29-315 (2) Truss Type
esid NorthamrLon,_WA__
09072538 502 !GABLE 12 Job Rolaren
24-0-0
12-0-0
04
2X4 4 1:
e
2X4 I
6.00
4 10
24 li
2 1 X4
2 i II
3M 23 22 21 20 10 is 17 16 is 14 U4
20 11 24 11 2X4 11 ZA li b.4 11 20 il Us s 24!i 24
T24 0
Plata Offsets(X,Y),117:0,60,qAAL — 4-H
LOADING(pSf) SPACING 1-4.0 CSI OEFL In (loc) Marl Up PLATES GRIP
TCLL 60.0 Plates Mmase 1.15 TC 0.21 Vergl.L) 0.00 13 rvr 120
TCDL 10,0 Lumber increase 1,15 BC 0.09 Vert(TL) Oki 13 Mr 90
SCLL 0.0 Rep Stress Incr YES WB 0.13 I Horzcm) 0.00 12 rita wa
BCDL 10.0 Code IRC200WPI2002 (matrix) Weight 87 to
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD SUcTural mod sheaIri,ig directly ap *o or 6-0-0 punns.
BOT CHORD 2 X 4 SPF No.2 SOT CHORD RlIllo coiling directy applied or 10-0-0 pi oc bracing.
OTHERS 2 X 3 SPF No.2
REACTIONS All bealings,24-0-0.
(lb)- Max Horz2--5T(LG 7)
Max Uplft Ali uplift 100 to or less atJoInt(s)2,12,20,21,22,23.16,16,15,114
Max Gray AN reactions 250 bor Well atio")19,20,21,22,18,16,15 except 2-256(LC 1),
12-256(LC 1),23.3ft(LC 1),14-389(LO 1)
FORCES (lb)-Max.Comp./Max.Ten.-Ali forces 250(b)or less except when fawn.
WEBS 323--284ffl0,11-14-284100
NOTES
1)This truss has been Oieckadi for uniform mat We load only,except as noted,
2)Wind:ASCrz7-Q2;10Qmph;TCDL-&0W,SCOL-6.0W,0--254t Cat 11,'ap B,'9ncbwd,MWFRS(IoV.,rise)gable end zone and C-CElclarlor(2)zone;canWever
left and right exposed;end vertical left and right*Xp*5*d;C-Cfor members and forces&MWFRS for raa�aWns shown;LumberOOL-1.60 plan grip om-1,60
3)Truss designed for wind)Dads in the plans of the in=only. For studs exposed to wind(normal to the face),see Mrrak'Standard Gable End rleiair
4)Gable requires continuous bottom chord bearing.
5)Gable studs spaced at 240-D oc.
6)This truss has been"rod for a 10.0 pst bottom chord We load nonconcurrent with any other We loads,
7)One H2.6A Simpson Strong-Tie connectors recommended to connect Irmlo bearing wells due to uplift atXs)2,12,20.21,22,23,13,16,15,and 14,
8)Ttft truss Is designed In accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and retwencact standard ANSIfTPl 1
LOAD CASE(S)Standard
TRUSS APPROVAL STAMP
I APPROVE THE GEOMETRY AND DESIGN PARAMETERS OF THIS TRUSS FCR FASRICATICN.
TRUSSES ARE SPECIAL ORDER rrEMS AND CANNO T BE CANCELED OR RETURNED AFTER
ORDERING.I UNDERSTAND THAT I WILL RECEIVE AN ENGINEERING INISTALLATin-N
SUBMISSION INCLUDING INDIVIDUAL TRUSS DESIGNS WITH AN ENG1NE=R:S 671 AM,R.
Signed
Date
Sailer'Initials: Buyers Initials:
Print Name
Page Of
This truss is designed at the request and specification of the customer as an individual building component,in a verticei plane,to
specification of the building deskner. Bracing requirements shown is or a
be incorporated into building design at the speciff for lateral
support of individual truss members only. Additional temporary bracing to Insure stability during construction is the responsibility
RUMA&TIMM of the erector. Additional required permanent bracing of the overall structure Is the responsibility of the building designer.
AM ERIMM"a M
019 3/S
Poo `— — - — TES pe y LaPointe Resid 1 Northampton,MA
;09072538 501 FINK X22 ! 1 1
i k 1JOt:Re-ferennce non!
