37-095 O¢SHAmp,_ ,
� w . �' $ ,:'! ±t of tiptutptmt z styli' /
1 x �5�►, « ' Gi assxc}<nsetfa F. .'•" 's
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DEPARTMENT OF BUILDING INSPECTIONS = f_
INSPECTOR 212 Main Street • Municipal Building ' W
Northampton, MA 01060
e
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to
act as his /her construction super Hsor. The state defines "Homeowner" as, " Person(s)
who owns a parcel on which he/she resides or intends to be, a oiie' " two family •
dwelling, attached or detached structures accessory to such use and/or farm structures. A
person who constructs more than one home in a two -year period shall not be considered a
home owner."
The bbilding department for the City of Northampton wants-any person(sj seek - to
use the home owner exemption, to act as their on construction supervisor, to be aware
that by doing so you become responsible for compliance with state building codes
and regulations. The inspection process requires that the building department be called
to inspect work at various stages, which include foundation/footings (before backfi1I),
sonotube holes (before pour), a rough building inspection (before work is
concealed). insulation inspection (if required) and a final building inspection.;The
building department requires these inspections before the work is concealed, failure to
secure these inspections can result in failure to obtain a certificate of occupancy
until the work can be inspected.
If the homeowner hires other trades to perform work (electrical, plumbing & gas) the
homeowner will be responsible to make sure that the trades hired secure their proper
permits in conjunction to the building permit issued, and that they get their required
inspections. Failure of the individual trades to secure the permits and inspections as
required can DELAY the project until such time as the proper permits and inspections are
made
•
I I, Sc" .56 0 ' c 1 -"' understand the above.
(Home owner /resident's signature requesting exemption)
I will call to schedule all required building inspections necessary for the building permit
issued to me
Dates ! - U
Address of work
location 3/ / (_t P b
r
t 1 c.. c_-
�� \
(11i f. of NorfI n - 1pton { �-
1I• f �1,3sacliasclte'
... _ ' t=
•
DEPART MET.rT OP BUILDT'C INSPECTION'S • _
212 Alain Street Municipal Building
Northampton, Mass. 01060
WORIOR'S CONIPENSA ION O`iSURANC AI A\111
•
(]i ccvScxJpermi ttcc)
v.'ith a principal place of business/residence at:
(phone')
(scr=icirJ /sta drip)
do hereby certify, under tllc.pains and penalties of perjury, :hal •
•
•
{ ( ) I stn an employer providing the following \ orker's compensation coverage for my
{ employees worlong on this job:
•
- . Qrsar nc Company) (Police: Nur bcr) (Expiration Date)
( ) I am a sole proprietor, general contractor or homeowner (c c one) and have hired
the contractors listed below wbo have the following workers corpen_adon policies:
(Na of Contr cio ") (In - uranc: Company / ?oLic Nun :) :Jinu Datc)
(Name of Conn cior) (I.nsaranc Company/Policy Nuinc_r) (Lizirtion Date)
•
(Name of Coarractd,) (Insurance Company/Policy NumIxr (Expirtion Date)
(Name of Contractor) (Insuranca Compzay/Policy Numb&) (Expirtion Date) -
(a,rscss bcc.ifnce==-c_-}- 0 cndv& iaforu oa peuin: ac to .II coca-- c.o:-s)
( ) 1 _ 2332 a sole proprietor and have no one working for me.
X I am,a home owner performing all the work myself.
NOTE: please Ix .w-re t ti,, v��} bcm-owocrs .vbo =ploy pcs.00s to do r ^ - m; e,00 c rcpctir vroric oa a d.•r11_, of
not tnoce then t Atha is w1 h the bomoo+wc maid= « oa the p the r..n s_-c ox —.tty mt.:4=i to be
c�loycs uaGc the wtx-! cem o==px- - - Act (G0152.= l (5)) =op[in.6oz by • bow fa- _ l = a pe:nit cy a idmoc the
lcga] si c of ea ea:ploy.r under Ito Wockoet Compe amino Act
t yonicanod thst a copy of this =acme= may be fora.ard.d to toe Dop.rcmrt of Iodu: rill Acddrds' O! of llsor for the
covCS - o ^e vciGeiioo cad thri. L to socurz `coves. - e ,•rvtr soaion 25 A of MQL 152 ant d to the immoral= of e - Unica! pcac tia
of • f loc atop to S 1300.00 ..ndr«
�s8 � or up to oac ycr rad civil pm.tio is thc form of. Stop Work Ordc and • _
firs of S l 00.00 a day Lvairca tzx
For dcp.rta i nx.c only
Pm Nuiribcr
trot
Sil aa tiin of Liccnsct-'Pcrmitic Late - - -�
SECTION 8 CONSTRUCTION SERVICES +
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder :
License Number
Address Expiration Date
Signature Telephone
.J t o t s a orr r' rcirave . 'r ' :�". ' -' • _ ` Not Applicable ❑
Company Name Registration Number — —
Address Expiration Date
Telephone
SECTION 10- WORKERS' COMPENSATI•N INSURANCE.AFFIDAVIT'.(M:G.L. c:152, =§ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes ❑ No ❑
The current exemption for "homeowners" was extended to include Owner- occupied Dwellings of one (1) or two(2) families
and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts
- as supervisor. CMR 780, Sixth Edition Section 108.3.5.1.
Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there
is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm
structures. A person who constructs more than one home in a two -vear period shall not be considered a homeowner.
Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he/she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of
Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
omeowner Signature
� r
i
SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing n
Or Doors El
Accessory Bldg. ❑ Demolition ❑ New Signs [El] Decks [Q Siding [l ] Other [d]
/Brief Description of Proposed -
V Work: ///5114 I!4'f►u -i e3 jdhot/
Alteration of existing bedroom Yes "No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes ✓ No
Plans Attached Roll - Sheet
sa ewx lous n rr: 'd n t existitx i oc sincf o> ptete,they o iaisiiing:
a. Use of building : One Family Two Family Other
b. Number of rooms in each family unit Number of Bathrooms
c. Is there a garage attached?
d. Proposed Square footage of new construction. Dimensions
e. Number of stories?
f. Method of heating? Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. _ Masscheck Energy Compliance form attached?
h. Type of construction
i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No
j. Depth of basement or cellar floor below finished grade _ s
k. Will building conform to the Building and Zoning regulations? Yes No .
I. Septic Tank City Sewer Private well City water Supply
SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN
OWNERS AGENTOR`CONTRACTOR=APPLIES FOR BUILDING PERMIT
, as Owner of the subject
property
hereby authorize
to act on my behalf, in all matters relative to work authorized by this building permit application.
� Y
Signature of Owner Date
) t'S q . ' [J C � s c , as Owner /Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
.5(.1-5 :I E /.—/s
Print Nam
`' Signature of Owner /Agent Date
- K
5A'V ? •
Section 4. ZONING All Informatibfl Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size l
ji i
Frontage i
Setbacks Front ; i j
•
Side L: i P.: ' L:' R:= a
Rear 1 I I .
Building Height i 1 3 1
i .
Bldg. Square Footage , i j % 1 1 ( i j i
Open Space Footage ,__�
(Lot area minus bldg & paved 1 1 L____1 = a 1
parking)
# of Parking Spaces ' i i
Fill: '
I
(volume& Location)
A. Has a Special Permit/Variance /Finding ever been issued for /on the site?
NO 0 DONT KNOW 0 YES
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO ® DONT KNOW 0 YES 0
IF YES: enter Book Page? 1 and /or Document #
B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES 0
IF YES, has a permit been or need to be obtained from the Conservation Commission? '
Needs to be obtained Q Obtained 0 , Date Issued: t
C. Do any signs exist on the property? YES 0 NO twt
IF YES, describe size, type and location: g ,
D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 0
' 3 i
IF YES, describe size, type and location:
E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 . NO ( Q
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
® !, i ' erg. used my & ,:m
City of Nortf��m , . °� %_
Building Departmen s � 38
212 Main Street 3 �... r gy ' - P , �� 5
Room 100 ': _ e'F 4
P Northampton; MA 01060
" hone 413 - 5 -1240 Fax 413 - 587 -1272 ..
