17D-050 (2) ''etl Wtth 0�' ��■
r,
RSSTm Rugged Structural Screws: Ideal for anywhere you would use a traditional lag screw and
more,without pre-drilling. High tensile torque and shear strength means a 5/16" diameter RSST"'
screw has the same strength as a 1/2" lag screw. Available from#10 up to 3/8"diameters in lengths D�o
from 1-1/2"to 16". Approved for use in all applications that include treated lumber. Also available
in PHEINOXTM Stainless Steel, RSSTM JTS used for joists and trusses, RSSTm LPS for structural
insulated panel systems and RSSTm LTF designed for log home and timber frames.
FASTENER OVERALL LENGTH OF MINOR SHANK OUTSIDE ALLOWABLE STEEL STRENGTH
DESIGNATION LENGTH' THREAD THREAD DIAMETER' THREAD
(inches) (inches) DIAMETER' (inches) DIAMETER Bending Tensile Shear
(inches) (inches) Yield (psi) (psi)
Strength [pounds] [pounds]
Fyb(Psi)
1/4 x 2 1/2'"_ 23/8 1 1/2
74 x 3 1/8" 31/8 2 0.150 0.169 0.239 170,427 188,301 127,792
1/4 x 31/2" 31/2 2 3/8 [3,336] [2,264]
5/16 x 2 1 12" 23/8 1 1/2
5/16 x 2 3/4" 23/4 13/4
5/16 x 3 118" 31/8 21/8
5/16 x 31/2" 3 112 2 112 0.174 0.199 0.280 190,920 178,051 123,592
5/16 x 4" 3 718 23/4
[4,247] [2,948]
5116 x 5 118" 5 31/2
5/16 x 6" 57/8 37/8
3/8 x 3 118" 31/8 2118
3/8 x 4" 37/8 23/4
3/8'x 5 1/8" 51/8 31/2
318 x 6" 5 718 4
3/8 x 7 1/4" 7 41/2 203,809 129,305
3/8'x 8" 7 7/8 4 3/8 0.191 0.223 0.310 178,080
[5,824] [3,695]
3/8 x 10" 93/4 5
3/8 x 12" 117/8 57/8
3/8'x 14118" 141/8 57/8
3/8 x 16" 155/8 53/4
0. 114 x 8" 77/8 27/8 0.152 0.172 0.238 172,620 172,950 109,635
[3,155] [2,000]
3/8 x 8" 77/8 37/8 179,390 114,525
H 3/8',x 10" 97/8 37/8 0.191 0.220 0.310 167,580
3/8'x_12 113/4 37/8
[5,144] [3,284]
1/4 x 21/2" 2 318 1 1/2 0.152 0.170 0.237 111,460 103,799 90,260
[1,886] [1,640]
O 5/16 x 21/2" 23/8 15/8
z 5/16 x 3 1/8" 3 118 21/8
W 104,767 86,880
= 5/16 x 4" 3 718 21/2 0.171 0.195 0.276 118,360
tt 5/16 x 5 1/8" 51/8 33/8 [2,419] [2,006]
5/16 x 6 57/8 3 718
1/4 x 3 3/8" 3 318 13/8
1 1/4 x 5" 5 1 5/8 0.153 0.173 0.240 226,373 180,999 126,131
1/4'x 6 3/4" 1 6 314 1 1/2 [3,312] [2,308]
For SI: 1 inch=25.4 mm;1 psi=6.9 kPa. ULTIMATE LOAD VALUES TENSILE AND SHEAR
DRIVE WITH SPEED, QUALITY& CONFIDENCE
OherGrade" WWW.GRKFASTENERS.COM
800.263.0463
`1
Tm Rugged Structural Screws
Speedy lag bolt alternative with immense drawing power
EA
r
E.
