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• "' THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING LITERATURE USW), f f 0 r� FOR MOBILE PHONES z H • _ r A ed el: r,,r� n l' PA IFZIR C! of Ti a rd ; ©App Store MUM u y OFFICE COPY .: o �aao,�A� omRMI L U M B E R El r. Approved Plans �Gix>glcplay W 3 By kik. Date 1/t / ( Q _ -, : 1 , A rsRm1 .. Framing Connector Summary I _1 _.� _i ... .. PbtIO Qty Mama Product Shan Slope Backer Wks Finer Web Stiff 8. 1m kil - / H1 2 Simpson HUCQ1.81/11-5051.75 - - No N. No D °. Approved pians N Li M 8 Simpson IV52.06/16 - - 2 No No ,O 143 B Simpson Iu51.06M - - N. w N. P .. (� - fb S 0 •�' H. i Simpson I552.06/16 - Na Na Yes shallb e o n job s l to h . o Tilt 2 VI I -- - - - _ PbtID Length Product Plies Net Qty 1 a a "_- __ _ HMI 31-01-02 I6"TIL.210 I 1 /1 1 ' C`' \ t / Vi H24 24-00-00 16`T7I.210 I 6k.v LTL" \V�.! ` t./ N -- - - -_ 1421 21-00-00 16"MO 210 1 t - M6 16-00-00 16"TTI.210 1 7 HW 10.00-00 M.Me 210 1 I _ I T�o l eta] �_ I �.O S M 7-fq-00 Ib'772.210 1 1 Ir/,�/,v(iJ Yru� Q iJ1 L`J,�\,J H6 6-00-00 16•TIDO 210 1 1 —_.- .;. HO 5-00-00 16"TI2.210 I 7 _- H3 3-00-00 16•r72.210 1 2 T j�� ,, _ -- ----- - F-4H2z-ao-oo 16•vas zto 1 1 Z24 224-00-00 t6.772.560 1 18 REV 1 1 Timber5tread -- -- ..—_ ..,.. . Pbttb Log* Product Plies Net Qty _____ __-____-- - ____ -. TSRimI 20-00-00 11/1"z 16'1.3E Timber5lrand.LSL t 2 TSWml 20-00-00 1 I/4•x 16.1.3E Timber5trands L51. t 5 r-. _ ___ _- ___..._—. - TSI 16-00-CO 1 3/4•x 16.1.55E DinberStrade 1.51 1 2 ------- -.--.--.-- T52 14-00-00 1 3/4"x 16.1.55E TimberStrand.151 1 1 T53 13-00-00 13/4•x 16.1.55E TimberStra de 1.51.. 1 1 — --- - --- 754 9-00-00 13/1"x 16`1.55E TxnborStrand.LSL 1 3 —__ 752 ,_ 755 4-00-00 t 3/4•x 16.1.55E TnnMrStraM.LSL I I Bt M '_•�c .-755 Design AccessoryLength o H21 �.. PbtIO 1-08-0 Pedcr Nies Net Qty fir--= IA _--- ---- ,Y I 1-08-07 3/4'or 7/8'Backer/locks I 1 111\ 1-00-00 3/4"or 7/8"Backer Mocks 1 8 �� CO o --- '-' ___,-.----`l'. 1-01-04 3/4"x 2 5/I6•Web 5Hffeners I 2 O w _ _ _ • Ot0�V1Y N F .• _4(i Sheeting LAV O'_ap -_-_-.� _ I m P107D Lena* Product Plies Net Qty v. N - - -- rj 23/32'x1Yx%'WryerMer.v Edge bold Peel(0/24)766 FP I 36 W 3 5 .O NI Z w ors H6 H3�H H10 , LEVEL NOTES 0 ..�. _- _ _ Arrant Oete: 6/20/2019 Fib Nat: 5018-590 6RJrl CO O Lem,None: Upper ••. _. -- TJ-Pro Rating(Weighted Arenpep 53 M'mimen Laud TI-Pro Rating 6 Joist: TI-Pro rating=48,joist=Z243753) I Maximum Lad Tl-ho CD © FLOOR--.".. Rating abut: TI-Pro rating=72•joist z H7(i726) M -_.-"--- - Floor Container: PCI Use/Occupancy: Re.dentiaB.iringAraas _-_-_ 4 Flew Area Lending is: 40.016/ft"Lire Load 4 IBJ)Mft'bead Lead I _ _- Maeoen Allowed Deflection: 1/480 Live Load 4 L/240 Total Lead ie .. TI-Pe Rating Information _ — Weighted Average: 53 Directly Applied Ceiling: Gypsum 5/B• Detling Attachment: Glue and Nail _ -- Decking Material: 23/32•x4B"x96•Weyer mawr Edge Gold Pad(0/24)TAG FF Plumbing drop -� ret... -:_ ' Bbtkkgat,,,axs-oro-000.<: No A3 A3 �� __ TSI_ g9lr- T II- _______,_--_________ -- ii.7^ ^ TSRimI ... 751 . 4 r 1...d /2 = Joist may be shifted up Additional joist isff to 3"if floorpanel edge 8 , g H required if floor panel is supported and span edge is unsupported i - rating is not exceeded, or if span rating is • -"'°'""" �R 8 Ob not Guo joist flanges, exceeded. . 