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Plans r. J • 112.60' ,AdVierney, Chris & lien Lot # 3 14835 SW 103 Av DEL MONTE SUBDIVISION Portland, Or. 97224 -4742 Phone 543 -838 -9677 In the Solomon Richardson D.L.C. 44 Coll 503- 799 -2303 Section II T2S RIW WM. February 1963 ••• • • • • • •••• • 43' • • • • • • • • • • • •••• Existing deck nr • • • • •••• • • • • •• • •• • • • • •• Li • i�'1�`i�'i , I , +Oi�':i0� • • • � ```�``, I 1 . i • �`i0`�` •• •• •.r • • • : �. Oi �•i ' ' �e' � O Oi � '� • • • ... �i • • • `i 6i • `iW C,i��it`i` •••• • • 13' > . �;.♦ `..\ II S % \ S. `�. .`. ` 23'-6' •••• �� `` � \ s \ s s �� y .� �� :` ..� s ,.� : `� \ mss `s <, (~�' ` ' Existing ho use � � cr i . \.\' \ \.\•y`.\•y \. \ -y∎. \'y am. \•5∎.y'y�. \'%•:. \'y..4.5 • • \ "yam. \'yam. `y*• \y %�.y L_] CITY OF TIGARD O A ppro t,ed .................................. ' [ O .xiditionaily Approved .................. [ J or only the w,k = = described : ' PERMIT NO. - e+, See Letter to: Follow....................... ........ _ __• — .[ l — Job ddlCess: , 4. Date: —V....:1-0-t...-2-Z=- -V....:1-0-t...-2-Z=- Y C C _ Scale 1/16' = 1' +' v1 _ W 27,01` 622 / ut 103 rd Avenue sEl 9 n nO CuY ur i+ : e, 7 4 1 r' +# v." - .-•-.-.-, •.00 Oi OO , O O O _ ___ _ ___-- _ _;1413,..t.,.#49.4±,AftiAte....4. :.: --- - _ _ - i` I` '��I�'�OO�'�OI�'�OO��0 -. i I OO OI OO 011 O14O OOO �'O�.00IOOO ��O I,A , 4OIOOOIOOdI I► I *4 OO � $ OO OO$O OO O 41 �OO.4 4.0 0O O4- , M cN iern ey, Chris & Lisa O4 � �� �� �$ p o rti a nd, Or , , t existing ho e , � Wiele+$4•+$04■4•4## C+ existing house $ . 9 7224 -4742 ■ existing house +44+01,14 on 503 69 y967 �4 V v , v OI � �� �� �� C ell 503 - 799 -2303 � ►OOOOO4 4I OO ►0444* +OO. OO t1ti : ** f # $j# I ..4 ,t .,414 • ii 4' C - xisting deck 18 "x24" concrete pier support . ... . .. ........ • : DDNA CONSTRUCTION PHONE 503 - 345 -7281 07 W .. Scale 1/4"-=.1' CONTACT PERSON - LEON BURKHOLDER ••• • • . •... • •• • . • • • • • • • •• • • .... .... .... • • • .. • ... • .. .. • ... • • . • . .• • . • . •.. . • • • • • •• •• • • . . . . • • • • • •• •• •• • Roof sheathing 7/16' OSB ' 2x6 face board 15# felt paper II / Comp shingles to match exisisting 24 gables supports Roof vents as per code 2x4 trusses @ 24' 2x8 ridge board 2x6 rafters @ 24" r vS+4; , - ...Iv 4* * '4•1411 w //////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// M c N i ern 6/, Chris Bc Lisa � ��� '' ■ 14835 - S - W - 1 (53 Av. a ( 5 -1/8 "x14" glue lam. ' Portland Or. 97224-4 ' hZ& WI � fO� G ' ..... one 503 - 639 -96 77 � —6x6 PT fir post Cell 503 79 -23 # ��O O � 13' 7 ("tic 4 .4. existing house v44 4-II"- M f 4. 