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Plans (110) I cd-c7 Co, &cv 6�<%? /XS / /‘ -- QU Q \ - \ I -450.0 \ 1 15.00'SANITARY l' I LEG ND. E TRACT A _ — SEWER �� �•�,.,�� SEWER ESMT J; ss SANITARY Pacific 943': -_�, s '. 7 171 _ ` r s� STORM DRAIN Commu t:,,, 457.4 � . �••• 45: �/�1 e. = 'r, - W WATER DeS1c ll _ .• E ILINE ' t 60 I'/ �+ ® MANHOLE 2664 SW Main Street y l• _ - r� Tigard,94197223 � � �- --w� 15.13' 19.37 _462 A"- rte- I ^ ■ CATCH BASIN (11so39ai-9a12 34.43' A�' / ; DATE: 12/11/2015 28 23, \ `" ' ' 1 b' * STREET LIGHT REVISIONS ,. ! STRAW WATTLE PERIMETER NO. DATE DESCRIPTION X32.56' I I\ r \ :,;:vi f' EROSION CONTROL N ., I --- 2921.68466 ' � a9,308 SFi`� ``� I II — I i �'# '' PLANT (3) STREET SETBACK SUMMARY I I I i s TREE: 2"CAL. \ 4M DOVE TREE / ; FRONT SETBACK: 20' y I I I AI '~ ' '-- DAVIDIAOSIDE SETBACK: 5' i� N i I - INVOLUCRATA STREET SIDE SETBACK: 15' ` I o I \ C BUILDING: 50196D 6.00' REAR SETBACK. 15' \ I FF= 480.1 PUE a 30 / �� I I I GARAGE BFF=471.1 , t ,\ i1 i - v I I I �7 J � .o I I I I j 's CV o 11111.111‘ 1111111111111111111111C �I� I \cn 6r -1� I. 121.10 , : CN a 3 10.95' traiwA ��� J 46g ' t�� v // PORCH 4)0 ,` %.' ` I/ l�\ o o 1%`; W t I ' -_•. ---- ±JJ 1 LOT COVERAGE: '1 \i __.-----1--- 1 29.24' i 6.00' �� L ''''. ^ I x LOT AREA: 9,308 SF ���✓ i , I 27.51' . PUE4 i) t m '> � POLYGON AT ! io '. 7 v 20.72' , V.. 4r,': `' °' _ r *�,����!%� ti. BUILDING FOOTPRINT: 2,364 SF ° ` J1 -_._--.T 1 11.41.411114•0411W,041110 r� � , , �1. . -471.6 BULL \\., p —„ -�.--I ira� � � � ; COVERED PORCH: 232 SF MOUNTAIN 478.8 -- � N �i�� ��t __ "' • VISION CLEARANCE TRIANGLE CANTILEVER LIVING SPACE: 41 SF / ---(;)---71111111 COVERED PATIO: / WATER METER � j iz' 0 SF o ��1 r -''r �!t 'M n11PM AA` SIDEWALK A M I `�� `. - , DECK AREA: 224 SF T; .. / PLANT (1) STREET so .D SD SD , D LOT 29 N SD TREE: 2"CAL. STORM LATERAL TOTAL COVERAGE: 2,861 SF PLOT PLAN ' 111111f6'4) GOLDENRAIN TREE / SW SEINE DRIVE - A , SANITARY LATERAL -M KOELREUTERIA / 30.7 % H1 55 PANICULATA / SS x� 5 ! � ss SS �` t a 7,1® i / / o IMPERVIOUS AREA: 3,647 SF I 0=°- )c- ---A''„ __„...„..1 --. --.0111. I,001'°".°."tor: ‘\ li. '-#\ _.•-0'''" j ; _ l � ' CITY OF TIGARD POLYGON NORTHWEST503 ( ) 221-1920 Appro�rr:` ° ;,, Planning6) 2PROJECT NO.: 395-031 O S V1W8 V D y / g / I TYPE: CONSTRUCTION / Q LOT 29 (R-4.5, LARGE) SCALE REVIEWED BY: PRE Initials:cn r1 � � 10 20 POLYGON AT BULL MOUNTAIN 15206 SW SEINE DRIVE 1INCH=20 FEET Q Z 38'-4 318' ANN NEM NM!MINIM MIMI 1•111111111 11.11111111C=Mill MUM 111111111111111.111111111111SW ', IIIBIIII 11'-6112" � Ell 111 �oNEmow GARAGE 7.W..L:...Rr•.LL '■;��>s.