � tijijijilijiji � , Ili � ill111111ililiINCH MADE IN CHINA I I+ >) crnt 1 4 ! � 0 1 1 11 � 1 11 1 '1 �) �I��i��l�� i�i�liii��iiiiliiii►iiii�iii (I��L��Il�lli� . �oili�i�iii��l��iiiiiiilii�iiii�ilii�iii�iiliii!iiiiillllllllllllllll!IIIIIIffIIIIIIIIIIfIillllllillilillll(�iIIIIIIIII1111IIIIIIIiIIIIIIIIIiIIIIIIIIIIIIIIIIIIIiIIIiIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIiIIIIiIIIIiIlI11111 I I • 1 Lo TYPICA OR DETAILS L Stru cJo*st F LOAD BEARING CANTILEVER DETAILS STRUCX)IST STRUCJOIST SEE DETAIL FIB FOR ADOITiONAL INFORIAATION eLocx>r,c RIM "STSTRU R£QUIREaANEN C£lrlQd T PAWL — -- L/ R£INFORCEIAENT DESCRIPTION: JOIST R" R00o�TILL A NOT REQUIRED DEPTH TRUSS 3G11 40 1 50 ROOF TRUSS SPAN B RECiJIRED AT 16', 19.E AND 24• a.c- SIP AN PSF PSF PSF �*; `" - •� C REQUIRED A I' 19.2" AND 24' J- �- 0 E REQU�WIttED A7 16". AND 19.7." 0-c.* � D D F ,• .,, ,, IRED AT 24' oxo. _ .._ -�;,,�„_•^.• `` Y� - F REQUIRED AT 19.2' o.a* 9 1/2� u C REQUIRED AT 16' o.c.* 32' D F E .r * NOT PERMITTED AT SEATER �' D F c SPACING. 26' 0 C F 2.8' 0 C F I 2 PIECES (1 PIECE AT SINGLE STORY 30' 0 F E NOTE: 2X6 WIMIAUu BEARING MATE APPLICATIONS) 3/4' SHEATHING REQUIRED MATH SJ--35 JOISTS. (4x/24). ATTACH WO STIFFENERS 32' D F E �3 STRUCJOIST REINFORCEMENT MAY BE STRUCJOIST ',M EACH 90E CF JOIST ril 7/a. 34' 0 F E OF1 FZ 11 7/8" MAXIMUM DEPTH. REQUIRED AT CANTILEVER. SEE TABLE. BLOCIONG OvER SUPPCRT. 36' C E c PANEL 38' 1 C E In. 26' A 0 0 SEE DETAIL Fla FOR ADDITIONAL INFCRWATION 3/4' PLYWO00 CLOSURE 2L" A 0 C STRu`C-aS-T wSTIFFENERS 30' A D C p 3/4' SHFATHING (48/24). 1/16- - 9LOCXINC 32' A l: C PANEL REQUIRED EACH 14• 34' 0 0 F SHOE `M TH ALL STRUCJCIS T. 36' 0 C F 40' D C E 26" A 0 0 2'-0' MAX 28' I A D C � I � 30' I A D C 2'-4' MAX. �� 16" 3{' 0 C C BACKER "OR 36' 0 C E 90MG USE DOUBLE OF ATTACH WB STIFFENERS TO EACH SLOE 3a' D C E SCLJO 3L0CK ALL Ar'ACeAAENT. STRUC-OST UNOER 4'-a' F1 J013'TS OVER 9JPPQR" PER DETAJ_ 40' 0 C E WALL WIiMERE LOAD FIs. 3/4' APA 48/:4 ht.>tIED Sr+EATNwG 42. 