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Home My WebLink About0075 STONEY POND CIRCLE y TOWN BUILDING PERMIT APPLICATION . 'A TOWN OF. BARNSTA�LE �1�p- 0 °C5 Map lY Parcel O Application Health Division 5 ? =1 "', 4: 25 Date Issued, Conservation Division 414� Application Fee 1 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis /YLrG e ;�-Project-Street-Address �� _ -Stlff4� !Villag,_ N(ea S M C ct's ,-OwnermoUfEr aNN nM05� Address 3D`1?5� �B Telephone' rhI a �� FermitrRequest- - (MCZc 1��7�(Ge- "�`7TC� ��p U �,►��Ci� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ProjectValuation Construction Type Lot Size Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ 'Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing . ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION - (BUILDER OR HOMEOWNER) _ Name 1`�K'S Telephone'Number Address JiGimir License # d� �O OVTl - M A- 006Z� (c, Home Improvement'Contractor„# A&7?�� E Fa.i ~ � ��g�� `�' Worker's Compensation # OUC"LM'7052r ALL CONSTRUCTION DE IS RESULT FROM THIS'PROJECT WILL BETAKEN TO- 5 L SIGNATURE DATEr�-- FOR OFFICIAL USE ONLY- APPLICATION # DATE ISSUED ' MAP/ PARCEL NO. ADDRESS VILLAGE OWNER ; DATE OF INSPECTION: j FOUNDATION FRAME INSULATION r ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL FINAL BUILDING r I" DATE CLOSED OUT- ASSOCIATION PLAN NO. - 1 Aok The COIIIwOli'weakh Of �Ppt�fi�e�xt o� st>"iat�ctzd� ' OfficeO 600 Wasb&gfon S`6z Baswn,MA 02HI • tivrvazu�ass:�f�ra - Wnrk-ers' CompensadsanInsurmceAffidavit Buflder-dConb-.mtars/Eechicbm&fPlumbers AM3HCMntIUfaMaflOn Please Prim Plu=-,A-- Are Q an employer?Checkthe appropriatetax: :Typeof project r I. p�I am a 1 Berth 4 ❑I am a general confmctar and I . Fs'Ol ( mod}= fi employees andfor part-time * have h redtfie sow , Elew oomsfr 2,El am a sole grapdebaa orgarhxer- Pisted cta�e at�ched sheet �- ship and leave no employees These sub-conkactox have 9- F!�/D emoIdioa vwod-iag for MM is any capacity. em0ayees,and have wad=- 9. ❑Building addifion [No wodmm' comp.fimm ante Comp- 1 5. ❑ We are a=rporatiou and its 16-❑Elec hical repaim or a&EEons 3_❑ F ama homeowner doing all vrork offiaers have examed dew 11-0 PlumbiugrePairs mr aa&ficm ' [No work=•Damp- right of eaempfion per MGL 12❑Boafsepais iasmartce het d_j i c.M §1(4�andwe have no emploYeea[NO WMkE s' 13_❑Other camp-zimmmme required.) •�ny��onF�sectiaahetmvs�58�eaam�ea:�persario-aporicyia{ncaxaf3cin.- ffameown=mdosubmitasszffiftte eepmmdamgsg mad 0=hoeouW&r-7,sctamstsubmitanewatEdsvid sac7L *C�ta�ffi�cberi�thisbootM=sftnr'h maddid�l shed s'Snasngdaammofthe zad sUcb_-vhed=craotthweeafi4eshs—m emplQpees.I€thesvb-caa 2ctum MeempIayee%dWYM=5rFMi&ft&W Aado!&—mP 1101lu lam an eurpIgpsr 9iat rs pruucdirrg�varkers'son crt iusuraaca�vr my emgFa}�eex SaTaty is ifee poficy and jay sits informaffam In.�ce CompaftgYtFam� Job Site Address: 21 T-,- �f 'F-�N p Qq--L, t yl5katd p ►�tn(US M Ar Af#ach a copy of the tvnrkers'compensationpolicy declaration page(showing the policy,number and expiration date). � Fail=e to secure overage as requi mduuder Section 25A of MM c.152 can]Bad to lie imposifitom of aimi ial peoatiaes of a fine up t D SL 50D Oa andlor one-year inptisontae at,as-w&as civil penakies m the fa m of a STOP WORK€]RDER and a fame of up to a&y agaimst the vioLdar. 3e advised did a copy of this stah m mt maybe forwarded tzs the flfi5ce of InvesEgafims of the DIAL for vent I do hereby certify &a p . gfpzdWy fhatthe hz brma6=protfdsdaybm a fs *=d correct Sit ratm Date- CJ (o Phone l Z2 - -,-716 o t?Ufdd use ar y: Do uat writs in dib area,ter be cmapTeted by dip artaroa affrcrat Cie-or Town: PermitUcesse* Iisaffig Ant K*y(Cirde one): 1.Board of Hwlth I Buff fing Degartmmtt 3.Cdyfrovm C7rrk 4.Uetlriral Inspector S.P r 6.Other Contact Person: Phone#: 6 rli i rr , rr . ri r r � r �/ "a•A�1•. ■� .■....� �•t•.w I �it.l■ ••�.R fa r1 •• •- •••I.1�!R r■llat�!l :1■•/■ 1•f [• ■ �!■ll• • 'n •.nl n it +. r_t>vu- .0 i.11 ■a.n iJ -•r •r. •■ II i■- � • :u.n r m■� a■ rtUae :r • /n - we.l - R • ■a.. �. •Ir. a ••ln1�■ ' ■ I•I■ • •i • ■.\-a : ... a•a •.It:1■.1. ..Ina 91 .l• As •I •1■:? _ �11.1 • 11 .•■ •'• •1 tI•1 • ■■" 7.7 -'e.• 111'J:-�. a •1.8 �1llait a. -..■ I■ 1.•I■.: ■■' "_ al w.�•1.:1■ •w. • : •< < <I �11.1. •• - ■t i\ •� • ■ ■ 1�" • :II I.■■• .lat: •..■\•rR■•1. -A7.•w.1■•lI •I •[I� -J: GIs s■ • iflat• •• 1■: iia111 I•- i•• •� ■.� • •�1 • _ •• - 1 ■• I•I - ! •t■ ■• II a ■\.11 t.t � .■.:I a.1�■la. :.■■ •'!• wY 1 1■1 ti■■ ■1 ■\ • Y■\■�■tt • ■• •• -.� Is ■••/. - • :/■■tl� •'s/ �i1■t. •• \�+A/1■ tI •• a.ta1N1.■■r III V. t Y■.• a ■..t •'■!, ela ■ l . 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I .aa . 01�• ••1 .. :\ I�. ■•It ••'■ •1 Mt■ /:!t ••r\t11.. ►it. •1 a�I■■1 l• ■►• l• -..• .• It�. • .■■a.•�! w if■1•.I ■•- r:l■ . .N■a 1 .• •a.■IN al .1 at r1/1110 -1- ■1 f••. •■ • ■ •w. :1■•It •'••re .e I• a-.. •1 ■I :■ •11 r. lal •a. r1•. lwr.1m•Ia .II■ ■•a ■ .• I_ .•. ••w...1■ �f: •• ■I ■wYlt:a 1■ J1-1 aA al Wegal Zia rmN4 •aG• t •:.mow•= : IS Oita .1 i ��.tile •t- to• • �� 's r aa_• N 1 - - r � •Il :ax ' 3• r i ' ti► ' �• 1 to. •-• nr AWC Guide to Wood Construction in High Wind Areas:I10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 530I.2.I.I)t Q Cbeck 1.1 SCOPE Compliance WindSpeed(3-sec.gust).................................................................. .................................................110 mph — WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2).....:...................... stories 5 2 stories _ RoofPitch ..........................................................................(Fig 2) ........................................... 512:12 MeanRoof Height ..............................................................(Fig 2)................................................._It s 33' BuildingWidth,W...............................................................(Fig 3)................................................_ft 5 80' BuildingLength,L ..............................................................(Fig 3)................................................. ft 5 80, — Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................. 5 3:1 Nominal Height of Tallest Opening ...................................(Fig 4)................................................ 5 618' — 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................................................................................................................,....... _ ConcreteMasonry.................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATIONr'a 5/8"Anchor Bolts Imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..........................................