17C-055 (7) 168 CHESTNUT ST BP-2018-1300
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 17C-055 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
CategoryGARAGE BUILDING PERMIT
Permit# BP-2018-1300
Protect# JS-2018-002317
Est.Cost' $41000.00
Fee:$100.00 PERMISSION IS HEREBY GRANTED TO.-
Const.
O:Const.Class: Contractor: License:
Use Group: CRAIG MARNEY 057159
Lot Size(sa.ft.): 16509.24 Owner: GILLETTE DANA
zom.w URA(100)/ Amlicanl: CRAIG MARNEY
,IT. 163 OHE6-1l*WT ST
Applicant Address: Phone: Insurance:
P O Box 128 (413) 586-5512 WC
LEEDSMA01053 ISSUED ON.6/1212018 0:60.90
TO PERFORM THE FOLLOWING WORK:DEMO AND REPLACE 20X20 GARAGE AND ADD
10X15 ADDITION ONTO GARAGE
POSTTHIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House q Foundation:
Driveway Final:
Final: Final:
mm Rough Frame:
Gas: Fire Department Fireplace/Chimney:
...ugh: Insulation:
Final: Smoke: Final: 611(
THIS PERMIT MAY BE REVO BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES A �I,. TIONS.
Certificate of Occu anc _Sign
ature: 12
FeeTWpe: Date Pai . Amount:
Building 6/12/2018 0:00:00 $100.00
212 Main Street,Phone(413)587-1240, Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
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Shipping Summary
' DATE082&18 PAGE 1
REO.QUOTE DATE / / ORDER# 118060953j
LLC ORDER DATE 08/08/18 QUOTE# 18060953B
UFP BelcLLC hertown, DELIVERY GATE 00/2818 CUSTOMER ACCT LMCWRKMI
155 Bay Rcad,PO Boa 945,Belaberloen,MA.01007 DATE OF INVOICE I / CUSTOMER PO# 42891-MARNEY
Phone:413-3237247 Fa.:413-3234257 ORDERED BY Rich Blas INVOICE#
UIP ORDER TERMS
SUPERINTENDANT Rich Slais SALES REP Bdan Tetreeult
JOBSITE PHONE# (413)247-8314 SALES AREA Massachusetts/
R.K. Miles-Hatfield JOB NAME:Dana Gillette Garage LOT# SUBDIV:
0 24 West St MODEL: TAG: JOB CATEGORY: Residential
T Hatfield, MA 01038 DELIVERY IrnNSTRUCTIONS:
e (413)247-8300 Craig Maey 413-519-3214
Dana Gillette Garage
168 Chestnut St. SPECIALINSTRUCTIONS:
T Florence, MA 01062
BY DATE
BUILDING DEPARTMENT OVERHANG INFO HEEL XEIGXT 245 RED.LAYOUTS REQ.ENGINEERING QUOTE BRT vi
Roof Truss" ENPCVr RETURN HQHE LAY.- BM3 08.23118
nusa I GABLE STUDS 24IN.00 doesnE 1 1 CUTTING ERT 0621118
ROOF TRUSSES INFORMATION 55.0,15.QO.QID.O �a1.15 a ROOF TRUSS SPACING: 24.0IN.O.C.(TYP.)
PROFILE 1OTY1 PITCH TYPE BASE I OIA LUMBER OVERHANG CANTILEVER STUB
PLY Top 8 ID SPAN SPAN Toe eoT Leer .aDHr Leer RICNr Levi RICHT
00 .1HBight Weight
q ATTIC
9 10.00 0. 1 20-0300 1 2� 2%82X801-00.00 01-00.00 09-10-07 1170.271
L ,Aw GABLE
..dBBll� 2 10.00 0.00 T01GE 20-0300 1 20 003-0 2 X 8 2 X 4 Qt-0D00 o1-00-00 09-10-07 248.52
Total QTY: 11
Total Roof Wt: 1416.79
ITEMS
CITY ITEM TYPE SIZE LENGTH PART NUMBER NOTES
t6
1
Literature BCSI-B1 Summary SheoFT IN l 10230 Commentary and Recommendations for Handling.Installing&
Bracing Malal Plate Con acted Wood Tmssin
Ordes Number:BIWARN11A7031125
1 Usnabirs BC31i Summary Sheol 10230 Permanent RealnlM/&eclng 4CMrds B Web Members
Order Number 83WEMIX17070201,
1 U ts.lure Train Draiing Pachel 102W Tess Dram Packet
Total QTY: 11
11111161111 II19 �1 II
11111
THE ABOVE LISTED ITEM HAVE BEEN RECEIVED IN GOOD CONDITION. (EXCEPTIONS NOTED)
Received By(Signature):
Received By(Print Name):
Company(Print Name):
Driver: Date:
The sale and performance for the delivery referenced in the Bill of Lading are completed subject to the
Terms and Conditions of Sale available at www.ufpi.com/terms.htm.
