36-027 (7) BP-2023-0090
36 DEERFIELD DR COMMONWEALTH OF MASSACHUSETTS
Map:Block:Lot:
36-027-001 CITY OF NORTHAMPTON
Permit: Alts Renovations
Repair
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
BUILDING PERMIT
Permit # BP-2023-0090 PERMISSION IS HEREBY GRANTED TO:
Project# NEW GARAGE 2023 Contractor: License:
Est. Cost: 35000 RICH DENNO INC 066189
Const.Class: Exp.Date: 10/20/2023
Use Group: Owner: A DENNO RICHARD R JR& SARA
Lot Size (sq.ft.)
Zoning: WSP Applicant: RICH DENNO INC
Applicant Address Phone: Insurance:
551 FLORENCE RD (413)584-0852
FLORENCE, MA 01062
ISSUED ON: 02/03/2023
TO PERFORM THE FOLLOWING WORK:
DEMO GARAGE AND BUILD NEW
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:
Final: Final: Final: Rough Frame:
Gas: Fire Department Driveway Final: Fireplace/Chimney:
Rough: Oil: Insulation:
Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Signature:
&AL (.‘gi .TQ.,A.7,
Fees Paid: $227.50
212 Main Street,Phone(413)587-1240,Fax: (413)587-1272
Office of the Building Commissioner
•
The Commonwealth of Massachusetts BAN 2 6 70?3
Board of Building Regulations and Standards' FOR
Massachusetts State Building Code, 780 CMR a- MUNICIPALITY
,T OF SOWING INSYEGTIONSUSE
Building Permit Application To Construct, Repair, Renovate Or'D Yifd4i§lf a.'°'.°'"'? '�lsed Mar 2011
One- or Two-Family Dwelling
This Section�r For Official Use Only
Building Permit Number: '�0 -(}Q"G(/ Date Applied:
;140.4,L, Itov
Building Official(Print Name) Signature ate
SECTION 1: SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map&Parcel Numbers
36 7aee4,e_Id Dr 36- oa7-oar
• 1.la Is this an accepted street?yes no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
13 ell y /og
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
y7 ' 10' /3 ' 4/7
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public E il Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system ❑
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record:
��
!(�GI.1/4rd le Dino° Sr tA O101o.2.
• Name(Print) City,State,ZIP
3 7e -ectc.13 Or (tin) 81'3-S1623 R e.4nrt EC Gam..- /. cb.14
No.and Street Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply)
New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) ❑ Alteration(s) 0 Addition ❑
Demolition 0 Accessory Bldg. Number of Units Other 0 Specify:
Brief Description of Proposed Work'-: /) .41.,0Py e Sd,.i5 5e re,a a. an �,,, I A lieu)
U,c rQ.r)e_ an.1 NtV rpa.r.
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Estimated Costs:
Item (Labor and Materials) Official Use Only
1. Building $ 1. Building Permit Fee: $ Indicate how fee is determined:
❑ Standard City/Town Application Fee
2. Electrical $ ❑Total Project Cost' (Item 6)x multiplier x
3. Plumbing $ 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5.Mechanical (Fire
Suppression) Total All Fees: $ 7.50
Check No.OD 7 Check Amount: Cash Amount:
6.Total Project Cost: S 35, v00 kl Paid in Full 0 Outstanding Balance Due:
• City of Northampton
Massachusetts
DEPARTMENT f�_
DEPARTMENT OF BUILDING INSPECTIONS I' r;,r'
212 Main Street • Municipal Building a� ca;
:1'';tij
Northampton, MA 01060 sst�v ���`�
PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR NEW
1 & 2 FAMILY DWELLING, ADDITIONS, POOLS, DECKS, ACCESSORY STRUCTURES,
FENCES, GROUND MOUNTED SOLAR, ETC.
