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12727 SW 116TH AVENUE f, h L-2797 W 116"IAV04UR 4 by J (-r; (:Veccrdslnt(cra((mi(argets%but(ding Joc CITY OF TIGARD BUILDING INSPECTION DIVISION 24-liour Inspection Line: 6394175 Business Phone: 6394171 Date Request-d: —. A.M. P.M. MST: � �7 1.ncatio,.:_1 a a I 1 BUP: Tenant: Suite: Bldg: MEC: Contractor: Phone: S S 0 U PLM: Owner: Phone: ELC: SIT: L,, G BLDG(c(%Wt) PLUMBING MECHANICAL. ELECTRICA—L SITE Site Post/Beam Post/Beam Post/13cam Cover/Service Sewer/Storm Footing Roof UndFI/Slab Rough-In Ceiling Water Line Slab Framing 'fop Out Gas Line Rough-in UG Sprinkler Fomtdation Insulation Sewer Ilood/Duct Reconnect Vault t3smt Damp Drywall Storm Fumacc Temp Service MISC. Masonry Ceiling Rain Drain IVC UG Slab Shear/Sheath Fire Spklr/Alyn Cre 4fFound Ir heat Pump Low Volt Approved App „ved Approved Approval Approved Appr/Sdwlk (11� .. Not Approved Not Approved Not Approved Not Approved L FINAL FINAL FINAL, FINAL. M � -eo'er C G K f> "0 CL r Q) all for reinspecti n 0 Reis 1 tion I.cc of S required before next inspection O Unable to inspect Inspector: `` Date: 4�- / — q --- Page --of CITY OF TIGARD BUILDING INSPECTION DIVISION 14-Hour Inspection Line-. 6394175 Business Phone: 639-4171 Date Requested: (� cl-7 A.M. P-M. MST: Location: ( - � �j �� BUR Tenant: Suite: Bldg: ME;C. + Contractor: _ _ Phone: PLM: ---- Owner:— ---Piionc. - ELC:_ -- ELR: _ SIT: BUILDING BLDG(con't) PLUMBING MECHANICAL ELECTRICAL SITE Site Post/Beanr PoWBeam Post/Bearn Cov-;ri,:crvice Sewer/Storm Footing Roof UndFI/Slab Rough-In Ceiling Water Line Slab Framing fop Out Gas L'ne Rough-Irr (JG Sprinkler Foundation Insulation Sewer Hood/Duct RcYxrnnecl Vault Bsmt Damp Drywrdl Storm Furnace Temir Service MISC. Masonry Ceiling Rain Drain A/C IJG Slab Shear/Sheath Fire Spklr/Alm Crawl/Found Dr 11.,t firm Low Volt Approved Approve Approve., Approved Appr/Sdwlk of m rrovci Not Approved roved Not Approvcd Not Approved FINAL, A FINAL Q-=`' C P r1l n ,Jr � j Get I O�r/�t� O C�c 7� i ny C✓ -1 ledn,24A U --�- _ Q LA 1 LPd r` r H— J W Call for reinspectior, Reinspection fee of S _required before next inspection M Unable to inspect Inspector: Gr !`'1 x t/V Date. ___— _ Page of CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Line: 6394175 Business Phone: 6394171 Date Requested: 1���� _ __-- A.M. _/ P.M. Location: �� �,� %_ _— _ BUR— Tenant: — Tenant:� Suite:_ —Bldg: 1&A MEC: Contractor: Phone: PLM: Owner: Phone: EI,C: EI,R: SIT: BUILDING BLDG(con't) PLUMBING MECHANICAL ELECTRICAL SITE Site Post/Bcam Post/licam Post/13t'Inl Cover/Service Scwer/Stoml Footing Roof UndI�I/Slab Rough-In Ceiling Water Line Slab Framing 'fop C?it Gas I.inc Rough-In UG Sprinkler Foundation Insulation Sewer Ilood/Duct Reconnect Vault Rsmt Dtunp Drywall Stonn Furnace Tcrnp Service MISC. Masonry Ceiling Rain Drain A/C UG Slab Shcar/Sheath Fire Spklr/Alm Crawl/Found Dr I leat Pump I ow Volt rov Approved Approved Approved API`/tidwlk Not ro-cd Not Approved Not Approved Not Approval Not Approved FINAL FINAL FINAL ,_j Mti H/ W J 0 Call for reinspection � 0 Reinspection fee of Srequiral beforee next inspoction O I Inable to inspect hrspector: _ 1_G! k _ – ---- _. Date:— ��15��' 1 I'agc—;is orZ CITY OF fIGARD BUILDING INSPECTION DIVISION ,( 24-Hour Inspection Line: 6394175 Business Phone: 639-4171 Date Requested- � A.M. P.M.— MST: Location: _ r_�� c�. 1 i �D ( — I�t�_�-_"'� _ BUP:� --- Tenant: Suite: Bldg: NEC: ^— -- - Contrac!or: Phi' Phone: S, (go PI.M: Owner: Phone: A It LLC: Iii.R: BUILDING BLDG(con't) PLUMBING MECIFIANIC if ELECTRICAL SITE Site Post/Beam Post/Beam Post/Beam Cover/Service Sewer/Storm Footing Roof UndFI/Slab Rough-In Ceiling Water bine Slab Framing Top Out Cies Line Rough-In UG Sprinkler Foundation Insulation Sewer flood/Duct Reconnect Vault Bsmt Damp Drywall Storm Furnace Temp Service misc. Masonry Ceiling Rain Thain A/C UG Siab Shear/Sheath Dire 1 CrawtNound it Ifeat F'iun I.aw Volt _ Approvedt�� Approved Approved Approved Approved [Appr/S,iwlk Not Approved proved Not Approved Not Approved ' FINALN i��) FINAL FINAL 01 J O Call for reinspection O Reinspection fee of 3_ ,required before next insprxtion O Unable to inspect Inspector: __ 1` l Date _� ( Page___(_.____of 'I, CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling Plumb Post/Beam Mech. Shear/Sheath Framing Mech. Plbg.Und/Fir/Slab Pibg.Top Out Insulation -Elect. Post/Beam Struct, Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ Date: -=+ A.M.P.M. Entry Address: l ;L-� Tenant: Ste: MST. BLIP: Con/Own: _ _ MEC: PLM: ELC: - THE FOLLOWING CORRECTIONS Ar;E REQUIRED: EL.R: t W do Kn ector:r — Date: F-PROVED —DISAPPROVED/CALL FOR REINSP. CF C CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. Plbg.Und/Fir/Slab Plbg.Top Out Insulation lac Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwtk Reins. Other: Date: .—^` A.M.P.M. EMU: Address: ��_�>� Q Tenant: Ste: MST: ( BLIP: Con/Own:_ MEC:_ PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: _ t — JC r -- r W Inspector: bate: 17 III APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO CITY Cif TIGARD BUILDING INSPECTION NOTICE Inspec'Jon Line: 639-4175 Business Phone: 639-4171 Footing Rai.i Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg, Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Reins. Other: Date: r �A.M. �P.M. Entry: I Addrec � s: _ —' ,'_. _ Tenant: Ste: I ASTM_ Con/Own: 11UP: _---- 11EC: ILMI _ THE FOLLOWING CORRECTIC;IS ARE REQUIRED: ELR: t_7 W '- --------- -.� ._ J Inspector:v_-�_=�""��` Date: APPROVED -_DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGA RD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 For-ing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. PcsUBeam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San Sewer Gas Line ppr dwlk� Reins. Other: Date: -' C- C/ �7 A.M.�'';� P.M. _ — Ent c �- Tenant- — Ste: __ MST: v BUP: _ Con/Own( ^= Y .c.. MEC: — PLM: I j ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: a W - Inspector: _ Date- bCAPPROVED —DISAPPROVED/CALL FOR fiEINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: ` Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Much. Plbg.Und/Fir/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech, Rough-in -E,Idg. San. Sewer Gas Une ppr7Sdwlk Reins. Other: Date: 7 A.M.—_P.M. Entry: Address: I -'� `9-� Tenant: _ Ste:__ MST: d BUP: Con/Own: MEC: PLM' ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: f-- F-- r-a L1 Uj In actor. _-___ Dat- PROVED —DISAPPROVED/CALL FOR REINEI-. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639 1 Footing Rain Drain Co,er/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Fir/Slab Plbg. 'Top Out Insulation ..Elect. Post/Beam Struct. Mech. Rough-in yp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Rein:,. Other: _� Date: �A. P.M. Ent Address: Tenant: �-�-7 Tenant: Ste:__ MSTq(:-,-1--�--( C+ --7© BUP: Con/Own: MEC:_ PLM: ELC: — THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Y W __-- _-- - -- i J J Inspector: lAPPROD _ DISAPPROVED/CALL FOELR __ CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Main Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Smear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Strict Mech. Rough-in 6 yp. B -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: - bate: - A.M.—P.M._ Entry: _. Address: Tenant: Ste: _ MST: BUP: _ Con/Own: MEC: PLM: ELC: THE FOLLOWINC Cr "IECTIONS ARE REQUIRED: ELR: J Ad J Inspector: _ _ Date: `' _APPROVED r DISAPPROVED/CAt�4i~, CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Ralf^ DmIn Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam IVlech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. �I Post/Beam Struct. CKe-c�h.. ough-in Gyp. Bd. -Bldg. San. Sewer n Appr/Sdwlk Reins. Other: Date: A.M. _P.M. Entry: Address: � (0 Tenant:_— Ste: MST: !Jea__O r BLIP: Con/Own: -� �� fly MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: &:;,7? ''S3'ai�'_ /4,60 v.. cqFg2 Re- vim fir_`C- Ares -m 00 N I &IA4 L _Vex.r- UYV.,F.c ice.c rs 0 7 Sir �b c r 15-Y.