(Table 4)...................................... in. 1 P ... (Fig )..................................... in.5 6"—12" _ Bolt Spacing from end/'ofnt of late .................. ....... Fl 5 — Bolt Embedment—concrete.........................................(Fig 5)................................................._in.;-,,7" Bolt Embedment—masonry..........................................(Fig 5)............................................ in.z 15" PlateWasher...............................................................(Fig 5)...............................................Z 3"x 3"x'W 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... _ Maximum Floor Opening Dimension...................................(Fig 6)............................_ft 512'or L/2 or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..........................I............. Maximum Floor Joist Setbacks — Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ft 5 d Maximum Cantilevered Floor Joists — — Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft 5 d _ FloorBracing at Endwalls...................................................(Fig 9).................................................................... _ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... _ Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....................... in. _ Floor Sheathing Fastening..................................................(Table 2).. d nails at in edge/ in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Flg 10 and Table 5)........................... ft 5 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5 20' _— Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._in.5 24"o.c. _ Wall Story Offsets ........................................................(Figs 7$8)............................................ ft 5 d 42 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................(fable 5)..............................2x_-_It_in. _ Non-Loadbearing walls................................................(Table 5)..............................2x -_ft_in. Gable End Wall Bracing i — Full Height Endwall Studs............................................(Fig 10).................._.......................................... :... _ WSP Attic Floor Length................................................(Fig 11).............................................._It 2W/3 _ Gypsum Ceiling Length(If WSP not used)...................(Fig 11)..................... .. .._It a 0.9W _ 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................................................ Double Top Plate — Splice Length ........................................................(Fig 13 and Table 6)..................................... ft _ Splice Connection(no.of 16d common nails)..............(Table 6)........................ .................................. • t ' AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for CoMpIiance(780 CIMR 5301.2.1.1)t Loadbearing Wall Connections Lateral(no.of endnalled 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Connections Lateral(no.of endna0ed 16d common nails)...............(Table 8)........................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .....................I..................................(fable 9).................................._ft in.s 11' SillPlate Spans ........................................................(Table 9).................................. ft_in.511' Full Height Studs (no.of studs)...................................(Table 9).................................... .. _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance... ....to.....Tab......le 9) HeaderSpans.............................................................(Table 9).................................. ft_in.s 12' SillPlate Spans.................................. ......................(Table 9).................................._ft_in.s 12" Full Height Studs(no.of studs)....................................(Table 9)........................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................... SheathingType..............................................•(note 4)...................................................... Edge Nail Spacing.........................................(fable 10 or-note 4 if less)........................_in. _ Field Nail Spacing.......:..................................(Table 10)................................................. in. _ Shear Connection(no.of 16d common nails)(Table 10)........................................................ _ Percent Full-Height Sheathing.......................(Table 10).................................................... 5%Additional Sheathing for Wall with Opening>V (Design Concepts).............. Maximum Building Dimension,L Nominal Height of Tallest Opening 2......................................................................... 5 618" Sheathing Type............................ ..(note 4)................... Edge Nall Spacing....................._...................(Table 11 or note 4 if less)........................ in. _ Feld Nail Spacing..........................................(fable 11)................................................. in. _ Shear Connection(no.of 16d common nails)(Table 11)....................................................... Percent Full-Height Sheathing................:......(Table 11)...................................................._% _ 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).............. ... Wall Cladding � — Ratedfor Wind Speed?.....................:........................................................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) _ Roof Overhang ...................................................(Figure 19).............. ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls — Proprietary Connectors Uplift................................................(Table 12)............................................U= pif Lateral.............................................(Table 12).............................................L= pif — Shear...............................................(Table 12).............................................S= plf _ Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T= pif _ Gable Rake Outlooker.........................................(Figure 20) —ft s smaller of 2'or L/2 .............. Truss or Rafter Connections at Non-Loadbearing Walls —' Proprietary Connectors Uplift.................