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12540 SW 115TH AVENUE ADDRESS: 101�1� 9A> --SW- I5 AVO AE un N h J L i:VcOOtdslmicroflm\tnrf i(sV)uilding.doc w J Page No. 1 CASE HISTORY FOR CASE NO. : 115T97-0121 LEGEND HOMES 12540 SW 115Th AVE 12/03/97 Action Deocripti.>n Req/ Schd/ End/ Action Notee Diop By Update Upd Code Sent Done Done Date By MSTA005 Application reaeiv,,d / / / / 04/09/97 PASS DPA 04/15,97 JD MSTA008 Permit Created / / / / 04/15/97 PASS JSD 04/15/97 JD MSTA010 Check for prcl. rentr.ct. / / / / 04/15/97 PASS JSD 04/15/97 JD MSTA,'12 Plane routed to Plana Examiner / / / / 04/15/97 PASS JSD 04/15!97 JD MSTA026 plane approved by RPE / / / / 04/18/97 PASS RT 04/18 97 BT2 MSTA030 Reviewed plane routed to DSTS / / / / 04/18/97 PASS RT 04/!.8/97 BT2 MSTA032 DST Poot-Review completed / / / 04/23/97 PASS B 04/23/9'7 BON MSTA080 (F) Ready to issue / / / ! 04/23/97 PASS B 04/23/97 BON MSTA092 (F) Issue combination permit % / / / 04/28/97 PASS B 04/28/97 BON MSTA095 Inoue plumbing signature foem / / / / 04/28/97 PASS B 04/28/91 BON MSTA097 Inoue electric signature form / / / / 04/28/97 PAS, B 04/28/97 BON 04/15/9., JD MSTA700 Eroe:.m Contol MSTA703 Grading Inspection / / / / / / 04/15/97 JD MSTA'105 Footing Inep / / / / 04/30/97 setbacks; bearing pada- r•!bat matt; FAIL DD 05/01/97 P9 STTB- bolts for HTTn- m-rd3,dment; remove water from footing; keyway; isolated pier. pada?7 USA erosion MITA705 Footing Inep / / / / 05/01/97 APP KS 05/02/97 KLJ MSTA706 Foundation Insp / / / / 05/01/97 AFP KS 05/02/97 F.BS MSTA710 Poet/Beam Structural / / / / / / 04/15/97 JD MSTA711 Perot/Beam Mechanical / / / / / / 04/15/97 jr) MTTA713 Crawl Drain / / / / 05/05/97 PASS MS US/06/97 MRS MSTA717 PLM/Undez flwr ! ! / / 05/09/97 PASS MS 05/1il9' MRS MSTA720 Mechanical Insp / / / / 07/01/97 See framing this date. PEND RB 07/19/97 J*H MSTA722 Plumb Top Out / / / / 06/20/97 PASS MS 06/22/97 J*H MSTA723 Electrical Service / / / / 06/27/97 cover 4 service approved, FB, Iv rm, PASS BRP 07/09/97 J*H main entry, master hdrm. b.STA724 Electrical Pough In / / / / / / 04/15/97 jr) CL CC H r H J CC r-. U W J Page No. 2 CASE HISTORY FOR CASE NO.: MST97-0121 LEGEND HOMES 1254U SW 115TH AVE 122/03/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By M.STA725 Framing Insp / / / / 07/01./97 Approval subject correcticnne listed: PASS RB 07/18/97 J`H 1. Gan test 24.2'_ s, approved, tag #176046 2. Exhaust venting dinconnect-A at main floor off ltundr room (not read). 3. Insulate wrap return air duct within chase over garage/dwelling doo_ entry. 4. Enclose lid (fit estop) within chase of rectangular heat duct (name location) . 5. Unable to approve framing without plumbing and electrical being approved. 6. Pleane note that insulation underneath jacuzzi. tub needn vapor harrier (flame spread). 7. Block permimeter of shower pan. S. Metal plate protect plumbing at tub. 9. curage access req'd MSTA726 Shear Wall Inap / / / / 05/06/97 Shear approved on 050691. PASS Cl, 05/20/91 J+H Make sure all walla that .re not u:iear are nailed 6" & 12" MSTA726 Shear Wall Inap % / i % 06/25/97 1. Provide MST#48 strap at rear shear FAIL KS 06/25/97 J•H wall a plate. 2. Complete: shear wall living room detail. OK TO SIDE, CALL POR REINSP MSTA727 Low Voltage ! / / / 09/04/97 Recheck all wall outlets for compli-.nce FAIL BRP 09/10/97 J•H with APT 370-20 & 21. 2nd inspecion for final: look at one'n with wall plate removed for example. CL MSTA735 Gan Line Inap / / / / 07/(`1/97 PASS RB 07/18/97 J•H F" MSTA740 Insulation Insp / / / / 07/03/97 Approved an noted: PASS KS 07/14/97 J•H 1. Install FS paper at soaking tub. —� MSTA745 Gyp Board Inap / / / / 07/14/97 Approved, pending all underneath areas PASS TLP 07/14/97 J•H of stairs are required to be nheetrocked if accessible. W ..1 MSTA755 Rain drain Inep / / / / V5/05/97 PASS MD 05/06/97 MRS MSTA761 Water Service Insp / / / / 05/05/97 PASS MS OF/06/97 MRS MSTA765 Appr/sdwlk Insp / / / ! 06/12/97 APP PI 06/27/97 JT MSTA765 Appr/Hdwlk Insp, JO/19/P7 / / 08/15/97 PAS9 MH 08/19/97 S•W Page No. 3 CASE HICTORY FnR CASF NO.: MST97-0121 IFGEND HOMES 12540 SW 115TH AVE 12/03/97 Actiun Description Req/ Schd/ End/ Action Notes Diap By Update Upd Code Sent Done Done Date By ---—-- ------------------------------ -------- -------- --------- --------------------------- ----------- ---- --- -------- --- 14STA770 Misc. Innpection / / j / 09/10/97 Walk-thru with electrician - dame, MEET BRP 09/14/97 J•H MSTA790 Electrical Final / / / / 08/29/97 1. Wall outlets to comply with F'.IL HRP 09/02/97 J•H ART370-7.0,21 2. Inspection terminated, call when all ,utlets comply - inspection will start ovor. MSTA790 Electrical Final / / / / 09/04/97 see low voltage inspection FAIL BRP 09/10/97 J-H MSTA790 Electrical Final / / / / 09/11/97 PASS R.BP 09/14/97 J+H MSTA795 Mechanical Final. / / / / 09/15/97 3. Support gas pipe at water heater. FAIL KS 09/17/97 J•H 4. Firetape at mechanical. 5. Kitchen exhaust louvan won't open. 6. Spacing at exterior deck not to exceed four-in apart. 7. Inaulate around heat ducts aljacent to plenum at crawl. Note: Items 1, 2 & 8 on Bldg fi.,a1. 4. MSTA795 Mechanical Final 09/19/97 / / 09/18/97 Contractor nhowed proof of prior PASS RB 09/19/97 J+H inspection approvals - not shown in our record. MSTA797 Plumb Final / / / i O0/29/9, 1. Insulate water service and titer to FAIL RAB O8/29,t97 J-H hoee bibb in garage. 2. Locate and expose cleanout for sanitary sewer. 3. Hot and cold water reversed cni lav in powder room. 4. Hot 6 cold water reverned on shower MBR, also strainer cover miering. 