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38B-108 (7) 01/16/2006 14:19 9786635862 MCQUESTEN PAGE 10 Gdbey 1.13-06 , 25 Ddoraoe Sir Horttlampknk MA 3:12pm ■L gr►rN, Second Floor, HeadarBmu Lf 1 Of 1 WI%MM OLA& 1weM allay 4.4 ft 11f M•— 163 Member Datw DesaVlion: Member Types:Seam Application:Floor LA*rei Bracing:Continuous Standard Load: Moisture Condition:Dry Building Cods:Other Live Load: 30 PLF Deflection Criteria: L GOO live,U240 totci Dead Load: 12 PLF Deck Connection, NOW Member Weight 8.1 PLF DOL 100% Rename, KYB1 Non-standard Loads Type Tnb. Lhfe Dead (Dssorlpllan) Begin End 1Mdfh start End start End DOL Replsoenwrrt Uniform(PLF) 0' 0.00" 12' 0.00" 420 188 100% Wed Ole 12 0 0 12 00 Bearings and RRactions kwut wwrmm Wont can L oar9ar. Type Uwalh L+an M Total 15K Dead Total 1 Cr 0.00" Well 310" 1.76" 3447x11 24290 10190 34179 2 11'6.75' Wall 3.50" 1.76" 34476 24290 10194 34470 Design qmn W&75" Pnxkmt 24F-1.96 1 W9112 Z ply CWVWwnl Member Design has Passed Design Chnoka Deebn MOMMas oonllmr as 1066 1 bra*q for both chords. Allowable Stress Design A*W ANOwable cepscey LONA a Lwding Poem"Nufflunt SM.1i 10529.10 94% 5.79' Tefal load 100% Shear 2974.0 5342.111 53% 11.W Total bad 100% mot ItaefiM 8446.0 "WA 50% 17 Omd bed LL Ddladlon 0.37'Sr 0.3854" U3" 5.79' Total bad 100% TL Disavow 0.5326" 0.5781" U280 5.7V Toth 00% CorMot LL Doloceon Maet/adw— kWd dbn guide MUST be corMtdbd Air mdtl Any comownn doings■nd alt/rnelvea IkNarN�w Or0�M1MAwM wN1N► MhMM�.IituOrly Magwiln Cam a�esaht F'71MY�a hrlC►Y"rM f+.M.w t1.0.M,�nwrrts ne1ERVED. vaonrsv< 4paw.e M 44-s orslw,tour NK Mwewsaff,wmm mom esrr riceunsom-LONO.Lufte■wem.wspw. e6rMMf 1Milp�sw brNwwfog-*d wordk e, ��6 Ar�PSrK lli e.y►.�,,.o.rwwt�w el►00000aoa�r'►ie�ar�a.►, 01/16/2006 14:19 9786635862 MCQUESTEN PAGE 09 Gaffney 1-13-06 25 Momw St.,Worthanp9on 3:19pni First Floor,Beam 04 1 of I rrayeare•I.IDQ« tloee 163 humber Data Desalption: Member Type;Beam ApplWon.Floor Lalord Bmdng:Continuous Standard Load: Moisture Condition:Dry Sulking Code:SBC Lim Load 40 PLF Deflection Criteria: LOW five,U240 total Deed Load: 12 PLF Deck Connection:Naiad Member Weight 7.8 PLF DOL: 100% Fieneme. KYB1 Non-isibindard Loads TM Trlb. Live Dead (DUWP ) 9"tn End wNth start End Stott End DOL Replacement Uniform(PLF) 0' 0.00" 8' 0.00" 360 108 100% POW Load aoo a 0 EMadrigs and Reactions kwut minimum Worst Can LRtcatlon Type Lengm 4nalh Toed 100% dead Total 7 Ir 0.00" Wdl 3AT 1.50' Isom 13e x1 4390 