29-259 (9) _ nnnmi�mun��
The Commonwealth of Massachusetts
_E
City of Northampton
Cer " ca to o f Occupancy f i
In accordance with 780 CMR, (The 8th Edition of the Massachusetts State Building Code)
this Certificate of Occupancy is issued to the premise or structure or part thereof as herein identified.
Issued to
Identify Name of Building of Space Within Certificate No.
#
Permit
Sean Kellogg BP-2rmit #98
Identify property address including street number, name, city or town and county
Located at 127 Overlook Drive
Florence, MA 01062
Use Group
Classification(s) Single Family Residential R3
This Certificate of Occupancy is hereby issued by the undersigned to certify that the premise, structure or portion thereof as herein specified has been inspected for
general fire and life safety features. This certificate shall allow for the use as herein described and in conformance with any and all conditions as identified below. It
shall be posted in a conspicuous place within the space as directed by the undersigned. Failure to post the certificate,failure to comply with conditions or, tampering
with the contents of the certificate is strictly prohibited.
Conditions of Use Single Family
Name of Municipal Date of Final Map/Plot:
Building Official Kyle J. ft Inspection Date 29/259
10/1 2015
Signature of Municipal Date of Map
Building Official Issuance Date
10/14/2015 T Ot
I
Job- _ - _ _ - _- - ---Truss- -- --- 1 Truss Type -Qty Ply 127 Overlook Dr.Northampton,MA
1UniversalForestProducts _IT01GE- - :GABLE - ID:kJsRVzzw 9 mbIMvK6H17JobReferenge(optional) 9
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-- 21-0-0
Plate Offsets(XY)—[2:0 z-1.x1 8]I1 2:0 z-i,o-11.Lt3_o3-003-01 — -
-
LOADING(psf)
TCLL 40,0 SPACING- 2-0-0 CSI. DEFL in (loo) Well Ud PLATES GRIP
Plate Grip DOL 1.15 TC 0.18 Vert LL -0.02 13 n/r 180 MT20 197/144
(Roof Snow 40.0) Lumber DOL 1.15 BC 0.07 Vert(TL) -0 .02 13 n/r 80
BCDL 10.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.01 12 n/a n/a
BCLL 0.0' Matrix Code IRC20091TPI2007
BCDL 10.0 (Matrix) Weight:109 lb FT=4
LUMBER- BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF No.2 or 2x4 SPF Stud*Except* WEBS T-Brace: 2x4 SPF No.2-7-18
ST5:2x4 SPF No.2 Fasten(2X)T and I braces to narrow edge of web with 10d(0.131"x3")nails,6in o.c.
with 3in minimum end distance
Brace must cover 90%of web length.
MiTek recommends that Stabilizers and required cross bracing be installed
REACTIONS. All bearings 21-0-0.
during_truss erection,in accordance with Stabilizer Installation guide.
- -
(lb)- Max Horz 2=201(LC 7)
Max Uplift All uplift 100 lb or less atjoinl(s)2,12,19,20,21,22,17,16,15,14
Max Grav All reactions 250 lb or less atjoint(s)18,21,15 except 2=272(LC 1),12=272(LC 1),19=352(LC 2),20=270(LC 2),
22=283(LC 2),17=352(LC 3),16=270(LC 3),14=283(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 6-19=-312/95,8-17=312/95
NOTES-
1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)and C-C Edenor(2)zone;cantilever left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as
applicable,or consult qualified building designer as per ANSI/TPI 1.
3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
4)Unbalanced snow loads have been considered for this design.
5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live
loads.
6)All plates are 1.5x3 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 2-0-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-"tall by 2-M wide will fit between the bottom
chord and any other members.
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,12,19,20,21,22,17,16,15,14.
12)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.
LOAD CASES) Standard
Job Truss Truss Type Qty -rPy r27 Overtook Dr.Northampton,MA
15070754) TOt QUEENPOST I8 1
Job Reference(optional)
j Universal Forest Products 7.610 s Jan 29 2015 MiTek Industries,Inc Tue Jul 07 1458:54 2015 Page 1'
ID:kJsRVzzwQ9gmblMvK6HUMgz_SqG-Z7Ou4vatl7X9hgmPXJ3KW5hOticVWRD4_nhDNMhz RIFE,
-1-M 5-6-0 10-6-0 15-6-0 21-0-0 22-0-0
1-0-0 5-6-0 5-0-0 r 5-0-0 5-6-0 1-0-0
i
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1000112 1.610 1.5X1
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10-6-0 21-0-0
-- ---- - 10-6-0 ----- -- - -+-- - 10-6-0
Plate Offsets(X))7 j2:0-8-0_G-(M%-L6.,94 0.0-1118.0-4-0.0-341
LOADING(psf)
TOLL 40.0 1 SPACING 2-M CSL DEFIL in (loc) Vdefl L/d PLATES GRIP
T--------- -- -
(Root Snow 40.0) Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.16 8-14 >999 240 MT20 197/144
TCDL 10.0 Lumber DOL 1.15 j BC 0.74 Vert(TL) -0.41 8-14 >620 180
BCLL 0.0' Rep Stress Incr YES WB 0.48 Horz(TL) 0.04 6 n/a n/a
BCDL 10.0__ Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.02 8-11 >999 360 Weight:83 lb FT=4%
`-
LUMBER- BRACING-
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 or 2x4 SPF Stud"Except MiTek recommends that Stabilizers and required cross bracing be installed
W2:2x4 SPF No.2 during truss erection,in accordance with Stabilizer Installation guide.