5. Hot & cold water reversed on bathtub main bath. MSTA797 Plumb Final / / / / 09/03/97 PASS MS 09/03/97 J•H h– MSTA799 Building Final / / / / 09/16/97 corrections not c-lmpleted. FAIL KS 09/17/91 J•H N T MSTA799 Building k,.,.al i / / / 09/15/97 1. Terry, our records show that rrntah-in FAIL KS 09/17/97 J"H H electrical and low volt have not been J approved, also shear wall. 2. t Electrical and Plumbing Finals are c� W approved. Also final erosion control approved. 3-7 see mechanical B. Remove loose wood at crawl. Page No. 4 CASE HISTORY FOR CASE NO.: MST97-0121 LEGEND HOMES 12540 SW 115TH AVE 12/03/97 Acti•m Description Req/ Schd/ End/ Action Notes Uisp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- ---- -- -------- --- MS'rA799 Building Final 09/13/97 / / 09/18/97 Contractor showed proof of prior PASS RB 09/19/97 J-H inspection approvals - not shown in our record. MSTA960 (F) Issue Cert. of Occupancy / / / / 09/18/97 mailed 12-3-97 JT 12/03/97 S*W CL. F' N 1— J U LJ J CITY OF TIGARD ZUILDING INSPECTION DIVISION 24`-Hour Inspection Linc: 094175 Business Phonc: 6394171 Date Requested: _C���K l / _ A.M. — P.M. — MST: �' J Location: --` --\ 1C�; Tom- - � _ —�_— BUR —_ Tenant: --- - _ Suite:—.--Bldg: WC: _ Contractor:— Phone: PLM: Owner: —_ Phone: E1-,C: _ EL,R: _ _ SIT: BUILDING (con't) PLUMBING M iA 'CAL ELECTRICAL SITE site Post/Beam Post/Beam PosUli—ca m Cover/Service Sewer/Storm Footing Roof UndFI/Slab Rough-hr Ceiling Water Line Slab Framing 'fop out Gas Line Rough-In UG Sprinkler Foundation Insulation Sewer Ilood/Duct Reconnect Vault Bsmt Damp Drywall Storm Furnace Temp Service MISC. Mamnry Ceiling Rain Drain A/C UG Slab Shear/Sheath Fire S lm Crawl/Found Dr I lent Pump Low Volt pprove Approved ppruv Approved Approved Appr/Sdwlk proved Not Approved - proved Not Approved Not Approved I FINAL IL FINAL FINAL W\ J CM w -- - - J C)Call for reinspectio n rl Reinspection fee of S required before next inspection C3 Unable to inspect Inspector:_- _�'-����-' _ _-- Date:— / _, Page of CITY OF TIGARD DEVELOPMENT SERVICES 13125 S V Kab BII d.,Tigard,OR 97223 (503)8394171 CERTIFICATE OF OCCUPANCY PERMIT +N. . . . . . . a MST97-0121 DATE ISSUEDs 09/18/97 PARCELS 2SI03BD-08000 SITE ADDRESS. . . 1 12540 SW 115TH AVE SUBDIVISION. . . . s HUNTER' S GLEN ZONING#R--4. 5 PD BLOCK. . . . . . . . . . s LOT. . . . . . . . . . . . . :0;36 JURISDICTIONsTIG CLASS OF WORI{. s NEW TYPE OF USE. . . sSF TYPE OF CON5TR:5N OGL:UE=,ANCY GRP. s R3 OCCUPANCY LOAD a c Remarks . New 5FG KTH I Owner, LE3END HOMES 8900 SW 0AINE S ST TIGARD OR 970-23 Phone #I: 820--8080 Lontractors LLGEND HOMES CORPORATION 7180 SW HAZELFE RN RD. ISTE 100 TIGARD OR 97224 Phone #la 820-8080 Reg #. . c 000006 I'his Certificate grants occupancy of the above re. fe-•,meed building or portion thereof and confirms that the building has been inspected for compliance witl) the State of 'regon Specialty Codes for the grow , ocr ancy, end Lite under o ,ich the re 'erenced permit ways issued. C� 00ILDING INSPECTOR ~� -- BUIL ING Of` IC - L . vi POST IN CONSPICUOUS PLACE J C W J `��'-�vb c�y✓dam �v� � S 611 Y J D 9 V J CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARC, OR 9722.3 IMPORTANT PERMIT NOTICE WOLCOTT PLUMBING CONT. INC P O BOX 2007 GRESHAM OR 97030 Plumbing Signature Form Permit # . . . . : MS!'97-0121 Date Issued. : 04/28/97 Parcel . . . . . . : 2S103BD-HG036 Site Address : -1-214Y SW 115TH A7E Subdivision. : HUNTER' S GLEN Block. . . . . . . : Lot : 036 Zoning. . . . . . . R-4 . 5 PD Remarks : New SFD PATH I Your company has been indicated as the plumbing contractor for the permit indicated above. In order for the plumbing permit to be valid, please have the appropriate individual from your company sign below and return, this Plumbing Signature Form prior to the start of work. No plumbing inspections will be authorized until this completed form is received. AN INK SIGNATURE IS REQUIRED ON THIS FORM OWNER : PLUMBING CONTRACTOR . LEGEND HOMES WOLCOTT PLUMBING CONT. INC 6900 SW 111TAINES ST P O BOX 2007 TI3ARD OR 97223 GRESHAM OR 97030 Phone # : 620-8080 Phone # : Reg # . . : 000238 o. r• H x / Signature of Authorized Plumber Please return this completed form to the address above. AT i N: Building Dept. It you have any questions, please call 639-4171 , ext. J310 C!TY OF TIGARD 13125 S.W. HALL 3LVD. TIGARD, OR 9722' IMPORTANT PERMIT NOTICE GARNER ELECTRIC 21787 SW TUALATIN VALLEY HWY #L ALOHA OR 97006-1248 Electrical Signature Form Permit # . . . . : MST97-0121 Dare Issued. : 04/28/97 Parcel . . . . . . : 2S103BD-HG036 Site Address : 12-'Y+9--SW 115TH AVE Subdivis-iDn. : HUNTER' S GLEN Block. . . . . . . : Lot : 036 Jurisdiction : Zoning. . . . . . : R-4 . 5 PD Remarks : New SFD PATH I Your company ha: been indicated as the electrical contractor for the permit indicated above. In order for the electrical permit to be valid, the signature of the supervising electrician is required. Please have the appropriate individual from your company sign below and return this Electrical Signature Form prmr to the start of work. No electrical inspections will be authorized until this completed form is received. AN INK SIGNATURE IS REQUIRED ON THIS FORM c-7WNER : ELECTRICAL CONTRACTOR : LEGEND HOMES GARNER ELECTRIC 6900 SW RAINES ST 21787 SW TUALATIN VALLEY HWY #L TIGARD OR 97223 ,ALOHA OR 97006-1248 Phone # : Phone # : Reg # . 001167 .J L X- 4 / S na Ore dT5up ry %g-Electrician J Please return this co:o��oleted form to the address above. 