is" 2 T emr Wail 3.60' 1.50' 1800x0 13821 439/ 18008 D"p Wen T Ur Praemt 24 LW alt 0-iaan 3 Vrx9 B6- 1 ply Caanponant IlNmber design has New DoW Chadu Oe*n a w—w ceWhw as 4ferail bracing for both ohoub. Zklwatife Sbess Design Aatual Allowable 04wity t.00atibn t oadxre Pbvalvg AAn Im UM.s 91W•'8 3ft 3.78' Total load 100% show 1418.0 5414.4 2e% 7.56 Total bead 100% UWL Reaction 17991 8094.x1 22% 7.68' Dared bad LL Ddledlon 0.0571" 0.2521' U989+ UT Total bad 100% TL 0.0887" 0.3781' 1./9994 379 Total load 100% 001111 F Pbell Moment NAOSr...N�wMe�of IMrr.e.eLM ems. oarrlM�aMabos sy K wk e+taPIw U.C.nu RKM RMRWM Tw M�tl�MMM awiwAw.aw►dr.t�rlMlr,Mww M Nr ��4*r1�UrM«glpRrt.�ab.{io�alO�Nerw,�Marw ��tnRTM arnweattAn�lwwl�a asMa rlanMw Mlw awYrh err.wNq�rtnrAtaw� 01/16/2006 14:19 9786635862 MCQUESTEN PAGE 08 C*af6ney 1-13-06 RDIC 25 Monroe 9t, Nordumptkm, 2:25pm r■Rnr��r was• FuatFborr. Beam#4 )of 1 tre�ar.w l�osn llfaffarar�w 4AM ff3 Nkwnbor Data Daaaiption. Member Type:Seam Application:Floor Lateral Bracing:Continuous Standard Load: Moisture Condtion: Dry Building Coda Other Live Load: 40 PLF deflection Criteria: UW0 Iva,L240 total Deed Load: 12 PLF Dedc Connection: Naied Member Weight 8.1 PLF DOL: 100% Flensme: KYB1 Mon-ellandgl"d LoSde Type Trlb. Uve Dead (DeasrllMlon) Begin End Wktth Start End Start End om ReplammentUnitorm(PLF) 0' 0.00" 8' 0.00" 380 108 100% Fbar tend g o o B o o Baarings>s and Reactions Input RSwmwrn Wont Can U-A* n TWO Length L,arglh Total Dead Total 7 a 0.07 Wall 3.57 1. ; 18010 1362# 4,01E 18010 2 T 6.77 Wall 3.57 1.50" 1901st 1382# 440111 1801# Design spans T 8.75' Proaust:24FuI.911 1 61/4x4 VZ 2 pry Oompatsnt Mender Daslan has Passed Dmign Checks" Damian assumes conlinoom lateral bra ft for bath diords. Allowable Stress Design ACbaI Allowebk t.apeaiy Location Loading Podive Moment 3404."# 10R9.'# 32% 3.78' Trial bad 100% Sher 14239 5542.# 25% 0.01' Total load 100% Max AWAWan 1800.# am's 28% 0' Deitd load LL oUlsdfon 0.0889' 0.2521" LN99+ 3.78' Total load 100% TL Deleeuw 0.0778 0.3791" U99@+ 3.78' Total bad 100% 4bntait POWHO MMwt kbmfequrWs boatbnbn glide MUST be oomul for nola.ply connection dedu9s end sibumlvee INpoeet�fm ntawrftArprgmen.. W, J, e fb�lrlN(a11e�0007 bR�rnek sw•pfwq uc.w1 RgHfS RElEIlvE0. �blwA�wUw f�■�nev,fsw Ird.Mw�r/ntR down M rN �rlf e�d�MlrMlklwfn.lr�fC�nNaww,.delww min f pwA+n� fNae ofift"a WASM N 01/16/2006 14:19 9786635862 MCQUESTEN PAGE Ur Garry 1.13.06 25 Mwwx St.,Northampton 3:11 