@ a at : -r";,
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
ECTION 1 - SITE INFORMATION
1.1 Property Address:
Thrs se ctro n to be compfeted byoffice
4
( -(� 3 C '11 p r._ . Map Lot ., :." t1n
dG ( �i _ .- OYerl ct
[ Zone r, p
Etm -,'; ° . C �Distrrct
SECTION 2 - PROPERTY OWNERSHIPfAUTHORIZED AGENT
2.1 Owner of Record:
Stts,a '' -r A uJ L � s( r / / c� p i D 7 Name (Print Current Mailing Address: C
L /�`� Telephone
Signature
2.2 Authorized Agent:
Name (Print) Current Mailing Address:
Signature Telephone l
SECTION 3 - ESTIMATED:CONSTRUCTION COSTS
ter"
Item Estimated Cost (Dollars) to be Official Use Only
completed byo permit applicant
Building a Building Permit Fee
C / o6' 6) c > � 1 ou �� -°°)
2. Electrical Tota Co
Construction fr (s 6
of
3. Plumbing Building (b) Estimated Permit ot F ee
4. Mechanical (HVAC)
It 5. Fire Protection
6. Total (1 + 4+5) Check' Number
This Section For Official Use Only
Building Permit Number` lsDste-
ued
Signature:
r
i
Building Commissioner /Inspector of Buildings Date
A
1
WI
Job Truss Truss'Type Qty Ply Ice Pond 5 & 25
LOT5-25 GBL -1 ROOF TRUSS 2 1
Western Mass Truss, Westfield, MA. 01085 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Oct 15 11:45:58 2003 Page 2
NOTES
9) For bracing specified, use MiTek Stabilizer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing System Installation Guide. Cross bracing
required at each end and at these spacings: Webs: 20 -0 -0; TC: Inst. 20 -0 -0; BC: Inst. 20 -0 -0.
10) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking.
LOAD CASE(S) Standard
•
•
I �
•
lob Truss Truss Type Qty Ply Ice Pond 5 & 25
LOT5-25 GBL -1 ROOF TRUSS 2 i 1
1 (optional)
i Western Mass Truss, Westfield, MA. 01085 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Oct 15 11:45:58 2003 Page 1
-1-0 0 7 -1042 15-6-0 { 23-1 -4 31.0 -0 32_-070
1 -0 -0 7 -10 -12 7 -7 -4 7-7 -4 7 -10 -12 1 -0 -0
Scale = 1:85.3
4x4
12
9.00 Ili
13
lOr1� N - 7 14
3x4
- i
9 �7 1530 1
7 1
5i"3 N S 0 II
6 �/ 18 •
5". 1
5 j
74 6 i I 5 3 r<
5 4 '
II 'I 1 I 1 � 21
j g I k
1 I 11 11 11 I` t ag
39 3840 37 36 4135 3442 33 3231 30 4329 2844 27 26 4525 24 3x10
3x10 11 3x4 =
i
10 -5 -3 20-6 -13 ( 31 -0 -0
10 -5 -3 10 -1 -11 10 -5 -3
Plate Offsets (X,Y): [2:0- 0 -1,0 -2 -121, [22:0- 0 -1,0 -2 -127
LOADING(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.14 Vert(LL) n/a - n/a MII20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.11 Vert(TL) 0.00 1 -2 >999
BCLL 0.0 * Rep Stress Incr YES WB 0.29 Horz(TL) 0.01 22 n/a
1 BCDL 10.0 Code BOCA /ANSI95 (Matrix) 1st LC LL Min I /defl = 360 Weight: 198 lb
I LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD
I BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s) at 6 -1 -8 oc.
OTHERS 2 X 4 SPF Stud *Except* Permanent Sheathed or 6 -0 -0 oc purlins.
ST1 2 X 4 SPF No.2, ST2 2 X 4 SPF No.2, ST3 2 X 4 SPF No.2 BOT CHORD
ST9 2 X 4 SPF No.2, ST10 2 X 4 SPF No.2 Installation 1 Stabilizer(s) at 10 -0 -0 oc.
SLIDER Left 2 X 6 SPF No.2 1 -1 -15, Right 2 X 6 SPF No.2 1 -1 -15 Permanent Rigid ceiling directly applied or 10 -0 -0 oc bracing.
WEBS 1 row(s) of 1 Stabilizer(s) at 1/2 pts.12 -32, 11 -33, 10 -34, 13 -30,
14 -29
REACTIONSIb /size) 2= 207/31 -0 -0, 31= 19/31 -0 -0, 22= 207/31 -0 -0, 32= 206/31 -0 -0, 33= 263/31 -0 -0, 34= 196/31 -0 -0,
35= 191/31 -0 -0, 36= 263/31 -0 -0, 37= 257/31 -0 -0, 38= 204/31 -0 -0, 39= 116/31 -0 -0, 30= 256/31 -0 -0,
29= 198/31 -0 -0, 28= 191/31 -0 -0, 27= 263/31 -0 -0, 26= 257/31 -0 -0, 25= 204/31 -0 -0, 24= 116/31 -0 -0
Max Horz 2= 335(Ioad case 3)
Max Uplift2=- 193(Ioad case 2), 22=- 89(load case 3), 33=- 96(load case 4), 34=- 126(load case 4), 35= -115(1oad case
4), 36=- 117(bad case 4), 37=- 121(load case 4), 38=- 99(load case 4), 39=- 261(load case 4), 30=- 90(load
case 5), 29=- 128(load case 5), 28=- 115(load case 5), 27=- 117(load case 5), 26=- 120(Ioad case 5),
25=- 103(load case 5), 24=- 228(load case 5)
Max Grav2= 287(load case 3), 31= 19(Ioad case 7), 22= 207(load case 1), 32= 273(load case 5), 33= 270(load case 6),
34= 196(load case 1), 35= 191(load case 6), 36= 263(load case 1), 37= 257(Ioad case 6), 38= 204(load case
1), 39= 122(Ioad case 6), 30= 264(Ioad case 7), 29= 198(load case 1), 28= 191(load case 7), 27= 263(load
case 1), 26= 257(load case 7), 25= 204(load case 1), 24= 122(load case 7)
FORCES(Ib) - First Load Case Only
TOP CHORD 1 -2 =7, 2 -3= -106, 3- 4 =-48, 4- 5 = -81, 5- 6 = -86, 6- 7 = -85, 7- 8 = -85, 8- 9 = -31, 9- 10 = -84, 10- 11 = -86, 11- 12 = -84,
12- 13 = -84, 13- 14 = -86, 14- 15 = -84, 15- 16 = -31, 16- 17 = -85, 17- 18 = -85, 18- 19 = -86, 19- 20 = -81, 20- 21 =-48,
21-22=-106, 22-23=7
BOT CHORD 2- 39 =25, 38- 39 =25, 38- 40 =25, 37- 40 =25, 36- 37 =25, 36- 41 =25, 35- 41 =25, 34- 35 =25, 34- 42 =25, 33- 42 =25,
32- 33 =25, 31- 32 =25, 30- 31 =25, 30- 43 =25, 29- 43 =25, 28- 29 =25, 28- 44 =25, 27- 44 =25, 26- 27 =25, 26- 45 =25,
25- 45 =25, 24- 25 =25, 22 -24 =25
WEBS 12- 32 = -146, 11- 33 = -178, 10- 34 = -182, 9 -35= -179, 7 -36 -181, 6 -37= -178, 5 -38= -188, 4 -39= -128, 13 -30= -178,
14-29=-182, 15-28=-179, 17-27=-181, 18-26=-178, 19-25=-188, 20-24=-128
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
I "Standard Gable End Detail"
3) All plates are 1.5x4 MII20 unless otherwise indicated.
14) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 2 -0 -0 oc.
6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greater than 3 -6 -0
between the bottom chord and any other members.
7) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2, 31, 22, 32, 33, 34, 35, 36,
37, 38, 39, 30, 29, 28, 27, 26, 25, and 24.
8) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LContinued on page 2
i Job Truss Truss'Type Qty Ply Ice Pond 5 & 25
LOT5 -25 GBL -2 ROOF TRUSS 1 1
_ o•tional
I Western Mass Truss, Westfield, MA. 01085 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Oct 15 11:45:59 2003 Page 1
1
- 1 1 -0 -p 6 -1 -12 I 12 -0 -0 ---4 - 17 -10 -4 I 24 -0 -0 Z5-0 -0
1 -0 -0 6 -1 -12 5 -10 -4 5 -10 -4 6 -1 -12 1-0 -0
Scale = 1:67.5
4x4 =
9
9.000
1 1.5x4 II
00 2 2N 1.5x4 II
1.5x4 II 8 10
IS , .. , 1.5x4 II
; T f ��.