4TT-N: Building Dept. If you have any questions, please call 639-4171 , ext. #310 F- A CITY OF TIGARD _ DEVELOPMENT SERVICES MASTE=R PI:_RMIT 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 P'r R M I T #. . . * . . . . . . , . : M E T 9 7—0 1;�'1 DATE ISSUED: 04/x.8/97 PARCEL: E.S 10?BD—HF 036 13ITE ADDRESS. . . - t2549 5W 115TH AI L SUBP I 11.I 5 T F]IU. . . . :HL.IN'TER' S 131_EN Z ON I hIG: R-4. 5 PID BL_©CN,. . . . . . . . . . L-D i . . . . . . . . . . . . . .036 TLJRISDTC;TTnN: Remarks: New SFD PATH I ----------------------------------------------------- BUILDING -----------------------------------------------------------.. REISSUE: STORIES.......: 2 FLOOR AREAS------ -- BASEMENT...: 0 sf RFOLlIRF9 SETBACKS---- REQUIRED•---------- - CLASS OF WORK.:NEW HEIGHT......... 23 FIRST..... 1192 sf GARAGE...... 658 sf LEFT........... 5 SMOKE DETECTRS: Y TYPE OF USE...:SF FLOOR LOAD....: 40 SECOND...: 819 sf FRONT.........: 20 PARKING SPACES: I TYPE OF CONST.:5N DWELLING UNITS: 1 FINBEMENT: 0 sf RTGHT.........: 5 OCCUPANCY GRP.:R3 BDRM: 3 BATH: 3 T',)TAL•------: 2011 sf VALUE..1: 146169 REAR..........: 26 ------------------------------------• -------------------- PLUMBING ------ __----------------•---------------------------------- ---- SINKS.........: 1 WATER CLOSETS.: 3 WASHING MACH..: 1 LAUNDRY TRA"5.: 0 RAIN DRAIN ft: 0 TRAPS.........: 0 LAVATORIES....: 4 DISHWASHERS...: 1 FLOOR DRAINS..: 0 SEWER LINT ft: 0 SF RAIN DRAINS: 1 CATCH BASINS..: 0 TUP!SHOWFRS... : 3 GARBAGE DISP..: I WATER HF(TERS. : 1 WATER LINF ft: 100 BCKFLW PREVNTR: 1 GREASE TRAPS..: 0 OTHER FIXTURES: 0 ------------------------------------------------------------- MECHANICAL ------------------------------------------------------------- CUFL TYPES------------- E11RN l 109K ..: 0 BOIL/CMP ( 3HP: 0 VENT FANS.....: 4 CLOTHES DRYERS: 1 9PS FURN )=100K ..: 1 UNIT HEATERS..: 0 HOODS.........: 1 UTHER UNITS...: 1 MAX INP.: 0 BTU FLOOR R)RNACES: 0 VENTA.........: 0 WOODSTOVES....: 0 GAS OUTLETS...: 1 ------------------------------------------------------------- ELECTRICAL ---------------------------------------•------------------- --RESIDENTIAL UNIT--- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- ----MISCELLANEOUS--- --ADD'L INSPFCT!ON5-- 1000 SF 05 LESS: 1 0 - 200 asp..: 0 0 - 200 asp..: 0 W/SVC OR FDR..: 0 PUMP/IRRIGATION: 0 PER INSPECTION: P EA ADD'L 500SF. : 4 201 - 400 asp..: 0 20). - 400 asp..: 0 1st W/O SVC/FDR: 0 SIGN/OL? LIN LT: 0 PER HOUR......: 0 LIMITED ENERGY.: 0 01 - 600 asp..: 0 401 - 600 asp..: 0 EA ADDL BR CIR: 0 SIGNAL/PANEL...: 0 IN PLANT...... : 0 MANE 14r/5Vl7!FDP: P SO! - 1000 asp,: 0 601+a2ps-1000 e: 0 MINOR LABEL -10: 0 1000+ asp/volt.: 0 ----------------------------------- PLAN REVIEW SECTION ----------------------------------- Reconnect only.: 0 )=4 RES UNITS—: SVC/FDR)=225 A.: ) 600 V NOMINAL: CLS AREA/SPC OCC- ---------------------------------------------------- CC:--_-----••------------------------------------------ ELECTr. a,_ - RESTRICTED 54ERGY -----------------------I------—-------------------- 0. --------- -- - 0. IF RESIDENTIAL----------------------- B. COMMERC' --------------------------------—----—----—-------------------------------- PUDTO - --------------------------------------.----------------- PUDTO X STEREO.: VACUUM SvSTEM..: AUDIO I c—REO.: FIRE ALARM.....: INTERCOM/PAGING: OUTDOOR LNDSC LT: RURGLAR ALORM..; OTT : ;; X BOILER.......... HVAC...........: LANDSCAPE/IRRIG: PROTECTIVE SIGNL: GARAfr DMoER..: CLOCK..........: INSTRUMENTATION: MEDICAL........: OTHR: HVAC...........: DATA/TELE COMM.: NURSE CALLS....: TOTAL 0 SYSTEMS: 0 Owner: -----------------------------------Contractor: ----------------------------- TOTAL FEES:$ 2788.71 LEGEND. HOMES LEGEND HODS CORPORATION 6900 SW HAINES ST 7160 SW HAZELFERN RD. TIGARD OR 97223 9TE 100 TIGARD OR 97224 Phone li: 620-8080 Phone A: 620-8080 Reg #..: 000605 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other applicable laws. All work will be done in accordance with approved dans. This permit will expire if work is not started within 18P days of issuance, or if work is suspended for more than 180 days. -� --------I I--------------------------------------------- REQUIRED INSPECTIONS -------------------------------------------------------- �� Frosion Contol Post/Beam Meehan Electrical Servi Gas Iine Insp Water Service In Buildino Final Grading Inspecti Crawl Drain Electrical Rough Gas Fireplace Appr/Sdwlk Insp J r=ooting Insp PLM/Underfloor Framing Insp Insulation Insp Electrical `i' Foundation Insp Mechanical Insp Sheard Insp Gyp Board Insp Mechanical Final Post,'Beam 9truct Plumb Top Out LP o age Rain drain Insp Plu Final per-mittee Signatr.tre : ._. .; Issr_ied By : f:a1. 1 f ar i rrs;pec-t i on -- 639-41.75 Mir CITY OF TIGARD DEVELOPMENT SERVICES SEWER CON�!ECTION 13125 SW Hall B11•-1, Tigard,OR 97223 (503)639-4171 P'FRM I T #PF_RMITPERMIT SWR97-01. 14 DATE ISSUED: 04/28/97 F'ARCF_.L_: ;S 103RD-HG038 SITE ADDRE:SS. . . : 1c-'S4© !3W 115TH AVF ',LIBDIVISION. . . . ,HUNTERI S GLEN ZONING: R-4. 5 PD BLOCK. . . . . . . . . . 1-(IT. . . . . . . . . . . . . :0 F, JURISDICTION: TF...NkNT NAME. . . . . :LEGEND 1-40ME'S (..ISA NO. . . . . . . . . . . FIXTURE UNITS. . . 0 CLASS OF WORK. . . :NEW DWELLING UNITS. . : t TYPE OF USE. . . . . .SF NO. OF BUILDINGS: 1 INSTALL_ TYP'F. . . . :BUSWR I MF,ERV SURFACE: 0 s f Qoln-ar•ks : Not'l 5FD I..,)wner-: ---------------------------------------------------------- FEES FEES ---______.--__-.•- LE GE:ND HOMES type- amni.tnt by date recpt 6900 SW HAINE S ST P'RMT $ 2200. 00 B 04/28/97 97-293798 TIGARD OR 97;:.:2.?, TNSP $ 35. 