49-023 (3) 664 PARK HILL RD BP- 2011 -0995
GIS #: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 49 - 023 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- 2011 -0995
Project # JS- 2011- 001621
Est. Cost: $8000.00
Fee: $192.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: Homeowner as Contractor
Lot Size(sq. ft.): 85334.04 Owner: EMERSON THOMAS A
Zoning: SR(100) / /WSP 11 Applicant: EMERSON THOMAS A
AT: 664 PARK HILL RD
Applicant Address: Phone: Insurance:
664 PARK HILL RD () 584 - 7551 ()
FLORENCEMA01062 ISSUED ON: 7/13/2011 0:00:00
TO PERFORM THE FOLLOWING WORK:CONSTRUCT 16 X 24 DET GARAGE W /STUDIO
SPACE ABOVE
POST THIS 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 # Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace /Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeType: Date Paid: Amount:
Building 7/13/2011 0:00:00 $192.00
212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272
Louis Hasbrouck — Building Commissioner
File # BP -201 1 -0995
APPLICANT /CONTACT PERSON EMERSON THOMAS A
ADDRESS /PHONE 664 PARK HILL RD FLORENCE () 584 -7551 0
PROPERTY LOCATION 664 PARK HILL RD
MAP 49 PARCEL 023 001 ZONE SR(100) / /WSP II
r% __: >�
THIS SECTION FOR OFFICIAL USE ONLY: ('
PERMIT APPLICATION CHECKLIST ��"
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Buildin_ Permit Filled out
Fee Paid
Typeof Construction: CONSTRUCT 16 X 24 DET GARAGE W /STUDIO SPACE ABOVE
New Construction
Non Structural interior renovations
Addition to Existin_ _
Accessory Structure
Building Plans Included:
Owner/ Statement or License
3 sets of Plans / Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
i`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
Permit from Elm Street Commission Permit DPW Storm Water Management
Demolition Delay
3
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.
June 8, 2011
Tom Emerson
664 Park Hill Road
Florence, MA 01062
Subject Property:
654 Park Hill Road
Florence, MA 01062
Mr. Emerson,
The plans for the garage/studio dated 4'26'1I require additional information as noted;
l, Due to none prescriptive framing methods the plans require a registered design
professional's signature.
2. Stairs with winders must have a minimum 3" tread at the narrow end. R311.7.4.2
- Charles Miller
Assistant Commissioner of Buildings
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U.. l : R ,_ bepartr ent Use pr►1y
City of Northampton St�t�sr � � �f s f ,
Building Department �#E 7� UTIP era; Permit ' ` . ' r` ,
tolli .ra "w -5VP. a '„. s 7
212 Main Street �tcuat(bil
Room 100 ta e r 1 f/U el l Av ' f * /% :;`0A","1,-`t, h
F ! x mosa or tham p ton, MA 01060 T e s f Struc tral flans
wan° phone 413- 587 -1240 Fax 413- 587 -1272 P1ouSite Pians , r�� v
O t h er SPesr
APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 - SITE INFORMATION
1.1 Property Address: This section to be completed by office
(Oht1 P' k I ti Ka ex-r• M ap Lot Un
Zone; Overlay District
Etrii St. District CB District
SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT
2.1 Owner of Record:
`T�° eivl 0 6, eif firtrk ii7li E
Name (Print) Current Mailing Address:
Telephone
Signature
2.2 Authorized Agent:
Name (Print) Current Mailing Address:
Signature Telephone
SECTION 3 ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost (Dollars) to be Official Use Only
completed by permit applicant
1. Building ‘ ,6"
2. Electrical 8 (b) Estimated Total Cost of
1) 612 ,_ Construction from (6)
3. Plumbing Building Permit Fee
NI
4. Mechanical (HVAC) Are
5. Fire Protection .5' ®O:',
6. Total= (1 +2 +3 +4 +5) gi 6c0," Check Number , , . " ., .° :', „l,
This Section For Official Use Only
Date
Building Permit Number: Issued:
Signature:
Building Commissioner /Inspector of Buildings Date
G
4:" 4
F
Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
FACt5 Le r Building Department
' Lot Size . 6 54 1 I
_ _
Frontage L____5.2_ f
i 1 s 2 t ,
i ______
Setbacks Front
Side L : 1 — 5 ° i R :1 9 L:2011 R:L T ----- 1 ; —
Rear ETC
_
Building Height
[141 r--
DK]
Bldg. Square Footage Ube 1 [ 1 % Wi gni ! ,
Open Space Footage % _ ,
2
1 v. ii i 134 , bh„ ,
(Lot area minus bldg & paved i _ : 4 L.,...
