42 BAY VIEW AVE - BPA-15-1172 SOLAR The Commonwealth of Massachusetts c{�
a)44 Board of Building Regulations and Standards REC«C `CaF���C S
Massachusetts State Building Code, 780 CMR iNSPE TICSALV1
v Rew.ved),Iar2011
Building Permit Application To Construct, Repair, Renovate Or Demolish a OCj Zb A �
One-or Two-Fcmzily Duvelling 10t5
r— This Section For Official Use Only
c' Building Permit Number Date pplied:
L /lw,,
1� Building Official(Print Name) Signature V Date
SECTION l: SITE INFORMATION
r'n 1..1. Property Address: 1.2 Assessors Map &Parcel Numbers
�+ 42 Bay View Avenue Salem,MA 01970
I.la Is this an accepted street'?yes no Map Number Parcel Number
1.3 Zoning Information: lA Property Dimensions:
Zoninc District Proposed Use Lot Area(sq tl) Frontage(ft)
1.5 Building Setbacks(ti)
Front Yard Side Yards Rear Yard
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.L a 40.§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: _ Outside Flood Zone?Check El Private❑ Check if yes❑ Municipal❑ On site disposal system ❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record:
Robert Cook Salem, MA 01970
Name(Print) City, State,ZIP
42 Bay View Avenue Salem,MA 01970 978-744-0416 ddycelaine@comcast.net
No.and Street Telephone Email Address
SECTION 3:DESCRIPTION OF PROPOSED WORK' (check all that apply)
New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units Other s(Specity: Solar
Brief Description of Proposed Work`: Install 2.6kw solar panels on roof.Will not exceed roof panel,but will add 6"
to roof height. 10 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 $10,000 ❑Standard Cit)dTown Application Fee
❑Total Project Cost'(It'em 6)x multiplier x
3. Plumbing $ 2. OtherFees: $
4_Mechanical (TIVAC) S List:
5. Mechanical (Fire $ _
Suppression) 'Total All Fees: $
Check No. Check Arnount: Cash Amount:
6.Total Project Cost $11,000 11 Paid in Full 0 Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5A Construction Supervisor License(CSL)
103631 8l30/17
Gregg LaCasse License Number Expiration Date
Name of CSL Holder
List CSL"fype(see be-low) U
20 Patterson Brook Rd. Unit 10
No.and Street Type Description
U Unrestricted(Buildings up to 35,000 en_ It.)
W.Wareham, MA 02576 R Restricted 1&2 Family Divellin
Cih/fo n. State " IP M Masomq
RC Rcxfin>Coverine
WS Window and Siding
SF Solid Fuel 13umine Appliances
(508)291-0007 I hisulation
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 orHIC Registrant Name
20 Patterson Brook Rd. Unit 10
No.and Street Email address
W. Wareham, MA 02576 (508)291-0007
cof Town,State,LIP 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 pennit.
Signed Affidavit Attached? Yes ..........I( 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 Tom Blumetti
to act on my behalf,in all matters relative to work authorized by this building permit application.
Please see attached letter. 10/20/15
Print Owner's Name(Electronic Signature) Date
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 e and accurate to the best of my knowledge and understanding.
Tom Blumetti 10/20/15
Print Owner's a'Authorized Agent s Name(Electronic 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(HIQ Program), will nor have access to the arbitration .
program or guaranty fund under M.G.L.c. 142A. Other important information on the FITC Program can be found at
wbym\•.nmags. ovg /oca Information on the Construction Supervisor License can be found at www.mass.gov/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. fL) 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"
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 15, 2015
Salem Building Department
Salem,MA Re: Solar 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 is 2x6 at 32"o.c.with 8'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 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 @ 32" o.c. knee wall over an interior bearing wall to limit span of
rafters between supports to 7'.