5x5 -
v,./ x5 O
�\ 11 5
6 . 12
q 1.5x4 11 9 a ■ -r1. , . " -, 1.5x4 II
13
1.5x4 I/ W
- I � IN N 1.5x4 II
4 / �4. 14
5 0
3 Xi- • I S- . 15
gRMAl : l , iirl!r �i! !F!iAtii!!iA!i! ii!i!i!i!!,d�!i��!�i! !,!'! .•."!i!i!i!�!a!i i i0ii!i!�i!�!i!Oir. ' I••
3x10 II 28 27 26 25 24 23 22 21 20 19 18 3x10 II
1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 11 1.5x4 it 1.5x4 11 1.5x4 11 5x5 = 1.5x4 II 1.5x4 11 1.5x4 11
8 -1 -3 I 15 -10 -13 24 -0 -0
8 -1 -3 7 -9-11 8 -1 -3
Plate Offsets (X,Y): [2:0- 0- 1,0 -2 -8], [6:0- 2- 8,0 -3 -0], [12:0- 2- 8,0 -3 -0], [16:0- 0- 1,0 -2 -8], [21:0- 2- 8,0 -3 -0]
LOADIN(psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.12 Vert(LL) n/a - n/a MII20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.12 Vert(TL) 0.01 1 -2 >999
BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 16 n/a
BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I /defl = 360 Weight: 136 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD
BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s) at 7 -0 -0 oc.
WEBS 2 X 4 SPF No.2 Permanent Sheathed or 6 -0 -0 oc purlins.
OTHERS 2 X 4 SPF Stud *Except* BOT CHORD
ST1 2 X 4 SPF No.2 Installation 1 Stabilizer(s) at 11 -6 -0 oc.
SLIDER Left 2 X 6 SPF No.2 1-0 -15, Right 2 X 6 SPF No.2 1 -0 -15 Permanent Rigid ceiling directly applied or 10 -0 -0 oc bracing.
WEBS 1 row(s) of 1 Stabilizer(s) at 1/2 pts.9 -23, 8 -24, 10 -22
REACTION41b /size) 2= 239/24 -0 -0, 21= 216/24 -0 -0, 16= 240/24 -0 -0, 23= 178/24 -0 -0, 24= 217/24 -0 -0, 25= 218/24 -0 -0,
26= 220/24 -0 -0, 27= 229/24 -0 -0, 28= 198/24 -0 -0, 22= 217/24 -0 -0, 19= 228/24 -0 -0, 18= 198/24 -0 -0,
20= 222/24 -0 -0
Max Horz 2=- 264(Ioad case 2)
Max Uplift2=- 128(Ioad case 2), 21=- 101(load case 5), 16=- 63(Ioad case 3), 24=- 82(load case 4), 25=- 100(load case
4), 26=- 102(load case 4), 27=- 78(load case 4), 28=- 194(load case 4), 22=- 79(load case 5), 19=- 82(load
case 5), 18=- 175(load case 5), 20=- 101(load case 5)
Max Grav2= 239(load case 1), 21=216(load case 1), 16= 240(load case 1), 23= 243(load case 5), 24= 225(load case 6),
25= 218(Ioad case 1), 26= 221(load case 6), 27= 229(load case 1), 28= 204(load case 6), 22= 225(load case
7), 19= 228(load case 1), 18= 204(load case 7), 20= 222(load case 7)
FORCES(Ib) - First Load Case Only
TOP CHORD 1 -2 =7, 2 -3= -127, 3- 4 = -67, 4- 5 = -88, 5- 6 = -93, 6- 7 = -92, 7- 8 = -93, 8 -9 =16, 9- 10 = -92, 10- 11 = -93, 11- 12 = -93,
12- 13 = -93, 13- 14 = -89, 14 -15 =7, 15 -16= -128, 16 -17 =7
BOT CHORD 2- 28 =29, 27- 28 =29, 26- 27 =29, 25- 26 =31, 24- 25 =31, 23- 24 =31, 22- 23 =31, 21- 22 =31, 20- 21 =32, 19- 20 =30,
18- 19 =30, 16 -18 =30
WEBS 9 -23= -138, 8 -24= -177, 7 -25= -178, 6 -26= -180, 5 -27= -188, 4 -28 =459, 10 -22= -177, 11 -21= -176, 13-19= -187,
14-18=-160, 12-20=-182
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek
"Standard Gable End Detail"
3) Gable requires continuous bottom chord bearing.
. 4) Gable studs spaced at 2 -0 -0 oc.
5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greater than 3 -6 -0
between the bottom chord and any other members.
6) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2, 21, 16, 23, 24, 25, 26, 27,
28, 22, 19, 18, and 20.
7) This truss has been designed with ANSI/TPI 1 -1995 criteria.
8) For bracing specified, use MiTek Stabilizer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing
System Installation Guide. Cross bracing required at each end and at these spacings: Webs: 20 -0 -0; TC: Inst. 20 -0 -0; BC: Inst.
20 -0 -0.
9) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking.
LOAD CASE(S) Standard
g
•
Job Truss Truss Type Qty - I Ply Ice Pond 5 8 25
LOT5-25 T1 ROOF TRUSS 1 12 I 1
- — -- 1(optional)
I Western Mass Truss, Westfield, MA. 01085 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Oct 15 11:46:00 2003 Page 1
-tt 0-0 7 -10_12 � _ 15-5 0 - _ __ +— - - 23 1- 4_ -- - _ — __ F 31-0 -0 32 -0,0
1 -0 -0 7 -10 -12 7 -7 -4 7 -7 -4 7 -10 -12 1 -0 -0
Scale = 1:85.2
7x6 ;,
5
9.00 12 «.
5x7 /
4 5x7
4
'w1 � W4/ 7
3 7 ! 74
__ 1
' i V. /: \ //
' a .o
�g / aI Ili - �
87 �
t j
7x10 .I 7x20
13 14 12 15 11 16 10 17 18
. 5x5 4x4 == 3x10 M 4 = 5x5
5x5 ':. 5x5
10 -5 -3 20 -6 -13 31 -0 -0
10 -5 -3 10 -1 -11 10 -5 -3
Plate Offsets (X,Y): [2:Edce,0- 7 -10], [4:0- 3- 8,0 -3 -4], [5:0- 2- 10,Edge], [6:0- 3- 8,0 -3 -4], [8 :0 -0_0 0 -7 -10]
i LOADINQpsf) SPACING 2 -0 -0 CSI DEFL in (lac) I /defl PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.97 Vert(LL) - 0.3810 -12 >990 MII20 197/144
,TCDL 10.0 Lumber Increase 1.15 I BC 1.00 Vert(TL) - 0.5310 -12 >701 MII2OH 148/108
BCLL 0.0 * Rep Stress Incr YES WB 0.48 Horz(TL) 0.08 8 n/a
BCDL 10.0 Code BOCA /ANSI95 (Matrix) 1st LC LL Min I /deft = 360 Weight: 151 lb
ILUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD
BOT CHORD 2 X 4 SPF 1650F 1.5E Installation 1 Stabilizer(s) at 6 -1 -8 oc.
j WEBS 2 X 4 SPF No.2 Permanent Sheathed.
SLIDER Left 2 X 8 SPF No.2 4 -9 -6, Right 2 X 8 SPF No.2 4 -9 -6 BOT CHORD
I
Installation 1 Stabilizer(s) at 10 -0 -0 oc.
Permanent Rigid ceiling directly applied or 10 -0 -0 oc bracing.
WEBS 1 row(s) of 1 Stabilizer(s) at 1/2 pts.5 -12, 5 -10
REACTIONBIb /size) 2= 2118/0 -5 -8, 8= 2118/0 -5 -8
• Max Horz 2= 335(load case 3)
Max Uplift2=- 317(load case 4), 8=- 317(load case 5)
I FORCES(Ib) - First Load Case Only
TOP CHORD 1 -2 =7, 2 -3= -2621, 3 -4= -2267, 4 -5= -2348, 5 -6= -2348, 6 -7= -2267, 7 -8= -2620, 8 -9 =7
BOT CHORD 2 -13 =1905, 13 -14 =1905, 12 -14 =1905, 12 -15 =1343, 11 -15 =1343, 11 -16 =1343, 10 -16 =1343, 10 -17 =1905,
17 -18= 1905, 8 -18 =1905
WEBS 4 -12 =-485, 5 -12 =998, 5 -10 =998, 6- 10 = -485
(NOTES
1) This truss has been checked for unbalanced loading conditions.
; 2) This truss has been designed for the wind Toads generated by 100 mph winds at 25 ft above ground level, using 4.0 psf top
, chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 1
enclosed building, with exposure 13 ASCE 7 -98 per BOCA /ANSI95 If end verticals or cantilevers exist, they are exposed to wind.
If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) All plates are MII20 plates unless otherwise indicated.
4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greater than 3 -6 -0
between the bottom chord and any other members.
5) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at it(s) 2 and 8.
6) This truss has been designed with ANSI/TPI 1 -1995 criteria.