PI 11 Amt Floor,Bean#3 B.yDiaae uoee rs�aa4ae uoe. Member Daft OawsoWn: Member Type:Beam Appliodon:Floor Lateral Bradng.Continuous SUMard Load: Moisture Condition:Dry Building Coda 88C LNe Load: 40 PLF Detiedlon Critcrie: L1360 Iva,U240 mtd DOW Load: 12 PLF Deck Connection:Nailed Member Weight 13.0 PLF DOL• 100% FOeneme:KYB1 Non-G andard Loads 'type Trib. Live Dead (Deaarip =) Bailin End width Start Brd start End OOL Replacement Urifform(PLF) 0' 0.00" 14' 0.00" 300 90 100% Pbor Low 14 O O 14 00 Bearings and Reactims It4vt tainlmum worst can Lacaaan Type LsnOttt Lamm TOW � Dead TCftI 1 0 0.0ar well 3.30" 1.50' 27M# 20M Ow 27339 2 13'8.75" Wart 3.50' 1.50' 273w 2035N 6" 27330 Design Wens 13'6.75" PioduoL:24UA SM 94wn 51/ O arse" 1 ply Cttmpwmrt M mbar Design has passed Design Chedta.'" Destn aseumen aananuoua kbral bracing for both chords. bile StMs DeSW Miami Allowable Capacity Loca lan Lmdrng taoeaiva HAornerd 9288.* 13826.15 58% 6.78' Todd load 100% SfNer 2410A RIMA 27% 13.55 Todd bad 100% MOM R4000M 2733A 13274,0 20% 0' Dead load LL Ddlaetial 0.3928' 0.4521" L/461 6.78' Total bad 100% TL 09111111COM 0.4738' 0.6781" L/343 B.78' TOW bed 100% Gwdr r: I.A.D010dim m p" w wwwb ae.ar.�rer+�o�rwn YtelW�eeeeeoe bYKwjwwk UrWm%4 C.ALL RNM RAINED. bM■I�MM�M110M aaie�r,ew (M oraUUR Nwman lR� 0YW�����Itlite krtauC4�dau.aM4F11� ear r.r.1M�wat4 nlMawe y e VelRef a1N� it wMN er�rRL lhtr�r/�wrw..�orwt waver." ewaw�aMr'o nardr. 01/16/2006 14:19 9786635862 MCQUESTEN PAGE 06 Gaffney 1.134)6 25 Mom St, Nmthampbm 2:17pm IN ORDIC Fuit llloor, Be=#3 1 Of 1 �ww/wrr.Rrr w��r Rgtltwe*44M . d.4n. Member DaM Deacnfgtion: Member Types Beam Appiimilon: Fbor Lateral Bradng:Continuous Standard Load: Moisture Condition:Dry Building Coder Other Live Load: 40 PLF Deflection Criberta: LWO Iva,L240 total Deed Load: 12 PLF Deck ConnecWn;Naiad Member Weight 12.1 PLF DOL 100% Rename;KY01 Non-alandard Loads Type Trlb„ l.lvs Dead (Da6ofipaoll) Dapin End tMdtlh start End start End DDL Replecomerd Uniform(PLF) 0' 0.00" 14' 0.00" 300 90 100% Floor 9400 14 00 Bearings and Reoctkim Input Iliimum Worst case Looagon Type LancM Length Total 100% Bad Total 1 R 0.07 Wall 3.57 160" 27279 203M am 27279 2 176.17 Wall 3.57 1.64" 27270 203M SIM 27279 Deftn one 17'6.75' Product 24PA.95 1 W40 iM 9 ply oanpwwa I%nt ar Design hog peeved Design check." Design assumes owdramR hlerel b raofnp for both Chortle, ANowaWa Stress Design Admi Aibw ahte COPEC" Location LAadmg PwaMe Moment 0245171 157W.1 589E 6.79 Toted bad 100% Shaw 2408.