4
UberGradeTM
1 Zero Stripping, with 6 points of contact
° Code Approved for
Structural Application
Enlarges hole to reduce splitting
Case Hardened Steel
High Tensile, Torque and
Low torque, smoother drive Shear Strength
ClimatekTm Coating is AC257 Code
No pre-drilling, Approved for use in Treated Lumber
• faster penatration Equivalent Strength yet twice the
Installation Speed of fraditronal Lag
Screws or Lag_Bolts
� , -
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Dimensions
P
Typ.y< SBB 300 Ptus ;5BB400 Ptos SBB 600 Ptus
A Height of unit wlinsu l anon inlmm 66.1/1679 71.711848 683/1735
0 Height of unit without insu:atia n in Inn m 63.3/1609 70.111781 65.711670
c Height of well for temp,sensor inlmm 46.4/1179 48.7/1738 46.911192
D Heig ht th er m o meter in/mm 41.1/1045 43.011093 41.5/1055
E Height spare part _in/mm 40.311025 41.01078 40.9/1040
F Height of well for temp.sensor _ trim. 21.91557 22.01560 23A1595
G Height in5p¢(till flange _ in/mm 14.4,'365 14.41367 15.91405
N Height cold walerfeed iOrnm 2.9173 2.6165 2.0/50
I Height solar cold feed in/mm 11.01280 11.11282 10.91277
1_Heigh Solar hot return in/mm 34.01865 34.1/867 33.9/862
K Height healerhot hot le r re t u rn iorn. 38.41975 44.5!1130 42.9/1089
L Heigh[ci rcul at ion port in/mm 52.7/1339 63.011600 512/1453
2 M Height cold boderfeed in/mm 52.7/1339 63.011600 57.2/1453
= V N Overall height in/mm 67.0811704 73.7411873 69.2911760
0 Width without thermal Insulation in/mm 21.65/550 23062/600 29.52/750
P Width with thermal nsulatian inlmm 27.55/700 29.521750 36.221920
Y
17 12 1
10
11 2
Pressure Drop Curve for SBB Tanks 3
20 ._._. ._.._. ._._ _..... ___. _... ____. ____. ......... _. SGB 4ro BofWm HX 10
a 16 ..... ... __ .... _. 9
14 z
_ ___
a
- 588 300 Bottam NX $
m12 .... .._ ..... __ ... . ...... ...... ......._.�� ......... _.... ... SBB 3a0 Top HX 6
w.
r 7
N r
10 __ ___ ____. ..._._... .......... ... __._... __..... _._ __._ _..188600 Top HX
- - - i Sacrificial anode indicator
a ___ 2 Thermometer
3 Well for temperature sensor(boiler)
6 -.........-. - -- --- ----- ---- --- - ✓sea 66a Bottom HX 4 Well for temperature sensor lsolar)
5 Clean-out port
6 Foam insulation
2 ✓ p Cold water inlet
8
a Heat exchanger ports
o _._ ....._........_., - __,_.._........._.. lower loop(solar)
a 2 , 6 s 10 12 < 9 Lower exchanger coil(solar)
Flow Rate(GPM) 10 Heat exchanger ports 'g
upper loop(boiler)
11 Upper exchanger coil(boiler)
12 Hot water outlet
E
Specification
Tank shall be constructed of steel with porcelain enamel coating on all surfaces in contact with DHW.Tank shall be insulated with ure-
thane foam insulation 2.95 in. (70 mm.)thick to R-21 with an ABS outer casing cover. Standby heat loss shall be between 1.9 and 2.9 kWh
(6,500-10,000 BTU) per 24 hours.Tank shall be delivered wrapped in plastic on a one-way pallet.Tank shall have been pressure tested to
217 PSA/15 bar and the maximum operating pressure shall be 150 PSI/10 bar.Tank shall be ETL certified in USA and Canada to IAS U.S. -
Requirements for Indirect Fired Water Heaters For Use With External Heat Source. No 1-91, Dated June 6, 1992.Tank shall be equipped _
with welded steel plain-ended pipe heat exchangers, hot water corrosion protection via special enamel coating and magnesium sacri-
ficial anode,three immersion sleeves for housing of temperature probe and thermometer, circulation socket, inspection/cleaning port
on
with cover. -
Engineer/Architect...... ... _ _. Date _
Job Name/Customer . ._ .................. ......... . ...... __...... . Location .._.__ ..................._ ........
Contractor . _ ..__..___ Representative
Qty Volume
SBB model _ ..............
