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16659 SW 90TH PLACE 4 q� . • 1 r /1 I• � I �;• r t A�, .. y A0459 9, OAV katE ,J i:krec Y! r� J�. '3 .1 • • • • • .• Cir( OF T I A Z® CEROCCUPANTIFICATECOF Y COMMUNITY DEVELOPMENT DEPARTMENT PERMIJ 4. . . . . . . : MST9-4--0431:, 13125 St,,Hall Blvd.Tigard,Oregon 97223e8199 (503)632-4171 DATE ISSUCD: 11/.`:'9/95 PARCEL c!G114AD03800 517L, kuUkC.:ata. . 161.,bJ SW 90-M Pi. ZIUBD I V I S 1 ON. . . . t WAVLRLY ESTATES ZONI '-): R---12 IiL 0 VC'l(. . . . . . . . . . : L9T. . . . . . . . . . tO37 CLASS3 OF WORK. :NEW I YPL OF USE. . . tL f,'j OCCUPANCY riffi-1. _5N OCCUPONCY LOAD 3 2' Romarks : PATH I Owne -1 H W f-4RTNEPS Ic-'540 SW 6P';H PRKWY TIGARD OR 97223 Phone #t r,39 -a*.?639 Cont ract or: ----- ---- --- -- --.-- - - - - - RW PAR1*MM`) 1 '�',300 GW ("9114 AVE' 11GARD OR 91o2'23 Phone #2 639—,?639 Rog #. . : 80970 Thin, Certificaktp gronts occupancy of the Above referenced buildIng or portion thereof and confirms th:.-At the building has been inspected for cull,pliance with the !ofAt. e of O)-eyon Specialty Codes for the group, OCCLI and lkse under, whit lE referpm-j?d permit was issued. SUILDINU 0E-F1-k':IAL MOST IN CZjNSPiCU(JUS PLACE (j PLUMIU PIEPMIT C11H OF TIGARD PERMIBTNit. . . . . . . : MST94- COMMUNITY DEVELOPME'"T DEPARTMENT DATE ISSUED- 01/06/95 13125 SA'Hall Blvd.Tigard,Oregon 9i223.8199 (503639-4171 PARCEL: 2:5114AO-WE037 16659 SW 90TH PL, UBDIVISION. WAVERLY ESTATES ZONING: R--11? ;-OCK. . . . . . LOT. . . . . . . . . . . . . 037 LAGS OF WORV,. :NEW GARBAGE' DISPOSALS. I YPE OF USE. . . . :SF WASHING MACH. . . . . . . : 1 BACKFLOW PREVNTRS. I ]CUPANCY GRP. R3 FLOOR DRAINS. . . . . . . :0 TRAPS. . . . . . . . . . . . . . :k7 f OR I EL'�. . . . . . . . :2 WATE"R HEATERS. . . . . . : 1 CATCH BASING. . . . . . . :0 LAUNDRY TRAYS. . . . . . :lb Sl::' RAIN DRAINS. . . . . . i NK ..0 %Ili. . . . . . . . . . : 1 GREASE TRAP'S. . . . . . . AVATORIES.. . . . . :4 UTI-iEP FIX'TURES. . . . . .0 JB/SHUWLRE. . . . SV-*.WER LINE Ift ) . . . . :V1 WPVER CLOSETS— :" WATER LINE (ft ) . . . . : 11, 0 DISHWASHERS. . . . : 1 PAIN DRAIN (ft ) . . . . :0 Remarks : P-ATH I OWNER.- R W PARTNLARS 1550. 00 il: 01 /06/95 1-2540 SW 68TH PRKWY BPRT $ 543. 00 JF JJ )6/95 IJITE # B BPI-C. * G5,-. 95 JF _,I , 11/95 ilb(ARD OR 972i?3 B5PC $ 27. 15 JF* O0t:-/95 Phone #-. &3rj--2639 S"],D C $ 2LAO. 00 JF-- 11/06/95 PARK $ 500. 00 JF 01/06/95 Plumbing 11 P P T t 43. `0 JF-" 14411/06/(:.—)5 - f7je MPLC, $ 10. 88 JF 01/06/95 -•Ame : C, E M51-71c: $ 2. 113 JF 141 /06/95 - j,ail i cr ddress .--J 43w -50 -(a - 3BTH 1, 00 JF. 01/06/95 . . I t y :__'- - 4 P5PC $ 11. K�b i F, 01 /0G/95 Phoriefi: '& EROS 64. 00 JF 01/06/95 3 '-cPY,3 Additional fees not shown here. . , . . . . . . REQUIRED INSPECTIONS his ptermit iii issued subjeCt to the -r'eg- lations contained in the Tigard Municipal Foot/found Insp Rain drain Insp I ode, State of Ore. Specialty Codes and all Post /Beam t-'.,truct Water Line Insp r"AAW utmer applicable laws. All work will be done Plast/Beam Mechan Appt-/Sdwlk Insp I in accordaTICP with approved plans. This Plm/ -.mds ).Ab Insp Mechanical I inaL ioermit will expire if worE( is not started PLM/Underfloor Plumb Final C, 1,B0 days of issuancP, or if work is Mechanical i,isp Buildinn Final .tspencled for mote than 180 days. Plumb Top OL,t Erosion' Control vi I Framing Insp Wtr Proofing Dsm Fireplace Pisp Crawl Drain Gas Line Insp Fig Drain Bumlt zjInsulation insp Gyp Board In-3 P ) I lumbiC)nty-autor Signature for inspection - 639--4175 ontractor Notes :_................ CITY OF TIGARD COMMUNITY CEVELOPMENT DEPARTMENT MASTER PERMIT 13125 SW Hell Blvd.Tigard,Oregon 97223.8199 (503)639-4171 PE R111 T #. . . . . . . : MST94 DATL ISSUED: 01/06/95 PARCEL.- 2S 1 1.4A0--WEVl3,7 SITE ADDRESS. . . : 1,6659 SW 90TH PL. SUBDIVISION. . . . : WAVERLY ESTATES L(;N1NG: R-1E' BLUCK. . . . . . . . . . . L07 . . . . . . . . . . . . . :037 BUILI:`Nia REISSUE: OWELLING UNITS: 1 C PSLMENT. . . . . . . . :61i.� sf L,;4SS OF WORK. NEW BEDRMS:4 BATHS::3 ',ARAGE:. . . . . . . . . . ..405 S fYPU_ OF USC". . . :,F FLOOR F(REA,._.-._..-_-..__-_--- REQUIRED SCTAAC"KS-..__–__._._._._ 'TYPE OF CONST. :5N FIRST. . . . : 1004 sf LEFY. . :5 ft RIGHT. : 10 ft UCC'UPi-414CY URP. : R,s SN(lOND. . . :9:51 s f FROhIT. :C'fh- ft REAR. . , 15 i-t '37 UR I ES. . . . . . . :L, F Y 14BSMENT :0 s f REQUIRED----------------- HE I GH1. . . . . . . . 25 EQUIRED--.-_--_–____–.--HEIGHT. . . . . . . . :25 ft TOTAL•.-. –_._..._: 1955 sf SMOKE DETECTORS. -Y r-LUUR LOAU. . . . .40 psf VWLUL. 14.: /90 PARKING SPAC:ES. . : 1 Re m ar-l<s : PA'I H I PLUMBING –___.–__---.______–__–_----_--_.___ .___--- J1NKS. . . . . . . . . . : 1 FLOOR DFIAiNc . . . . :k1 }3AC.IiFI_tlW F'RF.=:VNl'RS. . : 1 FIVHIORIE S. . . . . :4 WATER HEFITE=RS. . . : 1 TRAPS. . . . . . . . . . . . . . :0 TUB/SHOWS RG. . . . :3 LAUNDRY I-RAYS. . . :0 CATCH BASINS. . . . . . :0 WATER CLOSETS. . :3 SEWER LINE:. (ft ) . :0 GRE:ASL: TRAPS. . . . . . . :0 DISHWASHER'S. . . . # 1 WATE-:R LINO ( ft ) . : 10it) OTHER i IXTURE:S. . . . . :0r GARBAGE DISC. . . : l RAIN DRAIN (ft ) . :0 WASHING MACH. . . : I SF RAIN DPOINS. . : 1 MECHANICAL ._.__.____________.__.._____..____ __.._.____ FEES -- -- FULLUNIT HTRS. . -0 tyvie amol.snt by date r,er.pt /UHS/ / / VENTS . . . . . :0 TiF t 1550. 00 JF 01/06/95 – MAX INPUT :01 BTU VENT FANG. . 14 BPRT f 543. 00 JF 01/06/95 r=URN ( 1OOK . . : .1 HOODS. . . . . . . i BPLC: f 352. 95 JF 01/06/95 — URN ) :=1O0K . . -0 WCIODSTOVE"S. :0 135PC $ 2=7. 15 JF 01/06/95 - i=LUOR FURN. . . . ..0 CLO DRYERS. : i SSDC: $ 280. 001 JF' 01/06/95 - BUIL/01P ( 3HP:0 OYHER UNITS: 1 PARIN $ 500. 0171 JF O1/O6/95 - (=SAS OUTLETS: 1 MPRT `x 43. 50 JF 01/06/95 – :Jwnes,, : _•- __._..._.....__..._____ ___._ .____.._._.._...._..__...__..._..-.--.-hIF'i_C $ 1O. 86 JF 01 /06/95 - 11 W PARTNERS M5PC: $ 18 JF 01/06/95 ii-54O SW 68)'H PRKWY 381H f c=2!5. 00 JF 01 :i•.J i r L # E•.1 P5PC; $ 11- 5 JF 01/06/95 – I I 3ARD OR 972'13 E'F?UFS $ 64. Oki JF 01/016/'3` 'h,)ne # : 639•-- .1639 E.RPC $ c:O. 80 JF 01/06/95 t.:ontrarctnr.: $ 20. 60 JF 01/06/95 _ +4W PARTNERE, 00 SW 69 TH HVL ibi;4RD OR 97223 $ 3651. 51 TOTAL_ nis permit is issued subject to the regulations contained in the - - ---- REQUIRED INSPECTIONS --- _J I `igard Municipal Code, Mate of Ore. Specialty Codes and all other Foot/foiAnd Insp Fir-eplace Insp applicable laws. All work will he done in accordance with approved Post/Beam Star-rct Gas Line Insp clans. Fhis permit will expire if work is not started within 181 Post/Beam Mechan Insr_tlat ion Insp days of issuance, or if work is suspe or than 181 days. F'lm/Lsnds.lab Insp Gyp Board Insp PLM/Under-fIoor Rain dr-ain Insp e)—rri ttee Signat•krr• Merlian.ic,al Insp Water• Line Insp ClLkwb Top Out Appr/Sdwlk Insp . ,,-rpcf By - _ .__ _ ___. .- Fr-aming Insp Mectianical Final CITY OF TICARD SEWER CONNECTION COMMUNITY DEVELOPMENT DEPARTMENT PERM I T 13125 SW Hall Blvd. Tigard,Oregon 97223.8199 ;503)839-4111 PERMIT #. . . . . . . : SWRr)4-0383 !.139-41 11 DATC ISSUED: 01 /06/95 PARCEL: IRSI 14AO-WE077 TE ADDRESS-'. i6659 SW 90TH PL MDIV!'SION. . . . : WAVERLY ESTATES ZONE: 3: R-12 1�t-OCK. . . . . . . . . . : L JT. . . . . . . . . . . . . :03*7 ---------------- TENANT NAME. . . . . USA NO. . . . . . . . . . , FIXTURE UNITS. . . : ci—Ascs, or7 WORK. . . :NEW DWELL ING UN I TS. . : 1 TYPE OF USE. . . . . :SF NO. OF LSU ILDINGS: 1 INSTALL TYPE. . . . :BUSWR IMPERV SURFACE. . : : Sf Remarks : PATH 1 Uwrier— FEES R W PARTNERS type amol-trit by date V-ecpt 12540 SW 681H PRKWY VIRMT $ 2200. 00 Jr O? /06/95 111iiii-E # B I NSP $ 35. 00 JF 1111/06/95 , GARD OR 97223 )t)np #: 639-2639 )NI-RACTUR NOT ON FILE )cjr-le $ 22:35. 