�%r 'leg w ---- - ___ - - -- J Inspector: - - Date: _APPROVED _DROVED/CALL 17014111�&UnKgie? CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech, Shear/Sheath Framing -Mech. Plbg,Und/FII!Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. Sar, Sewer Chas Li Appr/Sdwlk Reins. Other: Date: 7 _ A.M. P.M. Address: _ Z 7 Tenant: _ _ Ste:_ - MST: BLIP: Con/Own: MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR 6) (u3(u3 ;�tai ry CA t�T ,5� _ Z7 LLJa J C7 J Inspector. _-_ -- Date: Phi PROVED _DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDII4G INSPECTION WOTICE Inspection Line: 639.4175 Business Phone: 639-4171 1 Footing Rain Drain Cover/Service FINAL 1 Foundation Water Line Ceiling -Plu-nb. Post/Beam Mach. Shear/Sheathramin� -Meeh. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. rMech. Rough-ice' Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: 7 Date: A.M. n Address: _ 1.�?off- _ _��L K-1, Tenantr- ---. Ste: MST: G BLIP: Con/Own _. _- MEC: PLM: ELC: _ THE FOLLOWING CORRECTION'S ARE: REQUIRED: ELR: 14-1 . Ac rte✓u . ,y�.� Ln J W ----Y.../--� --�__. Inspector: Date: d�� APPROVED ____DISAPPROVED/CALL F INSP, CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINA�f / Foundation Water Line Ceiling -Plurrl6. , Post/Beam Mech, Shear/Sheath I�,r�Fr ng Meeh. Plbg.Und/Fir/Slab Plbg. Top Out < nnnLuulatio -Elect. n Post/Beam Struct. ec� RL ni Gyp. I3d. -Bldg. San. Sewer Gas Li.ie Appr/Sdwlk Reins. Other: Date: C. _ A.M. �P.M.___ E,Itry: Address: __ ;L::) Tenant:_._. �. Ste: MST: �s BUP: Con/Own _..__ -_- MEC: --- PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: n., cG F— _J C9 __ LJ _J Inspector: Date: L-,ht'PROVED DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain over/ arvice FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. Plbg.Und/Fir/Slab Plbg.T)p Jut Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: A.M. P.M. Entry: Address: �T(,(2 Tenant: Ste: MST: G BUP: Con/Own: ci 4 '� 5' 1 `�`Q,� MEC: — PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: I 16 4444,, -r r1 nsp ctor: ------- -- _APPROVED __DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech, Shear/Sheath Framing -Meeh. Plbg.Und/ Ir/Slab bg. Top O Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins Other: Date: /JA.M.P.M. T Entry: _.. Address: //1a _ __ .�, Tenant Ste:--- - MST: C BUP: Con/Own --- _ MEG:,---- PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELP: cc r F— r J c' W J Inspector: APPROVED —DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line, 639-4175 Business Phone: 639 4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. 6e NSheath Framing -Mech. Plbg.Und/Flr/Slab Plbg, Top Out Insulation -Elect. Post/Beam Struct. Mech Rough-in Gyp. Bd. -Bldg; San. Sewer Gas Line Appr/Sdwlk ein Other: -- Date: 1— A.M. P.M.�/_ Entry: Address: -7 .-_ / al ___ �y? Y—A - Tenant: _ Ste:_ MST: O Con/Own: _ ,s�(� MEG:MEC PLM: — ELC: _ THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: f,,v,�;rC. ,oW—3 13 zo �'�'rC_- L//fix . %�.�7' 'T /,a•Ln J W J Inspector: Date: _APPROVED QED/CALL FOR L�S�- CF CO i CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 BusineEs Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb Post/Beam Mech. Or/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struc:t. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Other: Date A.M. M._C-� Entry: Address: ""L Tenant: _ Ste:_.- MST: �� L� -� cis BLIP: - — Con/Own: MEC —_ d=� u" MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: — Ti "-LP a cc J C7 W J Inspector: ' _ Date: - _APPROVED _DISAPPROVED/CALL F1� CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE / Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Bearn Mech. (5he;/Sheaih Framing -Meeh. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Bearn Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Other: Date: A.M.✓M. Entry: Address: 7 Tenant: _ _ - _--- ___. _ Ste:_ MST: BLIP: Con/Own: _ MEC: PLM: _ ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: — CL a — h- J rr W _ J it Inspector: `_ _ Date: ZG 4WT ROVED DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FIN Foundation Water Line Ceiling -Plu Post/Beam Mech. C�r/Sheath Framing -Mec P1bg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: t `��_ Date: -� G �� A.M. .l�✓/P.M�.j� Entry Address: +J Y"�� _ Tenant:�- Ste: - MST: �1[U 57 BUP: Con/Own• MEC:. PLM: ELC: THF,FOLLOWING CORRECTIONS ARE REQUIRED: ELR: i a J CJ W _ _ - J Inspector:,/5:E' Date: _APPROVED _.DISAPPROVED/CALLF INSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. p Ind/Flr/S�JF1b" Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdivlk Reins. Other: Date: // ct A.M. P.M. Entry: Address: Tenant: —_ Ste: MST: BUP: Con/Own:_ MEC: PLM: ELC: _ THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: a � � F— J rr _ C7 W J spac'o _�___ Date: A VED DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICL 1 Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling Plumb. IZ6st/Bearn Mach. Shear/Sheath Framing -Meeh. Plbg.UndiFlr/Slab Plbg. Top Out Insulation -Elect. Ii�osUeam Stmt. Mech. Rough-in Gyp. 9d. -Bldg. San. Sewer Gas Line Appr/,`,dwlk Reins. Other: — Date: _( ANX—) P.M.� Entry: Address: Tenant:_ --- Ste: MST: BLIP: Can/Own: __- —_- - — MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: - �'.�u rte.5 ,. <� .e�7T ••�S !0/vr:7 C., Inspe r. _�.. _ Date: APPROVED --DISAPPROVED/CALL FOR REINSP, CF CO CiT OF TIGARD BUILDING INSPECTION NOTICE InspeQtion Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: ati Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg, Top Out Insulation -Elect. Post/Beam Struct. Mech. Fough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: . _ Date: A.M.9 P.M.,t ,, Entry: _ Address: V.' l : � Tenant: Ste:. _ _ MST: BLIP: Con/Own:._ _ . MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED ELR: o. W — - J Insspe_ctor , !' Date: A;i,_A PROVED DISAPPROVEWCALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 in�n Cover/Service FINAL: Footing 4a Foundation (Water Linq Ceiling -F IUmb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg, Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Blc+g. ew Gas Line Appr/Sdwlk Reins. Othe,. Date: _ A.M. P.M, Entry:_ Address: Tenant: Ste: MST: ZBUPS� Ccs CLQ T J Con/Own:�__.� MEC: P!M: _. ELG: _ THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: ape _ — — _. Date. PROVED �_DISADPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footin n Rain Drain Cover/Service FINAL.: Foundation Water Line Ceiling -Plumb. Po!;UBeam Mach. Shear/Sheath Framing -Meeh. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Bea^q Struct. Mech. Rough-in Gyp. Bd -Bldg. San. Sewer Gas Line Appr/Sdwll; Reins. (,ether: 'Date: _�_ �0 1 A.M. —_..P.M. ---- Entry: --- Address: _4 Tenant: --------- - ---- Ste: - MST: -j o BLIP: Con/Own:_. --- — _ -- - MEC:-- - PLM: E LC: ----- --THE FOLLOWING CORRECTIONS ARE REQUIRED ELR: _ a c Inspector: _ Date: PROVED �.DISAPPROVED/CALL FOR REINSP. CF CO CITY QF TIGARD � DEVELOPMENT SERVICES IMASTER �,_ . . . . 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 DATE ISSUED: 12'/30/96 I,2,7�2 7 PARCEL.: 2S i.03BD—HC:0 i/i : ITES ADDRESS. . . SW 116TH AVE �'UBDIVISTON. . . . a I-P.JNTE=:R° `:; F11-EN! "ZONTNi3: R-4. 5 P'D LOT. . . . . . . . . . . . . :O1 Q-ra-ks: Single family new residence. PATH I ------------------------------------------------------------------ BUILDING ---------------------------------------------------------------- i'EISSUE: STORIES.......: 3 FLOOP AREAS---------- BASEMENT...: 0 sf REQUIRED SETBACKS---- REQUIRED-------------- `;LASS OF WORK,-,NEW HEIGHT........: 24 FIRST..•.: 1200 sf GARAGE.....: 844 sf LEFT..........: 14 SMOKE DETECTRS: Y TYPE OF USE... :SF FLOOR LOAD....: 40 SECOND...: 1379 sf FRONT,........: 20 PARKING SPACES. 1 TYPE OF CONST.:5N DWELLING UNITS: 1 FINBSMENT: 0 sf RIGHT.........: 5 OCCi!DANC't GRP,:R3 BDRM: 3 BATH: 3 TOTAL-----: 2579 sf VALUE..