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Plans •, CANTERBURY WOODS • SALES OFFICE MARK A I OTY L Inl WIDTH DEPTH MATERIAL I TOTAL VERIFY USE OF IRS OR 2X10'8 FOR THE SALES OFFICE 2nd LEVEL JOISTS I J22b I 5 22 12 12 I 9 12 I TJI210 I 110 I J17b I 5 17 12 12 I 9 1/2 1 TJI210 85 1 J13b I 5 13 12 1/2 9 12 TJI210 65 J12b I 2 12 I 2 1/2 9 12 TJI210 I. 24 Jllb 18 I 11 2 12 9 1/2 I TJI210 I 198 Jtob 2 10 2 12I 9 12I TJI 210 I 20 I J6b 11 I 6 2 12 9 12 I TJI210 I 68 J5b 5 I 5 2 12 8 12I TJI 210 1 25 Jab 2 I 3 2 112 9 12 TJI210 I 589 al , �J3e I I - CANTERBURY WOODS BEAM LIST - SALES OFFICE `B cc I 1 L i 1 �.r� 7 t_ ia9 Lew.s •• MRK 0 OTY WIDTH DEPTH MATERIAL TOTAL P171 I . TIM BERS STAIRS RiN 1:• ' TNI9 J019T Jttb LBw.S J100 L B EAM9MEADERB I I u /App 185 '� r rt3• ;IT P121 1 I 12 3 12 9 12 ParellamPSL 12 _1_ .' I� a 1 2 I 11 3 12 9 12 i PerellemPSL 1 34 m] I 'I 6 . A_ ! I M I I 0 'I' P121 2 I 12 211118 9 12 I Perallanl®PSL I 24 I ;1�_ - HBO P11f 1 I 11 211118 9 12 ParallamORPSL 71 Im \ L Ic Ht r P61 1 i 6 211/18 9 12 ParmBem®PSL I 41 I JBb I � r HUSatO O tt HUS410 T73e 1 13 1 3/4 I 9 12 MI(2ollam® LVL 13 4 1 3/4 9 12 MI ,1. 7443 1 IaclIem® LVL 4 . I- �Ir 17 ' ! r JI. e _ if 5 I I I 'Ir ' I a I M7b I 3 7 1b Iant® LVL 1 14 Q� - I ti' c',I� ;�� P I 1 3/4 7 1/4 M I I E I Ptto I 1 11 E., I. HUS410 ! l 3 12 I 16 Perellertt® PSL I 11 O _ , • y .,. '� _. _. Eta .� ._._. �._. ...1 I I s + ' A P221' 1 22 I S 1/4 18 Perellam®PSL I V I R HUS4 /0 � Ir �� OLU -LAM BEAMSIHEADERS 1 I DBL7 _ _ _ __. _._ � '4 I C__l I 1 I 7 I 3 1/B 7 12 24F -V4 I 7 1 _ 1? a }� • 4 2X8 FRAMING BYOTHERB �� �' ei HBO CANTERBURY WOODS ACCESSORY LIST • SALES OFFICE ' Pill [Flew HRO yI I OTY LENGTH WIDTH DEPTH MATERIAL MARK A TOTAL LFI t 11130 3 I RIM BOARD I 7 201 1 1/4 19 1/2 1m6sstal RIM1 1 140 I TJI BLOCKING I I I 28 11315/18• 2 1/2 I9 1/2 TJI 210 I 61(1 230' 2ND FLOOR TJI JOIST PLACING PLAN UNIFORM DESIGN LOADS: 40 PSF SCALE: , /a _ +' o• SALES OFFICE FLOOR DL 0 PSF CANTERBURY WOODS HANGER UST - SALES OFFICE TYPE OTY APPLICATION TOTAL LOAD 58 PSF I NS2.09/9.5 PLAN NOTES: HUS410 a d8 2 3 trz 7118 X x 9 91 IPBIBIIB /TJI 210 ®PSL I 1. TJI JOIST SPACING IS 18•O.C. TYPICAL. UNO. LBV9.5 3 1 1 3/4 X 9 1/2 IParaIlam® PSI. I 2. ALL TJI JOISTS ARE B t2• TJI 210, UNO. 3. OFFSET III TJI JOIST TH- IN ANY DIRECTION TO AVOID PLUMBING DROP LOCATIONS. �/) 4. ALL SOLID SAWN MATERIAL IS BY OTHERS AND ue2 /,�. V //��� 5 _ 0028"0 NOT PART OF THIS SUBMITTAL. / 2 /.5 5t4/ erbalX 61 THE PRODUCT DESIGN AND SPECIFICATIONS ARE AS PER ORIGINAL DESIGNER. SYMBOL LEGEND THESE LAYOUTS AND MATERIAL LISTS ARE BASED UPON THOSE J TJI 3446 Type SPECIFICATIONS. THESE DRAWINGS ARE LAYOUTS ONLY. READ THIS LAYOUT IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS. P P•mT.m _ _ _ (SHEET A3. ALSO SHEETS S1 THRU S4) B8O Baer By 4514• PRODUCT AND SERIES 1180 r By Header J to . I TL 11na.e�4a LU / P. ee.stPBI. IY NCtB .r LK Head ID 10E1 IBER — I 'WIDTH /d6 WIDTH (DEPTH ID IMBDTW EPDT b 9 121 210 I I 13/41 0� I 912 a I 13/4' 512 = B. Wag I I 1 3M1 11 7181 18 b I 1 94 710 ® paw (CBO) 194 14 1 - I 11 7 14 c I I w� 12 GENERAL NOTES: I I 194 18 • I 111 4 I 1314 11 7)8 RI R1rn5•41 Piro I 3 12' 4 981 • 1 18 • 1 941 14 1 9 IM 4• MINIMUM BEARING LENGTH AND FULL WIDTH OF MEMBER IS REQUIRED AT I 1 312 512' 211/18 912 8 I 194 16 86 Blocking Typo JOIST ENDS OR REFER TO STRUCTURAL DRAWINGS. I 0 312, 7114 - 2 11110 1172 __B 1941 18 I I 6 312: 9121 Haw 2 11178 14 XI H Typo 3 1? MINIMUM LENGTH AND FULL WIDTH OF MEMBER IS REQUIRED WHEN I 312, 11721 I 211/16 161 J L Herne Bymbd JOISTS ARE CONTINUOUS OVER THE SUPPORT. 1 312 141 + 312 912 Y I 3 7 +`I E I 312 7 1 7/III At o.re caw L•ba NAIL TJI JOISTS AT BEARINGS WITH 2.10d OR 124 BOX NAILS (1 ON EACH BIDE). I I 1 114 912, I I 312 14 I I MINIMUM FROM END TO AVOID SPLITTING. I m I 1 1/4' 11 72: m I 3 12 t~ t Ob1•d Brook I n I 1 1/41 14 n I 312 181 1• TJI JOISTS, PARALLA TUMBER9TRAR W LM D AND CROLI BEAMS MUST BE I o I 1 1/4 16 o I 5114/ 9121 +j ( mo t , ) M, PROTECTED FROM THE WEATHER AT ALL TIMES. I P I 51/4 11718 l4ed Web411ff4no3 required INSTALLATION TIPS 4 I 1/4 14 18 PrOeNJ L4npe1 DO CUT. NOTCH OR DRILL HOLES INJOISTS OR BEAMS WITHOUT PRIOR kr Women= m brad Goal Ciro o wmil bd.) Lod from dr• If Woof law dolor • (Woo so.,. .m •...a kw ..em.s .kV ►'� p ladb tlip aT bml merdbe'W�' . 51/4 18 � b 4' a.,an 'r rmi e t % �'� tlT4 ava.,. , e, 1 I 7 17 I � INaa � II �►1 $ d am ..�..m•te u I 7I 1172 Em nv � -SWIM �1 � � f. m...... °'°"° ° " I SALES OFFICE \ / as sElleat � I,l► \ w I 71 16 ' \ � �� TW + �1 4 �• •AAa.rrrr w.e Man a I 71 18 �� j /_,. 41 ad bbda I / ` " fi � ;�� ���. Weyerhaeuser Building Materials Distribution TM Mr / 9� DL / '�'r eim ® ` Mal os.le lim. ma. Fa. (357303W 107th 0PaVF.0.TON, OR W003 _�' / J Anal: 1503)641.5013 Ong: 1.800.634 -7655 Km Med / W)644069 Ow &Stew. 1- BWB47- 414 / 1 �� ~°� CANTERBURY WOODS O Yu•t050.I3 meebwmprr O I[ 1I to manly Nadine ld O Hem AM • 6am aaa.a wan. moo vrISOMWCO — ••ubr9 bta8y plea brim mlwoam al al Mbar n.. B211.Cry w ea•ra. ///���TT me Me me Mimes) a re ...awe mem WOO. C TIGARD, OR DAM 9r: ec.ew BATE A Wcyabavr7Bmmew R118 0523 /OS I 0- •T: I n � I . BGD 11 -1605' ]7r /Imo•48•°"N8 STALL VW... 1 109 N0; I MEET: o J r , CANTERBURY WOODS HANGER LIST CANTERBURY WOODS JOIST LIST . TYPE CM APPLJCAUION MA J(O I CITY I Lag/ g/ WIDTH I DEPTH I MATERIAL I TOTAL TA BLXG PANELS AT 48' 210 O.C. IU52 2nd LEVEL JOISTS 2 1125 X 9 TJI • TJI MAW PANELS 11{142819.8 20 4 118 X 9112 DBLTJI 210 3 10 2 . _ (1 • - _ P&L 30 CANTERBURY W0008 B , O START JOIST m HUCHO O AT LBV93 4 1 3M X 9112 TMEaShand9L9L ADD 4 38 2 112 9 112 TJ1210 152 FORM • .7 ... ® HUC410 2 3 112 X 9112 Pentane PSL . JI RM7 Am 5 37 2 ,n 1rz TA 210 185 '1 % .`. - 7 :�7i a�:.;i� B JEW I 34 2 112 to TA 210 38 RIM O — - I � _ + I ,r__ Mb I St 2 112 P2 TA 35 U2 ® - - HBO H80 � Rw, O i' h ' 1Ii N i i . _ ® 123r70 D .1211) .1211) x 2t 2 t112 1/2 7,D O - © MU UM 2 18 2 112 112 TA 210 w PoY7 - " "_•• I ___ I 1 — � O ' „ �J — � � f■ — l r I J U 2 112 712 in m a 258 A3 ` r YLSoa , C ' . - O J iil m b i ii s ir i i n s o " Llkloa PoM1 TIP. AT SINGLE J01 J 10D 3 10 2 112 112 TJI x10 >0 190 11 B 2 112 1//2 TJI 710 p . A ' QQ. 1 � ?I •� ,m B 7 2 112 112 TA 210 es _ °� 1' B F lilt MI U3012 IUT3f0 ��! 150 34 8 2 112 112 741 2{9 204 .