36-405 227 EMERSON WAY BP-2019-0320
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map-Block: 36-405 CITY OF NORTHAMPTON
Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category:New Single Family House BUILDING PERMIT
Permit# BP-2019-0320
Project# JS-2019-000522
Est.Cost: $680500.00
Fee: $2207.80 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: STEPHEN FERRARI 98877
Lot Size(sq_ft.): 41120.64 Owner. OAK RIDGE ROAD LLC C/O DOUGLAS KOHL
Zoning: Applicant. STEPHEN FERRARI
AT. 227 EMERSON WAY
Applicant Address: Phone: Insurance:
103 RYAN RD (413) 588-827.5-O
FLORENCEMA01062 ISSUED ON:9/21/2018 0:00:00
TO PERFORM THE FOLLOWING WORK.-NEW SINGLE FAMILY HOUSE - 2 STORIES,
ATTACHED GARAGE AND SCREENED PORCH
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 9/21/2018 0:00:00 $2207.80
212 Main Street,Phone(413)587-1240,Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2019-0320
APPLICANT/CONTACT PERSON STEPHE v FERR.`RI
ADDRESS/PHONE 103 RYAN RD FLORENCE (413)583-8975 Q
PROPERTY LOCATION 227 EMERSON WAY
MAP 36 PARCEL 405 001 ZONE
THIS SEC I'?ON F Cb' FICi'.1.. USE 'N1,Y:
PERM:' AP ICA 1 iON C KL „T
�� EIGL D REQUIRED DATE
ZONING FORM FILLED OUT 11
Fee Paid
Buildiniz Permit Filled out
Fee Paid
!ypeof Construction: NEW SINGLE F 1 4101 HOU-SJ?`-2 STORIES ATTACHED GARAGE AND
SCREENED PORCH
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Buildiniz Plans Included:
Owner/Statement or License 98877
3 sets of Plans/Plot Plan
THE F LLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INF MATION PRESENTED:
Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Demolition Delay
-- 1 9 �o
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.
Department use only
;art-r�r City of Northampton Status of Permit:
Building Department Curb Cut/Driveway Permit _
` 212 Main Street Sewer/Septic Availability ✓
[ Room 100 Water/Well Availability
Or Northampton, MA 01060 Two Sets of Structural Plans
`�. phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans
Other Specify
APPLICATION TO CONSTRUCT,ALTER REPAIR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION, V(ed V
1.1 Property Address: SEP 1 3 2016 This section to be completed by office
M p Lot Unit
227 Emerson Way, Florenc DEPT OF BUILDINGINSPECTIQNS
NonTF1AMPTON,MAo1o6�one Overlay District
Elm St. District CB District
SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Michael Miller&Christine Waters 1 182 South Schodack RD, Castleton NY 12033
NamePrint) Current Mailing Address:
/ � ;�� 315-882-2216
0�
Telephone
Signature
2.2 Authorized Agent: /�
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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 41,110 s.f 41,110 s.f.
Frontage 25' Flag Lot
Setbacks Front
Side L: R: L:41' R: '4+' �07
Rear
/09,
Building Height 27'
Bldg. Square Footage % 2846 7%
Open Space Footage % 35320 sf
(Lot area minus bldg&paved 86%
parking)
#of Parking Spaces 3
Fill:
volume&Location)
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DON'T KNOW ® YES O
IF YES, date issued: 8/11/2016
IF YES: Was the permit recorded at the Registry of Deeds?
NO ® DON'T KNOW ® YES O
IF YES: enter Book 128386 Page 45 and/or Document# 00017807
B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW ® YES
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained O Obtained 0 , Date Issued:
C. Do any signs exist on the property? YES O NO
IF YES, describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,grading, excavation, or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES 0 NO
IF YES,then a Northampton Storm Water Management Permit from the DPW is required.
IF
SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑✓ Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑
Or Doors E3
Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [M Siding [O] Other[0]
Brief Description of Proposed Construct a new single family two story residence with attached Garage and Screened Porch
Work:
Alteration of existing bedroom Yes No Adding new bedroom Yes x No
Attached Narrative Renovating unfinished basement Yes x No
Plans Attached Roll -Sheet
6a. If New house and or addition to existing housing, complete the following:
a. Use of building : One Family x Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms 3 1/2
c. Is there a garage attached? Yes
d. Proposed Square footage of new construction. 3165 Sf Dimensions
e. Number of stories? Two
f. Method of heating? Air Source Heat Pumps Fireplaces or Woodstoves No Number of each
g. Energy Conservation Compliance. Prelim.HERS Rating Masscheck Energy Compliance form attached?
h. Type of construction 5B
i. Is construction within 100 ft. of wetlands?,** Yes __X_No. Is construction within 100 yr. floodplain Yes X No
j. Depth of basement or cellar floor below finished grade
7'
k. Will building conform to the Building and Zoning regulations? X Yes No .
