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Ra<Ae�DRRRDW SECOND RDDR TO WW1 — atena ..� / Q ;b`' '� i m ' ° Ram'FOR FOE:S6 602 FOR SPAN UP TO DOT R mil �� �� / ----_ / \`\ 11. rW R NSNuANCEI.rs,ODS U.On sAcbEnRooR. /e . m A • m ^ �_/ aS,n�e-I l �'� 0 0 \� RE"wsD FULL°E.aNOwwND�SiD p a VEeal POSTS Mo.ON DBMS:BEAMS rv�vE .. • R§ / 0 AM 0 I� / \ m //� cp WA, �nowNs, �KING STUDS�wauR "u°MATCH o�R 6 / � ♦r - j` R p,ti J^ "•ae rcv ; 0 .. , ,, �y7 / so N...01F REFER OR TRW/WWI. OUANTIR...n�aR.wr snNoc,E i0 4"., / 0 / / w © "CONTRACTOR Pv,PPRENONELD. SWMDE5, LOADS EEGA o GN +taucru44_ m . • / I ♦r`� © l / ;\ TREATEaOD ENDS n ��� i ! 'r to- wN � / A I ® O ,_` / ©p , : / OEPINWANRE.ARCM TOR ® / pLOADING1DJOISTS C. ' a ADG,IDN,E,NEORMATO v alea /Y o / WT // o an DDu ,\ WaIS / / I} / Q Se COMP E W aWDDD asrsa<< — E Ems.. DIPCREN TOPPING OVEN 155 SOU ND..T ON„Ar w OOD �- jam. Ya7'18, Rua EDGES uoauRlo Nuum,z•aR.AT • wAWNG,N PANEL ED O<®. / ��� I 0 W. 45 ,.�'FI / •/ 0 i / ®n Nwu66-o.cAT rrrau®.+oNrnmlSCs12.AT / so 20 /V €,� � n.y // . . P j/ Q DR No.1261D6ue6. �wERER / ©! \ it l .! lea ' mD�, T Q DR�1�b1Da> . «w<R • / \... l 5,,2y�n / Quo w.wxx wEOi°°iR°eix lo�E>w�";�,P�iw�ei S / 20_f..J i ® ,''''-, / A LONG ENOUGH TO FILL N.Y.OF SPEue.o Nub S / © Qa DR / 4a1 / i O DR No.12.w,5.PSON1.615NANG�ENOSEND • // / o wA .Do:°' \. //, // ®.`' /'° ' / o /i v ® �' // ®5N, / '''S!/O / i w .� if • .T� • i — a / i/ R�ARCM 4s a''2•, s,' p I / • i ; i , © � } / /� /§/ / / o Z P / a/ / W d cc / / W• o 0SECOND FLOOR FRAMING PLAN-WEST / LJJ co 1 Z U 3 3 Y LU ce cc = s f co et o r — _ .- 2 2 4 5/2920 $PERMIT REPONSE 2 3 4/24/20 S PERMIT RESPONSE 2 42220 ADDENDUM 5 1 12/10/19 BID ADDENDUM 1 MARK DATE DESCRIPTION heot FENRUARY 26,2021 Sea: As lnNieated N KEY PLAN: cwroN 18001 1 1 CONFORMED SET 1141 s A I I SECOND FLOOR FRAMING PLAN-WEST S122W • I. REF.TO RIMS IAND501.FOR FRAL r RMEMOS FOR SYMBOLS a EFER ro.R-�.r�eale iov..•�xeu�naa ouA NOTES ,i Q urucuaw000moeswaNc WALL 1B'' waweAsr lMICAH SNOW a 1 ulw ,mW1:SUPERIMPOSEHE GIMLAl O rclrssol a e-tawrwurw wise tr...FW.WAY.000w, =reDFaWe Wao.o �i OP EWE neuelurx NOlsoNa�imol. sa uA=O12WOF+W el6o.o. AWKA FOR DIMER5104.6 NOT OW.. a-mDFaW a W6o.o. LA crsOF WOW lNnuaNG.NOYLOAMioaADGIOa. �A-anovnalro xoevMeiu wTe wom/as,sexo.o AIIONS.SLOP6.AMP..w11.1AROVEClIraN[WAWA,.PRIOR M«•hI0LH O16wc. r GYYCRETE 1CPHer ON -hi0lvlelroc IrUM� O IIB'w000MRUCNRH PAIR iO51ARl Cvn1ROC7lw. GOA W,0 OF BI a leo., I CONIRAGYORMMLL COpDIrMTE LOCAnOE OF NOLO...PAWED 3 WANING GLUM NA NNIED TO FRAMING w/IW NAM 66o.c. SIOC.h1a0Fale lro.c. aYAD PAGE EDGES 31-4.NT EMS AND �F .A1IA,EF.�NNG:Au BORA 4. VERIFY roIANCN,I IaarMNR LOUTX»aMOMONeING PETALS wlm NREMEPRBMONFRIMMvi WITH DaIRw.aees oaEr.IT®DaLGN MEaMNRIL MAN..PMae TOMEI Or CONSTRUCTION.xNIMciOR 12 ...ems. INgG,ESMfI FpnPMDl1 SUSPEN0E0 FROM O DEL No.WhlOexoc. wt. GIFNTED Do ELGAEr IY MEOVNCN / IlntwB LMRW XIXWvwLiB.SNOlYs6.01 M L L.I R011MOgRDS:IET®WSOXTS AAEMAgwM p9ATNG MGM..VAN DBKwBOFOaFfiAIED OEMGNIREAEn15. O la 5. Q SPEADCaTRPOanLsan On N,,,,,,,s,,RYR6ID REFER TO iN&Ss FOR TYPICAL C.-wxrt PETALS ANOSR0.AND __� wad......croft TO COCfP'NNFIOMNG1O1061S. L ..e.�mhloeh� A WC, Nr; VFOOnNGflnwnON:I1NFS5OBE,IvnSF NG{ 13 5BM FCR TYPICAL W0o0 MEALS.W HOl®0OP1OF F00111405 SG.OF SET I'daflOW LOWH1 REAMEt.0W.R69t1010/3d01. A O 2r 7 ADO,.54.1104 RNMI GRADE M. NOR iENC esgw1BE AS MEWED ON gams lEA FOR O®ON.GNAIIDJ TRUS3B0Yro.c. 1. s--$ IPDIUTe300031®Lou,wN DPMn�NroonNc EADE,YOlw.w]n93C APD AS OWNED ON MEET '0 z'PWOoo0000.NPAN03EA3w0133310 WAG.. 7 can ArdJt*cta,lrlc AT TOP OF 3Orn8171,REFER TO 2/0101 SLUE FIN AP9IS PI0w1.IN M1O w/ae NNIS e6o.c.Ai EP'a3 NO AY N4u a 1Soc.AT 720 w Wadgo,L37 Solt*pM WNWmAmIAIE FRAMING Portland,Oregon 97205 S. r. A" WPnuTa TOP of wRP.paeRADEMEVADO. 15. CAMS MIEN.MAK ODIC.Real TO 1WS60r O DR N,I.6xoc. 503226.1575 0FJ AS R. '�R na3ICV300/W INREV009,o U.O.rv.Raa TO Sa'N1 I HAVE 0 EFULLARE..99 NAIDWIIHJOSRUG OKI OR POST:BEAMS SHALL YMII®SnOSDANu.IwrcaTS BELOW. O oN No.IID ree xO.c. www.bon.ao IO - 7.PRO,nOE IRIhmMMeemlm Nom hMNGsnta dMElHIOMAib.MINT O O`NS WOOD GUOS.AR WALL SEE DUALS ERO REMT WALL.MEAnBNGaO�v REWIRED WALLSTU S.. RACII EFER OF OPENINGS AlfufiXANM 1.1/3101,EAANGED GA WALLS IX19nOR INU55 GMOER.ev ODBS IN ARC�aT[CNRN 1EADg5.REF.43WI FOR WHOA.GIANORB. DRAYANG3 FOR PLACE,.OF PA.. _ EP < atena .' ,H :r K L M Oi J z Q Q O 33-r I.