L ELTRON 17 West St.,W.Hatfield,MA 01088 800.582.8423 413.247.3380'fax 413.247.3369'info @stiebel-eltron-usa.com?www.stiebei-eltron-usa.com
STIEBELELTRON
Simply ENGINEERING SPECIFICATION SHEET e
SBB Indirectly Fired Water Heater Tanks
Features
Heavy gauge steel with porcelain enamel coating
Superb quality with long service life •
n Fitted with one or two large heat exchangers
u Sacrificial anode rod
Up to 3" R-21 urethane foam insulation for low standby heat loss
u Large clean out port for ease of maintenance
10-year warranty ' I •
Left to right
SBB 300
SBB 400
SBB 600 Plus
ModeLs & Specifications
SBB 300 S SBB 400 S SBB 300 Plus SBB 400 Plus SBB 600 Plus
Item Number 221219 221222 187873 187874 187875
Contents
Storage Capacity 82.5 gal/3051 110.8 gal/4111 80.6 gal 3051 108.6 gal/4111 162.9 gal/617 1
Volume of heat exchanger,top NA NA 1.9 gal/7.31 2.2 gal/8.21 2.5 gal 19.61
Volume of heat exchanger,bottom 2.7 gal/10.11 2.9 gal/11.31 2.7 gal/10.1 1 2.9 gal!11.3 1 3.5 gal/13.2 1
Pressure
Working pressure 150 PSI/10 bar 150 PSI/10 bar 150 PSI/10 bar 150 PSI 110 bar 150 PSI/to bar
Tested to pressure 217 PSI/15 bar 217 PSI/15 bar 217 PSI/15 bar 217 PSI 115 bar 217 PSI/15 bar
Max.pressure of upper loop NA NA 150 PSI/10 bar 150 PSI/to bar 150 PSI/to bar z
3
Temperature
Max.temperature of lower loop 266 IF/130°C 266 IF 1130°C 266 IF/130°C 266 IF/130°C 266 IF/130°C
Max temperature of upper loop NA NA 266 IF/130°C 266 IF/130°C 266 IF 1130°C E
Heat exchanger =
Surface area heat exchanger top NA NA 1,705 sq.in 11.1 m2 2,015 sq.in 11.3 m2 2.945 sq.in/1.9 m2 _
Surface area heat exchanger bottom 2,325 sq.in!1.5 m2 2,635 sq.in 11.7 m2 2,325 sq.in/1.5 m2 2,635 sq.in/1.7 m2 3,875 sq.in/2.5 m2
Output rating heat exchanger top NA NA 111,000 BTU/hr/32 kW 128,000 BTU/hr/33 kW 182,000 BTU/hr/53 kW
Output rating heat exchanger bottom 150,000 BTU/hr 144 kW 164,000 BTU/hr/48 kW 150,000 BTU/hr/44 kW 164,000 BTU/hr/48 kW 242,000 BTU/hr/71 kW
Weights
Tank weight empty 292 lb/133 kg 371 Ib/169 kg 339 lb/154 kg 412 1/187 kg 544 lb 1247 kg -
Tank weight full 988 Lb 1448 kg 1304 lb 1591 kg 1051 lb/477 kg 136216 1618 kg 195516!887 kg
Other
Standby losses in 24 hours 6500 BTU 11.9 kWh 7500 BTU/2.2 kWh 6500 BTU/1.9 kWh 7500 BTU/2.2 kWh 10000 BTU/2.9 kWh
Cold/hot water connection 1"copper pipe via adapter -
Dimensions -
Height with insulation 66 3/32 in/1,679 mm 72 11/16 in 11,848 mm 66 3/32 in/1,679 mm 72 11/16 in/1,848 mm 68 5/16 in/1,735 mm
Width with insulation 27 9/16 in 1700 mm 291/2 in 1750 mm 27 9/16 in/700 mm 291/2 in/750 mm 361/4 in/920 mm
Width of insulation 3 in/75 mm 3 in/75 mm 3 in/75 mm 3 in/75 mm 3 11/32 in/85 mm
*Insulation is partially removable to reduce width to 31.5"for clearance purposes
SBB tanks are ETL certified in US
Land Canada to IAS U.S.Requirements ISO 9001
C I uS for Indirect Fired Water Heaters
CERTIFIED
=
m° For Use With External Heat Source.