I. Septic Tank City Sewer X Private well City water Supply X
SECTION 7a -OWNER AUTHORIZATION -TO BE COMPLETED WHEN
OWNER,SI"AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I, c, ry l� S 7/IV L W 4 T E 1�-� , as Owner of the subject
property t�
hereby authorize
to act on mx behalf, in all matters relative to work authorized by this building permit application.
f ,. all. FYI <S W 1,6-
Signature of Owner Date
I, S7-r TJ7 C/U Fe- R A as Owner/Authorized
Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
S TE Pd-e-Ai f=ER A lQ T
Print Name
J
Signature of ner/ gent Date
SECTION 8 -CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor: Not Applicable ❑
Name of License Holder: Stephen Ferrari
License Number
103 Ryan Road, Florence, MA 01062 CS-098877
Addres Expiration Date
5/23/2019
Sign ture Telephone
413-588-8975
9. Registered Home Improvement Contractor: Not Applicable El
Company Name Registration Number
Address Expiration Date
Telephone
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...... ❑
T
T
MUNICIPAL SEWER AVAILABILITY APPLICATION
Northampton Streets Department
125 Locust Street
Northampton, MA 01060
413-587-1570
A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any
construction or connection activity associated with this application.
Location: 22� 1 Emerson Way
Date of Inquiry: 08/30/18
Inquirer with contact info: Steve Ferrari 413-588-8975
Reason for Request: New Construction single family house
Municipal Sewer Main in Front of Location: Yes V/ No
Size of Sewer Main: Material: Age:
Depth of Sewer Main:
Length of Sewer Main:
Size of Service Connection:
Type of Service Connection:
Domestic Tie In: ($1,250) Subdivision Tie In : ($2,500)
Tie-in to Private Sanitary: " $ - N/A Tie-in to Existing Sanitary Service: $ - N/A
Comments:
City Requires 6" cleanout installed at City Property Line
Note:if this availability is for new construction,this form must be hand delivered to Building Inspector.
A corresponding"sewer entrance fee" shall be paid prior to making any connection to the
municipal sewer system.Arrangements of such installation shall be made with the Northampton
Streets Department with a minimum of 5 working days notificaiton. All work shall conform to
Northampton Streets Department specifications.
r4�Z___ �frDate: E1
Sewer Dept. Foreman
Sewer Entry$ 14/1,
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MUNICIPAL WATER AVAILABILITY APPLICATION
Northampton Water Department
237 Prospect St.
Northampton, MA 01060
413-587-1097
A Department of Public Works Trench Permit shall be required prior to any construction or
connection activity ass XVated with this application.
Location: 7;104Emerson Way
Inquiry Made By: Steve Ferrari 413-588-8975
(Name) (Telephone Number)
Date of Inquiry: 8/30/2018 Fire Line Irrigation Domestic X
Number of Units: 1 Type of Units: Type of Ownership:
Single Family X Private
Apartments Condo
Multi-Family Rental
Commercial
(Applicant to fill out the above)
Municipal Water Main in Front of Location: Yes X No
Existing service to site? Yes No
Size of Water Main: _� Material: Dr Age: 114
Approximate Static Street Pressure: ti '7V PS! Flow Test Conducted: Yes No
(If flow test conducted attach results)
Size of Service Connection: � Suggested Meter Size:
yl
Comments: The Water Department cannot guarantee adequate water pressure during
peak demand times at elevations above 320'
r'i✓n a s A Sys of
- A corresponding water enterance fee shall be paid prior to making any connection to the municipal
water system.
-Arrangement of such installation shall be made with the Northampton Water Department within a
minimum of 5 working days notification.
-All work shall conform to Northampton Water Department specifications.
