17A-058 (9) 197 BRIDGE RD BP-2020-0549
GIS#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 17A-058 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category:GARAGE BUILDING PERMIT
Permit# BP-2020-0549
Proiect# JS-2020-000949
Est.Cost: $48500.00
Fee:$315.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group JESSE MONTGOMERY 077410
Lot Size(sq.ft.): 11761.20 Owner: Kerry Smith
Zoning: URB(100)/ Applicant. JESSE MONTGOMERY
AT. 197 BRIDGE RD
Applicant Address: Phone: Insurance:
PO BOX 329 (413) 374-2787 0
LEEDSMA01053 ISSUED ON.11/13/2019 0.00:00
TO PERFORM THE FOLLOWING WORK.-BUILD DETACED 20X24 GARAGE - CURB CUT
CAN'T BE LARGER THEN 19 FT
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 11/13/2019 0:00:00 $315.00
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2020-0549 0 I L
APPLICANT/CONTACT PERSON JESSE MONTGOMERY
ADDRESS/PHONE PO BOX 329 LEEDS (413)374-2787 Q
PROPERTY LOCATION 197 BRIDGE RD
MAP 17A PARCEL 058 001 ZONE URB000)
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Buildinp,Permit Filled out
Fee Paid
Typeof Construction: BUILD DETACED 20X24 G E
New Construction
Non Structural interior renovations
Addition to Existin
Accessoty Structure
Building Plans Included:
Owner/Statement or License 077410
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED O
INFO MATION PRESENTED:
proved Additional permits required(see below) V
` ' 11 w
PLANNING BOARD PERMIT REQUIRED UNDER:§ W L
Intermediate Project: Site Plan AND/OR Special Permit With Site P n 1)
Major Project: Site Plan AND/OR Special Permit With Site P n
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance* �,k,t� .�
Received&Recorded at Registry of Deeds Proof Enclosed (L� \�
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availabi ty
Septic Approval Board of Health Well Water Potability Board of He th N
Permit from Conservation Commission Permit from CB Architecture Co ittee
Permit from Elm Street Commission Permit DPW Storm Water Manag ent
Demolition Delay
& I,'TJ0,0,0 II 3
Sig ture of Building O ficial 10 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.
Department use only
_ City of Northampton Status of Permit:
1 EE I\ /CD ' ing Department Curb Cut/Driveway Permit
C �/ C 2 2 Main Street Sewer/Septic Availability
Room 100 Water/Well Availability
OCT 3 0 orth mpton, MA 01060 Two Sets of Structural Plans
i
phone 4 3-5 7-1240 Fax 413-587-1272 Plot/Site Plans
DEPT. Other Specify
-
T
4
STR CT, 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
GA -IDr���� �d� Map�/ Lot ( / 1—<17 Unit
I oppyry !�(� �06 . Zone Overlay District
t
Elm St. District CB District
SECTION 2- PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Lees S Imo, On (3 rt Jge Q4.
Name(Print) Current Mailing Address:
a
Telephone
Signature
2.2 Authorized Agent:
,"eSX L4 '�o.AV-,N isf 010
Name(Print) Current Mailing Address:
Sign Telephone
SE TION 3- ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars) to be Official Use Only
com feted by permit applicant
1. Building I S coo (a) Building Permit Fee
2. Electrical 3 SSCO (b) Estimated Total Cost of
i Construction from 6
3. Plumbing Building Permit Fee
4. Mechanical (HVAC)
5. Fire Protection
6. Total = 0 +2 +3 +4 + 5) Check Number
This Section For Official Use Only
Building Permit Number: Date
Issued:
Signature: I63A
Building Commissioner/Inspector of Buildings Date
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
Building Department
Lot Size
Frontage
r w-
Setbacks Front
L ,
Side L: _ R: — L:__ R: �
Rear ----
Building Height
Bldg. Square Footage _
Open Space Footage
�r
(Lot area minus bldg&paved I
parking)
#of Parking Spaces
Fill: ._ <
volume&Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DONT KNOW C YES 0
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO 0 DON'T KNOW 0 YES Q
IF YES: enter Book ` Page and/or Document #
B. Does the site contain a brook, body of water or wetlands? NO C DON'T KNOW 0 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 0 NO W
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property ? YES Q NO
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 ® NO W
IF YES, then a Northampton Storm Water Management Permit from the DPW is required.