00 B 04/28/97 97-293798 (`'hone #: �:'ontr,ac:tor; nWNFR 141 o n e #: 2239. ,V TOTAL_ Peg #. .. . ---- RF0.UIRED INSPECTIONS -- - - - This Applicant agrees to comply with all the rules and regulations Sewer, Inspertion of the Unified Sewage Agency. The permit expires 188 days from the date issued. The total_ amount paid will be forfeited if the rnrmit expires. The Agency does not guarantee the accuracy of the side sew<, laterals. If the sewer is not located at the measurement given, the installer shdil 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 Agenc Mil, 'n al lateral. nalt _tr•e�•��,� ` /� — PEEP_-- __...____._.__._...._._... � [" for inspestinn - E,39--4175 T F- J t LO W J Plan CheckI� /�L ITY OF TIGARD Residential Building Permit Application Recd Bj 3125 SW HALL BLVD. New Construction Additions or Alterations Date Recd. U IGARD, OR 97223 Single Family Detached or Attached Date to P E. c-:,L 03) 639-4171 Date to DS*roy-/t--y? _Rr Permit Print or Type # M`�7-`i Called Incomplete or illegible applications will not be accepted Name of Subdivrsrcn Lot# Name Job HUNTER ' S GLEN LEGEND HOMES Address Site Address Archit^ct Mailing Address 12549 SW 115th Avenue 6900 SW Haines St . City/Etate Zip 0hone Name LEGEND HOMES Ti a, d , OR 97223 620-8080 -— _ MName Owner ailing Address F R O E L I C H _ 6900 S W Haines St . Engineer Mailing AoIress _ City/State Zi �hone6 9 6 9 t W Hampton St-1 . Tigard , OR 9223 620-8080 ._ P Name City/State Zip Phone LEGEND HOMES Tigaa , OR 972'l3 624-7005 General Describe work neaddition O alteration O repair O Contractor Mailing Address to be done: 6900 S W H-i].nes St . Additional Description of Work: I City/State i Zip "hone Tigard , OR 9727.3 620-8080 Oregon Const. Cont. Board Lic.# Exp. Date Attach Copy of 0 5 0 5 6 3 6/19/97 Project Current COT Business Tax or Metro M Ex Date Valuation Licenses V1+3-71 i'j �J� j 167-4-/97 I Name �� _ ��_f7 NEW CONSTRUCTION ONLY: _ Mechanical I SUNGLOW INC . Sq.F7z" Sq.Ft.Garag Sub_ Mailing Address _(y).J, Contractor 2428 S E 105th Corner Lot Yes No Flag : of Yes No City/State Zip Phone (check one) (check ane) I Po r t l and , OR 97218 253-7789 Restricted ,vi1i Audio/Stereo Burglar Oregon Const.C: t. Board Lic.# Exp. Date Energy )s- System Alarm Attach Copy of 4 8 13 1 S Current COT Business Tax or Metro# Exp. Date Installation / ,ITTGarage Door HVAC Licenses 1-2 7 6 , _ / _ -�J c.L Opener Systems Name (check all that Other: Plumbing WOLCOTT PLUMBING appy) _ Sub- .'ailing Address Will the electrical subcontractor wire for all Yes No Contractor PO Box 2007 restricted energy installaticns? x�_ City/State zip Ph.in Has the Subdivision Plat recorded? N/A Ygs No Gre.sht rn, OR 970'0 66 .1-9891 — Oregon Const.Cont. Board t ic.# Exp. Date Reissue of MST# Solar Compliance Attach Copy of 10/ 19/97 (Calculation Attached) Current Plumbing Lic. # Exo Date I hereby acknowleege that I have read this application,that the ,i Licenses 2 6-2 0 8 P B 8/31/97 information given ij correct, that I am the owner or authorized agent of COT Business Tax or Metro Of Exp. Date the owner, and that plans submitted are in compliance with Oregon �- 96-4281 1: State laws. Name Signature of Own r/Aent D to Electrical GARNER ELECTRIC �� J Sub- Mailing Address Contact Per on Name h np Contractor 21785 SW TV highway FOR OFFICE, USE ONLY: J CrtylSta!e Zi Phone Plat# Map/TL#: Aloha , OR 97006 591-1320 `/ �'4f' ' (�\ Oregon Const. nt. Date / t� N Board Lic# Exp, Da /i= Attach Copy of T /F- .7 /''l' Setbacks Zone: Solar: Current Electrical Lic. # Exp Dale C'4� .7 / Licenses 3 4-3 0 5 0 COT Business Tax or atro# p. Date Engineering Approval; Planning Approval: TIF: &slsvnstapp.doc P� i Amount Description Amount AmS–E�L Bal. Que S"_I �' S7., / MST. Permit (BUILD) ,350, Plumb. Permit (PLUMB) ZZS, Mech. Permit (MECH) _ 45 +o ELC/ELR Permit kELPRMT) _Z State Tax (TAX) .53, s-�" 53, S� Bldg: 253 Plumo: Mech: 2. 11 ELC/ELR: Plan Check MST: (BUPPLN) 3 i _ /0 7 _ Plumb: (PLMPLN) Mech: (MECPLN) //, 1' r � . CDC Review (I_ANDUS) Z Sewer Connection (SWUSA) 22,00 Z200, Sewer inspection (SVVINSP) Parks Dev Charge (PKSnC) 1 D S 0 Q50, ~' Residential TIF (TIF-R) L Mass Transit TIF (TIF-MT) Water Quality (WQUAL) bs Water Quantity (WQUANT) ce r Erosion Control Permit (ERPRMT) Erosion Planck/USA (ERPLAN) a r° r1* - Erosion Planck/COT (ERC ,N) 20. �0. Fire Life Safety (FLS) _ TOTALS: �� C�— 4�. — i\dsta"sta-p doc ��J I 7 -71 Rev. 7196 _ Box B. continued Box B: i 2. Measure change in elevation from front prz)perty line to finished floor elevation. If the lot slopes up from the front lot line tj the foundation, the figure is positive. If ft the lot slopes down from the front lot line to the foundation, the figure is negative. 3. Measure distance from finished floor elevation to the affected peak/eave. + ft 4. If the roof line runs North-South, deduct three feet. If the roof line runs East-West, ft deduct nothing. 5. Subtract one foot for each foot of difference in elevation from the front property line to the rear property line, if the lot slopes up from the front to the rear. If the lot has no slope or slopes up from the rear to the front, deduct nothing. - _ ft 6. Total figure for box 6: ZQ, ft 7 Box C. Distance to the shade reduction line. Box C: 1. Measure the distance from the North property line to the foundation near the r ft affected peak/eave. I 2. Measj•e the distance from the foundation to the affected peak or eave. + ft 3. Total figure for box C: ft It is most useful to draw a vertical line to represent the appropriate figure found in box "A"and a horizontal line V.represent the appropriate figure found in bo,- "C". The intersection of the vertical and horizontal lines determines the value fou,ld in box"D". The value in box°D"should be compared to the value in box "B"; if the value