* 8312$ 23% 0.01' Total bad 100% Max Reaction 2727.11 10290.01 25% 0' Dead bad Lt.Ddledlen 0.3393" 0.4527" 0481 9.78' Total bad 10016 posadim 0.4504" 0.0ni" Lrim 6.79 TdW bad 100% Cawft LL Datlalllorl eiiandaeturfe Maltrtion gelds MUST be am mulled br Mull-pty Connection ddds and albmatva A p w RaM•r M mm"MlrW erarh oft' W.Magnet FkOuaaaan oar,e4r rM raeaeos 6rK97wwM W&W-9 uc.KL RlOYe'$REa<RWO. P"06 Lows, awmm..Wep-m uae•�.r..c eY�e1K1MMiw"wtirrwlrNr/�4raIM� a►MIe1 a■r Mi.-. #Adlp Mwrwer reap 01/16/2006 14:19 9786635862 MCQUESTEN PAGE 05 Gmay 1-13-06 23 Monroe St-Northamphm 3:17pm First Floor,boom 02 1 Of I KffsQ=VS 4AM We..rI aces �r+r..20 Member batit Description: MemberType; Beam Application:Floor Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Buikling Cods~SBC Lbm Load: 40 PLF Deflection Criteria: L1380 Iv e,11240 total Dead Load: 12 PLF Deck Connection:Nailed Member Weight 13.0 PLF DOL- 100% Filename:KY131 Non-standerd Loads Type Trlb. Live bawd (Damdptbn) BVIn End 1Mdth Start End Start End DOL Replacement Uniform(PLF) 0' 0.00" 14' 0.00" 280 84 100% Fbar LOW PIC 14 00 14 0 0 During*and Reactions Input Minimum want teen Location 'type Lutorh Length TOW 10076 Dad Tcftr �� 1 0'0.00" Wall 3.50" 1.50' 255y0 Isom 65911 256M 2 IT 6.75, Wdl 3.80" 1.50" 25510 law am 25570 Design"no IV OJV Product:244M Syt 040115 W"x0 618" 1 pry component Member Design has Passed design Checks." Design asumew oaAlnimn WereI bracing for both chords. ANOwaWe Stren Design Actual Allowable capeeky Location Loading Podiw Mona;nt 86a6.'p 19648.'#r 54% 6.78' Total load 100% Sheer 2254.0 8879.0 25% 0.01' Total bad 100% MwL Readicn 25670 13274A 19% 0' dead bad LL Ddbctlon 0.32or 0.4521" U494 6.78' Total bad 100% TL DMWcn 0.44ST 0.6781" L/387 8.78' Total bad 100% CatYak LL Defedion M P�wwN rw Y�r rlewn...L++�shearer 4k+fMM Ik011M�e00sbReemm edwpeeo,ue.ALL Hmm KNOW. VA IwO1���akPdwr�erlear. Oa�ee,.mker.. �rarWont MWOWwatbraMlwmtir■ a srasrtn wAwwArrp evel7w#sdv weeNMidYMrMar /wwnepiaeery�a�• 01/16/2006 14:19 9786635862 MCQUESTEN PAGE 04 Gaffocy 1-13-06 CIVIORDIC 25 Monroe 3t, Northampton, 2:20 YhvtFloor, Besm#2 1Of K"ftm*Moak lwaewat om mDtia IdilarirY Orb..463 MWnbsr Dad Desedptlon: Member Type Beam Application:Floor Lateral Bradng:Continuous Standard Load: Moisture Cond9ion:Dry Bulking Code:Other Uve Losd: 40 PLF Dellectlon Cdtsris: Lr360 live,Lr240 total Dead Load: 12 PLF Deck Connection: Naiad Member Weight 