Truck Driver Jab Site Safety Analysis
1) Is the terrain safe for the truck to make the delivery? Yes_ No— N/A
2) Is the terrain safe for the moffit to be driven on Yes_ No— N/A
3) Are there any objects in the way? Yes_ No— N/A
4) Are there any overhead obstructions? Yes_ No N/A_
IapankoU RDt AM e ' toq
Ad�lwren I �vpt
IpaRlTtalAxOyvR]II4dDKFZBRmSp114M Sn0]GIK.IOBIi(mM`/I.QIURJbC10�<g0
1 110.12 8.6-11 1- a 1.43 "15 %1 11
1 110.12 461 1--13 143 K15 }10.12 14).0
M- Scale=two
s
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low(Pf ,3
45 II b8 n
3 ]
a
112 8
4100 12 11 10 41oI
hte Mf1516
410 II 41011
V-.122 18H AO'0
1 1258 12
Plane gfai aY} 624.0-11 03-0
L01101NG(pan 9P8CIN0. 244 CSI. 06L in (bo) geed (/d PIAM M1P
TCLL 42.3 ands Dap DOL 1.15 TC OAC) VerlQl) -0M 10.12 x475 240 "120 18711"
(Ground Seww550) LM14w DOL 1.15 BC 0.63 Ved(CO 428110-12 x281 130 MIrI:M 24D190
TCDL 15.0 Rep Slew 1. YES WB 0.36 ! (CT) 0.01 a We We
BCLL 0.0 Cadellimol RP12Di4 mind -S Wtnd(LL) 0.07 10.12 x888 380 WegM:130b FT•4%
BCDL 100
LIiB�- aRRCMG
TOP CHDRD 2s8 SPF210a2.0E BOTCHORD RgWwUi� dYeclN appb o1460xbm . wPualna.
BOTCHORD 2x9 SP 2W.22AE
WEBS W SPF No.2'Exwp1' Mi ek recanrnendatna ers i mend rda iredcmablaaq
W2:2x45PF No.3 be InYnlad dwb9,rucs ereclbn,in accordance w#b Slebi2ar
Inalellation ube.
RFACT10N8. (Worse) 2.1662(038 (rob.0.2-19),8.16621034 (mm.0.2-14)
Mae Ibex 2LC 10)
Max Grov20.182783](LC 23),e•i82](LC 24)
TDP CH
TO CH. (D)-Mea.Cwrp.Max.Tan.-AY Iwws Z500b)wbas except v�Mr�sOwa�.
ORD 23•-231&0,313•-1"]137,413=-121N2,45•QT37,SE=67-07,S14•-1213/R,
]-1"-14623],]4•-2318N
BOTCHORD 2-12.OM392,11392.1P+1•N1392.&10.61392
WEBS 44•-238658.}12.612xdf109],T-1691109]
NOTES _
1)Wnd MWFR6(isevelops)and CS Ereaiiw(1)ondar tiW.r8bfl and night appose fix m°�ambsrd and aclln&Mls for
roaaiona shannl Wmbw DX-1.60 plate gap ML-1.33
2)TCLL:ASCE7-10;Pg=550 set(ground smw).PI.423 Pathan mol snow):Category II:Exp B;PaaeW Exp.:C 1.1
3)Unbabwed.Minds lues been cwreidwetl amid dona,
4)na,truce has been destined for greater of min roof We bad of 14 0 ptl or 2 DO limes Ibl ma,bad of 42.3 psf on ovedrengs
5) p-wwurrent Win ollwr live bads.
leles are M120 antes unless aneMnde idicaled.
6)Tthis Ceiinp shas adbabe(60panon far
.100mordantpe, &],4grd We bed rimconwnent eailb a,Onw We beds.
8)Baam onord Ibe loatl(".D asp end add'ibnal bo0om awed dead bed(100 pen appNd Dory to mom.10.12
9)Tnalmse n hef accwdenw won the x015lntemaliwwl BuiNirq Code ee to 2308.1 and ralero�roe0 aanderd P34SVTM,.
to)nob room maa2acked r mr u3so aeneaion.
LOAD CP5E(a) Standard
11® yq Y tmem4 .
INMr/.�3J Teti QAs.E 12 1
JM Rtlaa[e
'x Llnvre Fpityl0ticb CmgM.IFI' B]10• h W: 1C6D 1
ID eRIT1aLTv0yaa2iptllENEz&i1rb5TVIL�rtyEttCmMj4utloT'la6RC10igM31ebh
U 1618 Pp30 L3
d0 1-0 1614
Sb= Scab=1.5y4
T
24 II 3e II
e e 24
tOOp)12 34 11 a 34 II
5 9
34 II 34 II
e 10
2,411 Mil
3 11
I 12 A
t7 a4 II 21 m 19 16 lT 16 15 14 Mal- 'q6
Sfi=
M10
PWe O11 :0.2.10.18 11243-161-01 111.1 Im Iq 209
TLCLLL (Pap42.3 SPACRI 241-0 L&. pBL In (W) VitalUd P m DRP
(Ground Sllo1w55.0) Plole Grip OOL 1.15 TC 0.05 Ved(LL) ON 12 Nr 150 MTLO 19]11"
]CDL 15.0 LumMr DOL 1.18 BC 0.03 thatiG ) DAO 12 Nr So
BCLL 0.0 Rep Stress Ines YES M0.26 NadlCp D.00 12 nk We
BCDL 10.0 Cedellp=16/I1aI2014 MI WNyhl:123 to FT-4%
LII,BETts SMCNG
TOP CHORD 2.6 SPF 2100E 1.8E TOP CHORD Structural wood shealhln9 dwictly appal a8 oc pudma.