•6 1 � I p I I I I I © I I I em�� M.f MIN 0ft7;3„r I ® !40 I I I I I I OMER 6 GSI� � yIir - - -6, /�� 0 �- - I ``J 1 �_ I Fes` -I- - - Q 6 .- I r -� 1 -7= Ir rROM '.. N 40 it I N I� I I ! I} 6 IL a� L�Ba9lm I III 11 I _Q o I o _ 11 I 0 I ..... ..Bet*t*s w� I I I I III (. II I ® I I I I I I I —__ II', r,�•o�Lss r,�.amw aI1 r, Ra LM II I ! U.IL, .� I 1 1 wpC) _1 ry o- C 7 M-' .1) sI , ) IAIII I II I g I P I�Ilt PII 1 —__�- __ J IL _ _ O __-_ii-�s—,, �-� � a G sy-cM _-v- �'-o. ra.M ____ s.:_____-. _ !_—_ _ © -I �=/h___I____ 1 ,® it I (_ I _ I ® —Jf I �w NI, O I 0 s er ' kbl i Iy a R rII I I C IO. P / I ,p � � I I Q ---- -Y x3 .<u sofa.a «area-i-a-efa Q Q -_ le � VYsln.irin — L 4,__ %I O 1 II LJ 'onus _�wu r,��- 11 zo 0p —KW I ® \ ! L06jr-1,--� I - 0 II e — _ A L t*\-�ADD FRGWDEARE RI 1—> PLYWOOD EACH SIDE + I l-`F� Alteli.1. ADDITIONAL WALL ORMA E4 a I YIP,®-r 7® 1 M "` FIRE WAau I ——,I L C' —J I .' '`�I `°R'e1 •.J — _ � XDR �«J ___ __ 0 o o o t O 4 ao `4 I © © I© ©o w OR I e b - - _ VD, 4 U I� !III a O ALTERNATE 01 -ROOF FRAMING PLAN-EAST O ALTERNATE 01 -FOUNDATION PLAN-EAST ix Q o F 6 Q 3r 2- 4 ,r Q 9 UJ ix UJ co I IN 3 �AwN I � �I a� I DE Ste Ix Ltt 1 XOR —. ROR um -j L. XDR._.ir . I I ..J1oR y 4-....... I&. ..XDR I �UT004 �- 1- Ce et re i �v I— 0 0 I 0m j S � � - - - - - -u-I-FCU ® _ 4::(LJ ,..FLRs a 4I-I M 11 r�X �----- J L II 1 . \ MEW u m 44, ,e _ ca ' El .�, _ -. . r._-- c.51n.u1n �.. -. .. .G MM ® - 2 ,� 0 -1 5 5 o .MEANN 2 DR _ _ C q CvM O NOR • G151A2,21/2 Nde �_ 40 r, �.__ wEa MMDEO.PRov,OE EWE L ® ; r, : 2 V2d/10 SPERMIT RESPONSE 1RP 141RYW00*00 WA rcu ;M'�'B • 012 Or ma an. /1030/ r wo 1 L 1 12/10/19 BID ADDENDUM 4). LB1 L 42aLBS, �, _ -errs-wNls MARK DATE DESCRIPTION /1 wuLs.uGN. p yt*� FENRUARY 26,2021 - J I l ' Soak 1/8'=1,0' . -- — , ©,: i oCoanpa XOR NOR MR FOR Ap XDR I i WM © ------; .m® c�wCOMM o b ccgryR 18201 a e CONFORMED SET ADDITIVE ALTERNATE#1 OALTERNATE 01 -SECOND FLOOR FRAMING PLAN-EAST m S950 ATTENTION BUILDER OPEN—WEB TRUSS INSTALLATION INFORMATION Enclosed is IMPORTANT information on how to safely and driKedBUILT properly install open-web trusses.Personal injury or death Engineered Wood Products may result from failure to read and follow this information. n PRODUCT HANDLING C INSTALLATION BRACING n NAILING OF SHEATHING TO TOP CHORD MEMBERS THIS NOT THIS 4 ( 11111k Without correctly bracing, Minimum Nol Spacing NG �1I�1 �� \ Red RedA," t atom Lw�A-�,�� �` _ �-I AL � trusses can bow and rollover, _ ��� Maximum Nal Spacing Na.yye Nalbe ads � � I■■ _ =—�_ P Re6'R Ra7 Nano-race �'_ t J'�_� �i\`''� causing death,serious personal _ —_ wwett:pakpwn� s r� - • ,������� �1 •/ ilRll � ' I L..1�� injury,or o 9 _ ^each chord r z s 11 67.! \\ � ; ,�. , �i1 __ /� .• i ry, property damage. — kz.•aoonwd, Sheolnkog n.mb« .ur. - a' a z s �'� �_ �_ NOTICEIP WARNING tog :ii�e.i e• i- 2YR• �� Mir �� �III� . �� , �' Installation bracing and procedures,'' ��"•" Nailing closer than Ian .hart, ' a• a. z s. � � specified may cause .Idr,yl;. d• a- �- Rw � as well as the safety of workers,are //-. the chord to fit WARNING ��� i���% W "Iss. . CAUTION I����� the responsibility of the installer.The chord li,�l� I. .ldx, a, c vR ate Workers should stay clear when cutting the banding to DO NOT hit webs with forklift forks.Ben installer should make sure that this membea t-V'�II ' DO NOT walk on the trusses until DO NOT stack building materials on .Iaz.�L'y x e �- am avoid possible injury from flying banding or toppling trusses or dented webs must be replaced. installation information is understood Nalrp patbm Peer pions and specie ahem. ad truss bearings and bracing b all persons involved in the truss trusses before all truss bearings and nolspackg Haub never exceed 24 III Ie staples may b•a aron NcsnlVre eoBmaY'R-sgs n a • Trusses will be delvered to the'obsife in bundles of twentyor fewer,banded togetherg p y p bracing have been pine elbn of I•nro Mel.Impel manfan.a. 1 for handing and shipment.To have been permanently installation. 