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 Robert Cook.42 Bavview Avenue,Salem,
Massachusetts
This installation design will be 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 [CC 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 3'/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 3/8-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
MgS$gCy
Richard B.G6rdon, P. . ° N
� RICHARD B. m
Massachusetts P.E. License No. 49993 o GOROON
MECHANICAL ENGINEERING o MECHANICAL "
CIVIL ENGINEERING NO 49993
ELECTRICAL ENGINEERING `�' O/STe40
;S;ONAL
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
��JJID
C TL�77]nCil-ID:LLLTr>z
SNAPNRACK
STANDARD RAIL
ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD
ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR
STRUCTURAL MEMBERS SUCH AS STEEL PURLINSO
ROOF SHEATHING,UNDERLAYMENT,
AND ROOFING MATERIAL®
FS 3EEI-IE11 n I IIIEf I-I
( ,�n� ����p (,,,, WINSTREPM ENERGY CORP DESIGNER: GMcPh,0.e SCALE ® PARTNUMBER. DESCRIPTION REV
51 Uvul 1J�`jv(amzl ) ��- '� ogn Ell DR'� 810D 001 SERIES IOD OVERVIEW.ON FLASHED C
^ Sao ,,.R. a�., r
APPROVED SY: DAflF ® L-FEET
RFdIS10N:
SNAPNRACK MODULE
ATTACHMENT
HARDWARE
SNAPNRACK
STANDARD RAIL
ROOF SHEATHING,UNDERLAYMENT,
AND ROOFING MATERIAL®
ROOF RAFTER TYP(ROOF ATTACHMENTS
SHOULD ALWAYS BE EMBEDDED INTO ROOF
RAFTERS OR STRUCTURAL MEMBERS SUCH AS
STEEL PURLINS IZIIII-TrM RTtTF
oi➢Li�'iiTZrm 11
^++ p MAINSTREn ENERGY CARP DESIGNER: QWPMe., SCALE: PARTNLMBER. DESCRIPTION p.y
k� ' . °'• " °"" DRAFTER DRya 8100002 SERIFS 100 OVERVIEW.ON STANDOFFS F
A LL'.�QE1f9�'1,� }Taw�4.H.TP.". •':s,:x:»•fir,::x:;ti,:�;,:.:.:::- APPROVED BY DATE:
SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION
NOTES:
-STANDARD LAG BOLT SPEC ASSUMES
5/16"LAG BOLTS WITH 2.5"
EMBEDMENT IN ROOF STRUCTURAL
MEMBERS/RAFTERS
-TORQUE ALL I"HARDWARE TO THE
FOLLOWING: ROOF RAFTERS OR
-SILVER S.S. to-16 FT-LBS STRUCTURAL MEMBERS
-BLACK S.S. 7-9 FT-LBS
RAIL CAN MOUNT TO EITHER SIDE OF
POST(UPSLOPE M DOWNSLOPE)
-FOR UNEVEN ROOF SURFACES, USE -SNAPNRACK MODULE
UP TO TWO LEVELING SPACERS PER L MID CLAMPS MODULE OVERHANG
FOOT OR STANDOFF.SEE DRAWING \' (NOT TO EXCEED 300
"STANDARD RAIL LEVELING'FOR OR MANUFACTURER'S
DETAILS AND LIMITATIONS 1 RECOMMENDATIONS)
MODULE OVERHANG .