00 TOTAL Heg REQUIRED INSPECTIONS 'his Applicant agrees to comply with all the rules and regulations Sewer- Inspertion the Unified Sewage Agency. The permit expires 00 days from e date issued. The total asount paid will be forfc .ted if the grit expires. The Agency does not guarantee the accuracy of the —de sewer laterals. !f the se,ier is not located at the measurement given, the instp''.er shall prospect 3 feet in all directions from the distance given If not a located, the installer shall purchase a "Tar and Gid^ S�,wer" Permit and l install a lateral. d By i V) Call f D r inspect i v n 639 -4175 C-0 • �I-a5�y Residential Building Permit Application •'City of Tigard 13125 SW Hall Blvd Tigard, OR P7223 (503; 639-4171 Jobsitn /address: ZZ , Subdivision: Ut L%-, �Lx S Lot# Office Use Oniy Valuation: /�,�. �1�U. -� Planck/Rec# Corner Lot? y Permit# 07 S�o 437, Flag Lot? •� �' Reissue of Map & TL F � ;r Owner: t u�,( ytCi'S .Approvals Required Address: Plarningf -4` '- — Engineering _� l Phone: Other Contractor: Items Required Address: Subcontractors Truss Details. Phone: — Other Contractor's License # (attach copy of current Oregon h.ense) Contact Name & Phore: 1/I;i any 4-3-;;2 -- Subcontractors: // Architect/Engineer: r� Plumbing: �C� 411,-C-i(Let L Address: t� Mechanical: -LZ; C.L�,_ .t2L ;attach copy of current CR C ntractor's License) Phone: JOB DESCRIPTION: Ali ant Sign re & Phone number Rect `ved by: Date Received:=G� N 1WORMOMOE V RE SAPP Permit# Account Description Amount Amt. Pd. Bal. Due Hyl f -u 3Bldg. Permit (BUILD) �3•�'� .0 ✓ Plumb. Permit (PLUMB) ?ZS.�°' _ 2 Z ✓ Mech. Permit (MECN) '13-5c) State Tax (TAX) �'.S�✓ . Bldg: Plumb: Mech: Plan Check (PLANCK) Y3 Bldg: _ Plumb: Mech: / t �5,-4Z9q- 03Y-3 Sewer Connection (SWUSA) 7 v 0 Sewer Inspection (SWINSP) �� 3�� Parks Dev Charge (PKSDC) J u 5,10 Storm Drainage Chg (SDSDC) P.esidential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) r, Office TIF (TIF-O) _ Water Quality (WQUAL) Water Quantity tWQUANT) -f-�-�-�- Fire District (FIRE_) _ Erosion Cntri Permit (ERPRMT) Erosion Planck/USA (ERPLAN) 'tv �s 4v ✓ Erosion Planck,'COT (ERCSN) TOTALS: �Y� C a CITY OF TIGARD BUILDING DIVISION RESIDENTIAL PLANS SUBMITTAL APPLICANT NAME: PLAN CHECK # ADDRESS: PHONE # DATE RECEIVED: ��'�` . .yl� + REC' VED BY: �" CHECKLIST (AIL items must be in packet before plan will be reviewed) YES NO N/A i 1. [ ] [ ] [ ] 3 FULL SETS OF BUILDING PLANS (No red line revisions or tape-ons). 2. [ ] ] [ J 5 SITE PLANS(including tax lot and tax map number,easements, erosion control provisions, floor el( cation of garage and main floor, set backs, drive-way location, ;orth arrow, scale, location and termination of rain drains, corner elevations, and contours if over 15% grade). 3. [ J [ ] [ ] BUILDING PLANS SHALL REFLECT TOPOGRAPHY OF LOT (if house is designed for -a flat lot and the lot is not flat, revised drawings are required. No red lines accepted). 4. [ ] [ ] [ J REVISION TO PLANS MUST BE FOLLOWED THROUGH FROM ROOF TO FOUNDATION (detailed sections may be fifferent from the origincals as a result of your changes. These -tions of the structure that are affected by the change need to reflected on the plans. No red lines will be accepted). 5. [ ; [ j [ ] FLOOR PLAN(S) 6. [ ] ( ] ( ] FLOOR FRAMING 7. [ ] [ ] [ J TRUSS JOISTS (engineering, details and layouts) 8. [ j [ ] [ ] ROOF FRAMING FLAN' (all hips and valley supports indicated and detailed). OVER — YES NO N/A 9• [ l C ] C ] ROO, TRUSSES (engineering, details and layouts) 10. [ ] [ ] [ ] COMPLETE CROSS SECTION(S) 11. [ ] [ ] [ ALI 4 ELEVATIONS ARE SHOWN - 3 ELEVATIONS FOR ADDITIONS AND REMODELS 12. [ ] [ ] [ ] BASEMENT WALL, FOUNDATION AND RETAINING WALL SECTIONS (will need engineering if walls are 8 ft. high or higher) 13. [ ] [ ] [ ] WALL BRACING (structure must meet table R-402.10, revised alternate method 93-7, or a lateral design shall be provided) 14. [ ] [ ] [ ] ALL DETAILS REQUIRED BY NO. 13 ABOVE SHALL BE INCORPORATED INTO THE PLANS. (Attachments must be clearly legible and fully referenced in the plans). 15. [ ] [ j [ ] BEAM CALCULATIONS (a;l beams over 10 ft. in ler i any beam that supports a point load). 16. [ ] [ ] f ] ENERGY CODE PATH IDENTIFIED DO NOT MAKE CORRECTION IN RED RED WILL ONLY CAUSE DELAYS bk.,uew 2146 (INI DEMO BY : J.T. ROTH CONST, CITY OF TIGARD WAVERLY ESTATES LOT 37 14,699 Sly. FT. 15' WIDE S S.E. 140' �•� ,1 _ N 81°43.29„ W - ..�� 1'-0. i=+�..+_ - X18 ?" ")-140 �... .... ..... O N -0'. --L'OIVER 9�•OOR•••. _ 150'Lu MAIN FLOOFI' C3 150' o� ..... --4,_ _ / CIV 4. ' GAF}A at'E� ip�5• I`•I• - _ / t ¢ r we cc Q � ORIGIN o DRIVEWAY c N / '� 13500 PSI) ti 160 - --- --LL 160' S 89.58'47" W 45 00' 09/08/94 MfR O Al AP f1A1COQD Df / IQfI A / l0CIATCf IM 1305 N VV 18TH AVENUE, PORTLAND, OREGON 97209 (503) 225-9161 S C A L E 1 ' 2 0 ' - 0 R _ PAYTON ROWELL CIVIL / STRUCTURAL ENGIFEER • CONSTRUCTION MANAGEMENT 131 1 S.E. 58 AVE. PORTLAND , OREGON 97215 603• 232 • 4349 ~� L A T E R A L L 0 A D C A L C U L '. 1' I 0 IJ S PLAN # 2196 ALAN MASCORD & ASSOCIATES 1305 N.W. 16th AVE PORTLAND, OREGON 97210 ell Ca � � � AL 7�iNh a�,, �� ' 111 , � •o MIMI IM r � ♦ � 1 ' r 4 r � I 2 \� - r -- -- --- - __-_._______--_.________..______ ._.._ l ---1 - _ - - - - ELEVATION 2�q � LEST "IDE _ 1 3 LVfi) _ on ---------- i I------------- -- t---------- L ___ ti �•-•, RIGHT SIDE E'-EVA_TION _ -- I I I IIIIIIIIIIIIIIII �I inlnliiuii►lu { i I I 1 I 1 . 1 � 1 I I i 1 N I 1 I 1 1 I 1 ImUlm fz .r a � lulliiltn�ninlnii � I Q . D1 91 I I L I I I I I 1 1 IIIIIIIIIIIIII�II ��I�I�I� �_ ' 11111111 I W � I I � A•, t e a � t t �t R ..y.0 a as arra 1M1nud .w� ETAIL tel■ V7' . P-1/' I I I V I . SR. 2 } HR 3. — .j--.-1. Il�.,o ,.. 1 1 I I - �� F.� IN•. � i Re• L�.�� — IN I IDC A w �• '. � -. frl/r _ 7x Cla T► •r OG '1 .... ... .... .. ..: r, ,,�,p 1` A M. 1... 54� `NG 3 TI 1 - -s °� a• nlc [ F `10 r AUX r Is, LTMp I r � I 1! MLd I • [' If3. I 1 Y&L 710 _ I 1 ",00- MASTER MAS TER 1 1 I R LAW-- Tui cLn 3 �I I 1 I ef— I •1.'Or- A 1 � � , ']`•IIT.T�T•pl j �K—ry}�—(+� i 1 71 11Dk� r . , 1 M N M.. r t Why M IM"" Y•CM (W OA I 1 1 I 1 I 1 r - KDfr LTl O[1.010 --___-. UPPER FLOOR -PLAN 2� �, 1r� I G I N A L r•r a.•.r WW I CRf* S Vl NCSV o Qh To �"l�• I •RM,Mq i I I wo. " DECK I -- �ir tia W 0 X, A lu 'rTi'L.rT. 1 Iris M 14 1 1 Inpi el Ic ,M III ' .I m o FAMILY Iu wTwDwacT KIT. ;j "PI NCa L rY•�-f VtW*A&NMIRX..t . I"x DA rr Irl W CO"%Yl VpR 1 �� o HLOW TIfD WART4 ru I b 04TALL Y/7R PIW O 11•/'� 4P G%A"P C41J1 1'; iii \II•� % c aqua 1 1� � ° m 1 ( nl d�M{Q m SII - rM r II i — �. 4 — lua oa i - 1 Y OLM "; LIVING iii .+..r. Tera rn .. •ti 0 i:: .I r " GARAGE ti xw.>,rvr DEN i J l MAr � 11� '• 1"' 1 wT 1 rll 111 lr' , I'I III 1 �jl III 1 --------------------------- 4 X IOR CD J - AIN FLOOR PLAN �VNC+IT dV R4. �(AN�MRX'f!t•, O61 P. Il2 �P I N'•r .•. Y• .', -0. I I I I I I I I t I I II ��4 1 'y MD. 1 = y_j-----------•- 1 1 n' a.tiiLL7i Ih'Cd,G rILY d•MIL , 1 Ftl11nA ON L---- ---------- 1 1 �.� , f•nLV �a^ 1 I 1 n _ ,I" 6A8E ENT �� .0.0 ; Ir Lz i r „1� Q Ir Q I / %• Q r 4 6_ i � r L J •f1��01 II - Ler 1 ILp••r�O — t b I I_Rxr llww. I11 •Wl f/ •y'DGJ ON 'k11• .!•IJl'�GPX+lg1!CT0.f12t'.l� Im► � � o ; r w.mu NruD••Ir•ou )MrvC.LM a,r ML - - _a 1 7_ UDlIDf�ffrl. 1 h711111�NAAP lr O, - "- __ - 4. Ir----------------T..... GRAWLSPAGE A ;{ w ; ! 8 ' rr .'•• I'II 1 1 1 I I 1 1 i 1 1 1 1 ILocll lir r 1 1 N tI,tOGll IOMra•r'OG ON*MGM 1 1 -'' I ; PO•t•ON Aw"ALT�OWN"ON r L 1 Yr N w N ar CCIC PMD r'1• . 1 I f4L•••MO't*p OII�IgI i i i � f'• 1 1 I 1 I 1 I 1 , I I ia 1 I � 1 I WK w� M RL 1 1 1 , Y 11.0Q4wp1Q�T�N Y q!M•AM C.7 1 i A�OIM/Y•DK+A O�I.10� 1 t1J 1 r 1 1 I 1 I J 1 , 1 ��Yrr A'•IU• _ Y••' nr• _BASEMENT/FOUNDATION PLAN S G I OCJIL�r V4• .t'•�• ff y ]r 7 SHEARWALL SCHEDULE ALL P EDGED MUST DEE 15 DLOCIGED • P IF INTES L f'W K WALL COYER FASTvmRS EDGED eTUDB RET'AKK6 e TO IFr GLU9. w ILL OR lvi' 4' Or- 4' CC. EACH SIDEEOOFIEW&ALLL e1/2' APA- 6GA STAPLE 3'Or- 6' GG. Ili' Lt-;NG x 1Mr'WIDE RATED SHVG 0J48'• x 7v4' b' O.G. D'or-, BTAPLE6 W/CRO(" -6 IG PLS F. PARALLEL W/FRAK3 C IR' APA- O.I48'1 x 24' COMMON NAIL MA RATED DHTGFILL a'ru'm 4' O.G. IV OCG SUBSTITUTE FOR ANY EAD P-NAIL 0.146'0(9 Go%J P-NAIL' D V2' APA- 0.146'1 x 7�4' 2W or_ DL STUDS le. At RATED DHT'G qLL�� DTA sRD. 8' OL. EDGE6TOGETHER W/ 2- RAIL d IP '� , O PLF In' APA- 0148'# x 7v4'F(T4' OG AC, 6x6 POST EA,C4 END L� \�RATED 6 'G Ra STACKS. 6' OWALL - OFFSET �'�. Q Z� Q EACH SIDE EAD P-RAI D.EA SIDE Off WALL J In' APA- 0.148'0 x 714' •,. Oz. 6x6 POST F_ACH END F=` RATED SNT"G L ROUND STA�� b' OG. WALL - 3xb STUDS t,J4-0 FF L� EACH SIDE AD P-NAI NEL ED AT -AGES HOLDOUN SCHEDULE NOTES - DESIGNATES SR'1PSON PRODUCT L T.RK P-NAIL' - DESIGNATES A MAW NOLDOILN F'A8T1!7,MR5 FiJLL FOOIND-HEAD POWER NAIL. NO 7.ALL EXTERIOR WALLS MUST HAVE 'I N bl-EAn4ING AND OJ48'x 714�R.RR POWER NAIL REQUIRED (OR EaJIV.FAASTII I AT MINIMtM '^\ • 'CM8T17'x (1) I6d CCf T1CN 6' OL EDGE NAIL'G SET FLUSH UY 36' LOt;,:a NAILS AT EACH END THE SURFACE OF THE 6HEATHING. • N' or. 6TACsRD. ANY FASTENER F>cPPr"D TO (II) Ibd COMMON 1N4• U.EATHER SHALL- [Y' LYANIZED -JbV •48' 1 -ANG NAILS AT EACEND HOLDOWN6 OCt"UR•EA.END OF \% H• N4' oa. STAGRD. EA.SH'WALL 4 PAVEN TO(7)LAM. /-y ^\ • 'CM6Tt7'x (I5) It'd CCHMON. STUD6. WALL SHT'G 6"AA-L BE NAILS AT EACH END EDGE NAILED TO HOLDN STUDS. 