SECTION 5- DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing
Or Doors 0
Accessory Bldg. � Demolition ❑ New Signs [0] Decks [[] Siding [0] Other[O]
Brief Des cr�'Qtion of Proposed s-� i 1
Work: 1a - �,®�Ched Qo X aLi
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes _No
Plans Attached Roll -Sheet
6a. If New house and or addition to existing housing, complete the following:
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
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 AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Is ` V — ( c as Owner of the subject
property
hereby authorize CSSe I - !LN tMt �Y�
to act on my behalf, in all matters relative to work autorized by th-M building permit application.
* tj & \ () 11912 -/6
i
gnatur ' f Owner Date
13 �Cz• �s �'� / 1 as Owner/Authorized
Agent hereby deklare that the statem nts and information on the oregoing application are true and accurate, to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
itName r
Sign r of Owner/Ag Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder: ye55C ��I�XJ 0-" Li1 o
License Number
/a Lo/ /I l q
Address Expiratio6 Date
Si Telephone
9. Renistered Home Improvement Contractor: Not Applicable ❑
Z-1f ss t a+me fy l 7/ 9S.S-
Company Name �^ Registration Number
Address �l'J-0q-T(?// 7 Expirat n Dat
TelephonS��.J /
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...... ❑
11. - Home Owner Exemption
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 shau%e
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(a)
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 i
City of Northampton 212 Main Street, Northampton, MA 01060
Solid Waste Disposal Affidavit
In accordance of the provisions of MGL c 40, S54, I acknowledge that as
a condition of the building permit all debris resulting from the construction
activity governed by this Building Permit shall be disposed of in a properly
licensed solid waste disposal facility, as defined by MGL c 111 , S 150A.
Address of the work: Gc�+j9 .�-
The debris will be transported by: r-v
The debris will be received by:
Building permit number:
Name of Permit Applicant 4&ryzed -77e
�O /
Date Signa ure of Permit Applicant
The Commonwealth of Massachusetts
Department of Industrial Accidents
Office of Investigations
1 Congress Street, Suite 100
W�v
Boston,MA 02114-2017
www mass gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information M Please Print Legibly
Name(Business/Organization/Individual): J C SSe / l0`�TjCJ�12�
Address: ( LA 5
City/State/Zip: CLQ&B Phone#: �413-
Are you an employer?Check the appropriate box: Type of project(required):
1.❑ I am a employer with 4. ❑ I am a general contractor and I
ployees (full and/or part-time).* have hired the sub-contractors New construction
2X I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have S. ❑ Demolition
working for me in any capacity. employees and have workers q ❑ Building addition
[No workers' comp. insurance comp. insurance.
required.] 5. E] We are a corporation and its 10.[J Electrical repairs or additions
] officers have exercised their 11. Plumbing repairs or additions
3.❑ I am a homeowner doing all work ❑ g ep
myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs
insurance required.] t c. 152,§1(4),and we have no
employees. [No workers' 13.❑ Other La�A_- �9C
comp. insurance required.]
*Any applicantthat checks box#1 must also fill out the section below showing their workers'compensation policy information.
I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
$Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the subcontractors have employees,they must provide their workers'comp.policy number.
I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site
information.
Insurance Company Name:
Policy#or Self-ins. Lic.#: Expiration Date:
Job Site Address: City/State/Zip:
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification.
I do hereby certify under the pains.and penaeriury that the information provided above is true and correct.
Signature: Date: D /9
Phone#:
Official use only. Do not write in this area,to be completed by city or town official.