4 r-. -xisting deck / 5----"-- X05 + 18 "x24" concrete pier support Scale 1.7•41"A1� • ••• • . . .. ... .. . . . •••••• • • • . • • . • • • .. ••• DONA CONSTRUCTION PHONE 503 - 345 -7281 FAX 618 -0742 ... . . ... .. . CONTACT PERSON - LEON BURKHOLU1R: : : : •• :• : •••• •••• •••• • • • • . • .. • • • • • .. .. • • • • • • . • . •• • • ••• • • . • • •• •• • • • . . . • • • • • • • . • •• • t r F Job Truss Truss Type Qty Ply DONA24FT T1 FINK 7 1 ACTION TRUSS INC., SALEM, OR. 97302 4.201 SRI a Nov 162000 Welt Industries, Inc. Man Sep 1610:35:43 2002 Pape 1 -1 -140 64-14 12-0 -0 17.7 -2 2440 25-1 1 -10-0 6.4-14 5-7.2 5-7 -2 5-4-14 1 -10-0 j Scale = 1:46.8 •••• • • • • • 4x4 = •••• • • •• • • 4 • • • • • • 4.001T2 •••• • • • 2x4: 2x4i� •••• • • • • • • • in 3 • •• • • 4 .. Ammital...._ .., , 2 __....11\ / •• • • b r - ".� 7 d•••• • • 4x4= 10 9 8 ••••••�� •• 3x4 = 3x4 - 3x4 - • • • • • • • •• • • 634 I 1543.12 j 24-0.0 I 3-3-4 7-5-8 8-3.4 Plate Offsets (X,Y): 12:0-3-14.0-0-21,16:0-3-14,0-0-21 LOADI N%%raf) SPACING 2-0-0 CSI DEFL in (loo) then PLATES GRIP TCLL 25.0 Plates ixxesee 1.15 TC 0.44 Vert(LL) -0.12 8-10 >999 lMI20 220/195 TOOL 7.0 L anber Increase 1.15 BC 0.72 Vert(TL) -0.27 8-10 >999 BCLL 0.0 Rep Stress Inar YES WB 0.25 Horz(TL) 0.06 6 nib BCDL 10.0 Code UBC97JANSI96 let LC LL Min Udell = 360 Weight 94 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 -G TOP CHORD Sheathed or 3-11-8 oc mina. , BOT CHORD 2 X 4 DF No.1 -G BOT CHORD Rigid care directly applied or 7 -11-0 oc bracing. WEBS 2X4DFStd -G REACTI ) 2=1121J0-5 -8, 6= 1121/0-5-8 Max Horz2=- 24(bad case 4) Max Uplift2=- 466(load case 3), 6..- 466(lo6d case 4) FORCE4b) - Fist Load Case Only TOP CHORD 1 -2=18, 2-3 -2159, 3.4= 18®2.4-6 = 1892.5- 2158, 5.7 =18 BOT CHORD 2- 10=2037, 9-10=1410, 89=1410, 641=2037 WEBS 3-10 -- 366, 4-10= 5 66, 48 -666, 5356 NOTES 1) This Ouse has been checked for trd3alenc ed loading conditions. 2) This tires has been designed for the skid beds generated by 90 nrpt► winds at 25 ft above gnxrd level, using 5.0 pet top chord dead load and 5.0 per bottom chord dead load, 100 mi Sun hurricane oceardne, on an occupancy category I, won I enclosed building, of dimensions 4611 by 24 it with esgnoeue C ASCE 7-93 per UBC97 /ANS19S If end vedfeals or cantievers mist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This buss her been designed fore 10.0 pat bottom chord Ilve load nonooncumenk w4h any ether tore loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% her been eppled for the green lumber members. 5) Provide mechanical coralac6on (by others) of truss to bearing plate capable of **sanding 466 lb uplift at joint 2 and 466 lb uplift at joint 6. 