65 TREMONT ST - BUILDING INSPECTION (4) Gv— 3c�>cU3
The Commonwealth of Massachusetts
Esc Board of Building Regulations and Standards CITY OF
Massachusetts State Building Code, 780 CMR SALEM
Revived dUar 2011
Building Permit Application To Construct, Repair. Renovate Or Demolish a
One-or Two-Family Divelling
This Section For Official e Only
Building Permit Number: ,Date A lied:
Buildin-Oliicial(Print Name) Signature V Date
SECTION 1: SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map& Parcel Numbers
65 Tremont St.
I.la Is this an accepted street'yes no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
Z
Zoning District Proposed Use Lot,Area(sq ft) Frontage(Ik) c :P
1.5 Building Setbacks(ft)
Front Yard Side Yards Rear Yard o�
Required Provided Required Provided Required Pr5l ded
1.6 Water Supply: (M.G I c.40.§s4) 1.7 Flood Zone Information: 1.8 Sewage Disposal System?J M
Zone: Outside Flood Zone? C
Public❑ Private ❑ Check if yes❑ Municipal ❑ On site disposal syitem Qn
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record:
Bridget Page Salem, MA 01970
Name(Print) City,State.ZIP
65 Tremont St. (857)225-2344
No.and Street Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORK (check all that apply)
New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units Other N(spccuN Solar
Brief Description of Proposed Work'-: Install 3.12kw solar panels on roof.Will not exceed roof panel, but will add 6"
to roof height. 12 panels total.
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
(Labor and Materials)
I. Building $ 770.00 1. Building Permit Fee: $ Indicate how fee is determined:
'. Electrical $ 10,230.00 ❑ Standard City/Town Application Fee
❑Total Project Cost?(Item 6)x multiplier x
3. Plumbing $ 2. Other Fees: $
4. Mechanical (HVAC) $ List:
5. Mechanical (Fire $ -
Suppression) Total All Fees:$
Check No. Check Amount: Cash Amount:
6. Total Project Cost: $ 11,000.00 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 Date
Name of CSL Holder
List CSL Type(see below) U .
20 Patterson Brook Rd. Unit 10
No.and Street Type Dcscription
U Unrestricted(Buildings u to 35.000 Co. it.)
W.Wareham, MA 0257602576 R Restricted 1&?Famih• Dwdlin
City/Town,State..ZIP Nlasonry
RC Roofing Covetin
WS Window and Siding
SF Solid Fuel Burning 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 FIIC 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. 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 ..........1( 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 Tom Blumetti
to act on my behalf, in all matters relative to work authorized by this building permit application.
Please see attached letter. 10/9/15
Print Owner's Name(Electronic Signature) Dale
SECTION 7b:OWNER' OR 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 is true and accurate to the best of my knowledge and understanding,
Tom Blumetti '� /�A.�,.� 10/9115
Print Owner's or Authorized Agent's Name(Electronic Signature) Date
NOTES:
1. 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/dps
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. 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"
Trinity Solar
20 Patterson Brook Road
Wareham, MA 02571
508-291-0007
Date:
1, Bridget Page do hereby grant Trinity Solar the right to sign on
(nomeoonu„mnel
my behalf in all matters regarding the permit applications through the township of
Salem for the installation of solar panels and all other
(Muni:i0�i�y)
related work on my property at 65 Tremont Street . Please accept this
6msei Add,,)
document, with full signature, in place of all application signatures. Furthermore, should there
be any issues or discrepancies with the paperwork, please contact Danielle Devito at Trinity Solar,
732-780-3779 ext. 9044 or danielle.devito@trinitysolarsystems.com.
cerely�
� \ P"f 65 Tremont Street
Homeowner's Signature Street Address
Bridget Page Salem MA 01970
Print name City,State,Zip Code
857-225-2344
Phone Number
-?Ie L(
S.treea, Suite 04"
0 osri)n.Af 1 1J2 114-20
lvww,nlass,-OvIdia
Orqdavic Plum bers-
1 U 8 f: F!1-2 Fj %s'!Tl-. THE IERVIT Vl';C, NI TMORI Pi
k... k 4 its enaa 1 ca- Ptlrw
Trinity Solar
Addr-,ss: 2211 Allenwood Rd.