3 60' LONJG • p�, or. STACsRID. D.FASTEN RIM JOIST 1 BLK1.TO ALL EM.W4L.L6 AND 6W,4RUALL6 UV C FTA-S' (4)s4'• A3ml BOLTS &IMP.'LS&V • 46'OC- REDUi E�y SPACNO TO Ib FOR t, 111 &4U166LI6. EDGE NAIL RfOOP AND FLR��SHT G TO BL�KCss.. 1 R!P�',1yJ�6OIIST& W t-�-� • 'FTA-1' (6)Ty'• A301 DOLT66.6N140C x.%-LN.LENGT * SPLICES. , CONNECT 6I6ARLUALL- BOT.Q TO 'HPN1D77' (RAILS IN EVERY 4 6WARW1•(T AILL 8 'G MST EXTEND \% 011•IER NAIL HOLE FROM BOTTOM TO TOP PLATES. 5 11 ^� (2)Tti'1 A301 BOLTS 1,FASTEN MJD6I1-L @• UY 6R-116ON L w �� • 'HD6A' 4 SIMPBGN 'SSTT328' 'MAD' 0 46' O.C.(OR 1)'♦x m' Ae ~ \% 04'♦ x IS'J-BOLT RF_DUGE SPAr."G TO 7 'F'OR TTPE (3)1*'♦ A301 DOLTS 'C' SHULALLS,12'PCR TYPE 'D a E' ' 'WDBA' 1 SIMPSON '581928' -'SPIPBGN' PRODUCTS&HALL BE 6 .s4'0 x IS' J-DOLT R16TALLED AS PER t- ► .6PEC:6. 1. (4)1�4'# A301 DOLT N SHADED AREAS,PROVIDE�,0$C� 3 • 'ND70A' 1 I414 x IS' J-15OLT ftrUJO.M.00R"AT14M UY _. 10d COI Mo S Is 4' AJC It ALL PANEL EDGES 1 PERIMETER H ' D15' (5L' �,BOLT IV OC M FIELD. MOCK ALL Iy - x 74 PANEL EIX�ES UY 7 X 4 M-AT. � DESIGNATED • '018TIV x &'-0' r-'LONG W/I6d CCM1CN FLAILS • N CROSSHATCHED ARE 48,I ': FASTEN CEIL'G UV 5d COOLER •� 3Y OC, FIROVIDE 7 X 4 FLAT NAIL • 4' OC EA JOIST,BLK[it BLKri BETUEEN 6TUDS/JOISTS PERIMETER 2 X 6 BLOCJCh,1656 FOR 6TRAP NAILMG. (T7FICAL NSTALLED M-AT OVER TCr II! UN-E66 NOTED Crf-EFW&E) V I6d • 6' Or. DL(7CK ALL • Ar"PROX.HOLDOUN LOCATIONS PALL ED6 6 LLV 2 X 4 FLAT. REV. 4-11-04 PAYTON, RO WELL _ CIVIL / STRUCTURAL ENGINEER • CONSTRUCTION MANAGEME0 171 1 S.E. 50 AVE. PORTLAND , OREGON 97215 503• 232 • 4349 LATERAL CALCULATIONS PROJECT: 2I4DATE: I-S4 UPPER FLOOR VI = 4/Z #/ a l PLF V2 ( )a B 7 #/ �+- _ 3 PLF V3 v Q I Z ( ((� j )4 1 #/ ( S = �� PLF VA-4'15 PLF PLF V6=_ 3�l2 ( `�� )= Gu�rJ #/ o PLF LF V8 ( )_ #/ PLF V9 #/ PLF vlo . PLF V12 n: V73 ( )s a PLF J V14- ( ) 1 PLF J VIS__ ( ) #/ p PLF V16 ( ) #/ PLF t V17 ( ) #/ PLF PAY TON . ROWEL L CIVIL / STRUCTURAL ENGINEER . • ' CONSTRUCTION MANAGEMENT- 11 ANAGEMENT•11 S.1. SR AVE. FOX TL4NG. OREGON 97915 507-171• 4749 LATERAL,CAL TION �-7, PROJE/:T• 2 DATE:_=1!1 4-- FLOOR FLOOR V I �'`�/2 ( Z2 ). 20`l`�- + 1670 013`l�- 340 _ l�Q PLF dz�� } 8 T zz bum I { 1 )- 20`14- . + 1 B i o PLF,, M3_ I�I 2� " ..�, + 200�j l-�L7� iN Z` t`�8�18 6� PLF + #/ W5 M5_�y}��22 )W2kTok- CIV #/ fib*916 8Z8 PLF c� JU/ ' 2L . �5� Mb IC) 2PLF 33Y) M7_ 2`I2C 122 )_ ��4Z + 1912 #/ PL MS- ��/Z 7 _ ��:+8� + 2� a/ 21 PLF a Set FV-1 s,b 04 7 F'RAM,� + ?>3� alfa b _ PLF M5 AZr�z 7.2- _ I Z'Zd �y27�Z. MIO 1 ( 1 1 + / L AM= ( )- + Ml3- ( •, + #/ PLF MI4 - PLF MIS- ( )- + H/ - PLF M16.. ( )•. + N/ - PLF M17- t )- + M/ - PLF PAYTON ROWELL CIVIL / STRUCTURAL ENGINEER - CONSTRUCTION MANAGEMENT 1311 S.E. 58 AVE. PORTLAND , OREGON 97213 303• 131 4349 t LATERAL CALCULATIONS VROJECT: 2t`4-� DATE:�✓ 4 LOWS FLOOR Mc Lim 61z- ( )- -47(. +3444 #1442oPLF '5W r Mz J Lz- Z ( �� )m (Z +3q 44 #/ X5"70 l zzZZJ� PLF 5-to L3= ( )_ + #/ m PLF LA=`?1Z ( I1`sj )Q - o /+- ` - #/ m '6!Z PLF LSa 1 �� 1 )_ ��U +C�Q�B #/ 0 a FLF L6= '1 Z ( « I ,_ _J + �� #/ �Z:i311� _ 3 PLF �O L7-Z�'�Z ( og )a "I �88 + #/ 7 2A3 PLF STV L8. ( )_ + PLF L3 ( )_ + #! PLF LIO + #! = PLF L12- ( Lm + #/ m PLF (t "' L13. ( )_ + #/ s PLF J L15 ) + #/ = PLF L16. S ). + M/ PLF L17= ( ) + 1 PLF + GI L1s ( ) ((� p► Y 1 y �,AAL _ PAYTON ROWEL CIVIL / STRUCTURAL ENGINEER - CONSTRUCTION MANAGEMENT 1311 S.E. 50 AVE. PORTLAND , OREGON 97315 503-AJ2 . 4349 i LATERAL CALCULATIONS PROJECT: 2A� DATE: HOLDOMS Fm-!51 7�cSQ— V=_f3�?—c� [ (J, I = Z"4, POUNDS D.L. F�Io 11/2) 4- = 320 -� 8 10 �F �(3 e>c 1 = 320 # I � 'TOTAL =�� L R PLF R - 3 V= L = _—POUNDS D.L. TOTAL = PLF �n1.1 5 x`12 V= r 3 i = 302 POUNDS 4 (2)FL'R {! D.L - 0 Nz z 3l = AZO x �2d , I 3 I TOTAL = I R R = - toil ��)_ �y�L2- PLF �. 3^ _POUNDS D.L. _ — M ' ilGliNb= X J� ,.. TOTAL = • R R= = PLF TA M \ r i toe f2 x6� 12 Y STL 44, A, 301 boC�s 70 wZ 'S(3-W, w Rey fIRo�ND COlt co LN I ' NP��v7z t-lut9owtl I � I Ll PROf N 4311 MELON Ile'11 )ISS 0 � 1 � ,9A1.... o 4V q4 ?.55(o,(z�� ,5 e _ SY6 x I`/Z I��cel jU Y'5 I n 33 1'10 -5 I B E A M A N A L Y S I S SHAKE ROOF PREPARED BY: Alan Mascord Design Assoc. , Inc. Portland, Oregon Client: J.T. ROTH CONST. Project: 2146 -DEN OPTION Location: BEAM ABOVE VAULTED ENTRY/LIVING Date: 08-10-1994 Calculation By: R.J.V. Comment: 5 1/8" X 13 1/2" 24F GLU-LAM BM OK BEAM AND LOAD DI;`,'RAM -------------------------------- R1 R2 Reaction R1 = 6 ,373 . 3 lbs. Reaction R2 = 6 , 373 . 3 lbs. Total load = 12 ,746 . 5 lbs. Dimensions. Clear span = 18 . 5 feet, no overhang. No point loads. No triangular loads. Uniform beam weight= 19 lbs/lf (= 351 . 5 lbs . total ) . Uniform loads : Ul = 670.0 lbs/If at 0 .0 feet to 18 . 5 feet. Deflection .limit ( .live load plus dead load) : 1/240 . BEAM TYPE LAM 24 F GLULAM COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 6 , 373 . 3 FV 189 .8 Area (Sq.In. ) 50 70 Moment (£t-lbs) 29 , 454 . 8 FR 2 ,760 .0 Sect.Modulus 13C 159 Deflection ( in) 0 .93 E 1 .80E6 Mom.Inertia 1,088 1,088* Actual Maximum Deflection = 0. 92 inches. Maximum Deflection occurs at 9.0 feet. Maximum Moment occurs at 9 .0 feet. F Size Factor = 0.986 DETERMINING FAC'T'OR MINIMUM BEAM SIZE (W x H) : 5. 125" by 13 .659" MINIMUM BEAM ARRA (Sq. Tn. ) : 70.00 DR I GMAL CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec•O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footina Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line d31dg� Plbg. Underiloor Rain Drain Framing Alarm Water Line Insulation Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: r/lvrSr _Time: AM _v"'PM Address:�4'6=�% 9C�� PaC1 r Builder: Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: In, dor APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-?hone): 639-4175 Business Phone: 6 4171 Inspection: Footing Susp. Ceiling Sprink. Hough-in ppr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San, Sewer Gas Line -BTd"� Plbg. Underfloor Rain Drain Framing C l Alarm Water Line Insulation (117717C . Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested: <Y116 Time: AM PM Address: c^ Builder: _ Permit #: J 4 3 z THE FOLLOWING CORRECTIONS ARE REQUIRED: (� 16�/�' _✓PCT Tc h 6.,Ia rce e /04'S T 6Vr��ou�2 irviM S I spector2 5 �G G/L Da e: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-41775' Business Phone: 639-4171 Inspection:_L Q 't/Ci ! 'gc:-�2 c:�,z x--I Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beare Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall GBd. -Elect. Date Requested:_� _jp�� Time: AM PM Address: Guilder. Permit k: THE FOLLOWING CORRECTIONS ARE REQUIRED: c' ! Inspector: Date:- -f-�—,�� !APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Ins action Line (Rec-O-Phone): 63,9 4175 Business Phone: 39 4171 Inspection: Footing Susp. Ceilin �prir+l� ueuc�b.i r/Sdw Foundation Plbg. Unaerslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underfir. Instil. Shear Wall f Gyp. Bd. -Elect. Date Requested: Tim, AM _PM Builder: Permit #—:� - _G 3 '2— THE FOLLOWING CORRECTIONS ARE REQUIRED: w Inspector: '' 2� �- Dater iG APPROVED _DISAPP90VED _APPROVEu SUBJECT TO ABOVE _Ca;l For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 4171 Inspection: i Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab CAAeek)Rough-in Fireplace -VZ513eam Strur9t. Plbg. Top Out Elec. Rough-in FINAL: dost/��amm Me'cp. San, Sewer -Bldg. C Plbg. Undc�rfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. ea -WI—If Gyp. Bd. -Elect. Date Requested: Time: AM PM Address: C�� Cf--�_�✓ Builder: THE FOLLOWIN Q�RR O REUU ED: G 14 CD LLJ a f.Y �'�?�5 Sv/c' ' fit-' rte Uc��L �s �y'•; --� Iris p or: Date: OVED DISAPPROVED APPROVED SUBJECT TO ABOVE ,Call For Rain sp. INSPECTION NOTICE City of Tigard Building Depsrtatmt 13125 811 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)- 639-4175 Business Phone: 639 41 1 I.teneot ion s r-- pooting Plbg. Underslab Mwn. Rough-in Appr/Sdwlk ound) Plbg. Top Out (;ae Line FINAL- Frost/Beam Struct. San. Sewer Fra.-ning -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. (.; Data Requested:_ C� ( q J Timet AH PH Address: Permit #i.--/y Builder 6-20- THE FOLLOWING CORRECTIONS ARE "QUIREDt F- CA M . J _ InapecLOC2^ nate- APPROVEDDISAPPPRO�VBD,/ APPROVED SUBJECT TO ABOVE C_ Ca � ll For Reinep. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-a 171 Inspection: Footing Susp. Ceil, g Sprink. Rough-in Cl ppA r/SdWik _ �_' Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Hough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg Pibg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Under'ir. Insul. Shear Wall // Gyp. Bd. -Elect. Date Pdquested: 5 Cr ( �J S Time: AM .�rPM� Address: Builder: Permit #: e/ 31 THE FOLLOWING CORRECTIONS ARE REQUIRED: ft f— .J cc W '- J Inspector _` _ Date:_5 —q5 _APPROVED _JISAPPROV PPROVED SUBJ BOVE Call Fo CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in r,r/Sdwlk Foundation Plhg. Underslab Mech. Rough-n Fireplace Post/Beam Struct, Plbg. Top Out Elec. trough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line _rnsu— a— t -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: q Time:--SAM PM Address:_ Builder:_ Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: n� r-- J C-7 J Inspector_` ! Date: _�OVED DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE InspL Aion Line (Rec-O-Phone): 639-4175 Business Phone: 639-41 Inspection: Footing Susp. Coiling Sprink. IAppr/Sdwlk Foundation Plbg, Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec Rough-in FINAL: Post/Beam Mech. San Sewer Gas Line Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall �dJ Elect. Date Requested:_ / �f�r Time: AM PM Address:, �lr & s fes' It ��t�s Builder: Permit a : N— SO V3 2— THE 3Z.._THE FOLLOWING CORRECTIONS ARE REQUIRED: r� ft ^- N F-- r.r C� C'J Inspector: � __ Date:_ Q PROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinso. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phon 4171 Inspection: Footing Su..p. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San___Sgwsr.' Gas Line -Bldg. Plbg. UnderfloorFraming -Plumb. Alarm Insulation -Mech. Underflr. Insul. Whear Gyp. Bd. -Elect _..� Date Requested:_ 3/3/�� ,SJ Tirrne: AM -74PM 1) Address:SCJ ?C Y-/ Builder: —Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: i Insp ctor. � Date:_ _�� APPROVED DI£AP°ROVED ;kPPROVED SUBJECT )i')ABOVE ,iall ror Reinsp. CITY OF TIGARD EUILDING INSPECTION NOTICE Inspection Line (Rec-O_-Phone): 639.4175 Business Phone: 639-4171 Inspection: -`L_- Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk. Four ion Plbg. Under lab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. S-n. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plimb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: ' Time._AM PM Address:, Builder: , [�C� — �j `� - Permit THE FOLLOWING CORRECTIONS ARF REQUIRED: .1 1 J Inspector. Dater LAf'F'ROVED _,DISAPPROVED !APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION ivOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: IV-eo- -t C Footing Susp. Ceiling Sprink. Rough--in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post'Beam Mech, San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wali Gyp. Bd. lect. Date Requested:- 7//,f` Zj r Time: AM y �fPM Address: f(1 C �r �C r 1t { Builder._ �� ,� S� Permit #: d THE FOLLOWING CORRECTIONS ARE REQUIRED: O.rO 7G 5 d M H _ N H J C� C� I1! _ An , torl _ A� Dale:PROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ____Call For Rein�p. CITY OF TIGARD BUILDING INSPECTION NOTIC� Inspection Line (Rec-O-Phone): 639-4175 Business Phone: Inspection: ootin Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Meeh. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. [)ate Requested:4 Time:_K_AM PM Builder: Permit #:THE FOLLOWING CORRECTIONS ARE REQUIRED: a F-- t/1 _ H- J C� W J IInspe��ctor: Date ' i�0 ED DISAPPROVED APPROVED SUBJECT TO ABOVE LA Call For Reinsp. t l..l 1 Y LIF 1 .11-inHb tdt.:.I t 1 I-'I t+I I '11 I.R III I Iii 1 .t •1 1-'I tdt I. f11'1111II'•II It 1 k .4 W I '1MIill Hl-i L,r1 .I1 111'1111.1t'lI r,f%IN 6'I,IJY N4' I!Ilrlll I.1i If611t , 4•+ + i ;, ,1 II>!; 1t11 !iILIIV I '1 f o 1 II 1 '1 i ;,1. r•; I t ItYN 11 IN 1 1 11.4 l 11 1. 1 11;1'1 1-,1 I It I i.l r Of W I l IM(O1 IN I I 'I I I I A I'1 1104% 1 I'll 14..PIvl _ �''r �. 0117 {� If it Ili 1 1 i '1 f f i ,1 i t1 1 i l .l) I'1 Id (4v1. ' IJ �..;4JN4)'1 0 00 1 h!t tt 1 11, Al ! I 411'1 I'1110.' "Mi. .`74]41, 00 ll' ii I' Okl mtl!i`• 11*44`�1 I 1 11 1 h4 '. 1,x1111, OIA 1lt.lt+1 + 1 'r 1 iIt 11 1 1 Y ! 1 + 1 ;±,a 1!: it r,l1N1611 1 1 r 1 to 11 1 ! 1 1 100. 00 ION 1311'4 1 Ica II 14. 1 hl ! 11 I 1 Col. VIO 1,> '.• 1(IN i•I+i,l i 1 1 it I'1 1114 1 1 ;.'0. 4317+ (Otj r).V1. lili~I 11,1:.`.),) ',.1J wool Fit `r I Ii1 ! I t, 1 iII 1 t l 11-11. t•ti�itll.IN 1 F!F 1.t II 1 .I� . ':r L B E A M A N A L Y S I S PREPARED FOR: Alan Mascord Design Assoc. ; Inc. Pcrtland, Oregon ^�• ` '''" x-� ,, Client: J.T. ROTH CONST. Project: 2146 - OVERLAY Location: BEAM ABOVE VAULTED ENTRY/LIVING Date: 03-03-1994 Calculation By: STEVEN E. BARNES, ARCHITECT Comment: 3-1/8" X 10-1/2" 24F G.L. BM. - ; BEAM AND LOAD DIAGRAM R1 R7_ Reaction R1 = 4 ,092 .0 lbs. Reaction. R2 = 4 ,092.0 lbs. Total load = 8 , 184 .0 lbs. Dimensions: Cl.ear span = 12 . 0 feet, no overhang. No point loads. No trianjular loads . Uniform beam weight= 12 lbs/l.f (= 1.44 lbs. total ) . Uniform loads: Ul = 670.0 lbs/If at 0 .0 feet to 12 .0 feet. Deflection .�imit ( live load plus dead load) : 1/2.40. BEAM TYPE LAM 24 F GLULAM COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 4 ,092 .0 FV 189 . 8 Area (Sq. In. ) 32 33 Moment. (ft-lbs) 12 , 276.0 FB 2 ,760. ) Sect.Modulus 53 56 Deflection ( in) 0.60 E 1.80L6 Mom. tnertia 294 294* Actual Maximum Deflection = 0.60 inches . Maximum Deflection occurs at 6 .0 feet. Maximum Moment occurs at 6.0 feet. MINIMUM BEAM SIZE (W x H) : 3 . 125" by 10. 410" MiINIMUM BEAM AREA (Sq. In. ) : 32. . 53 pRIGINAL B E A M A N A L Y S I S SHAKE ROOF PREPARED BY: Alan Mascord Design Assoc. , Inc. Portland, Oregon Client: J.T. ROTH CONST. Project: 2146 - JOISTED GARAGE Location: MAIN BEAM(S) - Date: 07-16-1994 Calculation By: M.R.R. Comment: USE 5 1/8" X 10 1/2" GLU-LAM 24 F BEAM AND LOAD DIAGRAM R1 R2 Reaction R1 = 4 ,949. 5 lbs. Reaction P2 = 4 ,949 . 5 lbs. Total load = 9,899 .0 lbs. Dimensions: Clear. span = 9. 5 feet, no overhang. No point loads . No triangular loads. Uniform beam weight= 12 lbs/lf (_ 'A !4 lbs. total) . Uniform loads: U1 1 ,030 .0 lbs/lf at 0 .0 feet to 9 . 5 feet. !sflPction limit ( live load plus dead load) : 1/360. BEAM TYPE LAM 24 F GLULAM COMPUTED STRESS/STRAIN DESIGN VAL. PROPL. PIES REQUIRED ACTUAL Shear ( lbs) 4 ,949 . 5 FV 165 .0 Area (Sq. In. ) 45 47 Moment ( ft-lbs) 11 ,722 . 5 FB 2 , 400.0 Sec:t.Modulus 59 72 Deflection ( in) 0. 32 E 1 . 80E6 Mom. Inertia 332 332* o. ... NActual Maximum Deflection 0. 32 inches. Maximum Deflection occurs at 4 . 5 feet. Maximum Moment occurs at 4 . 5 feet. J m MINIMUM BEAM SIZE (W x H) : 5. 125" by 9 . 199" co U1 MINIMUM BI'AM AREA (Sq. In. ) : 47 . 14 B E A M A N A L Y S I S SHAKE ROOF PREPARED BY: Alan Mascord Design Assoc. , Inc. Portland, Oregon Client: J.T. ROTH CONST. Project: 2146 - JOISTED GARAGE Location: BEAM @ REAR Date: 07-16-1994 Calculation By: M.R.R. Comment: USE 4 X 10 #2 D.F. BM. BEAM AND LOAD DIAGRAM • • R1 R2 Reactiun R1 = 1 ,817 . 5 lbs. ReactJon ?22 = 1 , 817 . 5 lbs . Total load = 3 ,635.0 Lbs. Dimensions : Clear span = 5 .0 feet, no ovt -sang. No point loads . No triangular loads. Uniform beam weight- 12. lbs/lf (= 60 lbs. total ) . Uniform loads: U1 = 715 .0 lbs/lf at 0 .0 feet to 5 . 0 feet. Deflection limit ( live load plus dead load) : 1/360. BEAM TYPE WOOD FIR/LARCH 4X #2 COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 1. ,817 . 5 FV 95 .0 Area ;Sq. In. ) 29 2.9* Moment (ft-lbs) 2, 271 .9 FB 875.0 Sect.Modulus 31 39 Deflection ( in) 0 . 17 E 1 .60E6 Mom. Iriertia 38 16j_ Actual Maximum Deflection = 0 .04 inches. Maximum Deflection occurs at 2 . 5 feet. Maximum Moment occurs at 2 . 5 feet. MINIMUM BEAM SIZE (W x H) : 3 . 500" by 8 . 199" MINIMUM BEAM AREA (S(l. In. ) : 28 .70 {,� 1 i1GINAL B E A M A N A Ia Y S I S SHAKE ROOF PREPARED BY: Alan Mascord Design Assoc. , Inc. Portland, Oregon - Client: J.T. ROTH CONST. Proj�ct: 2146 - JOISTED LOWER FLOOR Location: BEAM BETWEEN LIVING RM./DINING Date: 07-21-1994 Calculation By: M.R.R. Comment: USE 4 X 12 #2 D. F. BEAM AND LOAD DIAGRAM ------------------ A A ttl RZ Reaction R1 = 2 , 324 .0 lbs. React. -)n R2 - 2, 324 .0 lbs. Total load = 4 ,648 .0 lbs. Dimensions: Clear span = 4 .0 feet, no overhang. No point loads . No triangular loads. Uniform beam weight= 12 lbs/If (= 43 lbs. total) . Uniform loads: Ul = 1 , 150 .0 lbs/lf at 6 .0 feet to 4 .0 feet. Deflection limit ( live load plus dead I-oad) : 1/360 . BEAM TYPE WOOD FTR/LARCH 4X #2 COMPUTED STRESS/STRAIN DESIGN VAI.. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 2 ,324 .6 FV 95.0 Area (Sq. ln. ) 37 37* Moment ( ft-lbs) 2, 324 .0 FB 875.0 Sectt.Modulus 32 64 Deflection ( in) 0. 13 E 1 .60E6 Mom. Inertia 31 336 c_ i'- Actual Maximum Deflection - 0.01 inches. Maximum Deflection occurs at 2 .0 feet. Maximum Moment occurs at 2 .0 feet. J co MTNTMUM BEAM SIZE (W x II) : 3 . 500" by 10.484" c.v U; MINIMUM BEAM AREA (Sq. In. ) : 36.69 '.)RIGA VAL 8 E A M A N A L Y S I S PREPARED BY: Alan Mascor.d Design Assoc . , Inc. Portland, Oregon Client: J.T. ROTH CONST, Project: 21.46 CHANGES Location: CANT. JSTS. @ K.-rCHEN / HALL Date: 03-03-1994 Calculation By: M.R.R. a{` Comment: USE (2)2X10 #2 D.F. BEAM AND LOAD DIAGRAM PI 1 1 • A R1 R2 Reaction R1. - 242 . 8 lbs . Reaction R2 = 1 , 811 . 2 lbs . Total load 2 ,054 .0 lbs. Dimensions : Clear span = 13 . 0 feet, overhang - 3 . 5 feet. Point loads : P1 = 800 .0 lbs. at 1.6 . 5 feet . No triangular loads . Uniform beam weight_ 10 lbs/If (= 165 lbs . total ) . Uniform loads : UJ. = 66 . 0 lbs/If at 0 . 0 feet 'o 16 . 5 feet. Deflection limit ( live load plus dead load) : 1/360. BEAM TYPE WOOD 2 X 10 No. 2 JSTS. COMPUTED STRESS/STRAIN DESIGN VAL. PIOPERTIES REQUIRED ACTUAL Shear (lbs ) 1, 568 . 4 FV 95 .0 Area (Sq. In. ) 25 25 v, Moment ( ft-lbs) 3 , 265. 5 FB 1 , 105.0 Sect.Modulus 35 35* Deflection ( in) 0 .43 E 1 . 60E6 Mom. Inertia 95 149 F- J G] 4? Actual Maximum Deflection = 0 . 27 inches. Maximum Deflection occurs at 16 . 5 feet. Maximum Moment occurs at 13 . 0 feet. MINIMUM BEAM SIZE (W x H) : 3 .000" by 8 . 422" MINIMUM BEAM AREA (jq. It,. ) : 2.5 . 27 ORIGINAL B E A M A N A L Y S I S PREPARED FOR: Alan Mascord Design Assoc. , Inc. i Portland, Oregon C:l ien : J.T. ROTH CONST. Project: 2146 - OVERLAY Location: BEAM ABOVE VAULTED ENTRY/LIVING Date: 03-03-1994 Calculation By: STEVEN E. BARNES, ARCHITECT Comment: 3-1/8" X 10-1/2" 24F G.L. BM. ATIN"%, 0WIN No.3167 BEAM AND LOAD DIAGRAM Reaction R1 = 4 ,092 . 0 lbs. Reaction R2 = 4 ,092 . 0 .lbs. Total load = 8 , 184 . 0 lbs. Dimensions : Clear span = 12 . 0 feet , no overhang. No point loads . No triangular loads . Uniform beam weight= 12 lbs/lf_ (= 144 lbs. total ) . Uniform loads : U1 = 670.0 lbs/If at 0 .0 feet to 12 . 0 feet. Deflection limit ( live load plus dead load) : 1/240 . 13EAM TYPE LAM 24 F GLJLAM COMPUTED STRESS/STRAIN DESIGN VAI,. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 4 ,092 .0 FV 189 . 8 Area (Sq.In. ) 32 33 Moment (ft-lbs) 12 , 276 .0 FB 2 , 760 .0 Sec:t.Modulus 53 56 Deflection ( in) 0 .60 E 1 . 80E6 Mom. Inertia 294 294* c .. ........ .............. ... . 2 N Actual Maximum Deflection = 0 .60 inches . Maximum Deflection occurs at 6 .0 feet. Maximum Moment occurs at 6 . 0 feet. c� MINIMUM BEAM SIZE (W x H) : 3 . 125" by 10. 410" MINIMUM BEAM AREA (Sq. In. ) : 32 . 53 ORIGINAL. B E A M A N A L Y S I S PREPARED FOR: Alan Mascord Design Assoc. , Inc. Portland, Oregon Client: stock Project: 2146 b" 1C.3 Location: MAIN GARAGE CEILING BEAM Date: 06-28-1993 Calculation By: STEVEN E. BARNES, ARCHITECT D, 0 W 0 N Comment: 5-1/811 X 16-1/211 24F G.L. BM. N 3 162, � , BEAM AND LOAD DIAGRAM rw Pi P2 1-1-0 IN i R1 R2 Reaction R1 = 6 ,894 . 8 lbs. Reaction R2 = 8 , 309 . 2 lbs . Total load = 15 , 204 . 0 lbs. Dimensions : clear span = 19 . 0 feet, no overhang. Point loads : P1 = 440 . 0 lbs . at 5 . 5 feet . P2 = 2 , 240 . 0 lbs . at 13 . 5 feet. No triangular loads. Uniform beam weight= 560 lbs/lf (= 10640 lbs. total ) . Uniform loads : U2 = 168 .0 lbs/lf at 13 . 5 feet to 19 . 0 feet. U1 = 120.0 lbs/lf at 5. 5 feet to 13 . 5 feet. Deflection limit ( live load plus dead load) : 1/300 . . .... . ............ . ........................ . BEAM TYPE LAM 24 F GLUL,'.i COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear (lbs) 8 , 309 . 2 FV 165.0 Area (Sq. In. ) 76 83 Moment ( ft-lbs) 37 ,825. 3 FB 2 , 400.0 Sect.Modulus Deflection ( in) 0. 76 1 195 223 E 1 . 80E6 Mom. Inertia 1 , 800 1,800* Actual Maximum Deflection = 0 . 76 inches . Maximum Deflection occurs at 9 . 5 feet. Maximum Moment occurs at 10 . 5 feet. Size Factor = 0.968 DETERMINING FACTOR MINIMUM BEAM SIZE (W x H) : 5 . 12511 by 16 . 15211 MINIMUM BEAM ARE. 'Sq. In. ) : 82 .78 I A I B E A M t. N A L Y S I S PREPARED FOR: Alan Mascord Design Assoc. , Inc. Portland, Oregon Client: stock Project: 214637Lti' 1.�. ;BX" .3 Location: BEAM @ ENTRY/LIVING CLG. I/ Date: 06-28-1993 \— - • Calculation By: STEVEN E. BARNES, ARCHITECT ' .,"!�`:1'!, MGM Comment: 4 X 14 #1 D.F. OK -SHEAR FACTORED BEAM AND LOAD DIAGRAM • R1 R2 Reaction RI = 4 , 152 .0 lbs. Reaction R2 = 4 , 152 . 0 lbs . Total load = 8 , 304 .0 lbs. Dimensions : Clear. span = 12 . 0 feet, no overhang. No point loads . No triangular loads. Uniform beam weight= 12 lbs/lf (= 144 lbs . total ) . Uniform loads : U1 = 680 . 0 lbs/if at 0 .0 feet to 12 .0 feet. Deflection limit ( live load plus dead load) : 1/240 . BEAM TYPE WOOD: FIR/LARCH 4X #1 COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 4 , 1.52. .0 FV 109. 3 Area (Sq. In. ) 57 57* N Moment ( ft-lbs) 12 , 456.0 FB 1 , 150.0 Sect.Modulus 130 155 Deflection ( in) 0.60 E 1 . 70E6 Mom. Inertia 316 1 ,260 J LL Actual Maximum Deflection = 0 . 15 inches . J Maximum Deflection occurs at 6 . 0 feet. Maximum Moment occurs at 6 . 0 feet. MIN (MUM REAM SIZE (W x H) : 3 . 500" by 16 . 288" MINIMUM BEAM AREA (Sq. In. ) : 57.01 B E A M A N A L Y S I S .PREPARED FOR: Alan Mascord Design Assoc. , Inc. Portland, Oregon `�' Client: stock Project: 2146 Location: FAMILY CEILING BEAM Date: 06-28 -1993 Calculation By: STEVEN E. BARNES, ARCHITECT mm' CWX)N ,� Comment: 6-3/4" X 9" 24F G.L. BM. OKE No-31152 V BEAM AND LOAD DIAGRAM ° � y Pi 1 1 1 R1 R2 Reaction R1 = 2. , 247. . 5 lbs. Reaction R2 = 2 , 567. 5 lbs . Total load = 4 , 810 .0 lbs. Dimensions: Clear span = 15 . 0 feet, no overhang. Point loads : P1 = 1 , 885 . 0 lbs . at 10 .0 feet. No triangular loads. I Uniform beam weight= 82 lbs/lf (= 1230 lbs. total ) . Uniform loads : U2 = 248. 0 lbs/lf at 5 .0 feet to 10 . 0 feet. U1 = 91 .0 Ihs/lf at 0 .0 feet to 5. 0 feet. Deflection limit ( live load plus dead load) : 1/240. BEAM TYPE LAM : 24 F GLULAM COMPUTED STRiSS/STP.AIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL cn Shear ( lbs) 2 567 .5 FV 165.0 Area (Sq. In. ) 23 57 Moment ( ft-.lbs) 1 , 920 .0 FB 2 , 400.0 Sect.Modulus 60 80 ;' Deflection ( in) 0.75 E 1 . 80E6 Mom. Inertia 338 338* c.D Actual Maximum Deflection = 0 . 75 inches. Maximu*n Deflection occurs at 7 . 5 feet. Maximum Moment occurs at 9 . 0 feet. MINIMUM BEAM SIZE (W x H) : 6 . 750" by 8 . 439" MINIMUM BEAM AREA (Sq. In. ) : 56. 97 ORIGINAL B E A M A N A L Y S I S PREPARED FOR: Alan Mascord Design Assoc. Inc. g Portland, Oregonr�ys�'` Client: stock Project: 2146 Location: KITCHEN CEILING BEAM f Date: 06-28-1993 Calculation By: STEVEN E. BARNES, ARCHITECTf{) 5 � , Comment: (2)-2 X 10 #2 D.F. OK ,�y�7+ YIN It^ No.3��"l BEAM AND LOAD DIAGRAM Pi 1 A A 1 R1 R2 Reaction R1 = 658 . 2 lbs . Reaction R2 = 1 ,151 . 3 117s . Total load - 1 , 809 . 5 lbs. Dimensions : Clear span = 12 . 5 feet, no overhang. P^int loads : Pi = 822 .0 lbs . at 10 . 0 feet. No triangular loads . Uniform beam weight= 12 lbs/'If (= 150 lbs . total ) . Uniform loads : Ul = 67 . 0 lbs/lf at 0 . 0 feet to 12 . 5 feet. Deflection limit ( live load plus dead load) : 1/360 . BEAM TYPE WOOD! MULTIPLE JOISTS #2 COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 1 , 151 . 3 FV 95.0 Area (Sq. In. ) 18 24 N Moment (ft-lbs ) 2 ,740 . 4 FB 1 , 006 .0 Sect.Modulus 33 33* Deflection (in) 0.42 E 1 . 60E6 Mom. Inertia 114 132 co LD Actual Maximum Deflection = 0. 36 inches . Maximum Deflection occurs at 6 . 5 feet. Maximum Moment occurs at 8 . 5 feet. MINIMUM BEAM SIZE (IBJ x H) : 3 . 000" by 8 .086" MINIMUM BEAM "EA (Sq. In. ) : 24 . 7.6 01-1 GINAL B E A M A N A L Y S I S PREPARED FOR: Alan Mascord Design Assoc. , Inc. �� Portland, Oregon Client: stock Project: 2146 Location: GAR. CLG. BM. @ MASTER WALL ; _ Date: 06-28-1993 �, -� � • Cal --illation By: STEVEN E. BARNES, ARCHITECT 'i�,A"1, Cr} (;ON,� Comment: 5•-1/8" X 94 241' G.L. BM. OK Y No.31162 ' BEAN AND LOAD UlAGRAM f IV ............................................................... P1 P2 1 1 l 1 1 1 I R� R2 Reaction R1 = 2 , 139. 5 lbs . Reaccion R2 == 2 , 139. 5 lbs . Total load = 4 , 279 .0 lbs. Dimensions : Clear span = 17 . 0 feet, no overhang. Pjint loads : P1 = 550 . 