City or Town: Permit/License #
Issuing Authority(circle one):
1.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector
6.Other
Contact Person: Phone#:
DATE 08/29/19 PAGE 1
REQ.QUOTE DATE / / ORDER#
ORDER DATE / / QUOTE# 19083751B
DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI
DATE OF INVOICE / / CUSTOMER PO#
ORDERED BY Valerie Faille INVOICE#
UFP Belchertown, LLC TERWA
155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT Valerie Faille SALES.BkP_ Brian Tetreault
Phone:413-323-7247 Fax:413-323-5780
JOBSITE PHONE# (413)247-8314 SAtLES J4REA Massachusetts/
[Florence,
s-Hatfield JOB NAME:Montgomery/Smith LOT#,F SUBDIV-
t MODEL: TAG: JOB CATEGDRY: Residential
MA 01038 DELIVERY INSTRUCTIONS:
-8300
ery/Smith
SPECIAL INSTRUCTIONS:
MA
BY DATE
BUILDING DEPARTMENT OVERHANG INF HEEL HEIGHT 00-04-14 1 REQ.LAYOUTS REQ.ENGINEERING I QUOTE IMC 08/29/19
Roof Trusses
END CUT RETURN I NONE NONE LAYouT / /
PLUMB NO GABLE STUDS 24 IN.OC CUTTING MC 08/29/19
ROOF TRUSSES LOADING TCLL-TCDL-BOLL-BCDL STRESS INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.)
INFORMATION 35.0,15.0,0.0,10.0 1.15
PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB UNIT TOTAL
PLY ID SPAN SPAN TOP BOTLEFT RIGHT LEFT RIGHT PRICE PRICE
COMMON
11 8.00 0.00 T01 20-00-00 20-00-00 2 X 4 2 X 6 01-00-00 01-00-00
COMMON
2 8.00 0.001 T01GE 20-00-00 20-00-00 2 X 4 2 X 4 01-00-00 01-00-00
ROOF SUB-TOTAL:
ACCEPTED BY SELLER ACCEPTED BYBUYER SUB-TOTAL
PURCHASER:
BY: TITLE:
BY: ADDRESS:
TITLE:
DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL
Quote IS based on current design values at the Ime o quo e'(lumber, ar ware, etc).
Should any of these values change prior to completion of this project, UFP Belchertown,LLC
reserves the right to adjust the sell price accordingly_
QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING.
Sealed individual truss drawings are included in thepricing.
Sealed layouts, stamped bracing diagrams are,NOT included BUT can be provided for an additional charge.
Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the
agreed upon payment terms
`.t n
a., _.. '
Job Truss Truss Type Qty Ply 221 Job Scheme Used
19083751B T01 GE COMMON 2 1
Job Reference(optional)
UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Thu Aug 2912:18:16 Page:1
ID:sucLMp54NHDMJBT9K_IzZbyj01 A-WoSZGRORrLFbFnCpXbu4_xpc9polX8gxyE6?5xyj?gr
-1-0-0 � 10-0-0 20-0-0 2A4-o I
-0-0 10-0-0 10-0-0 L-o-O �L
4x4
7
6 8
12
8 r 31 32
5 30 33 9
1? O 4 10
m r`
3 11
2 12
1 13
3x4 5x6 3x4
Scale=1:44.3 L 20-0-0 L
i
Plate Offsets(X,Y): [18:0-3-0,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) n/a n/a 999 MT20 197/144
(Roof Snow=35.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a n/a 999
TCDL 15.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.00 12 n/a n/a
BCLL 0.0` Code IRC2015/TPI2014 Matrix-MS
BCDL 10.0 Weight:90 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Ri id ceilina directly applied or 10-0-0 oc bracing.
OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be
REACTIONS All bearings 20-0-0. installed during truss erection,in accordance with Stabilizer
(lb)- Max Horiz 2=-197(LC 9) 1 Installation guide.