City,'State,'Zip: Wall, NJ 07719 PJl,)rle 4. 732-780-3779
are you an employer,.,check the appropriate i ,:
n": Type of project(required
1 0 1 all a employer with 300 'ni(ndl nd/fl,pan-anit") 7, 0 New construction
2.7 13m a sole laroprietoro,paata€r4dp and have no employees wcrknie for me In 8. E] Remodeling
any capacity ING workers comp.insurance remarcil.1 9, C1 Demolition
3 ED I am a homeowner owing ail �ork myself I No workers-sump insurance fequared It 100 Building addition
a D i;Im a honscowre,and will he hrrhoe contractors to conduct all work on rIv property [wil I
vo5urc that all COMmUn IS either have workers'compensauta,insurance or are sole f[.0 Electrical repairs or additions
omptletors with no employees t2.E]Plumbing repairs or additions
5.[7 1 am a tonend contractor and I have hired the sub-contractors fisted on the attached sliest I',.E]Roof repairs
these sub-contractors have employers and have workers'comic maummcc.*
6F-1 W,area corporation and its officers have exercised their right ofsxonention pm-i,1GL c 14.[:]Other
I it,§1(4) and we(love no employees [No workers'come Insurance required I
'Any applicant that checks box 41 must also Fill out the section below showing their workers-compensation policy information
t who slibeint his affidavit indicating they are doing all work and then hirt,outside contractors must submit a new affidavit indicating such,
'Contractors that check this box must attached an additional Slicer Advent,the name of the sub-contractors and state whether or not those entiti
es L leg hove
emplovocs. 117the sub-contractors,have employees,they must provide their worker'camp policy number,
lam an employer that is providing workers'compensation insurance for my,employees. Below is the policy and job site
Information.
Insurance Company Name:
Policy A6 or Self-ins. Lie,k:
Job Site Address:. Cicy,'Stat-,Zip: 51f te/n o MA- 011-70
66 4 +
Attach a copy of the workers' compensation policy dMarilition page(showing the policy number an expiration date)-
Failure to secure coverage as required under NIGL 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 or up to$250.01)a
day against the violator.A copy of this Statement may be forwarded to the Office of[lavesti.ptions of the DIA for insurance
coverage verification-
I do herebyn/y T11f enaltie oJ perjury that the information provided above true and rr
cer under the pains a s & e&tr n la ect.
Signature: Date, 1011 115-�
Phone ffi:
01licial wse iwsiy, Do not watfle In this area,to be completed by city or hrivn,afficiat
City or Town: Permit/License ft
Issuing Authority(circle one):
1.Boa s d of Health 2,Building Departmen 1 3. cityrTaw"A Clerl, 4. Electrical inspector S..Plunihishe Inspector
6.other
Contact Perst:i Phone 4;
1 Office of Consumer Affairs and Business Regulation
r 10 Park Plaza - Suite 5170
Boston, Massachusetts 02116
Home Improvement Contractor Registration
Registration: 170355
Type: Corporation
Expiration: 1 0/1 212 0 1 7 Tr# 271078
TRINITY HEATING & AIR, INC.
TOM BLUMETTI - - -
20 PATTERSON BROOK ROAD UNIT 10
WEST WAREHAM, MA 02576
Update Address and return card.Mark reason for change.
scn i c; 20rr osni 7
jAddress G' Renewal Employment Lost Card
<%//ro 'au.ncmniuceta�!/t nr/•G'��munc/n:x•ClJ
Office of Consumer Affairs& Business Regulation License or registration valid for individul use only
HOME IMPROVEMENT CONTRACTOR - before the expiration date. If found return to:
9 Registration: 170355 Type: Office of Consumer Affairs and Business Regulation
Expiration: 10/12/2017 Corporation 10 Park Plaza-Suite 5170
Boston,MA 02116
TRINITY HEATING&AIR,INC.
TOM BI
20 PATTERSONTERSON BROOK ROAD U
WElf WAREHAM,MA 02576 Undersecretary Not ve ld without signature
5 ,
F-;».e Afta'r a'Cc
Registration 170355
Type Supcfenent Card
cxpua?icn .i J;i.2;2�"..