0 lbs . at 6 . 0 feet. P2 = D50 .0 lien . at 11 .0 feet. No triangular loads . Uniform beam weight= 67 lbs/lf. (= 11.39 lbs . total) . Uniform load:a : U?. = 170.0 lbs/If at 11 .0 feet to 17 . 0 feet. U1 = 170. 0 lbs/l.f at 0 . 0 feet to 6 . 0 feet. flection limit ( live load plus dead load) : 1/240 . BEAM TYPE LAM 24 F GLULAM COMPUTED STRESS/STRAIN DESIGN VAL. PRGPF'RTIES REQUIRED ACTUAL Shear ( lbs) 2 , 139. 5 FV 165. 0 Area (3q.In. ) 19 46 Moment ( ft-lbs) 8 ,780 . 4 FB 2 , 400 .0 Sect.Modulus 44 69 Deflection ( in) 0.85 E 1 . 80E6 Mom.Inertia 309 309* ... ....... .. .. .. .. . .. ....... Actual Maximum Deflection = 0 . 85 inches . Maximum Deflection occurs at 8 . 5 feet. Maximum Moment occurs at 8 . 5 feet. ` MINIMUM BEAM SIZE (W x 11) : 5 . 125" by 8 . 975" MINIMUM BEAM AREA (Sq. In . ) : 45.99 B E A M A N A L Y S I S PREPARED BY: Alan Mascord Design ASSOC. , Inc. Portland, Oregon Client: STOCK Project: 2146 Location: VERIFY DINING/LIVING BEAM Date: 02-25-1994 Calculation By: J.R.E. Comment: USE 6 X 10 #2 D. F. BEAM AND LOAD DIAGRAM P1 1 R1 R2 Reaction R1 = 2 ,906 . 5 lbs . Reaction R2 = 2 ,781 .0 lbs. Total load 5, 687 . 5 lbs. Dilr :nsions : Clear span = 10 . 5 feet, no overhang. Point loads : Pi = 720.0 lbs. at 3 . 5 feet. Triangular load: W = 1 ,030 .0 lbs. at 10 . 5 feet to 3 . 5 feet. Uniform beam weight= 375 lbs/lf (= 3937 . 5 lbs . total ) . No uniform loads. Deflection limit ( live load plus dead load) : 1/300 . BEAM TYPE WOOD FIR/LARCH 6X #1 COMPUTED STRESS/S'T'RAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear (lbs) 2 ,906 .5 FV 97 . 8 Area (Sq. In. ) 45 46 Moment (ft-lbs) 8 ,459 .0 FB 1 , 552 . 5 Sect.Modulus 65 65* Deflection ( in) 0 . 42 E 1 . 60E6 Mom. Inertia 245 276 Actual Maximum Deflection = 0 . 37 inches . Maximum Deflection occurs at 5 . 0 feet. Maximum Moment occurs at 5 .0 feet. MINIMUM BEAM SIZE (W x H) : 5 , 500" by 8 . 446" MIN*1MUM BEAM AREA (Sq. In. ) : 46 . 45 ORIGINAL i B E A M A N A L Y S I S PREPARED BY: Alan Mascord Design Assoc . , Inc. Portland, Oregon Client: 2146 Project: Li Location: ROOF BEP.M @ LIVING/ENTRY Date: 03-01-1994 Calculation By: Q.R.E. Comment: USE 5 1/8" X 911 24F GLU LAM BEAM AND LOAD DIAGRAM I R1 R2 Reaction RI = 5 , 032 . 5 lbs. Reaction R2 = 5 ,032 . 5 lbs . Total load = 10 , 065. 0 lbs . Dimensions: Clear .span = 11 . 0 feet , no overhang. 1'o point loads . No triangular loads. Uniform beam weight= 10 lbs/lf (= 110 .lbs. total ) . Uniform loads : U1 = 905. 0 lbs/If at 0 . 0 feet to 11 . 0 feet. Deflection limit ( live load plus dead load) : 1/240 . BEA14 TYPE LAM : 24 F GLULAM COMPUTED S'T'RESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shea: ( lbs) 5,032 . 5 FV 189. 8 Area (Sq. In. ) 40 46 Moment ( ft-lbs) 13 , 839. 4 FB 2 , 760.0 Sect.Modulus 60 68 Deflection ( in) 0 .55 E 1 . 80E6 Mom. Inertia 303 303* Actual Maximum Deflection = 0 . 55 inches. Maximum Deflection occurs at 5 . 5 feet. Maximum Moment occurs at 5 . 5 feet. MINIMUM BEAM SIZE (W x 11) : 5 . 125" by 8.923" MINIMUM BEAM AREA (Sq. In. ) : 45.73 I ',' RIGINAL 90 9 t.f - V>- - G ?5F 40 sF4r0 ?57 t3.5 s'•5 z s7z I V?4-Z est 6rtsox �5 t t c�cp3 � 122 k 33° i11).sa a- tosv ORIGINAL B E A M A N A L Y S I S SHAKE ROOF X. PREPARED BY: Alan Mascord Design Assoc. , Inc. ' Portland, Oregon Client: J.T. ROTH CONST. Project: 2146 CHANGES Location: GARAGE - MULT. JSTS. BELOW MASTER BD/BATH. Date: 09-08-1994 Calculation By: M.R.R. Comment: USE ( 3)2X10 #2 D.F. BEAM AND LOAD DIAGRAM ----------------- R1 R7. Reaction R1 = 1 , 240.0 lbs. Reaction R2 = 1 , 240 . 0 lbs. Total load = 2 ,480 .0 lbs. Dimensions : Clear span = 15 . 5 feet, no overhang. No point loads. No triangular loads. Uniform beam weight= 10 lbs/lf (= 155 lbs. total) . Uniform loads: U1 = 150 .0 lbs/lf at 0 .0 feet to 15. 5 feet. Deflection limit ( live load plus dead load) : 1/360 . E AM TYPE WOOD 2 X 10 No. 2 JSTS. COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear (lbs) 1 , 240 .0 FV 95.0 Area (Sq. In. ) 20 39 Moment ( ft-lbs) 4 ,800.0 FB 1 , 105.0 Sect.Modulus 52 57 Deflection ( in) 0.52 E 1 . 60E6 Mnm. Inertia 251 251* Actual. Maximum Deflection = 0. 52 inches. Maximum Deflection occurs at 7 . 5 feet. Maximum Moment occurs at 7 . 5 feet. MINIMUM BEAM SIZE (W x H) : 4 . 500" by 8. 743" J MINIMUM BEAM AREA (Sq. In. ) : 39 . 34 ORIGINAL o� B E A M A N A L Y S I S SHAKE ROOF ... PREPARED BY. Alan Mascord Design Assoc. , Inc. Portland, Oregon Client: J.T. ROTH CONST. n Project: 2146 CHANGES I I Location: FAMILY RM. MULT. JSTS. FOR FLR. Cc ROOF POINT LOAD Date: 09-08-1994 Calculation By: M.R.R. Comment: USE ( 3 )2X10 #2 D.F. BEAM AND LOAD DIAGRAM P1 1 R1 R2 Reaction RI = 1 , 136. 3 lbs. Reaction R2 = 873 . 8 lbs. Total load = 2 ,010.0 lbs. Dimensions: Clear span = 16 . 0 feet, no overhang. Point loads: P1 = 1 , 050.0 lbs. at 6 .0 feet. No triangular loads. Uniform beam weight= 10 lbs/lf (= 160 lbs . total) . Uniform loads: L'1 = 50 . 0 lbs/lf at 0 . 0 feet to 16 . 0 feet. Deflection limit ( .live load plus dead load) : 1/360. BEAM TYPE WOOD : 2 X 10 No. 2 JSTS. COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 1 , 136 . 3 FV 95.0 Area (Sq. In. ) 18 41 Moment (ft-lbs) 5,737. 5 FB 1 , 105.0 Sect.Modulus 62 62* Deflection ( in) 0. 53 E 1 . 60E6 Mom. Inertia 270 284 Actual Maximum Deflection 0 . 51 inches . Maximum Deflection occurs at 7 . 5 feet. Maximum Moment occurs at 6 . 0 feet. MINIMUM BEAM SIZE ({I x H) : 4 . 509" by 9. 115" MINIMUM BEAM ARFR (Sq. .1n . ) : 41 . 02 ) RIGIIVAL I • B E A M A N A L Y S I S SHAKE ROOF r i PREPARED BY: Alan Mascord Design Assoc. , Inc. Portland, Oregon Client: J.T. ROTH CONST. F11 Project: 2146 CHANGES Location: KITCHEN - MULT. JSTS. OVER SINK & UPPER FLR. LINE Date• 09-08-1994 Calculation By: M.R.R. Comment: USE ( 2)2X10 #2 D.F. I BEAM AND LOAD DIAGRAM P1. 1 1 • • R1 R2 Reaction R1 = 370 .0 lbs. Reaction R2 = 1 , 304 . 0 lbs. Total load = 1 ,674 .0 lbs. Dimensions: clear span = 1.3 .0 feet, overhang = 3 .0 feet. Point loads: P1 = 250 .0 lbs. at 16 .0 feet. No triangular loads. Uniform ream weight= 8 lbs/lf (= 128 lbs. total) . Uniform loads : 02 = 80 .0 lbs/lf at 13 .0 feet to 16 .0 feet. U1 = 66.0 lbs/If at 0 .0 feet to 1.6 .0 feet. Deflection limit ( live load plus dead load) : 1/360 . BEAM TYPE WOOD 2 X 10 No. 2 JSTS. COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 712 .0 FV 95. 0 Area (Sq. In. ) 11 17 Moment (ft-lbs) 1 ,443 . 0 FB 1 , 105. 0 Sect.Modulus 1r- 16* Deflection ( in) 0. 43 E 1 . 60E6 Mom. Inertia 31 4^ Actual Maximum Deflection = 0 . 31 inches . Maximum Deflection occurs at 5. 5 feet. Maximum Moment occurs at 13 .0 feet. MINIMiJM BEAM SIZE (W x 11) : 3 .000" by 5 . 598" MINIMUM Bt;-XM AREA (Sq. In. ) : 16 . 79 -) � IGINAL B E A M A N A r, P S I S SHAKE ROOF PREPARED BY: Alan Mascord Design Assoc. , Inc. L Portland, Oregon Client: J.T. ROTH CONST. Project: 2146 CHANGES Location: KITCHEN - MULT. JSTS. OVER SINK/D.W. Date: 09-07-1994 Calculation By: M.R.R. Comment: USE (2)2X10 #2 D.F. BEAM AND LOAD DIAGRAM P1 4 1 • • R1 R2 Reaction R1 = 841 . 5 lbs. Reaction R2 = 723 . 5 lbs. Total load c 1 , 565.0 lbs. Dimensions: clear, span = 1.2 . 5 feet, no overhang. Point leads : P1 - 590. 0 lbs . at 5 .0 feet. No triangul�;Y loads. Uniform beam weight= 12 lbs/lf (= 150 lbs. total) . Uniform `oae.s: U1 = E6 .0 lbs/lf at 0 . 0 feet to 12 . 5 feet. Deflection limit ( live loac; plus dead load) : 1/360 . BEAM TYPE WOOD 2 X 10 No. 2 JET:3. COMPUTED STRESS/STRAIN DESIGN IJAL. PItGFLRTIES REQUIRED ACTUAL Shear ( lbs) 841 . 5 FV 95.0 Area (Sq. In. ) 13 25 Moment ( ft-lbs ) 3 , 23"2 .5 FB 1 , 105.0 Sect.Modulus 35 35* Deflection ( in) 0.42 E 1 .6OE6 Mom. Inertia 123 147 Actual Maximum Deflection = 0 . 35 inuhims. ,A Maximum Defle^tion occurs at 6 .0 feet . i'- Maximum Moment occurs at 5 . 0 feet. m MINIMUM BEAM SIZE (W x H) : 3 .000" by 8 . 379" LD MINIMUM BEAM AREA (Sq. In . ) : 25 . 14 1• B E A M A N A L Y S I S SHAKE ROOF PREPARED 9Y: Alan Mascord Design Assoc. , Inc. ' Portland, Oregon Client: J.T. ROTH CONST. project: 2146 CHANGES XX Location: NVOK - BM. FOR FLR. & ROOF LOAD Date: 09-07-1994 Calculation By: M.R.R. Comment: USE 5 1/8" X 9" GLU-LAM 24 F BEAM AND LOAD DIAGRAM P1 P?. ! 1 ------------ 1 1 ! • A R1 R2 Reaction R1 = 3 ,617. 6 lbs. Reaction R2 = 3 , 322 . 2 lbs . Total load = 6 ,940. 0 lbs. Dimensions: Clear span = 9 . 0 feet, no overhang. Point loads : Pi = 1 ,600.0 lbs . at 2 . 0 feet. P2 = 590.0 lbs. at 7 . 5 feet. No triangular loads. Uniform beam weight= 400 lbs/lf (= 3600 lbs. total ) . Uniform loads : U2 = 150 . 