$: 187457 REAR..........: 31 ---- PLUMBING ---------------------------------------------------------------- SINK5.........: 1 WATER CLOSETS.: 3 WASHING MACH..: 1 LAUNDRY TRAYS.: 1 RAIN DRAIN ft: 0 TRAPS.........: 0 LAVATORIES....: 4 DISHWASHERS...: 1 FLOOR DRAINS..: 0 SEWER LINE ft: 0 SF RAIN DRAINS: 1 CATCH BASINS..: 0 T''P SHOWERS...: 3 GARBAGE DISP..: 1 WATER HEATERS.: 1 WATER LINE ft: 100 BCKFLW PREVNTR: 1 GREASE TRAPS..: 0 OTHER FIXTURES: 0 -------------------------------------------------------------- MECHANICAL ----- ----------------------------------------------------------- 7'JEL TYPES----------- FURN ( INK ..: 0 BOIL/CMP ( 3HP: 0 VENT FANS.....; 4 CLOTHES DRYERS: 1 AS/ / FURN )=100N. 1 UNIT HEATERS... 0 HOODS.........: 1 OTHER UNITS...: MAX INP.: 0 BTU FLOOR FURNACES: 0 VENTS.........: 0 WOODSTOVES....: 9 AS OUTLETS...: 1 ----------------------------------------------------------------- ELECTRICAL- -------------------------—------------ -----------------------.. --RESIDENTIAL UNIT--- ---SERVICE/FEEDER---- --TEMP SRVC/FEEDERS-- ---BRANCH CIRCUITS--- -----MISCELLANEOUS---- - 4DD'L INSPECTIONS-- 900 SF OR LESS: 1 P 200 amp..: 0 0 - 200 amp..: 0 W/SVC OR FDR..: 0 PUMP/IRPIGATION: P PER INSPECTION: 0 EA ADD'L 500SF.: 5 201 - 400 amp..: 0 201 - 400 amp..: 0 1st W/0 SVC/FDR: 0 SIGN/OU1 LIN LT: 0 PER HOUR......: 0 iM!TED ENERGY.: 0 401 - 600 amp..: 0 401 - 600 amp..: 0 EA ADDL BR CIR: P SIGNAL/PANEL...: 0 IN PLANT......: 0 MANF HM/SVC/FDR: 0 EQI 1090 amp.: 0 601+a1ps-1000 v: 0 MINOR LABEL -10: 0 1000+ amp/volt.: 0 ------------ --------------------- PLAN REVIEW SECTION Re.-onnect only.: 0 )=4 RES UNITS..: SJC/FDR)=225 A.. ) 600 V NOMINAL: CLS AREA/SPC OCC: -------- ---- ---------------------------------- ELECTRICAL - REST^ICTCD ENERGY ------------- ------------------------------- A. 5F RESIDENTIAL--------------------------- B. COM,!ERCIAL---------------------------------------------------------------------------- AUDIO t !,TEPEO.: VPZ" SYSTEM,.: PUDIC ✓4 STEREO.: FIRE ALARM..... : I`ITERCOM/PAGING: OUTDOOR LNDSC LT: BURGLAR ALARM..: OTHs :: X BOI:.ER.........: HVAC...........: LPr"-SCAPE/IRRIG: PROTECTIVE SIGNL: GARAGE OPENER..: CLO!'!`..........: INSTRUMENTATION: MLOICAL........: OTHR: HVAIC..I........: DATA/TELE COMM.: NURSE CALLS....: TOTAL N SYSTEMS: 0 9wner: __.._____..__.__... __- --------------Ccstractor: --- ----------- --- ------- TOTAL FEES;1 4679.20 LEGEND HOMES LEGEND hCWS CORPORATION 6900 SW HPINEE ST 7160 SW HAIELFERN RD. SUITE 100 TIGARD OR 97223 TIGARD CR 9724 Phone ii: 620-8080 phone N: 620-80P0 I Reg p..: 60563 r This pereit is iisued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other Y applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for &ore than 180 days. ---------------------------------------------------------- REQUIRED INSPECTIONS -------------------------------------------- - - -- Erosion Contol Post/Beam Meehan Electrical Servi Fireplace Insp Pain drain Insp Mechanical Final Q Grading Inspecti Crawl Drain Electrical Rough Gas Line Insp Water Line Insp Plumb Final -' Footing Insp PLM/Underfloor Framing Insp Gas Fireplace Water Service In Building Final "oundation Insp Mechanical Insp Shear Wall Insp Insulation Insp Appr/5dwll. Insp Dost/Beam Struct Plumb Top Out Low Voltage Gyp Board Insp Electrical Final ,a 1"'er,mittee 9ignat ij)-e Issued By Call' �or r.nspecti.on -- E39--4175 ' CITY Or' TIGARD SE"WE R CONNECT I rite PERMIT DEVELOPMENT SERVICES PERMIT #. . . . . . . : SWR96--0558 13125 SW Nall E!vd.,Tigard,OR 97223 (503)F394171 DATE T SSUED: 12/:?10/16 2.f PARCEL: �'S 1 Qi3PD--l-';;i0 i.4 ,";TTF ADDRESS—, :,. : 1�'7aW'r' SW 116TH AVE-. OIJI•ADIVTSTON. . . . : HUNTER' S GLEN ZONING: R--4. 5 PD F!__OCK. . . . . . . . . . .. LOT. . . . . . . . . . . . . :014 TENANT NAME. . . . . : USA NO. . . . . . . . . . . FIXTURE UNITS. . . : 0 CLASS OF WORT',., . . :NEW DWELLING UNITS. . 1 TYPE OF USE. . . . . :SF NO. OF BUILDINGS: I INSTALL TYPE=, . . . :F+t.:(;WR IMPERI, 4:,URFqCE: 0 f R( mav-ks : Single family new residence. Owner . _.__...... . ........_._...__----__._.-_-_----_.__-.___-_____...._.____-.---_.___..__._.---___....__ . .E '� LEGEND HOMES type amo!_fnt by date r^ecpt 6`000 SW HAINES ST F'RMT $ 200. 00 B 12/-•i?1 6 9r-,--x:'88;;'46 I NSP $ 35. 00 B 1213 b 196 96•-283246 TIGARD OR 9722-3 Phone #: 620--8kr80 CONTRACTOR NOT ON FILE_ Pliant, +f: 2235. 00 TOTAL Reg #. . _- - -- RE(�U I RED INSPECTIONS This Applicant agrees to comply with all the rules and regulations Sewf�t- I aspect ion of the Unified Sewage Agency. The perait expires 180 days from the date issued. The total mount paid will be forfeited if the permit expires. The 11gency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, tho_ 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" Perini; and the�Algency will install 9 lat^ral. Fl a i,m i I:{:e e 5 i g n a t!l r Ca 1. i fe)r inspection — 639-41.75 J t: l.aJ J Plan Check# /C 3 C ITY OF TIGARD Residential Building Permit Application Rec'dBy' — 3125 SW HALL BLVD. New Construction Additions or Alterations Date Recd IGARD„ OR 87223 Single Family Detached or Attached Date to P.E. �'iv 303) 633-4171 Date to DST / Print or Type Permit Incomplete or illegible applications will not be acceptedCalled �� V,„ y r Name of Subdivision Lot# Name Job HUNTER ' S GLEN 14 LEGEND HOMES Address Sita Address 7 Architect Mailing Address 5W I10th Avcfiue 6900 SW Haines St . r Name City/State ZipPhone LEGEND HOMES Ti and OR 97223 620-8080 Name Owner Mailing Addresr F-R 0 E L I C H 6900 SW Haines St . City/Sure 7� Pphone Engineer Mailing Address Tinard , OR 97223 620-8080 6969 SW Hampton St . City/State Zip I Phone Nam,, Tigard , OR 97223 624-7005 General L E GL N D HOMES Describe work new d'Y addition O alteration O repair O Contractor Mailing Address to be done: _ 6900 S W Haines St . Additional Description of Wo,k: City/State 'Lip Phone Tit-lard , OR 97223 620-BOBO Oregon Const.Cont. Board Lic.# Exp.Date Attach Copy o! 060563 6/19/97oject $ 7 Current COT Busine s Tax or Metro# Ex Date L�V�auation Licenses 471 `� Name NEW CONSTRUCTION ONLY: /,�z '3 j j�, Mechanical SUNGLOW INC . Sq.Ft. Hou—s7e- Sq.Ft.qara e: Sub- r!Mailing Address Contractor 2 4 Z 8 5 E 10 5th Corner Lot Yes No Flag Lot Yes NQ City/State Zip Phone (check one) (check one) i P o r L l a n d , -OR 97211, 253-7789 Restricted 9!�'`'� Audio/Stereo }aia Burglar Oregon Const.Cant. Board Lic.# Expo ate M-) Energy System Alarm A.tach Copy of , 4B 1 1 I / Installation i't' Garage Door HVAC Current I COT Business Tax o{{Mgtro# Exp. ate ' Licenses 1271 `�' ,�l,l Opener Systems I Name 7-1 // J (check all that Other: Plumbing WOLCOTT PLUMBING Sub_ !acting Address-- Will the electrical subcontractor wire for all Yes No Contractor PO Box 2007 restricted e„ergy installations? Jt City/State zip Phone Has the Subdivisior Plat recorded? NIA Yes No Gresharn, OR 97030 667-9891 Oregon Const. Cont.Board Lic.# Fxp Date Reissue of MST# Solar Compliance Attach Copy of 2319 ] 10/19/97 (Calculation attached) '-:urrent Plumbing Lic. # Exo Date I hereby acknowledge that I have read this application, that the L irenses 2 6—2 0 8 P B 8/31/97 information given is correct, that I am the owner or authorized agent of COT Business Tax or Metro# Exp. Date the owner, and that plans submitted are in compliance with Oregon 96-4281 12/96 State laws. Name Signr ature of Own !Agent Date / Electrical GARNER ELECTRIC ' ,1/;," ,- rfiL I-, / n _� Contact Person N e Ph Sub- Mailina Address Contractor 21785 SW TV Highway FOOFFICE USE ONLY: _ :« City/State Zip Pnone Plat# MaprrL#: _ w Aloha , OR 97006 591-1320 �- / � n —� 7� Oregon Const Cont.Board Lic# Ex ate /� 1 Attach Copy of 11rj �.� i s Zone: Solar Gurent Electrical Lic. # ax . pate, Ln.eirses 34-305C /``' r�'tl` r` C, Business Tax or Metro# Exo. Date Engineerin Apr Val* Planning Approval: TIF: sts\nstapp.doc q/(. of/ell �� t 11.111 Permit Account Description eg014i1n Amt. Pd. Bal, Due �0 -650MST. Permit (BUILD) Plumb. Permit (PLUMB) 2 G . Mech. Permit (MECH) 4S. ELC/ELR Permit (ELPRMT) 2 7 5, G= State Tax (TAX) .5y. Bldg: 3Z, 65 Plumb: Mech: '" ELC/ELR: Plan Check .