3 '=GG L.4C S3c
v
Update Addras5 and return card. t`iiarte reasmr,.for cbans�e.
Address I E1.onewal �_, lEtnpioyment Lehr Card
Mee of�on"Unt,AffairsBusiness Regulation License or registration valid for individui use only
' - fy1ME[MPRO\fEMEHT CONTRACTOR. before the expiration dale. If found return to;
4 Office of Consumer Affairs and Business Regulation
egistratlon: 170959 Type: to Park pigaa-Suite 5176
�`�---' Expiration,: t0i7312095 Supplement Card Boston,MA 02116
TRINITY HEATING&AIR,INC.
GREGG LACASSE
20 PATTERSON BROOK ROAD U �----
(li 9� WAREHAM, MA 02575 Undersecretary o valid w out ature .
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
September 18,2015
Salem Building Dept.
Salem,MA Re: Solar Electric Panels Roof Structural Framing Support
To Whom It May Concern:
I hereby certify that 1 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 I V span(horizontal rafter
projection) between supports. This existing structure is definitely capable to support all of the loads
that are indicated below for this photovoltaic project after sister rafters with a 2x6 using (2)10d nails
V o.c. Use of(2)Guard DogTm FMGDO02 screws is approved, or equal shear strength of approx. 120
lb, V o.c.at areas where little space is available only with remainder of member secured with (2)10d
nails 1'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".
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 Bridget Page, 65 Tremont Street, 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,
2011 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 5116"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 318-inch mounting bolts into the footing bolt slots. The rails will be attached to the
footings with the flange nuts.
Very truly yours,
OptimUe Engineering Co., LLC `P,SH OF MgS,q
1 MCHARD B.
Richard B.G rd o GORDON `
U MECHANICA!
Massachus E. Lic nse No.49993 y
N^.49953
n
TE_
CIVIL, MECHANICAL, & ELECTRICAL ENGINEERING
Y
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INSTALLATION OF NEW ROOF MOUNTED TREMONT STREET•
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65 TREMONT STREET
S,
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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
September 18,2015
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 I V span (horizontal rafter
projection)between supports. This existing structure is definitely capable to support all of the loads
that are indicated below for this photovoltaic project after sister rafters with a 2x6 using(2)10d nails
V o.c. Use of(2)Guard DogTm FMGDO02 screws is approved, or equal shear strength of approx. 120
lb, 1' 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".
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 Bridget Page, 65 Tremont Street, 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,
2011 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%"
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 H of MA
Engineering Co., LLC �s'`PjNy C2 c R'CHARD B.
11,
Richard B.G rdo o oaooN
.� p MECHANICAL m
Massachus . Lic nse No.49993 No.49993
c
\� cIsTFa�
CIVIL, MECHANICAL, & ELECTRICAL ENGINEERING �� SIR NnL E'
" r �YYaQ
`x
reel
The SnapNrack line of solar mounting
solutions is designed to reduce total
installation costs. The system's technical
innovations have been proven to drive "
down costs and improve installation
quality on more than 350 MW of solary v .
installations.
r
Pitched Roof Arrays Simplified - 7m
The SnapNrack Series 100 UL Roof Mount System
is an efficient, visually appealing, photovoltaic(PV) -'err•,.'a
module installation system. Series 100 UL is listed to
the UL 2703 Standard for Bonding, meaning that all
system components have been certified by UL for Roof System in 4 Simple Steps:
electrical continuity,eliminating the need for additional 1)Go to the online Series 100 Configuration
grounding hardware. The System's components provide TOOT (configure.snapnrack.com)and select
an adequate bonding path which has eliminated the "Yes"for UL 2703 Listed
need for grounding lugs and washers at each module,
and bonding jumpers between splices. The UL 2703 2)Identify Site Conditions (Array Tilt,Building
Certification ensures that SnapNrack partners can Height.Roof Type,Wind and Snow Loads)
provide the best in class installations in quality,safety, 3)Build array in the online Configuration
and efficiency. Tool and automatically generate a Bill of
Materials.