0 lbs/l.f at 4 .0 feet to 9 . 0 feet. U1 = 200. 0 lbs/lf at 2 . 0 feet to 4 . 0 feet. Deflection limit ( live load plus dead load) : 1/360 . BEAM TYPF LAM 24 F r.,LULAM COMPUTED STRESS/STRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear (lbs ) 3 ,617 . 8 FV 165.0 Area (Sq. In. ) 33 41 Moment ( ft-lbs) 7 ,671 . 1 FB 2 , 400 .O, Sect.Modulus 38 53 H Deflection ( ir.) 0 . 30 E 1 . 80F6 Mom. Inertia 211 211* J a, Actual. Maximum Ceflection - 0. 30 inches . LL Maximum Deflection occurs at 4 . 5 feet. Maximum Moment occurs at 4 . 0 feet. MINIMUM BEAM SIZE (W x H) : 5 . 125" by 7 .906" MINIMUM BEAM AREA (Sq. In. ) : ^.x.: . 52 JRIGINAL B E A M A N A L Y S I S PREPARED BY: Alan Mascord Design Assoc. , Inc. Portland, Oregon Client: J.T. ROTH CONST. Project: 2146 CHANGES Location: CANT. JSTS. @ KITCHEN / HALL Date: 03-03-1994 Calculation By: M.R.R. Comment: USE ( 2)2X10 #2 D.F. BEAM AND LOAD DIAGRAM P1 1 1 R1 R2 Reaction R?. = 242 .8 lbs. Reaction R2 = 1 ,81.1 .. 2 lbs. Total load = 2 ,054 .0 lbs . Dimensions: Tar span = 13 .0 feet, overhang = 3 . 5 feet. Point loads : P1 = 800. 0 lbs . at 16. 5 feet. No triangula, loads . Uniform beam weight= 10 l.bs/lf (= 165 lbs. total ) . Uniform loadF, : U1 = 66 .0 lbs/If at 0 , 0 feet to 16 . 5 feet. Deflection litr,it ( live load plus dead load) : 1/360 . BEAM 'TYPE WOOD 2 X 1.0 No- 2 JSTS. COMPUTED STRESS/oTRAIN DESIGN VAL. PROPERTIES REQUIRED ACTUAL Shear ( lbs) 1 , 568. 4 FV 95.0 Area (Sq. In. ) ?5 25 Moment ( ft-lbs) 3 , 265. 5 FB 1 , 105.0 Sect.Modulus 35 35* Deflection ( in) 0 .43 E 3 .60E6 Mom. Inertia 95 149 .a Actual Maximum reflection = 0 . 27 inches. LLMaximum Deflection occurs at 16 . 5 feet. -� Maximum Moment occurs at 1.3 , 0 feet. MINIMUM BEAM SIZE (W x H) : 3 . 000" by 8 .427." MINIMUM BEAM AREA (Sq. 1.n. ) : 25 . 27 ORIGINAL PLAN CHECK FEES, LIST PLAN CHECK #11-139- PERMIT" #�,�G� D ti 2 DATE a7OnADDRESS /�ti50 Sw b' �jf'� TAX/MAP/LOT.2S/ /VpD- W6'0 2 / SUBDIVISIONWou,, r IAT # ;� LAND TTSE VALUALATION /�3 yJ �( �SETBACKFRONT REAR. 2cJ LEFTAVR.IGHT_. U WORK CLASS_S HE:GHT�_ TOTAL AREA `� J USE TYPE .S f FLOOR LOAD 41 1ST l o J 4 CONST TYPE HEAT TYPE Gas 2ND q'J OCCCUP GROUP-3 DWELL/UNITS 3RD ! 3 _ OCCUP/LOAD — # RED ROOMS BASEMENT _. # STORIES # BATHS GARAGE PFCRMIT # DESCRIPTION AMOUNT AMOUNT PD DAL DOE BUILD PERMIT FEES S 5 V 3 PLUMB PERMIT FEES 2 - 2Z L" — MECH PERMIT FEES 4 3. 17 STATE BUILD. TAX(5%) _�c,•5br - Uu'� BUILDING 2 I. , , PLUMBING 11 t ME(TIIANICAL___2.,i PLAN CHECK FEES . 13 J-3 3 BUILDING _3.5 2 . 9 PLUMBING MECHINICAL / 0 � SEWER CONNFfTION � SEWER INSPECTION STREET SYfSTEM DEV STORM DR JNAGE SYS rt PARRS SYST6°Irl DEV v~i EROSION P11RNIT > EROSION PLAN USA --- ' ►� ERSOION PLAN COT J TOTAL c� w J City of Tigard PlanckJRec. 13125 SW Hall Blvd. Tom- OR 47223 '� PLUMBING PERMIT APPLICATION MECHANICAL PERMIT MINIMUM$25.00 PERMrr FEE+biT. SURCHARGE APPLICATION _ New Skrgle FamNy Residences tardy I T"3A Mectonicw Coda OTY PRICE AMT p 1 BATH HOUSE 6140.00 ❑2 BATH HOUSE:195.00 1) PrrNit Fee -0- -0- 10.00 ❑3 BATH HOUSE 6225 00 Fee nciudes rr pkmbing 6*mes in fm dweirry aM the kA 100 feet Perm4 3A0 of waft setvical samtory sewer=W dm.. sewer. See foes:below. CITY PRICE AlYtr 1) buL dkm a vents 600 Serle 1 9.00 l rvatxy c 9.00 23 k%L A:scts A 7.50 Tub at TublShower Cw b. 9.00 -Ftaumwe Showw Ov* 9A0 :4hK wart &W VA" Cbset 9A0 '-- 4) .r f%ar r.w"w has" SIM Qsk raster i 9A0 _ S) pwook 3.00 YMasirinp Ma t*w i 9.00 a Floor Dmir 9.00 q erseiq,abeorp6m w* 6-00 -- - walsr f"eslsr.- 9100 or� pump. Riom Tray 2A0 7} k®3 HP ebeap tow t00K BTU Sm l.erardty - Dow,or comp,imed pump.rw Urlyd : 9- 4 a-ts INP at I unit b.900K BTU 1100 Odw Fb*xes (SPecifY) ej coffl�p. pLmv co 9A0 0, 1640 HP 01, amt S1 Ni BTU 1s.00 9A0 -" or comp.I OR tsrma w toy 30 0 HP dbeorp unit 1-1.75 nA BTU 22M 9.00 «camp, sir. -pump.ow COWL Sewer 1st jw 3 11) s 50 HP trbserp urrit 1.75 Ni BTU 37M Sewer-a&Addt Tom, - -200 i2 'x.cw u-m 40 Ylfabr Service 1st 100' � 30M _ "—fir iwnftv 1Marr Swvioa K Add* 2W - 2S00 14 10.000 CTIA• 730 Skxm i Rain Drain 1st 100' 30.00 empowe COGMr 4.50 Sturm L Rein Drain Addi< 104' - 25.00 Mobib Home Spwla 25A0 skrpM dMkt C/ 300 Bads Flow Prevwdion � - Device or A-6Pblk16nn 084,109 / 9A0 ti) fowl"d.d in.ppb.nas pomik 450 - -- � Any Trap or 11Yasie lit 119) 7) owdwnical eedrsust 4.94 1{. ' ) Cannecasd b.Fbdum 9.00naca"Basin 9-00 s) "m irwraw 30.00 kup- of Exisi Pker"n 40.0 .w 4.50 cfSpecWy m 40.00Rv hosow.sotw.ciot-s drivers N� Rain rk in. sip% farNy dweirr9 30.00 2q Ga pVwV arm b four otdkft 200 Resid&*W Wmift I pmvsr - -- dev bw Moo 21) Mde fmn leer arrJet _ , _ preremflom device J — tirkar..F«tz w SUBTOTAL i J _ -%N*ntan F":25.04 SUBTOTAL 7 s%SURCHARGE PLAN REVIEW 25%OF SUBTOTAL C> 5%SURCHARGE Z 1 TOTAL Pt-#X REVIEW 2S%OF SUBTOTAL TO?AL ftmW C M" . DEPAR.'MENT OF LAND USE&TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION 155 NORTH FIRST,HILLSBORO,OR 97124 COUNWi INSPECTION REQUESTS: 503/640-3561/693-4415 OREGON XXXXXXXXX--> 640-3470 Cage 1 oz 1 Date 04/28/95 Time 12 : 33 F rmi.t Type Residential Electrical hermit Permit # 050670513 P('r rmit Status APPROVED Applied 04/28/95 Sl-..us Address 16659 :)W 90TH AV 'i'1 Issued 04/211/95 f'r xlallt 'Title tit-! - NEW HOME Sart\l i('fJ Completed !Ie.rmit oescr , To expire : 1J/25/9b Llr�_) 0Ct Title: SFR - NEW HOME S!;RV10E Project. # 10049b37 Pz c)_ject Uescr .. * fi;R0 biQN Parcel Number LS 1'1'1 - Land Use District : Vai.uation U Leq�.l Descr . er 1N;Ph;C"'T1UN - 'ViGARD Construction U'TH /\ ;piicant Name BEAR ELECTRIC iNc' classification 'TUU I,, plicant Ad'.,:x . : 610 BuX 389 Occupat;cv R3 DONALD c.itr' 97020 Validated by MJF AI.,plicant Phone : 6 /f?-'.355 inspector Area : t''ee description Units Fee/Unit Ext fee Data - ------------------------- ------------------------------------------------------- •quare Footage (Enter Sq. Ft . ] 3000 210 . 00 ,-.Iubt.otal Eiectr ic..a1 E ees : 210 . 00 ,tate SL r cE' arge (-)f 5l, 10 , 50 'notal. E✓.i sct..r ical Feet-i.- 220 . 5U *** Fees Hequired ** r *** Ft-os Collected tx Credits -* Method Check # Receipt. No, Date Payment CK 1184Y (14/28/95 2:!0 . 50 TOTAL 'THIS DA'.)!E 220 , 50 Nees : A t lustments : C.lo 'Total C,'redits : . 00 1'r,t:ai Fees : L2f) . `aU 'Tota' Payments : 220 , 5U Balance Due : , 0U ,^1 NOTICE: This permit becomes null and void If the work or construction for which It Is Issued Is not^om:, .iced within 180 days. Once construction has started, the permit becomes null and void If construction Is Interrupted fnr a period of 180 days. I certify that the Information presented by the aopllcant and his agent or agents in support of this permit Is tr!v and correct to the best of our knowledge. I acknowledge that the Building Cepartment's reliance upon falee and misleading Information rimy Invalloate this permit. All provisions of applicable laws and ordinances governing the construction and u.e of this building or structure will be complied with whether or not specified on the plans o-noted on the plans correction sheets. I acknowledge that the granting of a permit does 1101 grant authority to access private property or to use eas,-menta. I further acknowledge that the use or occupancy of the stricture or buiidinq permitted depends upon my calling for Inspectlona at various V,nes dining the process of construction and the building Inspection staff verifying compliance with the various codes. Use or occupancy of the building or structure permitted prior to approval by the Building Department Is solely at the risk of the applicant and such use or occupancy Is revocable until all Inspectlnn requirements are satisfied am: approval Is given by the Building Official 1:urther acknowledge that a lien may be placed on the title of the property upon which the permit Is Issued specifying that the use or occupancy of th,building or structure Is provisional and isvocable until the satisfaction of all Inspection requirements. APPLICANT'S SIONATU145 ry WASHINGTON COUNTY C I C f%-r r21� A I r%t' — Department of Land Use&Transportation MARY I IMIT Electrical Inspection Section pER/2 155 North First Avenue,It35G-12 7 NQS �PP��c�fvre/ !S roti /+ Un Information: (503, 640-3,70 Fax: (503 ) 693-4412 Nrf yr ew PES r f F� PLEASE PRINT ' Tf/tl (.f'f!Lr4lC /S Ejl/GLOSED. Please • • sections, • • Aloti6/ V0,44-6-Y' LoLE4t.