17) For bracing specified, use MiTek Stabilizer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing
System Installation Guide. Cross bracing required at each end and at these spacings: Webs: 20 -0 -0; TC: Inst. 20 -0 -0; BC: Inst.
20 -0 -0.
. , 8) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking.
LOAD CASE(S) Standard
,
•
1)13 Truss Truss Type Qty TPIy Ice Pond 5 & 25
'LOTS -25 T2 R.00F TRUSS 8 1
I _ _ _1 (o
1 d O 4600 2003 P
Western Mass Truss, Westfield, MA. 01085 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wect 15 11::age 1
1
- 1 1_0_0 6 -1 -12 I 12 -0 -0 i 17 -10 -4 } 24 -0 -0 _ 2
1 -0 -0 6 -1 -12 5 -10 -4 5 -10 -4 6 -1 -12 1 -0 -0
Stale: 3/16'x1'
5x5 -_
5
12
\\
5x5 •"..- iZ / ��
5x5
,77
A 9.00
WY. W3 6
\ \
3 W1 %\ \ V r/
/, � 1 N
o - 7 7 /� , r
"
-�.� 5x5 �i ` 5x5 �
5x12 II 12 13 11 14 15 10 16 17 5x12 7
5x5 i 3x4 == 5x7 = 5x5 O
I 8 -1 -3 I 15 -10 -13 24 -0 -0
8 -1 -3 7 -9 -11 8 -1 -3
Plate Offsets (X,Y): [2:0- 0- 13,Edge], [4:0- 2- 8,0 -3-4], [6:0- 2- 8,0 -3-4], [8:0- 0- 13,Edge], [10:0 -2- 12,0 -3 -4]
LOADING(psf) SPACING 2-0 -0 CSI DEFL in (loc) I /defl PLATES GRIP
TCLL 35.0 Plates Increase 1.15 TC 0.55 Vert(LL) - 0.1910 -11 >999 MII20 197/144
TCDL 10.0 Lumber Increase 1.15 BC 0.71 Vert(TL) - 0.2610 -11 >999
BCLL 0.0 * Rep Stress Incr YES WB 0.43 Horz(TL) 0.05 8 n/a
BCDL 10.0 Code BOCA /ANSI95 (Matrix) 1st LC LL Min I /defl = 360 Weight: 118 lb
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 • TOP CHORD
BOT CHORD 2 X 4 SPF No.2 Installation 1 Stabilizer(s) at 7 -0 -0 oc.
WEBS 2 X 4 SPF No.2 Permanent Sheathed or 4 -0 -9 oc purlins.
SLIDER Left 2 X 8 SPF No.2 3 -8-4, Right 2 X 8 SPF No.2 3 -8-4 BOT CHORD
Installation 1 Stabilizer(s) at 11 -6 -0 oc.
Permanent Rigid ceiling directly applied or 10 -0 -0 oc bracing.
REACTIONBIb /size) 2= 1595/0 -5 -8, 8= 1595/0 -5 -8
Max Horz 2=- 264(load case 2)
. Max Uplift2=- 256(Ioad case 4), 8=- 256(load case 5)
FORCES(Ib) - First Load Case Only
TOP CHORD 1 -2 =7, 2 -3= -1928, 3-4= -1786, 4 -5= -1695, 5 -6= -1695, 6 -7= -1786, 7 -8= -1928, 8 -9 =7
BOT CHORD 2 -12 =1364, 12 -13 =1364, 11 -13 =1364, 11 -14 =985, 14 -15 =985, 10 -15 =985, 10 -16 =1364, 16 -17 =1364, 8 -17 =1364
WEBS 4-11=-336, 5-11=684, 5-10=684, 6-10=-336
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 4.0 psf top
chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I
enclosed building, with exposure B ASCE 7 -98 per BOCA /ANSI95 If end verticals or cantilevers exist, they are exposed to wind.
If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33
3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3 -6 -0
between the bottom chord and any other members.
4) One HCDP Hughes connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 8.
5) This truss has been designed with ANSI/TPI 1 -1995 criteria.
6) For bracing specified, use MiTek Stabilizer(tm) Truss Bracing System (or Equivalent), attached per The Stabilizer Truss Bracing
System Installation Guide. Cross bracing required at each end and at these spacings: TC: Inst. 20 -0 -0; BC: Inst. 20 -0 -0.
7) Where diaphragm blocking is required at pitch breaks, Stabilizers may be replaced with wood blocking.
LOAD CASE(S) Standard
•
•
9 -8 -'d ii. SIC -0`Q Zi - ... _
7
1��� - -I . ems®
A I r I - z& I I'
W 1 1 1 1 1 ' 1 1 \ 1 1 i ■
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I:eeyocam� Version 4 1 Wrightleel'ondLot5 - Level 8 10/08/03 ,
�°- 12:17pm
�\ — ftN t �,r-'c II of 11
Member Data t 4';` Vk sly' L/1V CM T2■1
Description: G3 Member Type: Girder Application: Floor
Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: Other
Live Load: 0 plf Deflection Criteria: L/360 live, U240 total 1.500" max. LL
Dead Load: 0 plf Deck Connection: Glued & Nailed Member Weight: 4.3 plf
DOL: 100% Filename :
Non - standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(plf) 0' .00" 1' 1.00" 162. 41. 100%
Replacement Uniform(plf) 1' 1.00" 6' .50" 162. 41. 100%
1
/ 6 0 8 /
/ 6 0 8 /
Bearings and Reactions
Input Minimum Worst Case
Location Type Width Length Total 100% Dead Total
1 0' .00" Wall N/A 1.50" 547# 427# 120# 547#
2 5' 3.25" Wall N/A 1.50" 547# 427# 120# 547#
Design spans
5' 3.25"
Product: 9 1/2" 2.0E G -P LAM LVL 1 ply I
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 720.'# 6416.'# 11% 2.64' Total load 100%
Shear 382.# 3159.# 12% 4.48' Total load 100%
LL Deflection .0113" .1757" L/999+ 2.64' Total load 100%
TL Deflection .0144" .2635" L/999+ 2.64' Total load 100%
Control: Shear
•
All product names are trademarks of their respective owners
Copyright (C)1989 -2002 by Keymark Enterpnses, Inc. ALL RIGHTS RESERVED.
•
r a�� ® Version 4 17 WrighticePondLot5 - Level 8 10/08/03
12:17pm
�4 'D iN r ��'�`� 9of11
I _
Member Data ( (0 ' ;� 1 ;�U t- '[NIN
Description: G1 Member Type: Girder Application: Floor
Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: Other
Live Load: 0 plf Deflection Criteria: L/360 live, L/240 total 1.500" max. LL
Dead Load: 0 plf Deck Connection: Glued & Nailed Member Weight: 8.7 plf
DOL: 100% Filename :
Non - standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(plf) 0' .00" 10" 8.00" 241. 60. 100%
Replacement Uniform(plf) 0' .00" 10' 8.00" 261. 65. 100%
/ 10 8 0 /
/ 10 8 0 /
Bearings and Reactions
Input Minimum Worst Case
Location Type Width Length Total 100% Dead Total
1 0' .00" Wall N/A 1.50" 3069# 2421# 649# 3069#
2 9' 7.50" Wall N/A 1.50" 3069# 2421# 649# 3069#
Design spans
9' 7.50"
Product: 9 1/2" 2.0E G —P LAM LVL 2 ply
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 7385.'# 12832.'# 57% 4.81' Total load 100%
Shear 2564.# 6318.# 40% .01' Total load 100%
LL Deflection .1942" .3208" L/594 4.81' Total load 100%
TL Deflection .2462" .4812" L/469 4.81' Total load 100%
Control: LL Deflection
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
All product names are trademarks of their respective owners
Copynght (C)1989 -2002 by Keymark Enterpnses, Inc. ALL RIGHTS RESERVED.
liy
'Krykieam49 Version 4.n • • WrighticePondLot5 - Level 8 10/08/03
` y�
✓ '\ 3 1 E ? 1 j� . _ , , . "- i�' �yti•/1 t�lb 12:17pm
G l IOof11
Member Data
Q . `*1 �i .c S11` Of e l t t•
Description: G2 Member Type: Girder Application: Floor
Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: Other
Live Load: 0 plf Deflection Criteria: L/360 live, L/240 total 1.500" max. LL
Dead Load: 0 plf Deck Connection: Glued & Nailed Member Weight: 8.7 plf
DOL: 100% Filename :
Non - standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(plf) 0' .00" 4'11.50" 162. 41. 100%
Replacement Uniform(plf) 0' .00" 4'11.50" 261. 65. 100%
/ 411 8 /
/ 411 8 /
Bearings and Reactions
Input Minimum Worst Case
Location Type Width Length Total 100% Dead Total
1 0' .00" Wall N/A 1.50" 1055# 831# 225# 1055#
2 3'11.00" Wall N/A 1.50" 1055# 831# 225# 1055#
Design spans
3'11.00"
Product: 9 1/2" 2.0E G —P LAM LVL 2 ply I
r , .