STANDOFFS ARE BOLTED
INTO ROOF RAFTERS OR
STRUCTURAL MEMBER
^"e
i
"RAILSPAN"
DISTANCE BETWEEN
ROOF ATTACHMENTS
"RAIL END OVERHANG"(NOT TO EXCEED
34%OF ACCEPTABLE RAIL SPAN)
' �j MAINSTREAM ENERGY CORP. DESIGNER: IWPho.' , SCALE DNS PARTNUMBERr DESCWPTION- REV
Snap1 [ack- DRAFTER. D Ryan S100 D05 SERIES 100 TYPICAL I-AYOUT F
DATE
APPROVED BY: : 120113
-1X SNAPNRACK -2X SNAPNRACK LEVELING REVIS10m
USE CARE DURING LEVELING SPACER SPACER -
INSTALLATION TO ENSURE 4
THAT THE SET SCREW IS -1X-j`-18 X 1"LONG - 2X{g"-18 X 1"LONG
ROUGHLY CENTERED BETWEEN y SET SCREW R SETSCREW
THE TWO PIECES BEING®INED •9
Y
n
51 ANDARD SERIES 160
ATTACHMENTS FEATURE 3"OF
VERTICAL AD1 7ABIlIFY ON
ALL MCUNTING POINTS WITH
-• f1HE USE OF 1"LEVELING
ORE (SPACERS
OID
® ® THE FIRST INCH OF
ADEUISTABILFFY IS
ACCOMPLISHED WITH SLIDING
DETAIL A FEATURES BUILT INTO BorH L
SCALE 5:8 FOOT AND STANDOFF CLAMP
COMPONENTS
t I 1 t
RAIL HEIGHT 1:17.5" RAIL HEIGHT M.5" F RAIL HEIGHT CD.S" RAIL HEIGHT❑'i0.5" FOR AN ADDITIONAL INCH OF
ABOVE ROOF SURFACE ',ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADSUSTMENT,ADD
h 7" STANDOFF `7"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE
PLUS ONE SPACER PLUS TWO 5PACERS Of 5114GLE L[VEI-ING SPACER
ON TOP OF STANDOFF d ON TOP OF STANDOFF NOT TO EXCEED 300 OF
ATTACHMENT POINTS ON -
l_FEET OR 10' STANDOFFS.
9 ' FOR A SECOND ADDITIONAL
t INCII OF HEIGFFT
_ 'ADGJSTMENT,ADD ANOTHER
1 IFVELING SPACER. USE OF
t •- • -TI, TWO LEVELING SPACERS NOT
TO EXCEED 10O OF
DIE _ - ATTACHMENT POINTS ON
' 1 C L-FEET OR 10'STANDOFFS.
F RAIL HEIGHT M.77 RAIL HEIGHT mQ s RAIL HEIGHT LIS.LS =- RAIL HEIGHT CS.Q
ABOVE ROOF SURFACE `-_ ABOVE ROOF SURFACE D ABOVE ROOF SURFACE ABOVE ROOF SURFACE
ONE L FOOT ''ONE L FOOT ONE L FOOT ONE L FOOT
PLUS ONE SPACER PLUS TWO SPACERS
UNDER L FOOT UNDER L FOOT
/r MAI N6IPAd ElEPGV CORP DEGIINER 0WPneebre scl-E PART NUMBER DtSCR PTUY REV
F
oe�FreR c u;".,,, 5100 DOS SERIES 100 RAIL LEVELING
i lib rig A'9.9'w= - Aervmveu Er UAIE
1 REVISION
USE TILT KIT OPTION FOR INSTALLATIONS '\
THAT REQUIRE MODUI ES TO BE TILTED
ABOVE THE EXISTING ROOF SLOPE
SYSTEM SHOWN 15 DESIGNED FOR TILT
ANGLES FROM 10 TO I3 DEGREES
ABOVE ROOF SURFACE ^�
USE OF ANTI-SEIZE ON TILT HARDWARE
IS RECOMMENDED(PARTICULARLY FOR MAX LENGTH: LB" `
STAINLESS TO STAINLESS HARDWARE) WITH STANDARDI�
ENGINEERING {
REFER TO S100 TKT SERIES 170 TILT KIT TOOL
FOR A SIMPLE TOOL THAT DRAMATICALLY
SIMPLIFIES TILT KIT INSTALLATION BY SNAPNRACK
SUPPORTING THE UPPER RAIL AHEAD OF RAIL STANDARD
MODULE INSTALLATION
SNAPNRACK
MID CLAMP ASSEMBLY
CUT REAR TILT LEG FROM SCRAP .
OF STANDARD RAIL "`•,�,
ni
SNAPNRACK
_ 1
TORQUE TO 0-1 HANNE WHEN L SNAPNRACK L-FOOT
USING WEEKS.WHEN USING ALL-PURPOSE OR
SNAPNRACK BONDING CHANNEL ` L-FOOT COMPOSTTLON
NOTES: NUTS,TORQUE TO 14-16 FT-LBS.
WEEKS ARE NOT REQUIRED WITH ,
-TORQUE 1}^ HARDWARE TO THE FOLLOWING UNLESS OTHERWISE NOTED: BONDING CHANNEL NUTS.