Intertek No 1-91,Dated June 6,1992
STIEBEL ELTRON 17 West St.,W.Hatfield,MA 01088'`800.582.8423 413.247.3380 fax 413.247.3369 info @stiebel-eltron-usa.com www.stiebei-eltron-usa.com
Sol 27 Premium:
Proven Technology Meets Modern Design
i
Technical SAP IS0 9001 IS0 9806
.,. ;,.1
C US CERTIFIED COMPLIANT
SOL 27 Premium S SOL 27 Premium IN
Item no. 230016 230017
Type Vertical Horizontal
Height 85.5"/2171 mm 46.1"/1171 mm
Width 46,1"/1171 mm 85.5"12171 mm'
Depth 3.8"/96 mm 3.8"/96 mm
Weight 88.21bs/40 kg 89.3 lbs/40.5 kg
Casing material Aluminum,corrosion resistant Aluminum,corrosion resistant
Glass cover ESG ESG
Glass thickness 0.125"/3.2 mm 0.125"/3.2 mm
Thermal insulation thickness i 2"/50 mm 2'150 mm
Thermal insulation material Mineral wool,low outgassing,WLG 040 Mineral wool,low outgassing,WLG 040
Collector connection 22 mm plug-in connector 22 mm plug-in connector
Max.idle temperature <410°F/<210°c <410°F/<210%
Min.operating pressure 50.75 psi/0.35 MPa 50.75 psi/0.35,MPa
Max.permissible pressure 87 psi/0.6 MPa 87 psi/0.6 MPa
Pressure drop at 300 A 0.51 psi 0.0035 MPa 0.51 psi 10.0035.Mpa
Test pressure 247 psi/1.7 MPa 247 psi%1.7 MPa
Test medium: Water(at the factory) Water(at the factory)
Heat transfer medium DowFrost DowFrost
Fill level,heat transfer medium: 0.4 gal/1.51 0.48 gal/1.83 1
Nominal volume flow 13-80 gal/hr/50-300 1/hr 13-80 gal/hr/50-300 1/hr
Angle of inclination 200-850 200-850
Total area 27.34 ft,/2.54 m- 27.34 W/2.54 m�
Aperture area 25.73 ft/2.39 m� 25.73 W/2.39 rn'
Absorber area 25.62 fv/2.38 m' 25.62 fv/2.38 m
Absorber Aluminum,highly selective coating,' Aluminum,highly selective coating,
copper pipes,laser welded copper pipes,laser welded
Gasket EPDM EPDM
Conversion factor qo 0.82 0.83
Effective heat transfer coefficient al 3.46 w i(m K) 3.46 w i(m K)
Effective heat transfer coefficient a2 0.0153 W/(m*) 0.0153 w/im,K'l
Absorption level a 95%,±2% 95%,±2%
Emission level a 5%,t1% 5%,t1%
Collector yield >525/kWh/(ml p.a.) >525/kwh/(m�p.a.)
Performance subject to global solar radiation levels,installation conditions,heat transfer medium temperature and system characteristics.
STIEBEL ELTRON FAMILY OF ENERGY SAVING PRODUCTS
HOT WATER SOLUTIONS RENEWABLE ENERGY
Efficient tankless �w t!I V �I Highest ENERGY STAR
electric water heaters DHC Tempra rated air-source heat
Point-of-use Whole House Accelera-300 pump water heater
Tankless Tankless Heat Pump
Water Heater
Distributed by: 5tiebel Eltron's plant in
Holzminden,Germany,
5tiebel Eltron has been a world leader STIEBEL ELTRON
in the development of advanced water 17 West Street
heating technology for over 80 years. West Hatfield,MA 01088
Our pursuit of engineering excellence
and high-quality manufacturing results rou FREE 800.582.8423
in products fulfilling the highest expec PHONE 413.247.3380
tations of performance and reliability. FAx413.247.3369
advan our continuous pra::ess of eilan eewit and otife.cgi:al info @stiebel-eltron-usa.eom
31 an..�ment soar i-.ati.ns may 'ia�g without nntir� They are...5imply the best.
y c:'
Pn rted an recycl l rh.lurine fr:epap r.aM soy-La e.d inks. "47 5,2014 www.stiebei-eltron-usa.com
Simple and Proven Effective:
STIEBEL ELTRON
Solar Thermal. Heat & Hot Water
C cl�-S
OG-100 CERTIFIED
GSA F 378
ISO 9001 ISO 980b �
CERTIFIED COMPLIANT
Precision o-ring plumbing connections
make installation quick and easy.
No tools are'',required.
See
Advantages include:
Architecturally compatible The SOL 27 Premium A highly effective design Stiebel Eltron uses only
is available in both vertical (SOL 27 Premium S) the most durable materials. The SOL 27 Premium
and horizontal (SOL 27 Premium W) configurations is the culmination of over 40 years of experience in
to accommodate a variety of architectural and solar thermal manufacturing. The SOL 27 Premium's
engineering needs. Its low 3" profile makes it 10 year warranty is a testament to the confidence
visually less obtrusive. we have in our products.