(Water Superintendent) (Date)
Water Entry ($1,250) Domestic Meter _ $ Y50 Radio Read X $150
_ ($2,500) Subdivision (fee to be determined)
(Includes fire line if required)
cc: City of Northampton Building Dept./Commissioner
NOTE: If this availablitiy is for a new construction,it must be hand delivered to the Building
Inspector
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Commonwealth of Massachusetts
Division of Professional Licensure
Board of Building Regulations and Standards
Const; 46AOgrvisor
f
CS-098877 Up ires: 05/23/2019
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STEPHEN E FERRA
103 RYAN RD---
FLORENCE
D'sFLORENCE MAVII, �C
'�'n�ss-r3���s
Commissioner CL
Building Permit Application Document Index-CD
227 Emerson Way, Florence
September 10,2018
Hard Copy
File Name Description #of Pages,Size Provided
1 227 Emerson Way BP Application Completed Building Permit Application 4 pages, letter yes
2 Sewer&Water Availabilty Notices 2 pages, letter yes
3 Miller-Waters Permit Plan Set 9-1-18 Building Plan Set 15 pages 36 x 24 yes
4 Garage Roof Trusses RK Miles 7-30-18 Roof Truss Detail Dwgs, UFP dated 7-25-18 3 pages, letter yes
5 227 Emerson Way Thermal Insulation Table Summay of R Values for Building Components 2 pages, letter yes
6 Insurance Affidavit-Steve Ferrari Signed Insurance Affidavit for Steve Ferrari 1 page, letter yes
7 B.P.fee calculator 1 page, letter yes
8 Construction Debris Affidavit 1 page, letter yes
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DATE 07/26/18 PAGE 1
REQ,QUOTE DATE / 1 ORDER#
ORDER DATE I I QUOTE# 18073171B
DELIVERY DATE / I CUSTOMER ACCT# LMCWRKMI
L
DATE OF INVOICE / / CUSTOMER PO#
ORDERED BY Wayne Helms INVOICE#
UFP Belchertown, LLC TERMS
155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT Wayne Helms SALES REP Brian Tetreault
Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# (413)247-8314 SALES AREA Massachusetts/
s
R.K.Miles-Hatfield JOB NAME:Miller waters Garage LOT# SUBDIV:
L 24 West St MODEL: TAG: JOB CATEGORY: Residential
T Hatfield,MA 01038 DELIVERY INSTRUCTIONS:
° (413)247-8300
d Miller waters Garage
I
SPECIAL INSTRUCTIONS:
227 Emerson way
T Northampton,MA
BY DATE
BUILDING DEPARTMENTi OVERHANG INFD1 HEEL HEIGHT 00-00-0o REQ.LAYOUTS REQ.ENGINEERING QUOTE I J03 07/25/18
Roof Trusses END CUTI RETURN I NONE I LAYOUT I I / /
PLUMB I NO I GABLE STUDS 24 IN.OC I , JOBSITE i 11 CUTTING I J03 07/25/18
ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS;NCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYPJ
INFORMATION 35.0,15.0,0.0,10.0 1.00
PROFILE QTY PITCH TYPE BASE O/A ILUMBERI OVERHANG CANTILEVER I STUB UNIT TOTAL
PLY ID SPAN SPAN I TOP BOT I LEFT RIGHT LEFT RIGHT PRICE PRICE
DUAL PITCH i I
15 8.001 0.00! T01 1 26.00-00 ; 26-00-00 2 X 6'2 X 4101.07-15 01-07-15 I _
— DUAL PITC
2_ 8.0011 0.001 _T01GE 26-00-00 26-00-OQ 2 X 6 2 X 4101.00-00 01-00.00
ROOF SUB-TOTAL:
ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL
PURCHASER: ----- --
- --- –
BY:_ TITLE_ !
BY: ADDRESS:
I
TITLE_ ---
DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL
Quote is based on current design values at the time of quote(lumber, EWP, hardware,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 the pricing.
Sealed layouts, stamped bracing diagrams are NOT included BUT can be provided for an additional charge.