I. Building Permit Application signed by legal owner and filled out by owner or authorized agent.
2. One set of plans and specifications of proposed work. (Digital and hard copy)
3. Site plan with location of proposed structure(s)and set backs.
4. Construction Debris Affidavit filled out and signed by applicant.
5. Worker's Compensation Insurance Affidavit filled out and signed by applicant.
6. Contractors must supply a copy of CS License, HIC Registration and proof of Liability Insurance.
7. Energy Conservation Compliance Certificate (new / replacement windows).
8. Home Owner's License Exemption Form filled out and signed by Homeowner (if applicable).
9. Note any Conservation and/or special permit requirements (if applicable). 10.
Driveway Permit (if applicable).
11. Proof of Water and Sewer entry fees paid (if applicable).
12. Trench Permit - public land by DPW I private land by Building Dept.
13. Stretch Energy Code -all new construction will require a HERS Rater Affidavit to be submitted with permit
application before issuance of permit.
14. Please provide the appropriate fee in the form of a check made payable to: The City of Northampton.
•
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)
JO )
I( hf► d 416 [,, License Number Expiration Date
Name of CSL Holder
S37 / I List CSL Type(see below) (/
No.and Street �,^ Type Description
/Yh try 1 l S S 010b2, U Unrestricted(Buildings up to 35,000 cu.ft.)
R Restricted 1&2 Family Dwelling
City/Town,State,ZIP M Masonry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
BsA a7 ra.V„A-pp e 6)1444 C'o,y,e.rs , I Insulation
Telephone Email address /Y,: D Demolition
5.2 Registered Home Improvement Contractor(HIC)
/2.06o4.
?1 CIA 1t hie)'O HIC Registration Number Expiration Date
HIC Company Name or HIC Reaisa trot Name
SSA z �'1,/(�Lar*�� iiii-oLof+re / C•ryle .
No.aStreet Email address
0r..v►o 114 e>? c,e. 62- 53/- (586,
City/Town,State,ZIP Telephone
SECTION 6: 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 .0
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize c?ti b In -T2th Yr t)
to act on my behalf,in all matters relative to work authorized by this building permit application. •
Rte4�•-d R 3r //32/
Print Owner's Name(Electronic Signature) Date
SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION
By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accurate to the best of my knowledge and understanding.
,,,i , �
Print OvVRer'S or Aut iorized Agent's Name(Electronic Signature) Date
NOTES:
1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at
www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps
2. When substantial work is planned,provide the information below:
Total floor area(sq. ft.) 96 C (including garage,finished basement/attics,decks or porch)
Gross living area(sq. ft.) 9 36 Habitable room count 0
Number of fireplaces o Number of bedrooms 0
Number of bathrooms p Number of half/baths O
Type of heating system p Number of decks/porches
Type of cooling system 0 Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
CITY OF NORTHAMPTON
SETBACK PLAN
MAP: LOT:
LOT SIZE:
REAR LOT DIMENSION:
REAR YARD
SIDE YARD SIDE YARD
FRONT SETBACK
FRONTAGE
• City of Northampton
`, . . sirs
S C�
• Massachusetts ,k`Y —
t.
i DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building v� Oaf.
Northampton, MA 01060 ssrjy .319����
CONSTRUCTION DEBRIS AFFIDAVIT
(FOR ALL DEMOLITION AND RENOVATION PROJECTS)
In accordance of the provisions of MGL c 40, S54, a condition of Building Permit
Number is that all debris resulting from this work shall be disposed of in a
properly licensed waste disposal facility, as defined by MGL c 111, S 150A.
The debris will be disposed of in:
Location of Facility: Va I le ?-ec ��l:,g
The debris will be transported by:
Name of Hauler: /1,0 Asa 74.v&1�;.7
Signature of Applicant: Date: //AV./3
The C'onin on wealth of Massachusetts
Departntent of Industrial Accidents
I l Congress Street,Suite 100
Boston, ,�!'A 0-114_7 1,7
,Y—y i 1,ritil1i.rtrass.gov/dia
%%twice rs' Compensation Insurance:lffidas it: Builders1'tint raitnrsiElectricians.Plutnbers.
r<)HE FILED IA 111:1•FIlE 1'F:RMIf1'ri,t::ll 1'F1( R11'1.