9 Permanently or.centerin either rerun.do not use (2)hlmrun seeohg must be Strlrows of«t attachedJn u mayr attached.See section] nob m�s.man e.ixs«trlxn»an Iamsy; avoid damage they should be left in these bundles unti they are ready to be instaled in the structure. Injury esud. 131 speoig may be aeuoedrorwnero ralo.n.fmaon does not exceed of. • Miscelaneous hardware such as bearing angles,lag screws,bolts and nals as required for each specific job will be •s more than one row of nab is used,onset rows olbaM.'and shipped in bags or boxes with the trusses. Brace EACH truss as it is placed nagger.Maintain -"w*eon edge verse"° • Bridging material and precut blocking items,if suppled by RedBulfm vol be bundled and banded. 5A I Starting Bracing:Lateraly braced end wal or beam SB taming Bracing-No loteraly braced end wal or beam �""e,.�b Bh Red. apg�kg n9 STANDARD INSTALLATION DETAILS n PRODUCT STORAGE totem.bracedeN connector.with xamg wamwe oapw.ye"� Redd goer oral beam crimper red.., see.cti engbser.a local banking code.See Red-.RedR.t7kede IT OC dd0 sedan SD. semen 8 kw aYowade nobp bd.. II OC THIS NOT THIS ~" R''a'n°°b.°`00 Sbtted truss ` ._ / \�j�\I ,, lion and number sectionows �° `'=��� I bottoma Kw.Haleachwar 9. Spacing of aMDiga�Inds per FOR truss similar oTO'hard e:Double crow ". \ / \\ elementsee sectional la truss � ��%� 9A '/ artle chard Under Raor'll' 3000nnderflo« each end �// / \\\\ lIr�;lnrPllrlf ',��' /'` !, eean.waar ',,• aet°Sabl«omn°e wn I \ /' /'' ���/O pare°nerd® halo z" zaa Friac t vefor t /" � / \ rN / j `\s - - \ �%�� � annexes snit. btdbtgn backg herb a sm,t baakgswplee p-60' P �.�. z 244 blocks I«multiple au `� 1 •F �\/ - n.pall lble. by sfa bhion br••ng^puted table above for ngsuppbw blocks)rlabd to brace and f ' =i`�_\iii�I1.II_'irslisR °lances roauaa see section dire tlpnsmnr. be n wdl�1 Recommended Attachment for Nondoad bearing Igoe between �`tfrllilN „� Nona oad Bearing Partition potion war oral A bode) - 1 Intermediate Bracing-Middle of bay 5D I Typical strut brace conditions • Always set truss bundles on stickers placed at the trusspin � ;:�"•� 9B 9C .•t Supped there Note:Double chord locations.Never store trusses flat or set trusses directly on the - -�� as.starter..ww Vtw by°mars mars shear _ ground or in contact with standing water. �\ � framing l., za won two loses' IOdoU'i-n�suPFled -- • Cover truss bundles with paper wrap or canvas tarps to protect /— Hama°ahcnas nab m each ms. bs'r° 'e P P P rp P I/�" wPcseawlemrs- by corhh«rw '• ,_�- them from the weather.Do not use plastic covers as they wl %. haler per clan.Attach cause moisture to accumulate on the trusses.Prolonged exposure Damaged trusses must be repaired« '���/0� �o a� . . `=' to h 2•10dx.X nob a to the elements harms the appearance and strength of the trusses. n. replaced /=�� .ry°aa \ Sheath am and nal\ ����P'/ Load `121 as on edge by others 3 GENERAL INFORMATION `""«"" \ -_/ R IMeemamboaandlocation dnr,[spatxoe,ng one min.of above t«wsg doe..See secmn a Orris).toga c bon move state nailer together with s.lod.r Floor embracing• steal De m ac�adance with arch bottom chord pb far tiara each side'Trough 2 r eoln evblgn obwabk rwag MWtian bracing required,slM leach unpraed ry0 madd hooch Rwlsrrut Mackg•aaan placer. allxntouMerl. pal boss top chord approved truss cdcJotonsl hall 21ts In AR block(I2'on either side of spice) Ap«oved for Production by redbue' see plan pM section 5Bra number of Man lop chardto AOR Architect or Recover of rows rew.ed.see section I for tiers ant. o Support Octal for Loads Supported • Al nals specified in framing packageeL boodlCente lone p g to be"common"naffs unless ' Dead t a Dead Lone from Bottom Chord Bottom Chord haler noted otherwise.Use proper size nods to fl Cl nal holes in bearing FOR Engineer of Roca. tips,bridging clps.bracing,etc. rear Darning by Others roc Face of concrete yD I (9E FOS face of SIW Note:Double / • Do not scale drawings:written dimensions fake precedence. cc General Contractor chord man 6 INSTALLATION TOLERANCES PERMITTED / Redd`,similar ( l Field m tt ISL �amrgled Shand Lumber �-dP before g • Manufacturer's responsiblty is only for the design of the LVL Laminated veneer Lauber / eroding RedBuitT^products and not for any supportingstructure or loads ofA Out for Acp'°"d I far bridging row ow ooeM1web Trusses W RedBul'w Overhang Tolerance of Bearing QI \ / other than indicated herein.Al materials shad be suppled by PO Ikrte Aellhanded Lwnew Truss Chord Alignment Tolerance vertical Allgnmem Tolerance (Reds'"bearing shown) /�'� 610dxtY• Seengback bridging others,unless specifically noted as"by RB"or"by RedBuitT"f'herein. Re zeaae,• — —14`mapnan t �,,,-ienri,,e � sTMope k > `flab by RB «dn,a a IT'bp I--'1 with a,pprorim°Ie �� - ITlap Slarb$1'-nab. n MATERIAL IDENTIFICATION •,•m overhangf z.0cd red,,sets eusss win pole cinched.br TO pmvid poperpMemar,ca. RB mars SlOdxlyj^nab by Fla e ,i: hews shield not vary mere Bonorn chard of tins snot.._m or hardware truss beosMg hardware sly"nals,cinched.by others A. tnen/4-horn a sedge.._ be col of square with deck by Red•M0&Rel1-H`�Strongbeck Bridging Q A. Sort Bracing is tubular steel with flattened ends suppled with al open-web more man r Per Iz a in,a Red-C,ReNNw and RedS^'StronKbatk Bridging v- v trusses(Simpson HRSt 2 suppled for 17'OC systems).Strut bracing to be depth colt le M 26'deeoReal No tab for single-chard trusses-I instaled as each truss is set.See sections 5A-5D. dlx B. ' B. Plywood Edge Blocking is provided by RedBultT•on some projects and used for noting sheathing edges.Edge blocking does not take the place of strut 7 STACKING MATERIAL ~.. bracing and will not prevent trusses from bowing.Instal edge blocking after `\ strut bracing(instalotion bracing)is in place and immediately prior to laying ' FIELD MODIFICATION • DO NOT cut,drill or damage the chords or webs. �� sheathing. THIS NOT THIS c. ��` • DO NOT remove steel pins or webs(even temporarily). C. 2x4 Starter Struts suppled by contractor with framing anchors each l- OF TRUSSES • DO NOT make field modifications to trusses without end(shipped loose)suppled by RedBulf°°.Flatten speed prong and fold <-, ��� . .�'C?_1• ` NOT PERMITTED written approval of RedBuiltTM � portion of vertical tab around end of 2x4.Attach with 6-edx2y2'xlj'Z'Hats each i-� - ' D• end.See sections SA and SD. �� `` ,; D. Cross Bracing is provided for most bottom•bearing locations.Cross bracing to - be instaled as each truss is set.Contractor to bend ends prior to instalotion. mart CAUTION m,m of 3 meets °town gpM to Q. - '�.�For alowable holes and fasteners TM feet of Russ kWh. 4sti.-'. information please scan the QR code or use RedBuiit Open-Web Truss Product Sections-Refer to plan for series and depth WARNING , If you have questions or concerns: y the link below to access page number 3 of DO NOT allow workers or materials on the trusses until all truss bearings I°�-{ .c. sprinkler system instalation guide Call your RedBuiltTM Representative Single Single Double Double Double and bracing have been permanently attached.See section S. �- ' • directly,or for general customer service 1�x httP//www.redbuiltcom/documents/Rediluilt Svinkbr Guide.pdf call Chord2 1/ 1Y2k 1 "xa3C' lYz'x2%ie' 31'2" 2"SI'2' Hord Chord Chord Chord Q•RP �R For product warranty information please 4i•tier scan the QR code or use the Ink below to (866)859-6757 x:. t access the form Red-I" Red-w'' Red-SI' Red•M0 Red•H"' rt.",�• a Rea,.ReaN.Sr•.RedetSlre.Red-156 .Red.,14,14 4 Rde eOH^r Red igg^'.Red",Red.,..Red,"lied,..Red«^•.pedlar,Redcoat^'°rill Ell : Sheet 1 of 6 RedMb^,are Baden..of R.1A LLC !Rev Oa/I91 Into://www.redbuilt.com/documents/Rednuilt%2owarranty%20Certirite.par -_... 'a8`-.':+ 'P.-. C^:..-....w_.."^a..^ ,..m.,e.. -.-'-+_.,.-e+a..'-sw'a�_^-.xr�+_..u�--mere---+n�.--,e. _---ns...--.w..--^ru.._:... __v.,..,._.,.- ...