• All bonding hardware is fully integrated into the
components 4) Place order with your distributor. Purchase
material for a single project or order in bulk
• No grounding lugs required for modules for additional savings
• Rail splices bond rails together, no rail jumpers
required
Proprietary SnapNrack grounding lug snaps in the rail
channel, no drilling of rail or reaching for other tools
required (One Lug per individual row of modules) U
Patent Penderq L LISTED
PV Mounting System
2703
_ ��eyyY--- Sta les L I uNrac4 enntlllg 5 .uNrack Stand rd Rah
y St' s B II Ih y� B LL 1A SPIIL- � Spree Insert
5 Spl'LL k Wli he E4[ L Y W h y49r����y�
5 I N-Ck f lnc ne �rl Sitar Nark +M`} -
dl seal le E�.f a tjN 4 I SpIILe ex�C'{ �
(I p t Pl M d CIB ease . r> S aPNIxcY
5 1 N.ack Bondi a je F E and nc
2ck
Adil Stable Fnd pl mess ill Net
clzmr Gott. BonUillg Stainless N.ardware with B011 withAuk Z
Gllinnel Nul Spill-Lo[I(Washers Split LOC4
SnapNrack Bonding SnapNrack Bonding SnepNraek Bonding 'wring.
Adjustable End Clamp Mid Clamp Standard Raii Splice 5—Pl4hack
Ground Lug to-f nwvli
Ij Cpppe,Wire
SnapNrack Ground Lug
Assembly
1 (ONE REQUIRED PER ROW OF
MODULES)
SnapNrack Building Universal
End Clamp(uEC)Wave
UPC Pull shop
Jr
UEC wedge ' Stainless Steel Got
with Flat Washes
SnapNrack Bonding
Universal End Clamp
SnaNrec4 B ontling
Blandon
Clamp
Assembly
SnapN Serrated Stainless a SnapNrack SnapNrack Bonding
Rubber Steel Flange Nut eondmg Channel Nut
Rain cal Channel Stainless
se haled stainless - Nut Flange Nut
Steel Flange Ball SnaPNrad, 'id
Slaie
SnapN di flannigess
MIII Flnlih 92 Degree
Standoff Bdt
SnapNrack
SnapNridr All Purnate
MIII Finish L Foot
Standoff _ease(I-Hole Nrark L -SnapNrackAW�L
Metal Rapt
Base Shown) Ate. LPoo[
MIII Finish Flashing Base Assembly
L Foot Base
SnapNrack Bonding J SnepNraek Bonding SnapNrack Metal
Standoff AssemblyRoo(Base with L Foot Base with Fleshing Standing L Foot
SnapNrack Series 100 UL TechniCal LData
Materials • 6000 Series aluminum
Stainless steel
e Galvanized Steel Flashing
Material Finish -Clear and black anodized aluminum
e Mill Finish on select components
Installation •Ouick and efficient mounting
•Adjustable hardware to ensure clean and level finish
-All components bonded to ground with integrated bonding features
Calcs. & Certifications - UL 2703 Certification
Stamped Structural Engineering Reports for all 50 States
Grounding • SnapNrack Grounding Lug (One Lug per individual row of modules)
Warranty r 10 Year material and worksmanship(download full details at snapnrack.com)
SnapN rack-
(877) 732-2860 www.SnapNrack.com
_. _. REVISION:
-5/16"LAG BOLTS MUST EMBED
2.5'INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT
-TORQUE ALL 5/16"HARDWARE TO ON TOP OF FLASHING
SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT
COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LBS
CAN BE MOUNTED IN -BLACK S.S.7-9 FT-LBS
ANY ORIENTATION S.S.FLANGE NUT -RAILS CAN MOUNT TO EITHER SIDE STEP SLIP FLASHING OVER
SNAPNRACK
-A X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) - L FOOT T BASE AND UNDER ROW
OF SHINGLES ABOVE
CHANNEL S.S.BOLT AND
SPLIT WASHER _
S.S.LAG SCREW !�
WITH FLAT WASHER
SNAPNRACK �2.5'MINIMUM EMBEDMENT
STANDARD RAIL IS STANDARD
SNAPNRACK COMPOSITION `
ROOF FLASHING �:+' / STEP 1: BOLT L FOOT
BASE TO ROOF WITH
/ / LAG BOLT
SNAPNRACK L FOOT BASE- "'QQQ ROOF DECKING TYP.
