37 BEAVER ST - BPA-15-1281 SOLAR C-K-411CIOzx z
The CommouwealthofMassachusetts Tl�r �\l Sj"I
i )Ir Board of Building Regulations and Standards 1ldSPE CITY F
�1,,� SALEM
Massachusetts State Building Code, 780 CMR
Pt�4 1
J Building Penuit Application To Construct, Repair, Renovate Or DemolisIX8815
One-or Tuo-gamily Duelling
/'� This Section For Official Use OnIN
J`J Building Permit Number: Date Appli
Building Official(Print Name) Signature Date
SECTION 1: SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map &Parcel Numbers
37 Beaver Street
Lla Is this an accepted street'?-ves no Map Number Parcel Number
1.3 7.tming Information: 1.4 Property Dimensions:
Zoning District Proposed Use LotArea(sq ft) Frontage(ft)
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.I.,c.40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: _ Outside Flood Zone'
Public❑ Private❑ Check if yes❑ Municipal ❑ On site disposal system ❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record:
Timothy Krause Salem, MAO 1970
Name(Print) city.State,ZIP
37 Beaver Street (978)745-9146
No.and Street Telephone Final Address
SECTION 3:DESCRIPTION OF PROPOSED WORK(check all that apply)
New Construction❑ Existing Building Cl Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(,) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units Other S(Specify: Solar
Brief Description of Proposed Work`: Install 5.2 kw solar panels on roof.Will not exceed roof panel,but will add 6"
to roof height.20 panels total.
SECTION 4:ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials)
L Building $ 1,000 1. Building Permit Fee: $ Indicate how fee is determined:
2. Electrical $ 18,000 11 Standard City/Town Application Fee
11 Total Project Cost'(Item 6)N multiplier N
3. Plumbing $ 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5. Mechanical (Fire $
Su�xession Total All Pees: $
Check No. Check Amount: Cash Amount:
6. Total Project Cost: $ 17,000 13 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 Date
Name of CSL,1-lolder
List CSL.Type(see below) U
20 Patterson Brook Rd.Unit 10
- Type Description
Noand Street
U Unrestricted(Buildings up to 35,000 cu.R)
W.War ham, MA 02576 R Restricted I&2 Farah Dwelline
CilcJT �State,ZIP M Masonry
RC Roofing Cm erine
WS Window and Siding,
SF Solid Fuel Bmuing Appliances
(508)291-0007 1 Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement on etor(Tou
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
City/Town,State-ZIP Telephone
SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 1.52.§ 25C(6))
Workers Compensation Insurance affidavit trust 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 ..........1f No..... ❑
SECTION 7x: 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
Print Owner's Name(Electronic Signature) Date
SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION
By entering my name below,I hereby attest It der the pains and penalties of perjury that all of the information
contained in this applicatio is true a u ate to the best of my knowledge and understanding.
Tom alumett 6115
Print Owner's or Authorize sent'sNmn ,lectronic Signature) Date
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.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/d pis
2. When 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.fl'.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of haltIbaths
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"
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
November 2, 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 16"o.c.with 9'-9" maximum span(horizontal
rafter projection) is a minimum requirement for this site—framing is not visible. This existing
structure is definitely capable to support all of the loads that are indicated below for this
photovoltaic project.
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 Timothy Krause. 37 Beaver St. Salem, MA
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 31/2"
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 Engineer' g C - c
Richard ILG66donlr.E. OF F MASsd
Massachusetts P.E.-License No.49993 3P yLm
GFR�GIANRO N
CIVIL, MECHANICAL, &ELECTRICAL ENGINEERING �nGoRoot 3
s\�^Zigc
10NpL .
INSTALLATION OF NEW ROOF MOUNTED BEAVER STREET.
5.2kW PV SYSTEMA
• a N � �
37 BEAVER STREET
SALEM, MA 01970
3 fl...
fl
Issuetl/Revisions
VICINITY MAP SITE NO, oIsslnHnux DaL
SCALP.NTS 'ecl Tlle:
Ts/RAUacrm MOSEE,a,
Gmjen Atltlress: -
37 BEAVER STR ET
SALEM,M 1019]0
SHEETINDEX
` B e B u c Ls PV-1 COVER SHEET W1 SITE INFO&NOTES D,e.,iRa T.;ie:
FRA-1 1.111 ISH RE1111 I..11.RET.F.All-FICE-11FINALI ...N-ASB:9s " c. s < u s pV-2 ROOF PLAN W/MODULE LOCATIONS raoroseu s.zRw
o c saws srsrEM
H ;b LEE n yr .S..1 oseuceAll Hil
H.was szw .E - B Ie � TE1.1 PV-3 ELECTRICAL 3 LINE DIAGRAM
INFEERFAREB 11UhB V. R. - II t !