Max Uplift All uplift 100(lb)or less at joint(s)14,15,16,17,19,20,21,
22,2,12
Max Grav All reactions 250(lb)or less at joint(s)14,15,18,21,22 except
16=260(LC 19),17=334(LC 19),19=334(LC 18),20=260(LC
18),2=267(LC 17),12=267(LC 17)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 6-19=-294/103,8-17=-294/101
NOTES
1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp C;Enclosed;MWFRS(envelope)exterior zone and C-C
Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-0-0,Exterior(2)7-0-0 to 13-0-0,Interior(1)13-0-0 to 18-0-0,Exterior(2)18-0-0 to 21-0-0 zone;C-C for members and forces 8
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult
qualified building designer as per ANSI/TPI 1.
3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1.10
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof five load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
6) All plates are 2x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
8) Gable studs spaced at 2-0-0 oc.
9) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,12,19,20,21,22,17,16,15,14,2,12.
11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
Job Truss Truss Type Qty Ply 221 Job Scheme Used
19083751B T01 COMMON 11 1
Job Reference(optional)
UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Thu Aug 29 12:18:16 Page:1
ID:sucLMp54NHDMJBT9K_I72byj01 A-WoSZGRORrLFbFnCpXbu4_xpVHpQfX64XyE6?5xyj?gr
-1-0-0 3-11-15 10-0-0 16-0-1 20-0-0 2t-0-0 I
0.0 311-15 6-0-1 6-0-1 3-11-15 -0-O 1
6x6
4
12
f— 21 22 7,7
8 20 23 ?.70
2x4 2x4
n
q 3 5
cb n
19 24
8-0-8
2 6
1I # 1 131
1 1015 16 9 17 188 7
44 3x8 MT18HS 5x12 3x8 4x4
5-9-10 14-2-6 20-0-0
Scale=1:45.2 5-9-10 B-4-12 5-9-10
Plate Offsets(X,Y): [4:0-3-7,0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.20 8-10 >999 240 MT20 197/144
(Roof Snow=35.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.31 8-10 >779 180 MT18HS 197/144
TCDL 15.0 Rep Stress Incr NO WB 0.26 Horz(CT) 0.03 6 n/a n/a
BCLL 0.0' Code IRC2015/TP12014 Matrix-MS
BCDL 10.0 Weight:90 Ib FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 4-6-4 oc purlins.
BOT CHORD 2x6 SPF No.2 BOT CHORD Ri id ceilina directly applied or 10-0-0 oc bracing.
WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be
REACTIONS (Ib/size) 2=1380/0-3-8,(min.0-2-5),6=1380/0-3-8,(min.0-2-5) installed during truss erection,in accordance with Stabilizer
Max Horiz 2=-197(LC 9) Installation guide.
Max Uplift 2=-100(LC 11),6=-100(LC 12)
Max Grav 2=1467(LC 21),6=1467(LC 22)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-19=-2339/75,3-19=-2205/90,3-20=-2187/102,20-21=-2045/105,4-21=-2041/122,4-22=2040/122,22-23=-2044/105,
5-23=-2185/102,5-24=-2203/90,6-24=-2337/75
BOT CHORD 2-10=-130/2039,10-15=0/1178,15-16=0/1178,9-16=0/1178,9-17=0/1178,17-18=0/1178,8-18=0/1178,6-8=0/1891
WEBS 4-8=-35/1111,4-10=-35/1112,5-8=-535/254,3-10=-535/254
NOTES
1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp C;Enclosed;MWFRS(envelope)exterior zone and C-C
Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-0-0,Exterior(2)7-0-0 to 13-0-0,Interior(1)13-0-0 to 18-0-0,Exterior(2)18-0-0 to 21-0-0 zone;C-C for members and forces 8
MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) All plates are MT20 plates unless otherwise indicated.
6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members,with BCDL=10.0psf.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint 2 and 100 Ib uplift at joint 6.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
LOAD CASE(S) Standard
1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15
Uniform Loads(Ib/ft)
Vert:2-15=-20,15-18=-40(F=-20),6-18=20,1-4=100,4-7=100
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