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14)...............................A......L=1b. _ Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. RoofSheathing Thickness..............................................................:.......................... in.a 7/16'WSP — Roof Sheathing Fastening...........................................(Table 2)................................_........... Notes: ............ 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist Is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception:Opening heights of up to 8 R shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. ' l A WC Guide to Wood Construction in High Wind Arens: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)' 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: 1. Panels shall be installed with strength axis parallel to studs. il. Ail horizontal joints shall occur over and be nailed to framing. "ui. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 6d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)' i -MEN THIS EDGE FWM ON Ffb%M NG USE 8d N11U AT Wo r. 11 1 11 11 1 ' J 11 1 F 1 14 11 11 11 t 1 1► 1 11 1 1 1 1111 H 7 11 1► 1 1 11 It K • I _O }f 11•� 1 F• I t To J i j j Q 1 t z ii 1 I QQ i� u W Ii U 1 �.Jf 1t i .G ii it Qg IL y u 7. It1 1 Q It 11 � 1 It � 11 JI Id f 1 1 11 t1 J rl `ito See DeWl on Next Page Verbe al and HoNzontal Nailing for Panel Attachment Town of Barnstable Regulatory Services ` MABS. Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyanais,MA 02601 www.townb arnstablema.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Musa: Complete and Sign This Section If Using A Builder I, Vb(0-CJI T�W ,as Owner of the subject property hereby authorize to act on my,bebA in all natters relative to work authorized bythis budding permit application for. �6 O AP F� G.,Pc m &Ns (Address of Job) ""Poolfences and alarms are the responsibility of the applicant. Pools are not to be filled orutfli,,ed before fence is installed and all final inspections are performed and accepted. Signature of Owner S, o plii=2nKM 4N cant Print Name Print Name Date QF0RMS:0WNERPERMISSI0Ie00LS I Town of Barnstable Regulatory Services MW rd Richard V.Scali,Director Building Division snaxsrasM Tom Perry,Building Commissioner :65 �� 200 Main Street; Hyannis,MA 02601 $QED a ww w town.barnstable.mn us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICEt M E7EhIrTYON DATE: JOBLOCATIOAL P-1 'T�7 V�`l� . ' 1f�J��%Ui� I (S nirmber rs�set vMage (� ��/ HomE6wNER: 7'1170 "®1(L/1% name homcphonc# w033c phone# CURRENT 1AAM ING ADDRESS: eity/mwa state up code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DLFINMON OF HOrYMOWAIER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned`.`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. - The undersigned"homeowner"certifies that he/she„ndzrstands the Town of Barnstable Building Department minimum inspection proc�,di res and r eats and that he/she will comply with said procedures and requirements. Sigpature ofliomcowncr Approval ofBaildingOfficial Note: Three-family dwellings containing 35,000 cubic feet or larger will be regnned to comply with the State Building Code Section 127.0 Coast tion ControL H0XMWNER's E MCM0N The Code states that: "Any homeowner performing work for Which a building permit is requited shall be exempt from the provisions of this section(Section 109J-t-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assumingthe responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsr"brle ities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the Iast page of this issue is a form currently used by several towns. You may care t amend and adopt such a form certification for use in your community. Q:IWPFnESIFORI,MUildmg pmmitfm=EMFSS.doc Revised 061313 i cD C LA C13 O . N " n v CD W CD 1 y 0) n A C. � I c g d 3 � 2 LA •°_+ d • rp O i �M O�Oq O i o CL O . 3 1 �" E m �. �- 3 Alt �y `" in 0 to CD � IZw A to d ? N ~�yy� �+ I i 1. `O1 Q M n FA N ►+�. a v � c oM 0 c n• to N d Cl N O 0 �/ze C�am�nwoxurec� �a�✓ ° t' � License or registration valid for individul use only Office of Consumer Affairs&B siness Regulation before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Registration: .,?1.67985 Type 101'ark Plaza'-Suite 5170 Expiration: ,12/3%2016 LLC -3/ Boston,MA 02116 9SMONES' CONsT U_CTI7 N7 L_' STEVEN JONES 122 JAMIE LN. — I ature EAST FALMOUTH,MP;p2;536:;'' Undersecretary Not vali ithout sign i : ; i 1 r I Ir C> : L97 .26 48 3 S.F. it ..;: ��:..' � ,. � • Vj ;... : 03 m { _i..; - ASRICHARD H : -i - _ BI#."TER Nth. 24048, j {- r •' � ..... .. ._ .-7C-..�l IDS 4:w�� /0 ��5�� . j. , ..... A'AI EdIA' 6.4T/O/C_/ Mg tl T.��T Tye i NW. yE.2EO.1/C0ti1f�L YS Gt//�/,� -5C,q p_17E i _ 2.ee, -- `f h�,EQU/.2E�-TENTS off" T.y�' -7"ol�r�iV DF �.��l/t! .2E��.2�•�t/C� - TAL F AN0 .4.5y(. T/i�E PL�I�f//SYE /,v BA.S'E!> d ,4if/ /2EG/STE,eEp •_f�,vp SU�YEYa� (n,517 '.Q,�.45ETS Syawy S. v� IV07- 8.c— USED 7"o OETEP�i f/NE .�oT /it/�S .4P.�.L/C,Q�t/7' UL" /-')M'f: t� R F_ ,L�r Building Detail Page 1 of 2 t: MPXY.Eht31) yQoot � �p ✓1m4', �..rL� � _ . .�/`Cil� � lC�s,�R� ��j,�, i Logged In As: Building Detail Wednesday,June 1 2016 Parcel Lookup Parcel Detail Building 1 of 1 �s e r6 WU.IC # Fat* j'All OAS, m k Code Description Gross Area Effective Area Living Area BAS First Floor 1463 1463 1463 FUS Upper Story 976 976 976 GAR Attached Garage 576 0 0 WDK Wood Deck 533 0 0 FPC Open Porch Conc. Floor 50 0 0 BMT Basement Area 1403 0 0 TQS Three Quarter Story 576 374 374 FHS Half Story 342 171 171 FOP Open Porch 35 0 0 1w Extra Features Code Description Units Unit Price Year Built Value Comments FOP Open Porch-roof-ceiling 35.00 47.85 1999 $2,100 FOPC Open Prch-roof, ceiling 50.00 46.25 1999 $2,200 BMT Basement-Unfinished 1403.00 27.42 1999 $29,900 FPL3 Fireplace 2 story 1.00 6,675.00 1999 $5,600 SOL1 Solar PV Panels 12 - 24 23.00 1,735.00 1999 $0 5.75 KW GAR Attached Garage 576.00 32.74 1999 $15,500 BFA2 Bsmt Fin-VG-Partitioned 622.00 52.53 1999 $27,400 http://issgl2/intranet/propdataBuildingDetail.aspx?PID=4311&BID=4451&N=1&NN=1 6/1/2016 Building Detail Page 2 of 2 Out Buildings Code Description Units Unit Price Year Built Value Comments WDCK Wood Decking w/railings 533.00 16.91 2000 $5,900 I I i http://issgl2/intranet/propdata/BuildingDetail.aspx?PID=4311&BID=4451&N=1&NN=1 6/1/2016 t� Mckechnie, Robert From: Steven Jones <sj44107@yahoo.com> Sent: Friday,June 03, 2016 10:52 AM To: Mckechnie, Robert, Subject: Re: Deck Permit Application for 75 Stoney Pond, MM Good morning Mr. Mckechnie, - Thanks for the email regarding my permit application on 75 Stoney Pond cir., Pk' ) Post sizes - I had planned on using 6x6 posts on a 12" footing - is this acceptable? ow 2.) Wind