parking)
# of Parlcing Spaces —$1_1 Ei
Fill: i
(volume & Location) 0
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO j DONT KNOW 0 YES Sce s I
1 44-4-6 enties,e4
IF YES, date issued::
!
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DONT KNOW 0 YES 0
1 1
IF YES: enter Book 1
__I Page; and/or Document if:
i ,.._
4. ,:tiA -WM.! 14.01-rvt
B. Does the site contain a brook, body of water or wetlands? NO .., DONT KNOW YES
Sireetav1/4 iCtl
IF YES, has a permit been or need to be obtained from the Conservation Commission? &JAI
Needs to be obtained
Obtained
0 , Date Issued: ; 1
, Seel) i itrt i
0
WO flev....., rvitockers
C. Do any signs exist on the property? YES
0 NO Siiii ;. VA 4 d
IF YES, describe size, type and location: 1 i
1._
D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 0
1 ;
IF YES, describe size, type and location: 1
E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 NO i o q,
i4oh.4.4,,
IF YES, then a Northampton Storm Water Management Permit from the DPW is required. to0
1V1
1 „,...----
M aiik-ii -i l f 91 4-
Vs 33i h
— 1 04 a q / / treili
"1160 Si. I C79- 0- PkiNi ' R' '
i
V 3V-r = 9$°, A
SECTION' 5- DESCRIPTION OF PROPOSED WORK (check all applicable)
New House ® Addition ® Replacement Windows Alteration(s) n Roofing n
Or Doors
Accessory Bldg. Demolition ❑ New Signs [D] Decks [[] Siding [D] Other [D]
Brief Description of Proposed 1
Work: lai,a.a 1d L Cita, w r rya f t1@Y j� °° ag'�°►at�a O p'1 C -� �* Alteration of existing bedroom Yes Adding new bedroom Yes No ,
Attached Narrative Renovating unfinished basement Yes (g)
Plans Attached Roll - Sheet
s , if New S S •
a. of building : One Family Two Family Other
eftc-Iosfid. „v-
b. Numbe of rooms in each family unit: Number of Bathrooms
c. Is there a ga -.e attached?
d. Proposed Square • otage 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 • ade
k. Will building conform to the Building and Zoning regul- 'ons? Yes No .
L Septic Tank City Sewer Private well City water Supply
SECTION Ta'- OWNER AUTHORIZATION - TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLES FOR BUILDING PERMIT
as Owner of the subject
property
hereby authorize 6 8z1r
to act on my behalf, in all matters relative to work authorized by this building permit application.
Signature of Owner Date
•: Owner uthorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate, to th • _ - • my knowledge
and belief.
Signed under the pains and penalties of perjury.
Print Name
5
Signature of Owner/Agent dAgent ` `
• Date
SECTION 8 - CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder :
License Number
Address Expiration Date
Signature Telephone
9..Registereit Home;lrriprov nreritCoi ractor, Ott, y; . Not Applicable ❑
Company Name Registration Number
Address Expiration Date
Telephone
SECTION 10- WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6))
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
X11. . home ;(Iwrier giempti°on
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 IP "
e i a
HOME OWNER EXEMPTION ACKNOWLEDGEMENT
The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to
act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s)
who owns a parcel on which he/she resides or intends 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
home owner."