� MST: (BUPPLN) 414,45 Plumy: (PLMPLN) Mech: (MECPLN) CDC Review (L1 NDUS) - Sewer Connection (SWUSA) ZZ(10- Sewer Inspection (SWINSP) .3 y. -3)" Parks Dev Charge (PKSDC) S 6), c4d DD Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Water Quality (WQUAL) Water Quantity (WQUANT) Of � i 6✓ Erosion Control Permit (ERPRMT) =, Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN)LU Fire Life Safety (FLS) TOTALS: � 66K42-0 odstsMstapp doc (( _ Rev. 7196 V`,^ 4 r f I Y OF '{ I GP RD RV(,t:.I r�T Of- C-"YMI-N'1 NAME CW-3H r'-1MLJlINT tllaf►i2E=:5fi3 rr 6900 SW HATNE.la !~i'1 T I I ARD t:JP. SURt?T�J,C I 11hJ a f9.Jt�r"rl; f_ UF- F-IAYMI-.N I AMOUNT r'A217 Ut PAYMLN I ril�ll.ilifJ l t'rl(f F�llll 1�?.NIS t�t.khll'i E+:)'3. 00 PIAJMU INIa F+RM h!r r.:h;t+tJTCWt, t�E 4"j. 00 at_EurpICNt_ P RM1 1 j-71J. tnt,, `' t 1 . fadlIt Ci rpt tc '19. 90 F1UtLDINta PLAN CHILC;K 174. t, , MF:"f,HPt.41 r ()L. P MI C:HEU 1 1. 25 CLIC Pr-V I IL W PEP LANt41N6 :'Nt. k') I:;I)t; C7E:. .'1 E.W C t f1LtICi C►! t�'1 -0. 00 SEWER ►J�;Et c'211t71» 00 35. 00 PARKS SSC 1050. ovi t+.t=,T DEN) T AI.. ! F2FaC-h I G F E.k:5 1'L)70. 00 MASS '1 kI1NS'1'I C 1 r• r V F.>"c l r'0. VrV_i cz H2O QUANT'1 T Y FAC i I_I TY FEE 100. olb kit�ilta I UN G:IiNT Rltl.. !+'h RM 11 t~kali t�4. 1110 w r"P05 T ON CON'T'tIUL. PLON CK 210. NQS L kUS I UN GUN 1 RLIt_ 0. 8(A r ^C)S47 I W 1 1(%'f H AVE. 7 6664. 80 ZY,ja ,Address s4/ //� Box A calculations: North-South men 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. 4,50-0- t 5°—► 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 N 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 will (circle one) be based on the peak of the roof. ww"o 0 0 o t --► - � 1A 16 1C 1 b: If the roif line runs East-West:nd the roof pitch is less than 5/12 measurements will be based on the eave. N sva POW uK T 1-- w _J J1 c: If the roof line runs East-West and the roof pitch is 5/12 or steeper, measurements will be based on the peak. Box B. continued t .; Bax B: 2. Measure change in elevation from front property line to finished floor elevation. If the lot slopes up from the front lot line to the foundation, the figure is positive. If 3 ft the lot slopes down from the front lot line to the foundation, the figure is negative. l from finished floor elevation to the affected peak/eave. + 3., Measure distance ; 4. If the roof line runs North-South, deduct three feet. If the roof line rues East West, ' deduct nothing. 5. Subtract one foot for each foot of difference in elQvation from the front property line to the rear property line, if the lot slopes up from the front to the rear. If die ft lot has no slope or slopes up from the rear to the front, deduct nothing. _ 6. Total figure for box B: . . s ft Box C. Distance to the shade reduction line. Box Q 1. Measure the distance from the North property line to the foundation near the ft affected peak/eave. 2. Measure the distance from the foundation to the affected peak or eave. + ft ft 3 Total figure for box C: owl it is most useful to draw a vertical line to represent the appropriate figure found in box'A'and a horizootal!:^.e to represent the appropriate figure found in box'Co.The intere-2�_tion of the vertical and horizontal lines determines theyalue found in box'D'.The slue ! in box'D'shoolld be compared to the value In be,�'B';if the value In box"B'is less than or equal to diie value found in box*Do,then i the building is in compliance with the solar balance code. If you have any questions,please contact us at 639-5171,x304 or at the Community Development Counter. J MAXIMUM PERMITTED SHADE POINT HEIGHT in Feet Distance to North-south lot dimension(in feet shade 100+ 95 90 85 80 75 70 65 60 55 ` 50 45 40 reduction line from northernlot line(in feet) i i 7C 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 42 55 34 34 34 35 36 37 38 39 40 41 50 32 32 32 33 34 35 36 37 38 39 40 45 30 30 30 31 32 33 34 35 36 37 38 39 n 40 28 28 28 29 30 31 32 33 34 35 36 37 38 35 26 26 26 27 28 • 31 32 33 34 35 36 26 0 31 32 33 34 25 22 22 22 23 25 2S 26 27 28 29 30 31 32 20 ------gg---20 20 21 23---2& 24 25 26 V--28 29 30 co 15 18 18 18 19 10 21 22 23 24 25 26 27 28 J 10 16 16 16 17 18 19 20 21 22 23 24 25 26 5 i1 14 14 15 16 17 18 19 20 21- 22 23 24 Box D. Maximum allowed shade point height: _ feet h.WodVonc5Av"turaWar.chp ._. Wad 2/26/96 DEC-10-1996 16:36 FROM MATRIX DEV.-LEGEND HOMES TO 6847297 P.02 PLOT PLAN LOT 014, HUNTER'S GLEN R-45FV 12"120 SLLJ llroth AVENUE MAP* 261035 TAX LOT " 5800 N."E"'. 1/4 OF SECTION 3, T.29, R..1W, 111.11. CITY OF TIGARO WASHINGTON COUNTY, OREGON LEGEND HOMES Im> sum& gm mm 9�-4014 avrn4t (em) .n-So l » (m) "&-on 116th AVE. cum "TER METER a' U','ILITY i�'1""'' •..... W-----._-- WATER 1_Rsa Er48fJ"EW USAL: 1 >g�-•----—6AN(TA4MY 4EILER . 131 STOW DRAM � -�' � � V � — A r_:-_- 4 OF STREET a.f � " � � 131 • � - • r1NdEl0!_R" �� - ----- ;�•/-.-131 - -- - ` Ib�l'' ® CATCH BASINppcft-p 23 }yam 9T7W-KT TREEB ® STREET LOW LCr /4 .� FIRE HYDRANT ,/`1'033 ea FT. / I 4r�sRME IIB FIN,FLR • 233D' bARA(Z F/lR. • 2-11-41 ' a � N ! 1b.14� PROYIpE �• 231,5' � { EROa1CN (�Z c Z32A' PENCE N OBD N CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 IMPORTANT PERMIT NOTICE GARNER ELECTRIC 21785 SW TV HWY #L ALOHA OR 97006 Electrical Signature Form Permit: # . . . . : MST96-0547 Date Issued. : 12/30/96 Parcel . . . . . . : 2S1 3 D-HG014 Site Address : 1274W SW 116TH AVE Subdivision. : HUNTER' S GLEN Block. . . . . . . : Lot : 014 Zoning . . . . . . . R-4 . 5 PD Remarks : Single family new residence. PATH I Your company has been indicated as the electrical contractor for the permit indicated above. In c,,der for the electrical permit to be valid, the signature of the supervising electrician is re,viired. Please have the appropriate individual from your company sign below and return this Electrical SiLinature Form prior 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 OWNER: ELECTRICAL CONTRACTOR: LEGEND HOMES GARNER ELECTRIC 6900 SW RAINES ST 21785 SW TV HWY #L TIGARD OR 97223 ALOHA OR 97006 a Phone # : 520-8080 Phone # : Of Reg # . . 11 721 r X c Signature o upi ng lectrici in w Please return this completed form to the address above. ATTN: Building Dept. If you have any questions, please call 639-4171 , xt. #310 CITY OF TIGARD 13125 S.W. HALL BLVD. TIGARD, OR 97223 IMPORTANT PERMIT NOTICE WOLCOTT PLUMBING CONT. INC P O BOX 2007 GRESHAM OR 97030 Plumbing Signature Form Permit # . . . . : MST96-0547 Date Issued. : 12/30/96 Parcel . . . . . . : 2S103BD-11G014 Site Address : 1272 SW 116TH AVE Subdivision. : HUNTER' S GLEN Block. . . . . . . . Lot : 014 Zoning. . . . . . . R-4 . 5 PD Remarks : Single family new residence. PATH 1 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 ( WIVER : PLUMBING CONTRACTOR: LEGEND HOMES WOLCOTT PLUMBING CONT. INC 6900 SW HAINES ST P O BOX 2007 TIGARD OR 97223 GRESHAM OR 97030 "hone # : 620-8080 Phone # -. Reg # . . : 23847 a rt x Signature of Authorized Plumber Please return this completed form to the address above. J ATTN.- Building Dept. If you have any questions, please call 639-4171 ; ext. #310 W W S N X Q O N- O COD to may; C m to -+ C! ; Mal 12440 0 rt m N m a - - SW BAMBI LN 11577 J o r 12454 N v In N 12F55 n m o - ►. r 0 12� 2 12453 N W450 a. 1'•.C.;, o 12511 12526 12519 12514 V 12517 J12 48 1237 —' ' � 12549 SW E ROL ST. 12s4o A - � S Q1 - 12555 v+ 12557 ' 0 D 012 62 < GO 12562 M 12575 12586 12583 C N °D12602 12609 m 17.615 CEJ 12626 = 0 � 5 < 12639 12622 126AB FTI - z C 12653- 126t4 m z 17.680 N °° —A 0 SW CAR EN ST. 12703 to 12719 12712 — 12720 12727 cn �, 1 4-N,jj S� SW �A J � � v, TRACT 'B' 12449 BAM N - 1157 2453 u __ W ?535 454 245 2450 1'2 500 2519 2526 51 to 0 2514 :2537 U) 4 557 540 0 = ERROL ST. -i c ri � _ N X12555 °' 56 0 D 12554 r U) 257 > ; > o Fri T2583 $ z 562 r�i @ - i 609 12602 o 2fi15z 10 -P C J 26'39 262 2621 FTI .. 