in box "B"is less than or equal to the value found in box "D", then the building is in compliance with the solar balance code. If you have any questions, please contact us at 639-4171,x304 or at the Community Development Counter, MAXIMUM PERMITTED SHADE POINT HEIGHT (In Feet) Distance to North-south lot dimension (in feet) shade 100+ 95 90 85 80 75 70 65 (i 0 55 50 45 40 reduction line from northern !ot line(in feet) 70 40 40 40 41 42 43 44 65 38 38 38 39 40 41 42 43 60 36 36 36 37 38 39 40 41 55 34 34 34 35 36 37 38 39 41 50 32 32 32 33 34 35 36 37 39 40 45 30 30 30 31 32 33 34 35 37 38 39 40 28 28 28 29 30 31 32 33 1 35 36 37 38 35 26 26 26 27 28 29 30 31 3 2 33 34 35 36 N 24 24 24 —i3- ," >_ 25 22 22 22 23 24 25 26 27 2 29 30 31 32 20 20 20 20 21 22 23 24 25 2 27 28 29 30 .J 15 18 18 18 19 20 21 22 23 21 25 26 27 28 1u 16 16 16 17 18 19 20 21 22 23 24 25 26 w w 5 14 14 14 15 16 17 18 19 21 22 23 24 t _ Box D. lvtaximum allowed shade point height: feet h:Wocs\nancy\ventura\solar.chp i Revised 2/26/96 Solar Balance Point Standard Worksheet W Address Box A calculations: North-South dimension for the lot. Box A: This dimension is determined by finding the midpoint of the North lot line and drawing an intersecting line perpendicular to that point. First, determine which property line is the North lot line. The North lot line is the line with the smallest angle from a line drawn east-west and intersecting the northern most point of the lot. 45° * -♦ N0 uR I ioNOA wf N North-South Dimension for Lot: Measure the distance from the midpoint of the North lot line to the South lot line along the described line. feet 1 �\ N \ NgNM SOUTH DIMENSION \ Box B calculations: Shade point height for your residence. Box B: 1. Determine whether measurements will be based on the peak or eave of your Which describes structure. The orientation of the ridge is also important. your residence? 1 a: If the roof line runs North-South, measurements willFKA (circle one) be based on the peak of the roof. v 0 0 0 �A 1B 1C 1 b: If the roof line runs East-West and the roof pitch is \' less than 5/12, measurements will be teased on the 1 n�l leer.le eave. N 4�FCIM EMF T 1- A w1 c: If the roof line runs East-West and the roof pitch is 5/12 or steeper; measurements will be based on the peak. PLOT PLAN LOT 113(o PUNTER'S GLEN 12549 5W 115th AVENUE MAP M 261035D, TAX LOT 0 5000 N.E. 1/4 OF SECTION 3, T.25, RJW, W.M. CITY OF TIGARD WA5441 NG-cTON COUNTY, OREGON LEGEND HOMES 8900 S.W. RAINES STREET TIGARD, OREGON PLAZA 2. SUITE 200 V 97223-2014 OFFICE (803) 820-8080 RAX (003) 898-8900 211.2' 214 ' 4 500.46'00"w - .. ..� J - 215 2 f6 213 _ __ _ y — ?14- - I _218 �~ 215 — �E- _ _ _ _ _?t9 V 20'-0" 2I6_ 21'7 - _ _ _ _220 221 c-??0 � 221.5, O WATER r .R \ ?? LOT 36 I1)-------- WATER LINE ) +f� \ =t 5, 00 SQ, FT. SS— — —— SANITARY SEWER4rLJ"� - _ \ VICTORIA '5' e)[:)— - - -- STORM DR<.IN <<���� r i FIN. FLR 222.8/ �,/ — — — 4 OF STREET (��I1'S'1 �` _ 5:Q' GARAGE FLR • 2208' • MANHCLE �n ® CATCH BASIN 22 \ PROPOSED STREET TREES 219,1\ ® STREET LIGHT � �'0 FIRE HYDRANT 5,0 -- l�OT 3-7 --------- OT 3> 220.5' \ �? a CIA Li UTILITY 500 146'00"W I EISMENT� =9JEWAL CD w / CURB 22 -s-- \E3.02``_j \ 5W 115\th AVE ?19 220 221 NOV 13 '9b JI:4F,PM TRUS-L.PY, IPC.. � � P.4112 13-9 J/!' —7 M I - AL4 � MICA r I , I i.i T 44 e %Mr z n+ Z�•Y W sys �. __.Ll / X X �r 1 I , ti 1 &fI v rs--7YY ct r LC'M� /lniYl F-- L` yl tr TRUSMAY, INC, PO, BOX 5005 Vancouver, WA 98668 (360) 750-1470 1 rrt.I'v' �,., ..ab 0 :•Ir', 'r 1 rFUS�dA'Y. .riC. P.5.'12. CAUSASSf 93372010 o_ WW �_oc _ •� ib• �'. N m .�. 6wEn 4 to m p' Z '�' 6f '� r d '• \ u Cly 2 W w u '� �•X W LLQ 1V rN �� 1Cl a 1� r 2 W K ~ fui l 0 CL mb ~ r O f •k an N Un vt w .�v LL Y O QU Nr� II. m ^ U RI m u �mw ��tiQ7 Qa m LLaoc� a ^ � � ot .. 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W to =Z-KW I"' + 07cu (A rye; J fj 45 i 131Q D 4c KOL s y ti lJ d N O117 CD dUJ=J T �7y, O OI ._ 'Lo,CIM V NN t.) �"..... W NLn 5� CVLI w R U 1Y iI r a o r W Q ., 3�F3- a s -A Z r �� .. omz ED will!; Ap ED z x x11 aZI w CL i3 a st c X W Q Q H } t e 3 z9�a74y! tl a L aBig-:fey s I qt �iii�gh3 �y A cu en .c w rn \ V . ago A V WCL h1 W pl '.R Q Zw ill t ray WS OLD in « _ � � ;-. a�399ei�Q .�.+.+ r W W 1Z 3 La cl mo Zzam i n 11 to it uiX .J QI► •a a o 4K 0 � x in Flo is a ww sx 9 W VVI W� Ul UW CL• in S'1 STRUCTURAL CALCULATIONS FOR Victoria '13' (Misc. Framing, Footings and Partial Lateral) Legend Homes FRGFF�`� 939 y �. ORE N,�� �,G�► 22, �� G� FROF�� LIMITATIONS ENGINEER VJAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT,WHO IS SOLELY RESDOVSIBLE FOR ACCURACY OF SAME NO RESPONSIBILITY AND/OR LIAP;LITY IS ASSUMED BY,OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHWON ON THESE SHEETS. 11-8-96 Job Number 554 0-96 1 1 , 1 a MAIN OFFICE CENTRAL OREGON v~i 6969 S.W.Hampton Street 141 S E.3rd Tigard,Oregon 97034 Bend,Oregon 97709 503 624-7005 503-383-1028 J THESE CALCULATIONS ARE VOID IF SEAL AND SIGNATURE ARE NOT ORIGINAL LLJJ 6969 S.W HAMPTON STEET - TIGARD, OREGON 97034 PHONE- (503)624-7005 FAX- (503) 624-9770 FROELICH CONSULTING ENGINEERS, INC allent: LEGEND HOMES project: VICTORIA B project number. 