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Plans (7) NOTES: Q CD Paafi umber ALL WORST CASE I-JOIST SPANS HAVE I-JOIST LAYOUT 'ALL BEAM SIZES PEER ARCHITECT/ENGINEER y' & TRUSS \ COMPANY BEEN ACCOUNTED FOR ON THIS LAYOUT. *SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 0 PLEASE REFER TO THE ATTACHED I-JOIST " "REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING 9-1/2 RFPI-20 @ 16O REQUIREMENTS lc' 10515 SW ALLEN BLVD. CALCULATION PACKET. MOVE JOISTS +/4" TO AVOID PLUMBING BEAVERTON, OR CI (506)858-9663 col 1/4"=1'-0"Scale on 24"x36"Sheet ® GN CONCEPT a PL20-41 5 TAYLOR — CO MOM RECEIVED �acoxni pscNcoNro,wM 11111:!:i CUSTOMER: MORRISON/POLYGON ° REVISE LEVEL: MAIN PLAN 0 222300 A/E t T jeR ❑ Or. ��I PAGE 0 1 OF 2 PLAN NAME: "ab mm� 7 MILBRANOT ARCHITECTS lx DESIGNER: KAMI HENDERSON LOT 0 CITY OF TIGARD4 c r a: DESIGN DATE:12Rl20 SQ FT: 2947 n CONFORMS TO DESIGN CONCEPT PAC.LBRREV.7/27/21 KLH ARCH PLAN DATE: 5/4/21 BUILDING DIVISION 'A ❑ CONFORMS TO DESIGN CONCEPT WITH d O i0 2.2 PAC.LBR.REV. ENG.PLAN DATE: 5/4/21 REVISIONS AS SHOWN 5:2 c N io PAC.LBR.REV. REV. ❑ NON-CONFORMING-REVISE AND RESUBMIT MT MUM RE 7,c.E 2 W a O 0 m g q w -_ EMI DEEu`MUM aMUSESiu"iT`F .,°d..TIM it o E ii.�o''o.�w .1,,.,.0, N C T T Q C SW. ,•Ab n x g _ r o.g cons'E red m.e RI I R, CT ENGINEERING INC 1-v n;g 2 tj c 5 _2 q«c 111111111k y ,,. " MAIN LEVEL Products -e ?m°o o' °q PIotID Length Product Plies Net Qty V '• LL=0 g J1 30-00-00 9 1/2"RFPI-20 1 14 ,, „ E-o an=o`wd= of.... °' J2 20-00-00 9 1/2"RFPI-20 1 17 11 a r`o o__'a�=:=• n`m._ J3 18-00-00 9 1/2"RFPI-20 1 1 1e 8,o n�@m mO. J4 12-00-00 9 1/2"RFPI-20 1 19 '1 11 c-a v W t-r q o J5 10-00-00 9 1/2"RFPI-20 1 2 J1 �+ m;.E P'a a-o J6 2-00-00 9 1/2"RFPI-20 1 21—"` FF v c c-,o .1' H��Qo nn� o B1 16-00-00 1.6 RigidLam DF LVL 1-3/4 x 9-1/2 1 3 B2 12-00-00 1.6 RigidLam DF LVL 1-3/4 x 9-1/2 1 2 JI - B3 10-00-00 1.6 RigidLam DF LVL 1-3/4 x 9-1/2 1 1 _ J1 -I 0 - 9 �z J — mot B4 44-00-00 BB01 1 1 J1 _ . 0 c N tT B5 20-00-00 6B01 1 1 c ; o R1 16-00-00 1X9-1/2 LP-OSB 1 11 si " ®N_ 2'i c BK1 3-00-00 9 1/2"RFPI-20 1 25 - - y s3 3 p o t5 * (9 c v a RI C Q � ooc Connector Summary p T" •— c `o PIotID Qty Manuf Product Skew Supported MtI R, h—v H1 6 Simpson ITS1.81/9.5 - 9 1/2"RFPI-20 " W Yoi/V) a co " Wa) maco III, VQw c°ao 5.2 ® m - O. y • O O a [ U M 1 y 63 s N N a� 0a ilI m t tnvAo m2 HH emEII� I jkite,T PA) - 0 0 3'- 61 1 ( 66Lk1 GiUJ '. a7 .f:1 t IauIUU J, J�I i I . si,„,..... INN. 2 FLOOR DESIGN CRITERIA g1taLEl�otstcfNINFvnoNusECa VYCOR WRAP DETAIL LIVE LOAD U480 PAR.IJOIST ynTNovrpuEg coNsn"ucnou Od SQUASH BLOCK DETAIL Q BLOCKING PANELS ©RIM BOARD LEGEND . Filler blocking is not structurally required provided both I-Joists are VYCOR _ ' FPI«sne eoN ne WI Motu.WWI vertlmleeae TOTAL LOAD L/360 continuosly laterally supported by connection to the sheathing at cenn per don nanaar= NPP maximum VYCOR wRA- cadmmxr -0r-RiP�aRiM RimboaN cues RFPrJO,ST FLOOR LOADING H= HANGER CALLOUT top flange.In addition,the joint in the sheathing shall be positioned ` -I- �I a pn° Des Pn Gnba l« aquaaN over the center of one of the two top flanges to assure shear P.T.LEDGEAAEA[IER OR blocks Vs' R = R I M BOA R D transfer between sheathing panels. FOUNDATION Pure ,'�\ MshMoser Man `, ' LIVE LOAD 40 BK = LVL/JOIST BLOCKING Most depth bNA• ��ll and 41I— _ Fbu,'Wdh VYCOR WFAP W now amp J = JOIST CALLOUT -44111$7441 �°��� �. ,_,,,� IV,4 z_,2 3„r '."1 , �� 1e date.1,atln. •� �aeaatl '°a DEAD LOAD ,2 Mn Mad nin Rlaz Min Nhd A•r RYt Ndn nax f °�e lateral 7o ► ROOF LOADING Admb RFPIJa a op Ph[e =Vanah iltIr RFPFJ"iir b,"p dMe B = BEAM CALLOUT + r �II �I Muimum eer.bee per vAd,a LI it .beo �' al0e I _ boxBtl naN auto Weo 7 ,S r 1Y r z4• r ]A• r z4• pair a squash bbclm thaw bearing. WOM for dec.. na Rimbond theSense at bean,. BBO = BEAM BY OTHER „':. _ (' ; � Pair of Squash BbcN '1.'...de =.."... Teavatl Tti �pe.inadR b see WMStl eb minimugNa,panpad LIVE LOAD 25 r 18' r In- r 24• r 24' r 1A' / Si ma* end a of lY from o c.en usetl t«Waal shear h a Mrenumm or,-12'rrom r esA mnev4aaaee®a4aabvaxx 3800 5800 entlWma'aLNk be transfer,nai fo bearing plate Nl nut NaN may be MOD a000 .oiuiw an>'e'�b°I`ea„bm°vpa°a. mr mwmaarne as rewire' waMre g nh ww�P t DEAD LOAD 17