�IG G/1 r Gl�vA,t y _ ,C /¢'OO�r�4 1. Location of installation �wr 7��y ,r,� /(p GpA/GL,� Wr/LrNG' clow Address_, /�y SW y0 f/`fVE " armit allowed Building 14 /1-1 FNA x6,awG City _��Gi'I/L`1` Suite No. L6 Me Sum Gou�O you /os sre�y G4 T>nant Name ,4 f 61/ -(3 ss 45 SrwN /f-1 fiVrS f commercial) --- - f S /4 o G EsSr0 ? 1'911 G/.JS i1 =�l r� 4 Map No._- Tax Lot - 5,4,,X1 No f,r"c _72"Nk 'lou t o /rfucm Fon Thomas Map Book. Page: 6155 Section: -_ ptYr�l+r<,t *VV YP" K914-'- Directions _ SIN49'&et N� ryARfy,tLc•fN , 2 Commercial❑ Residential B. Services or Feeders Installation,alterations or relocation 200 amps or less $60.00 2 2a. Contractor installation only: 201 amps to 400 amps $80,00 2 2 401 amps to 600 amps $120.00 _ 2 Electrical Contractor 64 CLE(ZA- ,14, I N L. 601 amps to 1000 amps $180.00 2 Address v. _Q�r 3 e t Over 1000 amps or volts $340.00 _ __ 2 City State _ ZIP tip Reconnect only -- $50.00 - Date—l' ,7-9S Job Number Property Owr::r 1-, /6fw l.onlSTi2ur�io�__ C. Temporary Services or Feeders Contractor's License No. � [Q7C" - Installation,alteration or relocation Contractor's L�3ard Reg. No. 1011.1 __._____ 200 amps or less $50.00 2 201 amps to 400 amps _ $75.00 Signature of Supr. Elec'n 401 amps to 600 amps ___ $100.00 _ ��! ''� c' �'r' -- Over 600 amps to 1000 volts see"B"above i' License No._:;fso' L_ _ Phone Na. . (p�Q-l,�.,�5" D. Branch Ctrcults 2b. For owner installations: New,alteration or extension per panel a) The fee for branch circuits with Print Owner's Name one o, purchase of service or feeder fee. Each branch circuit $5.00 ��_�_.� 2 rear b) The fee for branch circuits without purchase of servlca or feeder fee. Z`hy` State P First branch circuit _ $35.00 _ < Each add ril branch circuit,_ $5.00 The installation is being made on propert; 1 own E. Miscellaneous(Service or Feeder not included) which is not intended for sale, lease or rent. Each pump or irrigation circle $40.00 Each sign or outline Ilghtlnq `.r_ $40.00 2 Owner's Signature —__.—__.—..___- --_ __- _ Signal circultls)or a limited energy panel,alteration _ 3. Plan REnview section (if required) or extension $40.00 1 V1 Please check appropriate Item and enter fee in section 5B. F Each additional inspection over the allowable 4 or more residential units in one structure in any of the above ►�- Per Inspection $35.00 __.Service and feeder, 800 amps or more Per hour $55.00 --_. _System over 600 volts nominal In Plant $55,00 Liessifled area or structure containing special Lo J iccupancy as described in N.E.C. Chapter 5 5. Fens Submit 2 sets of plans with application where any of the A. Enter total of above fees $ �• a above apply Not required for temporary construction Surcharge (.05 X total fees) $ /O. Fa services. Subtotal $ tea o 1"is permit brcomes null and%old if the w<rk authorized by the permit is B. Enter 25°o Ot line A for not rommenced within 15j days from date of issuance of r.uch permit or plan Review if required (Section 3) $ If the work authorized Is suspended or abandoned at any time after work Subtotal $ ' S� is commenced for a period of 150 dols. Electrical Permits are r»h• r $ refundabia and non-transferable. U. Trust Account _._ For Inspections .all Balance Due $ 681-3699 or 681-3698 ----- 240haur recorder, one working day In advance of need arse • sres WASHINGTON COUNTY I� Department of Land Use &Transportation _ __,...�. .i.• ■ Electrical Inspection Avenue, Section APPLICATION 155 North First Avenue,#350-12 Hillsboro, Oregon 97124 Information: (503)640-3470 Fax: (503) 693-4412 PLEA P R Permit C G - ✓ _- 7059- Date completePlease . throughNumber 1. Location of installation 4. Complete Fee Schedule below ��j�sy $ � ,/ Number of inspections per permit allowed Address, —_�tl_ 1�- _ _/�ltE_• _ _-_ Building Service included: Items Cost(ea.) Sum City ��G%12p Suite No. Tenant Name A. Residential-per unit L (if commercial) _—___— - ----- 1000 sq.ft.or less - $110.00 • �O' 4 Ma No ---- -Tax-_Tax Lot Each additional 500 sq,ftp P or portion thereof $25.00 Thomas Ma Book: Page: � 05 Section:� Limited Energy $2s.00 -_ 1 I' g Each Manuf'd Home or Modular Directions___,.____ Dwelling Service or Feeder —_. $68,00 Alt4sL4Ar3 �EK��vp ?�1C�12�. �rGK fc Nom_ B. Services or Feeders Installation,alterat'ons or relocation Commercial❑ Residential 200 amps or less -- $60.00 2 2a. Contractor il1Si.-ation only: 201 amps to 400 amps $60,00 — 2 Electrical Contractor 401 amps to 600 amps $120,00 2 601 amps to 1000 amps $180.00 2 ,,ddress �, o._ 0 8 Over 1000 amps or volts $340.00 2 City - Don;4-e n State.®_ ZIP_ .V2-V Reconnect only __ $50.00 _ 2 Date I-L7-9S Job Number Property Owner - T , 4 f W amV 1,T2uLJOAN C. Temporary Services or Feeders Contra:tor's License No. If -_1,07 C_ Installation.alteration or relocat� Contractor's Board Reg. No. .112 17 _ 200 amps or less $50.00 �� 201 amps to 400 amps $75.00 2 Signature of Su r. Eledn _��_= ' ��-C��Y 401 amps to 600 amps $100.00 _ 2 9 P Over 600 amps to 1000 volts see"B"above License No.j -2—SPhone No. �j�if S _ D. Branch Circuits 2b. For owner installations: New,alteration or extension per panel al The fee for branch circuits with Print Owner's Name —Phone No.- purchase of service or feeder fee. Each branch circuit $5.00 2 AR—ress b) The fee for branch circuits without purchase of service or feeder f?e. Gi1y --- State Til) First branch circuit $35.00 2 Each add ril branch circuit $5.00 2 The installation is being made on property ! own E. Miscellaneous(Service or Feeder not included) which is not intended for sale. lease or rent. Each pump or irrigation circle $40.00 - _ 2 Each sign or outline lighting _ $40.00 2 Owner's Signature Signal circuit(s)or a limited energxr panel,alteration 3. Plan Review section (if required) or extension $40.00 Please check appropriate item and enter fee In section 5B. F. Each additlatial Inspection over the allowable n 4 of more residential units in one structs re In any of the shove ► Per inspection $35.00 Service and feeder, 800 amps or more Per hour -.- $55.00 _System over 600 volts nominal In Plant -- $55.00 — - _Classil;ed area or structure containing special occupancy as described in N.E.C. Chapter 5 5. Fees 1 Submit 2 sets of plans with application where any of the A. Enter total of above fees $ 1�L�• ° above eppiy. Not required for temporary construction 5% Surcharge (.05 X total fees) $ 10, 5-0 services. Subtotal $ 224 This permit becomes mill and void if the work aulho,'red by the permit Is B. Entei 25% of line A for not cornrnencri within 1 no days(tom date of issuance of such permit or Plan Review if required (Section 3) $if the work authorised is suspended or abarrdnned at any time after work Subtotal $Z �, So mm is commenced for a period of leo days Electrical permits are non- !^J refundable and non-transferable LJ Trust Account For inspections call Balance Due $ �t ,v' 3`0 681-3699 or 681-3698 24haur recorder, one working day In advance of need BL28 • 3195 L11 DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 155 NORTH FIRST, HILLSBORO, OR 97124 COUN'T'Y, PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 Permit # : 05067058 Project # : P0049537 StatuL APPROVED Page 1 oz. 1 Applied : 04/28/95 Issued 04/28/95 Expires 10/25/95 05/02/95 RESELEC Permit. Title SFR - NEW HOME SERVICE OTH Description Begun : 04/2P/95 Job Address 16659 SW 90TH AV TI Owner Name INSPECTION TIGARD Region 0 Applicant Name BEAR ELECTRIC INC Phone number 678-1355 Valuation : 0 Approved Inspector Comments . Rejected_ .._ IVI- RESULTS REQUEST ERROR Plumbing Mechan i cal __ E l e c t r i c a l t ructruaI G-neral r,spRr,t e i by ___.... _ Date �ispec-t i•:n RNquNst ed Cover & Servi(-e 0403 E AF DN I1" 05/02/95 RI R11VR 24-1070 C E 95 RI RIIVR 24- 1070, C E 05/01/95 DN I{; DNIVR I,I1T7 1 8.) DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 ++; COUNTY 1b5 NORTH FIRST, HILLSBORO, OR 97124 PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503%640-3561 or 693-4415 Permit. # : 05067059 Project. # : P0104953%7 8tat.us APPROVED Pad v 1 of I Applied : 04/28/95 Issued 04/28/95 Expires 10/25/95 05/01/95" 05 : 01 RE:'1ELEC Kermit Title SFR NEW HOME: SEkVI(!E OTH Description berjun : 04/28/95 Job Address 16659 uW 90TH A11 TI Owner Name INSPECTION - TIGARD Region 1.) Applicant Narrate BEAR ELECTRIC INC Phone number 678-•1355 valuation : 0 Approved_—,____ Inspector Comments . Reject.ed�_�i,.. IVR-RESULTS REQUEST ERROR ' Plumbing Mechanical Electrical : Struct.rual :_ T n s p e r.t e d by : .__ — Date : 1,nspAction Roquosted: * t'nver 0403 E AP \ DN IVR 05/01/95 RT RIIVR 24-1070