11YAR1'�Ini ....:=7..........t....,...: Laid Marto or RladypMoral:Ila'Tl RNn B.we, entwoommemeweeLL a -- _ b.an6411.sI.aa 1�•ari�•TNMwShrM`LSL TA"lalet ` Loea Goan Move a,....,r. m .r. ,^ . r^�x.Ml II % a.n.r r Move Mat Max ' ' 00 NI rr.. :wr.w.r �, m R7r ® 'y w...awo...in "-"^n°"rn*"�' Web nh Ili --- 44-1-1,72.7: ` } •"' o..:..o,w.sw• ro.w2w II over sae WOW 11 when rewind 14Frr�.. 7� �/ �i mMn �\— .na.oe.waiv on both •O!! Illi ti 'LL "+-� ��_-. �l .T ��4il I` dpmbM Ml ml.....n ... - .r-Mu.nmw.w. --_ rr•y__.��. Oti ..een^m. I! rant of support sawed aeras rti 1 .... �� ©�#�:4,541,115,77:::‘ °:'.•n,...x 11=== J .."'".,....�_...... e. CI cs Ua.MI minimum squash dock.a ,,...,.. 4; ^'w:. IL... ...-7—_,,,,,,,,,—......--.—.,4_.—;,==---IOO transMroadarerM TJr°/oho .�+— - ...-...=,„ p— LAYOUT SCALE:1/1"z]' O± SHEET . m 1 of 1 M. A COMPLETE JAVELIN TM LAYOUT INCLUDES THE iLEVEL. FRAMER'S POCKET GUIDE. """'•""""'"'"'•"`""•` -- - PDF created with pdfFactory Pro trial version www.pdffactorv.com _ Layout Material List Report Customer J A V E L I N Street Address 1 software by Weyerhaeuser StreetAddress2 Job: SP18-590 GR city State Level: Upper Framing Connector Summary PlotID Qty Manuf Product Skew Slope Bk Blks Filler Web Stiff H1 2 Simpson HUCQ1.81/11-SDS' - - No No No H2 8 Simpson IUS2.06/16 - - 2 No No H3 8 Simpson IUS2.06/16 - - No No No H4 1 Simpson IUS2.06/16 - - No No Yes TJIs Plot ID Length Product Plies Net Qty HBk1 31'1"2 16"TWO 210 1 1 H24 24'0"0 16"TJIO 210 1 8 H21 21'0"0 16"TJ IO 210 1 1 H16 16'0"0 16"TM®210 1 7 OFFICE COPY 10'0"0 16"TWO 210 1 1 OFFICE COPY H7 7'0"0 16"TJIO 210 1 1 H6 6'0"0 16"TJ IO 210 1 1 H5 5'0"0 16"TJIO 210 1 7 H3 3'0"0 16"TJIO 210 1 2 H2 2'0"0 16"TJ I®210 1 1 Z24 24'0"0 16"TJIO 560 1 18 TimberStrand Plot ID Length Product Plies Net Qty TSRim1 20'0"0 1 1/4"x 16" 1.3E TimberStrand®LSL 1 2 TSRim1 20'0"0 1 1/4"x 16"1.3E TimberStrand®LSL 1 5 TS1 16'0"0 1 3/4"x 16"1.55E TimberStrand®LSL 1 2 TS2 14'0"0 1 3/4"x 16" 1.55E TimberStrand0 LSL 1 1 TS3 13'0"0 1 3/4"x 16"1.55E TimberStrand®LSL 1 1 TS4 9'0"0 1 3/4"x 16"1.55E TimberStrand®LSL 1 3 TS5 4'0"0 1 3/4"x 16" 1.55E TimberStrand®LSL 1 1 Design Accessory Plot ID Length Product Plies Net Qty 1'8"7 3/4"or 7/8"Backer Blocks 1 4 1'0"0 3/4"or 7/8"Backer Blocks 1 8 1'1"4 3/4"x 2 5/16"Web Stiffeners 1 2 Sheeting Plot ID Length Product Plies Net Qty 0 23/32"x48"x96"Weyerhaeuser Edge Gold Panel 1 36 (0/24)T&G FF (t)User modified item.($)User added item. 6/20/2019 12:06:29 PM Page 1 of 1 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT IN : . Transmittal Letter T l G A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Pais on DATE RECEIVED: DEPT: BUILDING DIVISION Q � - n SEP 11 2019 FROM: Amok# c-e:(1.`FSR-- CITY OF TIGARD BUILDING DIVISION COMPANY: jy1 Jc r. c ,l (EA/("7: cj)CLEF✓ —7 311c) 1PHONE: (5?3) 5- — . i., 75b- By. • RE: t MC(( SO lInJ (+t. l( CA-- hrti5—c 0 l — 0 0 3 ac— (Site Address) (Permit Number) (Project name or subdivision nag,and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies• Description: Additional set(s) of plans. Revisions: rip()( ``U (,5� Cross section(s) and details. Wall bracing and/or later-A1 analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. 1 ' Engineer's calculations. Other(explain): l REMARKS: �,\t, ') Al FOR OF _ ICE USE ONLY ^,� Routed to Permit Techni 'an: Date: q "j Initials: AiP Fees Due: Yes No Fee Des : Amount Due: $ b --0 1l2rXev��--� $ P $ $ Special Instructi• s: ReprifI Permit (per PE): _ ❑ Yes ANo ❑ Done Applicant Notified: yeri...._ Date: 4/fye/ii Initials: ; I:\Building\Forms\TransmittalLetter-Revisions_061316.doc