The building department for the City of Northampton wants person(s) who seek to use
the home owner exemption, act as their own 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 backfdl),
sonotube holesjbefore 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
{
1, d,,. 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 tome:
Date S --Ltd
Address of work
location 66q-, P,t k
45-&i(..( ARC- d t00Z.,
. ,
. .
.N, The Commonwealth ofMassachusetts
......-- Department of Industrial Aecidents
pi, , 1
g ,....,tivi....., ...t: ' Office of Investigationg . .
600 Washington Street
,—... 7 .....
Boston, MA 02111
. ,
wvw.mass.gov/dia
-5
.-.
-Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers .. .
A I slicant Information . Please Print Legibly -'
..:.-
Name 03usinesS/Organfzation/Individna 0: / ip9,-, 6:em....44-orQ , ..
.., .
Address: (c) tog f 2 1 . i k 14-4 /2I I ek-r
City/State/Zip: r ii-- orem-ct, - ill of 6 le 6i Phon.e.#: SW ( 1 — ? 4c,..alt '4 23o —860 i
Are you an employer? Check the appropriatehox: • -Type of project (required): I
1.0 I am a employer with 4. 0 I am a general contractor and I
6. ONew constructi on 804reeje
have hired the sub-contractors
employees (fall and/or part-time).*
listed on theattached sheet. 7. 0 Remodelinf,r
2. D I am a sole proprietor orpartner-
These sub-contractors have. ship and ba.ve i .
ioloyee. s.. .8. D Demolition "
working for me in any capacity. el-MgO-Ye__e.4-_,.Pd_b4.4ve workers' . 9 ••_ EIBliilit _*
. on
[No WOdeelS comp. insurance- * - coralx-io•trumze-t: - . ______ -
y requirecti ' • - 5. 0 We are a corporation and its 10.0 - Electrical repairs or additions
3. I am a homeowner doing all work Officer have frxemisecl their 11.0 Plunibing repairs or additions
myself [No workers' comp. • right of exemption per MGL
12 0 knof repairs
c,, 152, §1(4), and we have no ,
insurance required.] t • -
employees: [No wolicers' • - -P-L-1 Other r .
, . .
, .
comp. insurance reqUired.j. - * • • -
*Any applicant that checks box #1: must also fill out the section below showing their compensation policy infoortatien.
t Homeowneri who submit this affidavit ir4dating they are doing all work and then hire outside contraetori roust submit anew affidavit indicatin' g .9 irh
1 Contractors that check this box must attached an additional sheet showing the name of the stticonttactors and state whether .or notthose- entities have
eMployees lithe sUb-contractorshaie employees; they must provide their waters comp. poEcy number.
tam an employer that is providing workers' compensation Insurance for my employees. Below is the policy rind job site
information. • .
. .
Insurance Company Name: . . ,
• -
Policy # or Self-ins. Lic. #: . Expiration Date: - ' - • -
. . .
Job Site Address: : • • ' * . City/St*/74:: - • . -,- • - .
Attach a copy of the workers' compensation p01icY declaration p4ge*(sholving the policy nu mber anclevirition date).
. -
Failure to secure coverage as reqiiiredini 152Ciii lead to the iiiipOiltibli of Ciiininal Penalties of a
fine up to S1,500.00 and/or one-year iimplisonme as well as civil 'penalties in the form 9f a STOP WOPX-ORDER and a -Frnf.
of up to S250.00 a day against the violator Be advised tbat a copy: of this statement may be forwarded to the Offfce i of
ruVesti th DIA fo c&iinia.i'Pii Pr Plit - .. -. - - - 7 -- • - - - -- '7_ s —,—
forto Ifer-eiFee' iz ihe i iiir;•rzzirl PenTriid.;oip e:ij ray 'thin' the in:forniatiOnirriivirV . : ; .e_riti - 7 — z . ze:rorr:..ect.L.±: :. _i
•
S . ignature: ' - : - Pate: • - '
. --
, • -
. . . .
Phone #: " ,
- °irking use only. Do not write in this rirea, to be completed by city& thiOnbfficir : , .