�■a/♦li-— —r 3 ma �'� IN�r'' ' kill FJ1 , � I POP' e ... Por , !J .. MI w, ' _ FJ2 0? 41.4 AIL* , 1 I l'I ®�� AIMS t160 , r4 '41.1a 1111111111111a1.11111111111111MMik NM*MEW p . 1 mi . a - 1 Mi J2 „orAwrAft, ,, A...A .... ,1 0 .1, w �I J3 J4 . 0 13 J6 7.5:12 ill AIMIMIIIIIIII J6 .'._ . F ; ► i 1! i I J7 ,iii 1� J8 Al [l llkiAimimmimm iii 4 J11_ 1.15 10 IIIIIIIIIIIIIIIIIIIIIIIIPIV .. '''' LT NI ,. 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Al 40 nom g 1 , A 144'..."/ 1/ IIPPliii IA ILN 19'-8' , 10'-10 314' 1117 314' 15=1112' I Z-881 fi-0' "I pX CONFORMS TO DESIGN CONCEPT Q CONFORMS TO DESIGN CONCEPT ❑ CONFORMS TO DESIGN CONCEPT WITH fl CONFORMS TO DESIGN CONCEPT WITH REVISIONS NOTED REVISIONS AS SHOWN 0 NON-CONFORMING—REVISE&RESUBMIT 111 NON CONFORMING-REVISE AND RESUBMIT THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE DESIGN DRAWINGS MID SPECIFICATIONS ALL OF WICH HAVE PRIORITY PRIORITY OVER THIS SHOP DRAWING. OVER THIS SHOP DRAWING. BY: MRP Date 12/15/2015 By Alexia Fukui Date 8/12/15 CT ENGINEERING INC MILBRANDT ARCHITECTS ©Copyright CompuTrus Inc.2006 BU/LOCK' ISSUE DATE ABOVE PLAN PROVIDED FOR TRUSS POLYGON NW 01/29/15 TRUSSPLACEMENT ONLY REFER CALCULATIONSANDO PROJECT TITLE; REVISION-1: ENGINEERED STRUCTURAL A N1. DRAWINGS FOR ALL FURTHER 5019-B POLYGON INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORDPaoli 1 . umber PLAN" DRAWN BY; REVISION-2: TFOR ALL NON-TRUSS ; 5019 TO TRUSS CONNECTIONS.BUILDING / B-B CHECKED BY: DESIGNER/ENGINEER EVIEW AND APPROVE OF ALD TO R . `DESIGNS PRIOR TO CONSTRUCTION LOCATION' SCALEREVISION-3 & TRUSS COMPANY OMPiNY 1 CV 0.15" - 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss. CONTRACTOR NOT 5 PACIFIC LUMBER COPYRIGHT Y014 ROSEBURG FRAMING SYSTEM`" 1)VERIFY ALL FRAMING CONDITIONS quality engineered wood products for today's builder" 2)ALL FOOTINGS PER DESIGNER'S PLAN These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2014. (UNLESS NOTED OTHERWISE) The plans may not be re-used or copied in wholewneor porthe plant written of these ion from Pacificother Lumber RIGIDLAM'LVL RIGIDRIMr Company,which retains copyrights to,and ownership of the plans.use it these plans zbye any other 3)ALL BEAMS PER DESIGNER'S PLAN product supplier other than Pacific Lumber Company Is strictly prohibited.unauthorized use or (UNLESS NOTED OTHERWISE) copying of these plans.Infringes rights under the Copyright Act.Infringes face liabilities that include &09FBYR®FOREST PRODUCES RO6L81Rti lOW£SrPpOOUG7S 4)USE CAUTION WHEN GUTTING penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. FOR PLUMBING 4 0 -.4 RFPI-Jam' 5)PROVIDE PROPER SUPPORT AT ALL SHEAR W ALLS anstauao soartrvmooecu TH/5/5 A PLACEMENT PLAN ONLY P!