2 853 �. Q00 2648G2879 N Q o 2681 Of 2664 CARMEN ST. 2 7.12 W w 270 3 J 7.16 r � 2727 12772 0 0 —q7 Misc. Structural Calculations For Cambridge II B ( 3- Car ) Portland, Oregon PAOF�s c� `�93�r ORE N J vG�y 22 ,9T FROE�\G� . . ` LIMITATIONS ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND/OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. NOV. 1996 Job Number-564.0-96 TIM RJ FROELICH (ONSULTING ENGINEERSIN( r ►— These Calculations Are Void If Seal And Signature Are Not Original J M c' MAIN OFFICE i CENTRAL OREGON;i 6969 S W Hampton Street 94 S.E.WILSON 0105 Tigard,Oregon 97223 Bend.Oregon 97702 503.624-7005 503.383-1828 �3, �1 1 4N44� {4�.Ir �Y'a�-I1111�'�fi1fii�11'�1 i�+ 1 �t ■ c 1 r As I I I I I I p `e �o n u e A!� , .!! AS V^ER�R155 1 I I p I I I I I y,I I ; I I 1 I I I 1 I I CCs I I 4 • I I , I I ACo.•eAnlNo naNlr rAulN!�: y M NCE[C jwz,C [AI INN. 7 A ;•eL'tLc(:A C.CIE.•' W'[tl+l•'ep At ALL[C9[!ANC I: ' !. RACIIC■ellen OLCcaIIq W}.1:!: I[VT[+1•'•!I'CC I[A CNl At IA11L'I + I R'"ANC CCCAD NA•[ALL C-V' YM•,RCCA M We ! ACCe Plr!w tC E[[1:WLr!!•1C'[L' ROOF FRAMING PLAN ♦ aAR[ANC[+I[CI[Awup6*C�[ U•J1L[!!NC'+[C CTNAYpN rr.r•e. I A.[ir[AICA CCCA AMC W NCOW ter. +• o^C.✓1L[ee Icr[o ot.ecve ! •R650 nAh/'C 214 NEER ANC-U ­ ft u0611ge M / � a ,+I,![n.:•••o Fae Ince uc.ca_. � rc CCNltAUC��+ r F-- J L LiJ _1 16325 SW Scores�erryRoad CLIENT: ���Z��I ;, P^Gr •? Lake Oswego,Oregon 97035 503 636.0784 ' FAX 503.636.0615 PROJECT: PROJECT NUMBER; DATE: s BY , --z -D,erwuv,Q- Gy4erTat& 'ReAA-' 1%& X02 FTca 4- JAjoi2r Cor-SiG,Q caN►-Y &T WDA,- Ib�.Lx ��L = (Z�S�Wx 2 700 16 GT5' IZ bL 7t.o WbL. Z1y��x+� : lay Pct 12M W.1- 2b"�1�X13' e UJ 5 Ply G�T2 '�— — • T-1 Q2 , 54'IQ. C�T3 L=2o t2Dl = 15�J-n l,'��o ItS 41 0 w"Ci4,_ !► ' 1 51- = 25 5) x Y )') - GTS LZ 16 15��x I�" , 1,5' _ SS '�1�Ow i c�n. 1; `�,�,� : 25��X 13' �•,7,�' = 2 4 3� l'as, 790 Z"51 T-11-T ___ CL tl5n�tl•5j-g3 t LO 7.=!�2c352 I WOOdWorks - SOFTWARE FOR WOOD DESIGN File Name: RHDRl RoodWorks 1.0d 21 Nov,1996 8:54 COMPANY I PROJECT Froelich Consulting Engineers,inc. I CAMBRIDGE II B 16J25 9 W Boones Ferry Rd. I PORTLAND Phone: ( 503) 636-•0784 I LEGEND HOMES Fax: (503) 636-0615 DESIGN CHECK DESIGN DATA: c.)de: NDS-1991 type: Roof Tout database: Cilstom material: Lumber-so, : lateral support: Top= Full Bottom= @supports total length: 3.00 (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 Part'l UDL Dead 588.00 588.00 2.00 3.00 No 2 Point Dead 2.35 2.00 No Self-weight automatically included. DESIGN SECTION: D.Fir-L, No.2, 4x10 @ 8.993 plf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 3.0 ft I I A I ----------i------------------I Reaction 1 0.89 2.07 B.Length 1 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria I Analysim Value I Design Value I Analysis/Design I - -- - --------I----------------I----------------I------------------I Shear fv @d = 74 Fv' = 85 fv/Fv' = 0.87 Bending(+) fb = 426 Fb' = 1087 fb/Fb' = 0.39 Live Defi'n negligible Total Defl'n 0.01 = <L/999 0.15 = L/240 0.04 rt Bendii.g( '-) : Crit.LCA= 1 CD= 0.90 CL= 1.00 Cr 1.15 ~ Shear Crit.LC#= 1 CD= 0.90 V@d= 1.60 ti Deflection: Crit.LCf= 1 �- Total Deflection = 1.00(Defln deed) + Defln Live. z DESIGN NOTES: 1. Please verify that: the default deflection limits are appropriate for your application. --i 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks - SOFTWARE FOR WOOD DESIGN File Name: HIP1 woodworks 1.0d 21 Ncv,1996 15:35 COMPANY I PROJECT Froelich Consulting Engineers,inc. I CAMBRIDGE II B 16325 S w Scones Ferry Rd. I PORTLAND Phone: ( 503) 636-0784 I L^GFND HOMES Fax: (503) 636-0615 1 !J0.0-96 DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Roof Joist database: Custom material: Lumber-soft lateral support: Top= Full Botton= @Supports total length: 18.50 [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 1 I I start Und I Start End I Load -----I------- ----I--------I--------------•---I-----------------I-------- 1 Triangular Dead 180.00 0.00 0.00 1P.50 No 2 TriangLlar Sncw 300.00 0.00 0.00 18.50 No Self-weight automatically included. iii#iti###fiii#t#�#####fiT#itiit##?liiii#iii iiiiiiiffi##i##�###triitiitt DESIGN SECTION: D.Fir-L, No.2, 4x12 @10.937 p.lf MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) 1 14.0 4.5 ft I t I ----------I---------------------------I Reaction 1 2.55 2.09 S.Length 1 1.2 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 = 80 Fv' = 109 fv/P'v' = 0.73 Bending(+) fb = 1209 Fb' = 1273 fb/Fb' = 0.95 Bending(-) fb = 82 Fb' = 1260 fb/Fb' = 0.07 Live Defl'n 0.22 = L/241 0.45 = L/120 0.50 Total Defl'n 0.36 = L/148 0.45 = L/120 0.81 O- (a cantilever span governs deflection) Cz r Bening(+) : Crit.LCO= 2 CD= :' . 15 CL= 1.00 Cr- 1.15 F- Bending(-) : Crit.LC#= 2 CD= 1.15 CL= 0.99 Cr= 1.15 shear : Crit.LCR= 2 CD= 1.15 V@d= 2.11 Deflection: Crit.LC#= 2 G Total Deflection = 1.00(Defln_dead) + Defln_I.ive. LU J DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Reamb: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length o- cantilevers and other spans. 3. Sawn lumber bending mem}'ers shall be laterally supported according to the provisions of NDS Clause 4.4.1. z i I I Lt RYttRe I IlY Ir•GJ. I j Ps cc 1 1 V — E t I _— � L_1 I�I� 1.� • 6• k y i � - 1--- ;� �R I b • 11 �• � h � 1 A a I � �I1 �t __n Mei � 1• �� _.)� � II A Tih I 1 t •I — CD .._ . in;«'. � Ili �L _ I• I - - I ,A A I i I 16395 SW Beenes Ferry Road CLIFN'f. .jC'v PAGE Lake Oswego,Oregon 97035 503.636.0704 '� r ` FAX 503.636-061 S PROJECT: �-a wt C,id L PROJECT NUMBER: DATE: r BY r � _NDR e, Bcdrnau,*t -�-r� �XI� nw Fin frav"t"'►l bL-iopll- ��_ 4opl 1 2QoPc!- �FICVti IM 0- bvvtuA Fay. w/ 2XID 1 J Cl 6969 SW Hampton Street CLIENT PAGETIM / 1 Tigard,Oregon 97223 FAY,503 624 9770 i , 503,6'4.7005 PROJECT: G ONSUITING Cl 94 SE Wilson•Suite 105 PROJECT NUMBER Bend,Oregon 97702 FAX 541.383 7696 DATE 1 541 383 1828 ■ BY #V4 K 'b1A4 N%. l°I L*.jp%_s Io03F w"- s r5f � F,J 3 ef 5 _ _ wOL F R I to 6M a�s -, 17911 ZU�jI i qo J'' 1 CL G,HA92 _ J Lug- 17X 3t= 60 75 kr. 171, 77 25 x L -a.// 3 `�/, 6969 SW Hampton Street CLIENT PAGE / 1 Tigard,Oregon 97223 n FAX 503.624 9770 PROJECT: �I 503.624.7005 (] 94 SE Wilson•Suite 105 PROJECT NUMBER: Bend,Oregon 97702 FAX 541,383 7696 DATE: 1 541 383.1828 BY: deal, 1 to I�Sf + lo0Fl<b Wt w. W t_ --� 4.0� 19-�CSD W¢= 17r (5 �- /co OA 1* l7x�rt2.5 _ 2�3 I d V) � 1 J � - 4 I C`3 W J 1 �j WoodWorks - SOFTWARE FOR WOOD DE31GN File Name: FJSTI Woodworks 1.0d 11 Mar,1996 13:45 COMPANY I PROJECT Froelich Consulting Engineers I Legend Horner 16325 S.W. Boones Ferry Rd. I Cambridae II 'B' Phone: Phone: 636-0784 1 Fax: Fax: 636-0615 1 joists at dormer DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Beam database: Custom material: Multi-ply Lumb. lateral support: Top- Full Bottom- @Supports total length: 11.50 [ft] repetitive factor: applied where applicable. INPUT Ln ABS: (force-kips, pressure-psf, udl-plf, location-ft) Load I Distribute I 'A'ype I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I------------I--------I-----------------I-----------------i-------- 1 Part'1 UDL Snow 200.00 200.00 3.50 11.50 No Self-weight automatically included. Custom duration factor for Wind load - 1.33 DESIGN SECTION: D.Fir-L, No.2, 2x10 2-Plys @ 7 708 plf MAX.MJM REACTIONS and BEAR114G LENGTHS (force-kips, length-in) 1 11.5 ft I I i ----------I---•-------------•-- Reaction 1 0.60 1.09 B.Length 1 1.0 1.0 SECTION vs. DESIGN CODE k.cress-psi, deflection-in) Cr.itetia I Analysis Value I Desian Value ( Analysis/Design I --------------I----------------I----------------I------------------I Shear fv @d - 46 Fv' - 109 fv/'cv' - 0.42. Bending(+) fb - 7C8 Fb' - 1107 fb/Fb' - 0.72 Live Defl'n 0 20 - L/701 0.38 - L/360 0.51 Total Defl'n 0.21 L/668 0.58 - L/240 0.36 a. .'c �- Bending(+) : Crit.LCI- 2 CD- 1.15 CL- 1.00 Cr- 1.00 Shear Crit.LCI- 2 CD- 1.15 V@d- 0.85 F_ Deflection: Crit.LCI- 2 Total Deflection -- 1.00(Defln dean) + Defln Live. DESIGN NOTE'S: 1. Please verity that the default deflection limits are appropriate Eli for your applicat`on. J 2. Sawn lumber bending m^mters shall be laterally supported according to the provisions of NDL �l.ause 4.4.1. 