Applicant Information Please Print Lei ibis
NaMe I13usittcss;Orgaan¢ration lndn•idualK ri t-+ Os. ykt,) rr1
Address: Strl r�,� or-h e• '7i
City/State/Zip: F o/'yew l /304.ss 6,061 Phone#: S3 /- 8 $6 7
Ane you utt employer?Cheek the appreprlate Uux:
l Ts pe of project(reyuirctd):
1.0 I ant a.:ntpki ix with emplu+.ts troll und•wr parr-time r.• 7. t.-.1 New cl+nstrtietiun
LJJ J I ant a sole ptupnl:tur ur pann.rshlp and hat nu empIuytcs working tut!Ik III O- 0 Remudelnig
any capacity-[Nu worker,'eutnp.nl.,utatil peg aired.)
3�1 ant a hu :u ntw n.r doing all wink myself,[Nil workers'cunip_ns,untnce Hm iest.I'
9. El Demolition
]0 0 Building addition
4,0 I am a Ilurn Ymw m.:and will be hinny emitra.lurs to.unduet ail work un my propel . I w ill
]I.7 Electrical rs:palrs or additions
rrtsutx that all cwntr:ucturs.itlxr ha+.workers'tartlp��tsatiun ulsurantc in at'.suit �
proprietors with nu cmpluycta_
?. Plumbing trepans or additions
5i0 1 ant a ucilcraJ contractor and I ha+c Hired the sub-cutltractuls lured un tlx attuchod sh►e9. 1'
]3.1=1 Roof repairs
Thcte sub-contractor:. einpluyec>anrd hat c.tiurkcta'%amp.insurance.' 11 f�
��Vile an'a Wipuril9ull anti its of 15 trs bay..kcrviscd than :7t.'Ilt el exemplum per 4ItiL.. ]'T. Otht'1 674✓4 f,r
Ywwi7 15?§1141-and we hate nu irnplus cs.(No worker. .utnp.immune.:requited.' J
'Ant applicant that disks Nos al must atw till out the section hluw show mp their wurktzs'.unlpensatiun puli.y inftxniatlun
Ilatncucsti:n who:submit this ull&Jasit indicating they:n.dtnnF all 56,ink and tb:u hoc true+id .unira.t.:>Inu,z+nblitlt a I::.5 ul:ld. it Ind Sts:li.
1'0Jan-i:tun that check ibis box must 1at-wlsed an additional sheet shush ino the name of the sub-ctmtraetett and state V.heiiic:+•::lot thus:saltine.lla5.
.mpluye,... Tithe tub-contractors uric ettrpluyces.duty must prat ide their workers'cclnp.pulley manh:r.
I am an employer that is providing workers'compensation insurance•for my employees. Below i.s the policy and job site
information.
Insurance Company Name:
Policy#or Silt=uts.Lic. #: Expiration Date:
Job Site Address: City State Zip:
Attach a copy of the workers'cumpenaation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under)IGL c. 152. §25A is a criminal violation punishable by a tine up to Sl.500.00
and or one-year imprisonment.as ssell as civil penalties in the form of a STOP WORK ORDER and a line ot•up to S2itt.{Nt a
day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance
eusera.ie Yertoration.
I do hereby certify under the pains and penalties of perjury fhtrf rift'inforum:ion provided above i+true find correcf.
Sl_natw : I)L:1.•- </LZ
Phone S'31 6 6 7
Official use only Do not write in this area.to be completed by city or Town official
('ity or Town: PermiIJLicense
Issuing:Authority (circle one):
I.Board of Health 2.Building Department 3.('if)(loom Clerk 4. Electrical Inspector S. Plumbing Inspector
6.Other
Contact Person: Phone#:
I )
2 If 1
All exterior walls art: "
G ruge doors ore 8'4tt x 11i i t+lt l lit o f ° n
head r along with strong ties to foundation
",,,f trusses with 5f 611 CDX sneath ng
City Owned :rc age
15' X 105'
DATE 12/16/22 PAGE 1
REQ.QUOTE DATE 12/16/22 ORDER#
ORDER DATE / / QUOTE# 22120901B
DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI
DATE OF INVOICE / / CUSTOMER PO#
TM ORDERED BY Doug Hodgins INVOI(4,#
UFP Belchertown, LLC DESIGNER David Hawk TERMS,,
155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT Doug Hodgins SAMAN. Brian Tetreault
Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# (413)247-8314 SALESMEN, Massachusetts/
sit
R.K. Miles-Hatfield JOB NAME:Rich Denno Jr. LOT#.y,a q .SUBDIV:
0 24 West St MODEL: TAG:Roof JOB TE „ -Y:Quick Quotes
T Hatfield, MA 01038 DELIVERY INSTRUCTIONS:
° (413)247-8300
H Rich Denno Jr.