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1033.'# 12832.'# 8% 1.96' Total load 100%
Shear 628.# 6318.# 9% .01' Total Toad 100%
LL Deflection .0045" .1306" L/999+ 1.96' Total load 100%
TL Deflection .0057" .1958" L/999+ 1.96' Total load 100%
Control: Shear
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
•
All product names are trademarks of their respective owners
Copynght (C)1989.2002 by Keymark Enterprises. Inc. ALL RIGHTS RESERVED.
' ttik
KeyRea,n® Version 4.17 WrighticePondLot5 - Level 6 10/08/03
��7 #3_ -- 1? (Kt 1�� c' 12- 12:18pm
5of6
r
Member Data .. "llt�'l=% 6 G 1"�- a i; 1 N t? ` 1 M 1
Description: G2 Member Type: Girder Application: Floor
Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: Other
Live Load: 0 plf Deflection Criteria: L/360 live, U240 total 1.500" max. LL
Dead Load: 0 plf Deck Connection: Glued & Nailed Member Weight: 4.3 plf
DOL: 100% Filename :
Non - standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(plf) 0' .00" 4' .00" 162. 41. 100%
Point over brg(Ibs) 3' 9.25" 490. 165. 100%
/ 4 0 0 /
/ 4 0 0 /
Bearings and Reactions
Input Minimum Worst Case
Location Type Width Length Total 100% Dead Total
1 0' .00" Wall N/A 1.50" 335# 262# 74# 335#
2 3' 2.75" Wall N/A 1.50" 990# 752# 238# 990#
Design spans
3'2/5"
Product: 9 1/2" 2.0E G -P LAM LVL 1 ply
NOTE: Pass -thru framing is required at point loads over bearings.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 270.'# 6416.'# 4% 1.61' Total load 100%
Shear 171.# 3159.# 5% .01' Total load 100%
LL Deflection .0016" .1076" L/999+ 1.61' Total load 100%
TL Deflection .0020" .1615" L/999+ 1.61' Total load 100%
Control: Shear
Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table
All product names are trademarks of their respective owners
Copynght (C)1989 -2002 by Keymark Enterprises, Inc. ALL RIGHTS RESERVED
" ym k
Keyl3eamiW Version 4.17 . WrighticePondLot5 - Level 6 10/08/03
c� YY , r j- 12:18pm
Member Data L � ,�-- `{ f C i
Description: B1 Member Type: Beam Application: Floor
Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: Other
Live Load: 0 plf Deflection Criteria: L/360 live, L/240 total 1.500" max. LL
Dead Load: 0 plf Deck Connection: Glued & Nailed Member Weight: 8.7 plf
DOL: 100% Filename :
Non - standard Loads
Type Trib. Live Dead
(Description) Begin End Width Start End Start End DOL
Replacement Uniform(plf) 0' .00" 11' .63" 241. 60. 100%
Replacement Uniform(plf) 0' .00" 11' .63" 261. 65. 100%
Replacement Uniform(plf) 11' .63" 17'11.13" 493. 152. 100%
Replacement Uniform(plf) 11' .63" 17'11.13" 513. 157. 100%
Replacement Uniform(plf) 17'11.13" 25 11.13" 374. 122. 100%
Replacement Uniform(plf) 17'11.13" 27' .13" 473. 147. 100%
Replacement Uniform(plf) 2511.13" 27' .13" 374. 122. 100%
Replacement Uniform(plf) 27' .13" 27'11.63" 162. 41. 100%
Replacement Uniform(plf) 27' .13" 32' 4.25" 261. 65. 100%
Replacement Uniform(plf) 27'11.63" 32' 4.25" 162. 41. 100%
Point(lbs) 0' 7.38" 2682. 745. 100%
Point(lbs) 11' .63" 2682. 745. 100%
Point(lbs) 27' .13" 1051. 297. 100%
Point over brg(Ibs) 32' 1.50" 1051. 297. 100%
r
/ 8 7 6 / 7 612- / r 7 612 / 8 7 6 /
/ 32 4 4 /
Bearings and Reactions
Input Minimum - Worst Case
Location Type Width Length Total 100% Dead Total
1 0' .00" Wall N/A 2.10" 5040# 4448# 1079# 5526#
2 8' 2.75" Wall N/A 3.88" 9675# 8087# 2111# 10198#
3 15' 9.50" Wall N/A 4.41" 10255# 9109# 2470# 11578#
4 23' 4.25" Wall N/A 4.00" 9725# 8164# 2335# 10498#
5 31' 7.00" Wall N/A 1.50" 3648# 3152# 797# 3949#
Design spans
8' 2.75" 7' 6.75" 7' 6.75" 8' 2.75"
Product: 9 1/2" 2.0E G -P LAM LVL 2 ply
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 7652.'# 12832.'# 59% 11.63' Even Spans 100%
, Negative Moment 8325.'# 12832.'# 64% 15.79' Adjacent 2 100%
Shear 5979.# 6318.# 94% 8.24' Adjacent 1 100%
LL Deflection .1136" .2521" L/798 12.01' Even Spans 100%
TL Deflection .1330" .3781" L/682 12.01' Even Spans 100%
Control: Shear
Manufacturer's installation guide MUST be consulted for multi -ply connection details and alternatives
AU product names are trademarks of their respective owners
Copynght (C)1989 -2002 by Keymark Enterprises. Inc. ALL RIGHTS RESERVED.
K ymark
1 ►
1 • 1 WILLIAM A.
1 • ` 1
-
�� - SUMP PUMP DRAIN OUTLET.W/ SCREEN CAP 1
�-- ' ANCHOR PIPE WITH 12' DIA. STONES I CANON
Q LION
*�, W. 252.50 0 EXIST. GRADE I
it*
1
\}s PROVIDE 1' MIN COVER OVER PIPE
tANCSCAPE ENVIRONMENTAL. O ARCNrTEru
CRE
W r , 1 COMMUNITY PLANNING
• I 1 Y
O O O
731 t I— 15/1 NORTHAMPTON STREET
EASTHAMPTON. MA 01027
EEL 4 1 3•e 2 7•ss 7 s
I I FAX 41 7.027•113 II 11
1 Illte.01. =II— ° t TAPC6CAPE ARCHTECT
RIV
25300 ----- - - -- --
I REV. 251.03 11 �,
Lm 5 ` I
P OT 5 110.10,812 Sr.
I 1 SLIP PULP LIT
1
IQ I BOTTOM LEV 0 250.00 � Y
e PERF ITC. I - .....2 ' __ I
DRAM SUMP I -- _ - - - - - - � __- - - -_ _- ■
"SU PUIP EFT 1 -255 !1:i
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________________ �_ __
• �' q . 2e0.00 _ _ Ntsl7 ittiT - - - - - — PROJECT NO. 6510- 03.0517
. (ra ert. ow. . I CID RE
O4M 7003
. cr6 twl /Of.. I M Mom A Colon
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SHEET MI
st cac OS c 49 - tee. PVC sNL S _ ICE POND LANE POOTI IODRMN
I — _11. — CONNECTIONS sMll N LOT S
01 251/50
+a NORTH s ! t C 5
SITE PLAN SK -2
1 = 20' 0 10' 15' 20'
��.
SHEET Ha 2 OF 6
t ■
WILLIAM A.
I • ` 1
I \\
av -- --------------
�� SUYP PU MP DRAIN O SCREEN CAP I
- -- ANCHOR PIPE WITH 12' DUB STONES I
CANON
`„ INV. 252.50 0 EXIST. RADE I LANDSCAPE ARCHITECTURE
G
PROVIDE 1' YIN COVER OVER PIPE
ENWRONMENTAL DESIGN
• $ g, COMMUNITY PLANNING
ii
c• O O O
^ 251 I ^ 158 NORTHAMPTON STREET
EASTHMIPTON MA 01027
TO- 413.627.6535
'
1
1
TAX. s 13.527.6356
OFFICIOCA6O61►.COr
RIV 1 •ootapl - lND6CAPE ARCtitECf
vim 233 e1-v 250.50 I Lam I ELEV. 251.00 s I
I LOT
PARCEL PREM10Al2 u. \
1 1IOI .1
P. I - - —�- - _ _ I - BOTTOM ELEV. 0 250.00J I.
4* _ ■
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tle IV61 IOC.. I g' d e x A Caron
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PPE-C(1/3), , — �� �,,�„ _ ICE POND LANE
lc cci OS — — I — -____9,
floraac°notzs
sIR1 a
. R N v. N S Aova • NORTH $ �( l���a G
SITE PLAN SK -2
= 20' 0 10' 15' 20' .