„...,1, 7] ii TWAT DOUBlE J013T i JI JpsT / � 1 ip u I 1 I1 • ` �I ,MD 3 4 2 ,12 ,12 TJI x10 12 12414 1 jIi - �J : : (� ® -� 3291 � /' =�- .: � - ^ BEAM UST huh �_ ! I� Z YR17F2 /( O .. MARt(9 I OTY ILENrI WIDTH I DEPTH I MATERIAL I TOTAL �w1•„H.aFr7..ra��w,^ it l ; r ' _ _ � ® R)T BEAPoRRADERB 11 1 61 1 _ _ LF'F SET 7A 1 I r N , ® r T N •TO AVOID r PLEASE ROTE: P1 11 1 11 9 112 tR Paa014t®P8L 11 I t � II r N rn -I T,O,pI378 IIa_\ . M��� PL 1 ru � ' DES MATERIAL LIST REPRESENT 3 10 3 in 112 Pat80Rosanne - V µN0 O If_..! f_l r l AS REOUREQUIRED ,� 1 r ® I V RM ' (I) BUILDING ONLY. PTO P1 P01 2 9 3 /n 1/2 Madame pm +8 Mad - 1 AB REOWiED ROW SOF r 1 � - ACCOMMODATE BUILDINGS R � _ ' ll' � •4i��M. L�J • RIN F __ I 112 • • ••,, 0,� I mo:, 0 • NOO7P OFTTHISS1JBYOTTAL �2/ 2 iz x,v16 9 132 Pamemlp�l 74 L8W 5 • - L. _ 11 - -• • •- . • _ - . ._ _ - . e . m .. .... p -. • ..-. , - M I ,c - - = I' r "� - 1.L . .� I� III III_ 0 LBV9.5 01 me 112 Pe 9 mSame PSL 30 STAIRS • \ „ % n MI . ART LAYMn (2) ta. • - (T ROWS OF (2) F8812 2 41 - b : ART LA • • @ R1512 R1512 2 Ma o �� .: :.. %01 sums , 9 2 ,1129 i a n Pa 4838 PBL 9 oh :=:=:=:_._._._:=::::-: H J2® TBIBERBTRAtm PoY • !.i : STAINS I HER " S7 710.9 J013T 1� _ � . PBf 4 6 2 1ins 9 II/2 Pei ,y PSL 24 (I II -__ • ° ° — • • _ !I 9 — — — • -'— — . — P41 1 4 2Hne 9 112 °412!14125 PST a SHIFT WS JOIST 120E r W �! ` �I�iitr II!l�1iT lIr .. t 1 . I 3� I• �� di U:: W ADDTCSJO8T - ..- ..- . ._ L' . _..— .. —.. —.. - - - ` - - - 7125• —. —. [I MIMI MI 4 L 1911 2 6 3 12 112 1kroarStranOA LBL 18 lI •- © Porn 7139 1 13 1 w 1n Tn10st9tra1C�9 LBL 13 12 1 314 1 P7 T T,2a , 12 IbnbaShande L131 12 I I1 © ! , ! I �. � _ �— �• ,!' 8 B. , 9 / 34 112 r111earshanae LSI 8 - . I II 4 � 2 4 1 1 3 3.4 112 TY110srSUalde L8 L 18 -. Al � .. . : 0KIWI B�_ 3 14 112 fYMaSbande LSI. 10 ll llu 73 1 Ma• O o]. �Q [ 0] • �I • , • • : � M 01.1.1-LAM BFAl23INfiADER8 pp r GUI . 7 9 1/8 7 112 241W4 za J® n Jab I � . -.• �, GLB 1 B 3 1/8 7 in 24F -V4 8 -• ii 7, III :. [ gi as ii • j : I II . .7 - lO CANTERBURY 3MDOD8 ACCfis60RY UST I • M J� a f - I [ � i [�� II _i I OTY LENGTH 1MO7N OEM+/ MATERIAL MARK TOTAL LF B ME - i I I� I y012F2 _ u I U 1295 BOARD O _ �j ' r 1t 1• 8 m 20 1 114 9 112 u RIM1 280 n• ,� { %y P ._._._. DBl TJIJg3T8 23 1S , 112 9 112 •••••a.•u RIM 300 •' REO IARED UNDER . 1111i 1 r . . 1 � ; 0 : 1 II $ Ir LOAD B TABLACgN0 2 1/2 9 1/2 1412 20 13/(1 120 • DBLT:�� C � -.. • 1 ' j. MU . 1.; @ 9 ) 18 1 112 9 ,n 1.81. BK2 1u !: . ; 380 � d1 i - .m - •� C HBO y 111111111111 111111111111 HBO �' HBO I 1180 RI/41 ,114• e9 to N A NTILEV SYM LEGEND R E, THESE PRODUCT PLACEMENT DRAWINGS HAVE BEEN PoM AT END ON 6v1TBEVk7t J Ti ME Type PREPARED BASED ON THE INFORMATION PROVIDED 7 TIm0aSU ----- IN THE FOLLOWING DRAWINGS: PLEASE VERIFY: P 714.5. - - -_ ARCHITECTS PLANS DATED: 04/152005 LAYOUT AND MATERIAL LIST ASSUMES M MI C.09• - -_- STRUCTURAL PLANS DATED: 04/15/2005 . • UNIFORM DESIGN LOADS: ALL UNIT SEPERATION WALLS ARE MO Beam By PLAN NOTES: 2ND FLOOR TJI JOIST PLACING PLAN R 0PS ASSEMBLED PER DETAIL 19/D3. Wan 1. TJI JOIST SPACING 19 18 TYPICAL. 1910. SCALE: 1/4'= 0.0 BLDG TYPE 1, 2, 3, 5, 6, 7 • TOTAL LOAD 39 POP — Bearing vas �T�' PROmrTA7m ®a• ® C.mrm (000) 11 2. ALL TA JOISTS ARE 91 TA 210, UNO. VERIFY Y J A& r 14.5 aim - P P. WWRIIPa. n rrml=.9 I . / A. GENERAL NOTES: lb nEPTI SERIES (IjnI a)i:9 j • 1'.if•ii:91 a :9 • 1 • , 1 1 1 1 1 1 1 RI Poe ea I A • 0 9 112 210 1 314 9112 a 9112 a 5112 1 2 IN WWII MINIMUM BEARING LENGTH AND FULL OF MEMBER 18 REOIAREDAT 3. OFFSET ( +) TA JOIST 3 IN ANY DIRECTION 1 ,1718 0 • 11718 b 7114 BX r Bno T oe JOIST ENDS OR REFER TO STRUCTURAL DRAWINGS. TO AVOID PLUMBING DROP LOCATIONS. BEAM CALCULATION HAVE BEAM DONE - 1 34 e 14 • 9 114 4. ALL 4x MATERIAL IS BY OTHERS AND BY THE ENGINEER OF RECORDED THE PRODUCT DESIGN AND SPECIFICATIONS ARE AS PER ORIGINAL DESIGNER 1 18 d 16 d 117/8 "+ 11°'per7)'°° 3 yr 10431031 10431031 LENGTH AND FULL OF MEJ1eER w REOLwa.� w EN RT NOT PA OP THIS SUBMR . TAL 31 • 428 • 18 s 14 J L 14=ver SYRbs JOISTS ARE CONTINUOUS OVER THE SUPPORT. S' CST DETAIL• PLEASE USE THIS DETAIL WHERE THESE LAYOUTS AND MATERIAL USTS ARE BASED UPON THOSE 1 31 • 8112 1 211n - 9112 1 TB pr. LOAD GREATER THAN I.703 tB8 COOJWDES SPECIFICATIONS. THESE DRAWINGS ARE LAYOUTS ONLY. READ THIS LAYOUT W>•��' J4 • 21112' 117/8 15 A7 Dom Camel N NAIL TJI JOISTS AT BEARINGS WRM 2 -100 OR 123 BOX NAJIS (1 ON EACH NOW n 31 9,12 n x1112• 14 7 112' 1011111U11 FROM END TO AVOID SPUTUM. wmH rAJasrB } Object Poa* IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS. I 31 . 117/8 I 21111: II 1 31 . 14 1 3 . 9112 TA JOISTS. PARALLAM. TIMBERSTRAND AND MICROLLAM BEAMS MUST 9E (SHEETS F3 AND F8. ALSO SHEETS Si THRU S4) k 31 15 k 31 . 11718 (Su . Samba ) PROTECTED FROM THE WEATHER AT ALL 711ES I 11 9112 I 31. 14 carat Lamd Q aNe7 � . � m 11 11719 m 31 • 18 Pradwa Laeth DO NOT CUT. NOTCH OR DRILL HOLES IN JOISTS OR BEAMSWRgUT PRIOR Fa hda14.ltm.0 Moat Iaaflaadlay.o0 .... llmabas II / If ‘b rot n ME= I • ® APPROVAL load �tlB, raf to �II 0�. I o (� ,ill il' esi Th6 JabIrW' 'I 411 '��I fPw Jan+w �� Emma 314149 • � 9590 B N. III I ■\ /" 11, I ae 9 e el 410w ` �� I , � , I� \' ' �• /i • t \ / broad ` ` I / 1 ll,e 1 j i : �� 14 �• Weyerhaeuser Building Materials Distribution � \� III 2M U 9 amd da au9 Fmwaad w 7 18 rw.4.A.+ TMdJoNt m il -- swahb.d3 it tarcer / x 1e , � ,,,. saw SW (303) 6414012 . 5012 TON, OR 97064 d Iced \ i � dwY F r ( (s40 4.2069 Ore�: 14 : 0454-7555 014.78.0047. �� Fa: (503) 6147069 4: IJI06M7.Nla � CANTERBURY WOODS O r1 Must J1.,14 1i'ml Mrman API O O rotrad be ab.wro O O- Mager rY/9m nar • - J14warp kart, plot. W mmbsam of 40N O7/aY °".•" TIOARD OR a s W y r MOW M: u.au n 00:04441, .Lwa M .s ..r: Mvm= are ` .. Th - - 4 _ 812 — � •i RIM DSr23 /OS PH I aS 12/02/04 SCAM were 1 X191401 WWWWr.mc PIM or A complete TJ -Xpert fanning plan requires the Tres Joist Framer's Pocket Guide Se rrm Jaht Pane's Pblat Dade far Product 'Dohs= Ldssatho O OPTIONAL FRAMED OPTIONAL FRAMED O . BEARING WALL BEARING WALL AT UNIT Fl OPTIONAL FRAMING OPTIONAL FRAMDW AT UNIT Fl . .. .. .. AT BEARING WALL ACA E BEARING Elm WALL JOB COMMENTS tea ••, •, , , , • 'HY • FD FOR lT E1 • • , �• , , , • • , • JOIST AND BEAM LIST UNIT F6 Fl X2 PARR - ALOHA/RON - Plot D1 Lapth Product Plies Qty CANTERBURY WOODS T r' " r' •'Hl•, •, n r' •i •, •, •, n .- r+ n ., 108 04.08690.1196 I A18 18' U 7/8' TJI 2W joist 14 • A17 IT 117/8' T7I 210 joist 4 A16 16' 117/8• TJI 210 joist 5 • . Alg 15' 117/8' T71210 joist 4 • A14 . 