3. BUILT-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top-loaded. Where beams are side-loaded, special fastening details may be required. ' 1 Woodworks - SOFTWARE FOR WOOD DESION File Name: FLJOIST Woodworks 1.0d 11 Mar,1996 14:12 COMPANY I PROJECT Froelich Consulting Engineers I Legend Hanes 16325 S.W. Boones Ferry Rd. I Cambridge II B Phone: Phone: 636-0784 I Fax: Fax: 636-0615 1 Floor Joists •- 19 tt span N 8"o.c. DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Joist database: Custom material: Lumber-sett lateral support: Top- Full Bottom- @Supports total length: 19.00 (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-------- 1 Full UDL Dead 6.70 No 2 Full UOL Live 26.00 No Self-weight automatically included. DESIGN SECTION: D.Fir-L. No.2, 2x10 @ 3.854 plf MAXIMUM REACTIONS and BEARING LENGTHS (force-kips, length-in) I 19.0 ft I I ^ I ----------1------------------I Reaction 1 0.35 0.35 B.Length 1 1.0 1.0 ***** WARNTNG: Member length exceeds typical stock length of 18.0 [ft] 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 - 34 Fv' - 95 fv/Fv' - 0.36 Rending(+) fb - 925 Fb' - 1107 fb/Fb' - 0.84 Live Defl'n J.48 - L/473 0.95 - L/240 0.51 •- Total Defl'n 0.68 - L/336 0.95 _ L/240 0.71 N r Bending:+) : Crit.LC!- 2 CD- 1.00 CL- 1.00 Cr- 1.15 Shear Crit.LCI- 2 CD- 1.00 V@d- 0.32 Deflection: Crit.LC/•- 2 n Total Defler:tion - 1.00(Defln_dead) + Defln_Live. w DESIGN NOTES: -� 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber rending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WOAdWOrkS - SOFTWARE FOR WOOD DEMN File Name: FJ3 woodworks 1.0d 20 Nov,1996 17:29 COMPANY ( PROJECT Froelich Consulting Engineers,Inc. I CAMBRIDGE II B 16325 S w Boones Ferry Rd. ( PORTLAND Phone: ( 503) 636-0784 1 LEGEND HOME' Fax: (503) 636-0615 1 DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Joist database. Custom material: Lumber-Soft lateral sudport: Top= Full Bottom= @Supports total length: 12 00 (ft) repetitive factor: applied where applicable. INPUT T.OALS: (force=kips, pressure=psf, udl=plf, location=ft) Load I Distribute I Type ( Magnitude I Location ( Pattern I I start End I Start End ( Load -----I------------I--------I-----------------I------------------I-------- 1 Full Area Dead 10.00 (Tributary width = 16.00) No 2 Part'l UDL Live 53.33 53.33 0.00 3.50 No 3 Point Dead 0.1EI 3.50 No self-weight automatically included. DESIGN SECTION: D.Fir-L, No.2, 2x8 @ 3.021 plf tt;+!lttt4Y44tlt<4tYttttt;*t#t**#4*t!##iitttt44*!*!!#*###;tlttft+*+#1+Yt MAXIMUM REACTIONS and BEARING LENGTHS (force—Kips, length=in) 1 12.0 ft I A 1 ----------I------------------I Reaction I 0.39 0.18 B.Length I 1.0 1.0 SECT70N 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 = 48 Fv' = 95 fv/Fv' = 0.50 Sending(+) fb = 851 Fb' = 1207 fb/Fb' = r.70 Live Defl'n 0.06 = <L/999 0.40 = L/360 0.16 Total Defl'n 0.28 = L/512. 0. 40 = L/360 0.70 a cc v~i Bending(+) : Crit.LC#= 2 CD= 1.00 CL= 1.00 Cr= 1.15 r Shear : Crit.LCA= 2 CII= 1..00 V@d= 0.35 F- Deflection: Crit.LCO= 2 _j Total Deflection = 1.00(Defln dead) + Defln Live. DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate -j for your. application. 2. Sawn lumber bending members Shall be laterally sup-)orted according to the provisions of NDS Clause 4.4.1. WOOdWOrkS - SOFTWARE FOR WOOD DESION File Name: FBM Woodworks 1.Od 11 Mar,1996 13:41 COMPANY I PROJECT Froelich Consulting Engineers I Legend Hames 16325 S.W. Boones Ferry Rd. I Cambridae II 'B' Phone: Phone: 636-0784 1 Fax: Fax: 636-0615 1 rum 1 DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Beam database: Custom material: Glulam Simple lateral support: Top- Full Bottom- @Supports total length: 20.00 (ft] INPUT LOADS: (force-kips, pressure-psf, udl-plf, location-ft) Load I Distribute I Type ( Magnitude I Location I Pattern I I I Start End I Start End I Load -----I-------------I---------I------------------I•------------------I-------- 1 Full UDL Dead 225.00 No 2 Part'1 UDL Snow 925.00 925.00 0.00 6.00 No 3 Part'l UDL Snow 925.00 925.00 14.00 20.00 No 4 Part'1 UDI, Dead 275.00 275.00 6.00 14.00 No 5 Point Dead 1.09 6.00 No 6 Point Dead 1.09 14.00 No 7 Point Dead 2.92 14.00 No 8 Point Dead 2.82 6.00 No Self-weight automatically included. _ Custom duration factor for Wind load - 1.33 DESIGN SECTION: VG Western DF, 24F-V4, 5.125x19.5 @23.737 plf MAXIMUM REACTIONS and BEARING LT3NGTHS (force-kips, length-in) 1 20.0 ft I i I ----------I------------------I Reaction 1 13.08 13.12 B.Length 1 3.9 3.9 SECTION vs. DESIGN CODE (stress-psi, deflection-in) i Criteria I Analysis Value I Design Value I Analysis/Design I --------------I----------------I----------------I------------------I t Shear fv @d - 168 Fv' - 190 fv/Fv' - 0.88 n Bending(+) fb - 2278 Fb' - 2642 fb/Fb' - 0.86 >_ Live Defl'n 0.2.4 - <L/999 0.67 - L/360 0.36 Total Defl'n 0.81 - L/294 1.00 - L/340 0.81 J Bending(+) : Crit.LC1- 2 CD- 1..15 CL- 1.00 CV- 0.96(KL-1) Q Shear Crit.LCS- 2 CD- 1.15 V@d-11.17 J Deflection: Crit.LC1- 2 Total Deflection - 1.00(Defln dead) + Defl.n Live. DESIGN NOTES: 1. Please verify that the default deflection liunits are apptopriate for your application. 2. GLULAM: bxd - actual breadth x actual depth. 3. Glulam :.Dams shall be laterally supported according to the provisions _ of NDS Cla•,se 3.3.3. WoodWorks, - SOFTWARE FOR WOOD DESIGN j rile Name: FBS, Woodworks 1.0d 21 Nov,1996 14:34 COMPANY I PROJECT Froelich Consulting Engineers,Inc. I CAMBRIDGE II B 16325 9 9P Boones Ferry Rd. I PORTLAND Phone: ( 503) 636-0784 I LEGEND HOMES Fax: (503) 636-0615 i 564.0-96 DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Beam database: Custom material: Timber-soft lateral support: Top- Full Bottom= @supports total length: 14.50 (ftj 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 93.00 No 2 Full UDt Live 53.30 No 3 Part'l UDL Dead 250.00 250.00 0.00 1.00 No 4 Part'l UDL Dead 250.00 250.00 6.00 9.00 No 5 Fart'l UDL Dead 250.00 250.00 11.50 14.50 No 6 Point Snow 0.53 1.00 No 7 Point Snow 0.53 6.00 No 8 Point Sno%, 0.30 9.00 No 9 Point Snow 0.30 11.50 No Self-weight automatically included. *****#***####t+t##!f#+t#f#+!*f#!##*#*#t#*##+*#!e#ft#t##*+**###*#fltf*+## DESIGN SECTION: D.Fir-L, No. 1, 5x10 @14.514 plf +!!#+!t!*#trf#f!!tf#!f!f!e!##t*##t#+#*#*f***##!!t#elft***#*#**#**t•et*#** MAXIMUM REACTIONS and BEARING LnNGTHS (force=kips, length=in) 1 14.5 ft I A ----------1------------------I Reaction 1 2.82 2.91 B.Length 1 1.0 1.0 SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criteria 1 Analysis value I Design Value I Analysis/Design 1 Cl- ------------•--1•-----------------1----------------l------------------I e Shear fv @d = 72 Fv' = 99 fv/rv' = 0.73 Bending(+) fb = 1508 Fb' = 1552 fb/Fb' = 0.97 Live Defl'n 0.27 = L/644 0.48 = L/36C 0.56 ti Total Defl'n 0.61 = L/284 0.72 = L/24C 0.84 J L Pending(+) : Crit.LCO= 2 CD= 1.15 CL= 1.00 `-° Shear Crit.LC#= 2 CD= 1.15 V@d= 2.50 LU -� Deflection: Crit.LC#= 2 Total Deflection = 1.00(Defln dead) + Defln Li•/e. DESIGN NOTES: 1. Please verify that the default deflection 1=moi s are appropriate for you: application. 2. sawn lumber bending members shall be latera:!)( supported according to the provisions of NDS Clause 4.4.1. WOOdWOrkS - SOFTWARE FOR WOOD DESIGN File Name: GHDR WoodWorks 1.Od 11 Mar,1996 13:47 COMPANY 1 PROJECT Froelich Consulting Engineers 1 Legend Homes 16325 S.W. Boones Ferry Rd. I Cambridge II 'B' Phone: Phone: 636-0784 I Fax: Fax: 636-0615 1 GHDR1 DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Beam database: Custom material: Glulam Simple lateral support: Top- Full Bottom- @Suppor.ts total length: 16.50 (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--------------•----1------------------I-------- 1 Part'l UDL Snow 385.00 385.00 0.00 4.50 No 2 Part'l UDL Snow 385.00 385.00 12.50 .16.50 No 3 Part'l UDL Dead 275. 