e SPECIAL INSTRUCTIONS: _ `
o Florence, MA F'
+�,__ BY DATE
BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 01-00-00 REQ.LAYOUTS REQ.ENGINEERING QUOTE DH1 12/16/22
Roof Trusses END CUTI RETURN NONE LAYOUT / / —
PLUMB NO GABLE STUDS 24 IN.OC N'IltrturOBSITE 1 CUTTING DH1 12/16/22
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR INFORMATION 35.0,15.0,0.0,10.0 1.00 ROOF T S SPACING:24.0 IN.O.C.(TYP.)
PROFILE QTY PITCH TYPE BASE O/A LUMBER OVER G ? '.'-_,TILEVER STUB UNIT TOTAL
PLY ! ID SPAN SPAN TOP I BOT I RIGHT LEFT I RIGHT PRICE PRICE
COMMON
16 5.001 0.00 TO1 30-00-00 30-00-00 12 X 6 2 X 4 01-00-00 I• 0• ;�
2 5.00 COMMON `
0.00 TO1GE GE 30-00-00 30-00 00 1 01 •. +
L 12X6�,2X601 • �0i
ROOF SUB-TOTAL:
ACCEPTED BY SELLER ACCEPT DYER SUB-TOTAL
PURCH R: --
BY: TITLE: __
BY: JO: •DRES` -
TITLE: oA
OF
DATEuofeAs based on current design values at the time,,, AI • ber;EWP,hardware, etc
_ GRAND TOTAL
Should any of these values change prior to completion . protect, UFP Belchenown,LLC
reserves the right to adjust the sell price accord'-
QUOTE POLICY: QUOTE VALID FOR 7 DAY JAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING.
Sealed individual truss drawings are include.
Sealed layouts,stamped bracing diagrams - ' included.
Full payment made on net 30 day terms. `' pa'"' '• terms. UFP reserves the right to hold shipments if we are not paid within the
agreed upon payment terms
PURCHASE ORDER POLICY: Purcha-'. ' .re valid for a period of 30 days. Orders moved past a 30 day period are subject
to price review to current market cons.tins. -
r:
ob Truss Truss Type Qty Ply Florence,MA
!2120901B TO1 COMMON 16 1 Job Reference(optional)
FP Site Built,LLC,UFP SE Engineering Run:8.62 S Sep 22 2022 Print:8.620 S Sep 22 2022 MiTek Industries,Inc.Fri Dec 16 14:34:56 Page:1
his is a PRELIMINARY drawing; web configuration ID:BG5gYpee0HEA_avr69erJ3y8NSz-pHNyac61g9GalXmptDmwvNoufAgLieZ3_fNY3zy8NOV
Ind lumber could change at the time of production. 16-04-14
-1-00-00 5-11-01 I 13-07-02 1 -00-OP I 24-00-15 i 30-00-00 31-00-00
1-00-00 5-11-01 7-08-01 1 04-14 7-08-01 5-11-01 1-00,60
1-04-14
4x10a ey
4x10 c
4x6a
7 :ip hn ett`
Sr 6 1► 8 `
4x10. 27 �4 28 4 :
26 29 ` ' " . ..