14' 117/8• TJI 210 JoM 1 • 081 TJI/210 JOIST DBL 171/210 JOIST DBL T I/230 JOIST A13 13' 117/8° TJI 210 joist 4 A3 AT PARTY WALL, T1 P AT PARTY WALL, VIP AT PARTY WALL .TYP O Alt 7' 11' II 7 /8' T71 210 joist 4 A7 7' 11 7 /8' VI 210 Joist • A3 • A3 M 4' U 7/8 T71 210 Jost START SPACING-- I I Pt 8' 13/4' x 117/8 1.7E TlmberStrwd L51. THIS WALL Rnl 96° Rini Rml 96 ° P2 7' 3 x 11 7/W 2.0E Porallam PSI. 8' 2.0E Pa cI1wL PSL • i. P4 9' ' 2AE PSI. P9 20' T 91/4 x 16 2AE II 7/p.111" kan P PSL lmn PS P , 7 3 u ' I1 l 3/p x 7 i 8° B'RS 16'! 1 13M• x 11 A = � �,1�. < P6 20' 3 1/2" x 117/8° 2AE Pordlmn PSL • � t---� B F L O O d S AS • _• • D BLCCI AS REQ 1y ACCESSORIES LIST A 36 I FM STLA 36 I J e \ \ � . ill t 6° - 20 6 1 1 /4' 1 � > joist 2 mberstra d LSL 1 4 = < < A17 / 7/8' TJI 210 Jobs r O © f DUCT OPENI net Backe Blocks is DUCT ONIIJ6 ��_ ;;4 • j.-- 37"x20 OPENING. • • - Bid 1' 119/16 1178 Blocking Panels 1 2 92"x20 Ur . H2 41 ! '1 1/r Bkr 14' 117/8• TJI 210 Blocking Panels 1 1 Al , / 1 I 1 -. .1 /5/16' 11 78' TJI 210 Blocking Pane Le I 4 • RnI pp^ • BKl 8k1 1 , Bk2 9 L16• Bk3 1' 119/16' 19/4' x 1178' L51 Blocking Panels 1 10 I I I @ _ _ - - _ P3 _ _ _ _ I L P3 _ _ _ - I I _ - -u - Sill 4' x B 238r� Stnshs�ood Edge bold (24• Spun Rotlrg) 1 23 Bk., Ra dom I blood I I I " - - - _ _ Z -- _ _ _ ' � I fi I I Bk. Blocking Porrlx Rm, Rim Board: Pe, Parallel Assure • I II - - I � 1 - T I I far mfar.mnen en kraal A7 I S II � I II II _ � hod co0adtka, Hero ta e6•� - � S U _ 1 _ _ 41 a II" 1 1 I O ' - 11" i 111 ! c..----• u 1P HANGER L I S T Simpson scrag -Tk Company, L,e® . '- wean has Ustim M - II , O 1 u II II ... p 1D ��� bead Dad= II II I _ Qty Product Label rap Neils Face Neils Membe Nails Notes II Hg H411 1 I I I Hq P3 149 H1 13 N52.06/1188 i .-I _ - - .e H2 36 NS2.06/1188 l0-tOd a�.. A38 .� • '2"a R - T�t - 1 . •' \ A38 < $ • < \ < a I l .. H7 3.N52A6/1188 10-10d (7) DasNar /' II < 144 1 6LTV2.75/IL88 4-16d 6-16d 6-N16 V I 3 2 2 I 141.111 22 -100 6-N10 AWN dm Lord 1 1111 dP & @ �a F F H5 1 Notes: O eaarf� a2" fm/nlmmn/•ht ( B Fl 1 i J J-• • • Backer 8bcb Required < I u - P3 I _- P3 % ��8 I I / I - - - 1 - - II I - I 8 ADD FOR OPTIONAL BEARDN.WALL FRAMD4G UNIT EI 82 bbbbb «JJ T , - . i II - e• �_� HI 16 N52.06/31.88 10.106 • I I i . ... _ . . DELETE FOR OPTIONAL BEAR7NG.WALL FRAMING UNIT El.. . ., . • Rm 24' 11/4• x 11 7/r 1.3E TmberStrand LSL `� Lad E & El i E & E1 o I 1 F- HI • I i H --3 ... CREATED BY DRAWN BY DATE REVISION ll �y� ,. -tt Fa M / "` 1 ,. ••" � 4 E tt & y_� 1 ! � a 9_ �, J.I. Weyerhaeuser rue 76/30/0P. I " Des igner Dann Parlgo 12 " - T f T 9350 SW 107th RHB 77/22/0°..® h4 ..... 1 I L8 I 3 , 3 %2' I I A I Beaverton, OR 97008 =oh Mode \� 1 Wnl 1 3/ x 117/ 1.SI, f Rni1 1 3/4' x 117/8• LSI. BLKS. 'r \� uan4mmldm 9' -r :4? - _ - _ @lam - 1T_-1 BBO � _r 9' - r F ( : (503) 60 -21 , • _ -- - r - - aQ (903)644 2069. • O udmafekad from doe ta I I I I I I I I - • �alPdebdoe P6 I I I I I I - P6 I N r Rmt Rml - 1 WARNING A_ JOISTANDBEAN LIST UNITE &EI X2" • ' • LEVEL NOTES 1Vm .11ff °N r , beta an m,mbra mm brow/ hlenCy if Moat =pre rot 1I' &softtcnm • WW1," TYPICAL FRAMING FOR Plot ID Length Product Plies Qty File Maw 04 -OR69O 0019- v1-r2UNIT F.JO8 • P. MarAP o 4crn -_ : • n. • ..r.. "inlet. RAISED BATHROOM _ Name: l • f T JdNt coq . DO NPDr•gor. t.,, • 2"u. • I sa r . DO NOT araaahmGp ALL E AND El UNIT5 A16 16' U 7/8' 171 210 Joist . 1 L evel NL U15/2004 MIDDLE LEVEL FRAMING flop to wit in lefts ors muNhh on mMOma/ A38 38' 11 7/8' TJI 210 Joist 6 mend. WARNING Noyes: Jana. A36 36' 11 78' TII 210 Joist 2 AS 8' . 1178• T71 210 Tai Beage / '\ seek of prow Mach o during construction an root m Woos aawaeu cones I I I Design stapes larger / l a ma°Pm,mnmoam. mooing outaaemaa °a aeanv.4 amoda.aG no aramad M A6 6' U78•TJI 210 joist 2 MIDDLE LEVEL FRAMING_Vl8/200413:20 k s I. arreeadaero.a.ru.asrd&WO era •tr.r.no.e• sue, M 4' 117 /8'TJI 2l0 Joist 1 TOP FLOOR FRAMDNG_1/19/20041505 fm aaal leiqa 1. aft. .r.mrsra+mm.ewbs a2" . IN rpr+s .N rrm,semdadv. Al 4 1 3/ 48' TJI 210 i9E 1 MI 4' 1 3/4• x 117/9' .9E Mkaallmn LVL 2 NOTE: Level design times Indicated above provide • a too wm osuso.rsdsrm ear onoe.Nrrretrn. • P1 6' l3 /4 7 /8' 1.7ETrnberStrandLSL I assurance for proper laveleroding. O Mawra•hhlmma• • • woo soaepew,er aseTa•prm.Waal sastoAss.s.do. - ,. P2 14' 51/4' /8 " 2.0EParolkon PSL 2 DeslgnMethadokgy: ASO Wefts= m cox orphraeno 1 H P9 12' 81/4 °x1178'2.0E Pandlmn PSL 2 a r radeseegr. warste.sxord mina.°.. Il 1 I P4 10' 1 3/4 ° x 14° L7E TimberStrWd LSl 3 Floor Area Leadig Lr a .rsrry..e..mour.•sa . as ®s WOODY= •: I PS 6' 13/4• x 14° L7E TfmberStro d ISL 2 40paf Live Load and 12 se Dead Load • Nis II 1 • . P6 4' 13/4' x 14' L7E Tmbe$trand ISI. 2 Mutton Joist Deflection: • • NAILING REQUIREMENTS - 14 1 P7 3' 13/4• 17E TImberStroud LSL I Fll deck Pbg,dtht in Nraa,a)e.e.sa.mr,l,„C 146 if 1 P8 5' 31/2" x14 1 1480Lhre � a4n; L/240 Total Load eirri Uss ten u hoar B u /3 - I ACCES5ORIE51I5T 17-Pro Rat= Information: T�ewwas..ra.pe.ernemnr.ran H6 _ hour side g wi a th Sp TM..°m.s T..r.a rN(nesmsSP. a. i ., B -� Rod 20 11/4'x11 7 /8' LIE TImberStronel LSI. 1 3 9 We Moo Ida dM TJl+ Boc�tNodc7MeH w:om cr� wrdnsamdaroma a�anei Pcl 12' 117 /8• TJI 210 joist 2 4 Highest Rating; 75 tir Steno � °1Q n0 ta p 0 II Pct 11' 6° 11 7/8' TJ2 210 joist 2 2 Glued 6 Weed Dedd b Required (tat to Latium flags • s..sdda.d B - aP� Pc3 8' 6' 117/8' TJI 230 Joist 2 2 Direct Applied Ceiling o 1/r Gypsum b 11 7/8" mix 210 balm bp. joist Decking: 29/9Y Struetmaoed Ed 26o1d 4• .8h fan most rarwr+�Nss,NOe a sac coos noses rotes - Bbl 8 1• net Backer Blocks 1 6 \� hmg°ol Attadi OM e.q on asr�.d men so 1 H6 Required �L�I tin MCP) boxmb. rays rmo..00e es ra.rp+rahss.. - , mmesar.s.e.+r. aaa.p. Bkl 1' (19/16 11 7/8' WI 210 Blocking Panels 1 10 Span Rating) ' 1 1� Imo d d d`btl • Z ______ a t.. mmwssm..m+ . Bk2 1' 115/16' 13/4' x 117/8• LSE 1..51 Blocking Panels 1 10 Normal O.0 Spacing a 16'° 1 4 :. • .. bkch +a..,a�..o SW 4' x 8' 23/3r Structmwood Edge Gold (24' Span Rating) 1 16 Standard Blocking: BIQ' Bk, Blocking Panleit Rm, Rim Board: Pc, Parallel Closure *Unless noted otherwise • O rJrJakta The placements of plumbing fixtures HANGER LIST- Simpson Strong•Te Compaq, Ins. La ''� ° 1' and floor penetrations have not been Plot m - Qty Product '�`' T� "ells win Nails Member Nails Notes H I 91 N52.06/ILB8 10-106 ADD FOR OPTIONAL BEARING WALL FRAMING UNIT E1 'ry�� LE6EN0 PLEASE NOTE: considered. Locate plumbing, etc..., in 4 r LEX SECOND FLOOR z N5206/1LB8 lolOd l9) HI 11 N52.06/1188 10.10d 0 Pel:ad SEE DETAIL SHEET H3 3 N52.06/11.88 10-10d FOR JOIST NAILING such a manner as to void damage to Buildings 8,9,13,14,15 ,20,21,22,23,24,25,29,30,31,32 , g 1 25/10 10d 1 410 DELETE FOR OPTIONAL BEARING WALL FRAMING UNIT El re -the joist flange. If necessary, adjust H6 10 HUll 22.10d 6-N10 Roil - U Load SPACING oil 16' 11 /4' 7 /8.1.3ETlmberShand1.51. a Area Load • joist layout +1- 3° to avoid such (5 )rB Required o I ) (8) ke Blocks red d (See Framer's Pocket Guide amage. A complete TJ -Xpert framing plan requires the Tres Joist Fr'amer's Pocket Guide Far edonmx.mtdad Lead from rb.r. sal Tray Jaen •.P d t Gad. for Maxi Trademark nu�.ri.