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' .1 sr, -/j/3/ieff, /' Jr/ \ \ mu ,! 4 •1 1 BUP2005 0027 -• / \ nl' U 7 10871 SW CANTERBURY LN �B1 �2;/ JQ4 /./ P1�\ �/• Nil \N rn co l•-- 004;,..: 2 BUP2005 00279 0857SWC2' ���� ~ N % C1 CI C'1 ,; .E UU U U_U- [b 1 ANTERBURYLN' 3 BUP2005 00280fd,4 \ ./ 0,090.1•74 \ A. ' ' 41*, 1-4-‘•-/z.-„f: y.,,.. — -, <' .,,,,A , \ c\J 00,040, '..04 .Q0'> '\ .., m' m m! m oo_[ LGE �: / PGE \ 5BUP2005 0028510845 SWCANTERBURYLN :1: 831SW CANTERBURYLN• 6BUP2005 00288819SWCANTERBURYLN8'0"0 �J4'0"oma 10'6"0 - 8'9"8 10'5"8 7BUP2005 00290c 11-1-8 >K 10 7 8 _ 10 5 8 7 8 0 8 0 0 807 sW CANTERBURY LN NOTE: Use LU24 hangers u.n.o. • Customer Name: i SHOP DRAWING APPROVAL Project Name/Plan#: THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF Polson Northwest Canterbury Carriage AB-A1 B11/1C WEST TRUSSESANDVOIDSALLPREVIOUSARCHITECTURALOR BUILDING MATERIALS OTHER TRUSS LAYOUTS REVIEW AND APPROVAL OF THIS Customer Polygon ss: } c+ Site Contact: Site Address: LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL 1 09 E `� S — BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST Site TRUSS DIVISION CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. Vancouver, WA IPitchPhone# Overhang: Tigard, OR (,/ — 9 -- !ceiling Pi Date: Job# Office Phone: (360) 695-7700 1512 24" 11/28/05 1511202 pole Rd. Approved Date: 20285 S.W. Ci Office Fax: PP Y g tch: iLoadinWall Size/Plate Size. KFn By: Sherwood, Or. 97140 j \_ 360) 221-1920 Flat42#g25,7,0,10 2x6 Phone#: (503) 925-8787 Fax#: (503) 825-4575 7 w ..,„: • .,,, •S ,,,,, „, „,, ,T, Ak AEI TYP. c4 ., 7 -I r T -111 GABLE TRUSS�. SF GABLEI TRUSS I H -t WOMB / 2 �. G TRuss 1 .'/ i I axe HDR / 0470 1 O N xe HDP _� T Jr - _ ax6`DR __ t1 - - - 44 '� 1 • III �I + �- G �� W0 i _-I SF \ 2� .."Yiq �Ii£ % v , s.l • / `\\\ Ii IY T. ® .' `�U�����J �� vv HIP MA57ER ,` I + / 1 • v�'1 I _ :_ , x8 HD' 4x8 HDR �"` I !:\ � N. / _,vv 7 • �, vvv / t, ! �_�� 1, ,N� /,> � E ,4_8 HDR W z j "�.2 *;4,44,4111g ��® �' vs J� 1"1 ':S —_ of \\\ ,',/ // ® Qm N = O --3 J= ������ _ �� / ° zQ I� fir, �. I�PIP °° u ,, x� x L_.:' w 1'' GT 1 I „ Y N 8 • W W in 2-0"TYP I f Wr ,;'/ litSPIPP i . .. .. Y DZ -,I "` ,yi jl I /\ I n G7 \ Q N ; t ��� ' ; 1 / v I / v ��� K A z _ W ROOF MONO GT � c `I4\ 1' __ I oI . _ 1 '� I� ,U, /: 3�t 1 ��_ C r I �.J ' 'moi / ^l f ,,,� � SF 8' o Z m../ I SF ^ l7 C y� �Y. 1 �" /, m s 9. Q Ld ' 5 I I y`' 5 I v I'll _ _)-J �yP. --� :1 Lx ND I J I • v vvr. 11 �- -}r - " t---- -b I v � A� GP ,.oR. ����� .j•Q� p \! Ii.AEI% '` I IY / '�i I' I':1\ ff I — ' \\� 17 �� " ` �� Z`�� tit�(1I(l�' 1k4;11 � n : I i n I ♦ Via/ rm �' 1 o. V IUD v x �o -- , , „ ZA\ / ,: ¢ My CEi_,1o _f -- el i'L�—' > xa A 24 OC fia d n^ ��' .