code attachments: - 6x6 standoff base with anchor bolt and nailing flange on all post-footing connections to prevent uplift 3"x 12"beam socket cut into each post at the beam connection- (2) '/4"carriage bolts each H1 hurricane tie at each joist to beam connection point 3.) Lateral support-this will be a tricky one because of the finished basement- I have read some articles where builders have used an engineered lateral support with diagonal 2x10 bracing,tied into the structure with angled brackets and 5"bolts - Is this acceptable? if so I'll drop off a detailed drawing 4.) overhang -the deck overhang of 3'-2" is max allowable taken directly from table 2 of the irc residential deck construction manual for 2x 10 with 16" spacing /S/oT 0A1 7'6"aTo if.is —5.) Attachment to house overhang- what if we put another db12x12 carrying beam on the inside to carry that span? olL 6.) All stair risers are closed Thanks for reviewing this Have a great day, Steve Jones SM JONES CONSTRUCTION 774-392-2090 On Jun 1, 2016, at 10:40 AM, Mckechnie, Robert <Robert.McKechnie@town.barn stable.ma.us> wrote: Good Morning, The plan as submitted does not meet the requirements of the Prescriptive Residential Wood Deck Construction Guide based on the 2009 International Residential Code. 1.) Post sizes 2.) Wind code attachments 3.) Lateral support 4.) Overhang 1 5.) Attachment to a house overhang prohibited 6.) No mention of closed risers on stairs The information that is needed could be sent via email or dropped off. Thanks, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 2 Mckechnie, Robert From: Steven Jones <sj44107@yahoo.com> Sent: Monday,June 20, 2016 12:22 PM To: Mckechnie, Robert Subject: Re: Deck Permit Application for 75 Stoney Pond, MM I Mr. McKechnie, Here's how I'd.like to address the requirements: For later support connectors I'd like to use Simpson Strongtie DTT1Z deck tension tie in 4 locations along the ledger connection - Also, diagonal bracing will be used at all post to deck connections - Deck overhang not to exceed 30" - deck adjacent to house overhang to be framed with triple 2x 10 header and triple 2x 10 hangers as per figure 5 and 6 of deck construction guide Let me know if these changes are acceptable, thanks - Steve Jones i On Jun 13, 2016, at 9:04 AM, Mckechnie, Robert <Robert.McKechnie@town.bamstable.ma.us> wrote: Good Morning, Just a brief review of your email: 1.) OK 2.) OK Pe �3�- There are lateral support connectors that are designed to be used where access to the rim joist or the basement ceiling is restricted or not accessible. Historically,the diagonals that you refer to are allowed if an architect or engineer has stamped the plan. Also, diagonal supports are required at the post to deck per page 15 of the guide. e,,, , —The deck overhang of 3' 2" does not work with a span that is 10' 10'/4=30" max. 13'6"/4= 40.5" max. Qa --5t Per the code, attachment to a cantilevered floor overhang is prohibited (per page 12 of the deck construction guide).The suggested construction is shown in figure 5 on page 6 and figure 35 on page 20 of same. 6.) OK Once I receive your explanation of how you will comply with the code requirements I can review the application and proceed. Thanks, Robert McKechnie Local Inspector 1 Building Department ' Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 From: Steven Jones [mailto:sj44107@yahoo.com] Sent: Friday, June 10, 2016 8:19 AM To: Mckechnie, Robert Subject: Re: Deck Permit Application for 75 Stoney Pond, MM Good Morning Mr. Mckechnie, Just checking in to see if you've had a chance to review my reply on.this permit application. - Thanks, Steve Jones On Jun 3, 2016, at 10:52 AM, Steven Jones <si44107@ ahoo.com>wrote: Good morning Mr. Mckechnie, - Thanks for the email regarding my permit application on 75 Stoney Pond cir., 1.) Post sizes - I had planned on using 6x6 posts on a 12" footing - is this acceptable? 2.) Wind code attachments: - 6x6 standoff base with anchor bolt and nailing flange on all post-footing connections to prevent uplift 3" x 12" beam socket cut into each post at the beam connection- (2) 3/4" carriage bolts each H1 hurricane tie at each joist to beam connection point 3.) Lateral support -this will be a tricky one because of the finished basement - I have read some articles where builders have used an engineered lateral support with diagonal 2x10 bracing, tied into the structure with angled brackets and 5" bolts - Is this acceptable? if so I'll drop off a detailed drawing 4.) overhang - the deck overhang of 3'-2" is max allowable taken directly from table 2 of the irc residential deck construction manual for 2x 10 with 16" spacing 5.) Attachment to house overhang - what if we put another dbl 2x12 carrying beam on the inside to carry that span? 6.) All stair risers are closed Thanks for reviewing this Have a great day, Steve Jones SM JONES CONSTRUCTION 774-392-2090 2 c , On Jun 1, 2016, at 10:40 AM, Mckechnie, Robert <Robert.McKechnie@town.barnstable.ma.us>wrote: Good Morning, The plan as submitted does not meet the requirements of the Prescriptive Residential Wood Deck Construction Guide based on the 2009 International Residential Code. 1.) Post sizes 2.) Wind code attachments 3.) Lateral support 4.) Overhang 5.) Attachment to a house overhang prohibited 6.) No mention of closed risers on stairs The information that is needed could be sent via email or dropped off. Thanks, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 3 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map (76.i_&o)6_ Parcel 7 Application ZZ Health Division Date Issued 1 Z 1 Conservation Division Application Fee Planning Dept. Permit Fee 61 l `"t6" 1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis / Project Street Address 7 S TC7 t! &) / ell-dam Village 46 A, ,-I�0n C 141 Owner �v.. rr Q 411 Address Telephone 16? qa© Permit Request ins 1-. !I S 7//� kL S ��' C!/S 4yYl ti4 Square feet: 1 st floor: existing proposed 2nd floor: existing—proposgal _T�tal new Zoning District Flood Plain Groundwater Overlay a Project Valuation Construction Type _ r— Lot Size ' Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: 0 Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 0 new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name PWI Ch2e Telephone Number i t] Address 101 ) (1� 1 h S� ' License # CS Oak �5 2.5— 0S rJ c �•t! ""�� a bS� Home Improvement Contractor# 1,63 7/1 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE l A-- FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ,MAE/PARCEL NO. ADDRESS VILLAGE OWNER DATE_ OF INSPECTION: jxFO.UNDATI.ON4L ? .y Iut+:ttr- r - r - FRAME - INSULATION.:?