A lasting and reliable investment in energy Installation time is minimized The large panel
savings The SOL 27 Premium is a highly efficient size and the availability of a full complement of
solar thermal collector. The net absorber surface custom designed mounting accessories minimize
of over 25 square feet helps result in a maximum installation costs. The plumbing connection from
output of 31,300 btu/day per panel (SRCC clear day collector to collector does not require the use of
rating). The SOL 27 Premium also offers features tools.
such as a highly selective absorber coating,
low-iron, tempered solar glazing, and very effective
insulation around the absorber plate. The internal
fluid tubes are copper and the absorber plate is
aluminum.
Tax Credits and other incentives Please consult our website. The
SOL 27 Premium is eligible for a 30%federal tax credit on the total
rns product cerrred by me Stiebel Eltron Clear Da
cost of materials and labor,with no upper limit,as well as any state 501erRa,eoaCe,td,eton 17 West Street y
•iSVt�� no FseC.ls?i9 Cieene�e Roed West Hatfield,MA 01088 Rating in
or local tax or rebate incentives that may apply. Federal tax credit is X32„ 8;5.2 Model No.:Sol 27 Premium W Category C
ww.-ier-rauny crg Gross Area 2.55 m=(27.4 ft� 9.2 kWh/day
not available for systems that heat swimming pools or hot tubs. SRCCDoN .ntOG-100 Serial Number: 31.3 KBtu/day
System must be installed in primary residence.
Proven Technology Meets Modern Design
The SOL 27 Premium is ideal for: ,SAVE
WATER
MONEY
a Residential domestic hot water
a Radiant in-floor space heating
Commercial water heating
5
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The SOS 27 Premium's SOL 27 Premium w
modern appearance
seamlessLy integrates
with any architecture.
X M
SOL 27 Premium S
a
w`
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9
Versatile mounting
rack kits make every
installation easy!
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Simply the Best
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Vreeland Design Associates
An integrative approach to design, engineering and site planning
Date: November 12, 2015
Re: James Roberts, 96 Straw Ave, Florence, MA: Structural assessment and reinforcement
detail of existing roof to support proposed PV and Thermal solar panel arrays.
On 10/22/15 we conducted a site visit and investigated the existing roof framing in the area of the
proposed PV and thermal solar panel arrays. The 2-story, 28'x 44' hipped roof house was
constructed in 1927. The rafters are full dimension 2x6 at 24" on-center spanning 13'-8" with a 7/12
roof slope. The hip rafters are full dimension 2x8 and span approximately 19'. Full dimension 2x6
attic floor joists, at 16" on-center, spanning 14', are attached to full dimension 2x4 exterior wall
studs and supported on a bearing wall in the middle and running the 44' length of the house. There
is a similar bearing wall on the first floor as well. A 2x4 plate is attached to the top of the wall studs
and the 2x6 rafters are attached to the plate. Three (3) thermal solar panels, at 91 Ibs each with
fluid, will be mounted on the west side of the south roof and 13 PV solar panels, at 37 Ibs each, are
proposed on the remaining area of the 44' long south roof. Due to the hip roof layout the length of
the ridge is approximately 16'.
The south full length 2x6 rafters need to be reinforced by installing a 2x4 kneewall located 2'-6" in
from the exterior wall to reduce the span of the rafters. The vertical 2x4 can be attached to the
sides of the rafter with 2 —21W TimberLok screws and toe screwed to a 2 - 2x4 plate that has been
attached to the top of the floor joists. The 2x4 plate needs to be doubled because the joist are 16"
o.c. and the rafters are 24" o.c. The south hip rafters will need to be reinforced as shown below:
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116 River Road, Leyden,
MA 01337 Phone: (413) 624-0126
Email: dvreeland @verizon.net Fax: (413) 624-3282
The Commonwealth of Massachusetts
Department of Industrial Accidents
W Office of Investigations
1 Congress Street, Suite 100
Boston, MA 02114-2017
www mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Legibly
Name (Business/Organization/Individual): Spartan Solar
Address: 10 Charles St.
City/State/Zip: Greenfield, MA 01301 Phone #:413-768-0095
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
employees (full and/or part-time).* have hired the sub-contractors 6. F] New construction
2.0 I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have g. ❑ Demolition
working or me in an capacity. employees and have workers'
g y p �'• 9. E] Building addition
[No workers' comp. insurance comp. insurance.*
required.] 5. We are a corporation and its 10.0 Electrical repairs or additions
officers have exercised their 11. Plumbing repairs or additions
3.❑ I am a homeowner doing all work ❑ g p
myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs
insurance required.] t c. 152, §1(4),and we have no 13.❑ Other Solar Hot Water System
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 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 ukqer the pains d penalties of perjury that the information provided above is true and correct.