- ATTENTION BUILDER T I-J O 1ST INSTALLATION INFORMATION Enclosed is IMPORTANT information on how to safely and properly K6r1g1t 8 /Linstall RedBuiltTN Joists-Personal injury or death may result from Engineered woo„Producs failure to read and follow this information. n PRODUCT HANDLING 5 FLANGE AND BEAM NAILING Closest cenlespakg9eRoJrl I-i ALLOWABLE HOLES Naing of ri 5 vs.INck ly,•ml<k RedLamTM LVL Tve lgoid sheathing WogNoaowf«e Range. farm me THIS IT NOT THIS trxag z r r Naing pattern to be per contract drawings Top of flange B o rrr'+ J3rxy5 z 4 r lYi kn....et ay..n monlaat Gauped nbles ore pefr9nel R and specifications.In addition,nai spacing lxxr z T ...Jr.ddorrce sma be Onemea me groan petnet«meets m< A9rtrRAp stood ly-brae nav be I - shot comply with The criteria fisted. 10d .148-6T r r « • horn T�� knockouts of tap«bPtrwn.lrequirements t«:wa.or fl �saieA hatched f31 A` _. H .I.Tx3r,' r r 4N �'I!rl 1� • -`• II i l4� ` K '�'��wses l6a .14Ts:' r rr+ .I_�I�I'I�.i� ` PPaw 4- Tw �LT,- 1-• O �vm 2x sT a, ��iJ nl. r -�� /� 'GiIli■maemmone towanaswa.onurren dietatdxlogger- i2.p rwsurh•tuh1�11II' Z.��// Iam nT5•mn .nedg<atage. {oodles as rot+:n° e9em.ani" '� 121 sneamng mat be nobs anti htter,gmdme lap ior orroeeioN ta,ee / `tt�ll dtbl4ebrsr.&541 IV'b,e,o*Ranges.alto.wit a onthe..with de mum.ejoonoentnal...atn..6 hales ,,,j4 nrectnrpblxls.y-"lapel.Rohm +nXnv DO NOT lift joists in of oneemag."bid nor seen sae. IMPORTANT - 15oc for Nola was txge...I.nanT or no<kwhi n'°k"e°n noretcal except knockouts) DO NoI cut.al anotcn t•Sin Lift joists from underside only. DO NOT lift joists by Reer•ptl et Realg.use torn,-box brae Nailing s • err oc lnMaslswembrgewa.gr..... NOT dump or drop from truck. top flange the flat orientating v.IYi Writ eprrg<s lud,.eoxna g closer than specified M I4yapeden.mod be a asset substitute fbremoyx-not Vamernan measurement w.iy hnckbnget and beta,'Ro.nr; may cause the flange to split penenatana$0 mumetngeamon+drea. v41n 2t4•miek roper taEeturl "nienwne o HI ssocRgn.speck.most be 5'for•rows of nat. dawns`t,mnimdas.Prebind. Yx Ill Spacing may be reduced a 5wm.e twpenehonan does not•xce•d 13P. Table A-End Support Table B•Intermediate or Cantilever Support PI Far dephagm nano dilleks see section 4.2.9 AWC SDPws, /maeswm dopho9m rid pen...rid Rea1151•'and Rede&°i00n aitt' 1plyy�pq��jdtepal loco of nerved No te cccatirwtgp I Round ride Son Round lids sae n PRODUCT STORAGE T I e 16" 15 I Ice 11T I ir'I t6•115 12P 7 I 4• I 6- 1 e' I to'I IT I 14.116•I Ir I (6 INSTALLATION BRACING ,,,t „„ Sc..or Rectangkiar H.S. J1l Jab S5uaeOrliecta0gin.Heft 5as Depth Wee 1.25' 2.5' 4" 5' 6" T 8S 9.7 10.5 IT Depth Serbs 12T 2.5• r S 6" F 8.5" 9.5 10.5• IT THIS NOT THIS 9y2 158/165 1,6" ass Ise 9y,- .93/165 I'." 4'tr yen WARNING AlibiWithout correctly installed bracing,joists can s90 rid T4" K Ito sa s4" ttV- i1!I I buckle sideways or roll over,causing death, 1451/ 1'-0' 20' 751'N MSL/bs r0• 7y'N Pr persgeI11111111111111I 0ou5N I C 1111 Installation bracing and procedures,as well as the N5L INS 1'0' 74T T0' 4pr tar sou/145 1,0 1'0' 3.0" r e re 1 rP CAUTION Store and handle 11�4. DO NOT walk on thejoists until safety of workers.are the responsibility of the 158/sus r0' r4• 40' /y'lee 158/165 r0• t•4' 4'4/' 7y NW' - Wrap is slippery DO NOT stack building Ir u p ppery joists in vertical installer.The installer should make sure that this 190/eat r-0' 3.7 50' se" 111- 190/Vat rid a'e" 6'-0 9'47 we 1 all joist bearings and bracing materials on unsheathed when wet Or icy. installation information is understood by all persons eons T-0' 4•a 6'-0' 3-0' VOHS 4'O 6•.6- 9-0 11'd orientation.Leave have been permanently attached. involved in the joist installation. joists.Slack only over joists banded Injury mayresult. 145/165 rrr 1.4" 3'4/' 4'0" Mr or 145/165 1',0 1,0 2'rr 4Ve 11,1.Mr - - - • • Protect products from sun and water. together unti readyDO NOT store joists /n' beams or walls. 9 4'a.mnnl ship of sheathing Ilemooron e• l5B I'4 1'e' 3'rT r4' nt-ly- 158 1'-0' 1'-0' 7-0 exr ly-MY. - • Use support blocks at 10'on-center to to instal. in the flat IMPORTANT permanent)it mere is no hod.erg wok 1d" 16" keep products out of mud and water. orientation Shur lines must Moo a braced end wa beam or sheathing' remanent.keten oersba and el 190/eM i•d T-0" 4'4 6'O' e'e'Ny e0/Val 1'-0' 1'e' 4'e' 3-0 II'-0f15P SW Fox IIx4 rnranurrrl spe.catve.