AIV02735— 74 a el i ZIF4u391t5
1 40 6 3 4 12.40 17&12 24 40 �-�— 2!_-C_0
1- 6.3.4 - �� &&1 5.8-12
S;Ie* 4Z7
OCT 2 7
2x4
4
8.23 15 513 2;40
—
LOADING(psq SPACING �14.0 C41 DEFL in (IOc) Mil Lid PLATES GRIP
TCLL 50,0 Plates htcra*sL._AA&_/ TO 0.45 Vert(LL) -0,12 6.8 >999 240 M T 20 9i/14r
TCOL 10.0 Lumberlocresse 1.15 BC 0.61 Vertf%) -0.26 6-8 >999 150
SCLL 0.0 Rep Strew Inch YES I WB 0.20 Horz(TL) 0,06 6 nta nta
BCDL 10.0 ' Coda IRC2=1*12002 ! (Mattbt) Weigm.78 m J
LUMBER BRACING
TOP CHORD 2 X 4 SPF NO.2 TOP CHORD Structural wool anaathing cirtay applied or 37-11 of pur;w.
50T CHORD 2 X 4 SPF No.2 BOT CHORD Rigid calling dirocny applied or 1440 aC t::scing_
WEBS 2 X 3 SPF No.2
REACTIONS (Ib/size) 2=119810.3.8, 6=1198043.8
Max Horz2=-57(LC 7)
Max UpH112-1151LO 6),6--115(LO 7)
j�.
FORCES (lb)-May_ComA/Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-3r-1962Pd62,3-4=-1669270,4-5-16891270,6-6=-1952/26?
BOTCHORD 2-9+-168f1 844,&9---4611110,6.8=158M644
WEBS 3.9•-428(142,4-x-691570,4-&=-691570,5-8•-4281142
NOTES
1)This taws has been checked for uniform root Ova Wad only,except as rated.
2)Wind:ASCE 7-02;100mph;TCDL=6.OpA SCOL-6.Op*ha=Cat 11;Exp B;enclosed;MWPRS(low-rise)gable and zone and C-C Extar"!( zone;cantilever
left and right exposed;end vertical left and right exposed;PC for members and forces&MWFRS tot reactions shaven;Lumber DOL-1.60 part grip DOL=1.60
3)This truss has been designed tar a 10,0 pot bottom chard five had noncrNawxM with any other We bads.
4)Ona H2.5A Simpson Stroh-TN connectors recommended to connect truss W bearing walls due to uplift at)t(s)2 and 6.
5)Tres truss Is designed In accordance with tl1e 2003 International Resktervilal Code sections 8502.11.1 and R802.10.2 and retaranced standard At's 'Pi 1,
LOAD CASE($)Standard
2
v L; e-1,
TRUSS APPROVAL STAMP {
I APPROVE THE GEOME"RY AND DESIGN PARAME ERS OF THIS TRUSS FOR FAB RICA CV
TRUSSES ARE SPECIAL ORDER ITEMS AND CANNOT BE CANCELED OR RETURNED A,=7-=;R ;
ORDERING.I UNDERSTAND THAT I WILL RECEIVE AN ENGINEERING iNS v ALLAT!CN
SUBMISSION INCLUDING INDIVIDUAL TRUSS DESIGNS WITH AN SENGINEER'S STA M':?. I
Signed pate
Seller'Initials; Buyer's Initials: i
Print Name
Page_of_
This truss is designed at the request and specification of the customer as an Individual building component,in td vertical piano,to
be Incorporated into building design at the specification of the building designer. Bracing requirements shaven is for!ate a1
support of individual truss members only. Additional temporary bracing to Insure stability during construction is the responsibility
of the erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer.
RICHARD I LaBARGE SR. �
Registered Professional Land Surveyor Bus.Phone:413-586-1011
vhFAX:413-586-1012
110 K"Sheet
P.O.Box 240
NWhamplon.MA 01060
//-0 V-v9
Send To
i
��
L J
For Swvim Rendered
29 .31
X13
17f
208.2 190 5 �
29
?4 011 -
..........................
Northampton, MA Property Detail T 145
Pagel of 2
............
New arch
pro —e;-Z PL2 Clas n Lo Re fare- Card 1 of 1
Parcel - Location - Zoning - Assessment
Map-Block-Lot: 29 -315-001 Zoning: Assessment:
Location: 325 ACREBROOK DR Neigborhood: 1 Land: 8!
#Living Units: 1 Deed Book: 5935 Building: ll.