12.1 PLF DOL: 100% Rename,KYB1 Non-standard Load$ Type Trib. Uve Dead (Dsadl>lbn) 8"In End IMldth start End start End DOL ReplaosmentUnifiorm(PLF) 0' 0.00" 14' O.OU' 280 84 100% ftorLodcl A r- 14 0 0 1400 Bealtings and Reactions byut Mltdmum Wont Gat Locallon Two L4er10th Lannth Trial 100% I>eatd Total 1 a 0.00" Well 3.50" 1.57 25514 lam am 2551# 2 13'6.79' Wall 3.50" l,W 25510 lam 65M 2551# Design spans 1�'arr Produat:2AF-01ls 13140*2 3 Ply Comporw Mandm I>esapn hats fused Desipr Cheri Desgn a m mss eonomma b rsl braclep for both chores. Actial AilOVYabI! mess Design Posit Manu�t AIMM A1 5794.W Car5644% 8.79 T bad 100% stow 2MA 0312.# 27% 0.88' Total bad 100% Mane Radlar 2550JF 10MA 24% a Dad load LL Ddlediorr 0.3157' 0.4521" LI515 8.78' Total load 100% TL 0.4241" 0.8701" Well 8.78' Total bad 10076 Obnlvt LL Daseplion IN&M adursr s bodsliorbn golds FAUST be coemlbd br nxn-oy comedlon deals and alaamplva OONOW wwWoYedeewlscreor ROOM .M0 me IrbaerYw cr.awr DaRra►4 W/Y�a,064rKgweR eaw4ee�ll.C.ALL N0M8 REE0.1A!D. AM-*- YNtad•wrseN«nrlller,tie.b«r..wierMraer eloen an Me aa�r�ybl�r/iadlMrrNrtAM.laNy aM1 alra:TM erl/1 aaetle rNwN oy« now"aw,. s archwawu4eNedear�aaq 01/16/2006 14:19 9786635862 MCQUESTEN PAGE 03 cry 1-13-06 25 Monroe St.,Northampton 3:16pm drat Floor,Beam#1 1 of 1 R.ssM"4ADO 11098=910e 4r4M nnw..11:4 M1111rnbar Delta Deeoription: Member Type:Bsom Appliodon: Floor Lollerai Bracing:Continuous Standard Load: Moisture Condition:Dry Building Coda SBC Live Load: 40 PLF Defection Crfterla: L1380 rive,L/240 bate) Dead Load: 12 PLF Deck Connection:Naffed Member Weight 7.9 PLF DOL: 100% Rename;KYB1 Non--aftndatrd Loads rAls Trib. Live Dead (Daarw"m) Npin End VAdth Start End Start End ML Rephoement Uniform(PLF) 0' 0.00" 17 0.00" 320 96 100% 12 00 12 0 0 BMrings and Reactions kVA Mnlmum wen!Can LocaAlon TWO Langer L-9111 Total ton% oat 1 0'0.00' Wall 3.50" 1.50" 24510 18,5018 0016 24510 2 11'6.75" Wall 3.30" 1.50" 24410 185018 80111 24510 Deem spans 11.6.75" - Product 7WAS elk a4.e 3 W"x8 Rr 1 ply Component t4m6ar Daafgn hes Passed Design Cheeks" Design aswmes oon*PJoas lateral baelnp for both chords. Allowebb stress DWgn Acdual Allowable Capaeky Loeaeon Loaeing Pba11w Morrlsrlt 7084.' a8mx 73% 5.78' Total bad 100% 8haar 2111.0 5414.6 38% 11.58 Total bad 100% VAx Reaction 2451.0 8094.0 30% 0' peed bad LL Ddledion 0.32ar 0.3854' U425 5.78' Total lead 100% TI.Dellection 0.4317 0.5781" U321 5.78' Total bad 100% Contak LL Owedlan AlMuaatnw�r.NNwwru arwrrr��aw"w d►PYR R71oMODRf's!Kit��LI.Q All RqH�!RTea➢RVGO. w��RYR 14001"m ww M MMniw,lwPK Wmaraww.