ROOF DECKING TYP.
FLASHED L FOOT MOUNTING POINT FOR
' USE ON COMPOSITION ROOF SURFACES
WITH IOW TO MODERATE TILT
RAILS CAN BE LEVELED UP TO 3"USING
UP TO TWO LEVELING SPACERS AS
SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION
RAFTER TYP.
��� ^n��n IULV'TRGAAt ENERµ6'cORPy 1�DESIGNER: GMePI�eMers SLhLE: DNS PFRT NUMBER: DESCRIPTION: REV
W UtllO" DRAFTER D Ryan �� S100 PEN D01 PEN DETAIL 01� RED L FOOT TO C
LSE Mau me � =-;� .::"' �APPROVEDDY: 120113 f
-1X SNAPNRACK -2X SNAPNRACK LEVELING REVISION'
-USE CARE DURING LEVELING SPACER ' SPACER
INSTALLATION TO ENSURE
THAT THE SET SCREW IS -1X yi"-18 X 1"LONG -2X 11"-18 X 1"LONG
ROUGHLY CENTERED BETWEEN W --- SETSCREW ' SETSCREW
THE TWO PIECES BEING JOINED Id
R
9._
II I m STANDARD SERIES 100
- • ' 1 A i® - ATTACHMENTS FEATURE 3"OF
VERTICAL ADJUSTABILTTY ON
ALL MOUNTING POINTS WITH
THE USE OF 1"LEVELING
10.5 SPACERS
9.5
- - 8,5 THE FIRST INCH OF
7.5 ADJUSTABILITY IS
ACCOMPLISHED WITH SLIDING
DETAIL A FEATURES BUILT INTO BOTH L
SCALE 5:8 COMPo D STANDOFF CLAMP
RAIL HEIGHT 7.5" a RAIL HEIGHT=8.5 RAIL HEIGHT=9,5" g RAIL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF
ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE @ ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD
B 7"STANDOFF 7"STANDOFF 7 STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE
PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER
ON TOP OF STANDOFF A ON TOP OF STANDOFF NOT TO EXCEED 30%OF
ATTACHMENT POINTS ON
L-FEET OR 10"STANDOFFS.
9 1 FOR A SECOND ADDITIONAL
INCH OF HEIGHT
a ' I ADJUSTMENT,ADD ANOTHER
LEVELING SPACER. USE OF
®- --
_ O d-+'h TWO LEVELING SPACERS NOT
EIF 5.4 - TO EXCEED 109/6OF
_ 4.4 ATTACHMENT POINTS ON
3.4 ^. L-FEET OR 10"STANDOFFS.
RAIL HEIGHT=3.4" gs RAIL HEIGHT=4.4" RAIL HEIGHT=5.4" RAIL HEIGHT=6.4"
ABOVE ROOF SURFACE ABOVE ROOF SURFACE R ABOVE ROOF SURFACE ABOVE ROOF SURFACE
ONE L FOOT ONE L FOOT ONE L FOOT ONE L FOOT
s PLUS ONE SPACER PLUSTWO SPACERS
UNDER LFOOT UNDER LFOOT
^��n DNS
DRAFTER- M . 0Ry. las SC PIE PART NUMBER: DESCRIPTION: RtV
V� IUfUq� WINSTREAM ENERGY 60fiP DESIGNER
- ORyan. F
-- _ DATE -- SI00 DO6 SERIES 70D RAIL LEVELING
IN = -.: APPROVED BY- 12D113
SNAPNRACK SERIES 100 ON FLASHED L•FEET REVISION.