■tengaary,use Bdd 1/7 19045 7-0" 4,0" 6,0" 3-0" 1a47' y01G 3'-0' 6'-0' 34' 11'4'14'-0' lo.i t3 1 rot d t2 oc. WARNING . e,tef«palFwiml�- 165/165 i'-0• I•a re"�T4- 4•e' or or - ws/16s-I'J 1'{r 1'd 741 M or Use . WARNING •e'on-center for pats web 2.T �'� me ww«na • All blocking,hangers,rim boards,ide Ranges FP anal Was sgh 1E' tip/190N 1'0" 1'0' 7.6" sa' rid 9'e"1/fr tR' 19o/Dorf i'a' 1•-0' r-s 5'a• v0' I7t•ewe • Workers should stay clear when cutting the banding to avoid 6 2y-wide bong. stock bulking and rim joists at the end supports of Vass 2'0' 4'-0' .0 e•0• Iva 17a • - 101$ 74- 5,6" WO n 0 134•Ise• - possible injury from flying banding or toppling joists. • I2orvicenter for iosh wan -\' 'b,��a md8ia the/-joists must be completely 145/165 1'-0' 1.OT 70• 3 9 40' 5a T.I.IOW • • N5/165 1'd 1.0' 1'.7 1.0' Tel see Pr ewe • • "itle Ins �i����. ore installed and property nailed. 2v eo/VON 1'-0' 1'a 7-0' 4'4T 6.0 e'-0' l Iw'9rw 2v 11p/ea+ I.0• 1,0 i'4T 3'4• 7-0' Ive"Ire"NW Put Ines ore regaled and v • I-joist flanges must remain straight Reding location where psis I.. \� '. • j g g 19ai5 7d 4'.P 6'-0' 3-0' 94' 11'e"i4'-0• • - - ape 74T s-0' T4' Ia4'Ire•16'-0'194' ore not Menge boded. within%j from true alignment. 165 1.,0 1',0 1'e' N. 3'e" 4'e" 5'e' T4'fly' • 165 1',0 1•-0' 1'-0' 130" 747 4'•6• TO IOW Nor - �3 GENERAL INFORMATION cmlleve br %:1�� ��� • Sheathing must be completely 27 190/NCH 747 I,P 1'. 30 5,0" T4 9-0. 124 PPP. • 27 190/190H i'Q 1', 1',6" . 6'e' 9'e" 174T 16',0 - AbheviaBon teem / �.- attached to each I joist before AW Approved to Production iron dnantbvers must be ����� eau 2,0 4',0' eV" 8.7 96" 11'4.13,6"16'•P PONS 1'-0' t'C 6'-0' 964 174 154.18'4"27.0 AOR Artlteet of Record eV..smash.w;m t7 additional loads can be placed on a CenlerFe the system. 165 i'-0' 1'e" 7e' 34' 4'Q 5'-0' 6'-0' T4'SW • 165 i'-0' 1'4 1'e' 3'4T 4'4' 6'-0' Te' lad iris • • Al nails s specified in framing Dee Double dchp,ha<•gammpar / 2ra 24'b P 9 Package to be"common"Hats unless noted otherwise. \ •eel 9num •I • Without bracing,buckling sideways zs' /�" r-0' r-0• 7a T4' sa e'4• e'4- la4'I4.d•Ny 26, eO/19a/ r4• T-0' r4• s-0' r4- r0• n•.O•u•0 Ntle • Lk Dead Load mceg pond la eau.segued a each i� retrwtnntxn per joist BONS T-0' 4'-0' d'-0' T•6' 9'e' 11'e"1Te"IS{f'Bid' epk5 I'e' 4'-0' 6'e' 9-0' I1'.6'14'-0"IT-0"2a�'23'-0'FOR hg�e«akecad i all.for k...dab.and...esd«wd \- or rollover is highly probable under • • Al joists not marked"Precision End Trim"(PET)on the materialist may be sent up to Pea Framing by omen bad above In occurs'to boeoNg well Rmw.are 1 light construction loads like a worker 165 1'-a 7-0' 2••6• 3••6" 4'O 5'd 6'-0• T-0' 8-P IOW 165 1.0' VP" 1'4" 3.1 4'4' 6,0 T4" 9'O' 11'47 Mr 2'-0"longer than the length indicated on the materiel Gat FOC fade of concrete Ftm/detat for sdecna apduarans. 25 to 23't o rig, Face orove or stacked sheathing. 3T 190/P01 1'-0' 1'4" 2'4" 4,0" 5'4' 6'e• 8,0 9',6" il'e"Ire" 3T 190/190H 1'e• 3',0 4'e" etri T•6" 9'-0' I1'-0'1236;154"134- GC v�+e ado Co... Bbckeig attachment wrvasm IpL rra at I Z p0HS 2'-0' 3'4" 5'd 7 0" 8'.6' 1a-0'17-0'13'4'16'-0'18'4" 190. 1'•0 2'4" A. TA' 9'e- 12'O"14'4"IT-0'174.21'4- • Do not scale drawings:written dimensions take precedence. u OC each side OS.bloc,.panel when aid el Lomnated r connect.,Vein t mg%ma°;boxing ith General Notes How to use Tables A and B OFA Oat for Approval toms bra based an matlmum bon 00tle uadim bads.rMO 4500 calk I. Def.. Nape 04890.fareclaryb hales.use 9r•bpest • Manufacturer's responsibity is only for the design of the RedBultT"'products and ow open•web basses a Rode.", :nxae auoe.cascefntmtedkoa spread a•«two ioan has not been d:nomafnor lne.edarrpe.saex given in m=ram as lsolesees.rat dad not for any supporting structure or loads other than indicated herein.Al materials PIT Rate considered,use Re.I100 1twaeor<ont«t your Red.'s".tecedcd shot be suppled by others,unless specifically noted as'by RB"or"by PSI. Paraelshaaed lumber a lttelh N<econcenhaee bad .us.Reed. 2. sixes. nne Reor•Ioat xenes and de.. RB Pegs.. tier hde i iei,l�e Moat`s`,orbxh,use Regoecw'sofMne a conlxt 3. OP*be h..dppan on each sae a be hob.