554.0-95 date: Nov, 1996 by:TS FT■1L LB 1M K := 1000-LB IN :_ .0833333•FT KSF := K PSF :_ KSF Fr 1000 DESIGN CRITERIA DESIGN CODE: CURRENT CABO/UBC SBP : 1500 PSF(ASSUMED) WIND DESIGN : VELOCITY=80PSF, EXPOSURE B SEISMIC ZONE: 3 ROOF DEAD LOAD RFR 2-PSF FRAMING RPL := 2•PSF PLYWOOD RRF := 5-PSF ROOFING RME := 2•ASF MECH&ELECT RMS := 0.5-PSF MISC RCl3 := 2.5•PSF CEILING RIN := 1•PSF INSULATION ROOF DEAD LOAD RDL := RFR+ RPL + RRF+ RME + RMS + RCQ + RIN RDL = 15•PSF ROOF LIVE LOAD RLL := 25•PSF ROOF TOTAL LOAD R L := RDL + RLL RTL =40•PSF a FLOOR DEAD LOAD CIE: FFR 2.5•PSF FRMG U" FPL 4-PSF PLYWOOD+UNDERLAYMNT �- FME := 2.5-PSF MECH+ ELECT J FMS := 1.5•PSF MISC rTN := 2.5-PSF INSULATION + FINISH FLOOR CAD LOAD FDI FFR + FPL + FMF i FMS + FIN FDI. = 13•PSF FLOOR LIVE LOAD FLL := 40.PSF FLOOR TOTAL LOAD FM _ FDL + FLL FTL=53•PSF Z/z 2 y/ 1. • x •t •+ I G•.weee ll.ev i✓i••.a•'CC �t eG,c:..e.cc�•o EP l i i Y _ � o�o.•fele � _ t - ee_• 0 i �p(L.� ROOF FRAMING PLAN _ 1x-25 SW Boones Ferry Road CLIEt I r PAGE / 1 lake Oswego,Oregon 97035 3/ rZ 503.636-0784 ' 636- PROJECT:FAX 503.636-0615 U'L'v2 r s- 0 PROJECT NUMBER: DATE:11-7 r ■ BY �. -131'zs, �'zzs��i "._ way �3Cr sJ. a / r Nnrl J A I C7 W J I 1 16325 SW Boone,Ferry Roo J C L I F N T PA(-',E /Iry Lake Oswego,Oregon 9 7035 �� 503 636-0794 pRc�JECT FAX 503 636-0615 ' V/ L'T-l�fZ,/� v PROJECT NUMBER. DATEI9 �`,A'7 �7 V-7S� ■ By „may t,ltilrr✓ LLL i` 25� -7$P1� Li,v►F. OL, = ZC iso = 4s�►� i 4xlZ �'"Z 1�' ►,3 K i I a r ' J j c.7 LU J W o o d w o r k s - Software for Wood Design2- File Name: untitled Woodworks 1.0c 6 NoV,1996 12:52 COMPANY ( PROJECT DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Beam database: Custom material: Timber-soft lateral support: Top= Full Bottom= @Supports total length: 11.00 [ft) INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=£t) Load I Distribute ( Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------I--------- 1 Part'l UDL Dead 45.00 45.00 0.00 5.00 No 2 Part'l UDL Snow 75.00 75.00 0.00 5.00 No 3 Part'l UDL Dead 195.00 195.00 5.00 11.00 No 4 Part'l UDL Snow 325.00 325.00 5.00 11.00 No 5 Point Snow 1.20 5.00 No 6 Point Dead 0.72 5.00 No Self-weight automatically included. f##tit##!it#t#tf t#tt##!#tf t#!##tit##f#fill###Yf ttYt#lYt4tYT!!#fftftt#!!# DESIGN SECTION: D.Fir-L, No.2, 6x12 @17.569 plf ftftttfflt#!flit!#tttilitYtf ttYltt#tt#ttltfitlftltlfttfflYttlttft##1###t MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 11.0 ft 1 I 1 ---------•-I- ---------•--•------1 Reaction 1 2.46 3.37 S.Length 1 1.0 1.0 #ttt* WARNING: This section violates the following design criteria: tttt# Bending SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design value I Analysis Design I �0 -------------- ------ ------ Shear fv @d = 64 Fv' = 98 fv/Fv' = 0.66 / OIL, Bending(+) fb = 1046 Fb' = 1006 fb/Fb' = 1.04 Live Defl'n 0.14 = L/929 0.37 = L/360 0.39 Total Defl'n 0.28 = 1./472 0.55 = L/240 0.51 n Bending(+) : Crit.LCI= 2 CDC 1.15 CL= 1.00 Shear Crit.LC#= 2 CD= 1.15 V@d= 2.70 1- cn Deflection: Crit.LCf= 2 > Total Deflection = .L.50(Defln dead) + Defln Live. J DFSIGN NOTES: t 1. Please verify that the default deflection limits are appropriate for your application. w 2. Sawn lumber bending members shall be laterally supported according to J the provisions of NDS Clau.e 4.4.1. W o o d w o r k s Software for Wood Design File Name: untitled Woodworks 1.0c 6 Nov,1996 15:24 COMPANY ! PROJECT DESIGN CHECK DESIGN DATA: code: NOS-Beam 91 P 2 type: Beam database: Custom material: Glulam simple lateral support: Top= Full Bottom= @Supports total length: 12.50 [ft) INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------(-----------------I-------- 1 Part'l UDL Dead 45.00 45.00 0.00 8.00 No 2 Part'l UDI, Snow 15.00 75.00 0.00 8.00 No 3 Part'l UDL Dead 195.00 195.00 8.00 12.50 No 4 Part'l UDL Snow 325.00 325.00 8.00 12.50 No 5 Point Snow 1.20 8.00 No 6 Pont Dead 0.72 8.00 No self-weigh, automatically included. #tt+ttttitt##t.+i#titttt#t#tt##t#tt##t###ttt###ttt#t#tt##ttttt###t#ttf#t DESIGN SECTION: V.G. Western, 24F-V4, 5.125x10.5 @14.948 plf ttttttt#tt#ttt#tttt#tte#ttttt#t#ttttt##t#tttt+rtt#e#tttt###t#ttit#xttt#t MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, .length=in) I 12.5 ft I ----------I-----•-------------I Reaction 1 1.86 3.55 B.Length 1.0 1.1 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design value I Analysis Design I -.-------------I----------------I----------------I------------------I Shear fv @d = 81 Fv' = 190 fv/Fv' = 0.43 Bending(+) fb = 1343 Fb' = 2760 fb/Fb' = 0.49 Live Defl'n 0.17 = L/857 0.42 - L/360 0.42 Total Defi'n 0.35 = L/433 0.93 = L/180 0.42 Bending(+) : Crit.LC#= 2 CD= 1.15 CL= 1.00 CV= 1.00 shear : Ctit.LC#= 2 CD= 1.15 v@d- 2.92 2 Deflection: Crit.LC#= 2 cc Total Deflection = 1.50(Defln-dead) + Defln- Live. cc H- N LESIGN NOTES: r 1. Please verify that the default deflection limits are appropriate +' for your application. -� 2. GLULAM: bxd = actual breadth x actual depth. n 3. Glulam Beams shall be laterally supported according to the provisions of NDS Clause_ 3.3.3. w w W o o d w o r k s - Software for. Wood Design File Name: untitled Woodworks 1.0c 6 Nov,1996 15:27 COMPANY I PROJECT DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Roof Joist databases: Custom material: Lumber-soft lateral support: Top= Full Bottom= @supports total length: 20.00 (ft) repetitive factor: applied where applicable. INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I- ----------I--------I----------------•-I-----------------I-------- 1 Full UDL Dead 45.00 No 2 Full UDL Snow 75.00 No Self-weight automatically included. rttttttttt+tttt++++t++++tt++ttt+tt++ttt++t+++tt+�ttt�+++t+t+++ttttt+tt+t DESIGN SECTION: D.Fir-L, No.2, 4x12 @10.937 plf r+t+t+tt++ttttt+t#tttt4ttt+++tt+tt+++tttttttt+tt+t+tt+tttttt+++ttt++t+tt MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 20.0 ft 1 I " I ----------I------------------I ReaLtion 1 1.31 1.31 B.Length 1 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysis Value I Design Value I Analysis Design I -------------- I----------------I----------------I-------------•-----I Shear fv @d = 45 Fv' = 109 fv/Fv' = 0.41 Bending(+) fb = 1064 Fb' = 1273 fb/Fb' = 0.84 Live Defl'n 0.41 = L/590 0.67 = L/360 0.61 Total Defl'n 0.86 = L/278 1.00 = L/240 0.86 Bending(+) : Crit.LC#= 2 CD= 1.15 CL= 1.00 Cr= 1.15 Shear : Crit.LC/= 2 CD= 1.15 V@d= 1.19 Deflecticn: Crit.I.0@= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DE3ION NOTES: CL 1. Please verify that the default deflection limits are appropriate a- for your application. 