��� / / - s /Y I / // .,=,LANG F AM;NC i x F(1 I co ® co I ' } ® // a " II-- /// /�"/ / ® 3 y/ t MEP ��i - 1 • c7 • N o i/ z ti_ =j1 t Al cn LTJ L rat1 i� a ii /lap , R ` I " r: ..4 , '-' _ 4x10 HDR CO_N�_�._ _ �4x10W-�^y� "`of I I i� �� ` \ 9 M ,` �� rr�Iu ®L,rami Ly,r t mr-th,OF i I ',..-IN�, y/ ��, 0 C • 03 sem .• F -n -1 r-"� H..r RTO I•i - -\� o I'I', '',. L e I 'V'. °' IrI 4x8 �- CONTINUO . � T HOLD _ADE ® . / vv Imo. - IV x1 BOTTOM OF TO °A S i e ® ' /I, / I m ® � iti <T-4x8 HDR _--- ....�__ 4x8THDR(CONT) in 1- ((.1j) _I 1 '. A —.GABLE TRUSS! I I A 7- SF L -- C CABLE TRUSS 1- • `*, _ Z ® � SF Z < al SF 14 L J J 222 CLD HEADERS TO c4 I; BOTTOM OF TOP PLATES N S. O O 0 �,,Jj n �p G A °LAN M,:RRORED TO MATCH S:TE PLAN ROOF FRAMING PLAN o C-J�t���Ut`J�� �D �D �D �D 9 z D LAN M,RRORED i0 MATCH C:V- ) ,` ROOF FRAMING NOTES N J J ce z TRUSS SPACING: 24" O.C. - TYPICAL • LEGEND ,i , .��I ❑ z 0 THE ARCHITECT SHALL NOT BE RESPONSIBLE a FB FLUSH BEAM FOR CONSTRUCTION MEANS, METHODS, , r i{ I 11 o a 4 ID , U a /�nn NOR HEADER ROOF TR055E5 TECHNIQUES OPROCEDURES, OR FOR THE An V 17 SAFETY PRECAUTIONS AND PROGRAMS IN � ,✓ � } GLB au-LAMINATED BEAM CONNECTION WITH THE WORK,AND IS NOT 0 t I 1 ' - k STICK FRAMING RESPONSIBLE FOR THE FAILURE OF ANY ,� 11! �.1 '�{; + � - _� U GT GIRDER TRUSS CONTRACTOR OR SUBCONTRACTOR TO £' CARRY UTHE WORK IN ACCORDANCE WITH �O T^` SF STRUCTURAL FASCIA 1 OVER-FRAMING THE VARIOUS CONTRACT DOCUMENTS AND/OR IIcip t SEE NOTES BELOW GOVERNING JURISDICTIONS, REGARDLESS H ke WI ALL BEAMS,HEADERS, GIRDER TRUSSES HIP TRUSSES AND HIP ,\ OF WHAT 15 SHOWN ON THIS DRAWING. i. MASTERS SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS .] ATTIC ACCESS PANEL JOB No. NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS UNDER BEAMS �'-'I GREATER THAN 6" WIDE AND 2 BUNDLED STUDS UNDER BEAMS ��4 BUNDLED STUDS AND QUANTITY 04-34 al 7 LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH(2) 16d AT 12"O.C. TYPICAL. -# FALL ARREST BRACKET SHEET REFERENCE14171821 � � `. ROOF SHEATHING SHALL BE 7/16-OSB STRUCTURAL #2 BuidngFound No. 1 2 3 4 5 6 =7 F8 9 b = 72 13 15 16 =9 F9 19 20 =2 22 23 24 25 F7 27 28 29 30 31 =2 F WITH PANEL SPAN RATING(24/0)E5PLYOR OU° ASR FIR PLY #2 Foundation Plan Ft =1 S =1 1 =1 F T °17 °7 -7 F9 ?19 F21 F23 16 _9 F9 F11 °27 '21 F21 F21 ?21 F21 F7 PL °15 Fi7 F27 °25 =27 44 INTERIOR PA WITH EN RANI GLUE 5 DOUGLAS FIR PLYWOOD ONLY L OTHER OPEN REQUIRED BEAMS AND HEADERS ARE SHOWN. F kmjng F2 F2 =2 =2_ _2 -2 _ O WITH PANEL SPAN RATING(32/16)PER ()SSC 1997 TABLE AT ALL OTHER OPENINGS USE THE FOLLOWING TABLE. - - _ - _, o ��o =o. =oa ___ ... .... ___ -,,��.4. .,4.,4o n°3xl;e;r. canna Fun NAIINC; Ind FF.Shear Was F3 =3 =3 - =3 =3 =3