/6N NOTES: This layout is to be used in con junction with THIS FLOOR SYSTEM WAS Architectural/Structural plans.Verify all DESIGNED TO MEET OR shear wall blocking placement and connectors MAIN FLOOR JOIST LAYOUT EXCEED THE LIVE LOAD Purchaser responsible for approving this SCALE: 1/4"= 1'-0" DEFLECTION CRITERIA START ayout prior to any construction. START OF L/480 FRAMING 5'-5 1/4" 3'-3 1/4" PECK I I DECK FRAMING FLOORLOAD/N6: HERE L \ I - HERE 40p5f LIVE LOAD R1 t _-_ (2)B3 t R 1 2psf DEAD LOAD _" _ - --- 51 _..l__ (2)B3 1 51 JS ' I] — �-= J1 -_ '- SLEEP/N6 AREAS: 30p5f LIVE LOAD R 1--- J Ji - , t, 111111111..k-`� `� �, `D 1,11111_— " 1 2psf DEAD LOAD J5�.,.1--- _ __H _ ---_ -- I1 =: lP -- —_e • '± Ili ___'_1 1 ROOPLOAD/N6: ••y__ w _� d- --� t W m V IIMA II- 25psf LIVE LOAD 139 o f N O o — 1 7psf DEAD LOAD An 011111: . iniiiN .-Jr - =Lfi— rye -11 --_ N = ry __ - — __ .___.•L,'I :ewim°"0"'""'..e�.=W..,n -o qJS -----=J4----------+— -- �_--- -- Q D _ - P 1 J5 1 I -24,- d7 -9 K IL F F it .� _ � Eli i� .i. B1r - = r J� _ • z p - — sur $ �C y e , `V 1"i'-1 1/2"J 1 - l ■ 1 1-1 1/2 �0 Ta 1.111111111.111111.1.1111MIL-' ' _ �� Ri J ,1 J1 d r J1 „ m• = II m _c - — ___=MMERMIROW—. :��� Ill i 1 — b --- — J 9 r Q• Q -, QS -_ _ _ m KKw. I U 4� J 1 1. I 1 - .+ Q -- _. V =way,. ,�o a bm«.,., Q a:.:.f31::::.: _, 0- A ,/� T ; i —T1 W Ill '- -- - RPP(BLOCKING PANELS METH BEARING WALL ABOVE Tr: ® R 1 'iG/ ---a'�- ---- 17 - -- ' - - - - = u - NTS. .... :r__-,,YJ-I L-±sem K 1--- Jb 1. J7 - �-7 IT- rt I _ .i - �_ r r =In 4• d•-,,, ,I 1 ir ,��PAINININVIIMI SOLO ALL _ II��'I aE oWTOPosrAOo E 2 — —11111////1111111//1/11/1/11721011111111111111111111101111111111— ��IIl a o�.W� J2 �i � /�h z LO BEA II �-2. €ate __ ".t, __ 1 ° II i ' _ _I _) �' I I -- 8'-4 1/2" , 10-3/8"-- '. R1 R1 � 10'-3/% .� Y -- --- - Y' I - , -- I I _s— -,�I y POST LOAD TRANSFER DETAIL �I �j a- — �I'. ala 1 N.T.S. =EWA= it '1 IIIMIIMINMAIMIVAIMIKEINIM milmmoriiIIM111111•111111111611111111awaNINIIIEN_ Ems.. 1f---- J2 51 R 1 J-1- ll --II . J4 I. PORCH 1 1 PORCH PL 15-409(MAIN) IMPORTANT/ POLYGON 1 SB(BASEMENT r11TH JOISTS) REFERENCE IN Mrk• Materiel Width Depth Grade dttg GUTLth Tot Lth GUIDE FOR ALLL FRAMING FRAMING B 1 RigidLam LVL 3/4 1 //5 1.5E 5 4 - 12 DETAILS AND I-JOIST INFORMATION B2 RlgldLam LVL 3/4 1 7/8 1.5E 1 16 