19 CEDARCREST AVE - BUILDING PERMIT APP ��'fff//{JJJ///t��•'��[[[ The Commonwealth of Massachusetts
^ Board of Building Regulations and Standards CITY
Massachusetts State Building Code,780 CMR, 7n'cd'tion OF SALEM
� Revised January
Building Permit Application To Co str t,Repair,Renov Or Demolish a 1, 2008
One- a Tw -Fa 'ly Dwelling
This Section Fot Official Us my
Building Permit NM /
berf e App 'ed: ? /
Signature: rK xr
Building Commission nspector of Building Date
SECTION 1-. SfTE INFORMATION
1.1 Property Address: V 1.2 Assessors Map& Parcel Numbers
l.la Is this an accepted street?yes_ no Map Number Parcel Number
1.3 Zoning Information: 1.4 Property Dimensions:
\ Zoning District Proposed Use Lot Area(sq fl) Frontage In) ,
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? Municipal❑ On site disposal system ❑
Check if yes❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner of Rc rd:
Name(Print) Address for Service:
47b - 36o -moo Po
Signature Telephone
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 X Specify: Aof•e VoO 2: 5
Brief Description of Proposed Work': I {s r_ j... a ..�..f•n r. a a.. je au tt
5•�br GIC Lr �L O•NNo-v•
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials
I. Building $ '� 1. Building Permit Fee: $ Indicate how fee is determined:
I F 9 ❑Standard City/Town Application Fee
2. Electrical $ ❑Total Project Cost'(Item 6)x multiplier x
3. Plumbing $ 2. Other Fees: $
4. Mechanical (14VAC) $ List:
5. Mechanical (Fire $
Suppression) /� Total All Fees: $
6.Total Project Cost: $
S a Check No. Check Amount: Cash Amount:
a ` 7 ❑Paid in Full ❑Outstanding Balance Due:
SECTION 5: CONSTRUCTION SERVICES
5.1 Licensed Construction Supervisor(CSL)
License Number Expiration Date
Name of CSL-Holder
4 List CSL Type(see below)
Ad, Type Description
U Unrestricted(up to 35,000 Ca. Ft.)
R Restricted 1&2 Family Dwelling
S
ttt �attire Q M MasonryOnly
a o 2'7� �S S�S RC Residential Roofin•Covering
Telephone WS Residential Windowand Siding
SF Residential Solid Fuel Burnin•Appliance Installation
D Residential Demolition
5.2 Reg tered one Improvement Co tractor(HIC) ?f]
�j Io j.l_ � BN..-tea o.2t;,,. 5 9`1l 7
Hl Con ally Name r HiC Registr a N,me,. Registration Number
Ad 55 ,vc. h tv�t c tv� o - 6, 9 a p 1a
6 t*1-i? ,�C�SS' Expiration Date
Signature Telephone
SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.g 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 ..........A No...........❑
SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
30-CG C-e as Owner of the subject property hereby
authorize 1jeW d. gn,I Lw.-d•b o✓x. to act on my behalf,in all matters
relative to workkaauthori this
//building permit application.
Si na of Dwrier Date
SECTION//7b:OWNEW OR AUTHORIZED AGENT DECLARATION
1, �G�v Ore., /n-. / S-e—N ,as Owner or Authorized Agent hereby declare
that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and
behalf
0- K dsv
Prin
Signs arc of Owner or Authorized Agent Dale
(Signed under the pains and penalties of perjury)
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(I-IIC)Program),will not have access to the arbitration
program or guaranty find under M.G.L. c. 142A.Other important information on the HIC Program and
Construction Supervisor Licensing(CSL)can be found in 780 CMR Regulations 110.116 and 110.R5,respectively.
2. When substantial work is planned,provide the information below:
Total floors 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'
8 7 6 5 4 3 2 I
,,p� RnFTERS z x 9'Y m'o c.