2. Sawn lumber bending members shall be laterally supported according to r the provisions of NDS Clause 4.4.1. F-- J n C7 W J 16325 SW Boones Ferry Road CLIENT; PAGE 81.t-L I Lake Oswego,Oregon 97035 LEI�r 0�4 L-> 503.636-0784 PROJECT: FAX 503 636-0615 V/0- q'+ B, PROJECT NUMBER: DATE: 11/7194- ■ BY: F-0 Or iki v..._ _..r_ ..•�.1.✓.wM�4�_Iwr..w..w.w......,y I. �_. r.�w.• yit rMrM r..J:.«✓...w.. ♦ ...r... ... f. .. • ......�. •W. ..y• . -� .a. 77 CLf .:"_`�._+"'.`�._�.��r•��._�'.�::: _- _: --3;4:-t��-::��zxss�o v_.a���4�-S�:"-�---:�.-`=:':.":�_-_-�I d h N i r h J I =t CD W J R0 2 x v CbLU.L —f u2,v 14 I is ll!spLu N6 I ; P xru -b cc.+ R--- cc L — o e tee' LP i. 1• �� �LT_•C•R...Sv .lel %'� - ✓ _ J �1u I a��W i;•, �— v .r a � �•rw: w S 16325 SW Boones Ferry Road CLIENT: PAGE Lake Oswego,Oregon 97035 64 / 6-0784 FAX 5 3.636- PRQI E�� FAX 503.636-0615 �Vl —g PROJECT NUMBER: DATE: II/7/1i ■ BY:.� CL c ! J ! CD W o o d W o r k s - software for wood Design ill j�L File Name: untitled woodworks 1.0c 6 Nov,1996 16:50 COMPANY I PROJECT DESIGN CHECK VESIGN DATA: code: NDS-1991 type: Beam �- database: Custom material: Glulam simple lateral support: Top= Full Bottom= 8supportt total length: 8.00 (ft) INPUT LOADS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I start End I start End ( Load ----------------- -------- -------- -------- 1 Full UDL Dead 395.00 No 2 Full UDL snow 630.00 No self-weight automatically included. *#*ttt#tt 44+#t**tt#t4#tYt#####tt#t#Rit#Q4++###t#ffYt*tlttt##4+tt*4Y4#tt# DESIGN SECTION: V.G. western, 24F-V4, 6.75x9 816.875 plf YtttfYtY#4ttYtttY##t##t#YtttYtf+t*tttt+tttttttitRttYttttt444tYttt4444Yt# MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) I 8.0 ft I I I ----------I---•---------------I Reaction ( 4.17 4.17 B.1,ength I 1.0 1.0 SECTION vs. DESIGN CODE (stress-psi, deflection=in) criteria I Analysis Value I Design Value I Analysis/Design I --------------I-----------• ----I----------------I------------------I shear fv Qd = 84 Fv' = 190 fv/Fv' = 0.44 Bending(+) fb = 1(98 Fb' = 2760 fb/Fb' = 0.40 Live Defl'n 0.08 = <L/999 0.27 = L/360 0.29 Total Defl'n 0.16 = L/616 0.40 = L/240 0.39 Bending(+) : Crit.LC#= 2 CD- 1.15 CL= 1.00 CV= 1.00 Shear : Crit.LC/= 2 CD= 1.15 VBd= 3.39 Deflection: Crit.Lc#= 2 Total Deflection = 1.50(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate CL for your application. cc 2. GLULAM: bxd = actual breadth x actual depth. N 3. Glul&m Beams shall be laterally supported according to the provisions r of NDS Clause 3.3.3. J CD W J FROELICH CONSULTING ENGINEERS, INC client: LEGEND HOMES project: VICTORIA B project numLer. 564.0.95 date: Nov, 1996 by:TS 1 M lb := kips-.00 I kft :=kips-ft plf:= b ft lb ksi := � kuf —� Im :_ m pcf:_ pof:= lb int 2 ft2 FOUNDATION DESIGN-- FOR 1500 PSF ALLOWABLE SOIL BEARING PRESSURE CAPACITY OF TYPE AND SIZES CONTINUOUS FOOTINGS 16"CONT. FTG. 1500•prf.16.in =2000-p1f 18" CONT. FTG. 1500•pef 18.in =2250-plf SQUARE FOOTINGS 36"x 36" 1500 pef(36.in.36•in) = 13500-Ib 42"X47 1500-pof(42•in.42•in) = 18375-]b ROUND FOOTINGS 2 18" dia. 1500•psf n•(9•in)' —2651-Ib 24"d18. 1500•pef it-(12 in)2 =4712-lb r L J • ���Z Z FROEL.ICH CONSULTING ENGINEERS, INC cllent: LEGEND HOMES project: VICTORIA B project number. 554.0-95 date: Nov, 1396 by.TS D B = 2D Capacity of continuous foundation wall- Allowed For a Typ. 24" depth P allowed = 1500.psf(l6-in)-(24•in)•2 P allowed =3600•lb and 16'wide For a Typ. 20" depth P allowed = 1300•prf(16•in)•(20•in)•2P allowed =6667•lb and 16"wide a J r C7 W J FROCLIC41 CONQULTING CNGiNCCRC, 1111C CLIP •t: LEGEND HOMES project: VICTORIA g project numb%o. 654.0-95 date: Ntw, 1,906 by:T5 kips := 1M ib := kips-.001 kft :=kips•ft 01f;= ft lb lb kri --2 krf:_ psi :_ m 83 pcf:= prf. LATERAL WIND: 60 mph exposure B q r := 16.4-prf 1 := 1 R r Ce Cq qe I windward C qw :_ .8 leeward C q1 .5 C tot := C qw+ C q1 windward leeward Total 0'-15' C e := -62 P := C e•q r•I R C qw=8.13•pef P.C q1- 5.08•prf P.C tot— 13.22•pef 15'-20' C e :_ .67 P := C e•q y I P.C qw 8.79•prf P.C q1=5.49•pef P.C tot= 14.28,pef 20'- 25' C e :_ .72 P := C e•q 1 P•C qw—9.45-prf PIC q1—5.9•prf P.C tot— 15.35•prf 25'- 30' C e .76 P C q r•1 P•C qw=9.97 prf P.C q1=6.23-prf P.C tot= 16.2•prf SEISMIC: Zone 3 a CC Z := .3 C := 2.75 RW := 8 W DL := 1'kips tiz r Z•I-C t VRq, 'W DL V :_ .1•W DL w J ' �SIzL PIMCLIC14 CONCULTINC CNCINCCRA, INC client: LEGEND HOMES project: VICTORIA B project number. 564.4.95 date: Nov, 1996 by:TS FT■IL LB■IM K := 1000-LB IN := .0833333-FT KFT := K•FT KLF := K KSI := K KSF := K PSI LB PSF K3F PLF KLF•.001 FT INZ ;i IN' 1000 DETERMINE THE LATERAL LOAn THAT GOVERNS DESIGN WIND LOAD TO LEFT/RIGHT SIDE OF HOUSE-Loads Front and Back AT ROOF P1 .= (15.3•PSF•(2 FT) + 14.3 PSF-(10•FT))•25•FT P1 =4.'34-K 2ND FLOOR P2 := 13.2•PSF(4•Fr r 4.5•FT)-25•FT P2 =2.8-K Garage PS := 13.22•PSF-(10•Fr+ 4.5•FT)-:2•FT Pg=4.22-K Contribution TOTAL LOAD P tot P 1 , P2 + P g P tot— 11.36-K WIND LOAD TO FRONTAND BACK SIDE OF HOUSE- Loads Left and Right Walls AT ROOF P I := 14.32•PSF-(9•Fr+ 4•Fr)-36•FT P I =6.7•K 2ND FLOOR P2 13.75-PSF•(4•FT+ 4.5•FT)•36•FT P2 =4.21-K TOTAL LOAD P tot = P I + P 2 P tot= 10.91-K OCIOMIO LARD ROOF DEAD LOAD 15•PSF.