70 275.00 4.50 12.50 No 4 Point Dead 1.09 4.50 No 5 Point Dead 1. )9 12.50 No Self-weight automatically included. - Custom duration factor for hind load - 1.33 DES_GN SECTION: VG Western DF, 24F-V4, 3.125x13.5 @10.020 plf MAFIMUM REACTIONS and BEARING LENGTHS (force-kips, length-in) 1 16.5 ft I I ---------- ---------- ------------------ Reaction I 3.89 3.93 B.Length 1 1.9 1.9 SECTION vs. DESIGN CODE (stress-psi, deflection-in) Criteria I Analysis Value I Design Value I Analysis/Design I ----------------I----------•-------I----------------1------------------I Shear fv @d - 122 Fv' - 190 fv/Fv' - 0.65 Bending(+) fb - 1938 Fb' - 2760 fb/Fb' - 0.70 n Live Defl'n 0.17 - <L/999 0.55 - L/360 0.31 Total Defl'n 0.68 - L/292 1.10 - L/180 0.61 r F- Bending(+) : Crit-.LCia 2 CD- 1.15 CL- 1.00 CV- 1.00(KL-1) Shear : Crit.LCO- 7. C.D- 1.15 V@d- 3.44 Deflection: Crit.LC/- 2 D Total Deflection - 1.00(Defln dead) + Defln Live. LU r DESIGN NOTES: 1. Please verify that the defau'.t deflection limits are appropriate for your application. 2. GLULAM! bxd - actual breadth x actual depth. 3. Glulam Beams shall be laterally supported according to the provisr.ons of NDS Clause 3.3.3. WOOdWOf kS SOFTWARE FOR WOOD DESIGN �(Q File Name: GHDR2 Woodworks 1.0d 't1 Nov,1996 8:38 COMPANY I 1?R'JJ,.CT Froelich Consulting Engineers,inc. I CAMBRIDGE II B 16325 S 7P Boones Ferry Rd. I PORTLAND Phone: ( 503) 636-0784 I LLGEND HOMES Fax: (503) 636-0615 I DESIGN CHECK DESIGN DATA: code: NDS-1991 type: Roof Joist database: Custom material: Lumber-soft lateral support: Top- Full Bottom= 09upports t-al length: 8.50 (ft] s petitive factor: applied where applicable. INPUT LOADS: (force=kips, pressure=p.if, udl-plf, location=ft) Load I Distribute I Type I Magnitude I Location I Pattern I I I start End I Start End ! Load -----I------------I--------I-----------------I------------------I-------- 1 Triangular Dead 77.00 0.00 0.00 8.50 No 2 Triangular Snow 113.00 0.00 0.00 8.50 No 3 Full UDL Dead 50.00 No 4 Full UDL Snow 75.00 No Self-weight automatically included. ++t++ttt+t++tt+R+tttttttt+ttt+t++t+ttt++t,a+ttt++t+tt++++t+ttttttt++++++t DES?GN SECTION: 0.FJ.r•-L, No.2, 4x10 @ 8.993 plf ettt+t•rttttt++tttt�t:ttttt++:+t+tt++tt+ett+++++tttt++#++�++tt++t+t+t+t+e MAXIMUb: REACTIONS and BEARING LENGTHS (force=kips, length=in) I 8.5 ft I I I -----------I------------------I Reaction I 1.11 0.84 B.Length 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 @d = 40 Fv' = 109 fv/Fv' = 0.37 sending(+) fb = 501 Fb' = 1389 fb/Fb' = 0.36 Defl'n 0.04 = <L/999 0.42 = L/240 0.10 i Tota]. Defl'n 0.07 = <L/999 0.42 = L/240 0.17 n F- - Sending(+) : Crit.LC#= 2 CD= 1.15 cL= 1.00 Cr= 1.15 F- Shear Crit.LC#= 2 CD= 1.15 V@d= 0.87 Deflection: Crit.LC#= 2 Total Deflection = 1.00(Defln_dead) + Defln_Live. c.J w DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending nembers shall be laterally supported according to the provisions of NDS Clause 4.4.1. [] 6969 SW Hai 'feet cut--r i f PAGE / Tigard,Oregon XA FAX 503.624.9770 PROJECT f 503 624 7005 0 94 SE Wilson•Suite 105 PROJEC i NUMBER: Bend,Oregon 97702 FAX 541.383.7696 DATE. 541,383 1828 ■ BY, ON Vf to GAejfj Ita- CI--�' ti,x F& (bar^ A C- K k ��1~= 1�•0 8 !- 5.C�k �. l8.Com-.�--.1--��--�,.,,� I'v F Tc,� HfP { � j 13.12 fC1Scr�)(�a t4)C )� 1 2.�3 17..5 (�(�5G- ����' � f rte►�v I i I LLI FRCELICH CONSULTING ENGINEERS, INC client: LEGEND HOME U project:CAMBRIDGE II B project number: 584.0-98 date: NOV, 1988 by: FDA kips 1M Ib kips•.001 kft kips-ft plf�=ft ksi kips kef;=kips Pei Ib Pc, 1b;= Pef = l in ft m ft ft LATERAL. WIND: 80 mph exposure►B qs;=16.4•pef 1;=1 s Ce Cq qe I windward C ; .s laeward C ql ;=.5 C tat'=C qw+C ql windward leeward Total C e ;=.62 P=C e•q e'I P•C qW—8.13'pef P•C ql.-5.08"pef' PIC tot—13.22'pof 15'-20' Ce =,67 P �=Ce•gs•I P•CgW-8.79W PIC gI-5.49W PIC tat-14,28'pef C e :=.72 P;=C e•q i I ,A C,%, —9.45"paf PC ql—59 W R C tat —15.35 Vd 25'-30' C�;=.76 PI=C�•q�•I P•C,.. M^• rw _'Cqj-6.23'W P•Ctat-16.2"psf SEISMIC:Zone 3 a 2 .=.3 C =2.75 Rey =8 WDL =1•kips v� •, n RW A G.7 W J n969 SW Hampton Street CLIErAT PAGE / 1 Tigard,Oregon 97223 FAX 503 624 9770 503 624 7005 PROJECT. 'q ❑ 94 SE Wilson•Suite 105 PROJECT NUMBER: Send,Oregon 97702 FAX 541.383 7696 DATE: 1 541,383 1828 ■ BY: �?� �. �``a ) �. 8•Z �5F ( 4+ I�-�4 S i a rt 1-- J7 r F- J tD W J C)-O M-*-"lr--L?CH CONSULTING ENGINEERS, INC silent: LEGEND HOMES project: CAMBRZGE II'B' project number. 584.0-96 data: NOV, 1996 lav: FDA t' nnrj.1 lti - oR-,—,Z3,-). WF'T - K.F KLF T Ksl �K` KSF K_ PST - IVB^PS KSF PLN' - KLF-.001 DETFRMINF THE LATERAL LOAD THAT GOVERNS DESIGN WIND LOAD TO FP.ONT AND BAC!( SIDE OF MOUSE - Tu:al Load PC)0F 1' i 15,. -I'S F-1'6-1`7) 14..E PS1' :K' 41.5•17 1~1 �.•.{.jt 2ND& 1ST I'2 .- 13.22 PSF•(.l E'r - 5•S F1) J1.5 rr P, = ..-'-K TOTAL(LOAD P tot := P 1 ` P 2 P wt = 116-K `+'!!";1) LOAD TO LEFT ! RIGHT SIDE OF HOS SE �CC:� ! : _ i.l•3 11%F.1.Q-FT4.1-1•,.:10 17 P 1 37.4•K %NG & 1ST P., - 1?.7� PSP r•l•rt' « S.S T'1'1 '!l c-I p2 = ;.?•?� Y P9 := 13.22•PSY.(0.11 ' a U•f•T)-0•}'f PF=O-K garage F_ -nrAL LOAD 11 tot P 1 + P., + P9 Ptoi 12.7•K `C .:c:S'0!C '-CAD iu P.00F DEAD I CAD 1 S PSF•(-ln.rr..►l S.FI- . t,•Fr.fig.r.7) :- It WALL DFAD LOAD 9 PSY-0 10 FT � 11 FTi-1{.-FT'a 21.3-K ' ..� li.C'` - `3 K) -7.2'1.. DISTRIBUTE THE LATERAL LOAD TO REAR WALLS (UPPER LEVEL) 1 � 1 Leight of Shear Resistind wall f:Fos :pl.TT+ 11-14T� 11•Pr 4*. 11.1:'t' f.wF= f 4''t•R'f' SHEAR v :_ -- v=210.6•PLF L tot HD Mot :£ (3.7•K•8•FT)• 3 Mot=5.1•KFF 17.5 2 Mr 3 (17•PSF•3.-FT + 8•PSF•8•ft)•(3 ) MT=0.2•KFT T ._ Mot - Mr T= 1620.9•LB 3.Fr SHEAR WALL: 1!2"CDX ONE SIDE W/ SILL NAILINU: 16 d A:T 6"o.c. 8d valla at 6"o.c. at edges HOL.DOWN: SIMPSON MS1�4� 8d nails at 12"o.c. in field at each end of shear resisting wall DISTRIBUTE THE LATERAL LOAD i t)R&'1R WALL(LOWER LEVEL) WIND FORCE: P 3.7-K + (5.2-K).12.5 P=5.3-K 41 Lenght of Shear Resisting wall L tot " 7.0•FT+ 4.5•FT L tot= 11.5-FT SHEAR v •= P v =459.6•PIX ~n L tot r s HD M of (5.3•K•9•F]')' 11 SS 14 of— 18.7•KFT CD � 2 Mr := 2.(17•PSF•13•FT+ 8•PSF•17•ft+ 13•PSF•7•FT)• 2- - Mr=2.4•KFr T M� M-r 4.5.Fr T=3617.6•LB SHEAR WALL : 11r CDX ONE SIDE W/ SILL BOLTING: 112"X 10"A.B. a 1t3" O.C. 8d nails at 3"o.c. at edges 8d nalls at 12"o.c. In field HOLDOWN: SIMPSON HTT22 02'cZ- LATERAL LOAD TO WAL62 AT FRONT OF HOUBG AT OCDROOM 3(UPPER Lmalml 7.4•K .8 P-2.3•K WIND FORCE: P :_ � — 2 1.3 L.enght of Shear L bot 3.5•FT 4. 3.5.1'T L tot=7•PT RealsMng wad SHEAR v := P v–325.3•PLF L tot HD Mot '.= (2.3•K•!i•FT)•2 Mot=9.2•KFT Mr := 2.(17•PSF•4•FT+ 8•PSF•8•ft)•(3.5 -- FT)" Mr0.4•KF7' Mot - Mr T �= T=2526.5•LE 3.5•Fi SHEAR WALL: 1/2•'CDX ONE SIDE:"J/ SILL NAILING: 16 d AT 4"u.c. 8d nails at 4"o.c. at edges HOLDONVN: SIMPSON MS T 160 8d nails at 12"o.c. In field at each end wall LATERAL LOAD TO WALLS AT FRONT OF HOUSE AT DEN (LOWER LF%TQ WIND FORCE: P != l 7.4-K). 1 3 + (5.2-4 KI 3 P=3.1•K Lenght of Shear L tot 2—Fr+ 2 FI' Ltot–4•FT Resisting wall a SHEAR v P- v =769.2•PLF L tot 0 >- HD Mot (3.1•K•9•Fr) Mc)t413.9•KFT J 2 J M r 3 (17•PS1F•4•FT+ 8•PSF•17•FT+ 13•PSF•6•FT) -- M r g 0.4•KFT Mot - M T •= T=6787•LB 2 FT SHEAR WALL : 1/7 CDX BOTH SIDES W/ SILL NAILING: 12"A.B.X 100 AT 12 8d nails at 3"o.c. at edges 8d nalls at 12" o.c. In f1e;d HOLDOVM: SIMPSON HDBA FROELICH CONSULTING ENGINEERS, INC client: Legend Homes project:Cambridge VEY project number: , date: F by: ft IL I* := IM Ib := kips-.001 in := .0833333-10k kft = lope-ft klf fte Li :_ UPS2 lb 1b ksf:_ PK := 16 paf:_ ptf:= ft ire ft2r.,x pcf :_ b fc := 3000-psi Fy := 36•ksi fY := 60000-Pei Es := 29.10 -ksi ft3 P m := 1500'psi 7 ,.mc := 150•pcf 7 sod := 100•pcf q all := 1500•psf Shearwall Deflection: [reference: Wood Technoiosly In the Design of Structures Robert J. Hoyle, Frank U.Woeste, pg. 2731 for 2 ft Front Walls at Den, 1st level to foundation... v := 717-plf Unit shear load h 9•ft Heigth of wall b 2.0•ft Width of shear panel E := 1.4.1C''•Psi.1.03 Modulus of elasticity of chords x 1.03 A :_ (3.5•in)•(1.5•in) 2 Area of chord cross section a := 90000.psi Modulus of rigidity for plywood(CDX, APA Index 32/161) t := 0.298-in-2 Effective plywood thickness for shear; (2)-layers e := 3-in Edge nail spacing V n V.