' City or Town: Pernait/Llcense #
. Issuing Authority (circle one): ". ' .
• -
1. Board of Health 2. Building Department 3. City/Town Clerk 4. ElectricalInspector 5. Plumbing Inspector
6. Other n
Contact Person:
. 1
1
, .
Phone #: E-- . . .
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July 13, 2011
Tom Emerson
664 Park Hill Road
Florence, MA 01062
Subject Property:
664 Park Hill Road
Florence, MA 01062
Mr. Emerson,
The plans for the garage /studio dated 4- 26 -11, revised 7 -12 -11 are approved as noted;
1. Structure must conform to 780 CMR 8 th addition 1 and 2 family building codes,
2. If the Studio is to be heated then, energy components must meet stretch energy code
requirements. (appendix 115AA) A HERS rating is not required, but the prescriptive
requirements must be followed.
3. There must be a continuous air barrier on exterior walls before fixture installation,
4. Note additional anchor bolts may be required to meet braced wall requirements plan
ahead.
5. Stairs must meet code requirements for depth, rise, and a minimum 3" tread at the
narrow end. R ). 7.4.2
6
Charles Miller
Assistant Commissioner of Buildings
/I /Crneredito
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From: Truss Engineering Corporation To: JOE Page: 2/5 Date: 7/6/2011 10:10:00 AM
CONTRACTOR QUOTE PRINTED ON: 07/06111 PAGE 1
QUOTE # Q1107041
DATE QUOTED:07 /06/11
I a T - �
1 l _ = 181 GOODWIN ST VALID UNTIL: 08/03111
ENGINEERING
COR. • Km PO BOX 51027 Job: TOM EMERSON
_ INDIAN ORCHARD, MA 01151
MANUFACTURERS OF ROOF & FLOOR TRUSSES
Phone (413) 543.1298 Fax (413) 543 -1847 Toll Free (800) 458.0187 FLORENCE MA
,
Quote To: Fleury Lumber Company
231 Main Street Requested By: JOE
Easthampton, MA 01027
Attn: JOE Quoted By: Brian Tetreault
Phone: (413) 527 -2693
ROOF TRUSSES LOADING rCLL- TCOL-BCL.eCOt STRESS INCR. / ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUT / /
INFORMATION 40.0,10.0,0.0,10.0 1.15
PROFILE QTY PITCH TYPE j BASE O/A LUMBER OVRHG I CANT 1 SHIPPING UNIT
PLY TOP BOT TRUSS ID j SPAN SPAN TOP BOT LEFT RIGHT HEIGHT WEIGHT
..... GAMBREL 01-00-00 01 -00-00
41,.....1 14 13.00 0.00 Al 16 -00-00 16 -00-00 2 X 6 2 X 1 C, 09-10-14 135
Truss Engineering Corporation (TEC) strictly adheres to the 'Standard Responsibilities in the Design of Metal Plate
Connected Wood Trusses' as defined by TPI Chapter2 (available upon request) regardless of any job specific SUB-TOTAL er A /
specifications unless clearly defined otherwise In writing byTEC. SUt3 r ) / ���''''''777 ` �` U
This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No (l� �.J -
- -_
responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of
TEC's product on the structure as a whole. The building ownerfowners agent is solely responsible for verifying all _ _
dimensions, geometry, loads and load requirements for accuracy and full compliance to construction documents and shall LA�((� j� � ---- Y /� -
be responsible for notifying TEC Immediately of any discrepancies. Truss Engineering Corporation is NOT responsiblef \ '
field verification of dimensions or special conditions.
The building ownerlowner's agent Is responsible for coordinating all construction details between trades. The truss
Installer shall follow all BCSI recommendations, construction document specifications as well as any site speck GRAND TOTAL i t e 1 ( 3
requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully
installed, including all sheathing_ hangers wall anchors, lateral web bracing (as shown on individual shop drawings), and
permanent bracing (as required by the construction documents). Installation contractor shall refer to the individual truss I L—
shop drawings for all structural requirements of trusses, including but riot limited to bearing locations and requirements,
ply to ply nailing, lateral web bracing, and truss spacing.