16 03 RIgISLam LVL 3/4 1 7/8 1.5E 2 18 36 64 RlbidLam LVL 3/4 1 7/8 1.5E 1 20 20 55 RigidLam LVL 3/4 1 7/8 1.5E 2 14 28 ^' LEGEND: 56 RIG dLamBEA LVL 3/4 1 7/8 .5E 8 8 Pacifi umber 67 RIg IdLaM LVL 3/4 1 7/8 1.5E 1 2 2 58 BIG BEAM 7 1 7/8 2.1E 2 14 28 Filler blocking is not structural) required rOVld"•both �, H -HANGER GALLOUT Ba BIG BEAM s 1/2 t 7/8 2.1E 1 14 14 9B Q p ® Jt RFP1-20 3/4 1 v8 66 5 t 155 l-Joists are continuously laterally supported by =SUPPORTING POST J2 RFPI-20 5/4 1 7/8 10 3o 300 connection to the sheathing at the top flange.In Dp COMPANY ® J5 RFP1-20 3/4 1 7/5 4 52 125 addition,the joint in the sheathing shall be positioned O[ TRUSS =POST LOAD ABOVE J4 RFP/-2O 5/4 1 7/8 5 20 60 - R -RIMBOARD J5 RFPI-20 5/4 1 7/8 12 4ae j over the center of one of the two top flanges to assure , J6 RFP1-20 3/4 1 7/8 1 24 24 shear transfer between sheathing panels. 10515 5W ALLEN BLVD BEAVERTON,OREGON.11005 (503)858-5663 LB -LVL BLOCKING J7 RFP/-20 5/4 1 v5 1 12 12 / PLAN DESCRIPTION/NUMBER: 1 48 (BASEMENT WITH JOISTS) R1 056 RIM 1 7/8 7 16 112 -�•- - - JB -JOIST BLOCKING J51 ELKS 1.75 LVL 5/4 1 7/8 1.5E 21 3 63 ' . 2,"8 25116" _+a '+'r GUSTOMER: POLYGON J -JOIST GALLOUT JB2 BLKG RFP1-20 3/4 1 7/8 18 3 54 Nail Spacrn9 Recmn"� "'" M. "°" M" Mu "'" M. Min M. PLAN DATED: 1 1/30/15 B -BEAM(FLUSH w/JOIST) Accessories DBL I-JOIST WITHOUT FILLER CONSTRUCTION HDR -HEADER(BEAM BELOW JOIST) H 1 MIT 1 1.88-or-ITT 11,55 15 H2 Mlra 1 1 se 42 DESIGNER: KAKI L.HENDERSON DATE: 1 2/3/1 5 BBO-BEAM BY OTHERS . H5 L555125 1 box =,L15-409 (MAIN) SHEET:2 of 3 ROSEBURG FRAMING SYSTEM'" PACIFIC LUMBER COPYRIGHT 2015 quality engineered wood products for tadav's builder^ These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2015. The plans may not be re-used or copied.in whole or part,without written permission from Pacific Lumber RIGI^I a M 1 11 R'/'�'D�'A R" company,which retains copyrignts to,and ownership of the plans.Use of these plans by any other V V(L.j'� LY` V FYI product supplier other than Pacific Lumber Company is strictly prohibited.Unauthorized use or ROUSING,FORM'PRODUCTS ROSEB R G FOREST PRODUCTS copying of these plans.infringes rights under the Copyright Act.Infringes face liabilities that include penalties of up to$20,000 per work infringed,and$100,000 per work infringed willfully. 