GBV U Cn ERAE
El DEORNEELIGHT, STO CTI
fEJ eY 1r/i1C.15
THE
5 0 A CE S
cC ls1PuIS 3x an\tea. TRI CVJE
AMPOH'ENTANO M1EILERMMINLS WV HaW Vv.t RkT s'.77 CICfTOBCM1
- TILLARTAHATIREARE + Is ASHREART.3.1 NOILROL C#E FFA 7E,51k'N
CEANED,
AHRENI IEv On
11 7111.1.`1
U UVIfSU-1 A ,l' \' uUEVIXI.0 I III IT'
LEE THIS G SH a LI O k P -I I 1 ER
C. 0 5 5 aY if[0.9 REAL"I I:FOVn
AEI11K31EN IC"NINE
AORI ARE 1.11 I.011"Im AREA
F ' OK REE cV EUE F R i 7111 REAS I I'll'IF A
VIN-NI FEE ti
ISOATI
AIII '
ac AA x N! o
HE
RCv.VC $M1CCt
axc ONSEEx AI FINISHED M1,CR aY
�RA" AHDAll l Nx P1 PV - 1
D"RENT D
ORN,",INS OF 7HS NATII Pt FREI R, 411.1T11
RTA
OPRIESEE
AlAl1EFFj
EELEFI
111111
'114 LISTED AL .EARRILTA—ARNIOU
STA .
A,
1VLiW
FOLLIES DMlvILO IS HARRELSETFAHEN_F]N CHMAGIER OTHER HI FIEASE 9EAAI 1H4iElw\L EOVIPAAETTRELE OR.SISTEMASRACTERNEIRRARE PVEIECI TULxMLEC"ETE MARCH.LF LCUTAM[Nf 2111 allanwwlvoae
0 P N LO IPWIIIU�Cwu�Pti
11—IND
I LIS
H111111.1-AU'll ID,
EL19RIJNIIS
xINL SOU I AO:IU 1. .90 AR MOD l
IIILIb'� EGOLI WA
S LH —
ING
ACIANIPAIUDI-1 IDD H:OLIII1111111_U V POrI! Y
A�
MOLIBRIUM STAINLESS LIG3IL /\/\`/\/✓
1 G OO 9RF
n'LpGn N5r .I Y rV nFrYy
IEE
SOIAPMOWLES SHALL NOT
HEIGHT ERLEED FEAR HFGHT. /I(I
TSV MODULE III IMENT CN ASFHATTA SH NGLE ROOF
ftATTACHMENTBCLIP DETAIL oini.. Fers Sreesane saFinmmrsrue T111cIGHTFROM GROUND LEVELTOPEAHOF ROOF
LrYlµnrior rnacux rvove.uerExronrooNLESAEcs FD.a 11s-nL�iwrma�ls
ID,UPd I RevIbiOnS
�n[scgyr
N 14 iLT�l Ni
' 'ecl Tille:
KRAUSE,TIMOTHY
���!// � i TIr11rvaCLf n:x01S66]V
%G ry y
R(Ii'I�f6� G(a�' Pmletl Atltlrese
R1 FI, �l 17I fz) R2
3'N-VER STREET
1 V a P l SALEM,MA 019]0
h D—NN Tine:
BACK FRONT
PROPOSED5.]kA,
SOLARS)STFM
ill
Ao f
rP7— T
t llli. 'l-'t rs
1
i � RDALIITAM 51ZE ;3kW
P UD M
u9ur WN LIA, 141 1 IND
NMIIII
L Trar. SVNNO.-
L'
INE
.-JA UILE1.111ALLITILLIETI-1—
ALIOULDW1..EUDIDEUT
1 RAN CUTIAJIFIF 11. ION A➢xcALL I REV.No. snC91
rad ROOFTOP SOLAR INSTALLATION ONLY PV AI WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE
ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE11
RI 1-1 "T UG R I E o o o9E 1 r FEE o ILN.. A, 6VPo
IT
ITALY.SSE,H)
® F Wn�Di
aL 'or • O+
OTHER OBSTRUCTIONS
EPU111.
LOCU ar 5sw[ry PnxE USTAr orvIDE AlUlA—IO
D.
,lUJI IN M,I n. ® A': uLE I_+N
FFOSICN
USE TILT KTT OPTION FOR INSTALLATIONS
THAT REQUIRE MODULES TO BE TILTED
ABOVE THE EXISTING ROOF SLOPE
SYSTEM SHOWN IS DESIGNED FOR TILT
ANGLES FROM 10 TO EE DEGREES
ABOVE ROOF SURFACE
USE OF ANTI-SEIZE ON TILT HARDWARE \
IS RECOMMENDED(PARTICULARLY FOR MAX LENGTH: CE" I
STAINLESS TO STAINLESS HARDWARE) WITH STANDARD I
ENGINEERING t ,
REFER TO SIOD TKT SERIES 170 TILT KTTTOOL
FOR A SIMPLE TOOL THAT DRAMATICALLY
SIMPLIFIES TILT KIT INSTALLATION BY - SNAPNRACK
SUPPORTING THE UPPER RAIL AHEAD OF PAIL STANDARD
MODULE INSTALLATION
SNAPNRACK
MID CLAMP ASSEMBLY
CUT REAR TILT LEG FROM SCRAP .