+ Finer Mods Mil rro+ � \ Imdmprlx...eab - Wm.nllaaerqAd ( �� e ∎� � il.� °°" II / as+varroJnrlrY 1 \ .. M4b of h.3e re bat marred. Web a n @lido ham fi e attl /� ��� . E .md l Me�:oa r � r. M"ngj.vppenankaa ropm:el xmeiaN reared midi r7rJdnf�etltha JOB COMMENTS �I, ►'1 1P.i J.et19 Waal :;a:) PARALOHA/RON I mo• \� � , ):_ • : � h a ws es tnr - q Tin J+l .bf p . elm Seed �I r�ed.�l�p�a Plot ID Length Product PliesL y Yrm Nw•aWWmrm / ore rohmela bedf . squash *do ham / 1 Seed dines 011 may. All 21' 117 /8'rn210 JoLtt 2 Ties Joist rho During a an* b�roi W O �� m :• N3 1 419 19' 117 /8' 417 17' 17 771 210 Joist 10 O TJD Ides 11 /8 rn 230 Jo t 9 Joist � 1N°m or a/ O O 416 16' 1 210 Joist 4 414 14' 11 7/8• rn 210 Joist 1 413 13' 117/8' 171 210 Joist 4 AU U' 117/8' rn 210 Joist 1 A7 7' 117/x• 771 210 Joist 4 A3 3' 117/8• T71210 Joist 2 For light can location see attend 813 13' 117/8' 171210 Joist 2 ' 821 21' ll 7/8' TJt 210 Joist 2 2 DM 771 BLlc6 PANELS sheeet. 816 16' 11 7/8• 171 210 joist 2 8 DBL 771/1000 JOIST DBL TJI/IOOC JOIST DBL TJI/1000 JOIST Dge. 2.0E Pm TJI '6 PANELS P3 T 13/4• x 11 7/8• 1.7E Timbe•StrW d L. 1 2 AT PARTY WALL, TYP O AT PARTY WALL, 1W O AT PARTY WALL. TW A9 P2 5' 2.69• x 117/r 2.0E Pandien PM 1 START SPACIIJ6 _ A3 Pant Rml d P3 4' 2.67 x 117/8' 2.0E Pantheon PSL 1 1 THIS WALL s ` ' ` ' , ... .� -- � - -• P4 7' 3 UY x H 7/r 2.0E PSI. 1 1 MON • 111111111111•1/ rI �' rI ��I _J , e.� _ _ _ _ _ _ _ _ emr�e -- = ACCESSORIES LIST b!i t \ I ' �' L _ \ (• :: Rini 20' 1 1/4'x117/8' LSE Tknber5tmmnd LSL 1 4 Pet 17' U vr TJI � , ^ ,: PQ l66' 1172 O�st 2 2 1 3/4' LSL BLK6 A I ( 414 17 414 K 1 f I = Pea l4' 117/8 210 Jot 2 2 �. � _�. ., 731 0 Bio 2 r :1 . All 811 1 All 811 I .• r` A i N Bid r11x/16. 11 Ire°rn Pw tIg 1 9 l i[ BI¢ 113/8• U 7/8• 171 210 B Binds 1 12 N 8k3 91/16° 117 /B• TJI 210 Bkddng Pels 1 5 � �al . n 8k4 1' 1 19/16' 13/4 x 11 Blocking Panels 1 IO 36'x20 DUCT 1/2 i �lr� ti IA' HEA D otir�l` 1/2 X27 l :Do: 1 /x2 - / / SW 4' x 8' 23/32 Str ucnood Ede Gold (24• Span Rating) 1 24 Pm1k1 orga L : BK I • 1 1 1 - - - � -- - r i II II ._._. HANGER LEST - Simpson Strong-Tie Company, Ix® 1 H6 1 I � I I g I I� _ = Hl B H6 .. flat Qty Product Lobel Top Nails Face Nolls Member Nolis Notes �1 4- - -- Hl ©I I Ii W Hl - HI 14 IL52.06/11.88 1 - - 11 142 g III � _ _ - II _ I � � 1T"� 10-10d J H2 8 1U52.06/1L88 10-10d (5) 1 °i ". B I C� - I B H3 4 MI1M.28/11 1616-1410 2-NW � iHx l H2 H2 ;2 H3 II Ng Hill H4 9IV5206/1188 t0.10d -� r, t'' -T� 011 E & El I„ E & El I it " � �_� ��_ .� num x68,22 � D 141 II I I fil ms I ' I A3 • ; I (( 8bdm Required .A2 A 9 - 9 22 DBLTJI ,eJ . % ----_ _ % . ..fi t 12 0 11,'0 TDBLT31 1 ;1" 0 I • g I f An N CREATED BY DRAWN BY DATE REVISION n B � ; Weye hoe user RNS >d /3o /0E t P A . & H � - -' - - - - - ; F 1 2 D y 107th fgo MB n /22f0E N II N 1 ll■ I • & F 1 FAX (503) 64 -2 065 r I II II „ FAX: (x SW N O O • . 1.11 _I I g tea:- mr mr.� - mss .�>_ t LEVEL NOTES ll • I II ©. Ir I ' ll_ ' I JI �' - ' 0 I , I flisNmna :O4-OR690-0019- v1- r2Uk¢TF.JOB 13/4• L51. BEES Rm1 I'- 31• r - �� •� O O P a Rm Level Nome TOP FOR 13/4° LSL ELKS ® 41' PI -fL Status I O d PI ; 8 otted :3/1x/200413:10 60. Rml 1 Rml 1 MIDDLE L.EVEI. FRAMIN6..Not Designed `-, WARNING JOIST AND BEAM LIST UNITE 6 El X2 TOP FLOOR FRAMIIJ6- 1/1x/20041345 tf Join n Joists en, m, Mad mmras �_ Plot ID Length Product Plies Qty NOTE: Level design ro gn t6 Indicated above provide I ► : : ! & a g mk.� �.� mama for proper level stacking. ■wit - 426 26' 11 7/8 • 77x210 Joist 6 DON ----- • wale. .r. • A24 24' 117 /8 210 Joist 2 • 1 . DO NOT barring to ma arpm• em Do =With NOT man.ne.d A14 14' 117/8• rn 210 6 A� Methodology: •A� timed WARDING NOUS: M. Al2 12' 117/8° TJI 210 Oa 2 40psf Live Load and 12 psf Dead Load nder mar.+ erataie.erg "palamro G m.er.q.oxare.ee Ax s' 117/8 TJI 210 joist 4 L/480 Live Load aradem 4 PLEX THIR MO 11'' 11 7/8° TJI 210j Joie 3 L/240 Total Load D FLOOR Mandr+ear. +. o-rraremeD.k.. m.m....at.eara• All 11' 11 TJI 210 Joist 1 812 12' 117/8 J o is t 4 I. e. sam. ommsae. ormm . ninon e°.aarapmmm.wm albs War nod .mr Bll II ll 7 /8' 17I 230 Joist 4 TI-Pro Ratbg Information _ env ewe= . a amens awes .mm.rev.a..rs Buildings 8,9,13,14,15 ,20,21,22,23,24,25,29,30,31,32 MI 4 ' 13/4• x 11 7/8 L9E Mierolko" LVL 2 Weighted Average: 55 a re.amre.o+o.e•.rem . m n .wDmrarrmmD.,mme . rgem P2 10' S 1/4• x 91/2' 2.02 8' 31/Yx91/2 2.0EParanoiaP5L 1 Highest Rating 41 2.02 Pa anoia PSI. 1 Est ating 71 a ee.e ® ®Ra. aura. ao em•gaamw.ms. P3 12' 13/4° x 11 7/8' 1.7E Tatbe•Strmd 1.51 1 Glued 6 Nailed Decking is Required P4 9' 1 3/4° x 11 7/8' 1.7E TlmberStra d LSI. 1 Direct Applied Ceiling of 1/2 Gypsnn is Required IL rrwew ®nm..w... •.ease R...w..e.•••• P5 14' 3 U2 x 11 7/8' 2.0E Poralimn PSI. 2 Floor Decides 23/32' Stnxxir ood Edge Gold (24• ' HANGER LIST NAILING REQUIREMENTS - Simpson 5hon¢T° C0 " �'i' 1n`0 P 12' 3 Yr x 117/8'' 202 Pmd� PSI. 1 Sam Rating) Plot ID Product Label T Nails Face Nola Member Ngfs Notes Normal O.C. Spacing ° 16" J...e ra e...., Toma.a +.nsa•aam+ra Qty Top Nal or...maa Standard Blocking: 81d• Hl 7 It/n.06/1188 10.104 ACCESSORIES LIST rsneoi'u soaps loam ...erm 'lJnits!natfJ!Othe.else ramam.e rao.•amrr+.. °soma 142 2 HU11 22 -lOd 6-NW Rtnl 20' 11/4' °l.3E T(tnbv5ttmrd LSL 1 2 - eaa 21.. aea em 1.43 5 MIT4.28/11.88 16d 10dx11/2' Pet 23' 6 U 7/8• TJI 210 Joist 2 2 Layout Sod 114' a 1' ____ .....