Si ature: Date: 10 k� �o15
Phone#: 413-768065
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#:
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: 9c� `owJ � _
The debris will be transported by:
The debris will be received by: (ter A K
Building permit number:
Name of Permit Applicant (`�z�w� ���a
Date Signat re of Per it Applicant
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor:: (� Not Applicable ❑
Name of License Holder: `�� �G4v\ t-1 lC�(G A,�i i Ls— b a7 li�(�3 9
License Number
S e O a -2-0�
Addr Expiration bate
Signatu Telephone
9. Registered Home Improvement Contractor: Not Applicable ❑
Company Narn6 Registrati n Num er
(0 '� '3 (-2-
Address 7 r? ExplIM101 I Date
Telephone
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.162,§26C(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 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
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
Setbacks Front
Side L: R: L: R:
Rear
Building Height
Bldg.Square Footage %
Open Space Footage %
(Lot area minus bldg&paved
parking)
#of Parking Spaces
Fill:
volume&Location
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO Q DON'T KNOW YES O
IF YES, date issued:
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DON'T KNOW 0 YES 0
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook, body of water or wetlands? NO iAJ DONT KNOW 0 YES O
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Q Obtained O , 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 Q NO O
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,grading,exc vation, or filling)over 1 acre or is it part of a common plan
that will disturb over 1 acre? YES Q NO V
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 [OI Decks (C:J Siding(0] Other[I9a]
Brief Description of Proposed - 1 1
Work: �r,�
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
I. 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
as Owner of the subject
propert
hereby a onze �•-
y behalf, in all tter tiv o d by this build it appli�tion.
Am, 10 10/28/2015
i atu f Owner Date
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.
Print Name
Signature of Owner/Agent Date
-_
C of Northampton Status of Permit: Department use only
DEC — E ?(j B ilding Department Curb Cut/Driveway Permit
12 Main Street Sewer/Septic Availability
Room 100
Water/Well Availability
Nef#hampton, 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,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Property Address:
This section to be completed by office
(Q S+v-wJ 4 e-�,`�� Map Lot Unit
Zone Overlay District
Elm St District CS District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Re rd:
e(Print Current Mailing
_ g4 I Sic,
Telephone
Signa re
2.2 t razed A ent:
Name(Pri n Current Mailing Address:
Signature Telephone
C_JION ESTIMA6D CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by ermit applicant
1. Building (a)Building Permit Fee
2. Electrical (b)Estimated Total Cost of
Construction from 6
3. Plumbing Building Permit Fee
4. Mechanical(HVAC)
5.Fire Protection
& Total= +2+3+4+5
1 C
( ) Check Number
This Section For Official Use Only
Building Permit Number: Date Issued:
Signature:
Building Commissioner/Inspector of Buildings Date
File# BP-2016-0739
APPLICANT/CONTACT PERSON SPARTAN SOLAR
ADDRESS/PHONE 10 CHARLES ST GREENFIELD01301 (413)768-0095
PROPERTY LOCATION 96 STRAW AVE
MAP 17D PARCEL 050 001 ZONE URB(IOO)/
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT
Fee Paid
Building Permit Filled out
Fee-Paid
I TEM
New Construction
Non Structural interior renovations
Addition to Existin¢
Accessory Structure
Building Plans Included:
_ Owner/Statement or License 107869
3 sets of Plans / Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFO TION PRESENTED:
pproved 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
D o ' D y
e of Building Of 1cial 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.
96 STIl Aw AVE BP-2016-0739
GIs#: COMMONWEALTH OF MASSACHUSETTS
Map:Block: 17D-050 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL e.142A)
Cateuory: SOLAR PANELS BUILDING PERMIT
Permit# BP-2016-0739
Project# JS-2016-001238
Est. Cost: $11250.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const. Class: Contractor: License:
Use Group: SPARTAN SOLAR 107869
Lot Size(ss . ft.): 7971.48 Owner: ROBERTS JAMES D
zoning. URB(100)/ Applicant: SPARTAN SOLAR
AT. 96 STRAW AVE
Applicant Address: Phone: Insurance:
10 CHARLES ST (413) 768-0095
GREENFIELDMA01301 ISSUED ON.121712015 0:00:00
TO PERFORM THE FOLLOWING WORK.-REPLACE SOLAR HOT WATER SYSTEM
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:
Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
iiIS 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 12/7/2015 0:00:00 $75.00
212 Main Street,Phone(413)587-1240, Fax: (413)587-1272
Louis Hasbrouck—Building Commissioner