D D
4 nAx naDxE RAa vex
A
L
amoucmu'uamwi
I
0.1Y®7MWGLFDJ! 6S --
M.BI 9NF1'E la'S
I
I
RRM uxluMn IO
aRI _
M1fEP101I!
C C WPICA-WATFACHMENTOETAIL-SC:3'=1' I C ARRAY2
ARMY 1 1
ARMY 1 LAYOUT-SC:$16'=1'
LEGEND: NOTES: -
B STRUCTURAL SPECIFICATIONS YINPd12NREB 30L41 MCWLE 113 T➢TN) 1.E%ACi%ACEMFNi OFAAMYCN POGFIBD.FIACEAO+AT B
TO AVDI O ECCES6IVE 5 W W WG FNOM YENI PIPE.
12 2.IATOUTANOSPASHGBASEO CFIANNING.
MODULE. 1BNGLIZAP-28B OESNMI COXDIROX9 gIjTER r!%p'®ISO.C1 MOxXIIXG,AND IX$iILAIICN CLOWNEIOFllNE3.
MODULEWOGHTP) 0.1 'MIND SPEED RMPH) RIC 3.INSTALL SEA UMS LED ROOF MO ACCORDING TO
ELEVATIONADETAIL-SC:3/fi'= _ MDDULELEN I(T a EWADREGIEGCRY B —UNIMCSOWUIOUNTSTANONDMKIDILEWVL MµUFAL7URERSPECIFIUPON6.
NOTELPbSUMPIICNS: WDIREM MO 39 NOCf HEIGHT(I ID ® 6FIlEDMWNI6IM MTAL) I.MCWLEMLSION➢E] EHDATI I1/CPASi THE
1.103MMIDESIGNWINOSPEED - - EDGE OF M ASNYl
2.E%FOSURECAMM YB
1 MAXIMUM ROOF HEIGHT OF A FEET ARMYOETAII I NUNBEROFMOO.AES 12 MRAYOETNL 2 NIIMBEROF MCWLES 6
CROOF PRCH2d DEGREES MMY SIRUCNML ANUY Si1NCNRLL
.SSPRUCEFINEFlRR ERS-YMS'®1CO.C. MOODUINU TDB) SM.4 M RSff SxC MOWLE WEItlR1LB) 2622 MFIERSGE Sx$
6.U41MC ST.A730MUISUARMCUNTRMLS R NGMEIGHITLB) 189.55 RAFTER FACING WO.0 RACIBNGNEIGHTBB) 38.4 RAFTER SPACING ITOC.
TTOPMWMLAM CPINGMETICOFORFV AY A YWEKBHTWR 7120 WCMU1M 11SRW 1ST 'ANNYWEIGHTRB) 298,1 MWMUMMFTFRSPAN PV
S.MI SPACINGWI.G BOLT SIZE PFAUNIRAC'SCIdAMJUMCCDECpIPLLNlfP4NNINO AND ARMyOh•A 150 R.) 21115 POWWG ARILAYPAFA(W.RJ 1DS.W ROOFlHG
ASSEMBLY..TIT.
9,ROOF ZONE 3 XCUATIWSSIONA MAXIMUM DCNNFORCE PONT LOADING OF MA L35 AND A A NYLM0IL85OST.) 3A MAIERLY COMPOSITE MINGLE APAAYLOP0118.'SO.FT.) 2A WTERLLL COMPWITE SHINGLE
MWMUM UPFORCE POINT LOMING OF 10 9 M REWIRING A E0.T WTH A MINIMUM TIREW WMEEROFMWNTS N NUMBER OF MOUNTS 16
OEPIHOF2T.. LOADPERMWNTARMWN17 29.7 LDAD PEAMWMILSMWND I&M,
A BRUCE 4.14 kW PV A
(C)2D1D CLOBU RESOURCE OPOONS.INC.OBA GROI BRUCE RESIDENCE groSolar _ GRID-TIE _
T IS DMWTNG MAY NOT BE REPRODUCED,ELECT ON CG Y,DIGITAILY OR OTHERIISE COPIED OR EJ(CWWGED WTH OTHER PERSONS,W1MgIRTHE w ^
NWRENCONSEMCFMO3^LPESOURCEOPMONS,INC PER IMONISGWWI MRM RODUCTICHBYAHANHCW2FDDENFRL EM B �^ UT81190YIZ.10F A
PUMEOFINUT NGEWIPMSMPROVIOEDVaG Ei IMSCIMCEWMSINC. w 19CEDARCRESTAVE d,
SALEM MA01970 """ e. NIT �NPT 13 oEcmtD
uue.