-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 • X I"(OR L25")S.S. 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 ODINTS
BETWEEN L-FEET AND SNAPNRACK STANDARD RAIL SCRAP PIECE
- FOR LOWER TILT APPLICATIONS SEE"SERIES 100 TILT KIT 0-15 DEG"
-SNAPNRACK PAIL COVER CAN BE USED TO COVER CHANNEL IN REAR TILT LEG
MNN TREAM ENERGY CORP DESIGNER CMCP�eeRv; LO4LE PART NUMBER DESCRIPTION REV
Mold,�JL'� j I . ,,,"" "-' oRAPT_R OR.. DNS S'100 D10 SERIES 100 TILT KITS 10-45 DEG WITH L C
�w Dale FOOT MOUPIT r
f:�� tB 8!y39tfi<� _ APPRouEU Br 120113
USE TILT KIT OPTION FOR INSTALLATIONS
N
THAT REQUIRE MODULES TO BE TILTED
ABOVE THE EXISTING ROOF SLOPE
SYSTEM SHOWN 15 DESIGNED FOR TILT 1 �ANGLES FROM 10 TO El DEGREES
ABOVE ROOF SURFACE ON STANDING MAX LENGI"H: CB" ` \.
SEAM MEIAL ROOFS WITH STANDARD ` \ SNAPNRACK
USE OF ANTI-SEIZE ON TILT HARDWARE ENGINEERING RAIL STANDARD
RECOMMENDED(PARTICULARLY FOR S ,
TAINLESSITI STAINLESS HARDWARE)
REFER TO S100 TKT SERIES 170 TILT KIT TOOL j
FOR A SIMPLE TOOL THAT DRAMATICALLY
SIMPLIFIES TILT KTT INSTALLATION BY SNAPNRACK CHANNEL NUTS, r SNAPNRACK
SUPPORTINGTHE UPPER RAIL AHEAD OF TORQUE TO 10-16 FT-LBS WHEN CHANNEL NUT
MODULE INSTALLATION USING WEEBS.WHEN USING
SNAPNRACK BONDING CHANNEL "X 1" (OR 1 25")S.S. BOLTS
NUTS,TORQUE TO 14-16 FT-LBS. , WITH SPLIT LOCK WASHERS
WEEBS ARE NOT REQUIRED WITH ,
BONDING CHANNEL NUTS.
CUT REAR TILT LEG FROM SCRAP
OF STANDARD RAIL
NOTES: \
s SNAPNRACK SNAPNRACK SEAM CLAMP
-TORQUE-�'HARDWARE TO THE - \, ` MID CLAMP ASSEMBLY WIDE OR STANDARD BASE
FOI LOWING UNLESS OTHERWISE \
NOTED:
-5 LVER S.S. 10-16 FT-LBS
- BLACK S.S. 7-9 FT-LBS f\ .
- REFER TO ENGINEERING CHARTS
FOR RAIL SPAN BASED ON MODULE -j5"FLANGE NUT
TILT ANGLE,WIND SPEED,AND
SNOW LOAD SNAPNRACK L FOOT ALL-PURPOSE
- BACK SUPPORT"LEG"IS OR L FOOT COMPOSITION
FABRICATED FROM A SCRAP OF X i" S.S. BOLT
RAIL. CALCULATE REQUIRED TILT - WITH SPLIT LOCK WASHER
LEG LEN G7H. CUT RAIL AND DRILL TWO J"HOLES AS SHOWN SNAPNRACK SEAM CLAMP
-FOR LOWER TILT APPLICATIONS WIDE OR STANDARD BASE
SEE "SERIES 100 TILT KIT 0-15 'DEG" X 1" (OR 1.25")S.S. BOLT
T$
- SNAPNRACK RAIL COVER CAN BE WITH SPLIT LOCK WASHER
USED TO COVER CHANNEL IN REAR
TILT LEG
MAINSTREAM ENERc G SIGNER SCdLL DNS PART Null%2; ❑ESCRIPTION RE4'
ciq (� V LS 7� ,Fltn LRra Sioo oii SERIES 100 TILT KITS 105 DEG SEA
Mn F
i csau5 7. ao . APPROVEL BY °all, 120113 CLAMP MOUNT
NOTES: REVISION
-5/16" LAG BOLTS MUST EMBED
25"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT
-TORQUE ALL 5116"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 S.S. FLANGE NUT -BLACK S.S. 7-9 FT-LBS STEP 2: SLIP FLASHING OVER
. .