0
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$ 1
Job Truss Truss Type Qty Ply
180731718 T01 DUAL PITCH 15 1
Job Reference(optional)
A Universal Forest Products Company,UFP Run:8.21 S Apr 22 2018 Print:8.210 S Apr 22 2018 MiTek Industries,Inc.Thu Jul 26 16:30:20 Page:1
ID:yufZi942zpNJUoRYoacA44yuUQw-DmzjkhkslXeoGgslgH6EFKiA9_c6TfYedgLjT4yu9AX
_14-11. 5.1 [ 1 6-t0 I 17.1•12 I 6.0.0 [ 27.7.14
1 12 5.0.1 � X0.4 r-1T•1�
6x10
4
T2 22 5x6
21 5
a�
15.5
3x6 3x4
i
20
23
2 \ 7
1 0.614 6S
i 13 12 11 10 9
4x4 2x4 3x4 3x4 4x4 2x4 4x4
-1�- 3 z I 15.4-14 I X20-4-15
Scale=1:58.7 �� 55--
Plate Offsets(X,Y): [4:0-5-15.0-3-0]
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.52 Vart(LL) -0.09 9-10 >999 240 MT20 1971144
(Roof Snow=35.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.17 9-10 >999 180
TCDL 15.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.07 7 n/a nla
BCLL 0.0' Code IRC2015fTP12014 Matrix-MS
BCDL 10.0 Weight:128 lb FT=4%
LUMBER BRACING
TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Ri id ceilino 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=1739/0-5-8,(min.0-2-12),7=1735/0-5-8,(min.0-2-12) installed during truss erection,in accordance with Stabilizer
Max Horiz 2=237(LC 9) 1 Installation guide.
Max Uplift 2=231(LC 11),7=-274(LC 12)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-20=2285/272,3-20=-2136/298,3-21=-17771300,4-21=16411317,4-22=-2073/395,5-22=-2085/381,5-6=-22571367,
6-23=-2790/373,7-23=-28171342
BOT CHORD 2-13=-230/1777,12-13=-23011777,11-12=-66/1371.10-11=-66/1371,9-10=-247/2360,7-9=-222/2434
WEBS 3-12=-660/206,4-12=731497,4-10=-2301993,6-10=8831295
NOTES
1) Wnd: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)-1-9-7 to 1-2-9,Interior(1)1-2-9 to 7-6-10,Exterior(2)7-6-10 to 10-6-10,Interior(1)13-6-10 to 24-9-1 zone;C-C for members and forces&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 II;Exp C;Partially Exp.;Ct=1.1
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) '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.
6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 231 Ib uplift at joint 2 and 274 lb uplift atjoint 7.
7) 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
i
6
Job Truss Truss Type Qty Ply
18073171 B T01Ge DUAL PITCH 2 1 Job Reference(optional)
A Universal Forest Products Company,UFP Run:8.21S Apr 22 2018 Print:8.210 S Apr 22 2018 MiTek Industries,Inc.Thu Jul 26 16:30:20 Page:i
ID:yufZi942zpNJUoRYoacA44yuUQw-DmzjkhkslXeoGgslgH6EFKiFQ ICTkvedgljT4yu9AX
•1-11.0 10.6.70
2% 7-
t-11.0 to•6.10 1.0
Sx6
7
B
6 T 32 4x6
31 9 10
8r-
30
r36 2
4
S{
13
'a T3
3 14
29 33
2 15
,4 �\ 16
3x4 3x4 3x4
26-M
Scale=1:57.4
Plate Offsets(X,Y):[7:0-2-4,0-3-41
Loading (psf) Spacing 2-0.0 CSI DEFL in (loc) I/deft Ud PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n1a n/a 999 MT20 197/144
(Roof Snow=35,0) Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999
TCDL 15.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 15 n/a n/a
BCLL 0.0' Code IRC2015ITP12014 Matrix-S
BCDL 10,0 Weight:140 Ib FT=4%
LUMBER BRACING
TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins.
BOT CHORD 2x4 SPF No.2 BOT CHORD Ri id ceilino 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 26-0-0. installed during truss erection,in accordance with Stabilizer
(lb)-Max Horiz 2=-237(LC 9) Installation guide.
Max Uplift All uplift 100(lb)or less at joint(s)2,15,17,18,19,20,21,23,
25,26,27,28
Max Grav All reactions 250(lb)or less at joint(s)18,19,20,24,28 except
2=495(LC 17),15=472(LC 17),17=328(LC 19),21=289(LC
19),23=318(LC 19),25=354(LC 18),26=330(LC 18),27=260
(LC 18)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
WEBS 6-25=-314190,5-26=-289/107,8-23=-277;66,14-17=-2661115
NOTES
1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;SC DL=S.Opsf;h=24ft;Cat.0;Exp C:enclosed;MWFRS(envelope)exterior zone and C-C
Exterior(2)-1-9-7 to 1-2-9,Interior(1)1-2-9 to 7-6-10,Exterior(2)7-6-10 to 10-6-10,Interior(1)13-6-10 to 24-9-1 zone;C-C for members and forces&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 ANSUTPI 1.