No trusses supplied by Truss Engineering Corporation may be cut, drilled, or altered in any way without first contacting
TEC and receiving engineering documents allowing such.
* ** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER * **
Approved By: Approval Date: _ ____ ______
PO #: Requested Delivery Date: _ _ ____
This fax was sent with GFI FAXmaker fax server. For more information, visit http: / /www_gfi.com
r atr Truss Truss type Oty pH FLORENCE, MA
Q1107041 Al GAMBREL ATTIC 14 1
Job Reference 'optional)
Truss Eigineering Curp., Indian Crsherd, MA 011.1 7.2:'0 s Ncv 10 2710 VliTGk Mdustries. Inc. Wed Jul 00 09:5237 i 11 • eye 1
ID: 8CH21pmbH7 leoeugnOPyCXc_ r82- wth2bJfFEfAOhPOZDGXpPKLFKMM1WsQkL3H4KD __gt e
1 -0 4 -11 -13 3-0-3 f 3-0 3 411 -113 1 1- -0�
4.00112 4 = Scale = 1:59.3
- 1 0xfi 3 5 18 19 6x9 a
C H
Ts �� ��.► j 20 2
13.00 12 21 m
p 2x4 h10' Nt* scot
2x4 II 5
7 m
4x6 // 1 5s 4x6 �� '.
``4Y r'
T . 0 40 PSF LIVE L nAD IN ROOM B 0
r e , r (FIELD FRAM: GABLE ENDS) ti0' 3
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o
- T j I r 12-U tt �J w o
m • - 81 ■
m T
3 12 11 0 0
3x6 II 3x6 II
m 10x'12= 10x12 = m 0
m
O
16 -0-0
16 -0-0 v
F13 Plate ORsets IX :0.5 -3.0 -4-31, [5S- 3 -0Edee1. f6:0 -5-3.0 - -31. f11:0- 3- 8.0- 7 -0Lj12fl- 3- 8.0 -7 -41 N
,Y):
LOADING
O (P sp SPACING 2 -0-0 CSI DEFL In (loci Vdel Ud PLATES GRIP W
-74 TCLL 30.8
(Ground Snow =400) Plates Increase 1.15 TC 0.49 Vert(LL) -0.18 11 -12 >999 240 MT20 197/144 C7s
C, TCDL 10.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.30 11-12 >630 180
Rep Stress kncr YES INB 0.48 Horz(TL) 0.00 10 Na N■
O= BCDL 1p p Code RC2009/TPI2007 (Matra) Attic -0.14 11 -12 1083 360 Weight: 136 b FT = 10% p
at
N ' LUMBER W
r e/ TOP CHORD 2 X 6 SPF 1650F 1SE 6)' This truss hos been designed for a be bad of 200psf on the bottom chard In a1
= BOT CHORD 2 X 10 SYP DSS TOP CHORD areas where a rectangle 3 -6 -0 ta1 by 1-0-0 wide will fit between the bottom chord and 0>
WEBS 2 X 4 SPF Stud 'Except' 2-131135/0, 3-14=809/139,14-15=667/156. 4-15=-610/170,
R W1:2X4 SPF Not 5 -20 =610/ 170. 20 -21=- 667 /11/8.7-21=-809/139, 7- 8 311 3 5/0. any other members. IV
7) Ceilng dead bad (5.0 psi) on member(s), 3-4, 4-6, 6 -7; Vval dead load (25.Opsi) on �O
BRACING, 2-13=-2063/0, 8- 10=- 2063/0 membar(s)3- 12.7 -I 1
TOP CHORD BOT CHORD 8) Bottom chord be load (40.0 psi) and additional bottom chord dead bad (3.0 ps0 s
2A0 oc purpns (6-0 -0 max,), except end verticals. and sheathed or 6-0-0 oc purOns: 3-4, 11 -12 =4/581 applied only to room. 11 -12 0
6 -7, WEBS 9) AI bearings are assumed to be SPF Not .