■me Ream.,IsRedBuihT"e'herein. your Red5am leehniddrepresentative continuous over a sppon,use boom toms.use Table A n the pattemsror<: •Halos may be located yen.*anywhere in the web.Leovey8•of web at both supports. (m bottom iarnuml at top and bottom of ride pk tprr}YIReyN. 4. trio me am ca of the htersec.of be Red a.,nq me h.. n WEB STIFFENER REQUIREMENTS n STANDARD INSTALLATION DETAILS ore ebalappm, aidl2a� «.m<ydaai S. memean<m<nixawi,memN mdatdi.mmm<edReaimed. •antic,Hate doo In met to the inside face of the supped. •0.•RwtlrMe•bserpwetMkwrt•waFepe RRSil r6es••eseees• 6. Atmlan me mirtimwm reputed aatanee ham both supports. Slotted Inds tlP RY T. Rs permissible 9ssible to ntespdde between b sees shovm inthe tables. • Web stiffener requirements vary others each sae of Potted Inds dp by based on joist series and depth;they / Had.Do rat nab.to Saac'no of olds and rocks pe roe other eocn sae orklad. i+1 are always required at bearing on wa m not raldp wet /: Web Stiffener Size and Material •1r Load Transfer of joists 20"in depth or Nofwod eeang Damnee x Narked i/�/I 1 P greater /� bearing p, ��,r Concentrated • See plan/details for requirements � ll parRtian ,ore �, ,�Ibof P°^N1pn"d cezr if: owe V: r IT Web Stiffener Web Stiffener Mate.' \ Loads speciRc to the/oists being used on / 13/4" 5/e'%2%id" » _{with r 011* this project. 4°1 '/�I- a m�row40.,E / I«•ardor of PSI 2X' 40ga Tthatmeanme rownem«,h of PSI a • If web stiffeners are required at eocn doe a mdk • bean`X _ Plan for series and depth .� � . men.Anocnto2.3".7yy' %9^�nb" Ps2 /� i°an wiln'-'oma' 4n'6a r 4tt-6v z RedBuiP'Red�e Product Sections Refer to �� hanger locations,they must be Igoe Isndaw;myom Recommended Attachment for Woo betn<en - l3/�• , I .� Zg" 2 3y2 3y2" 3yz Gomhucnon.rode a Defter \' ewe.x .4 ..nnll 31'p' Dc1 mgaaepnt attached before placing gist in ewe.. bbdungl Non-load BeanngaPartil odors p -A- wybp;p 3 - + .......1_,.....- ♦ f d` 1--4-- 1-1- Red49p1Sm Joists repuee LVL/lSl use said a and I to transfer load dioaaiaN.car hanger. _. 4 mcksooalogerbonJdd Ranee not•nat 3/e" 2�a. 2Y /6 j YZ• 4 Naing Quantities for Web Stiffener Attachment d`P"L Loos oe concentrated Hat p«EORspeciRdakoa Ili LyJ boa above lexceeapl.sooeai.see Ye"nap I I ��rA ReW45LT"' Red�45T"r Reda58TN Red•165Tf^ Red•190'^r Red�90HTN Red�9gISTM RedN.SLTM b Red458Tw A Red490^'b Red4901UTM Josh web Stiffeners at Pan/details for spec.redukeis.h. 3 I.by omen SIT Ranwfg a [toilers Jr Rea 45.1415Lm 3 Reed 58m 3 ReRed.,Josls Concentrated Stiffeners lartI.by o at bmcm as erocns Waist Web stiMener both sides ant I member depmmn.I shown In me toilers Depth 'Not &WY"Nat 16d66i•Nat 16rss3h•Nal Loads Within the Wlght.goad top tree Ye ga min J c«ntruciwn - End n End a Fad n Joist Span Attach a lad per chat. Nat through web into dacamenls - IRenlllleste Odemrediole Ertl N•rmedote Intemedple I' 3di4x support Olrrcn Ilr eYsosrs'De iM Nang Chat • A i memhe.with ha. nor toreach8 'nae one by others leach For allowable holes and fasteners 3 NSA WA N3 N/A �� /I/ m m by to b �� ���s member vest... Ffa2.102 natg't R•lea<n g� refer r �a '._ ®theinformation pleasea scan the a uode or ufe I f have uestions or concerns: 1.7 11' 3 3 3 3A \`rod* Stir.lacanred 2 J eng �7��;Li.t the link below to access page number 3 of you4 16" 3 6 I ✓ "aP�"mnlmum sT_'a. sprinkler system installation guide Call your RedBuiltTM Representative 8 3 2 4 4 1II� 2� �" ach,aeofthepusbano S ged5'-0'a 16 directly,or for general customer service \ l rer or per"IL+ hap://www.redbuik.cam/dacuments/Retlguik_Spdnkkr Guide.pdf 2P 3 8 5 5 11tent«.provided me bad a nc..n norm 27 N/A 9 6 1t 1 *$1 IY"maxnwm L a=dgn lads. avi SYB'gap mn_ m- non Call \f� QQQ be l6d sinker l2d ❑t.s ❑t 2. N/A 10 6 13 1 \, aaP $VppOrtDefogforLoad5 a.ro.l46e.�'bngf Section A-^ At.�••- ForproducTwanantyinformationplease (866)859-6757 spa9. `°'" scan the QR code or use the ink below to 26" N/A 11 9 14 1 web stiffeners\/ n� �"n:nknom Supported from Hoist Suspended Framing from bjoisfs k 25 N/A iR 8 IS 1 n"'niMipht / educe/ 2-y rno.nom 41C access the fonts 3P rim 13 a V 1 apairrd bottom � SnugIR fit I.