ANY ORIENTATION -RAILS CAN MOUNT TO EITHER SIDE L FOOT BASE AND UNDER ROW
A X 1"(OR 1.25") OF L FOOT(UP5LOPE VS DOWNSLOPE) OF SHINGLES ABOVE
SNAPNRACK S.S. BOLT AND
CHANNEL NUT SPLIT WASHER
S.S. LAG SCREW
WITH FLAT WASHER
SNAPNRACK 2.5"MINIMUM EMBEDMENT
STANDARD RAIL - 1S STANDARD
i
SNAPNRACK COMPOSITION
ROOF FLASHING STEP 1: BOLT L FOOT
BASE TO ROOF WITH
LAG BOLT
SNAPNRACK L FOOT BASE ROOF DECKING TYP.
o,.
ROOF DECKING TYP.
FLASHED L FOOT MOUNTING POINT FOR
USE ON COMPOSITION ROOF SURFACES
WITH LOW 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.
MAINSTREAM 5W� ENE GY CORP DESIGNER. 0 AdP[Neteu SCALE DNS PART NUMBER'. DESCRIPTICN REV R ,
uRn_�ER o Rye, 5700 PEN 007 PEN DETAIL 01,FLASHED L FOOT TO C
FvagwnLPrvf7U%Zftom .,..: . --.:_, .: APPROVED BY. DATE' 120113 RAFTER
CAMMING SEAM CLAMPS ARE REVISION
SPECIFIED WITH A BLACK OXIDE
STAINLESS STEEL BOLT. IT IS
IMPORTANT TO USE THE PROVIDED
BOLT AND TO TIGHTEN TO 16
FT-LBS FOR FULL LOAD CAPABILITY
CLAMP CAN BE USED
TO SECURE RAILS OR
DIRECTLY SUPPORT
SOLAR MODULES TO D TERMITO E BOLT SIZE
TOP
WITH MODULE CLAMPS OF THE CLAMP(X)AND ROUND
UP TO NEAREST�"BOLT SIZE
L FOOT OR SIMILAR TILT
BRACKETS CAN BE ATTACHED
TO THE TOP OF THE CLAMP
AND PROVIDE A MOUNTING
POINT FOR RAILS OR OTHER 3: BOLT IS
STRUCTURAL MEMBERS TIGHTENED,
SECURING
CLAMP AND L ❑TORQUE BOLT
I FOOT AT THE TO 10-16 PT-LBS
SAME TIME
"X..
SEAM CLAMP BASE
(STD BASE SHOWN ,
BUT INSTALLATION 1
OF WIDE BASE IS - SEAM
IDENTICAL) ' CLAMP - .. .9
CAM 2: OPEN i
CLAMP GETS
1: INSTALLATION STARTS SEAM LOWERED .5 TYP.
WITH CLAMP IN CLAMP ONTO SEAM
OPEN POSITION THREAD
WITH BOLT LOOSE INSERT
1 2 3 ❑
1\1c •. .,fEAEN MEROY CO RP. DESIGNER: GMWPWmem SCALE: DNS PAR!NUMBER', DESCRIPTION' REV MAINS
`^•- •^ -- "" OHAFIER SIDO PEN 004 PEN DETAIL 04,SEAM CLAMP F
` TC'%L!1714DT�1•°13%M J= APPROVED RY^=-:-"T�.`"..••._.•..•••,.•; . DATE:
L 120113
11Y
INSTALLATION OF NEW ROOF MOUNTED BAYVIEWAVENUE*
2.6kW PV SYSTEM
42 BAY VIEW AVENUE
SALEM, MA 01970
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� SAL[M,MA IIIJIII
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