SOT CH0RD 2xISi BOT CHORD Rigid oainp dinsclV appired or 10.0-0or,twang.
OTHERS 2.4 SPF ND.2 NESS Tdmo: 2x4SPFRo3-7-18
Fasten R%) T and I bras"to harrow edpe Oweb w h tori
(0.1317s3')"alk,Gino.c.,wfth Sin mnimum antl distance.
Brace muw rues 90%olweb length.
Mls,r"ommends Thal SWbim and re used cross bra ing
be Installed during lm"answer,mamwdance with Stebif er
Inewtation up ae.
REAC1pN5. Mb"riga203-0. - -
(Ib)- Max Hoa z..149(LC 10)
Mev UPIM All uplift IM It,or le"at plats)2,19,20,21,22,1],16,15,14
M"Grav All 36reaeione 2506 a basal gilt(s)18"cep12.310(LC 18),
19a50.0 19).2020s,309"30919).21a266(LC 1),2 2690.0 19).12a3650.0 20),
i SaMD(LC 20),15.2680.01),12a310(LC 18),14.269(L0 20)
FGRD13 (B)-M".canw.Tlm.r"..a9lomae iso(w>aleaa ex"glean alto..•.
WEBS S1B<325150,SZO•-36981,o-1]=.12sr5o,a1N-3WrH1
NOTES
1)NSM:ASCE]-10;VuX 117r o(9gecaq pop V"d=92m h;MM-5.Opd;BCDLa5.0ps1;h=241t;ISL 11;Exp B;arc w;
hai(nwetge)and C-C ExteMR2)tore;oatievor leftend rightexposi ;Ct le membersand farces 8 MNFRS top
leavens shovm;Lumber DOL=1.60 Plate gdp DOL11.33
2) Tmssde gnedforwindlodsinlhepenedlhetm"onhy FasludsmposM lovind(Iwrmalto the local standam Industry
Cable End Oda is as applicable or consent RuaW*d buadilg designer as per MG IrfPI 1,
3)TOLL:ASCE]-10',Pg-55.0 psf(ground snow);Pfa42 3 pal(lel rcof snow);Category III Exp B',ParfelY Exp.;(3Ia1.1
4)Unbalanced sop,,leads have bean considered for this design.
5)Tbs base h"been designed for greater of nen prof We lead of 16.0 pat or 200 inns M rod load 042.3 ad on ovedaryp
nerd vMh e1Mr We bade.
6)All plates ere 1.5x3 MT20 unless othelwe,indicated.
T)Gable ns0uiraa continuous bO1ore chum leasing.
8)Gude alutls spaced a(2-0 ..
9)This truss has been designed for a 100 pef bottom chow We bed nrncozafpeni adh any other live bade,
10)Provide mechaneal connection(by others)d tress 10 bearing plane opabe of wXhdand n,100 to told at pias)2,19,20,21.22,
17.16.15,14.
11)The tan"is designed In accedence,vath the 2015 Inks-1.1 R"iderl8al Crile sectio"Rs02.1 1.1 and R802.tOS and
referenced standard ANSOTPI I.
12)Waring:Additional permanenl and stability bracing for buss system part pad of this co esurem deal Is ahvays required.
LOADI:ASEIS) Standard
168 CHESTNUT ST EP-2019-0110
COMMONWEALTH OF MASSACHUSETTS
CITY OF NORTHAMPTON
Map: 17C
Lot:055 ELECTRICAL PERMIT
Permit: Electrical
Category: WIRE GARAGE
Permit# Electrical
PERMISSION IS HEREBY GRANTED TO:
Project# JS-2018-002317
Est.Cost: Contractor: License:
Fee: $90.00 GRAHAM ELECTRIC MASTER ELECTRICIAN 15396A
Owner: GILLETTE DANA
Applicant: GRAHAM ELECTRIC
AT: 168 CHESTNUT ST
AoolicantAddress Phone Insurance
PO Box 1 (413) 268-3636 C-(413) 212-7773 Liability, MPT8466W
HAYDENVILLE MA01039ISSUED ON:8/74/20180:00:00
TO PERFORM THE FOLLOWING WORK.,
WIRE GARAGE
Call In Date; Date Requested Inswdon Date/SIo OR• Reinspect?:
Trench/UG:
Special Instructions
x
Rough
x
SmialInstructions:
SRE Called In:
Signature:
Fee Tvpr' Amount Date Paid
Electrical $90.00 8/14/2018 0:00:00 3042
212 Main Street,Phone(413)587-1244,Fax(413)587-1272-Inspector of Wires -Roger Malo