•:•..e .. The placements of plumbing fixtures Hanger Notes: Pct 12' 117/8 171 210 Joist 2 2 ft eV 0.111,11.11 Pa 10' 6' 117/8' TJI 210 joist 2 4 • �° °' and floor penetrations have not been Pc4 9' 6° a 7/8' 210 Joist 2 2 SYMBOL wa •a rt* am roc s ace ape na mown. r gym:. a ea,... considered, Locate plumbing etc,.., in Ski 1 117re•rn210 Blocking ingPan is 2 16 LEGEND roan. ' ^•mm° - - e.amapegrp PLE NOTE: 8k2 I' 115/16 13/4•X11 7 /8'Paraiken BkdmgParnels 1 10 Q Point Load °a-x• such a manner as to avoid damage to ew• 10 117/8 Blocking Panels 1 1 _ Wm Load SEE DETAIL SHEET Bra 113/8• 117/6'rn210 Panels 1 2 the joist flange. If necessary, adjust FOR JOIST NAILING Rardo trl2 nrg�, e Go ood Gold (24' Spann Rat(rg) 1 18 o Areolmd joist layout +/- 3" to avoid such Bk, Blocking Peres Rm, Rim Baas: Pe, Parallel Coale o Detail Calbut Label . damage. SPACING (Sea Framer's Pocket Saida) • • A complete TJ -Xpert framing plan requires the Trus Joist Framer's Pocket Guide Sea Tam lane Pacer's Roche gJda for Prefect ttmeeeh nda.aartl • • ' JOIST AND BEAM LIST- UNIT Hx2 JOB COMMENTS Plot ID Length Product Plies Cry P URY WOODS A26 26' 91/2° TJI 210 Joist 2 A24 24' 9 I/2 171 210 Joist 7 • • A20 20' 91/2° 171 210 Joist 1 JOIST AND BEAM LIST - UNIT G/61 • A19 19' 91/Y TJI 210 Joist 3 A14 14' 9 1/2' T3I 210 Joist 6 Plot ID' Length Product Plies Qty CREATED BY A13 13' 91/2" TJI 210 Joist 7 A21 2!' 9 v2• T 210 obi 17 • Weyerhaeuser' All 11' 9 1/2 TJI 210 Joist 1 J 3838 a 74th st AS 9 1/2' TnI 210 Joist I A14 13' 91 /r TJI 210 Joist 2 r Al T 91 /Y TJf 210 Joist 14 A19 13' 9 1/2" TJI 210 Joist 3 • Toscana, WA 98409 A5 5' 91/2' TJI 210 joist I Al2 12' 91/2" TJI 210 wrt 4 A2 2' 9 VI 210 Joist 2 253-474-8888 A9 9' 91/2' TJI 210 4 FAX` 263- 474.0978 a, , B14 14' 9 I/2• TJI 210 J 6 A2 2' 9 Joist P1 8' 3 Vr x 91/2° 2AE P rdlmn PSL 1 P2 6' % 13' I _ = P3 3' P2 3' lir 2 OF Parellmn PSL 9 ■ I ACCESSORIES LIST ACCESSORIES LIST >/ �' 2L4 _ _ B4— === = =H ,„ yam 2 2 1 mei 20' a �� a 1 l /4• x 91/2' 1.3E TlmbaStrond LSL 1 4 Pad 20' 11/4' x 9 WY 1.3E Tlmber5tra d LSL 1 3 s� Bbl 1' 29/9Y Backe• ,lode 1 8 EMI 1' 23/3r Backer Blab 1 12 j I � � -I �! Bl n6' i Lam! Bk• T i 8' _ �I • "1 5h1 • 4' x B' 23/32' Strvchawood Edge Gold (24' Sh1 4' x 8' 23 /3r Edge I . ! !_.411; I . M I N Bk. BlorJdn Rm• R Im ) 1 25 ,Random length Rm Rk Bond Gold (24• Span Rating) 1 22 O � I 1 S I 1 1 I I I HANEER LIST - UNIT H x 2 FUWGER LIST - UP¢T 6/61 I � � I i Qty Product Labd Top Nails Foe Nags Member Naas Nantes Plot ID Cry Product Label Top Nails Foss Nails Msmber Hells Notes IRA= _ - 11 ��! HI 33IrV2.1/9.5 .100 2 -10d 2-N10 -4 Pr edaemi e a H1 10 IU52.06/9.6 8-N10 Rod o�edn to , tee I ti H2 13 IU52.06/9.s 8110 H2 6IU52.06/99 8-lOd (6) m�" J I a_ H3 2 IU52.06 /9.5 8 -100 (g) H9 2 Not Found cuts . III' ' I = -- � ' I H9 H4 1 Nat 1 ITT49.5 4104 2 -IOd 2 -N10 Hager Notes: i \ �. ! I � : t . � 6-10d Ho Blocks Required • j H6 1 1.1/548 4-1Od OS Backer � _ � ! M 1 WI499 2 -SOd 2-NIO ehehmd il' �, IN - - -- -- _ �._�— � : 1 H9 I IU524A6/95 4-I0d 8-I1O0d 2N30 LEVEL NOTES - UNIT 6/61 F _ , � , - _ I�� 2 Not Found 4-N10 4-N10 230 H11 •N O o a ftwo e m Mel � I — • - ' a ` 4 ' I HIO MIT4.28/9.5 � 2 Not Found File Nand tmH6b1J08 � I i - ors • - - I _ I 1 L lclt c 11 /9 / 2 o Floor (g ior� Required vbma: lv9 /loos 10:28 I ...:,> ,' ■ :: r: " 'g! LEVEL NOTES UNIT H x z Roof_ or /2005 07:22 Design Status: = " ?�c , ` .._ _ _ ■ -- v _i V:T �� Roof 10/27/200907:22 Wed iremrdnr. a • • a 1 � � I I ..!�:��i1:�1. _ Fib Name: UNtItJ08 1 I . - mum u . - e Leven Nam Main Floor design times Indicated above provide `►1 ` '' 16 d h . ' . • A 14 q 2 I � � ������ Pbtted:lv9 /200909:59 assurance for level stacking. � ���, \ ' _ Decimal Status: : Design Methodology: ASO I ` I II ' II I Se wd_F'b — or1 / 06:59 :59 f Area L� a n d 12 pat Dead Load H. nuuu� 11111�11 nom I A13 if i - Roof__IO/27/200306:s9 Mnzirmrn Joist Deflection: 1101.... � � agog: ' �u . NOTE: Laval design tires Indicated above provide L/480 1h• Load L/240 Total Ladd Um ar4 W�e7:�Mador assurance for proper Wee stacking. O . to trade rod maore to treb 17-Pro Rating Information: ee �� h � p Design Methodology: Aso Weighted Average: 57 F loor Area Loading Is: Lowest Rating. 50 UNIT G /&1 40psf LNe Lead and 12 psi Dead Load 6 Rating 6 Is m UNI r U U NIT U I Maxim. J oist Deflection: Direct Applied Ceiling of I/Y 6ypswn is Required L/480 Live Load Floor Decking: 23/32° Stroctw. ood Edge Gold (24• Wm inflows L/240 Total load Span R if doe d Wow donut • 17-Pro Rating Information Normal O.C. Spacing o 16 l > rowed + hat Weighted Average: *Unless noted otherwise Wrest Rating 46 / „ Highest Rating 69 ® a Glued 6 Nailed Decks g is Required Layout Seale: yr C 1. • Tap Bugs �`• Direct Applied Ceiling of I/2 Gypsum is Required b'le I 0 Floor Occidrg: 23/3Y Structtorood Edge bold (24° Span Rating) Pow e>e� k °m'r Normal O.C. Spacings 16 °• O Mawr egpmmm •Unlwrtotedothewbs marma® al OM dpratdryar Layout Scale: Ur a 1' G WARNING w_ Mete relmWtle until bread rawdy fr9r Mack M 00%to • ►*:. r Brecrilaed= — AW WTY(�oreatrdud •i°• • w __ fweaa mee0 o •win : mare DO NOT Met . /war astern ea mrea0ad Ur Jetrt flow rdtks. braced WARNING NOTES: AWL Us Mum Of: T7P . BadwMada (, W , normal rO Lech dareor eraeradrrd erwbuadm an raW In eedareedd.ua Wen JdR arytm �aerr7mmi }ipt tp ft, f arena If do Mood*dwl n a we w ■wed. =blabs .m be avoided 1167 3 PLEX.MAIN FLOOR "�d,o Wed •�aae��ax,••Te•kr�.aar. wit: fad load kaillyrd � �, \ � ( ! j aa fib„ idaaroe.a dills a•r s aaaaaar p t hahi•p•®•rraayteram , n•tlraetl•tll � � ' � � R duds:deka woe& Building 4 .. re.alrawesmaer . ee n•alehmlarar.rs . e.a 1 e hrdr l Oeeae owl e•Peerr rYnaaa La flew vein ember an al ve p.remaber•b• a-ai red a ra• p a eere mo anr w a ea eo e wu® vem� Apart LEGEND Q The placements of plumbing fixtures NAILING REQUIREMENTS O Point Load and floor penetrations have not been embeee mien ^- ada,tlmam.eme. r _ Line Load PLEASE NOTE: considered. Locate lumbi etc... in 7 issole aaa trmtlrlre. p �' 7iasrr•ee�e7•tld.mtveirter mama ° Area Load SEE DETAIL SHEET such a manner as to avoid damage to a: „mal.eaaa.a.ab: FOR JOIST NAILING BBO Beam By Others SPACING the joist flange. If necessary adjust l -- . elmepvral a•/rf tai. ova. ra •.acc To •raattl joist layout +1- 3" to avoid such 1011.0.0117$40S e� � •a„, .. ,. O (See Framer's Pocket J rem RIM ed arasward (See FI°amer Pocket Guide) d amage. �••e•n• peel gassy WI MIKE mtnaua • A complete TJ -Xpert framing plan requires the True Joist Framer's Pocket Guide sag Ras loin Raters Padget Guide tor Prided iradaae•e txt■aarim 708 COMMENTS JOIST AND BEAM LIST - UNIT G/61 JOIST AND BEAM LIST - UNIT H x 2 PARR- ALOPWRON CANTERBURY WOODS Rot 1D Ledgtl, Product Plies _ Qty Plot ID Length Product Plies Qty • A21 21' 9 I/r TJI 210 Joist • 2 A21 21' 9 1/1 171 210 Joist 2 A15 15' 91/2' TJI 210 Joist 8 A14 14' 9 210 Joist 2 Al2 12' 91/2' TJI 210 Joist 21 413 13' 91/1 17I 210 Joist 14 CREATED BY A9 9' 9 1/2' TJI 210 Joist 5 Al2 12' 9 l/r 171 210 Joist 1 48 8' 9 1/2' TNI 210 Joist 2 All 11' 9 I/2. 