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Plans i I I'l Rd et Lle :) \10 1 k--.\ l. l ■ 0 `l : <' i1 iA yp , a5 aq x Ei This permit does not authorize the violation of any \ CAN rights of holders of private easements. The ap- plicant is urged to contact any such parties and „ �j� r secure thier approval before commencing work. 0 `; I . 1�Ct �C ARPc, rcr LIAB ILITY t �!�J �/ The City of Tigard and its employees shall not be responsible for discrepancies • which may appear herein. i / . . CITY OF TIGARD A pproved Conditionally Approved ) For only the work as described in PERMIT NO. Bvif 1CADO - OI & 7 See Letter to: Follow ) Address shall be posted Jo Address>tI ?gip �_ < <<• B RYA t _ ' i',g- \ B %! A Mach Date - .�'X -OS- and visible from street. ` � l ■ .. __________ __________,. Approved plans ( Ra40 shall be on iob site. OFFICE COPY l I`1gC7 cic( 1 t�,, �<<<1�� - tic �;u OR, f — al ul , .3._thh riNg - �, _.��►�..._�...�!�_.4d_.��a.�_ Asa.._. ...�� �.��_...._.�?c____._ ` 5 5 __._.ZS..1a GI ue Lp mb / lid - -__7 L.Pz.viss CLx9 ON LA. 'T4M5S 6X� Pt POST - R4p ' 2 �,s�ft.,rr - c C uvv n C , @ z TG z o �� o -n U u u 1 U) N O 1 I l X N$ cnd iy2ete Th 0 0 ifi 14.... RcBAa T Mzc, 44+ . - Q 4- PP- Z cOA,C Qg ` aes.1,01 4 , pc+37 5 • ( a C ' 1. a .< 5% x I X , .S!_ z bear 5unQemat,►. -- -- 5!-1.._X- .6..._.. -__ HOAgtat.-. <r p 4R M 1 4 1 a A c7 4 RAC S ...IN S "he.%c.T -ra'n/ S C11.6 Q t - — - - -- -- 1 , .34x4g FcciTiN3 • 1 `'C 0 " N J 7 2 0 c L7 co w O Canby Builders Carport , 3112 Pitch i 12" Overhangs • o '" i A 2x4 Walls • O T — O i ur i O rT m ■ O c.) a H J O i AS a i G c i _ 4 N L m O . U7 r. • 20-0-0 .. V P w 01 1 Roof Loading Account Canby Builders S E_ P •Oregon Truss TC Live: 25.00 psf Job: 506241CBS o ▪ OR P.O. Box 5787 TC Dead: 7.00 psf Designer. Peggy Gleason - Salem OR 97344 -5787 BC 0.00 psi Checker. w N j� BC Dead: 10.00 psi Date: 06 -28-05 m � � Phone: 503 581 8787 TC strew lnc 1 5.00 N N FAX: 303 399 8787 BC stress Inc: 15.0U r. o spacing: 2 0- 0 or.. • 411 • .• , • 00/28/2005 1111? 9:25 FAI .. • I'oi11', Builders Qjuu3iuu OW) mar: I quail Typo Span P1 -H1 Left OH Right 011 I Bn`Inealog 50624ICDS l A 10 TR 200000 3 1- o- o 1- 0- 0 T030GI666 uo Jp5U6741CaE N. Aililre09 - ' . ,.9- HO I ll P Hu .: -1a T 1.I,le - .� �- 1.1r1f, 2 -0.11 �� � `` ``r f f_ - l � J"J"-: - ' rl Inc- woos • Wila1 1. 100 R, 50! .P. 110 7, 11� A 51 w 1 .-. - 5 -4 -4_- -- 10-0-0 1E9 - 3 200 -0 _- _3o -o : a . 1114 PtnTIP Pad U+Cr90 . 3ua1. 