SRO NO. 2 Of 6
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non - Circulating Runouts Circulating Mains and Runouts
Temperature (F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170 -180 0.5 1.0 1.5 2.0
140 -160 0.5 0.5 1.0 1.5
100 -130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range ( F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4"
Heating Systems
Low Pressure /Temperature 201 -250 1.0 1.5 1.5 2.0
Low Temperature 120 -200 0.5 1.0 1.0 1.5
Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant, 40 -55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
•
ontrols:
[ ] Thermostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
Heating and Cooling Equipment Sizing:
[ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as
specified in Sections 780CMR 1310 and J4.4.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non - depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] 1 HVAC piping conveying fluids above 120 ° F or chilled fluids below 55 ° F must be insulated to the
1 levels in Table 2.
,ter
[ ] 9. Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 10. Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 11. Window: Ice Pond F: Vinyl Frame, Double Pane with Low -E, U- factor: 0.340
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 12. Window: Ice Pond G: Vinyl Frame, Double Pane with Low -E, U- factor: 0.340
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
Doors:
[ ] 1. Front Door: Solid, U- factor: 0.150
Comments:
[ ] 2. Door to Garage: Solid, U- factor: 0.150
Comments:
[ ] 3. Slider: Glass, U- factor: 0.310
Comments:
Floors:
[ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R -28.0 cavity insulation
Comments:
Air Leakage:
[ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] When installed in the building envelope, recessed lighting fixtures
shall meet one of the following requirements:
1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture
and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space.
2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944
L /s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture
shall have been tested at 75 PA or 1.57 ]bs /ft2 pressure difference and shall be labeled.
Vapor Retarder:
[ ] Required on the warm -in- winter side of all non - vented framed ceilings, walls, and floors.
Materials Identification:
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R- values and glazing U- factors must be clearly marked on the building plans or specifications.
Duct Insulation:
[ ] Ducts shall be insulated per Table J4.4.7.1.
Duct Construction:
[ ] All accessible joints, seams, and connections of supply and return ductwork located outside
conditioned space, including stud bays or joist cavities /spaces used to transport air, shall be sealed
using mastic and fibrous backing tape installed according to the manufacturer's installation
instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature C
REScheck Inspection Checklist
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release lb
DATE: 10/20/03 •
TITLE: ICE POND Lot 5
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R -38.0 cavity insulation
Comments:
Above -Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation
Comments:
Basement Walls:
[ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0' bg/7.0' insul,
R -3.1 continuous insulation
Comments:
Windows:
[ ] 1. Window: Ice Pond A: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 2. Window: Ice Pond A: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 3. Window: Ice Pond A2: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type _ Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 4. Window: Ice Pond B: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type _ Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 5. Window: Ice Pond D: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 6. Window: Ice Pond D: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes _ Frame Type _ Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 7. Window: Ice Pond D: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes _ Frame Type _ Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 8. Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E, U- factor: 0.380
For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts
Energy Code requirements in RES checkVersion 3.5 Release lb (formerly MECchec/ and to comply with the mandatory
requirements listed in the RES checklnspection Checklist.
The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design
Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the
design load as specified in Sections 780CMR 1310 and J4.4.
10 C
Builder/Designer Date
Permit Number
REScheck Compliance Certificate Checked By/Date
Massachusetts Energy Code
REScheckSoftware Version 3.5 Release lb
Data filename: C:\Program Files \Check\REScheck\ICE POND Lot 5.rck
TITLE: ICE POND Lot 5
CITY: Northampton
STATE: Massachusetts
HDD: 6404
CONSTRUCTION TYPE: 1 or 2 Family, Detached
HEATING SYSTEM TYPE: Other (Non - Electric Resistance)
DATE: 10/20/03
COMPANY INFORMATION:
Wright Builders Inc.
COMPLIANCE: Passes
Maximum UA = 362
Your Home UA = 333
8.0% Better Than Code (UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R -Value R -Value U- Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 800 38.0 0.0 24
Wall 1: Wood Frame, 16" o.c. 2052 19.0 0.0 111
Window: Ice Pond A: Vinyl Frame, Double Pane with Low -E 8 0.380 3
Window: Ice Pond A: Vinyl Frame, Double Pane with Low -E 8 0.380 3
Window: Ice Pond A2: Vinyl Frame, Double Pane with Low -E 13 0.380 5
Window: Ice Pond B: Vinyl Frame, Double Pane with Low -E 13 0.380 5
Window: Ice Pond D: Vinyl Frame, Double Pane with Low -E 11 0.380 4
Window: Ice Pond D: Vinyl Frame, Double Pane with Low -E 11 0.380 4
Window: Ice Pond D: Vinyl Frame, Double Pane with Low -E 11 0.380 4
Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E 12 0.380 5
Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E 12 0.380 5
Window: Ice Pond E: Vinyl Frame, Double Pane with Low -E 12 0.380 5
Window: Ice Pond F: Vinyl Frame, Double Pane with Low -E 5 0.340 2
Window: Ice Pond G: Vinyl Frame, Double Pane with Low -E 10 0.340 3
Front Door: Solid 20 0.150 3
Door to Garage: Solid 20 0.150 3
Slider: Glass 40 0.310 12
Basement Wall 1: Solid Concrete or Masonry 912 0.0 3.1 105
Wall height: 8.0'
Depth below grade: 7.0'
Insulation depth: 7.0'
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 800 28.0 0.0 27
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,
I ' •
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Permit No. D20 - 04
Conditions: Driveway Permit
In lieu of plan approved by City Engineer
I agree to the following added conditions:
1. I will contact the Department of Public Works and have an inspector
check and approve the graded gravel base prior to paving to insure
compliance with slope and location;
2. I further agree that if in the inspections any of the permit conditions are
not met that I will at no expense to the City remove and replace the
driveway as directed by the City Engineer.
By: /-- c-,-j- . A I ,
Pet' ir,ner
Linda Gaudreau, W- ght Builders
413- 586 -8287
Note: The Public Works Department recommends that you provide a plan showing the
proposed driveway with grades and location in the future to avoid possible
expense which you will incur by not getting approval of actual plans in advance.
cc: Building Inspector
Permit No. D20 -04
CITY OF NORTHAMPTON, MA
DRIVEWAY PERMIT
Date: 10 -06 -03
FEE: $25.00 CHECK #: 016707
THE BOARD OF PUBLIC WORKS
The undersigned respectfully petitions your honorable body for:
Permission to install a driveway at 31 Ice Pond Drive
Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All
drainage shall be directed off the driveway surface to adjacent land and not on the existing
roadway. Driveway surface to be paved as soon as possible if the grade of the proposed
driveway exceeds 3 % or more. Homeowners will be held responsible for any cost to the City
of Northampton in the event of a washout of this driveway.
By:
Wright Builders, L 'da Gaudreau
48 Bates Street, Northampton, MA 01060
Telephone #: 413 - 586 -8287
Proposed Location
Inspected By: ( i0 /.2..1 1
Gravel Base Grade
Inspected By:
Final Approval
THE BOARD OF PUBLIC WORKS voted that petition be granted.
George Andrikidis
Director of Public Works
(SUBJECT TO ATTACHED CONDITION 1 & 2)
cc: Building Inspector
MUNICIPAL WATER AVAILABILITY APPLICATION
Northampton Water Department
237 Prospect St.
Northampton, MA 01060
587 -1098
A Department of Public Works Trench Permit shall be required
prior to any construction or connection activity associated with this application.
Location: 31 Ice Pond Drive
Inquiry Made By: Wright Builders 586 -8287
Date of Inquiry: October 16, 2003
Municipal Water Main in Front of Location: Yes X No
Size of Water Main: 8" Material: Ductile Iron Age: 2003
Approximate Street Pressure: 65 PSI
Size of Service Connection: 1"
Comments: The Water Department cannot guarantee adequate water pressure during peak
demand times at elevations above 320 feet. This subdivision was approved by the Northampton
Planning Board 02/13/03. It is the responsibility of the developer to provide the necessary
infrastructure as shown on the approved plans. The City of Northampton has not accepted
responsibility for maintenance of the water main and connections as of this date.
A corresponding "water entrance fee" shall be paid prior to making any connection to the
municipal water system. Arrangements of such installation shall be made with the Northampton
Water Department with a minimum of 5 working days notification. All work shall conform to
n Water Dep ent specifications.