- ,-rr.`•iiii_7 !th.!"�Lt€-:t i.t:. . FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING_ ' t DATE CLOSED OUT,+ ) ASSOCIATION PLAN NO. j � A r ` t The Commonwealth of Massachusetts Department of Industrial Accidents Office of In vesdgations 600 Washington Street Boston,MA 02111 y www.mass.gov1dicta Workers'Compensation Insurance Affidavit: Builders/Contractors/E[ectricians/Plumbers Applicant Information Please Print Le ibl Name(Business/Organization/Individual): fae T tr r5,9/Us, Address: 1 City/State/Zip: 6Tt��/!U �,� O,d46Y Phone#: (G�JQ6 77 Aree an employer?Check the appropriate box: Type of project(required): 1.�J I am a employer withli 4. ❑ I am a general contractor and I I employees(fall and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. ❑Building addition [No workers'comp,insurance comp.insurance.= required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LF]Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] °Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractor have employees,they must provide their workers'comp.policy number. lain an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: &.M �Al.<U ls'6 WC/9' (:6010 Policy#or Self-ins.Lic.#: M/C6` f c� °' �� (a70P tV/3 Expiration Date: 0/ Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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 of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investieations of the DIA for insurance coverage verification. I do hereby certify and he pains a enapies f perjury that the information provided above is true and correct Signature: Date: Phone#: 7 Official use only. Do not write in this area,tb be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 2.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I i 3/16/2013 8:05:09 AM PST (GMT-8) FROM: 100005-TO: 15084204555 Page: 2 of 2 A , CERTIFICATE OF LIABILITY INSURANCE 7DATE(MM/DDIYYYY) 8/16/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER DOWLING &O'NEIL INSURANCE AGENCY INC CONTACT NAME: 973 IYANNOUGH RD PHONE C Ext• FAX A/c No): PO BOX 1990 HYANNIS, MA 02601 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC p WSURER A INSURED INSURER B PAUL J CAZEAULT&SONS ROOFING INC 1031 MAIN STREET INSURERC: OSTERVILLE MA 02655 WSURERD: WSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 17327850 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL SUER POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ ffc-110M MERCIAL GENERAL LIABILITY PREMISES Ea RENTED $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO LOC $ CT F CltFD AUTOMOBILE LIABILITY ED acciJ dd ent)SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS BODILY INJURY(Per accident) $ AUTOS NON-OWNED PerPE13TYt AMAGE $ HIRED AUTOS AUTOS $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DIED RETENTION$ $ $ $ A WORKERS COMPENSATION WC5-31 S-386670-013 8/10/2013 8/10/2014 WC STATU- O I- AND EMPLOYERS'LIABILITY ./ TOP LIMITS ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1000000 OFFICER/MEMBER EXCLUDED? ❑N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1000000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT. $ 1000000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Jeff Eldrid e ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD RT NO.: 1732 050 CLIENT C OE: 161G1a2 Anne Chan 8/16/2013 8.03:3,3 AM P qe 1 of,1 his certl�icate cance�s and supersedes `IAL previously issue certificates. Paul J Cazeault& Sons, Inc www.cazeault.com 1031 Main Street office@cazeault.com Osterville, MA 02655 Phone(508)428-1177 Fax(508)420-4555 BILL TO Proposal Dr Ann Trout DATE Proposal No. 75 Stoney Pond Circle Marstons Mills,MA 02648 10/4/2013 E10281 Estimated by: Andy I Customer E-mail trout.r@comcast.net Description of work to be performed Total Remove existing shingle roof.Re-nail any loose boarding. Install .032 aluminum heavy drip edge. Install WeatherWatch or Stormguard ice and water shield on bottom edge, in valleys,and around penetrations. Install GAF Deck Armour premium roof deck protection. Install GAF Timberline HD lifetime architectural style shingles. All shingles to be storm nailed. Vent pipes to receive new flashing. Cut open and install Cobra ridge vent. All roofmg related rubbish to be removed from premise. Paul J Cazeault&Sons to obtain building/roofing permit. Provide GAF System Plus Warranty that covers both labor and material. COST 15,400.00 Furnish and install Trina 4.8 solar system as outlined on solar supplement COST 23,760.00 LESS SOLAR COMBO DISCOUNT -2,000.00 1/3 due with signed contract, 1/3 due when job is half done, 1/3 due upon completion Total $37,160.00 C�� J Of 9WJ204J Customer Signature The above prices,specifications,and conditions are satisfactory and hereby accepted.You are authorized to do the work as specified.Payment to be made as Date of Acceptance 0 I . outlined above. In addition to the above,if Customer fails to make payment set forth above,then Customer agrees to pay Paul J Cazeault&Sons Inc,all reasonable costs and fee, (including but not limited to Attorney's fees)incurred in collecting payment from Customer. James A. Marx,Jr. P.E 10 High Mountain Road Ringwood,NJ 07456 E-mail:jamlight@verizon.net October 14,2011 Unirac, Inc. 1411 Broadway Blvd.NE Albuquerque,NM.87102 To: Building Department or Others: RE: Engineer's Notice of Evaluation for UniRac SolarMountTM Universal PV Module Mounting System for application to One and Two Family Dwellings in Massachusetts Dear Sir: I have reviewed Unirac SolarMountTM"Code-Compliant Installation Manual 227",and certify that the information and results are accurate.To determine the design level forces, the appropriate wind speed shall be determined as prescribed by local jurisdiction requirements and applied in accordance to the Eighth Ed.of the 780 CMR Massachusetts State Building Code(One and Two Family Dwelling)& Massachusetts Amendments (2011)requirements where the Massachusetts Amendments contains replacement Table R301.2 for wind speeds and ground snow. The 780 CMR requires that wind loading be determined based upon International Building Code-2009 or International Residential Code-2009-and ASCE 7-05.Unirac's Manual 227 utilizes ASCE 7-05 for which.Unirac Table 2 is based upon,and that is dependent upon conditions of spatial form,height and other structure parameters that are specified in the code provisions for determining the applied wind loading pressures ,imposed onto the Unirac SolarMountTM rails supporting solar panels.The SolarMountTM railing and anchorage requirements for the installation are properly represented in the Installation