(25•Fr.36.5•Fr) = 13.69-K 2 �- FLOOR DEAD LOAD 10•PSF(25•Fr.36.3.FT) =9.13-K n r F- WALLDEADLOAD 8•PSF'.(2-25•FT+ 2.36.6•Fr)-17.•Fr 16.76•K r H Garage and LMng Room 15•PSF•((22•FT.31•FT)) + 8•PSF•(2.22•Fr 3.14•FT)•4.5•FT= 13.33-K —' Llving TOTAL SEISMIC_LOAD A.(13.69-K+ 9.13.K + 16 76 K + 13.33•K) —5.29-K g QMFtN DESIGN client: LEGEND HOMES project: VICTORIA B project number. 554.0-96 date: Nov, 1996 by TS DISTRIBUTE THE LATERAL LOAD TO REAR WALLS Upper Level WIND FORCE: P :_ (14.28•PSF•8•FT+ 13.22•PSF•4•FT)•12.5•FT P=2.09-K Lenght of Shear L tot := 6.5•FT+ 3•FT+ 3•FT L tot=12.5•FT Resisting wall SHEAR V := P v= 167.12•PLF 12.5•FT SHEAR WALL: 1/2"CDX ONE SIDE W/ SILL NALING: 16d AT6"o.c. 8d nails at 6"o.c. at edges 8d nails at 12"o.c. In field Lower Level WIND FORGE: P = 2.09•K+ 13.22•PSF•(4•F1'+ 4.5•FT)•12.5•FT P=3.49•K Lenght of Shear L tot 8•FT+ 2•FT L tot=10-Fr Resisting wall 3.49•K SHEAR v = v=332.38•PLF 10.5•FT HD Mot := (3.49•K•9•FT)• 2Mot=6.28•KFT 10z Mr := 2-(15-PSF 13•FT+ 13•P3F•7•ft+ 8.PSF•17•Fr) (2 2T) Mr=0.48•KFT T ~ mot Ff r T—2901.84•LB d H "' SHEAR WALL : 1/2"CDX ONE SIDE W/ SILL BOLTING: 1/2"A.B. Q 3Q" o.c. >- 8d nails at 4" o.c. at edges HOEDOWN: SIMPSON HTf22 8d Halls at 17 o.c. In field at each and of shear resisting wall W/5/8" dia. A307 A.B. embedd 12" w FROELICH CONSULTING ENGINEERS, INC client: LEGEND HOMES 2 project: VICTORIA B project number: 554.0-96 date: Nov, 1996 by:TS LATERAL LOAD TO WALL AT BACK OF GARAGE (LOWER LEVELI WIND FORCE: P I (4.22•K) + 3.49•K J 1-3 P=3.45•K Lenght of Shear L tot '= 26•FT L tot=26•FT Resisting wall SHEAR v = 3.45•K v = 132.69•PLF 26•FT HD M of (3.45.K.9•FT) M of =31.05•KFT 2 Mx •= 3 (15•PSF•4.•FT+ 8•PSF•13•ft+ 10•PSF•6.•Fr) (262� Mr 34.18•KFT Mot - Mr 26•FT T=-120.5-LB SHEAR WALT 1/2" plywd one side/ SILL BOLTING: 1/2" X 10"A.B. Q 48 In ox. 8d nails at 6" ox. at edges 8d nails at 12" o.c. In field HOLDOWN• None Requred LATERAL LOAD TO WALL AT BEDROOM 3 (UPPER LEVEL) WIND FORCE: P - (2.09•K)•--8 P= 1.29•K 1.3 Lenght of Shear L tot 12•FT L tot � 12•FT Resisting wall 1.33•K. CL` SHEAR v ." v = 110.83•PLF 12•FT SHEAR WALL : 1/2"CDX ONE SIDE'WI SILL NAILING: 16 d" at 6"o.c. 8d nails at 6"ox. at edge-9HOLDOWN: None Required CD 8d nails at 12" o.c. In field J FROELICH CONSULTING ENGINEERS, INC 107,1- client LEGEND HOMES project: VICTORIA B project number. 554.0-95 date: Nm, 1998 W.TS LATERAL LOAD TO WALL AT LIVING ROOM AND DEN WIND FORCE: P := (3.5•K)•1 3 + 13.22•PSF•7•FT•10•FT P=3.08•K Lenght of Shear L tot 12.5•FT L tot= 12.5•FT ResloUng wall SHEAR v .z 3.08 K v=256.67•PLF 12•FT HD M of _ (3.08.K.9•FT) M of=27.72•KFT 2 Mr 3•(15•PSF•20•FT+ 9.PSF•13•ft+ 10•PSF•2•FT)•(12.Z ) Mr= 18.32•KFT T Mot - Mr T=752.19•LB 12.5•FT SHEAR WALL : 1/? CDX ONE 31DE W/ SILL BOLTING: W"A.B. Q 48'o.c. 8d nails at 8'ox. at edges 8d nails at 1Y ox. In field HCLDOWN: None Requred LATERAL LOAD TO WALLS AT LIVING ROOIII WIND FORC P 13.22•P3F•(7.5•FT•7•FT) P=0.69•K Lenght of Shear Resisting wall L tot 2.5•FT+ 2.5•FT L tot=5•FT P V — v= 138.81•PLF SHEAR L tot Mat '= (P-8•FT).2 hq of =2.78•KFT HD M r ' 2.(15 PSF•2•FT + 8•PSF 4•FT).(2.5. )2 M r=0.13•KFr -' T = Mot Mr T= 1058.81•LB 2.5•FT SHEAR WALL : 1/2'CDX ONE SIDE W/ SILL BOLTING: 11T AB. Q 48'o.c. 8d nails at 6"o.c. at edges HOLDOWN: SIMPSON HTT22 8d nails at 17 ox. in field at each end wall FROELICH CONSULTING ENGINEERS, INC client: LEGEND HOMES project: VICTORIA B project number. 554.0-95 date: Nov, 199@ by:TS LATERAL LOAD GARAGE PIERS WIND FORCE: P :4 (14.28•PSF•9•FT+ 13.22•PSF•(5•FT+ 4•FT))•22.32 Fr P=2.76•K Lenght of Shear Resisting wall L tot = 2.5•FT+ 2.5•FT L tot=5'171' SHEAR V := —P v=551.92•PLF L tot HD Mot := (2.76-K-8-Fr)--1 2 M of = 11.04•KFT o Mr := 2.(15•PSF•2.•FC+ 8•PSF•8•FT)•(2.5 FT)2 Mi=0.2•KFI' Mme - Mr T := — T=3614.72-LB 3•FT SHEAR WALL: 1/2"CDX ONE SIDE W/ HOLDOWN: SIMPSON HTT22 10d nails at 3" o.c. at edges at each and well 10d nails at 12"o.c. in field w/5/8" die. A.B. A307 embedd 12" min. Chuck shear-4t roof sheathing 2.76 K =250.91•PLF 1/2" ply w/min naNing o.k. c 11•FT V) 2.76•K —86.25•PLF 32-FT w J FROELICH CONSULTING ENGINEERS, INC client: LEGEND HOMES project: VICTORIA B project number. 554.0-95 date: Nov, 1996 by,,TS tripe := IM 1b :=1ipe•.0C1 plf:- Ib pef:- lb pa ;_ Ib• kei it int int ANCHOR HOLT DESIGN ft HOLDOWN (AS PER SECTION 1625 ) CAPACITY OF 5/8" dla. A.B. embedded 12" CHECK CONCRETE CAPACITY � :; .85 7 = 1.0 fr := 2500 psi concrete strenght Embedment depth d 11in Width of d Stem Wall b := 6•in As := •b-2 .707 +Pc :_ X•2.8•A�(jc)•pn �Pc=24.24•kipe P Anchorage Capacity A cap := 1.7-3.0. .33 A cap =6.32-kips GOVERNS cc F- `" CHECK STEEL ANCHOR BOLT CAPACITY fe := 60•kei yelld T 5/8"dla. 3 .625•in Ab ._ n -d2 Ab =0.31•in' 4 w J P" := 0.9-Al,-f. PM = 1637-kips AS PER AISC A307 BOLT T e := 20•ksi•A b•1.33 Tit=8.16-1* Use 518' dia A307 Anrh - 9olt with 12' ernber4mart 11� SW1� • 4 11 ' r9 fir• ° u �• � � ��NI'I 1 `� �P 1 I 64 OfI OlYral NNW /�,f. •+I`L `�•. •°�`.. Xi 1'.Y .JI►•.Q .t•.L '.r' � YI .. _ 111— •/ n • —.. ri I ��n m I' ;, w • � I'o (1 1' 1• -ter• � �~ ' `" Y,�� Y.. nl Oji; \1�! Cil dr 1 I �ll 11 l� �.�fl nt. I �.^r�ac I Ilanc� ; Jilio:.rYm'.r,. �• ��� �wY�'}I Y'. ��1ii 1 r ' I I I I In } F— J m °—Y CD IAJ .J tf w r } 1 rMi�ll■ra.ot e --_--.�_-_ �- � �) V �{ f'i••?trap 7r oil r•s -ir —:Zn 1..q .41 t•1y.LI O• �I I rrl.l 1i -- I aero G►•O�{ i I I I 'I I r 1- -1 A (3 W J S� TRACT 'B' �0; El2449 BAM N 2 ` 453 1157 45 245 24'50 2535 �` 500 O 2519 26261151? (n O 2514 2537 cf) 4 557 Cn 540 con --� ERR L ST. 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