3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) 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.
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)2,15,25,26,27,26.23,21,20,19,18,17.
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
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Miller Waters Residence
227 Emerson Way,Florence
Building Component Thermal Insulation Values
9/10/2018
Insulation R
Building Component Insulation Type R/inch Value
Shed Roofs
Closed&Open Cell Urethane Foam in 14" Rafter Bays
Closed Cell Effective Depth 51/2" 7 38.5
open Cell Effective Depth 71/2" 4 30
Assembly Nom. Insulation R Value: 68.5
Flat Ceiling Above Entry
Closed Cell Urethaane 2"above GWB Ceiling 7 14
Loose Blown Cellulose 16" deep 3.4 54.4
Assembly Nom. Insulation R Value: 68.4
Main Exterior Walls
Double Stud Wall 2x6 outer and 2x4 inner walls overall width 12"
Dense Pac Cellulose 12" 3.4 40.8
Assembly Nom. Insulation R Valuue:]E 40.8
Rim Band
6"Closed Cell Urethane on Rim Board 7 42
Assembly Nom. Insulation R Value: 42
Foundation Concrete Walls
2 1/2" Dow'Thermax'Rigid Foam 6.5 16.25
Assembly Nom. Insulation R Value: 16.25
Foundation Concrete Walls at View Out and Walk Out Wall Areas
1/2"XEPS Rigid Foam against Concrete 5 2.5
3 1/2" Rock Wool Bat in 2x4 Wall Cavity 4.28 15
Assembly Nom. Insulation R Value: 17.5
Wood Framed Portions of Basement View Out&Walk Out Walls
Double Stud Wall 2x6 outer and 2x4 inner walls overall width 12"
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Dense Pac Cellulose 12" � � 3.4 40.8
Assembly Nom.Insulation R Value: 40.8
Basement Slab _
2"XEPS Rigid Foam under Slab 5 10
Assembly Nom.Insulation R Value: 10
Windows _
Accurate Dorwin Triple Glazed Casement,Awning and Fixed
Mean Unit Overall R Value 5.88
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The Commonwealth of Massachusetts
FEZ
r Department of Industrial Accidents
I Congress Street, Suite 100
Boston,MA 02114-2017
www.mass.gov/dia
NVorkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers.
TO BE FILED WITH THE PERMITTING AUTHORITY.
Applicant Information Please Print Leeibly
Name (Business/Organization/Individual): Steve Ferrari, FCM Smart Build
Address: 103 Ryan Road
City/State/Zip:Florence, MA 01062 Phone #: 413-588-8975
Are you an employer?Check the appropriate box: Type of project(required):
1.[]1 am a employer with employees(full and/or part-time).* 7. 0 New construction
2.K1 am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling
any capacity.[No workers'comp.insurance required.]
9. ❑Demolition
3.❑1 am a homeowner doing all work myself.[No workers'comp.insurance required.]'
10❑Building addition
4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. 1 will
ensure that all contractors either have workers'compensation insurance or are sole 1 I.❑Electrical repairs or additions
proprietors with no employees. 12.❑Plumbing repairs or additions
5.❑1 am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs
These sub-contractors have employees and have workers'comp.insurance.*
6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[:]Other
152,§1(4),and we have no employees.[No workers'comp.insurance required.]
Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t 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 sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy 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 MGL c. 152,§25A is a criminal violation punishable by 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.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 perms of perjury that the information provided above is t ue and correct.
Signature: Date: 1 /
Phone#: 413-588- 75
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#:
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: 227 Emerson Way, Florence
The debris will be transported by: J & J and Son, Williamsburg, MA
The debris will be received by: Valley Recycling, Northampton
Building permit number:
Name of Permit Applicant Steve Ferrari
Date Signature of Permit Applicant
i
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City of Northampton
Massachusetts
DEPARTMENT OF BUILDING INSPECTIONS
212 Main Street • Municipal Building
Northampton, MA 01060 .............
Fee Calculator for Residential Properties
Location 227 Emerson Way, Florence
Square Footage Amount
Basement @ .20 2015 sf 403.00
1 ST Floor @ .50 2015 sf 1007.50
2nd Floor @ .50 1149 sf 574.50
% Floors, Finish Attic, Garage @ .20 826 sf 165.20
Deck / Porches @ .20 288 sf 57.60
Total $2207.80
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