\\ OF STANDARD RAIL
NTO DLx-6CHANNEL
TORQUELD5 WHEN 5 w L SNAPNRACK L-FOO(
USING WEEKS.WHEN USING ALL-PURPOSE OR
SNAPNRACK BONDING CHANNEL L-FOOT COMPOSITION
NOTES: NUTS,TORQUE TO 1416 FT-LBS.
WEEDS ARE NOT REQUIRED WITH ,
-TORQUE y�," HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED: BONDING CHANNEL NU75,
-SILVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS
-REFER TO ENGINEERING CHARTS FOR RAIL SPAN BASED ON MODULE TILT T "X 1"(OR 1.25"')5.5. BOLT
ANGLE,WIND SPEED,AND SNOW LOAD
- BACK SUPPORT"LEG" IS FABRICATED FROM A SCRAP OF RAIL.CALCULATE WITH SPLIT LOCK WASHER
REQUIRED TILT LEG LENGTH. USE WEEB GROUNDING WASHERS AT®IMS
BETWEEN L-FEET AND SNAPNRACK STANDARD RAIL SCRAP PIECE
- FOR LOWER TILT APPLICATIONS SEE"SERIES 100 TILT KIT 0-15 DEG"
-SNAPNRACK RAIL COVER CAN BE USED TO COVER CHANNEL IN REAR TILT LEG
CCi MAIN TREAM ENERGY CORN DeSIGNER CMcPheetac :GALE DNS PART NUMBER DESCP,IPTION R
ffacr ouFr-_R oRye" 5106D10 SERIES 100 TILT KITS 10-45DEG WITH L
n, � 1$SPtir3 '" « .. . APPR04[D BY EMIL 120113 FOOT MOUM7 F
USE TILT KIT OPTION FORO BE TILTED \�
THAT REQUIRE MODULES TO 8E TILTETED
ABOVE THE EXISTING ROOF SLOPE -.
} ll
I \.
� SYSTEM SHOWN IS DESIGNED FOR TILT
ANGLES FROM 10 TO EE DEGREES
ABOVE RDOF SURFACE ON STANDINGMAX \; x
SEAM METAL ROOFS WITH STANDARD
ARD , � SNAPNRACK
USE OF AMI-SEIZE ON TILT HARDWARE ENGINEERING RAIL STANDARD
S RECOMMENDED INLES HARDWULARLY FOR ) +.
STAINLESS TO STAINLESS HARDWARE)
REFER TO 5100 TKT SERIES 170 TILT KIT TOOL �.
FOR A SIMPLE TOOL THAT DRAMATICALLY \\\
SIMPLIFIES TILT KIT INSTALLATION BY SNAPNRACK CHANNEL NUTS, SNAPNRACK
SUPPORTING THE UPPER RAIL AHEAD OF TORQUE TO 16-16 FT-LBS WHEN CHANNEL NUT
MODULE INSTALLATION USING WEEDS.WHEN USING I i
SNAPNRACK BONDING CHANNEL "X 1" (OR 1.25")S.S. BOLTS
NUTS,TORQUE TO 14-16 FT-LBS. WITH SPLIT LOCK WASHERS
WEEKS ARE NOT REQUIRED WITH
BONDING CHANNEL NUTS,
CUT REAR TILT LEG FROM SCRAP
\\\ � OF STANDARD RAIL
NOTES:
.F SNAPNRACK SNAPNRACK SEAM CLAMP
-TORQUE T`5'HARDWARF TO THE \ MlO CLAMP ASSEMBLY WIDE OR STANDARD BASE
FOLLOWING UNLESS OTHERWISE `
NOTED:- _
- SILVER S.S. 10-16 TT-LBS
- BLACK S.S. 7-9 FT-LBS '`
- REFER TO ENGINEERING CHARTS
FOR RAIL SPAN BASED ON MODULE (g" FLANGE NUT �
TILT ANGLE,WIND SPEED,AND ,
SNOW LOAD I SNAPNRACK L FOOT ALL-PURPOSE
- BACK SUPPORT"LEG"IS OR L FOOT COMPOSITION
FABRICATED FROM A SCRAP OF - yF'X 1"S.S.BOLT
RAIL. CALCULATE REQUIRED TILT WITH SPLIT LOCK WASHER
LEG LENGTH. M RAIL AND DRILL
TWO g"HOLES AS SHOWN SNAPNRACK SEAM CLAMP
- FOR LOWER TILT APPLICATIONS WIDE OR STANDARD BASE
SEE"SERIES 100 TILT KIT 0-15
DEG" 7BR"X I" (OR 1.25")S.S. BOLT
-SNAPNRACK RAIL COVER CAN BE WITH SPLIT LOCK WASHER
USED TO COVER CHANNEL IN REAR
TILT LEG
*C. �p p MANSTREAM ENEe „n CFSIGNER BMIP`nt1,s slA l DNS PANTNUMRER 'DUMPTIDN HEV
�?. 4t {' > l ' C Illt`Igl- "' Ju:r ltN U Ryw5100 07a SERIES 100 TILT KITS 10-;5 DEG 3E AIA
Pc ..-".y *g 439o0.3Ou.� - _ APPNOVE0 BY ORIF 120113 CAMP MOUNT F