Manual 227. For other conditions,the determination of wind pressures should be determined by the aforementioned International Building Code—2009 and ASCE 7-05 procedures. The International Building Code requires that wind loading be determined based upon ASCE 7-05 Simplified Method 1 or ASCE 7-05 using Method 2,that which is dependent upon conditions of spatial form,height and other structure parameters that are specified in the code provisions for determining the applied wind loading pressures imposed onto the Unirac SolarMountTM rails supporting solar panels. James A. Marx,Jr. P.E. Page 2 of 2 The design verification is.based on: I. ASCE7-05—ASCE Standard II. "Steel Construction Manual," 13th Ed.,American Institute of Steel Construction,Chicago,IL,2005. III. "Aluminum Design Manual",The Aluminum Association, Washington D.C., 2005. IV. Mechanical Properties and Static Load Testing of Unirac extruded rails and related components obtained from Dr. Walter Gerstle,,PE, Department of Civil Engineering,University of New Mexico,,Albuquerque,NM Use: Unirac SolarMountTM is evaluated for use in.locations where wind pressure requirements do not exceed 50 psf or snow load.conditions do not exceed 50 psf ground snow loads. For loading in excess of either of the above stated conditions,Unirac, Inc. should be contacted for suitability of installation. By this letter,I certify that the Unirac SolarMountTM assembly,when installed in accordance with the Installation Manual 227 will meet the requirements of the building codes adopted by Massachusetts. Others should evaluate the structure to which the Unirac SolarMountTm system is to be connected on a case-by-case basis,per Part I— Installer'.s Responsibilities of the Installation Manual,to ensure its adequacy to accept attachments and to support all applied loadings per the building code. Please call me if you have any questions or concerns. -Sincerely, .Jame�-,A,.-mArx,Jr. ...Praessidnal Engineer MA License Number 36365 cc:James Madrid,Unirac Unirac-Resufts-Obc986al http://design.unirac.com/tool/project/solarmomttObc986aI/ • f ��U g gReport �® Emeerin n• A H1LMGROLIPEDMPAW Project Title: None Nov. 25,2013, 12:55 p.m. Project ID:Obc986al Name: SOLARMOUNT Address: 6-250 Watt Panels City,State: Marston Mills,MA 02648 Module: Custom Custom 106 ft 250 Watts 1.5 KWs Engineering Report Plan Review Inspection Roof Point Load Up: 214 Ibs Maximum Rail Span(Zone 1):55" Selected Rail Span: 48" Roof Point Load Down:437 lbs Product: SOLARMOUNT Module Manufacturer. Custom Total Number of Modules: 6 Model: Custom Total KW: 1.5 KW Module Watts: 250 watts Rows/Columns: 2/5(with gaps) Module Length: 64.95" NS Dimension: —129.9 in Module Width: 39.05" EW Dimension: —202.3 in Module Thickness: 1.57" Loads Used for Design Module Orientation: Portrait Wind Speed: 115 mph Maximum Rail Cantilever. 16.00" Ground Snow Load: 25 psf Expansion Joints: Every 49 Wind Exposure: B Rails Direction: EW Roof Pitch: 27-450 Loads Determined by Zip Roof Type: Shingle -City,State: Marston Mills,MA -Wind Speed: 115 mph -Ground Snow Load: 25 psf 3 of 11/25/2013 1:55 PM Unirac-Resuhs-Obc986al http://design.unirac.com/tool/project/solarmount/Obc986aI/ on son U N I RAC Engineering Report A HIM GROUP COMPAW Project Title: None Nov. 25,2013, 12:55 p.m. Project 11):Obc986al Name: SOLARMOUNT Address: 6-250 Watt Panels City,State: Marstons Mills,MA 02648 Module: ' Custom Custom 106 ft2 250 Watts 1.5 KWs Installation and Design Plan Layout 1 2 3 4 5 El El 202.3 rLLJ Li 2 42.0 0 C) <D Row Modules Zone Rail Type Splices Roof Attachments 1 5 Zone I SM RAIL 168"CLR I 310168C J$88(4) 2 10 2 1 Zone I SM RAIL 168"CLR I 310168C J$88(2) 0 4 Maximum Rail Span(Zone 1*): 55" Selected Rail Span: 48" Maximum Rail Cantilever: 16.00 Module Orientation: Portrait Rail Direction: EW *Zone 2 and 3 Rail Spans must be independently verified 4 of 4 11/25/2013 1:55 PM i Unirac-Results-Obc986al http://design.unirac.com/tool/project/solarmountlObc986al/ ii®U N I RAC Engineering Report A M ILTI GROUP COMPAW Project Title: None Nov. 25,2013, 1:02 p.m. Project ID:Obc986a1 Name: SOLARMOUNT Address: 14-250 Watt Pane Is City,State: Marston Mills,MA 02648 Module: Custom Custom 247 R2 250 Watts 3.5 K Ws Engineering Report Plan Review Inspection Roof Point Load Up: 214 Ibs Maximum Rail Span(Zone 1):55" Selected Rail Span: 48" Roof Point Load Down:437 Ibs Product: SOLARMOUNT Module Manufacturer. Custom Total Number of Modules: 14 Model: Custom Total KW: 3.5 KW Module Watts: 250 watts Rows/Columns: 3/9(with gaps) Module Length: 64.95" NS Dimension: --194.9 in Module Width: 39.05" EW Dimension: —362.4 in Module Thickness: 1.57" Loads Used for Design Module Orientation: Portrait Wind Speed: 115 mph Maximum Rail Cantilever. 16.00" Ground Snow Load: 25 psf Expansion Joints: Every Q Wind Exposure: B Rails Direction: EW Roof Pitch: 27-45° Loads Determined by Zip Roof Type: Shingle City,State: Marstons Mills,MA Wind Speed: 115 mph Ground Snow Load: 25 psf 3 of 4 11/25/2013 2:03 PM / Engineering Report 010"UNIRAC 0 A HIM GROUP CUNIPAW Project Title: None Nov. 25,2013, 1:02 p.m. Project III Obc986al Name: SOLARMOUNT City,State: Marstons Mills,MA 02648 Module: Custom Custom 247 ft' Installation and Design Plan Layout 162.2 42.0 Row Modules Zone Rail Type Splices Roof Attachments Maximum Rail Span(Zone l^): ' 55" � Selected Rail Span: ' 48" Maximum Rail Cantilever: ` . 16.00^ Module Orientation: , ! Portrait � Rail Direction: / 6YY *Zone 2 and 3 Rail Spans must h*independently v*hfiod ' | ' � � | |' � . ' ' . � ^ ^ / � � � � 11/25/20132:03PM � � Unirac-Results-Obc986a1 http://design.unirac.com/tool/project/solarmount/Obc986aI/ 120 �©UNIR.AC Engineering Report 1 Project Title: None Nov. 25,2013, 1:05 p.m. Project m:WNW Name: SOLARMOUNT Address: 3-250 Watt Panels City,State: Marston Mills,MA 02648 Module: Custom Custom 53 112 250 Watts 0.8 KWs Engineering Report Plan Review Inspection Roof Point Load Up: 214 IbS Maximum Rail Span(Zone 1):55" Roof Point Load Down:437 IbS Selected Rail Span: 48" Product: SOLARMOUNT Module Manufacturer. Custom Total Number of Modules: 3 Model: Custom Total KW: 0.8 KW Module Watts: 250 watts Rows/Columns: 3/1(no gaps) Module Length: 64.95" NS Dimension: —194.9 in Module Width: 39.05" EW Dimension: -42.0 in Module Thickness: 1.57" Loads Used for Design Module Orientation: Portrait Wind Speed: 115 mph Maximum Rail Cantilever. 