.e I _
David W. Sparks,
Superintendent of Water
cc: Ned Huntley, Asst. City Engineer
Anthony Patillo, Building Inspector
. CZ.t tu4 a O
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INSPECTOR 212 Main Street Municipal Building
Northampton, Mass. 01060 �� I
Square Footage Amount
Easement @ 1 (p9, 10. >r
1st Floor @ , C. 0 — 7 (G 3c64
2nd Floor @ • .3 a30.4
1/2 Floors, Attic, Garage ,15
Deck, Perches .15 J (P(0
S X
TOTAL
. Lot
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EASttW/PTON. MA 01027
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CITY OF NORTHAMPTON BOARD OF PUBLIC WORKS
SANITARY SEWER FORCE MAIN POLICY
The purpose of this policy is to establish the guidelines, procedures, specifications and conditions
associated with sanitary sewer force mains that will become the responsibility of the Department
of Public Works (DPW). The following conditions shall apply:
1. All information associated with the entire force main system shall be submitted by the
applicant to the DPW for approval. The information shall include, but not be limited to,
technical specifications of every system component, capacity of system, operation of
valves, pumps and other controlling mechanisms, installation procedures and detailed
testing protocols.
2. If the force main system is part of a proposed subdivision, its installation and inspection
shall conform to the City' Subdivision Rules and Regulations in addition to the
conditions stated in this policy. In all other cases, its installation and inspection shall
conform to applicable Rules and Regulations of the DPW in addition to the conditions of
this policy.
3. Force main systems shall be designed so that individual pump chambers shall be located
outside the street layout. Curb stops and check valves shall be installed at the property
line.
4. No connection to the common force main system shall be allowed unless a "Municipal
Sewer Availability" and "Residential or Commercial Building Sewer Application" are
submitted and approved by the DPW. Attached to these documents shall be the
technical specifications, manufacturer's name, model and rated capacity of the proposed
pumping system.
5. Prior to the replacement or upgrade of any existing pumping system, the information
requested in Item 4 above must be submitted to the DPW for approval.
6. Pumping chambers on private property shall be accessible at all times. The DPW has the
right to enter said property at any time for the purpose of examining the pumping station
for compliance with the regulations stated in this policy. The DPW will not be
responsible for damage to any plantings or landscaping placed over or in close proximity
to the pumping chamber access.
7. A red light indicating system problems /failure shall be installed outside every structure
connected to the force main system. Said light shall be clearly visible from a vehicle
traveling on the adjacent roadway.
8. It is the responsibility of every owner of a property/structure that is connected to the
common force main to insure that all components of their service line are functioning
properly and in accordance with the approved submittals.
9. Any violation to this policy may cause the service line of the structure in question to be
shut -off at the curb stop. In addition, if the violation causes damages to either the
common force main or to adjacent structures connected to the system, the responsible
party shall bear the cost of all repairs and claims associated with said violation.
10. The DPW will become responsible only for the components of a sanitary force main
system located within the layout of a City accepted street. Acceptance of a street can
only be approved by the Northampton City Council.
Adopted by the Board of Public Works on May 14, 2003.
C:\Policies\SanitaryForceMainsApri12003
MUNICIPAL SEWER AVAILABILITY APPLICATION
Northampton Streets Department
125 Locust Street
Northampton, MA 01060
587 -1570
A Department .of Public Works Trench Permit shall be require
prior to any construction or connection activity associated with this application.
Location: 31 Ice Pond Drive
Inquiry Made By: Wright Builders 586 -8287
Date of Inquiry: October 16, 2003
Municipal Sewer Main in Front of Location: Yes X No
Municipal Storm Drain Available: Yes No
Size of Sewer Main: 8" Material: PVC Age: 2003
Depth of Sewer Main: 7, 4 ,
Size of Service Connection: 6"
Comments: "Ice Pond Drive" is a subdivision roadway that has been approved by the
Planning Board. Release of this "Municipal Sewer Availability Application" by the DPW is
contingent on the successful completion and approval of the sewer /water system as shown
on the approved construction plans. Failure to receive this approval will involve the
denial of occupancy permits by the Building Commissioner.
A corresponding "sewer entrance fee" shall be paid prior to making any connection to the
municipal sewer system. Arrangements of such installation shall be made with the Northampton
Streets Department with a minimum of 5 working days notification. All work shall conform to
Northampton Streets Department specifications.
Storm Drain Concurrence
Joseph Tomas � u erintendent Douglas McDonald, Enviromental Planner
P P g
Streets Department Engineering Department
cc: Ned Huntley, Asst. City Engineer
Anthony Patillo, Building Inspector
I SECTION 8 - CONSTRUCTION SERVICES
1 Licensed Construction Supervisor: ,I t p /, r1 � ,�.� Not Applicable
Name of License Holder: 4 t etC /f / / yvA ) et p 4 681(1 5
111 License Numb pr
¥ 6kS s N 6 e-m -kote iv � M q-- b ► o (o �f �l ��o of
Address �/ Expiration Date
Signatu Telephone
s, Y'4t1`l it >,; L 6 : . Not Applicable ❑
I i 1 pu i c,flE,Q -' l Ne • j b l 5
Company Name Registration Num er
t r , N b A-NV - rom Mk b 1 t b 6 I � a `f
Addr -ss —q Expiration Date
_ �r�� /!_ Telephone S 0 (' � a'g n
SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT, (M. G. L. c. 152, § 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit
will result in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes No ❑
•
The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families
and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts
as supervisor. CMR 780, Sixth Edition Section 108.3.5.1.
Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there
is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm
structures. A person who constructs more than one home in a two -year period shall not be considered a homeowner.
Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be
responsible for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to
Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned "homeowner" certifies and assumes responsibility for compliance with the State Building Code, City of
Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
,.
' 7CTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House )( Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑
Or Doors ❑
Accessory Bldg. ❑ Demolition❑ S e j ns i� ] V" Decks [ ] Siding L l Other L ]
Brief Description of Proposed Work: Nrw
($E w C i /
Alteration of existing bedroom Yes )( No Adding new bedroom Yes )( No
Attached Narrative ❑ Renovating unfinished basement Yes X No
Plans Attached Roll- Sheet 0
6a7 : f .. Vil i+ ° 5- iC•_'; lei;: of- ;A.'i <` - 81 -' C• il le :e ie''fo 17
a. Use of building : One Family >C Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms 3
c. Is there a garage attached?
d. Proposed Square footage of new construction. e 13-0 / Dimensions a S 3 Y
t x ,
e. Number of stories? I v v 0 �' , (° 1 k >17(1
f. Method of heating? PAT% am '- Fireplaces or Woodstoves NW" Number of each
g. Energy Conservation Compliance. _ Mascheck Energy Compliance form attached? tie
Type of construction 5 e
i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes x No
j. Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? x Yes No .
I. Septic Tank City Sewer )( Private well City water Supply
SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNERS CONTRACTOR APPLIES FOR BUILDING PERMIT I
I, ere3A - 4D5FeN tB ftts1 i-i-ju (.,�� as Owner of the subject property
hereby aut ize IN �'t �''r 6 (LbE? -e , iNc to act on
my behalf all a tiv o work authorized by this building permit application. //if. N Ag
(e__0/7_x,/c,,, Sign. of •wner Date
UV(24 1 F r 6' it/DeAs , INC- /Ail- � PI•c � , as Owner /Authorized Agent
hereby declare that the statements and information on th oregoing application are true and accurate, to the best of my
knowledge and belief.
Signed under the pains and penalties of perjury.
1 , '1 Agri
Print Na •
Alpo. `
Signature of Owner /Agent Date
f'•
Section 4.
ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE
DENIED DUE TO LACK OF INFORMATION
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size I f( S 1 SF 1 g/ a' SF 1 t WO
col Frontage
�6 '
Setbacks Front et ?1 1
Side L: R: L: •)-5 R: 1
Rear 60 I
Building Height 3
Bldg. Square Footage % [ 1 3 3 D J) . ,3 9a
Open Space Footage % 7'
(Lot area minus bldg & paved a 8 ' � ! y 8'61%
%
parking)
# of Parking Spaces
Fill:
(volume & Location)
A. Has a Special Permit /Variance /Finding ever been issued for /on the site?
NO DON'T KNOW YES
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO DON'T KNOW YES
IF YES: enter Book Page and /or Document #
B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW
YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained , Date Issued:
C. Do any signs exist on the property? YES NO l`,
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property ?YES
No
IF YES, describe size, type and location:
A. w 7FTWP:I ; r '
City of Northampton , � ; " ' *14 ';'. ' itz,Tireil,-mt;
Building Department . r• u££ e -e f �` f da p t `
212 Main Street - w Se: d ' a : y F y , ` � t
Room 100 Ve ' . ` %� ` � w _ iC 1
Northampton, MA 01060 7"�• St S S r' a ° � ` t;
�, s 4:.. ,y ¢ i'_
phone 413.587.1240 Fax 413.587.1272 P
rt ''' ;� ; ; ?` ; i i ,1.