2x4a 5 ... i :s
41° - ; h ,,
94 ty A
9
5x60 e b/ ''Vt z..ir• .7:14,:. o.. vy , Wig`= 5x6a
s
3 a " t 1 1130
2 •N
a- %r �� 12
1 '''tea �.' — 13
oI B, R2 B,
15 `;�#f 5 (ii'i 14
6x12n
r,.�.. 8x8=
6x10a
;tt „'-
I 10-00-00 4, •+ 00'° I 30-00-00 I
10-00-00 �° ,, ::-00 1 0-00-00
Scale=1:59 i', f
jading (psf) Spacm 2 0d h DEFL in (loc) Ildefl Ud PLATES GRIP
ALL 35.0 Plat- ' • .15 ) 0.55 Vert(LL) -0.48 14-15 >758 240 MT20 197/144
toof Snow=35.0) Lumb -'•L '5 " '''':,4BC 0.85 Vert(CT) -0.70 14-15 >512 180
3DL 15.+ -•St 0 .w' M.# WB 0.55 Horz(CT) 0.10 12 n/a n/a
3LL IRC ''5 014 Matrix-MS
3DL .1110. Weight:151 lb FT=20%
JMBER 4) This truss has been designed for greater of min roof live
DP CH• • 211 • load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
DT C. _ . 2x4' 2101 'E*Exce• 14:2x6 overhangs non-concurrent with other live loads.
SP- OF 1.8, 5) *This truss has been designed for a live load of 20.0psf
'EBS 'F No.2 on the bottom chord in all areas where a rectangle
_IDER • 2x8 SP No.1 2-06-00,Right 2x8 SP 3-06-00 tall by 2-00-00 wide will fit between the bottom
1—3-00-00 chord and any other members,with BCDL=10.0psf.
RACING 6) Provide mechanical connection(by others)of truss to
7P CHORD ' ' ctural wood sheathing directly applied or bearing plate capable of withstanding 25 lb uplift at joint
4-4-4 oc purlins. 2 and 25 lb uplift at joint 12.
DT CHORD Rigid ceiling directly applied or 10-0-0 oc 7) This truss is designed in accordance with the 2015
bracing. International Residential Code sections R502.11.1 and
EACTIONS (size) 2=5-08,(min.2-09),12=5-08,(min. R802.10.2 and referenced standard ANSI/TPI 1.
2-09) 8) Load case(s)1,2 has/have been modified.Building
Max Horiz 2=90(LC 11) designer must review loads to verify that they are
Max Uplift 2=-25(LC 11),12=-25(LC 12) correct for the intended use of this truss.
Max Gray 2=2029(LC 2),12=2029(LC 2) LOAD CASE(S) Standard
�RCES (Ib)-Max.Comp./Max.Ten.-All forces 250 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate
Increase=1.15
(Ib)or less except when shown. Uniform Loads(lb/ft)
DP CHORD 2-3=-1227/8,3-4=-3534/23,4-5=-3308/0, Vert:15-16=-20,14-15=-40,14-20=-20,1-7=-100,
5-26=-3241/0,26-27=-3226/0,6-27=-3122/0, 7-13=-100
8-28=-3129/0,28-29=-3233/0,9-29=-3246/0, 2) Dead+0.75 Snow(balanced)+0.75 Uninhab.Attic
9-10=-3315/0,10-11=-3529/23, Storage+0.75 Attic Floor:Lumber Increase=1.15,
11-30=-847/14,12-30=-881/12 Plate Increase=1.15
DT CHORD 2-15=-81/3119,15-24=0/2637,24-25=0/2637, Uniform Loads(lb/ft)
14-25=012637,12-14=0/3127 Vert:15-16=-20,15-24=-85,24-25=-115,14-25=-85,
'EBS 4-15=-559/234,6-15=0/867,8-14=0/877, 14-20=-20,1-7=-83,7-13=-83
10-14=-563/235,6-8=-2760/117
OTES
Wind:ASCE 7-10;Vult=117mph(3-second gust)
Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.