cP
BOT CHORD 4.6= -638/32,3 -12= 120581, i' -11= 120/581.2 -12= 18/1119, O
10) This truss is designed in accordance with the 2009 Intematbrusl Resldenlal Code O
i. Rigid ceding direct}, applied or 6-0-0 oc bracing. 8.11= 18/1119 sections R502.11.1 and R802.10.2 and referenced slander! ANSVfP11, p
3 JJOINTS 11)' Semi -rigid pldtbreeks WO bed heels' Member end h model teas used 10 the
3 1 Brace atJt(s):5.2.8 NOTES (14) y
1) V,IInd:ASCE 7 -05; 100mph ;TCOL =4.2psf BCDL= S.Opsf; h =258: Cat.111 Exp B: analysts and design of this buss.
REACTIONS (b /size) enclosed; MWFRS (law -rise) ()ebb aril zone and C-C Exledor(2) zone; cantilever let 12) De sign assumes 4x2 (tat orientation) plains at oc spacing Yu/tented. fastened to
truss TC w/ 2.10d naps,
13 = 1720/0-3-8 (mh,0 -2 -11) and doh' exposed :C-C lor members and forces t MWFRS for reactions shown: Lumber
13) Attie room checks d for L/360 de le coon.
10 = 1720/0 -3-8 (min,0 -2 -11) DOL =1.13 plate grip DOL =1.0 14)AIPIahs 20 Gouge Unless Noted
Max Horz 2) TCLL:ASCE 7 -05; Pg =40. psf(ground snow): Pf =30.8 psf (Tat roof snow);
13 = 151(LC 7) Category IL Exp 0; Partially Exp.; Ct=1.1
3) Unbalanced snow loads have been considered for this design, LOAD CASE{s)
FORCES (lb) -Max. Comp.Max, Ten. -Ai forces 250 (b) or Tess except when shown. 4) This truss has been designed tot greater of min moths bad of 120 psf or 1.00 times Standard
TOP CHORD gat roof bad of 30.8 psf on overhangs non - concurrent with other INe bads,
2-3=-1135/0, 3- 14= 801/139, 14- 15= 667/158, 4- 15= 610/170, 5) This Truss has been designed for a 10.0 pofbottom chord We load none oncu rre nt rvlh
6 -20= 610/170, 20-21=667/158, 7 -21= 809/139, 7.8.--1138/0, any other Ike bads.
2 -13- 206310.8 -10- 2063/0
!ot Truss Truss Type ON Ply 'FLORENCE, MA
IC11107041 AIDES GAMBREL ATTIC 0 1 2 MIDDLE STAIR NAILER
1 Job Reference Iopbcnai)
runs Igineerin9 Curp., r■den Orchard. M1 • 11E1 7.2E0 s NdV 19 2010 MiTivk industries. inc. 'Nod Jul 06 i.) ;1:51 . 2011 Pave 1
ID: 8CH2tpmbH7teoaugnOPoDX__ r82- SbCsvCciA9fM83uFKItspRnuhOnEiL8nSr8igbyxXz _sou r
10 - 4 -11 -13 3 -0-3 f 3 - 0-3 4-11-13 16-0-0 1 -0--0
4.00 ply 4 = Scale =1 :59.3
s 6x9 2 "' ". 175 18 19 6x9 o
iii j 4 . � 0
x ( "��� 20 c
m
N 13.00 12 21 in
m
a
o
2x41 2x4 II �' • 7
— 4x8 // ' : 4xs �� =.
0 - ca
m "11 y o 40 PSF LIVE L11AD IN ROOM "*.. 9 0
- A (FIELD FRAM: GABLE ENDS) ilk,
s er 12-0 t I _.
