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Plans (150) ,N\ .,b - LJi_\01--4- \t 1\'- cn,v c_-\-\0,(\315.q.. 1 . Pacifi mbar NOTES: I-JOIST LAYOUT px FJossreTGYT'umco IaTRYLTIpN ° _ ppJ �I-JOIST CONNECTOR SPCG rR 'ALL BEAM SIZES PER ARCHITECT/ENGINEER a_ T> 7-tstt ckingisnotstruceret required prey 4I''th W U.1 V & TRUSS COMPANY (� : %I-Joists aro cpntinuousl lateraN supported b W Q 9-1/2" RFPI-20 16" & 24" 0.C. connection to the sheathing a6 the:op flange.In z ly] I 'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN _ _ ! sedition,the joint In the sheathing shall be posit'oned �:= ��' over the ezn[cr pf one o'the tuo top flanges tc assure 5 a � v 10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING sheartra efarbctueen sheath gpanels. Z(q BEAVERTON, OR REQUIREMENTS w- W I— (506)858-96631/4" = 1 n 24" 36" m MOVE JOISTS +/- 4" TO AVOID PLUMBING 1 -0 Scale ON X SHEET _---- --- , - - x Z o w = PL17-428 CUSTOMER:WESTWOOD C.)a U) LEVEL:MAIN FLOOR PLAN•:277A p J 0 0 PAGES 1 OF 2 PLAN NAME: JP o u, :N 9 y,- ' --< 4 O cc DESIGNER ERIC D. LOT 02 MANGOLD J¢ I.; A ,,a X I � I.' 0 DESIGN DATE 1111712017 SQ FT:2,772 Y R `"` d PAC.LBR.REV. ARCH PLAN DATE.1 0/0 912 01 7 JeV a`o E o PAC.LBR.REV. REV. Y 4 )10,` yq 1,11,1.2 a ^m o>.I :Som a PAC.LBR.REV. REV. li m sit'- _0 Eva:,o.c JO 1., ll _ v S I 'nt ,. -'t' .F.,.�t 1 8q:� C9 c o c`ro`o_m a 11 1 a,.�., t i.-§e '-'i h.,�v i a�n= n . Main Floor Products 1-09-00 aoo�rdm- $aSto r t e000 JI 0 Eta Zto." 02 PIotID Length Product Plies Net Qty W„ C oa a;: J1 30-00-00 9 1/2" RFPI-20 1 13 r _---Ji _ _«� E W 9 m J2 16-00-00 91/2 RFPI-20 1 8 , JI 3 LL$ aog2a,Y V m 2c?mg`m o c n J3 10-00-00 9 1/2" RFPI-20 1 12 LL u a�o E m� g Ih - LL m''a1£m c a 3 BK1 4-00-00 9 1/2" RFPI-20 1 14la "_ m�" V H-1P.hoEan S- J1 m m — 41f0 z a — JI O O >N C JI tr g C O 8 ; 2 , a 7 @ OO c 0) JI 3 G C 1+1 O p U It_ —41 U y s � a JO d u1t� 5 aoQ�vf�i1 � vi coTm ;L– V a)– > `o i Is HI-CS `O..€n JO CO J9 6 JO I (II) x.;. JO i... 1111.111 Psi JO —... 11111111111111111 2 n LEGEND : H= HANGER CALLOUT ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR _ DESIGN CRITERIA ®= SUPPORTING POST FLOOR DESIGNED TO MEET OR EXCEED O _,-- - �eMmq __-L LIVE LOAD U480 L/480 DEFLECTION CRITERIA --.,. - ... I TOTAL LOAD L/360 R = RIMBOARD -, _ �I; , ._. .._-. FLOOR LOADING BK = LVL BLOCKING REFER TO STRUCTURAL PLAN FOR i II tI ' ---.,�- }- BK = JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. `�II O ,\Citi 11.:... $ LIVE LOAD 40 ADDL. MATERIAL CONSIDERED IN LIST. s VIII -TIII - o: 1 DEAD LOAD 12 J = JOIST CALLOUT = ,.,.�^ �/ ,-• _. ROOF LOADING HADED HVAC DIAGRAM ON LAYOUT IS GENERAL GUIDE ONLY. ..w,. '^"" 9 w". (r B = BEAM CALLOUT I _________ -^�^ _ LIVE LOAD 25 .,,...,,.....�,.,.., ....... .....,...�.�n. 0 �.a.: .ar.''.. DEAD LOAD 17 NOTES: I-JOIST LAYOUT Et 0 Paafi umber -- ox wsrnin ouTruee cogs*wcnoa DOJpt.Gl-JpIS7 c�NNEGSONSrEGS CC W COMPANY "ALL BEAM SIZES PER ARCHITECT/ENGINEER 24" �._"Ta Filer blocking m not structurak requred proyidad both W J & TRUSS 11-7/8" RFPI-20 @ 0.C. & 1--Joists aro continuously!atonally suoportad by W "SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN / conroctwntotnt In the athing atthecopbenge.n Z LI1 CC _ _ addltbn,the joint M the sheatHng shell be posit'oned O - over the center of one o°the two top flanges tc assure 10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING 2-ply 11-7/8" RFPI-400 @ 24" O.C. smart transfer between sheathing panels. Z(n BEAVERTON, OR REQUIREMENTS 7-____,- ....-- WQ U m (506)858-9663 MOVE JOISTS +1- 4" TO AVOID PLUMBING °' "'. - W 1/4" = 11-0" Scale ON 24" X 36" SHEET - ,- ;; . ,- -.. , ,u. , r zo w PL17-428 CUSTOMER:WESTWOOD .. 