8 7 6 5 4 3 2 I
❑ Main Breaker
Panel • •
AC Disconnect
Switch
IDC Disconnect Switch and
PV Meter
Main house roof dimensions 49'5" wide
17' tall, dormer 17' from left edge, 18 feet wide, 10 feet tall
Vent pipe 3 feet from right edge, 2'10 from front edge
Porch dimensions 8' wide X 19' tall
Clean
See page 3 for layout details
18 yingli 230 modules
-Top row 7 modules on main house e
2" row 57
on main house
6 modules on porch roof:3 rows of 2
Enphase inverters
R
Tree(s)
Utility Meter
Azimuth: 180 deg. Array Angle: deg.28
Customer/ Location: Fcolleen Bruce Drawn By: CNB System Type: PV
Installed By: I groSolar Date: 10/18/10 Drawing Type: Site Sketch
groSolar brilliant energy solutions Page: 1 Revision:
601 Old River Rd., White River Jct., VT 05001 Sr-alp- Nnna Fila mama-
s°UNIRAC
SOLARMOUW Technical
Datasheets , m�
A"M Tn GROUP(UMPANY
SolarMount Technical ®atasheet
Pub 100602-ltd V1.0 June 2010
SolarMount Module Connection Hardware.................................................................. 1 L Bottom Up Module Clip.................................................................................................1
MidClamp ................................................................. ...........2
EndClam ........................................
SolarMount Beam Connection Hardware......................................................................3
L-Foot...........................................................................................................................3
SolarMountBeams.........:................................................................................................4
SolarMount Module Connection Hardware
SolarMount Bottom Up Module Clip
Part No. 321001, 321002
lNasfier Bottom Up Clip material: One of the following extruded aluminum
Bottom ,Nut (6idden..(((s9_.q alloys: 6005-T5, 6105-T5, 6061-T6
Up CIO no Ultimate tensile: 38ksi,Yield: 35 ksi
Finish: Clear Anodized
'�. .. Bottom Up Clip weight: —0.031 Ibs (149)
Beam /olt Allowable and design loads are valid when components are
assembled with SolarMount series beams according to authorized
UNIRAC documents
Assemble with one%"-20 ASTM F593 bolt, one '/"-20 ASTM F594
serrated flange nut, and one Yd'flat washer
Y " Use anti-seize and tighten to 10 ft-Ibs of torque
1! Resistance factors and safety factors are determined according to
part 1 section 9 of the 2005 Aluminum Design Manual and third-
party test results from an AS accredited laboratory
Module edge must be fully supported by the beam
* NOTE ON WASHER: Install washer on bolt head side of assembly.
DO NOT install washer under serrated flange nut
Applied Loadj15566(6967)
verage Allowable Safety Design Res7Fa
_ Direction ltimate Load or,
Load Ibs(N) Ibs(N) FS Ibs (N)
,IqC I Tension,Y+ 686 (3052) 2.28 1038(4615) 0,662
�ITransverse, X± (5019) 329(1463) 3.43 497 (2213) 0.441
I_ -I Sliding,Z± 292) 27(119) 2.44 41 (181) 0.619
Dimensions specified in inches unless noted
a