0
�, B1
a) V M
N 13 12 11 10 0
2 3x6 H 3x6 II P.
no
10x12 = 10x12 = 0
T1
0
3
i 16 -0-0
o 16 -0-0 = v
cD Plate0t ► sots(X,YL(4A- 5 -3,0- 431,[5:0- 3- O.Ediel,f6:0 -5 -3,0 -4-31, 111 :0- 3- 8,0- 7 -41,[12:D- 3- 8.0 -T-41 co
p LOADING (per) SPACING 3.6-0 CSI DE-FL in (loe) Udell Lid PLATES GRIP A
—1 TCLL 30.8
(Ground Snovs=40A) Plates Increase 1.15 TC 0.47 Vert(LL) -0.16 11 -12 >999 240 MT2D 197/144
TCDL 0.0( Lumber increase 1.15 BC 0.33 Vert(TL) - 026 11 -12 >720 180
P. Rep Stress !nor NO WB 0.42 Horz(TL) DAD iD n/a Ws
g BCDL 10.0 Code RC2009/TP12D07 (Matrix) Attic -0.12 11 -12 1238 360 Weight:272 lb FT = 10% p
A)
�'
LUMBER N
Fr TOP CHORD 2 X 6 SPF 1663F 15E 4) TCLL:ASCE 7 -05: Pg =40.0 psi (ground snarl): Pf =30.8 psi (flat roof snor}i);
BOT CHORD 2X TOP CHORD Category I ; =1,1 O�
4
WEBS 2 X 4 SPF Stud 'Except' 2-3=1987/0, 3- 14- 1416/243, 14-15=1167/276,4-15=1068,298. 5) Unbalanced snory loads have been considered for design. n. N
7 W1: 2 X 4 SPF No.2 4 -16 =- 225/377, 16-17=-235/3T5.5-17=-159/388,5-16=-159/388,
6) Thl$ truss has been designed for greater of min 1001 load of 12.0 ',situ 1.00 times o
I TOP P C i 6- 19= 235!378, 6 -19 =- 2751377, 6 -20= 1068/296. flat roof load of 30.0 psi on overhangs non- concurrent with other live loads, —>
CHORD RD 20 -21= 11671276, 7- 21= 1416;243. T 8= 1967 0, 2- 13= 3611/0. 7) This truss has been designed fore 10.0 psi bottom chord Ike bad noncon:urrent with --).
2 -0 -0 ac purtins (6.0.0 max.), except end verticals. 8 -10= 3611/0 any other live loads. 0
BOT CHORD BOT CHORD
�, Rigid ceiling directly applied or 6 -0-0 cc bracing. 12- 13- 258/274. 11- 12= 7/1016 8)' This truss has been designed far a live toad of 2DApsf on the bottom chord In all
areas her a rectangle 34-0 tell by 1-0 -0 wide ysill id betseen the bottom chord and
JO NTS WEBS any other members. O
O 1 Brace at Jt(s):4, 6, 5, 2, 8 0- 1 1 =-= 117/56, 3- 12 =-21D/ 1016, 7 -11= 210/1016, 2- 12= 32/1958. 9) Ceiling dead bad (5,0 psi) on member(s).3 -4, 4 -6. 6 -7: Wall Wall dead load (211.OpsQ on Ca
B -f 9 32 1958 member(s).3 -12. 7-11
3'
REACTIONS (Ib /size) 10) Bottom chord lue load (40.0 pst) and additional bottom chord dead load (0.0 pst)
13 = 3010/0 -3-8 (min. 0 -2 -6) NOTES (16) applied onyto room. 11 -12
10 = 3010/0 -3-8 (min, 0.2 -6) 1) 2-ply truss to be connected follows: ge erwith t0d (0,131 - x3') nags as oeval 11(,4 bearings are assumed to be SPF No,2 .