171210 Joist 18 Weyerhaeuser 815 15' 9 I/r. TJI 210 Joist 14 MO 10' 9 l/r 171 210 Joist 3 3838 s 74th st MI 8' 1 3/4• x 91/2 .9E Microilem LVL 48 8' 9 1/1 171 210 JeIst 2 Tacoma, WA 98409 P1 16' 3 1/r x 9 Pmd W lam PSI. A3 3' 9 l/r T7I 210 Jt 3 203-474 -8888 P2 12' 31/2 x 9 Lr 2AE Parollmn PSI. 014 14' 9 1/2 TJI 210 J °Mt 4 FAX: 253-474-0978 P3 9' 3 1/2• x 9 Perallmn PSI. 813 13' 91/2' TJI 210 Joist 12 P4 8' 31/2' x 91/2' 2.0E Pmellmn PSL 812 12' 9 1/1 171 210 Joist 2 P5 r 3 1/2' x 91/1 2.0E Farallon PSL B3 3' 91/1 T7I 210 Joist 2 P6 6' 31/1 x 9 I/2' 2.0E Perdlom PSL MI 7' 13/4' x 91/2' 19E Mlcroilan LYL 1 • II % u' 7' x 91/12AE Parollai, P5L P2 11' 2.69 x 9 I/2 2.0E Porollan PSI. 1 �11 12101 Rml ACCESSORIES LIST -UNIT 6/61 P9 9' 2.69' x 9 I/r 20E Pmdlarn PSI. 1 -- ■. - � ■ PO 12' 31/2' 9 1/2'° 20E w el limn Fsl. 2 . . '> L_1♦ 1 11 II 20 ' 11/4' x 91 /r 1.3E Timbc SlYed LS/ 1 6 P6 !1' 31/2' x 9 1/r 2.0E Pmdlmn PSL 2 1 F61 4' 17/8' n Fill M 1 1 � $14 % 4' 31/2• x 9 Farm an PSI. 1 _ _ : _ 1 Shi 4• x 8 23/31 Stnxtrawaod Edge bold (24' Span R at i g) 1 26 P8 3' 3 1/1 x 9 PoaBam PSL 1 --- _ 13:1- 2 i I 1 r : ,. , Ff .11 2 ' Rio, Rte Board P9 20' 51/4' x 9 Paroflan PSL 1 Al $14____= I N: M : - II, ! HANGER LIST -UNIT 6/61 M1 / 20' O1/4• Foram PSL 1 1 2 I. I Rating) 28 • 13E TlmberSt j I I 111 1 I 2 Plot ID Qty Product Label Top Nails Face Nails Member Naas Notes AO ESSORIES LIST - UNIT H x 2 1147 HI 31 WU52.06/99 8110 Rol 20' 1 1/4• a 9 I/2' rond L. 5 I in' < B1.3 �� I I all_ 1 -I H2 2 W548 6 IOd 4 lOd DS 9' 9 Joist 1 Fe idenami.nmbrad H3 12 M1T4 $� - - _ , I I 28/99 4-1410 4.110 2 -110 Bkl 1 1 15/16' 9l/ T X 210 Blocking Prods 5 I ad widen. refer to /' anent nets Joist rim I H Notes mix — _ anger oe Bkl• 1' 10 1/2• 9 Ur T71 210 Blocking Panels 1 „�� I ___.__ _ '' u� N u� N tic N u� N N Ian N N 5i-`: F61 T 17 /8'refFBa•Bloelu 1 i.wdatoalwa Shl 4' x 8' 23/32' Structm M m1 ar ia __�� \` I J N �?. N wood Edge Gold (24' Span / H7 R12 _ ...ggqyyy; � " _ �1Z H7 I LEVEL NOTES UNIT 6/6I BM, Rand leng blo ckin g panel arts J I � -E-----. : . - g � _ . : _ I Bk, Blocking Panels: kit, Rim Board: Pc. PardW Closure . �% II UNIT H r H7 '�'�- I I �t _� aaatltltll LEVEL w1 I , I 1.-.F...-7. _ -- 1 II __ 1 ___ _ _ __ IHi UNIT H II Lad None: Second Floor HANGER LIST - UNIT H - : n — — 8 — — — I _ 1 u _ _ r. _ _ 2 -- — — _ �• Plotted 10/26/2005 07:42. Plot ID Qtr Product label Top Nails Face Nails Member Nails Notes bealgn Stance H'1 — $13 11.- "' 813_ B =BB H7 Second Floor_10 /26/200007:42 HI 42IUS2A6/99 8.110 � �', R o of _ .. J O/26 /200507A2 H2 1IUS2.06ro9 8-10d (5X6) H3 =___ 2 " � I I r FI � , � �-, I � 2 m design limes H3 4 U2.68/10 14-N10 64110 -- - -- - - -- I •• ��Q UI {I I, .c "ii) H3 - - - �� _ for proper le ng.�� H4 IITT9.5 4•N10 24.110 2-N10 _ J ��I��, HO 2 WS48 6 4 - 1 1 ai Ii 1i! ----- Design Methodology: ASO H6 2 W548 4 4- 1 ,j I 111111 � iii a l�'II t5B M 7MIT428/99 4-N10 4440 24110 Wed five den = Floor Area Loading L: H8 3 M1T428/99 44110 44110 24410 (5X6) �' •°+ , _Q]I - ;�� �. 111111111111,411 11 ! ^' Ma Jattt 0efkctkn � Blocks Required ` !1,1 !III II;I � ' I N I , I , , I � V240 Uve Lead (6) Hier Bkde Required �!1 ` "A I .� _ . r!■" s , . •r• I ► ! , T7-Pro Rathg Information • t.uir i, ra.iv . ii Weighted Ave agc 52 LEVEL NOTES -UNIT H 6/4 t lowest Rath: 39 roan MOM 1 I � I 1 I �' 1 Glued Rating 69 File None VNIHJOB . to _ I Glued 6 Nailed Decking la Regained File Nam Second Floor O g lroeabra ^' .+ - I •i •.�'�• { �' .... 1 Direct Applied Ceiling of 1/2' Gypsum is Requi ed Pbtted:1O/26/20051O 30 pies Woe �oI I _ _�/�� vi .' Ii 1 � kng:23 /32'StnxhawoodEdge Status '� I PC lfr , �i r l " � ' ; r - ® , I � `1 t • C. II I Normal 0 C. Spacing -16" Second FloorJO /26/200510:35 Roof . _1O /26/200510:26 Wth �� -- i ' ■ —ilkr E r. ��i �m,i �o "Unless noted otherwise xda<, o�et"� - - -�- - -- '�� it __ I i��'' !I .- . L ayou t S cale:114" = 1' for rleef' rig °bar°p'ara° � ' IPdYJlepbr>a'� 1 — lillin I II .1111 1 .I DrskylA50 . Floer Arm Load ng ra I - .. — _ — , -- - -.I 40psf Live Load end 12psf Dead Lead Operator added additkviai loads. Montano Joist beflectka :1; � 1 1 � III ICS -. I I` L/480 Um Load U240 Total Load r 17-Pro Rating lMonmatWc O ..,,,,.,„ ? „„ r . -- ---� ----- _ i I m 1 I I� 1 I • 11 WARNING _� � boat e cki Ceiling /32 ' Strvt}of I12• rw o an d Edge Gold 1 ( 24' — _ , , -- 1 air, De nor.■ m m•uar aim a s.auu■ar Span Rating) 23/2raewod Edge d ( RITO aN �_I 1 II EMI �� -� e ,.c ar p a.aagds; ��� 1W'(l7lmmm.dcd,et H- - - H5 aoxor.emreon... : w :a ooxorn,esogmsos NoromI • t I I 1 UNIT G /6 1 1 m •� ar.manm `LhdestrotedathemLta ua A mt fl1mmapa. I I wAxx osotes: ,ad.dMTrl• 6odge bbd, lmd 11 I I � I I al d ulna amgmammr .aggmmti Under Layout Scale: 114n v 1e d r --tI (+ to m .210 _ • •—• 2 �-- 13 todordna wadduw maobsan saanubm n. ad.d. dMfio I I I. .•d• , m'o , eam•".ms se *Shah Yr.*NM ma Name. /itll tai m d)m ea. ta., 1 SOM. .o ®s•febbnaarabe.esa r Cobb ab<aatneb.rog•ba.1. 0 10,- - ' 1 4111j , \. >a 6R �dedduep all& 1 Id* erarbMmWb.•Osa reb.boamarar•m•aw � „d, ♦,agm,■ rem m TJ.p..m...mm.beaby.m.mb • am ef a ILO dmYmmi .mesmmbb.m.abmme■■ SYMBOL LEGEND L ref•.■ np. m• m.■•y.�b..emo d /r Limbs dimwit ' �" The placements of plumbing fixtures O P P ng NAILING REQUIREMENTS o Point L and oar penetrations have not been ..■ .m.m.• — Line Load PLEASE NOTE: considered. Locate plumbing, etc..., in 3 ALEX SECOND FLOOR T/`° 1Mida pue 1,70.1 — r Punman.. V � ''° A L im .x Rr.■mb.rm. SEE DETAIL SHEET such a manner as to avoid damage to •— .m■aa.mmesm....ba4ar•am. FOR JOIST NAILING Building the joist flange. If necessary, adjust g �II.. 1,....a...•.romg BBO Beam By others SPACING W ea.,aac . LOX on). To •, a , a1g. joist layout +1- 3r' to avoid such r�.a•�. Me = �= • .. -a-,m (See 0 Detail l m e er' Pocket Guide) ......................... damage. a.Mt r,•gm.mn,..m a mmg ®m.. • A complete T3 -Xpert framing plan requires the TruS Joist Framer's Pocket Guide .. Ss ma Jabs rhmv'o nrod.t adds for Product irodamwy information V-1=11 _1• F Jog COMMENTS • �` • m l}14 ■.�. r 814 PARR- ALOIWRON I . R 2 I QL' _" _ _ _ a _ -- _ I • - 2 :Mt JOIST AND BEAM LIST - UNIT H CANTERBURY WOODS �I -_� -- �- -- -- -�- = i .. 