13 CRESCENT DRIVE - BUILDING JACKET �' 13 CRESCENT DRIVE-
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FOEN A — DECISIO:< CITY CLERK. S4
H. >JASS.
Ms. Josephine Fusco
City Clerk
City Hall
Salem, MA 01970
Dear ^?s. Fusco:
At a regularly scheduled meetira of t`.e S_ale-. =land;:; Board held
on March 24, 1988 it was voted to endorse ":,pproval Under Sub-
division Control Law Not Required" on the Following described plan:
1. Applicant: Richard Watkins
22 Larchmont Road
Salem, MA 01970
2. Location and Description -
The two parcels of land shown on City of Salem Assessors Map 15
as Lot 513, consisting of 7,203 s.f. of land and Lot 514, consisting
of 7,000 s.f. of land having a Street address at 13-19 Crescent Drive,
Salem, MA,
Deed of property records in Essex South District Registry.
C� N
N
_ Sincerely,
tj WT
... r' ULn r
O
`,, •W 1, Walter Power III �. .
_ CO °'CD Chairman
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WP
t
�M
KEVIN T. DALY LEONARD F. FEMINO
ASSISTANT CITY SOLICITOR ��� _,�� ;? ASSISTANT CITY SOLICITOR
93 WASHINGTON STREET R!�umnl�� 93 WASHINGTON STREET
AND CITY OF SALEM - MASSACHUSETTS AND
ONE CHURCH STREET ONE SCHOOL STREET
MICHAEL E. O'B RIEN
SALEM. MA 01970 BEVERLY, MA 01915
745-4311 CITY SOLICITOR 745-4311 '
745-0500 93 WASHINGTON STREET 921-1990
AND
PLEASE REPLY TO ONE CHURCH STREET 81 WASHINGTON STREET PLEASE REPLY TO ONE SCHOOL STREET
SALEM, MA 01970
745-4311
744-3363
PLEASE REPLY TO BI WASHINGTON STREET
March 7 , 1988
James B. Hacker, Chairman
Board of Appeal
One Salem Green
Salem, Massachusetts 01970
Re : Svend Madson
v
Board of Appeals, et als
Essex Superior Court #86-871
Dear Mr. Hacker:
For your records please be advised that the Appeal in
the above matter has this date been dismissed. The matter
involved ,judcialreview of a March 19 , 1986 grant of a var-
iance at E3=Crescent=DDr'e to divide one lot into two build-
able lots. "i
Kindly note the same in your records .
Very truly yours,
Michael E. O' Brien
City Solicitor
MEO/jp
Li
l �g
The Common"ealth of Massachusetts c
E0 rYOF
J s I Board of But tiling Regulations and Standa4MPECT10N.AL S� 2d1G
l�,EM
Massachusetts State Building Code, 780 CMR Revrsedddm 1011
1 Building Permit Application To Construct, Repair, RenovatIM Vgtoli$t ap 12: 3 b
(�J One-or 7Hvo-Family Duelling
This Section For Official Use Only
Building Permit Number: Date Ap ted:
l Building Oficial(Print Name) Signature Date
�L SECTION 1: SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map& Parcel Numbers
13 Crescent Dr
I.la Is this an accepted street?Ves no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Ym d
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.L c.40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: Outside Flood Zone?
Public❑ Private 13Zone
irves❑ Municipal 13On site disposal system ❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record:
Janet Watkins Salem, MA 01970
Name(Print) City.State,ZIP
13 Crescent Dr 978-807-1893
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK' (check all that apply)
Nev, onsuction ❑ Existing Building 13 Owner-Occupied ❑ Repair,,(,) ❑ Alteration(s) ❑ Addition ❑
w n-
Demolition ❑ Accessory Bldg. ❑ Number of Units (Aher )(Speeipv: Solar
Brief Description of Proposed Work-2: Install 10.14 kw solar panels on roof. Will not exceed roof panel, but will add 6"
to roof height. 39 panels total.
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Estimated Costs:
Ilan (Labor and Materials) Official Use Only
I. Building $ 2,000 1. Building Permit Fee: $ Indicate how fee is determined:
2.Electrical $ ❑ Standard City/ Town Application Fee
32,000 ❑Total Project Cost'(Item 6)s multiplier s
3. Plumbing $ 2. Other Fees: $ /
4. Mechanical (HVAC) $ List: RtP-
S.Mechanical (Fire $
r6,
pression) Total All Fees: $
Check No. Check Amount Cash Amount:
Total Project Cost: $ 34,000 0 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)
103631 8/30/17
Gregg LaCasse License Number Expiration Data
it:of CSL Holder
List CSL Typc(see below)_ U
20 Patterson Brook Rd. Unit 10
No.and Street
Type Description
U Unrestricted(Buildings up to 35,000 cu.ft
W.Wareham, MA 02576 R Restricted IR2 Family Dwellin
Cihdfo} State,ZIP M Masonry
RC
Roofing Cc%crin
Window and Siding
SF Solid Fuel Bumin;Appliances
(508)291-0007 1 Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) 170355 10/12/17
Tom Blumetti/Trinity Solar HIC Registration Number Expiration Date
HIC Company Name or HIC Registrant Name
20 Patterson Brook Rd. Unit 10
No.and Street Email address
W.Wareham, MA 02576 (508)291-0007
Cib-ft'own,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 ..........Nr No........... ❑
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 Toni Blumetti
to act on my behalf.in all matters relative to work authorized by this building permit application.