II;Exp B;Enclosed;MWFRS(envelope)exterior zone
and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to
12-0-0,Exterior(2)12-0-0 to 18-0-0,Interior(1)18-0-0
to 28-0-0,Exterior(2)28-0-0 to 31-0-0 zone;cantilever
left and right exposed;end vertical left and right
exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);
Category II;Exp B;Partially Exp.;Ct=1.10
Unbalanced snow loads have been considered for this
design.
This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component
is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing
codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is
fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI)
for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute.
ob Truss Truss Type Qty Ply Florence,MA
2120901B TO1GE COMMON 2 1 Job Reference(optional)
FP Site Built,LLC,UFP SE Engineering Run:8.62 S Sep 22 2022 Print:8.620 S Sep 22 2022 MiTek Industries,Inc.Fri Dec 16 14:34:56 Page.1
his is a PRELIMINARY drawing; web configuration ID:BG5gYpee0HEA_avr69erJ3y8NSz-IgVi_H71BnWIXrwB_eo0_otLFzjdBd_MRzsf7sy8NOT
Ind lumber could change at the time of production.
-1-I00-0�0 15-00-00 i 30-00-00 31-00-Q0
1-00-0 15-00-00 15-00-00 0-00
5x6 o oob- WO
10
12
Sr g � 11
43 44
4x6. 8 = : 12 4x6r
6 71
13 14
0 5
S-7 , 15
0-) 6x6. 4 p 6 •.-6 : .'':: xsr
r 3 e b a-4 = 17
42 -3 45
0 2 .6-2 18
oI1 'i' . : : : : : : ifibl IIII I_ 19
33 32 31 30 28 , - 28 26 2S 14 23 22 21 20
4x8n 4x6= 4x8n
I *1tom,
;tale=1:55.6 o-. I,4 #ia
V.
,ading (psf) Spacin• 2 00 DEFL in (loc) 1/defl Lid PLATES GRIP
JLL 35.0 Plat: • .15 T 0.09 Vert(LL) n/a n/a 999 MT20 197/144
roof Snow=35.0) Lum. •L ,5 .. 4' BC 0.03 Vert(CT) n/a - n/a 999
3DL 15.0 -•S. 0 +- '= WB 0.17 Horz(CT) 0.00 18 n/a n/a
JLL IRC ''5 2014 Matrix-MS
3DLiall, Weight:182 lb FT=20%
JMBER 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);
JP CH.: • No. Category II;Exp B;Partially Exp.;Ct=1.10
JT C-" . No. 4) Unbalanced snow loads have been considered for this
THER- No.2 design.
_IDER '6 SPF No. • 01-05,Right 2x6 SPF 5) This truss has been designed for greater of min roof live
..2-3-01-05 load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on
RACING overhangs non-concurrent with other live loads.
JP CHORD tural wood sheathing directly applied or 6) All plates are 2x4 MT20 unless otherwise indicated.
•-0 oc purlins- 7) Gable requires continuous bottom chord bearing.
JT CHORD Rigid ceiling directly applied or 10-0-0 oc 8) Gable studs spaced at 2-0-0 oc.
bracing. 9) *This truss has been designed for a live load of 20.0psf
FACTIONS All bearings 30-00-00. on the bottom chord in all areas where a rectangle
(Ib)- Max Horiz 2=-90(LC 12),34=-90(LC 12) 3-06-00 tall by 2-00-00 wide will fit between the bottom
Max Uplift All uplift 100(Ib)or less at joint(s) chord and any other members.
2,18,20,21,(lb)
r 24,2 28, 10)Provide mechanical connection(by others)of truss to
29,30,31,32,33,34,4,3 bearing plate capable of withstanding 100 lb uplift at
Max Gray All reactions 250(Ib)or less at joint joint(s)2,28,29,30,31,32,33,25,24,23,22,21,20,
18,2,18.
(s)21,22,27,31,32 except 2=288
(LC 1),18=288(LC 1),20=322(LC 11)Beveled plate or shim required to provide full bearing
19),23=277(LC 19),24=320(LC surface with truss chord at joint(s)18.