00 No LEVEL:UPPER FLOOR PLAN 0:277A J I] O Bio Q Q PAGE 0 2 OF 2 PLAN NAME: I =Q DESIGNER ERIC D. LOT 0 2 MANGOLD CC DESIGN DATE:1111712017 SQ FT:2,772I a PAC.LBR.REV. ARCH PLAN DATE.10/09/2017 Bi Bi i''. `1 ,'' S i d, a`o m o v oa_Q S 's PAC.LBR.REV. REV. ■ ° e 1-00-00 `'.A I.4 f - PAC.LBR.REV. REV. o l i... r 'Ia V nmEgg'.cWE I o-� . ? a N=2=omE$c.L z -..-. -x I....__ i L 0= g °E n Upper Floor Products g I Bkz 3 I ©I o >rr...e2•0nE c PIotID Length Product Plies Net Qty I Iw : s` 1 � �i _a cOi ;_ m s g®o r J1 16-00-00 11 7/8"RFPI-20 1 20 .-m w re X m o�s;'''w m a.'n' dam ` .� F ��, p o- -lpT . �"9.m iupi c,v,F k'; 22 ao m ma o8Ea J2 14-00-00 11 7/8"RFPI-20 1 11 1 I m CS U 1.0.J ../$t'kS.x 41°1 V 1,.5 1 I-' m.o.-m...0 a& J3 12-00-00 11 7/8"RFPI-20 1 5 o-��,. I V a m `°'a J4 8-00-00 11 7/8"RFPI-20 1 3 O m 8=°m m p m m.__ J5 20-00-00 11 7/8"RFPI-400 2 22 I I E-a a o°'c'i` A----------=Or ._.... ...._... _._. .. V a m E m E°c e B1 16-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 2 I a m o m :o` B2 12-00-00 6 3/4"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 „,I L. °°a�a m B3 24-00-00 6 3/4"x 22 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 A.-----------.“I as°g-. o„&o I m$`maC,�®co B4 20-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 ,�I I m o c' o B5 16-90-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 ,� r 1--.E g.ar $11 c E o 86 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 ml L B7 14-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 2 2 d1� I. 42 = B8 12-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 I I . m II .. ++ u) V) 69 12-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 2 2 Ji---------4I J 3'.'O L B10 8-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 I „,I I„, O p i d B11 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 .14. —..11, df B12 20-00-00 7 X 11-7/8 BIG BEAM 1 1 wi IME I c o1::;.1 O B13 20-00-00 BBO2 1 1 d�� ve „Q 0 o t 814 16-00-00 BBO2 1 1 E I wI I MI V' c O C a` a8 !.- mac B15 8-00-00 6602 1 1 �... o C ,2 O ` R1 20-00-00 1-3/4 x 11-7/8 LVL RIM 1 7 I I/ e7 9 - 3 CD w 3 BK2 4-00-00 11 7/8”RFPI-20 1 10 ..... m, Z a) 2 0 a) _ BK3 4-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 8 �'1! W y m td Connector Summary d— i s Iaa'0%d• iism.g I W O W rn c 2 PIotID Qty Manuf Product Skew Supported Mtl —s BI; 2j1 B4 212 113 ! C)-.c a o .O. V y Q Tz H1 1 USP HD17112 1.5 RigidLam LVL 1-3/4 x 11-7/8 �� I r O L1- 0=— .- 112 O m 1 USP HD17112 - 1-3/4 x 11-7/8 LVL RIM ' H3 1 USP HD412 - 2-1.5 RigidLam LVL 1-3/4 x 11-7/8 _ "' " '"" """"" ._ o�_ O H4 1 USP HDQ17112IF - 1.5 RigidLam LVL 1-3/4 x 11-7/8 IBB m eii O • h ....=Q In as H5 1 USP HDQ17112IF 1.5 RigidLam LVL 1-3/4 x 11-7/8 _ co —c H6 1 USP HDQ410IF - 2-1.5 RigidLam LVL 1-3/4 x 11-7/8 I W co0 O ±' l = 0 0) t. ~H 0.or H7 2 USP TH017118 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 .. H8 58 USP TH017118 11 7/8"RFPI-20 c0 6 3/4"x 12"Glulam(1.8E 24F-V4 DF/DF) " H9 1 SIMP. MGU7.00H12-Conceal L Ba I 2 I I 00 11111111111 -----. BIO iiI 4 4 8K2 4 4 II MN I 812 1 RI 8131 RA r LEGEND : ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR H= HANGER CALLOUT =.17.11DESIGN CRITERIA FLOOR DESIGNED TO MEET OR EXCEED LIVE LOAD L/480 ®= SUPPORTING POST o �- - ""� o = _ m� ,. U480 DEFLECTION CRITERIA ""'P""` _ TOTAL LOAD 1./360 R = RIMBOARD �'1 ���� ��, REFER TO STRUCTURAL PLAN FOR � 11 I ,..... ---- FLOOR LOADING BK = LVL BLOCKING �,/' ��� i ----- ADDITIONAL BLOCKING REQUIREMENTS. �/II 0 r`r�i'i LIVE LOAD ao BK = JOIST BLOCKING ADDL. MATERIAL CONSIDERED IN LIST. ..16r :, r---,.• % IL- J = JOIST CALLOUT `,� ei .-_.__ DEAD LOAD ,z ""'^'•"' ROOF LOADING B = BEAM CALLOUT SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. .,..w° ` Ir :_- _ LIVE LOAD 25 ..,.,..,....,....... ,y>.. :=',;,11"ZO .a.x. .E,,.�... DEAD LOAD 17