(0).0.5 V n =89.625•Ib Load per fastener V 3.o�a en n I e n=0.n03 Nail deformation(8d common) 616•Ib I d a :- 0.125•in Anchorage slip(estimated) -+ �8,v,hj�ftin)A FA + (v.h)�t + (0.376•h•en� (—'n) + da A =0.3p3-in T h A aln :- ---- A lir, -0.9•in OK A 120 w Use 112" CDX plrNood panels both sides w/8d common THE LATERAL ,AAD AT BONUS ROOM(UPPER I.EYEL1 WIND FORCE: P 7.4•K 8 P-2.3•K �- 2 1.3 i Lenght of Shear L tot 5•Fr L tot=5•FI i Resisting wall P v=455.4•;LF SHEAR v -- tot 5.0 M 18.4•KFr Hu Mot :_ (2.3•K•8•FF)•5 of M Mr := 3 (17PSF 14FT+ 8PSF8FT) (52 1•T)t r `2.5•KFr Mot- Mr T=3176.7•LB T •_ 5.Fr SHEAR WALL . 1/2"CDX ONE SIDE W/ SILL NALING 16 d AT 6"o.c. 8d nails at 3" o.c. at edges 8d nails at 12"o.c. In field HOLDOWN: HD2A THE LATERAL LOAD AT GARAGE WAIL!3 PIER$ windward P W ._ 3.056-K P M=3.1•K from right side Lenght a Shear 1, 2 F.I. + 2•FI' L tot=4•Fr Resisting willtot cc P w, SHEAR v -- v=764•PLF L tot � 2 M = 10.9•KFT c� HD M of (3.1•K•7•FT)•4 of i� Mr 2-(17•PSF•6•Fr+ b•PSF•16•FT+ 13•PSF•6•Fr)•(2.- r Mot - Mr T-5219.7•LB T := 2.------ Fr SHEAR WALL : 1/2"CDX 2 SIDE W/ FOLDOWN: SIMPSON HTT22 Vd ^alls at 4" ac. at edges at sech end wall 8d nails at 12" O.C. In field oL L'� FROELICH CONSULTING ENGINEERS, INC client: LEGEND HOMES project: CAMBRIDGE II'B' project number: 564.0-96 date: NOV, 1995 by:FDA LEFT AND RIGHT SIDE EXTERIOR WALLS MEET AND EXCEED CARO REQUIREMENTS LATERAL LOAD TO INTERIOR WALL BETWEEN AND ENTRY UP?ER LEVEL 7.4•K N�;ND FORCE: P �= .S— P=2.3•K 2 1.3 enght v?Shear Rez:"ng wall L bot ., 11-Fr L tot� 11•FT SHEAR v P- v=207•PLF LOWEr? LEVEL / WIND'FORCE: P := 1 7.4.K * 4.7•K .8 2 1.3 P=3.7•K Lenght of Shear 1 Resisting wall L tot 17•FT L.tot= 17•FT SHEAR V '= P v=219•PLF L trot USE 1/2" p"w/min nailing 1 � 7` 4 • • i ` 1 -- - `.ilii „-��-'�'�„�•^�I� �� .,. .� - i 1 K DEC 1y96 09 7.�=04 ••.air i ►a r 1.r ► f iJ•l�..1�11W 5►'0..i U 81 TRUS41AY, IM P.�.• 18'•2 t CAUSASSI 95347ate c co cr p, 1► N f U r. t Q lD f V ll F- ►.. {i0 frn W$�a Win 9 f W -C w LLLu Y• a gg G K ` o u o as i '0"d ca v off. o jao ai � � Iml Iri � rsooar9 w fJ er'f IA IlWQ 1r C3 cu "A- 10,W K1 F� ley ~ cc 10 UD O ~ UlJ In O xJajai■r!+ � � �I _1 [3 �` � � ymy yyEft I.- 019 rL ual 'A �' ar 1 �iiLr WtiOu .1M �� !a, ' rs�' ®wlUD LUP wm ��� y O n►teur Ci Ci qJu.� �la_d 11x�y i 1 PC i■ = m Z{O LpL �} s..g CL cp Y a! fvn 53;W1112 41i `- >! LL Ax 29 W P 'Cl71 a6�,sY :sa C]�T� .�+ � ± c3J 11 I ay '. Ya Jul IS a r3 c r u7 W�C 5��� J� Z � � x w �. F•••� t=3r � � 0 3 - aa int~t�a!� mo d� w N N a. vwi s=�Z� ��'� tJ I e4 - ; � �C • u UT� .. ` ju z w & as U3 are rn In W w r r V to. i.�J CJIMh/NN 1� J..1� a JYJ c■ J Q2 —LU ' lag �—doea1A Q Ccn Z e'en u v+ ukgc wZtl1 < ©fftSSS yy,,1! r l DEC. 10 '96 09 s 05AM TRUS4 AY r INC. P.G.'18 DEC 04 196 '04:17PM ALPIPE ENCTNEERING SKM P.18/21 '^ 00 -W U tT 4 ^e :)a un r i tT r Nin e tv '+ -4 .� C; r� yO N ••r t0 d N C7 F 5�e �NM , F�..t*'.' •t W � laJ Z T qq�� t c ar d N WZ N cr G V to ti M Q?7C `_ Q LL ll_ V I.L la. V7 N to 1 ^w J N K [1. a Q. 4 m O O c- • e w ec Q. 0 t!1 r O 7 N 4m S �i��00CCCi'N W t, o r1 uu c ►- ..r N < .6..W-b try � .J +.J J .J L ? ' �� r J G Q J 4 .. �! dL 4t iWc 90 , e 1".:N 7" i u u u v o n ;::9 w - N m M Z Q Ln r ! W co f- co w f W a 9!d, J r 1-V1 w y� fes.• �dq 04 w J1�-"A , �i �t7 �tD V w/Hr W 1N 1K-•• i OC tWV p "c' Y : a W K< N L 6- 6 N w� C�y�r ..� N ��� i. �ty� La AD CL 06 lu Ln 1W rte► O _ W d 0. 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P•01'10 Q C4UiASf] 9'37Z20f0o ` �I oQ►la1 � .. 0 I N v t] y'CZ _� e ! f Y � O nu 0 t dw fv EL cuup x h ti �p �e 171 t>s .. .� ' 4 6 U Q z W rK lu � �1�� to uW. i °J < 1' w �t ly ad n R O V O Q to r w C ►�. o W �a Edi h `r'� tin *r n al Gi m r Ci a CL a s L; irk • � 4aa 1' m lin <O tWh J to 6IJ h IJd S r i C Q W A [,7 0 W j r. a s X f O �0 •. u� �... F. W� in �+ ppb���y a o � ►- �� �e�Q"Iz-�7 � � a :I up M cm z LL O O Jr • ..1 „j if t" 3 8 6 Nide Pcc rmn up gwa 94 ! I.- Iiii-i A $r cri g n Fes- t� r w ie r� 1~u Y cn L cmcs ` If U1 x t� o ¢#g4c sc CL ��s1 ' $ e911 3 9e t dic LLS 210 a to x 4W � . o N Q yYr 1 JTP�t LLI W \ Q �,•y •qY�,V R14 Q C I � xvW Y �Ir ♦i tv _ : i a 0 0 7 u 0 0 C Or D �w 1 P_IA IL" la � i 01 49cm -q_0 AM WIAA 5 0 0 0 p� M� aO E CL cy .7 r ] i n r tiOQ . cic'i . U2 U� n1 �.IU � JUU .JL �I1 EPEC: 10 ")C 09:9 011 TR A-341AY, INC. P.9.11 10 c.Ua"ses ssasao ,LAC ��i..,. ®��I rn � m �� a 9 ■ a O dip i 1 m S r Z s. r Qom ` � V0�goZ .� Q ..W..1 ." to t r f l !— O cr qn o U. H t M W �' o � o"s `a•f '` eaa C3 Lo C3 N a w •�� tY! ►: fV r r ^�W m ¢ us uqr rn r 1 ate ca H N [tD cr- OOC'ftd C.am{Y r H i0 Q QRow in . a 11� 0 0 co J • [ �/ (]� �p SerN 7K 8 tt1 0 r �i��b lSerli CU IN V7 CD 0 1 ♦1ru ccW 5 v . ^- � XNi 1"Lft CL t y ¢tss3Y Y • T. Q C » b15 �� ` 8� =9 ' aIcgncc ►-r►-e Z O CD W NIMN t O y'4/ 0. En �: `° �m D 4 � m -77 a � D a. aD u G 0 0 DEC 10 '% 03=09AM TRUS41AY. INC. P.10/16 DEC m "36 04:19PM ALP I ME ENG IMER I MG SAM'O P.21/,?1 N Q.'• Q t•P 6) Lj Ln mm 3z.4Z` w 1— X W d to W ew uj w W 6 W. < W d =h o Qs mwl'a 60 d O Cs V N U. on O-J W .p V) V) Ln to V) e y� y� Bw o I �j am w o. t3. CA_ M. a i �6 ��.�L� V fl == µU t Iter.�=u�N t Cs < Z •� Imo' GC p)-- ct o NOC�sv) O uj me wk I.,:IC O0.W 7 r~• .ta J4J t7 r •u�W�' � N �)~ tK e NV C3 r, IN W r d r ea y+ - c � In .a�llC.1 sn CI i o.,h-�[ a.W W �. - y N� z s o t-—-j K o �~ wc�iwlMa �sari•_a Let Vlk9C* � h� i CP r f t7 yyM��a NMrsWOO oD • O ry y id..: S 1 L �3az�a��`0�y 33 o � lit �a :rtrt � o. W ( 7 9 J In M C vc N caa r 3 re O _ ; u W O r � l+YI '�-a� ���i� •J a ow [v bs1 "W u Mb r► i e !byyyy:�i , i W CAlf atCL ac ►— ,� �� W zK �, ' g x " IL LAJ LU W • d cad O0GD0 r w � ,�.�(1 "'lJ crof•1 ��� � �d t� Q G- ,_ W � • � �[7fJ00 �C innnnnnn DEC 10 '96 09=10AM 1RUS41PY, INC. P. itl18 DDC 04 '96 04:16PM AI-PINE EPOGINEERING 5AC70 P..0/21 N W `Q` s a cn Q v Z w kn t� ri p N C7 p N aim U 0 W Z t. ater L.. lL LL LL lL > t7 < t^ N N V1 CS t..a[ Cl- 2 O_ D_ ti 1n O ae oC.,k A b C O Q C, .± v Ncm �X CMN `i vim ' J J J _J 4a. r. h Mac pg� a�"co�a I. �a 'v+ 09C, o 'O r� c; acro �' 4 JCJ b— � Loll. w W E- w w S N y� y ili i J J d J 11' S h, d vs t!? Z ~ J W aN OY+7p 4ck-N N aM g e +�' Dulcet ♦ 1 � � �� ea &�. � ` ul 7t = gat �+ L ? ar�.. . a Nr+ tom" ~ a- !93 ! cr y n ar O a. cm -Mae 09 yt N N elbLor No it 12 N 7R SN4b Q c w 4 w V coY : p c( V; °�Sw N►.N Y '� .. WIN S 1 9 IN t s 19 : �z =5�t� r �3� •Y �a:D �w sw X ii ! N - H IS �wu.w V o 0a aaaoa Y c LO �,n �r w `'a v L� 4 to ry nn nn Lv s.. w n !� v WwCl ow 1 c u !t w`3 (�P— s a < 0 Z _ "1JLi � C9 !�'w1 N d w �.w J C O CL c3- Joc LAI C39W �oz� elf-- $sy Wr Ww� ppNNet p OOaGO � , DEC 10 196 09=11AM TFUS-44AY. INC. P. 12,IS _ DEC 34 '96 04:IGPM ALPINE EMONEERIN6 SACT d VI N 7 t.7 N 3c t7 wi e ell o "� v<, o t%j t� W r if1 H N r r t Z ~s w?j Cp Li F� 2 W O O v< W alit N V OD •• W ¢: oC < W GC N tL C] C= V VI k L4. L_ 4. W li or N H F !•O - wM A V. N N (A to aa7 w ii t � Off. Cl. 1:6 CL. lA N W au v 1�V_ j M1 41 O O t7 O C7 O da J �H = W to rr O to N ...a t co IW 'm z TO +�[ 4 -M r+W i <d H N i H ,J J LL Q1 r- a oa r.is A i O w �r .� C A _f Cie ul K WW M-rt O V 09 10 Co no n s ; w: t NCD 2L 2L cl V O "K4 2 Y a a own; �wwr a i u ♦ ?t ��ao, wa *< 9[ cl . Ln aa r-m W Wp '<�OaO a[JNKu w (V a wy$! d •a..1 RWAd N... W CD '� �a O O -• rn d W W aKt W v��c -D" 9 qC 4 3 J r h �Yf -A -4 06 w 196 al cr., C7 no 0 1- e-w a - V R I N' w c.i u,t " w w�a r--su ..i o S_ �S E s N eoO�ena v gJQi vCL i•^at d S Rt . �_ jigs x x w O H s T A G V ! as t { +J an el N M4cI-V., N �< .Js•.s• aV W 1► t- Uq� m o s V W W Y a S� < E • � s v tic: = cierpg K `-- W H,vrH m y � ����7••p W9 M. 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