19),25=326(LC 19),28=326(LC 12)This truss is designed in accordance with the 2015
18),29=320(LC 18),30=277(LC International Residential Code sections R502.11.1 and
18),33=322(LC 18),34=288(LC R802.10.2 and referenced standard ANSI/TPI 1.
1),38=288(LC 1) LOAD CASE(S) Standard
3RCES (Ib)-Max.Comp./Max.Ten.-All forces 250
(Ib)or less except when shown.
'EBS 9-28=-286/49,8-29=-279/57,11-25=-286/49,
12-24=-279/58
CITES
Wind:ASCE 7-10;Vult=117mph(3-second gust)
Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.
II;Exp B;Enclosed;MWFRS(envelope)exterior zone
and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to
12-0-0,Exterior(2)12-0-0 to 18-0-0,Interior(1)18-0-0
to 28-0-0,Extenor(2)28-0-0 to 31-0-0 zone;cantilever
left and right exposed;end vertical left and right
exposed;C-C for members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate grip
DOL=1.60
Truss designed for wind loads in the plane of the truss
only. For studs exposed to wind(normal to the face),
see Standard Industry Gable End Details as applicable,
or consult qualified building designer as per ANSI/TPI 1.
CS Beam 2021.5.0.8 Denno 1-27-23
kmBeamEngine2018.9.0.1 Garage Header Beam 11:41am
Materials Database 1587
1 of 2
Member Data
Description: Member Type:Beam Application:Roof
5 lb allowance/SOLAR PANELs Top Lateral Bracing:Continuous Slope: 0.00/12
Bottom Lateral Bracing:Continuous
Standard Load: Moisture Condition:Dry Building Code:IBC/IRC
Snow Load: 40 PLF Deflection Criteria: U240 live,L/180 total
Dead Load: 15 PLF Deck Connection:Nailed Member Weight: 12.0 PLF
Filename:Denno Jr LVL
Other Loads
Type Trib. Other Dead
(Description) Side Begin End Width Start End Start End Category
Point(LBS) Top 0' 0.75" 1850 250 Snow
Point(LBS) Top 2' 0.75" 1850 250 Snow
Point(LBS) Top 4' 0.75" 1850 250 Snow
Point(LBS) Top 6' 0.75" 1850 250 Snow
Point(LBS) Top 8' 0.75" 1850 250 Snow
Point(LBS) Top 10' 0.75" 1850 250 Snow
Point(LBS) Top 12' 0.75" 1850 250 Snow
Point(LBS) Top 14' 0.75" 1850 250 Snow
Point(LBS) Top 16' 0.75" 1850 250 Snow
Point(LBS) Top 18' 0.75" 1850 250 Snow
Point(LBS) Top 20' 0.75" 1850 250 Snow
Point(LBS) Top 22' 0.75" 1850 250 Snow
Point(LBS) Top 24' 0.75" 1850 250 Snow
Point(LBS) Top 26' 0.75" 1850 250 Snow
Point(LBS) Top 2T 11.25" 1850 250 Snow
J, 1 J, .1./ J, J, J, J, J, J, J, J, J, J, .,
/ / X X T T T �/
1 600 900 ®1 6 ® 900 0 300 ® 300
7 2800
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF#1/#2 2x or 4x End-Grain(1150psi) 3.500" 1.500" - -3535#
2 1' 6.000" Wall SPF#1/#2 2x or 4x End-Grain(1150psi) 4.500" 4.312" . 11320# -
3 10' 6.000" Wall SPF#1/#2 2x or4x End-Grain(1150psi) 4.500" 2.127" 5583# -
4 12' 0.000" Wall SPF#1/#2 2x or 4x End-Grain(1150psi) 4.500" 2.305" 6051# -
5 21' 0.000" Wall SPF#1/#2 2x or4x End-Grain(1150psi) 4.500" 3.448" 9052# -
6 24' 0.000" Wall SPF#1/#2 2x or4x End-Grain(1150psi) 4.500" 1.500" 403# -
7 27' 0.000" Wall SPF#1/#2 2x or 4x End-Grain(1150psi) 4.500" 1.555" 4081# -
8 28' 0.000" Wall SPF#1/#2 2x or 4x End-Grain(1150psi) 3.500" 1.500" 393# -
Maodmum Load Case Reactions
Used for applig poiit bads(or he beds)to carryhg members
Snow Dead
1 -3030# -504#
2 9777# 1543#
3 4824# 758#
4 5227# 825#
5 7820# 1232#
6 349# 54#
7 3521# 561#
8 366# 26#
Design spans
1'3.375" 9'0.000" 1'6.000" 9'0.000" 3'0.000" 3'0.000"
0'9.375"
Al product names are trademarks of thei respective owners
Copyright(C)2018 by Sirpson Slmng-Tie Company Inc.ALL RIGHTS RESERVED.