1 1 < d:_ Plot ID Length Product Plies Qty : 1314 8 2 N ' I d I N =--- 2 r A26 26' 92 eY ;. I= I 7 �M = C�■ _ RENE ,t" ' 1 Al9 19' 9 1/r 17I 210 - r. I� � . ~ A14 14' 6 Taean909 1 I _ - - �- - ,� A 13' t 7 293.474 -8888 I _ I� All 11' 9 1/2' 17i Jost 1 � r _ I _ II , M.111111k1111111=1 I _ I l II AS B' 91/2'TJI210 FAX. 253 - 474-0978 14 A7 7' 9 lir tti 210 1 I p • I H2 1 I H 2 i 01 i ;� �2 2 9 yr TJI uo di 2 ��qi 814 14' 9 f/r TS/ 230 2.0E Parcdiam PSI. J � �� t r1. ■� I -� 1L_7R P1 8' Vrx / 3 2A EP4umlmnPSI f 1 814 L��� ■ I a14 "' \11 .. ' air f(l All. 2 2 All Hl ■� _ • P3 3• 3 V2• x 9 Vr 2AE Ptcollmn PSL. 1 4 ' I I r =_ I I ACCESSORIES LIST I. i < ■ ' II IN .� Bbl 1� 23 /3r8ackerBbda 1 8 • : I _ _', _ _ _.•' � ;;_� Bid 1 91/2' TBI210 BtockingP 1 2 • O l I - ' I Sid 4' x 8' 23 m 2 trocn ao d E s 1 1 �� L ■ A14 �� , � II ' • — Be, Random knglhb91/2 T71 210 �aGold(24'SpunRatlroJ) 1 25 Bk. BlocIdng Panels lem, Rim Board For bd■mdl°aYOad r • __ � __ 3,— - , I G 111 i I � - HANGER ` ISST - UNIT H x 2 , Inaf comings, rater lo 4.1,4 worm Thu MA rts bo■d Roraima. ���nary ^r i I• uivu n�a�i: `- --.___ E - Plot ID Qty Product Label Tap Nails Face Nails Member Nails Notes jam � j ra•aamaaa�w� .c� .iiaa:uca� c r ^v:v■r� ∎•=1 • 1 � __- _ _- II . _�_°'' - -- MIMn = CI: ' a il ~ 1� 1 � _ ___r'° � I : - 1 94 10d 2-I10d 2.1W • \ � � : x `1 A . I 1 1 i� l H3 \ I d Tam lath ‘114 3 II A14 I. I ������� H9 I MIT28/9J 1 1149 .5 4-10d 2 -lad 2-N10 H6 be■d - arw Imo W.•Mmlaan IHUI�� 11 lime \• = E A13 I • ll I rIC� 11��1.1� H7 -110 wvap.1 1" 440d 4-10d 24110 • rte ' . ■ •'-; 149 11115206/93 8-10d HID 1 MI1428/93 44110 44110 24110 ® UNIT G /G1 UNIT G /G1 a HII 2 Not Found _ Hanger Notes • . UNIT H UNIT H `5) Required II II • LEVEL NOTES - UNIT Hx2 .. ..1 .. .. File Nine: UNtH.JOB. , III i\ Level Name: Vain Floor I � �� _ Plotted 11/9 /20050999 8A ..,..... it 13 ® Design Status bruin *do - Main Flooe._II/9 /2005 09:58 %% him em msa■A blab d • O Use abeam Floor-10/27/2005 6:59 9 Raof�30/27 /200806:59 bearing pies kW - NOTE: Level design times Indicated above provide assurance ce for proper level atacktng. Design Methodology ASD • • . • Floor Area Loading Is: Web stiffeners r 40psf Live Load and 12 pelf bead Load if Ada of lover oaf G =.-= G Mmdrmon Joist Deflection: ► . 11480 Live Load L/240 Told Load • - . ' :, . , 17-Pro Rating Information: Wdgh T ted Average: 58 '4. 4 MAIN FLOOR , Highest Rating: 69 WV, / 70IST AND BEAM LIST.- a rt 6/61 LEVEL NOTES - UNIT G/61 Glued A Nailed DecJdng is Required Buildings 10, 11, 12,16,17,18,19, 26, 27, 28 Direct Applied Ceiling of 1/2' Gypsum is Required • O ihnaarMlsfll amts • Plot ID Lark Product Plies Qty Flle Nine: unit6bl.JOB Floor Decklr 23/32' Shtrctmwood Edge bold (24• Span n9) minimum 0100%m Jets: dowel A21 21' 91/r 171 210 Joist 17 Level Nine: Main Floor Normal O.C. Spacing a 16° • All 14' 91/r TJI 210 Joist 2 Plotted: 11/9/200510:25 ■ • A39 19' 9 1/2° TJI 210 Joke 3 , "t` - •Urdett noted otherwise HANGER LIST •UNIT 6/61 Al2 12' 9 .4 . Design Status m 1� WARNING _ A9 9' 9 Vr TJI 210 lol t 4 Main Floor_ V9 /200910:25 t 10 °0 wt�r until broad � i°t ° O ' • Plot ID Qty Product Label. Top Nails Face Nails Member Nails Note , I a a aews: —. Layout Scale: 118 1 Mar bledc Non WA ton Al A7 T 9 171 oist 1 StnxndFloor_IO /27/200507:22 a 1 1- w aalboBded Vr A2 2' 9 171 210 210 Ott 2 Raaf_._10/27 /200807:22 • w • MN. Union 16d (Mkt tab W 10 IU52.06/9.5 84110 813 13' 9 112 210 Joist 2 ad NOT aim .w■r. . n.rr OO NOT Mid er°Rap from each Ado Witt St H2 61052.06/93 &104 m .aaeecaL mms ambrYh on unehw6od 171' �h tkpa atlthe H3 2 Not Farad P1 19' 3 VY x 91/2 2. P mollmn 'q 1 l NOTE: Level design Nina brdiasted above provide Oraoad WARNING NOTES: Um fl?tem rods with T7D tkda bkdc ihnd p2 i' it/prx /r 20F Allonym PG S assurance for proper level sidckirtg. tars of Fepw tutemp doMg mnsmuWm can nom In melonsaplamti undo Mit grain flan t to fop - Bin} ' Hanger Notes ACCESSORIES LIST Design Methodology: ASD ammo! m m If ndlI1 am tmowmwa a aotina° d. aos.nsc nrbm ° m no a to balm flag. • (5) Bader Blocks Required t. ma re ■m era. r r b.eeeapen a •lr.wa.wm - Rml VY L3ETsmbvStrmd LSL I 3 Floor a Lag �!5'� (ry AtttaftoMh ten 1W ton rat Bbl 1 1' ' 23 /3r 23/3r Backe r•Blaeb 0ps 1 12 f f U � ps 2 .es inn• nos •be.eteesso.■rrrar.servese..wrm. flkadLaod br.rewawar. 6 • 8W 1 9VrTJ1210 BloddrsPan Maa els I 2 dmml Joist DefleeHm m uu r ® awer.rm e & ynawaimeee brwre..e.eaava �� / • R Bid' I 11/16' 91/2' T7I 210 Blacking g anels . 1 I L/480 Live Lead a ebbaewb wok rrbwel'J •l.a teem .amrbmmb Om, wa. war ... bladr she 4' x 8' 23/32 Stnrchmuood Edge Gold (24' Span Rating) 1 22 1.1240 total Land Be, Random length blocking panel arts • mrrrrrrrrerar.bmme . as.bmaiaa SYMBOL LEGEND • O Ward Bk, Blocking Petals Fan, R6n Board Information: o re Rating Information: a trosteme.ba.rws.rab•rwr x• res <.a esom•a Weighted A1era 57 Point Load Lowest ghestRTt 50 NAILING REQUIREMENTS 0 Highest Rating: 66 The placements of plumbing fixtures Glued 6N T .Idata twrra wmard t>Q Line Load dkAttecklrgkRegdetd r -.em - PLEASE NOTE: FlrectAppliedCeilingof1/2 'Gyps=IsRequired Totowa �Ye�.rm��.r° and floor penetrations have not been FloorDecking :23/92° StevetunuoodEdgs6dd (24° teera.bm rearm molts mbar a.. O Area Load SEE DETAIL. ng, etc..., Span Ratin loin one. wrav° • . consi L oca t e plumbing, tc..., in ■r moos.. moo... ma morns, r m .m. q•r mare esa. FOR JOIST NAILING Normal o•G spacing • 16° ra71 1tw• l"�..... wa BBO Beam By Others such a manner as to avoid damage to *Unless rated otherwise row an too s . raw rem a me. SPACING row mrwre9ara c meow Detail Callous Label the joist flange. If necessary, adjust Layout Scale: 1111° • 0 1' mC.ag..� „ a a� ° °°'�0 (See Framer's Pocket Guide) joist layout 3° to avoid such °_ ..t,m.a,.....—a damage. • A complete TJ -Xpert framing plan requires the Ten Joist Framer's Pocket Guide se the Joist Rame:Bhxca Guide for Product thdestre Ldrrmdkn Rml Rml 1111111!•111•1111E111111•11• Joist 1a JOB COMMENTS Fl ■��'�• JOIST AND BEAM LIST - UNIT H x 2 Plot ID Product ' 114 I CANrJ V WOODS , : _ _ _ _ : 2 • 1 . 1114 I _ — III I I mo, ` I - ` P I I –_ ! AI4 21' 9UY TJI 210 2 2 ' I I I I di I I 11 l l - III m UY T.71 2 0 CREATED BY 2 III w I I ' I I I 2 I A13 13' 9 A32 12' 9 U2' TaI z10 Joist 1 AU 11' Wei _ 1 I 1 I II 11 I I I I III I III I I I ' "- o-n AIO 10' 9 Ur TJI 210 ./Joist a 3838 d 74th at I : =d1 P I 1 II I p 1 5 I I 253 \ 2 AB B' 9 1/2' TJI 2101obf 2 a nna WA 98409 I I I 1 I I 1 A3 3' 91/Y TJI Z10 J 3 T 474 -8888 M1 R13_ _– I I I I I I I I I I I I I B14 14' } .I7 • 9 210 4 813 13' FAX: 253474-0978 � ,.