0 C � POSTS FROM AF30VE WALL VI2000 PlF REWIRED BOTH SIOCS OF JOIST. DEPTH TO BEARING BELOW � MUST WATCH THE FULi. HEIGHT OF THE t4� F6 'H WITH FlLLR BLOCKS JOIST. NAIL WATH ad yAILS AT S' o.c. 1. TAJ� A � ESA t0 P5F ROOF DEAD F,� NOTE: BLOCK TOG>=THER FULL LE.NG� LOAD ANC 80 KF WMALL LOAD. bc4 CRtPPt3 SEE GENERAL NOTES FCR FILLER BLOCX SIS.. NAIL STAGGERED. INSTALL WITH FACE CAAJN DLOCXS 'ATH 2 ROMS CF tOd NAILS AT 6' o.c. ANO HORIZONTAL Z. TABLE PPUE:; TC JOISTS 16" TO 24' O.C. F 00 CL.'NCN (3 ROWS `ATH 14' k 16" JCIST"S). USE 16' O.C. FOR LEER SPACNG. LnAD BEARING WALL NON—LOAD BEARING CANTILEVER DETAILS (BALCONIES) A.RCriE WUST STACX OW WAIL 9EL01M STRUCJOIST gLOCXING BEARING wA1J_ 2x6 WIN. NAl TO 6ACXER BLCCX k .HOIST 'ATH - 2x PUTS FLL;SH 1MTH � THE SIDES OF THE HANGER flLJ.t"R 3LOCXING NOT PE}2f+HTTED. 2 ROWS OF tOdS AT 6" o.c. k CLINCH. INSIDE FACE Of MALL 3ACXE12 BLOCK 130 NOT S>JP1a(J!?T THE DP NAIL 117H 10-1Od OR BE" NAIL 'ATH 10 FLARGF. WMEB STIFFEN!-t5 Pfit NAILS 104 NAJLS. DETAIL FIG ARE REOUIRED. A 3 1/r—•� HANGER WIN. BEAFdW- UNIFCRW LOADS ONLY. SFCTICN ►_-A A STRUCLAM FiLLFR BLOCK LVL 91='U1 F7 L BACKER 9LC>CiC. NAIL WITH NAIL 'ATH 10 9ACXER 3LOCX O 1 t /2 x IDd NAILS. REQUIRED. STRUCJOIST SLOCXING ,-D. WN. 2 ROWS CF 10 5 AT NAIL BAC70=R MAX.W6' o.c. k CLI 08. PANEL aLOCaNc WITH /F 1 iiAN GER F 1 2 F 1 3' F I 10-100 N A ILS. TRUC-0ST BLOCXING LOAD BEARING 'MAIL —7 ABOvE MUST STACK 1/16' ' A OVER 'MALL REEDIT STRUCJCISTS WAY BE CAN Tll.��/ErZED UP 70 1/3 THE - 3F-AR1NG 'MALL ADJACENT SPAN. MliERE SHEATHING MN IS USED AS c NOT PERWITTFD /--SMALL CAP SHO404 N DETAIL F3 OR F4, 3L0CCNG 00 NOT °►EVEL CUT0ALL SIE USED AS REQUIRED N GENERAL S TRUCE' A W 2"f JOIST dEYO'+D INSIDE � BEAM 4-3d r4AILS, FACE OF WALL CI-INCHED. UWOW LEADS ONLY. • 2'f T1CiHT FlT. I i NOTE: STRUCJOIST:S SHALL BE PRo'rECTED FROM THE _ '�THER. SJ-15 1/7- X 2 5/16- 1A W 1N W.1 S)-25 S V X 2 5/ 5, w im w IL L S.J--33 1j X 2 5/16' w0"Llid �1�- OR W10100 X-SRS, L/3 MAX EXALPLJ:• 12'-d' HRf.QURED AT BEARING C,o F15 F16 WEB ST1FFFENER (107 FOR LJITERAL SUPPMT. O F18 FSI O F8 E7(A►APLE" 4'--0' 0 A1•IGE7t ATTACHMENT 2x4 CRIPPLE 11937 SW Aspen Ridge - Drive 11 of 11 ._.,..,.-..,......,.v.,....----...w•r.-ri,_.x+...._�-.- .d...._--.r-..---•'r.._.._�_ ._...—. w......r.w+�wr;.arm..�•wua.wr.......rr•,..,..«w+.r�rr's..arnWn.#f+tllMiu,'. 'JdW'dW�t.r,,,.. .... ,. ... n,�.. .. ,-+.....,r...uww...,,w..,a.,... a.aW.enww„«alar,raaR�MPkIp�1MNM7Yk.49.A14'Wr1N�P.WrrM#M�MIiV+ .. .. _ _.. ..t .. ..., ....-- .. ....,.«..,_.. ., ::,. �..,:., gdl.l+^,Pr,,..4W:n;i.'N��..wMMx+w..w.es,.u,w/nD]-W "rf��""•. 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