~an YN MOW– 11 11 1 s11MRArlew QXdk1p Oils ,Md"— a .—ft, - �tlrr�YUrMI'FOOONaal�wwaNlp 0 wow 4rwnert'nw-M/pwwwM�rf ir�aam aww•nY�NYw�aaaa�., 01/16/2006 14:19 9786635862 MCGUESTEN PAGE 02 Gaffney 1-13-06 �1�10R D I C 25 M=xx ffft Ft Floor IJortl�ampton, 2-18pm of , BCAlTI 01 1 of 1 r�yawme lID6i 4A& 163 Ni mber Data Deec"ion: Member Types Beam Application:Floor Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:Other Live Load: 40 PLF Dellection Criteria: L/W0 Iva, U240 tDtai Dead Load: 12 PLF Oedc Connection: Nailed Member Weight 8.1 PLF DOL: 100% Filename:KY81 Non4tandard Loads Type Trib. Live tread (Damerlptilon) Begin End width Start End Start End DOL Replacement Uniform(PLF) 0' 0.00" 12' 0.00" 320 96 100% rbw Loud 12 0 D 12 O O Bearings and Reactions Input wdmum Wont can �Lacallon Type Lertglh Li ld n n To 100% DOW Tapir 0. 7 0.0(' Will 3.9a' 1.50" 24620 law# 802,8 24520 2 11116.77 WWI 3.97 1.5W 245N 185M am 24520 Desln spans 1r e.�s• . Product;2*4.96 1 Mx§112 2 ply Componar Member Design hss Passed Design Checks- Destpn aosumes eorrtnaous boor sf bneing for both Chards. Aiiowabik Sbfts Design ACtual Albwabia Capacity Location Landing PbOve Mcmerd 7087.98 10578.1 67% 5.78' Total bad 100% Shaer 2116.A 5542.A 38% 0.01' Total bad 100% Whim R4mdkn 2452.0 SMI A 36% a Dead bad LL Dd%Kgon 0.2w 0.3854" 0485 5.78' Total bad 100% IL Defeclim 0.3789r 0.5781" L/Sw S,?v Total load 100% C0*01! LL Defection 11%M 010tu er s hs1ta11stion guids MIDST bo oorwdts4 br nwm-ply aomedion doWe and ahormtwe /M M�dw�w blfwwlw asrrn�ffN�ownfw urrwr�.MRL+ti �// Mf 0uwr�offs �lwlctnlliaow srK�wk af�fy U.C,KL R7aFn6 RElIRYED. Yw�rC Y1.4fR�Miw M f�fw a+.rMwia/�er flwn on 1hf rr�/MYrlfftpfRrlA FWAM of a 4�farnf,or dmww M Mft Tr�fQn fRwtO�r�MgfMl`■ aM/wa'�a M fglYfMt MfAMM'�YOY Irp4ft�pFMINd M�ANMa. MR�w11MRr'f-adbm. 01/16/2006 14:19 9786635862 MCQUE5TEN PAGE 01 r G r a en L 3?9-1A 69 FAIL e� As McQuesten 6Mpany M A DIVISION OF HOOD INDUSTRIES HOOD Engineered Wood Products INDUS T H I E S FAJC COVER SHEET --, To: o +M t-vvy` Date: RE: JAN From: Don Webster S a= #-(P yL j w4,7- cvf- 49A= 04 v IN s YO q _ V ofd-f un) Ad I'L .4_ e-'Ly V ,,A- 6 Ass w E-Lk /11 Ly L-- ( Pc- L-vL- c( t PC 3 X 9 $' fur_ I-'r w IL &A 01\ tPc S"V1 x v- Lw an I O(- 3 A XQ t � CZ-L%) u)MS 4f?f-- l�-- qr/kIk- Yo ME-- - � (800) 752-0129 (978) 6633435 Fax: (978) 667-0934