•"Passng is dehred as when the member,fborjost,beam or gider shown on this drawig meets appicable design criers for Loads,Lowing Condbors,and Spans fated on this sheet.The
CS Beam 2021.5.0.8 Denno 1-27-23
lanBeamEngme2018.9.0.1 Garage Header Beam 11:41am
Materials Database 1587
2 of 2
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Correct members with 2 rows of 16d common nails at 12.0"oc
Design assumes continuous lateral bracing along the top chord.
Design assures continuous lateral bracing along the bottom chord.
Review gavity uplift reaction force ci 3535Ibs at bearing 1 and ensue that the structure can resist appropriately
Allowable Stress Design
Actual Allowable Capacity Location Loaang
Positive Moment 5052.'# 24466.'# 20% 16.06' Total Load D+S
Negative Moment 7276.'# 24466.'# 29% 1.5' Total Load D+S
Shear 4897.# 9081.# 53% 20.07' Total Load D+S
Max Reaction 11320.# 12797.# 88% 1.5' Total Load D+S
TL Deflection 0.0525" 0.6000" U999+ 16.5' Total Load D+S
LL Deflection 0.0453" 0.4500" U999+ 16.5' Total Load S
Control:Max Readion
DOLE Live=100%Snov. 115%Roof=125%Wind=160%
Al product names are trademarks of thel respective owners
Copyight(C)2018 by Serpson Strong-Tar Company Inc.ALL RIGHTS RESERVED.
~Passing is dated as vAren the member,iborjast,beam or gide(shorn on this dravRg meets appicabb design criteria for Loads,Loadig Conditions,and Spans tsted on this sheet The
CITY of NORTHAMPTON
_�,MST', PUBLIC HEALTH DEPARTMENT
�i ^` , Public Health Director-Memdifh O'Leary.RS
,„
..
7`, `-�-; Municipal Building-2l2 Main Sired-Northampton.MA 0/060
"" Phone(413)587.1214-Fax(4/3)387-1221 �1t
"� hit ://www.northam tonma. v✓245/Health
P P 80 /rmm."'name Proved
WITNESS OF EXTERMINATION
Date /a/c23 Time /1:oo qM
Property Owner: Rtc har-cl R te.i-io 3 - - 5o,re, A. )e.i'td
Property Address: 3(p 1)e_e__,-4i e_1 d l)r-,v e_
Exterminator. 54e '0 Po 5 Se 14-/
Company: f/(t eP kce. p PJ i SO i,4-ro i zt„l'
Company Address: -Le v t to rr II S 9-40e A - ,ir., ft 2 z)/6/G 1—
Rodenticide/Chcmicals Applied Jt/1li--'
Reason for Extermination: /4)111--
Comments: / Loh Pat' N-040 1-7 Oh I P",, ,l, /u% b 1 rpl``i /'`tG C.-,e"'fr -��e
I hereby certify,under the pains and penalties of perjury,that Ito the best of my knowledge
and belief,have applied the above noted pesticide in accordance with M.G.L.Chapter 132B
and any other applicable law or regulation.
El City Water ❑ Well 0 Septic System
If applicable OYes 0 No
�i'.UYI/J - 3(//c(
Board of Health epresentative Signature of Exterminator
*Demolition best practices relating to fugitive dust and debris must be adhered to in accordance
with MGL Chapter III,Section 122.