Max Horz Top shards connected falloras: 2 X 6 - 2 row at 0 -9 -0 X 4 -1 row at 0 -9 -0 ac. 12) This truss is designed in accordance va bh the 2009 International Residential Code
13 = 264(LC 7) Bottom chords connected ed as Z X 10 -2 rows at D-0 .0 -0 r 0 o sections R502,11.1 and 7802,10,2 and referenced standard ANS I,
Webs connected es equally 16 X 4 4 - 1 1 rove 010 -9-0 oc,
13) 'Sarni-rigid pechbreaks wYh bed heels' Member end fixity model ryas used In the
FORCES (9) • Max ,CompJMax,Ten, -AI forces 250 (b) or less except when shown. 21Al loads are considered equally applied to all plies, except if noted as front (F) or anaysis and design of this truss.
TOP CHORD back (6) face in the LOAD CASE(S) section, Ply to ply connections have been provided 14) Design assumes 4x2 (flat orientation) puribrs at oc spacing Indicated, fasbrned to
2- 3= 1987;0, 3 -14= 1416/ 243,14 -15= 1167/276, 4 -15= 1068/298, to dlstdbute any loads noted as (F) or (B), unless otherwise Indicated, truss TC w/ 2 •1Od nails,
4-16= 27S / 377, 16.17= 235 /378, 5 -17 =- 159/388, 5 -18= 159/388, 3) VJInd:ASCE 7 -05; 100mph; TCDL =4,2p1f; BCDL =5.0psf; h =258, Cat. Exp B; 15) Attic room checked for 0360 deflection.
10.19= 235/378,6 -19 =275/377,6 -20 =- 1068/298, enclosed;, lWFRS (los'r -rise) gable end zone and C-C Exterior( ?) zone; canileverlea 16)A14ates 20 Gauge Unless Noted
20-21=1167/276,7-21=-1416/243, 74=198710, 2-13=-361110, and right exposed ;C -C for members and forces d MWFRS for reactions shoran: Lumbar
Continued on page 2 DO L=1.33 plate gtlp DOL =1.33
i.kt, Truss Truss Typo Oty NY FLORENCE, MA
Q110TE,041 AIDES i GAMBREL ATTIC 0 9 MIDDLE STAIR NAILER
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russ hjinaering Corp., inchen Crchnrd. W 0111 .1..P s NV 1. 2010 MI GI, ildus res. oc. Wed Ju th Dg:,1:,
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February a, 2013
A7vrEST. 114,10811/RE, lA irAiPs
.............,......• -A _i • • g . ' GISTEB
MARIANNE L. DONOHUE
Official Receipt for Recording in:
Hampshire County Registry of Deeds
33 King `t.
Northampton, Massachusetts 01060
Issued To:
413-230 -8602
Recording Fees
__* Hampshire County Registry of Deeds
Document Recording 33 King St.
Description Number Book /Page Amount
* * Northampton, Massachusetts 01060
COV 00010889 10564 24 $75.00
EMERSON Issued To:
THOMAS A EMERSON
$75.00 413 - 230 -8602
Collected Amounts
• Payment
Type Amount Recording Fees
* *
Cash $75.00 Document Recording
Description Number Book /Page Amount
$75'00 *
COV 00010889 10564 24 $75.00
EMERSON
Total Received : $75.00
Less Total Recordings: $75.00 $75.00
Collected Amounts
Change Due $.00 Payment
Type Amount
Thank You
MARIANNE DONOHUE - Register of Deeds Cash $75.00
By: Kimberly M
$75.00
ReceiptN Date Time Total Received : $75.00
0236907 06/03/2011 11 :25a Less Total Recordings: $75.00
Reprinted By: Kimberly M Change Due $,00
Reprinted On: 06/03/2011 11:27a
Thank You
MARIANNE DONOHUE - Register of Deeds
By: Kimberly M
Receipt# Date Time
0236907 06/03/2011 11:25a
Reprinted By: Kimberly M
`nrinted On: 06/03/2011 11:27a
•
— I L—
THIS PLAT IS COMPILED FROM DEEDS, PLANS AND OTHER SOURCES AND IS NOT
TO BE CONSTRUED AS AN ACCURATE SURVEY AND IS NOT TO BE RECORDED.
BUILDING LOCATION ACCURACY IS NOT GUARANTEED
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