40P -JOISr START START CONTRACTOR NOTES: GES/GN NOTES: FRAMING FRAMING 1)VERIFY ALL FRAMING GONDITIONS THIS FLOOR SYSTEM WAS HERE \ HERE 2)ALL FOOTINGS PER DESIGNER'S PLAN DESIGNED TO MEET OR (UNLESS NOTED OTHERWISE) EXCEED THE LIVE LOAD DEFLECTION CRITERIA 9-1/2 RFPI-20 C 15"O.G. 9-1/2 RFPI-20 5 16“0.G. 3)ALL BEAMS PER DESIGNER'S PLAN OF L/450 (UNLESS NOTED OTHERWISE) 4)USE CAUTION WHEN GUTTING FLOOR LORD/NG: PATIOI I 5 FOR PL PATIO FOR PLUMBING 12psf LIVE sf DEADOLOAD AD E PROPER SUPPORT AT ALL I R1 51 I SHEARWALLS SLEEP/NG AREAS: ___ __ ____ _ _____. j - y jl —1.1 I I ''I c , '—. -� —m—r ---� THl5/5 R PLACEMENT PLAN ONLY: 30psf LIVE LOAD 'I (III � � I ! •�';I II � I' I I This layout is to be used in conjunction with 1 2psf DEAD LOAD ! i Architectural/Structural plans.Verify all I I! 1 1 -1 shear wall blocking placement and connectors ROOFLOAD/NG: R 1i ! I• 1 I Purchaser responsible for approving this 25psf LIVE LOAD i li`y_ "v i! I • �'El ayout prior to any construction. p I I \ II I 1 7 5f DEAD LOAD m I I (n IIi, I J2-fr I.I 1 er 1 I -1' J2 :II .n�.uN.nr`k��":::M I II I It I II I II I— 'I I— it II _ Ji J1 ' T__: ' ' IR1 R1 --I II JIi 1 3_ , II •1 ..3 J3-5 15.13-3 1 -3�1 J3 13_3 15 J3 J J`= Jr‘J'- J4 j- J,- JG t I -y n , ,l — RFPI OLOOKIN6 PANELS WITH BEARING WALL ABOVE _ II k N.T.S. l P I 'I � < 1 I • I Lig1 . . L . . f 11 I . 1 I. k , , J 45, II •1 r � k I I • Al. SOLID BLOC.ALL I' r�ROETA ����� BEAaNGARP,,Or BLOCKS aEwwTOPOST ABOVE. . . . . ... . . . ‘,.., . ..�IIM . ., II ., . . . , . . . ,,........ .. . . POST LOAD TRANSFER DETAIL N.T.S. I I I I PORCH 1 1 PORCH IMPORTANT./ REFERENCE INSTALLATION GUIDE FOR ALL FRAMING DETAILS AND I-JOIST INFORMATION 111 CONFORMS TO DESIGN CONCEPT 0 CONFORMS TO DESIGN CONCEPT WITH € LEGENO: PL 1 5-409 (Basement Floor) REVISIONS AS SHOWN (�, /'� POLYGON 19B(BASEMENT WITH JOISTS) El NON-CONFORMING-REVISE AND RESUBMIT paea'llr umber (H }_-HANGER GALLOUT Mrk• Material Width Depth Grade Qty Gut Lth Tot Lth THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE ®corvwxms.o DESIGN CONCEPTpp ®/ -SUPPORTING POST B1 RigidLam LVL 1 3/4 9 1/2 1.5E 2 4 5 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE 0=5,:::.CONCEPT & E THE TRUSS '; COMPANY FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE ® POST LOAD ABOVE JB 1 BLKG 1.75 LVL 1 3/4 9 1/2 1.5E 25 3 15 52 RlgidLam LVL 1 3/4 9 1/2 1.5E 2 2 4 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY 0 ry I. OVER TRIS SHOP DRAWING' •` 10515 5W ALLEN BLVD BEAYERTON.OREGON 47005 (503)558-9663 R ..RIMBOARD JB2 BLKG RFPI-20 1 3/4 9 1/2 15 3 39 ?