REACTIONS. (lb/size) 2=1360/0-3-8 (min.0-2-2),6=1360/0-3-8 (min.0-2-2)
Max Horz2=200(LC 7)
Max Uplift2=-58(LC 8),6=58(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3=-1539/250,3-15=-1152/222,4-15=972/251,4-16=-972/251,5-16=-1152/222,5-6=-1539/150
BOT CHORD 2-8=-67/1911,6-8=-50/1911
WEBS 3$=498/214,4-8=-182/784,5-8=-498/214
NOTES
1)Wind:ASCE 7-05;100mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS(low fise)and C-C Extenor(2)zone;cantilever left and
right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33
2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live
loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6.
8)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIrTPI 1.
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Shipping Summary
DATE07/07/15 PAGE 1
REQ.QUOTE DATE / / ORDER# 15070754J
T ORDER DATE 07/07/15 QUOTE# 150707546
L
UFP Belchertown, LC DELIVERY DATE 07/14/15 CUSTOMER ACCT# LMCWRKMI
155 Bay Road,PO Box 945,Belchertown,MA.01007 DATE OF INVOICE / / CUSTOMER PO# 43145-MAREK
Phone:413-323-7247 Fax:413-323-5257 ORDERED BY Rich Blaise INVOICE#
UFP ORDER# TERMS
SUPERINTENDANT Rich Blaise SALES REP Brian Tetreault
JOBSITE PHONE# (413)247-8314 SALES AREA Massachusetts/
R.K. Miles-Hatfield JOB NAME:Marek/Garage Addition LOT# SUBDIV:
s4.
i 24 West St MODEL: TAG: JOB CATEGORY: Residential
T Hatfield,MA 01038 DELIVERY INSTRUCTIONS:
°- (413)247-8314
H ; Mare k/Garage Addition
I 127 Overlook Drive SPECIAL INSTRUCTIONS:
P
o Florence,MA 01062
BY DATE
BUILDING DEPARTMENTI OVERHANG INFOI HEEL HEIGHT 00-04-13 REQ.LAYOUTS REQ.ENGINEERING QUOTE jBT1 07/07/15
Roof Trusses END CUT RETURN NONE LAYOUT I I, /
PLUMB NO GABLE STUDS 24 1N,OCI I JOBSITE 1 I CUTTING jBT1 07/07/15
ROOF TRUSSES LOADING TcLLTCDL BCU BCDL STRESS INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.)
INFORMATION 40.0,10.0,0.0,10.0 1.15
PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB Truss Height
PLY I TOP BOT ID SPAN SPAN TOP BOT LEFT I RIGHT LEFT I RIGHT LEFT I RIGHT
m OUEENPOST
/W\ 8 10.00 0.00 T01 21-00-00 21-00-00 2x4 2x4 01-00-00 01-00-00 09-11-09
GABLE
1 10.00 0.00 T01GE 21-00-00 21-00-00 2X42X4.01-00-00 01-00-00 09-11-09
Total QTY: 9
Truss Height
ITEMS
QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES
FT-IN-16
1 Literature BCSI-B1 Summary Sheet 10230 Commentary and Recommendations for Handling,Installing&
Bracing Metal Plate Connected Wood Trusses
Order Number:B1 WARN 11 x17 031125
1 Literature BCSI-B3 Summary Sheet 10230 Permanent Restraint/Bracing of Chords& Web Members
Order Number:B3WEB11X17 070209
1 Literature Truss Drawing Packet 10230 Truss Drawing Packet
Total QTY: 9
* 1 5 0 7 0 7 5 4 J
127 OVERLOOK DR BP-2015-1198
GIs#: COMMONWEALTH OF MASSACHUSETTS
Ma :Block:29-259 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS.TO THE GUARANTY FUND (MGL c.142A)
Category:ADDITION BUILDING PERMIT°
Permit# BP-2015-1198
Proiect# JS-2015-002270
Est. Cost: $100000.00
Fee: $600.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: WALTER MAREK III_ 159488
Lot Size(sq. ft.): 15028.20 Owner: KELLOGG SEAN
Zoning: Applicant: KELLOGG SEAN
AT. 127 OVERLOUK DK
Applicant Address: Phone: insurance:
9 AVIS CIRCLE (A 13 586-7456 O Workers Compensation
FLORENCEMA01062 ISSUED ON.•615/2015 0:00:00
TO PERFORM THE FOLLOWING WORK.-DEMO BREEZEWAY, ADD 2ND FLR ADDITION
2 BEDRMS/BATH) &ATT/GARAGE
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
%-01 Footings:
Rough: '7 Z�l'' �,S Rough:z -q/r House# Foundation:
Driveway Final: �
Final: o�7 -I' Final:/() -/y/S j
Rough Frame:
0[� h P�Q 5
Gas. Fire Department V
Fireplace/Chimney:
Rough: Oil. Insulation:, �
yr I Q�^CC
Final: Smoke: Final:
THIS PERMIT MAY BE REVMPsignature:
OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND RE �-ctic�o /�f au•<
Certificate of Occupancy
FeeTyue: Date Paid: Amount:
Building 6/5/2015 0:00:00 $600.00
212 Main Street,Phone(413)587-1240, Fax: (413)587-1272
Louis Hasbrouck-Building Commissioner