FLASHED L-FEET ARE OPTIMIZED FOR QUICK
AND ROBUST INSTALLATION ON STANDARD
COMPOSITION SHINGLE ROOF SURFACES
FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED
SNAPNRACK MODULE
ATTACHMENT I IARDWARE
-SNAPNRACK
STANDARD RAIL
r,
/
ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD /
ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR
STRUCTURAL MEMBERS SUCH AS STEEL PURLINS)
ROOF SHEATHING, UNDERLAYMENi,-
AND ROOFING MATERIAL,TYP,
SNAPNRACK BASHED L-FOOT-
MAINSTREAM ENERGY CORPN DESIGNER:W _ BE GMCPW.s — iSME DNS PART NUMR (DESCRIPTION REV
FT IWUP DRAER: DRyn DATE S100 DOI SERIES 100 OVE FEIEETT ON FLASHED C
Pv f&o no^k�ICOIOvm " APPROVED BY: _ 120113 r
�MRW
' in �. ~ d .
ri
�� �� 3°� Sk �.n1�sY*M1L+� t+�.t,aks,`��`c4lpa�rt'�•'
�,nd�.p� '�T �•Y'd A�a•Y„�}`�1�`G� 1 �tU 1��� )-Krr'S� j 8{ �'rv�
f h i { i*�'��Ryy 'w pwn,f✓f 2 f x� ,*Lk K� 5
`rreZ^ 4 4y
I 14�
Sing I e Phase Inverters for North America
solar=
OUTPUT
fllenlllill
lt J
0 1
4C ow'."t,;LgE mt,l,ol
383 1O8 229V,
nC G.1'.1
140
AC Freooemy M fiI,' r It' f 1_111ffl ooprpl Itu1.4_t 1(, 0,
14 1, 0 V
,V
(FC1
(jod,
P1.1"Otor,crum"Compt,aHt,
.7hreihqdi
INPUT_._
Fwr.rrIend.dM..CCF,o.e- 1
ISTC� 4-,w A� 65M 75w 124CU
..... .. .. ..
SOD Vd,
Non I.DC In t Voftag e 3 2S 20W 1350 2� Vd,
_
Max.Input curn,ni- 11 13 17 @ W6V 1 18 235 33 @ 208V 35 Ad[
17 @?74MI
3C.5 @ 2WV
Max.Input Short Circuit Current 90 45 Ad:
R"M rotection I ye
' **It_.. p
.H.ty..... .... ... . _1 ... _S . I
Ground Foutt Widion Detection I
Maximum lnVerter Efficiency_..., __�, 973 96.2 98.3 98.3 98 98
97 5 @ 209V . 97 20..8V
CEC WeIghted 1ffi.i.nc 9 .5 99 975 975 975 &.2�1 97.5
4
1 wNuchune k ruQPI � i t ADDITIONAL FEATURES
S-ppoLq,IJ Copununiumon lMeRaces RSd8S,R5232,Ethef.et,ZIete�OPLMIII___
STANDARD COMPLIANCE
ULl,WR .SA.2 2,2
'&tfti Connection Standaros IEEE1547
INSTALLAI ION SPECIFICATIONS
AL output�oduk w,,I AW r np, 3/3' m[niinutnj9-3AWG
Min mum 24-6 AWC
OC input conduit sal I A of r1trings 314`min 4/4"minimum/1 2 grin,/14 6 AWG
nnum 1-2 whings 124-6 NING i
I I
Dimensions With AC/QC Safety 30.5 F LZS 17 30.5 L2.5 u TS 1 105 r.125 s'11-'.1175 x 31`a 250
SiI,1wh,(tYWxqj 775 ,315.191.