6) This truss has been designed with ANSUTPI 1 -1995 anions. LOAD CASE(S) Standard E ' d OOZE 13C?I3Sll1 dH WUSE :O T ZOOa 91 d3S • 09;17;02 10:51 $360 693 0057 BOISE BiDD VANC. ---. CAMPS LUMBER Z002/002 II BOISE" BC CALM 2002 DESIGN REPORT - US Tueeday, September 17, 2002 10:55 File Single 5 1/8" x 13 112" BOISE GLULAM'm 24F -V41DF Name - BC CALC Project : 12901 Job Name - McNIERNEY Description - Address - Specifier - MIKE MARTIN • City. State, Zip - Designer - PDG Customer - CAMPS Company - Boise Cascade Corporation Code reports - NER 486, LA - 01365 Misc - r+stF 17 f�F 140D O p � XO 4 >y tq %.':' '. j � . � y ' 4 � '•�7 � _�; t �r k` �' s �' pw7.4...R ewT ' 4 a' wv _ 3t'N n t e . r Z, : . �.a ' 0- -5 4' :t r ...o >e.: ... ..<a tt x sr xyX . ? xn i a F� � �s�4.. -,: : e ., 4 ,, .. • .. -e... ) . �.� Y:�'.• AJS�v�u. X63 Y .4r..v .C4'}f PX IA Y. •S4YrJ:. s:.k '.�, iSi n Ptanir •4 }'K�k.F•fhP)f:i jJip >`nxa,Y. .ye 4i.a�4'S � L'•� {��uSr s'r� •..... •••• BO • ••• • • 240 be LL • • • • • • • 2460 Ibe•L1 17840e • • 17 6411 3 aAl- . •• •... • Total Horizontal Length - 14-00 -00 • • • • • • • General Data Load Summary • • 4.. Version: US Imperial ID Description Load Type Ref. Start End • • Ada Dap r • •Trib. Dur. S Standard Unf.Area Load Left 00-00.00 14-00-.00..,RSF 17'P31 1s -00.00 115 Member Type: - Roof Beam Beam • • • Number of Spans - 1 Controls Summary • • • • •••• • Left Cantilever - No Control Type Vatue "1. Allowable Duration I.oa) d: 8 pie I,g4a fon • Right Cantilever - No Moment 14818 ft-be 41.4% lg 115% 2 • • • • 1 - Irmal • End Sheer 3553 lbs 27.9% al 115% 2 1 - Ls • f'. • Slope 0/12 Total Deflection LA607 (0.275") 29.6% 2 1 • • • • • Tributary 14-00-00 Live Deflection L11050 (0.18") 2.8% 2 1 •••• Repetitive rrla Max. Deft. 0276" (Limit 1") 27.6% 2 1 Construction Type n/a Span/Depth 12.4 1 Live Load 25 PSF Deed Load 17 PSF NOTES: Part Load 0 PSF Design meets Code minimum (11780) Total load deflection criteria_ Duration 115 Design meets Code minimum (L1240) Live load deflection crkerie. Design meets arbitrary (1 ") Maximum load deflection criteria, Disclosure Minimum bearing length for BO is 1 -12". The oomp4eteness and accuracy of Minimum bearing length for 91 Is 1-1/2", the input must be verified by anyone Entered/Displayed Horizontal Span Length(e) = Clear Span +1/2 min. and bearing + 1/2 intermediate bearing who would rely on the output as Member Slope s= 0, consider drainage. evidence of suitabi ity for a particular application. The output above is based upon building code - accepted design properties and analysts methods. Installation of BOISE engineered wood products must be in accordance with the current installation Guide and the applicable building codes. To obtain an Installetion Guide or if you have cloy questions, please cell (800)232 -0788 before beginning product installation. 8C CALC®, BC FRAMER ®, BC I®, SC RIM BOARD"', BC OSD RIM BOAROrm, BOISE GLULAti ' , VERSA -LAM®, VERSA -RIM®, VERSA-RIM PUTS®, VERSA - STRAND'', VERSA - STUD®, ALL /DIST® and AJS''U are registered trademarks of Boise Cascade Corporation. Page 1 of 1