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Plans (37) }' January 18,2011 BC Custom Homes 12:7 4,0 S N/Cr t..4 c-t S R LJOI C)if Doug Weeks 410 High Street MS-1-2-t.,"i0 aQC., 1 S7 Oregon City, OR 97045 City of Tigard ifSubject: Liebreich Residence Appr,/, • Plans Modifications to residence By f UTF Job Number: 11-004 Dear Mr. Weeks: REVISION x This office was asked to modify the plans to add a new bonus/storage room at the upper ,0'' -- ; r level that was previously a lower roof. This included modifying the upper floor plan, roof trusses and framing,as well as the upper floor � pne framing. Attached are the revisions to ' those plans,as well as the revised elevation. Also,a further analysis was necessary to determine if the upper floor framing was still adequate with the additional floor loading. It was determined through analysis that the upper floor framing,specifically over the garage as previously designed and specified is adequate. One additional 5 1/8"X 15"glulam will be required under the upper level floor plans. We have also concluded that no additional lateral supports were needed, wind loading did not increase,and there was a minimal and insignificant increase seismic weight. As specified above,and as drawn on the attached drawings,we conclude that the general framing of the structure is sufficient to adequately support the new addition,with the new beam and modified framing as shown. If you have any questions please do not hesitate to contact this office. OFFICE COPY Respectfully, le UTF Consulting 1 eoffrey right 1 457 ' ) Principal i ox Encl. (5)pages �� r 09 �cti ' r`� i- ''1:Y D. \4\ts ( (bi (t Els E_ _.6,130-/T271 . I ri UTF Consulting(P)503-522-2849 (F)503-848-4695 geolkiputic'n ultina com 17740 SW Florence St,Beaverton,OR 97007 • U , ,,� ---- __ - - - I r III lEdi LT — T pli ff .N.Ef-ii L rT -i 90��e 1'122001 1 3000; I I rc 1 pi it 6. I LL ' J1 1 • ,________________ r ll! 1 tr7f-1_-_- ' I ~-02_I L 200� r -- - • -= I --- - -i1, iI L I I _--�__ __ ___-___ lI I t Iii r L —t I ! 4 I 1.. ` - -_______ I In 1 FRE-ENG - I I TRUSSES �• oz. - -—III I _. --�_ - `? I I G( __ -- _ ___. q i l i t I I I Q SSS - n- - --III I I - f _ G +1 2 � i ----__ il....0 + II p 1 Fr _____ ______:___ _.,, ..._ ____ I ii! I I _I _ i � ; _ I I 11 I I I i Imall . i T S 24• p 1 t _ ll 1 I t - i� ,__...______________________ , MI 27„, .4, ,,,...2_ ..,,, ;n n ' .-4. 1 .....—........6-----=----.............., tu.i.c.... .,14.—to.-4- LIKEN -CARPET tt . it • .iiii;PA . ma .... TUB ill .- 4I-MI a 111 2..1 „.....„_-_5'.10 3/81 1 1 I IIDIN It. er- L J „, A _ _ __ r_______:.• • -"Fir— 'i I_Li , 22000 FURN. RN. -V' • I I' 41x5I "Il i 1 1 1 ELEVATOR 4 I 6„.0...........—„,e- ; 51-61c-A\ '6:ir--------.._._ 5/0 ;.- I r, 1 1 1 ' / 43.68. 4— , ilitc, x tt 0 I - • Tir .. 7 ; -; ' \•, ir, .-F'• I I 1 i 0 ' 1 PAII&_', .a• _ Z . , mop allifts mow i a -Q. •fr' ...,,t____, i •' --4,------k---- - .: '."--', ..-- ( 1 ). 1 : ! , . 1 i 1 1 'it !IC Ri2"16G. '-1 0 rai NAL! I IQ II .4111 C m .011 -i TC 11 1 1 i , ,. . . .... , MI 35110 3/d ----\k--- \* . r•i glial i S lo A ri3O 3( Iv -.• I a: i -,t/ , t-r-(e , -----1----- MIIIIIIII . .1 . (2)3/10x /6, cT. IX . ' \ 1.. „= i.... , • 7" al rct H II `� 1 NM-3)3 X 11.815 2.0 - LVL E :.1 MI (RNt3M-3)5-1/8 X 11-1/8 IBE-2600F LVL488s" �''�„�” Alt.;��r .: 1 y J 1582" M-1) .5 1 ME 11 1\ / l►_ .. ` lionmemr'1II 1/8' TJI. FLR Q ' JOISTS AT 16' O.G. a (RNBM-2)5-1/8 X II-1/8 LSE-2600F LVL ( )3s r 6502 ± ' -)✓x'-I/8 X 11-1/81V-2604' IOW 220o ilid ill al is, ill 8253" 1 102• 1 2522• 1 .�ye`_4'-2' yf-_3' -10'— IJ ::4- ill l,8 to 1043= I 111 il "' a. 1043" ��) 111 —' N I ri u. N II -1(-----=s-'III 1' Q LLisi ► r III k-.1cj 0 §1 111 _ szo sr------- 1 III I 111 z _ III sit. ► 111 DE - S'fx 1- e" Lt Z ��� CM-19)525 X 16.6 _ �i F 104 _ 4 - — SIMPSON GLUL• - - IA HANGER NGLTV6 in 5 9/161U X 16' H. {ii II 1/8' TJI.FLR IC"110 le'4-03JOISTS AT 16' O. -►,•�; - - SI — (11-21)5.125 X 12 24F-V4 - 4=4:71►14( - I 1500• I5263r1 (M-20)5.125 X 12.¢a 2. 1141 1 6X6 POST 6X6 POST t aV2 1144=1p 8a :41111 4: eil ;a;f's k � 1 i 'tll .0/ TB T5 I T4 n Ls-. 4/12 _._ 73:... a 1 T2 T1 ,9J6 i I , , v i GJ4 e / �I\ �` \ iSJ2 /� I , \\ V \ i SYS A / T' \� S m W -W s6APSONIITW HANGERS NAILSNOSS FRAMING ; g,(3;1 A.l1US26/HOPT26 N1621)2' X42#COMP ROOF ' Trus-Way INC. OUY g 8.!613261 HOTP26 N76 2 1j2 4/12 2-0 OH Quality-Service-Integrity >0-- c.6WS28-2/ 4 N16112* ILIEBREICH RES. The ..m§.. 0.NNUS28-2/16iDTP28�2 N7621/2' g F HGUS2a-2/HOTP26-2 N1621/2' I (877)TRUSWAY(878.7929) E' c F4H U3't83/IWDPT26-9 N+62+2 PROJ. NO. 102943; (360)750-1470 sot 285-2615 5sig G.TNJA-26/MNJT N1621/2' ( ) H.MITIM/'OATH N162 NY LI N ALL HANGERS LUS24 U.N.O. JOB NO: 110150 iS PAGE NO: 1 OF I