%Vt6fnt wuh AC/DC sdrty SIof,.h 51.2 23.2 ii47/*24 7 89.4/43,1 I I�Iky
Cvaiing watumi ConI,,brn, Fans(user reVlae?ahlel
25 dBA
Range 13 to 114U 1 25 to-W IC N IItTI'aft.... 40 to'601 F
Protecdvn HaLit,
11 V. 1�11
PAGE 51
GREAVES
POWER DISTRIBUTION
CU9AL
BUG-BITES" O 90'C
Insulation Piercing Connectors usrEG v I "
Eliminates need Far conductor Insulation stripping
No taping required aher installation ;.,:.;
For copper to Copper,copper to aluminum,or aluminum to aluminum applications ? ,
,#
For Use on insulated conductor only 40
IPC_ SERIES
NAED CATALOG WIRE RANGE TORQUE CTN _EST.SHIPPINGpp
NUMBER NUMBER MAIN TAP VOLTS BOLTS Fr1BS CITY i WEIGHT(105) UNIT 4rt
13110 IPC 1002 110 tl 2-8 300 1 16 1214.08
2.63 CTN
13107 'IPC 4006 Alt-A 6-14 coo 1 t3 1Z1,90 CTN
131ce 9PC"20 41a-2 210-6 coo 1 25 12 CTN
Islas 9PC 2540 250-1 410-6 5C0 1 30 6 4.17 CTN e`
13113 )PC 3540 350.Aid 410-111 300 1 2- C 4.17 CTN - 5'
13114 IPC 3535 350-410 _ 350-410 _ 300 2 _ 25 6 7.63 CTN
13116 t IPC U12 500-250 10-12 300 1 25 4 2.65 CTN
13104 -IPC 5025 500-250 250.4 Ono 1 55 4 4.06 CTN
13105 -IPC 5050 500-30D 500-250 600 1 75 1 264 EA CAUTION
13106 •IPC 7550 750-One 500-350 600 1 75 1 2.62 EA Use Bug-Bites on
'600 Volts.balance 300 Vohs(fur 460V grounded Y systems) insulated cable only!
t Not CSA Perflisd 00 not install on bare cable.
Dual-Rated
GUTTER TAP CONNECTORS �� SP CU9AL
High strength aluminum alloy 6061-T6,tin-plated USlEO 600V 901c
Lay-in designed main Conductor remains continuous
Tap parallel or perpendicular to main m
GP SERIES
NAED CATALOG CONDUCTOR RANGE_ N APPROX.DIMENSIO _ CTN _EST.SHIPPING
MAIN TAP H W L ER (((
NUMBER NUMB CITY WEIGHT(Ite) UNIT
13117 GP Z. 2-12 4.12 SOL T16 ---_S'6 I^h. 24 1.43 CTN (((
13110 GP 10 1T0-2 1t0.12 SOL 1 114 IV. 12 Lis CTN
1311a GP 250 250-110 250.6 11. 1111 2-1c 12 2.54 CTN
13121 GP 350 350-410 350 6 IV. Iv. rv. s 275 GIN For copper-to-copper,
13122 GP Sao 500 350 500-2 I9. IY, 316 6 3.10 GIN copper-to-aluminum,
13123 GP T50 750-500, 500-2 2 1/. 316 3 2.5. CTN aluminum-to-aluminum
h elo0ed straws
Oxide inhibitor is recommen0etl for atltled corrosion prolac0on.
BOON 90'C
Snap-on insulating covers for use with GP connectors For indoor use Only
GPC SERIES
NAED CATALOG FOR USE WITH APPROX.DIMENSIONS IN) CTN ESL SHIPPING x�\
NUMBER NUMBER CONNECTOR COLOR H W L Ow WEIGHT(15s) UN?T
13137 OPC 2 GP2 vELLOW r- r W 0lb CTN
13136 GPC IO GPI10 GRAY
13,40 OPC 250 GP250 RED I s' 040 CTN
1314, GPC 350 GRJ>0 1'ELLOO
IJI34 GPC 750 GP150 OHANbE 1 4�t U?6 CTN
_ b CTN fll/
wn 'greaves-usa.cor"
11 Heritage Park,Clinton,CT 06413•Phone 560-664-4505-Fax 860-664 4545
TOLL FREE 1-600-243-1130(Outside CT)
Mono Multi solutions
THE UNIVERSAL SOLUTION
MAX EFFICIENCY
Module can bear snow loads up to 540OPo and
25OW wind loads up to 240OPo
MA)(00WlER,0UTpUT
Guaranteed power output
10 YEAR 0-43%
PRODUCT WARRANTY
- High performance under low light conditions
Cloudy days, mornings and evenings
25 YEAR
LINEAR POWER WARRANTY lt:depencenlly certified by international
certification bodies
Manufaclured occording to Inlomationn!Oucilily
andE11010 MM-fli Management Sy0em Stcwcicjr�js
I SO ISO9001, IS014001
LINEAR PERFORMANCE WARRANTY
TSM-PCOS.08 / TSM- PAC5,1)3 �1 ' E +.:t1 'A r�JAL SC-LUill=)t�i
DIMENSIONS Of PV MOD UICTSM.PCTPA DS 0e _' "-' - -' rv.•J �:p -u�!n+ :�;n _- 1-`'_/`.'