` - -=�- LB -LVL BLOCKING J1 RFPI-20 1 3/4 9 1/2 2 22 44 By: MRP Date 12/10/2015 _ Jesse t Datewens J2 RFPI-20 1 3/4 9 1/2 2 14 28 CT ENGINEERING INC MILBRANDTz ARCHITECTS PLAN DESCRIPTION/NUMBER: 19B(BASEMENT WITH JOISTS) JB -JOIST BLOCKING J3 RFPI-20 1 3/4 9 1/2 24 26 524 CUSTOMER: POLYGON J -JOIST GALLOUT R1 0513 Rim 1 9 1/2 3 15 48 BASEMENT FLOOR JOIST LAYOUT PLAN DATED: 1 1/30/1 5 B -BEAM(FLUSH w/JOIST) SCALE: 1/4"-1'-0" DESIGNER: KAM/L HENDERSON DATE: 1 2/3/1 5 HDR -HEADER(BEAM BELOW JOIST) Accessories BBO-BEAM BY OTHERS H1 IITT9.S 4 B FLOOR T FL 1 5-40 9 SHEET: 1 of 3 START FRAMING HERE 9-00-00 4 8-00-00 4 BM1 MOVE JOISTS +/- 4" TO I °®�''�A t® AVOID PLUMBING N il ■ 0 q 24"OPEN WEB JOIST @ 19.2"O.C. 4 ® r POLYGON LL 196 (BASEMENT WITH JOISTS) PL15-409 UPPER 12/3/2015 m 1D� r- .r r` i- 6_ F28 F28'311 Products PIotID Length Product Plies Net Qt CD 'm ro �,rl rl m m m Y 2; LL L '2 LL LL ^'2 LL BM4 21-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 BM6 10-00-00 6 3/4"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 o BM1 9-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 LL L Y°N OST ' BM2 21-00-00 5-1/2 X 16 BIG BEAM 1 1 x II '5. 0 1H BM3 15-00-00 5-1/2 X 16 BIG BEAM 1 1 0 CONFORMS TO DESIGN CONCEPT ® 28F3& a,F38 !_ _ . _ _l_ . _ _ �- �- r-v-ter v �--�—r—� roJ fl CONFORMS TO DESIGN CONCEPT WITH ori IBM6 REVISIONS AS SHOWN ���� 'u 18-09-06 5 FS F43 2 28'128 28 F28 28i ' ACCESSORIES QTY ❑ NON-CONFORMING-REVISE AND RESUBMIT 28 F36 F38F3p THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCEx Q HIT424 43 WITH THE DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE �. FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE t >g 2X4 DF#2&BTR FOR RIBBON 220 DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY C ;CD OVER THIS SHOP DRAWINGI. I<LL Hy MRP Date 12/10/2015 F01 CT ENGINEERING INC ' 1 Ni M 0 LL ❑X Ms TO RESIGN CONCEPT BAG=BLOCKING ❑to ro G •I N' p‘1,,,, RMI=RIM BOARD ❑ CONFORMING REVISE& k M N I ! -E LL LL Lf4 CD .CO CD CD CO CD CO CO co LL -LL LL LL LL LL LL LL LL LL LOLL. T aININ LL m LL I REFER TO STRUCTURAL PLAN FOR ADDITIONAL aaeY as inti5 Ii Li Li LL LI ,LL ti LL N POST TRANSFER BLOCKING MILBeRANDT ARCHITECTS ,IN-1-1,1-N-11 ILL AND SHEAR BLOCKING REQUIREMENTS. r F03 0� I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN k1 - I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. g I FLOOR DESIGNED TO MEET OR EXCEED LJ480 DEFLECTION CRITERIA I LL N F51I F50 F28 F28 F28 F28 F28 F28 f36F28 F28 128 F28 F28' F28 F28 F28 F33, _ . .. '; . WNI M® ® W ® B • A • a B A 3a� 41111AL���;1 4 os-oz ® i����/ �i� DO NOT: Loosen, remove,cut or notch JOIST WITH DBL RIBBON any part of the open web joist. Pacifi umber SCALE: 1/4"=1'-0"on 24"x36" SHEET & TRUSS COMPANY SHEET 3 OF 3