� ,t wig ' __ I I - N E+ N 2. N 2• N I• N E+ N 2•t N 2•• [ I N I N I N I N I N N I N : ; ! = 5ng r .. 812 2' 9 U2' T7I210 Joist 1 2 I �rl L Jll� –N I I I N__�12 H7 aI M1 7' 13/4 ° x9 1 /r L9E Micron= LVL 1 ®_ _ I i i I _ _ t r�� I P1 14' 2.69° x 9 1/2° 20E ParanoiaParanoiaPSL 1 II p I 1 - I _2 - I • _ _ � ® I P2 f1' 2.69' x 9 1/2' 2.0E Padkan PSL 1 i 4 71 1: P3 9' 2 x 91/2 Aeolian PSL 1 1 UNIT H I - - -- - - - - - - I I - � � - -- _ ___ H7 UN IT H r x 2 Imo: 1 —T - --- r I 2 I u1 Rl raid uti 2 P6 I2' aU z° 9 1/2" P P PSI. 2 - P6 11 3 I/2° x 9 Ur 2.0E Pmdlom PSI. z i M _ 1113 I '� -LL ��r r _ _ — p7 4' 3 U2• x 9 Ur LIE Para/lam PSL 1 1 m 2 N,l — � - -- 20' 8U4•x9UY2.OEPoro1 P9s1 il 147 0 I < ti ,-�I© �■ �-,I ` ,.. < 51/4 x 1 4.2.0E AE Parallax: L 1 _ ' I _- - - - –___ �'� �� ©I Iii H3 __�� P10 21' Pil 20' gt /4 ° x 14 . 20E Raranam PSL i 1 �I! I� -- ' - - _ - ACCESSORIES LIST- UtdTH I , I .. iij ,� I � � . � � I . l = al l 9' ElImbrr5L_ '� • e ime i, —� ��.. .. Bbl 1' acede For t �� _ I • . l � Bid 1' 1 L5/16 9 Ur TJI 210 Blood Ponds 9 a atttrm � I I 'I I, �'�� RM. 1' IO 1./2' 9 Ur T.71 210 Blocking Panels I �!t tmudatwlsa !/r 111. Ell , n l�_ �I�►! Fb1 7' 17 /B'rretFi nerBlocks 1 \ -- `. \ - �. — :y �I `-.: u - ' -•, i I �. 8 Shll a dam It gth b2cking panel Edge bold (24• spelt Rating) 28 I ' ' I I , � ��, I - 1 �, —' Bk. Blaklrg Pmxts: Wn Rlm Bard ve, vdrolkl Claaoe nosiest 11 ' c I v. l . kf _ • : OV I "" _ I I I ^' 1 •I I' L m HANGER LIST - UNIT H x 2 O Al d may rY • minlmrunlma I I '' � � � � ss I ' ' -L ;� • Illt 'I': ` i � I �� , Plot ID Qty Product Labe./ Top Nails Face Nails Mather Nails Notes m uss m n.m I ~ • ®1JrL _ _ _ I I __- .. i .i I , H1 42 IV52.06/98 8130 P C IrMO LI$I I iI ..T.7 . :- _ i� -- : 7 -- =2��.- �•�i ! Alm - c1 �' �1 � � - `=j�.un� s 1 -� �- . !Alm • H2 1 U2.68/10 8.101 (5X6) s •1!11 1 IL' A1u , H3 4 V2.68/10 14-110 6-110 �, Ii _. ,� U I _ H4 I ITT9.5 4-N10 2-N10 2-110 - 9 = = -� __ -.I F R RO_ –_ : _ MILL i� . ' .IR • . H 2 Lis�48 6 416 1 1 k � , � — 1 . M 7 T8/95 4-N10 44110 2—NW , i I < II — I H8 3 MIT4.28/9.5 4-NW 4.110 24110 (5X6) ` 'I 1 >b d • o I � I. ( BaF k. MIT4 RegWeed � IIN � I • II m � II .. - E • . t S m (6) PIIIer Bloch Required . � p �� — = - < = II :1 \ F F LEVEL NOTES - UNII H x 2 - - -- - -- k • - --- -' flbName VNIHJOB sear Nada 1 I �� 1 1 ' I — h m -- i -- tH . II •1� 1 Mattel:10 /26/2009 035 Status —1 1_ �I I H5 . 1 � � wn P2 n Gm ; �5�ecad Floor-10/26/2005 !0.39 3 - - -DG down 1' on 61 units 1 (roproductchange) - – - H5 Roof -_ .10/26/200510:26 ,�,„„am, ee ; I 1 UNIT G /&1 ass UNIT G /Gl . I I I 'NOTE: ° design design thnes '^ afa � nodes, lege*rot I assurance far proper br<c rJdrg. � . bdcp/ 1 it .e.10 o _ - _ _BBD 11110_ 11110_ _ . — p 1 1a tt _ Design Methodology AS in fb¢ Floor Area Loading :s: j 40psf Live Load and 12 psf Dead Load Tb �`� Maximum added additional additional loads. �i St ii Jotst.DeflecNrp Deflection: s M L/480 Live Load - JOIST AND BEAM LIST - UNIT 6/61 x 2 HANGER LIST- UNIT 6/61 x 2 LEVEL NOTES UNIT G/61 x 2 1./240 Total Load Hot ID Length Product Plies Qty Plot ID Qty Product Label Top Nob Face Nails Member Nails Note Fa. Nmne sdt6.JOB WelghMeigh RrtA Ave aertraNOn: O Manger Might nnrae -- — roga: 54 ramaora of IDS of NM *pat A21 21' 9 U2 TJI 210 Joist 2 HI 31 IU52.06/9.5 84110 Level Name Second Floor . Highest R 70 A15 15' 9 I/2 VI 210 Jae 8 H2 2 LU548 6-10d 4-10d D5 Potted: 10/26/2005 07:42 ' -; Glued 8 Nailed Decking is Required 42 2' 91/2' 771 210 kart 21 H3 12 MIT428/95 44410 4-N10 24410 A9 9' 9UY TJI 210 Joist 5 Design Stets's: i WARNING Direct Applied Canna of I/2. 6ypsksn Is Required hip, Joreb o. utssm. mm ta¢w rtm q Flat : 23/3r Stratmwood Edge Gold (24• AS 8' 9 1/2° TJI 210 Joist 2 Hanger Notes Sc oord Fkwr.10/26/m07 07:42 FAv Nxk NA delta 815 15' S tir TJI 210 Joist 14 Roof10/26 /200507:42 wc.. & w. s r .eetG ata.de: .�. _� ■ - Span Rating) Roof_ ___10/26/2005 r o e s . MI 8' 13/4' x 9 1/r 1-9E Miaollmn LVL 001107 � mime near O.C. Spacing -16°• u" to led lisp) let ra, PI 16' 31/2° x 9 Ur 2.0E Farallon PSL NOTE: Level design threes indicated above provide s m/aes ... • m • "tl ea noted otherwise Rossi Shenk d P2 12' 3 Ur x 9 I /Y 2.0E Pendant PPSI. 6SEta'@I00 for proper level etacldrg. Wang WARNING NOTES: Aft. wefifhwab Om 171. pd„ y 6,p p3 9 3 Ur x 9 Ur 2.0E Vemllam PSI. M.thado ASb Layout Scale: 1/4" = 1 • P4 8' 3 Ur x 9 Ur 2.0E P�"dien PSL lo .sui of arc8p mehtp ms.tramen cm t� s soots meow. Under lmrrt�nv�a•trta +4b w maul eenmaama the fon wtup %MagermyMame&meldasenM molobee 16'. t m p F5 r 3 1/2' x 9 Ur 2AE Parolkmn PSI. Floor Area Loading Is'. 40 waken P6 6 3 40psf Live Load and 2 psf bead Load t. rare .eftmem.,m...mrpsrre•prresa,a Attach with P7 21' 7'x 9 Ur 2AE Paraiba PSL Joist a t - / �� OWN. v. ra".me .a.br.r•rrp"•pe•r •• I:a /aI* •••a 'l '�` t9tshed des psseae lJ24O T ve Load a arVSrrr•r ye®etrsmrar.t.e..a.aarrras fit ACCESSORIES LIST- U1•IIT /61 x2 U240Totd Wad G arr •me Swap* ...e..mv flow eats aerb.aas sp.m. • epos • door! Nth den of Rml 20' IU4•x9 LIE TImberStrad1SL 1 6 TJ-PrO Rating Information: aw•sm,a.waw oar sro.toowwo•.tea. SYMBOL LEGEND � �• FbI 4' 17 /8 Filler Blacks 1 1 Weighted Average: 52 aTYpsr ® • eb os mar,tpl.u".m r Pr tombs ems.. O , R 4' x11 23/32' sttuetratrood Edge bold (24' span Rating) I 26 ' 5t Rating: 39 NAILING REQUIREMENTS Point Load Pm, Rltn Board Highest Rating: 69 Glued 6 Nailed Decking is Required The placements of plumbing fixtures Direct Applied Ceiling of 1/2° Gypsum Is Required ;. "a'a1°m°°ass«o- "a _ Line Load PLEASE NOTE: 4 PL S F LOOR Floor• Decking: 23 /3Y Structweood Edge Gold (24° rsmmao... rp• wmrr•rm and floor penet have not been Span Rating) ns aid ..t"a Tamil •ewrrtess••a..e I= Area Load SEE DETAIL SHEET +roavnrr•a•.. considered. Locate plumbing, etc.., in "°�' oz. Spacing a I6 ansb...eaam.=e•a.eb..ewr°.dfam Buildings 10, 11, 12, 16, 17, 26, BBO Beam By Others FOR JOIST NAILING gs ,,,,,18,19,6, 27, 28 • Unlmnotedoth otherwise (,~ =�, ,.. SPACING such a manner as to avoid damage to Layout Scale: 1/4" a 1' wo nuwee=cou etsm Detail C011out Label � am..P (See Framer's Pocket Guide) the joist flange. If necessary, adjust Oft tame= ro.rocmtee t 072WOK ps.•a 0 +0:107r•4s07. dpststaa. joist layout +1- 3" to avoid such Let=natits %mom mem memo damage.