Please see attached letter. 11/16/15
Piint Owner's Name(Electronic Signature) Date
SECTION 7b: OWNEROR 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 1 e an ate to the best of my knowledge and understanding.
Tom Blumetti 11/16/15
Print Owner's or Authorized AdMnt's Nmn ,,lectronie Signature) Date
NOTES:
1. Ari Owner who obtains it building permit to do his/her own work,or tin 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.rnass.eov/oca'Inforination on the Construction Supervisor License can be found at wAvw.mass.gov/dns
2. WLen substantial work is planned,provide the information below:
Total floor area('sq. ft.) (including garage,finished basement/attics,decks or porch)
Gross living area('sq.ft.) Flabitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
'Typc of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. 'Loyal Project Square Footage'maybe substituted for 11'fotal Project Cost"
Optimize Engineering Co., LLC
P.O. Box 264•Farmville•VA 23901
Ph: 434.574.6138.E-mail: grichardpe@aol.com
Richard B. Gordon, P.E.
President
October 26,2015
Salem Building Dept.
Salem, MA Re: Solar Electric Panels Roof Structural Framing Support
To Whom It May Concern:
I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the
following conclusions regarding framing structure, roof loading,and proposed site location of installation:
1. Existing roof framing: Conventional framing 2x6 at 24" o.c.with 12'span (horizontal rafter
projection). This existing structure is definitely capable to support all of the loads that are indicated
below for this photovoltaic project after sister the rafters with a 2x8 or(2)2x6 using (2)10d nails 1'
o.c. Use of(2)Guard Dog TM FMGDO02 screws is approved, or equal shear strength of approx. 120 Ib,
V o.c.at areas where little space is available only with remainder of member secured with (2)10d
nails V o.c. If do not sister,then install a 2x4 @ 24"o.c. knee wall over an interior bearing wall to
limit span of rafters between supports to 7'-11". Sister of rafters only required at those rafters
accepting anchor screw for module rails.
2. Roof Loading
• 4.33 psf dead load (modules plus all mounting hardware)
• 30 psf snow live load (50 psf ground snow live load reference)
• 4.5 psf dead load roof materials
• Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance)
3. Address of Proposed installation: Residence of Janet Watkins, 13 Crescent Dr., Salem,
Massachusetts
This installation design is in general conformance to the manufacturer's specifications,and is in compliance
with all applicable laws,codes, and ordinances,and specifically, International Residential Code/IRC 2009,
2014 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have
a maximum of 64" o.c. span along the rail between mounting brackets and secured using 5/16"x 3 Yd' length
corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be
a minimum of 2 mounting brackets per rafter&min. 2" penetration of lag bolt per bracket,which is adequate
to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between
adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules
mounted within 18"of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of
two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing
installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool
them more.Slide the 318-inch mounting bolts into the footing bolt slots.The rails will be attached to the
footings with the flange nuts.
Very truly yours,
Optimize Engineering Co.,
LLC
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Richard don, .E. ��P�SH ASS�cy
Massachusetts P.E.1-icense No. 49993 0= �0
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Optimize Engineering Co., LLC
P.O. Box 264•Farmville•VA 23901
Ph: 434.574.6138•E-mail: grichardpe@aol.com
Richard B. Gordon, P.E.
President
October 26,2015
Salem Building Dept.
Salem, MA Re: Solar Electric Panels Roof Structural Framing Support
To Whom It May Concern:
I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the
following conclusions regarding framing structure, roof loading, and proposed site location of installation:
1. Existing roof framing: Conventional framing 2x6 at 24" o.c.with 12' span(horizontal rafter
projection). This existing structure is definitely capable to support all of the loads that are indicated
below for this photovoltaic project after sister the rafters with a 2x8 or(2)2x6 using (2)10d nails 1'
o.c. Use of(2)Guard Dog T'" FMGDO02 screws is approved, or equal shear strength of approx. 120 Ib,
V o.c.at areas where little space is available only with remainder of member secured with(2)10d
nails V o.c. If do not sister,then install a 2x4 @ 24"o.c. knee wall over an interior bearing wall to
limit span of rafters between supports to 7'-11". Sister of rafters only required at those rafters
accepting anchor screw for module rails.
2. Roof Loading
4.33 psf dead load(modules plus all mounting hardware)
• 30 psf snow live load (50 psf ground snow live load reference)
• 4.5 psf dead load roof materials
• Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance)
3. Address of proposed installation: Residence of Janet Watkins, 13 Crescent Dr.,Salem,
Massachusetts
This installation design is in general conformance to the manufacturer's specifications,and is in compliance
with all applicable laws, codes,and ordinances,and specifically, International Residential Code/IRC 2009,
2014 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have
a maximum of 64" o.c.span along the rail between mounting brackets and secured using 5/16"x 3 Yd' length
corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be
a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate
to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between
adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules
mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of
two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing
installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool
them more. Slide the 3B-inch mounting bolts into the footing bolt slots.The rails will be attached to the
footings with the Flange nuts.
Very truly yours,
Optimize Engineering Con., LLC
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Ott{OF MASS
Richard don P.E. �� "C,
Massachusetts P. License No. 49993 02 �m
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