Class: R-101 Deed Page: 23j Total: 19t
Dwelling Information Building Sketch
Style: Ranch
Year Built: 1970
Story Height: 1
Attic: None
Basement: Full
Total Rooms: 5
Bedrooms: 3 A-
Full Baths: 1 12
Half Baths: 0 6 Wood Deci
Exterior Walls: Frame 12 6 D44 C:
oo
Wd Deck 10 12
Unfinished Area: 0 r��
Ground Floor Area: 960 12 40
Total Living Area: 960 19
Finished Basement giving 0 X 0 14
Area: 6 24 1 Fr/8 24
Basement Recreation Area: 0 X 550
Woodburning Fireplace 0 / 0
Stacks/Openings: 40
Metal Fireplace 0 / 0
Stacks/Openings:
Heat/Central A/C: Basic
HedLiriy SysLetn: EleUrlc
Fuel Type: Electric
Quality Grade: C
Physical Condition: Average
Interior/Exterior: Same
Condition/Desirability/Utility: AV Addition Information:
http://www.northamptonassessor.us/noho/propertydetaii.php?map.no=29 -315-001&p... 9/15/2008
10. Do an signs exist on the property? YES NO
Y g
r
IF YES, describe size, type and location:
Are there any proposed changes to or additions of signs intended for the property? YES NO
IF YES, describe size, type and location:
11. Will the construction activity disturb (clearing, grading, excavation, or filling) ovpk,�acre or is it part of a common
plan of development that wilt disturb over 1 acre? YES NO -(A—
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION
This column reserved
for use by the Building
Department
EXISTING PROPOSED REQUIRED BY
ZONING
Lot Size , -13 l -1 3
Frontage d ,
lb!
Setbacks Front �)a`6 ,` c r�
At-
Side L:a36 R: -S' Li j V- R: -t-4-t-4 k L: /.�r R: /,5-
Rear
Building Height ,
(�► 3S- 1
Building Square Footage
%Open Space: (lot area
minus building Et paved
parking
#of Parking Spaces
a
#of Loading Docks
Fill:
(volume Et location)
13. Certification: I hereby certify that the information contained herein is true and accurate to the best of
my knowledge.
Date: _Applicant's Signature
la-
NOTE:Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning
requirements and obtain all required permits from the Board of Health,Conservation Commission,
Historic and Architectural Boards,Department of Public Works and other applicable permit granting
authorities.
W:Oocuments\FORMS\origina)\Bull ding-Inspector\Zoning-Permit-Application-passive.doc 8/4/2004
j U Ni 2 9 2909
MIe,l}To. 1
ZED 4.f, 1'LICAfiION 010-2)
Please type—dr print all information and return this form to the Building
Inspector's Office with the$15 filing fee (check or money order)payable to the
��,e"�C i of Northampton
1. Namc of Applicant: \b°-
Address: - T°-` oo (? Telephone:
2. Owner of Property:
Address: ''�
Ct�{��oa f' Telephone: `f t-R • `a�6- i
3. Status of Applicant: Owner n_Contract Purchaser Lessee Other (explain)
4. Job Location: �Cr`��✓ool`� k a2- dc��t �C i
Parcel Id: Zoning Map# Parcel# District(s):
c
In Elm Street District In Central Business District f
(TO BE FILLED IN BY THE'BUILDING DEPARTMEiTTY.'=
5. Existing Use of Structure/Property: tj&Le; 1FAM I Ly btu% LC I �j
6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary):
Cf Q 13D' bEv0 4711;4 CHFV 6i9Q196,6
5,-rgU C_71;(fie W i LL_ C r,, b M!fi55 -7,?":, Cf",�z
7. Attached Plans: Sketch Plan Site Plan Engineered/Surveyed Plans
8. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO DONT KNOW YES IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO DONT KNOW YES
IF YES: enter Book Page and/or Document
9.Does the site contain a brook, body of water or wetlands? NO J DONT KNOW YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained , date issued:
(Form Continues On Other Side,
W:\Documents\FORMS\original\Building-Inspector\Zoning-Permit-Application-passive.doc
File#MP-2009-0109
APPLICANT/CONTACT PERSON LAPOINTE GERALD R&JUDITH A
ADDRESS/PHONE 325 ACREBROOK DR (413)586-1353 Q
PROPERTY LOC ' 2- 5-ACREERAOI�.DR
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
�ZONI�NGFORMILLED OUT
ee ai
Building Permit Filled out
Fee Paid
Typeof Construction: ZPA-24 X 30 ATT GARAGE
New Construction
Non Structural interior renovations
_ Addition to Existing -
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 Pl ES TED:
Approved V 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: § _;? "0 —A 7/�f'p
Finding Special Permit _ Variance*
Received&Recorded at Registry of Deeds Proof Enclosed f
Other Permits Required: �C
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 Architechire Committee
Permit from Elm Street Commissio Permit DPW Storm Water Management
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 the Office of
Planning&Development for more information.