16.00" Ground Snow Load: 25 psf Expansion Joints: Every 49 Wind Exposure: B Rails Direction: EW Roof Pitch: 27-450 Loads Determined by Zip Roof Type: Shingle City,State: Marstons Mills,MA Wind Speed: 115 mph -Ground Snow Load: 25 psf 3 of 4 11/25/2013 2:05 PM I Unirac Results-Obc986al http://design.unirac.com/tool/project/solarmount/Obc986aI/ unt"D U N I C Engineering Report A HIM GROUP COMPAW Project Title: None Nov. 25, 2013, 1:05 p.m. Project ID:Obc986al Name: SOLARMOUNT Address: 3-250 Watt Panels City,State: Marston Mips,MA 02648 Module: Custom Custom 53 ft2 250 Watts 0.8 KWs Installation and Design Plan Layout 1 1 42.0 + 2 42.0 3 42.0 A Row Modules Zone Rail Type Splices Roof Attachments I 1 Zone 1 SM RAIL 168"CLR 1310168C J$88(2) 0 4 2 1 Zone 1 SM RAIL 168"CLR 1310168C J$88(2) 0 4 3 1 Zone 1 SM RAIL 168"CLR 1310168C J$88(2) 0 4 Maximum Rail Span(Zone 1*): 55" Selected Rail Span: 48" Maximum Rail Cantilever: 16.00" Module Orientation: Portrait Rail Direction: EW *Zone 2 and 3 Rail Spans must be independently verified 4 of 4 11/25/2013 2:05 PM RESIDENTIAL SOLAR INSTALLATION PLAN MARSTONS MILLS, MA PHOTOVOLTAIC ARRAY PROJECT SUMMARY $GEAR PANEL OETAL RE A MAPSRE PLAN MATH SOLAR RENDERN01 PV SYSTEM 22 TRNAMWMTGLL250 PADLTE �_ _ ! �� - x r:y� UNOUO RO�TOPMOU.TNO E MTEY 9G IPHASE LRCRgNVERTER SYETEY I� - • �'u Ylw �� NL _ _ _ __ �y•1�•4'.� >a •��'•I�•.rr lE STONEY MILDCdCLE ,• �`a YARSTONS A0.LS,W 02M! �`y " L• - � YEA" P� SIR � _ 0 4 AIRSOCTON:NMRSTON9 MALE - �np.,caP,.vNY.n vNNNX y ILMtl 00- FAMAY ROUE —ROOF TOM ROOF AREA:27N SOFT WOt17 FACETS ! r�❑ ,a. ` , YMk i N_ h Y.� yei ROOF TAT:A2'ON COMP 9MNCLE ROOF /' rpN•1'`W'I] y 'f - L aooP NEKINf:Avo 2G Aaul7d:1en Al - F 12.� •i9}YG SL;. Q _/ i GM•MN 3trs�!T Ir /_r F2FA ELECTRICAL NSTM lrHrTYORO TE I MOE N'111Y NFMVFO' 2 FV AC CMW NG TV STORAGE"ITEMS ASRREMT)ONS APPROVAL$ AD AONCE. COOS cOMPLUNCE u' APPRO% APPR00uATE ALLN KENALL$E PERFORMED MfAMPLLANCE TO ALL PERTRE.REOKINAL ANO LOCAL OODES. SIOO SIMd10V REOUAT ,"M ANOORONANCES AS REGOREDW THE STATE OF LUL4flAONSETT4: Cet CALfORW$UAOMGCOOE COL cOLIILLN Sheet List Table BtIdNGCOOE W STATE MMOW CODE.STH EORgN CO BTRIICTUWL TE OOOE WSTATE—UXNO CODE,$TH EDRIDN 00. cwn7�aiou$ Sheet Number Sheet Tide ELECT CODE W ELECTRICALOODE Ow0 O=N cT Gt COVER SHEET ENERGVCOOE AmauE OLI[Wee STATE a NO COE.ARTICLE 14 ITPO CWR (EIOR EKLnT IXATMO ELORFJEV E—AT G2 NOTES&BOM F c FiEcmru FLEX FlE%I&E G3 SITE PLAN FT FEET o GRouw G4 SIGNAGE A1RO. AAiISOCl1ON S1 STRUCTURAL DWG PROJECT OESCRIPTON I W KEMT S2 STRUCTURAL CALCULATIONS THE SCOPE OF MONK FOR TM P ECTODN TS OF THE MSTALLA70NOF BOIAR ELECTRC M 0011� BVSTEM ON TNfi RNMOP OF AN EKI9TMD BMGIE FAMLV NF50ENCE TE BOIAR ELECTRIC LF.OA LM R. LUEAR FEET Mt ASSEMBLY DETAILS SVSTE4INCLLOE9A ROOFTOP LA LEVEL LLAE M2 2EP MOUNT ATTACHMENT DETAILS . . uN —uRYIAYC » Ei ELECTRICAL 3 LINE DIAGRAM THfi TRRUNDUNT T81W3E PA061D MAC1(12OOlAE9 ARWVwLA SE RIEITAl1EDLLSRJO THE .asc —L2Areow E2 ELECTRICAL CALCULATIONS -EOFORT—F CAFORCOWSHNGLE.THE NHNAMDUHTTSEP PAGS,FSIAd(M000Ifis L P ,RfD FOR TIRE PRGIEti ARE LA,7d CLASS C.MTEO.TNE$E PAME,9 COME LVTIN A E3 WIRING DIAGRAM SYs�iEueoreNouEoENAaowACL.RATEe�inl�NnoaRouNdw IM NEW ANG WOF THESOLMARWY.THEOMK 11WNTWATTAd,ES TO TIE ROOFW W, E4.1 MODULE CUTSHEET dIITABIE PEIETRATID119 RR08ULON0 STRtICT1RAt LEILSEIRS.TIESE PE,ElWTK1N9lHL NDT APPIICA� —E. .a E4.2 MICROINVERTER CUTSHEET 9E FLASIffOPER OAF ANOOUYX LLOJ.INSTAWTONINSTRUCTONS.TIE ENTHE&OUR Nou Nio MMY 6 OE90NED TO WIMSTANO WUD,BNOVJAIOSE61$c LOA090N THE E%ISi1N0 ROO'. E4.3 ZEP CUTSHEETS ,Ar R E THE 60URARWVCdAG P093ELV BQ VMELE FROM THE WRWROOA ADJACE.6THEET3. OJiD OVERGHRE.IROTECTON OEVICE THfi apoFTOP BVBTEYwuee BlITONTIE E%L4TM68ULOW FOOTPNI.ANDwPl NOT PJS. FOLI145 PER,DEMFOOT ENCRMCHON AIM EKTSTRtl 6RE SOUMARE3.ilE BYSTEM N'LL NOT OBf.,lAROE AMr TO S P Si. PNROS PER 60LURE FOOT POLLUTANTS AIM TOMR DRAIN 9Y8iELL TlIE BOIAR ARWVR9 DESIWEO BOTWTR WLL PA PANEL NOT WP TROOFTOP ACCESS FOR MAIMEWNCE OR—m M THE EVE.OF A-E. W FHOTOVOLTAIC PVC POLVVMMI,—ORE dICi REFR REFERENCE S ST O. SOLAR FEET IO SY$TEu SO. 6T FEET S9 AIIAEESa— m TOeEOECOED WT wEMUO +� PAEIAIIED BY PVPROIECTAOORESD: JIM 6EMfilUL CONTIIACTdI . GAF 6dAR 90LUI,ON9 ROSFAT TROUT RSVP DESCROTON oRAWN$'I DATE COVER SHEET G1 • RO], BT�RUEE , i£RM m GAF SOUR ,2AY,2 ?O EIDUSTON.DARK ORNE 768TONEr POLO CEf1E OSTERVLLE.W026E6 MHLNAMTON,NV 126DL MARSTONSMALS,W0261S I_� TEE:eeee.s12n eos.xoa7to eob1566eaP ��L�w.�' wo? GENERAL NOTES CONGMCTORSWLLCOMPLY WRN FEDERAL OSMAAW LOGLREOMTON9 PENTNHANG ib WORK PRAClICE9,PROTECIIONOP NOOTER9AW VIBROR9 TOlIE SRE AIAILL NO, PRAY PAR• 1-10210. CLLGOfY IYNIfA) UTTIYI TOTLL MOT!! COtlPOMl MTI ALL RAMMAYpERLS.eaNLLBE OBTANEEOSAR LLRELATEONABLYT FEES 8NALT BE OODD BYCONI BOLANPR10R TO COLWENCEMEMCF WOIM.WORK REOIARED INCLU0E9ALL ' LIBOR AND WTEIRNId.EOUNMEM ETC.IECE59ARYAW REASONABLY INCIDENTAL TO COMPLETE THE 601AR PROER. 1 T 93 0 23 ALL�DTNID,IFANY W.0B1EN10NSAtDOW SOLAR ATBITE BE TFVERFIED BY COMPACTOR O.K LOMAENCING VDRK.OAF BOARENDT RESPOIOELE FOR 6R6 IWCCI2RACIE9.ff AM OICREFAWE9 A11IIE.GAF 6OAH SHALL BE NOTIFIED PRIOR TO COMLIENCENEM OF WORK ALL A0A,R BROTALLEDGHMB 61 MM1 AMUMMDCONDRgN OFgONOU MEVEttYWE CT. S v OUICMIR OfL{W !0 • 00 MAMOACiURM MATERIAL ELWFYENT.ETG SHALL W INSTALLED PER MAM.O`. ERO RECWWEIAATp16 AND M81RUC110NB. J 11.11-TNIT.— 50 • BO CONI®,CTOR AID WORKMEN SHALL NEAP ALL REOUOED PERSONAL PROTECTNE EOIAPMEM AtALL T01E8 VAOE ONSITE CONT®LCTOI SHALL COMPLY INTTH ALL FIFE SAFEIY REGULATIONS AS THE UW PRESCRIBES A a.IWL I CLA IA 0 to THE RVNIRACTd1 SMALL BECOME FAMILIAR NITN ROOF STRUCTURAL PLAN.UTIITY AB6MLT FIANS AM THE LOCATIONS OF ALL EMOTING W11MIES AID STRUCTURES THE CONTRACTOR SKML BE RESPONIEIE FOR ANY DAMAGE TO EXISTING UTGTREB OR STRUCTURES,EMMEENT BTAGIW AREA LADDER ACCESS AREA MO INDOOR ATTIC ACCESS.NOSE LEVELS.PARKING AREA. HOUR ETC S SWIILD BE DISCUSSED WTTH CNMER FRO 9R TO .1—N.LYG FOR TILL SS S WIOENCELIEM OP wORK GOODDOOEIEEPINO E ALWAYS EXPECTED.TRAIN SHOULD BE REMOVEDA8 FRE0UEMILY AS NEEDED TO ENSLRE A TDYANO SAFE WORK ENTONEMT. A Ly Atl ClWNO 0.1FA1 YOGIJA )! A Ai ALL DARK SHALL BE INBTALLEo INCONFORWNCE W1R1 CONBTRUCiION SPECIFICATIONS. T 11 CM At10CLAMP Alt OK OAK 30 A 2• ELECTRICAL NOTES THE MAHD ALL A950CUTEO WNIW AID MTERCONHECtION 8HNL 081H9TALLED pLV BY DULLFED PEOREAOUMFFD PERSONEOE WIIO HA861Ql8AW KMTVLEDGE ! AY Ittom ANP w 01RT 32 A ]0 RELATED TO THE CONE)ANDTIDN AID OPERATDNOF THE EIECTRCAL EOOWEM AID MBTAW110N9 AID IIAB RECEVED SAFETY TRNNNG TO RECOGN2Q AID AVOD THE IM>/,RW IIHOLVEP(NEC BBOA(EIAW TOSdI 0 � INPMA9l MIm QV _ 60 0 90 LOfII.INA ADVANCE TO CRSHALLBE BUILON0 ELECT ICALOHMCOORDINATEELECTRICAL OFF. NEW 0WIAf ROUTING SHpNN IB ESSENTW,LY SCHCMAM.SUBCONTRACTOR SHALL IAY OUT RUNS TO BIM FIELD COMTIDNS AND THE COORDINATION REOUOENEMS OF OTHER TRADES. 