--- • 3T N/A N/A 9 18 1 tY3•^'a°^w^� Web Stiffeners at Bearing Points Redie',Red.6TM,Rea145LTM.Roal58nr.Red463n".Realign.2e64901n •.w,Reale.13 Real..Rec.,.Reds^',Rea.,RedM-.Redkoml•,Reoopecm ono nttp://www.redbmn «.com/damenh/Redeuie% 9 2owa.sM620tettifiose.pdf Sheet 2 of 6 Reg..are trademals of RedF.i LL< !Rev./Hi I I i U �5 lx\ 8 x � h /�\R\, �t-- (Tie; t E) t G`} I M I Q\ (. ( 1 1 L) M) O t tt- .1. r f7'�/';••' j. 16'.f I64' 777 150 77fi F ?7'fi � 19S f 7Yi" 5 � S CO .. I / / 4 ,. `..... 1 1217rACE7 6 RI SPw�s I (213PwCES C 'ss„� �� n-oG. I Eros \ /Ir7.C. ?ii���6E .ds�sA E G56 I ,�s�,> moACEsa a.v520 e 1 m1E. 1 I FOArswD«,c W $ —' _ III 1 1 1 1 1 1 1 1 1 1 1 1 AAR E �' IIIIIIIIIII I i i I I - - I /� { $R0 r [ � - 4 S�.T 1 36424 1Zi 044 III: /� /i - 1•i—a. © !�iS- i—at r. _-7A �—rf CT 55 Gt5 I r+-ti. , •�—r� P�S. �—..i—y [ 1 I —rf W!•—. �—ri—� �ya•t `'S• j 1:- Arr.�w R. IIWJ� �_ ($602) -fi I { —_ 1.70Di !_ �_ _---� .�,_ I /—! IOWI `_ �.�. t. —` -\ I/ DIA 5*t 051Al! r— _y +— "�___ �� �Y- --'- yeI1RRp'i � ,,���� � 1�r"� 11�1 1 I I I I I I _ iii.i I I1 _-r=- I 11 1 1 I ( I I f l i 1L I I �J_� 1 I I I�L11 11 7 J I l I I I 1 I I l,__ � - is"pB _ I Se. .a -- sdOE8 . I 7 RM411gy.e� W901 r NEO ENO OF RUE Ems:\� /`�'� '^ "E /\ \\ '* YEAME well OE"EOM*10 d � /1 l [tI QJORDAE \% \/ I Y I � w a / I i—.ACGCNOA/E SKEWMEEMRq IF�HI u C:�RFD=E 0 5 5 S 7AY SA'OA SW GUS Si Ge3 S'h_G-0 rip i I 6 i. ' I �_ _. i. `\ 7A1N III I I 1 1 111 I I I I I I I I I i l l l l l lT I E Wail; S G.sop �CEHEA'►IC/ y IIIIIII 1 I I I IIIIII I; I I i i1 I� o -� a- 17111-- 1�1 I I ' I t1717 . -:[ _ 1 �(( iM1 �, 11■ w ,IUD. /// - / o�� WSIa W'lE■I �; --Vtltt •• --WdUn 0 ODoD /// 3 F�u ♦E b y/ ■ / ^' RIMS n�� i J—___. .� 1 —M d. i, it II 5 ---� /J/ / H. ( E ) � ` 5 0/ / E i0 `_____ I III � �� , '�� LL IIlllll ( I II I I1 11 ` II III I yNEAT, .11 11 I IIIIII IIIIII IIII I i4;SOUL 111111 11111 _ ' <. olli 5F� ilAn1 . SdATww^ FosHtnFc• � 1 Q LI ti_14 fYALE7i -•,_VIS.,A[_L5t DI SPACES Et/' V gvAC.Fta ST 'ccam 1?'OC . IT'OC. IT-O.C. Y 21'.riS0 S HART LAYOUT•240C /, 1f ILC J 04 (c/ SECOND FLOOR FRAMING g Z Z 0 o N r PLACEME I PLAN-EAST ,% --, ci TIE GENERAL NOTES & LEGEND Q Q cc DESIGN CONSIDERATIONS DRAWING NOTES&LEGEND a.. Q PRODUCT TYPE CHART &WLUPN_AD, IL iso,Y,. TORm.CAMNOlES.51Jvo^RDDrl 5 ANDASERMAHCEe.SC NAATI.OM cOv6RM#'I1;. SEE MATERIAL LIST FOR MARE I'IFCRM.ATION "''�I 701P N L {_LA55 ON ODA.T A 6C PSI XX xr CALLOUS MEMBER _-At:to+..loAL: .c Psi I I PRODUCT CTURA,AND 3UAP! MLC0wK W t PcIW I11+1/5S 01105.1 , "!'-Mr O'ARIICIIAT.w MEIA!'RI npAT XON, LrURi, P_N+ f4ii FY 0-1)I...1 3QR4S CI ICEDWIDX I WRIT I1z13 NO5C' t1,5 ft iAI'INN.n It' Warn CY'COM'5RAC-OR.*STALL aCEC"ir OVER I I HNC II»f Warn Z MNACt•G TRIbS I0IT0MC/IORC Pt. i O I. /,'ih7 51G EY / ADDITIONAL LOADING h u COMPU 05*COSY omits UN RL"WOO7LAYOUT ARACibO I •E.DM[ASUR!IC LOAD / ea SEDGE*SY OIFPRS. .. .+ .K)KY EROH b lever-1 / VCIIY*SNOOP* A7.E FRAh4nO AIYI OR Ri. F /^ARKM/U MAC 1RAWFBI i / IO MAY t:Ak ' 7Y CON1RACgR �! ■ 6lllClS N'f"M S.tYLS YRFWS. y. © J 1?CIfANCA L�ADt4G RJI ti ' i / i / ____X1004 ,ti L1 jT y _/ OPEN-WEB NOTES&LEGEND . I \\ PIO MORt IRAf167 _ .. r • r n - r 1R1b53 PER LAY NE TO E WALLED IFFORE'O• �; r DO R CHORD SHENWIO 6 REOI,IRED. >t KOJ_CI ASSWEIIke n- Rh D.c 41i1/Il // \� i _ \ .'.RE*STAMP iTYDT Iv OWNS REWIRED DLRRJC`PUSS ESEA.tATION eaMKC.IAN'OuS attreOPENRSLY Unt55OTE75 DUGiWOpC]CCIRIGI re, �.�. .iillll // �.. -- SEE NAA.LATIOM COYENDIFET SECTCN SD COFCUi ❑C)AK ASYMACD TO I<N0.lTD N RL oaf OM cam N--46---66—� DEAD LOAD 5,1C W,i.WIESE S'EODCAf.I SHOWN MEMO(Of.MESE US Y $-IOP 71YWN0. /rtA_©ct ST RD rem TRIM LOAD-// \ �I[fAO 1RAFbtHTMEH,o CO- SENIOR 35*OR OE MEAL STRUT RACKS 6'RI REGIIIt®EORI4UTIt ^_E GPENRIG 'NA HSE.O CTAOx.Sl 55S E EIC.I ARE ASeteeD IO RI "f ,...114318 ee:s, WV afe*ESa non SENIOR'DURriG+RVSE NAMA'i:Y.Sri seTALJ!NSH7.OKRSIIQT Sir titer 7:IWCLH RCGhAR O4.C:.T1 S'KN,.A55FONN.UENESSSfanGeE.r -F POWER ILOO.ADA_F'WIN3-1 U \` 6,45'VNI.TOE NAKED" I OAD W. .., 5 Y-wl OEl1:2wISC 1 TII„L SUOI`DYAWNGS. C F NAE.SEACHE`D . ENOSWmIIO•G-RANFT[R EACH5IXOFIRUSS `_ R- S�COND.LOOR / eoc 5(543 © CO tiQrROWo-aseRlD 6F_I`E6.si61SuuAISIICOIERSH t. 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