0.905' • I' Robbins rneireoring. ;..c. /endow Plus"' APPROX. TROT/ W1I ®T. 102.1 DUB Neb■ Mind Loads - ANSI / ABCS 7441 5 -D 0.25 636 C Truss is designed as a Main Online Plug -- version 17.7.012 D - 0.26 556 T Nlad -Foroa Resistance System. AVM DATE, 74- ,NB -0S n -r 0.28 616 c Bind [Woad: BS mph Bean Boo! Knight: 15 -0 CBI -Bias- - - -- Lumber - --- 41. Oeil - 0.15" in A - L/999 Irpnaure category: C TC 0.12 2m 4 RF -0111 TI. Oetl -0.35" in A -D L/666 Occupancy Factor s 1.00 BC 0.67 2x 4 617 -411) Shear // Orsin in A -R 0.27 Building Type: Rnalosed NB 0.25 2x 6 SOTO Lena location: Bxtorior Plates for each ply each lave. TO Dead Load : 4.0 pst Braes trues as follows: COBfOkMS TO UDC AND IBC. BC Dead Load , 6.0 psf , 0.C. From To PLAU VALUIS BABBii ON Max coop. force 2391 Lb. TC Cont. 0- 0- 0 20- 0- 0 PBS 691, VOA ROBBINS Quality Control :'actor 1.28 BC Cont. 0- 0- 0 20- 0- 0 SNOIBDBRIBL, INC. • r Plate - LOCH 20 0a, Orose Area' FABRICATOR NOTES: I Loading Live Dead (ref) Slate - ABS 20 Oa, dress Area 1. It overbange are 2peoitied, TC 75.0 7.0 Plate - ABS 20 Oa, Oros. Area Willa deaign may be built BC 0.0 10.0+ Jt Type Pit Oise I I 451 with or without aysrhangs• Total 39.0 17.0 42.0 A LOCK 3.0x 6.0 Ctr Ctr 0.56 spacing 24.0" B LOCK 1.5x CO Ctr Ctr 0.90 Lusbar Duration Factor 1.15 B LOCK 4.0x 5.0 Ctr Ct. 0.67 Flats Puretion Factor 1.15 If LOCK 2.5x 6.0 Ctr Ctr 0.50 IC ibe1.15 beul.10 Ft =1.10 C LOCK 3.0x 5.0 Ctr CCs 0.66 BC Fb.1.10 Fc -1.10 Ft -1.10 D LOCK 3.Ux 6.0 Cts Cts 0.65 Plus 4 Mind Load Casale) • Plus 1 UAC LL Load Caee(e) 15712010 BYt Robbing Engineering, Inc. Jk React Uplft Side Aeq'd PO Box 280065 Lbs Lbs In -DA In -BA Tampa, r7, 33682 A 908 140 3- I 1- 6 He . 38 5EF51 TO 50)810S DUO, OBBBAAL T � n I� a, mm Dca n�7 141 mu ThoA.Aibai C 908 140 3 - I 1 - 5 N0759 AND Ssanely BOLS sanely sort na�et+: $.0 t00il.Tatp1, FL 1161) Ha ■ -36 ADDITIONAL OPBCIFICATIONB. ' .r. 'T..,, /..'0).- r .. Msabr CBI P Lbs Axl- CBI -Dnd NOTBS: 1,1- ;'''.0 h Top Chords Trusses Manufactured by. . . A -s 0.32 23,1 c 0.06 0.26 Oregon Truss 11 -I 0.20 1770 C 0.19 0.01 Analyaie conforms Too ' ' If i IA -r 0.20 1770 C 0.19 0.01 AASI /T)i 9! & 02 T -C 0.72 3191 C 0.06 0.26 ON Loading . . i ° • Bottom Chord.- Soffit pst 2.0 . '; i`' , A -D 0.67 2325 T 0.32 0.30 Design ch.sc .d for 10 paf non- /A 27r � W j • • . D -C 0.47 2320 7 0.37 0 10 coecurrene LL on BC. 1r ' I /(a"1 • a 7 s• Js' tLACKAI�nAS COUNTY BUILDING DEPARTMENT ' APPROVED AS NOTED JOB SITE. COPY PERMIT NO. 50 / ate. 7 ©6 Approved plans and specifications • shall be kept one the job site DATE '� / y`� d 6 when work is in progress. BY • • • •