39 CROWDIS STREET - BUILDING JACKET 2 E E4VED
The Commonwealth of Massachusetts CiT FEC ECEIVIGNAL $ERNI
Board of Building Regulations and Standards
�, Massachusetts State Building Code, 780 CMR SALEM
) Revised M l
Building Permit Application To Construct, Repair, Renovate Or Demolish a almly N -b P I
VQ One-or Two-Family Dwelling
This Section For Official Use
) Building Permit Number: Date Applie
' Building Official(Print Name) Signature Dale
SECTION 1:SITE INFORMATION
1.1 Property Address:! J`t vvji'� ^� 1.2 Assessors Map&Parcel Numbers
L l a Is this an accepted street?yes_ noJ_ Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sy R) Frontage(tt)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
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:
Public❑ Private❑ Zone: _ Outside Flood Zone?
Check ifyes❑ Municipal❑ On site disposal system ❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'ofRecord0aniel Robitaille Salem, MA. 01970
Name(Print) City,State,ZIP
39 Crowdis St. 978-577_8183 Robitaille1111@comcast.net
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply)
New Construction❑ Existing Building❑ Owner-Occupied ❑ 1 Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg.[:] Number of Units_ Other ❑ Spcciry:
Brief Description of Proposed Work': I rl Sj_a1k0V�
Q
Sq Co Vr)
SECTION 4: EST[MATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
I.Building $ 1. Building Permit Fee:$ Indicate how fee is determined:
2.Electrical $ /_ ❑Standard City/Town Application Fee
10 ❑Total Project Cost'(item 6)x multiplier x
3.Plumbing $ 2. Other Fees: $
4.Mechanical (HVAC) $ List:
5.Mechanical (Fire
Suppression) $ Total All Fees:$
6.Total Project Cost: $
I r.,r.� Check No._Check Amount: Cash Amount:_
V�J 0 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL) 04516 1 S) T
Jckff s License Number Expiration Date
Name of CSL Holder
U y1d Vvm � List CSL Type(see below) U
No.and Street Type Description
j �\(hU U Unrestricted(Buildings u to 35,000 cu.tt.)
Cit—y/Fo�wndState,ZI$ R Restricted I&2 FamilyDwelling
M Masonry
RC Roofing Covering
WS Window and Siding
_ r, ,r' SF Solid Fuel Burning Appliances
9$1�D5�ws ( Acks(TyPt/�i\AV1 i�C1Y(• I Insulation
,telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC) \7(��1 S \ _
V `V , `t `c r HIC Registration Number Expiration Date
HIC Cotpp�gy,NPm`r j-iIC,Regis nt Name
No.and-Street`��1l`'1 -J``u •-))(,C� QLJQ ,��2 �,f'q x. Email address
City/Town,State.ZIP Telephone
SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.¢ 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes ..........❑ No...........❑
SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
1,as Owner of the subject property,hereby authorize_ y kon t $O\CIy-
to act on my behalf,in all matters relative to wsvit aze this building permit application.
ta�a " 12/23/14
Print Owner's Name(Electronic Signature) Date
SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION
By entering my name below,1 hereby attest under the pains and penalties of perjury that all of the information
contained in this application is true and accurate to the best of my knowledge and understanding.
Print Owner's or Authorized Agent' a(Ele nic Signature) bate
NOTES:
I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at
www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.eov/d tpss
2. When substantial work is planned,provide the information below:
Total Floor area(sq.ft.) (including garage,finished basementlattics,decks or porch)
Gross living area(sq.ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage'may be substituted for"Total Project Cost"
" Page 2 of 2
B. Loading Criteria
10 PSF= Dead Load roofing/framing 40 PSF= Live Load (around snow load)
5 PSF= Dead Load solar panels/mounting hardware
Total Dead Load=15 PSF
The above values are within acceptable limits of recognized industry standards for similar structures
and in accordance with the 2012 International Residential Code. Analysis
performed of the existing roof structure utilizing the above loading criteria indicates that the existing
rafters will support the additional panel loading without damage, if installed correctly.
C. Roof Structure Capacity
1. The photographs provided of the attic space and roof rafters show that the framing is in good
condition with no visible signs of damage caused by prior overstressing.
D. Solar Panel Anchorage
1. The solar panels shall be mounted in accordance with the most recent "Ecolibrium Solar
Installation Manuat', which can be found on the Ecolibrium Solar website (ecolibriumsolar.com). If
during solar panel installation, the roof framing members appear unstable or deflect non-
uniformly, our office should be notified before proceeding with the installation.
2. The solar panels are 1 1/2"thick and mounted 4 1/2"off the roof for a total height off the existing roof
of 6". At no time will the panels be mounted higher that 6"above the existing plane of the roof.
3. Maximum allowable pullout per lag screw is 235 Ibs/inch of penetration as identified in the
National Design Standards (NDS) of timber construction specifications for Hem-Fir (North
Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2
1/2", is less than the maximum allowable per connection and therefore is adequate. Based on the
variable factors for the existing roof framing and installation tolerances, using a thread depth of 2
1/2" with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts will be
adequate with a sufficient factor of safety.
4. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be
placed at and attached to no greater than every other roof rafter as panels are installed
perpendicular across rafters and no greater than the panel length when installed parallel to the
rafters (portrait). No panel supports spacing shall be greater than two (2) rafter spaces or 48" o/c,
whichever is less.
5. Panel supports connections shall be staggered to distribute load to adjacent rafters.
Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being
utilized the roof system will adequately support the additional loading imposed by the solar panels. This
evaluation is based on information supplied to us at the time of this report and current industry standards and
practices.
Should you have any questions regarding the above or if you require further information do not hesitate to
contact me.
ESN OF'NgSs9
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CIVI N
Scott E. Wyssli PE 0 so
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MA License No. 505 vo FGISTEPO
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-- --
FIELD COPY
y CITY OF SALEM BUILDING
SALEM, MASSACHUSETTS 01970 PERMIT
Feb. 25
DATE 19 87 PERMIT NO, 128
APPLICANT Thaddee Michaud ADDRESS 39 Ccowdis St. Owner
1 1 (No.) (STREET) (CONTR'S LICENSE)
Install wood stove NUMBER OF 1
PERMIT TO 1I STORY DWELLING UNITS _
(TYPE OF IMPROVEMENT) No. (PROPOSED USE)
39 Crowdis St. Ward 4 ZONING R-1
AT (LOCATION) DISTRICT
IND.) (STREET)
BETWEEN AND
(CROS> STREET) (CROSS STREET)
LOT
SUBDIVISION LOT BLOCK S12E
BUILDING 15 TO BE FT. WIDE By FT. LONG BV FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION
TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION
(TYPE)
n "CALL FOR INSPECTION 45-0213"
REMARKS: Tnsta1_1. Wood Burning Stotu i 0
!fX91 dcte3' and ap"proved / Date
AREA OR - / $@ ----- PERMIT L� 15.00
VOLUME _ ESTIMATED COST y� FEE J ..
!CUBIC/SQUARE FEET) _
OWNER Thaddee Michaud
39 Crowdis St.
ADDRESS
SaLem,AA 019/0 inspector or Buildings
INSPECTION RECORD
DATE NOTE PROGRESS - CRITICISMS AND REMARKS INSPECTOR