" ... , a 'e "'ter y fi r 7
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILYDLLI G
SECTION 1- SITE INFORMATION
1.1 Property Address: � -- 1+- 1p y- This section tope. mpleted office
f pb kN
$1 ice (d Jt b -(vE m r„ t. , ,! Lo .-� � ,',4:,..." ni
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_,--',/,.v l t. bistrf4 , �, /, , CB Distri ,. i ... M .
SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record: - -t - cg 1- b S( (rA1.. t l l V(/ LW e 1 i.. i' ?rn�nunl h1 F 3u1 lc :�e 1''S
& ■ - oti '� _ ' » M A sr., S(AN9 ,
Name (P �� , / Current Mailing'oppr ss: / 3 7— 0 07 MA- O ` r1 OC „/ / �� gr i/L / // — Telephone '��' %
'
Sig •tune /
2.2 Authorized gent: .
WR - ice'r PO itit' - i -A-r PicM� -tM 'f$ 6 ST Nom N, Mk-
Name (Prin Current Mailing Address:
X .t 5$6 g -a()
Signat Telephone
SECTION 3 ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to be Offic Use Only
completed by permit applicant .
1. Building (a) Building Permit Fee
2. Electrical pD (b) Estimated Total Cost of
�, 1 Construction from (6)
3. Plumbing 7. - t P • Db Building Permit Fee
4. Mechanical (HVAC) VV �
5. Fire Protection \ .4 o' DD
6. Total = (1 + 2 + 3 + 4 + 5) `> 12 7' 3 Check Number / '75/ �, ”'
This Section For Official Use Only
Building Permit Numbe : ./ i ' d . Date Issued:
W
/O 401177,
Signature:
Building Commissioner /Inspector of Bu Date
•
File # BP- 2004 -0515
APPLICANT /CONTACT PERSON Wright Builders
ADDRESS/PHONE 48 Bates St (413) 586 -8287
PROPERTY LOCATION 31 ICE POND DRIVE - LOT #5
MAP 37 PARCEL 095 001 ZONE SR
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee Paid it 267 5 SSC
Tvpeof Construction: CONSTRUCT 2 STORY SFH W /ATT /GARAGE/PORCHES
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/ Statement or License 068��
3 sets of Plans /Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO ATION PRESENTED:
Approved Additional permits required (see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND /OR Special Permit With Site Plan
Major Project: Site Plan AND /OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received & Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health _ Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
P ermit from Elm Stree •mmission
i �r��
Signature of Building Official Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health, Conservation Commission, Department
of public works and other applicable permit granting authorities.
* Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of
Planning & Development for more information.
311 CE POND DRIVE - LOT; #5 BP- 2004 -0515
GIS #: : COMMONWEALTH OF MASSACHUSETTS
1VIapdit1oek: 37 -doss CITY OF NORTHAMPTON
Lot: -001 1WRiGHT it RS9N ONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: BUILDING PERMIT
Permit # BP- 2004 -0515
Project # JS -2004 -0729
Est. Cost: $123753.00
Fee: $855.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: 5B Contractor: License:
Use Group: R4 Wright Builders 068185
Lot Size(sq. ft.): Owner: Community Builders, Inc.
z °nine sx Applicant: Wright Builders
AT: 3:1 ICE PO 111'D DRIVE - LOT i+
Applicant Address: Phone: Insurance:
48 Bates St (413) 586 -8287 Workers Compensation
NORTHAMPTON MAO 1060 ISSUED ON:11/10/03 0:00:00
TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SFH
W /ATT /GARAGE /PORCHES
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: /hd Meter: �..
Footings:
Rough: 3 - V- i t Rough: ; / Z y 4 5 , p House # Foundation: c' 1 V - 3 - a 3
Driveway Final: N eLL S 01c 1 -I'd-OLJ
Final: '
OrY Final: / 741or
g ' ' " G t r Rough Frame: p K 3_ 3 a• o LAI -mow
7/2)/09 Alf
Gas: Fire Department Fireplace /Chimney:
I:o ugh: `4 T O ! r K _G - 0 q
Final: 6" -04 a Smo ke: f 7 —4—C2( Final: 0 fC - 3 a c:
1 -+ 17104 '' 2 1TORTHAMtP TO N UPON VIOLATION OF
ANY OF ITS RULES AND RE . ATIONS.
Certificate of Occupancy Signature:
FeeType: Receipt No: Date Paid: Check No: Amount:
Building 11/10/03 0:00:00 16751 $855.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Building Commissioner - Anthony Patillo
mo o¢: Z ° y —
; A a to of Norf}jampfi n m =* i
�3i 8 i iassxchusctte �- = " : �
.s- __[
m_,,..�4 ss /"
DEPARTMENT OF BUILDING INSPECTIONS ='3 -
INSPECTOR 212 Main Street ® Muuicipal,Building
Northampton, MA 01060
CERTIFICATE of OCCUPANCY and USE
This is to certify that permission is hereby granted under 780 CMR, sixth . edition of the
Massachusetts State Building Code, allowing the occupancy or use of the premises or
structure or part thereof located at
31 Ice Pond Drive — Lot #5 ,
as shown on the Assessors Pam 37 - - , Lot# 095-- - - ; — r - onc S R
in the City of Northampton, as herein specified:
CONSTRUCTION TYPE(780CMR 6) 5B
USE GROUP CLASSIFICATION (780 CMR 3 — R4
OCCUPANT LOAD PER FLOOR (780 CMR Table 1008.1.2 40 PSF
30 PSF
LIVE LOAD PER FLOOR (780 CMR Table 1606.1) 40 PSF
Under the following limitations, special stipulations, and /or conditions of the
permits: Special Permit
Issued this 30th day of September , 20 04
Certificate of Occupancy and Use # BP-2004- 0515 - '
_ Authorized Department Personnel
■
Electrical ( � /�
/ Elevator
Fire ,2 //27,t Plumbing t ` 1i-
Building ! Gas ' l/i . * , q-----1.1
Building Commissioner ..a
This certificate shall be posted by the owner, in a permanent manner and in a visible
location, on all floors designated as use group H, S, M, F, or B, and in every room where
practicable of use group A, I, R -1, or R -2 per requirement of 780 CMR section 120.5
Posting Structures.
,..
•
okys / /1 0-2 (Z l
//f/ 7N 7141(1
)/(2 W aaT E ---
31 ICE POND DRIVE - LOT #5 G ' ' "" ' " BP -2004 -0515
GIS #: _,
A f � v 13 2- COMMONWEALTH OF MASSACHUSETTS
Map:Block: 37 - 095 CITY OF NORTHAMPTON
t
Lot: -001 , i ` KIGH T iit.giP.FRS Ot' TRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: BUILDING PERMIT
Permit # BP- 2004 -0515
Project # JS- 2004 -0729
Est. Cost: $ 123753.00
Fee: $855.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: 5B Contractor: License:
Use Group: R4 Wright Builders 068185
Lot Size(sq. ft.): Owner: Community Builders, Inc.
Zoning: SR Applicant: Wright Builders
AT: 31 ICE POND DRIVE LOT i +..
Applicant Address: Phone: Insurance:
48 Bates St (413) 586 -8287 Workers Compensation
NORTHAMPTON MAO 1060 ISSUED ON :11/10/03 0:00:00
TO PERFORM THE FOLLOWING WORK :CONSTRUCT 2 STORY SFH
W /ATT /GARAGE /PORCHES
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: /t3ci/ay Meter:
Footings: Ok ! �. 3 ! - a 3 -���
Rough: , . 4.rj- C✓ Rough: 3 /2 F 4,, Alp House # Foundation:
Driveway Final: (0 L.2 5 O K 1- / a'0'1
Final: b , et 0- L2/ aeFinal: A1/4 71 1 14 1 / �
Ste,- QG(.t- , Rough Frame: p ff 3 - 3 d. 0 L1,1,,"
r ,V.S' 7/ , ti
Gas: Fire Department Fireplace /Chimney:
Rough: 3 -,^,. ,p. gi _ Insulation: P K _4 • 1"1. -n
Final: C.- (7 7(,k Smoke:1 7-4-0{ Final: 4 K 6 - 3 O" a 2 1 '
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy _ signature: :0„. �_
FeeType: Receipt No: Date Paid: Check No: Amount:
Building 11/10/03 0:00:00 16751 $855.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Building Commissioner - Anthony Patillo