E I.E�re;.: a> a -+.r Ir,l 1F ;•rl:.c' / . . . _...'.
9lmm
Feek 2:1' 245 250
�:o...�+ + ���g Po«-+OmFonawnrrccw•IRi i91 O OH] CIA3 DN3 Ol'3
1 _ Mumcm tc.mi Vci<Ee W-IVI .f 7C< CF J
1 +x .�d+MmFcnc+.,cn<nl-le•InI 7.7'l J,BI ]PO
\ ^^'�' CFt�•CI¢VII'/GbStY¢IV; 9TD _J,I 9L2 J3 -7.4
�( Skorl C'vwll CmrenNa<IA; 836 8_T 931 2A7 250
Mcdale 1161.1.11..1%) IJ I I<.A Ie.J ISf, 153
E � a<I�e:el:IcnticrG 1¢:ICane:Nm+'K11"+AA!).l.+mcJ'arceI0C0VVm'.CNl lemieloluR'tJC:
B
1
FLELiWCA1 OpiA gNOLT 1SM.230 TSM-135 ISM-7d0 ISM 21 ISM-25c
PClPA05 OB PCJPA(M00 PC/PA05(M PCIYA0506 PC/PA .0
Mm'rJtim Pd/f](WI IW 172 ITS 178 le3
Ma>trnumF.Vm iw,p) 0.1 27lI D.7 2T.8 27.7
wr Maalmum P—Cunene]A; 6SO d.97 6.J1 6.11 6.62
open 0mull VnlbOc IV1 33.2 34D q1A 34.2 31.0
917mm PD
$MIl a+cuO Cunent(A) 6.66 6.T0 6.15 d.B3 >.A
B u.l v:ev MOCP.Ino]bnca v1800WW.N N.,Jempmlu+e TIY IVP+d Speea IMh
MECIUNICAI DATA
E1I'L�J(II 5oyrurlk MUMIc*]'zlnlline 156*ISdmm(dlrlctlesi
3 Geibrianb116n MD h(6.101
MOMVIe dmenDon 1650•592eIOmm IM-95.39.05.1.511nehm)
I_Jnnm -( A-A WeIONI 1V5YD(43.0 lb)
GlcsP MITI,lmmpomnry ljbrgRlss 3.2mm(0.13 lnckm)
frglm Ah�TQtl?Iummlum ol!q•
]-69: r as n1•e
v C Unv'PC 01+C klpDplE I WA,230 PUPd 95 Ofi -
Cobbr/Connector PM1OIovnNaiclachrobq•w610'I.01nm•'(UADaIMI.es'1.
7� IOODmmiJv.l mcnml.MG '
6Y
Z 6A TEMPERANRE RATINGS - MAXIMUM RAVINGS
Nominvi OnemN+g CeB 66'C It2'q OPeltlpon0lbmpemlvre -4a-ta5°C
Taiiip1.V (NOClj MatlmOm iyslem IOODV OGIEC)/
V 1'
/-__. iemp+ulue C�-f6-xnly Pwa -0.13R1'C VOIhOe 60Jv 0.;W
1. femP:vaNm Coofndenl ofVr ].J2R/°C MaASeAJnfub Ra Mlq 15A
u - \ 'emP�Olurs CPa'nfl[nl ollc JD016/'C
0^ DI' 2]5 llf J):
V•v'110'-IV]
,.wig>nlrc:en:.{+v tiv:'.on of :.i.m'OB:Ohv+ '/Iii:VANIi—____-- r•—`•
25
Cci 11°le.,I r_.i PAC<AGNG.^OI r1G11.9eP[J)`I
?J Lin •w�+ CE
UL'r ry ore5f