10 141-� LIT Let YOWL)TPIION MAXAGIMIIN CLIP 20 O 60 MRA MW SMOND NOT BE RFAOOY ACCESSIBLE EXCEP>M OYLIED PERSONNEL ALL IMEERDR CONDUIT,FITTINGS.AM BOXES SHALL BE WATERTIGHT AM APPROVED FOR USE IN NET LOCATIONS.I WC JIA.IMA SEPAMION OLITANCE MEASNREIENT FROM WTTCU OF PANEL TO TOP OF ROOF COEFiNG SHALL BE WNORM T. iNIMTOOLS THATCHEOIODS FOR P/OIXES NO AS30OR9 D EM P17MRTEDNRION 10 INHOD F THE ROOF OECIODUC BNEATNING EXCEPT WHERE LOCATED DIRECTLY BELOW E E POOP IN POINE THIATBCpVEREO BV W IDOULFd AW A4^ACM.TED Ed1ffMEM.WIPING METID0.9 FOR PV SYSTEM COIOUCtORe W9i BE RUN PERPE WCUtAR IITY)TO THE ROOF PENETRATION POM.(NEC BBSJI(E)) tt I)P12" NSF TOOL 0 0 0 BACKMD BREAKER W WT BE AT THE OPPOSITE EW OF eU9 eM Pmwi THE MAINeRBAITEA OR MAIN LW SUPRYIM CURRENT F-it THE UIRRIES ALL QQMCTOR9 AW VINE TEB E%POBED TO BUMINO ARE LLBTED AS W RESISTANT. IS I0P1100 iIP FLIT TOOL 0 O 0 CONTRACTOR SHALL FOLLOW ALL UECRTCAL ECURMENT LAOEUW REOEtEMENTS IN NEC BOB AM ffC M12 PV gURCE,dlfPUTANGINVERIER CNCIATS SHALL BE IDENTIFIED AT ALL PONTS OF TERNINATDµ CONNECTION,AM BPLCES THE MEANS OF D CAN BE SEPARATE COLOR COONG. 1) 11P1112 GROMNDIBF O O 0 MARIBNG TAPE.TAOOIW ETC.(NEC BBSK) MEV ETHE IR115-7 EAW UHE-TOJEMRAL VOLTAGE OF ALL SERVCE EMR.AW9CONOCTORB FROR TO INSTALLING ANY BOAR EOUFYENT.THE tKATAGEB FOR THE 2OVAC RATED uCRDIHVERTER9 BROOD Be VATMN THE PoLLOWIMG RANGES:LINE TO LINE 4 It TO 20H VAC,LINE TO NEMPIAL AWM IN VAC. GENERAL NOTES FOR MECHANICAL SYSTEMS gICTOCLL t. NO WILDING.PLW®IW OR MECHANICAL TO BECOVERED W THE SOAR ARRAY. 1A CU.CROUMO NINU•0 1 0 t CONTlAROA TO FAONOI LQ. USE PROPER DAP APPROVED ROOF 6ENAM FOR TYPE OF ROOPAW fIA1ED Fdi]D60YEAR9 MS FLASHMS SHALL BE INSTALLED MA MANNER THAT MMINTS MOISTURE FROM ENTERING THE ROOF.ATTACH LAG SCREA98ECURELY TO RAFTERS.(PC RBOJI) 1! ACoIDCOMM9CT 1 0 t 1/ AC COMONlI PANEL 1 O 1 1> Mi1l21MV[Rfll SJ 0 22 1! ■MVOVOOMM. 1 0 1 1/ IoLAOICM)YNCNONtax ) 0 ] 20 AC TAYMM-11IIPI J DRw11.IA13 OIIOaO J! O 1, 101>OROP&1or00A0IA.1 oP 100R011 St PV PAOWCTOM MITIA 1 0 1 jjj�� RtvIB oPu MPAREDM FV N101ER AOplE28: OExERLL COMTRACTMI CAF6OAR 80.Uf10HO 118ERTTROUT CAIEAIATS UEE RSVP DESCRIPTION dUNN BY DATE NOTES G2 2BNDU "WI.ARK DRNE Tl STONEY HCWCECLe IOJI MNTSDILAi t FERLRTBET GAP SOUR 12A1NO BMGNAL1TOµ MY IMON MMBTOHOMBLB,MAOM0 O9TEIFALE.MA02865 TEL•BBA01]•2>J BOBIM.o �' a 1Ni omm VENT(TYP.) COMP SHINGLE ROOF (23)TRINA 250W MODULES (N)J BOX(A) ' / CONDUIT RUN THROUGH ATTIC (N)J BOX(B) T, LJ 1 / (N)AC LOAD CENTER (N)PV METER (N)AC DISCONNECT % (E) UTILITY METER LADDER ACCESS AREA (N)J BOX(C) \ ,\ (E)MSP(INTERIOR c IN BASEMENT) EQP. STAGING AREA m � �� / (E)PROPERTY LINE MAIN ENTRANCE SIT PLAN � SCALE: 3 32-r—o• ✓✓ CIRCLE STONEY POND NOTE:BOS(INCLUDES ELECT MTR&DISC.)ARE SHOWN FOR REFR.TO LOCATION ONLY AND ARE NTS. ae Rs DNG pREpp gy Rl vawEcr•DDaEea GENERAL CONTRACTOR SITE PLAN OAF SOLAR GOLVIIONS 0.0DERT TROVT CASEAULT GOUq REVA OEGCRI MT DRAWN DV DATE G3 IWf MAW STREET 1 OERMR SET OAF SOLAR 1LWItJ ]OG TM PARK DR TG G=O BOND CIRCLE OSTE0.VILLE IAA MM _ OINGNNATON.NY t]GW MAa5TON9 M6L8.AIA NMB LEI:GGB8A11Z1] 60B.A203140 GD&2SG658U °t�s ® so� OPERATIN MAX:MUM Ac POWER .. . SECONDMAX MUM AC CURRENT YSTEM SOURCE .. IGN SIGN AT CONDOR $GIN SIGN AT AC DISCONNECT 1a68N SIGN AT AC COMBINER PANEL a� IGN SIGN AT MAIN SwUCNBOARD AND MAIN ELECTRIC 02 METER SIN SIGN AT J BS�JAE CONNECT AND IGN SIGN AT AC DISCONNECT o1 Fl �. ❑ ATCONOUR AT ROOFTOP JBO% AT CONDOR AT CONDOR AT CONDOR J A e AT CONDOR AT MAN NEIEP 6 B AT P W ITY AC _ (OUTSDE HOME) D6CONECT(OLITSOE AT AC COMBINER PANEL THE NOOSE) t 6 8 AT(E)MAN SERVICE PANEL (INSIDE NOOSE) SIO AGE NOTES: I.ALL SIGNS SHALL BE OF SUFFICIENT OLRAB&ITY TO WRNSTAND THE ENVIROLLIENT INYA.VED. 2 THE SIWd MAY BE METAL OR PLASTIC.THEY COULD RE ENGRAVED,IAA NE BUNTED ON ELCTROPHOTO PLATED.ADNESNE LABELS MUST MEET IABSB.. &THE SIGNS NEED TO BQ CdliPA.911N0 COLOR TO THE SIGN BACKGROIND.THE WC PREFERS THE CRRICAL DISCONNECTS TO BE REFLECTNE RED AND WHITE LABELS. C ALL OTHER WARNING AND CAURON S CNN HAVE A NEAONO AT LEAST•M TALLER THAN THE BOOM TEJR.THE MESSAGE TEJR 1 SI A BMDLRDBEATLEASTO.-TALL CA SLE: NA &SIGNS MUSTBENBELEONTHECOVERSORENCLOSURESOFDLSOONNECT&METERS,PULLBOnS.JUNCIgNSO%ESAND COIOLAT. &EMT CONDIRTS AND RACEWAYS LEAST BE NAWED NO LESS TNAN,D,AT EVERY Tl RN,ABOVE AND BELOW PENETRATIONS. T.CLEARLY MARK CIRCIlRB THAT ARE HIDDEN LNDER ROOFING MATERIAL TNAT ARE NOT COHERED BY PV MODULE&TINS CAN BE A METAL SHINGLE LABEL ON SONERNNO PERNANEM THAT CAN BE ATTACHED TO COMPOSITE SHINGLES. RBVOIW! TavAREDev PYBERTTR ADmEAJ: DENERALCWTRACT011 aLv oESORPIIdI NuwN ar wre •. OAFBOLARSOLD,ION9 ROSERTIROLR I.—STTRREET PERNTSET OAF SOLAR ,]AMID SIGNAGE �G4 � >0 RDU91AIAL PARR DINE 16 STONEY PONDCNCIE pgTERVIIP.MA ozem eIIxPLw,oR NV IJSN MARBTONJ 111LL8.LIAowe IEL:RJ6AALTJ JOSA206,A0 PV MODULE JBOX(TYP.) > IWO U I'off' I O Q 01 1 1 1 1 I I I I I'I I ~ I • 1 ILL J 1 1 1 1 1 1 1 1 l i l l 1 1 1 1 1 1 ITT 4- 7'1''• ill j 1TYKE IN HELD) 1,8 1 � I• ; I i 1 1 1 1 I I I 1 1 I I 1 1 I l l l l i l l l l I I I I I i l I I I 1 1 1 1 1 ,I I i ITT 1 I 1 1 1 1 1 I I I I I 1 1 1 l i l l I I I r i a ' -!•J 7 ! 1 7- J-1 +-r1 ?'•T +•-�J ., • 1 1 1 11 1 �-� I I 1 • I I I 111 I I I 1 1 1 I: I I Ye• I EO'-0yVER6V p1 F@LD) I 1 1 � � I I I: I I 1 I I I I I I I � 1l ; I i 1 1 I 11 1 1 1 I , p•„• ' C7� m I I i I. 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'TUUL i l l I 1 1 1 1 1 1 1 1 1 1 1 I I I 5/16'EPDMRubberWa O 11 not lnduded I I I I I I I I I I 1 1 1 1 I I I H 5/16' 11 111 11 11111111 I I III II II III I1111 I1111 5/16"SeaiingWal 11 1 I I I I I I 1 1 1 1 1 1 1 11 1 1 1 I I I I BIOCit� 1114° _ 5/1618z6"Hanger ` ROOF A 12tol Compost) 11/4' N 8 1/2"DSBor 1 sCALE: NJS Rmaod 1 ' 21/4' q STRUCTURAL CALCS FOR COMP SHINGLE 3' Sale12 DESCRIPTION QUANTITY UNIT MOD.WEIGHT 41.00 LBS MOD.LENGTH 5.41 FT MOD.WIDTH 3.25 FT QUANTITY 23.00 NO. ScateltS MSQ125 EXP NVERTER WEIGHT 3.50 LBS INVERTER QUANTITY 23.00 NO. e�aa( 2 IT6Rurooucxnrlaiwo66aalprame>.en _( A WEIGHT PER CONNECTOR 1.13 LBS TOTAL NO.OF CONNECTOR 35.00 NOS TOTAL WEIGHT OF PV SYSTEM 1062.88 LBS TOTAL NO.OF ATTACHMENT POINTS 54.00 NOS OOUICK MOUNT FOR PV COMP (COMP SHINGLE) WT PER ATTACHkENT POINT• 19.68 LBS 4 SCALE: N.T.S JAREA OF PV SYSTEM 404.40 SO.FT DISTRIBUTED WT.OF PV SYSTEMON ROOF"1 2.63 LBS/SQ.FT UNIRAC ENGINEERING RESULTS FOR ATTACHMENT POINTS SPACING(ROOF A) ROOF ZONES(h.) DESCRIPTION INTERIOR EDGE COINER SCALE:ST UCTURA CALCULATION 2 NA MA%ALLDWARLE SPACING BERVEENL FEET 63.0 63A 63A MAN SPACWJ BETWEEN L FEET(RAFTEASRRUSS SPACIN016.0 IN.) ABA 48.0 ABA MAK ALLOWADLE CANTILEVER MOM L FEET TO PERIMETER OF PV ARRAY 16A 1" mo RE"RSIONS STRUCTURAL PREPARED BY PV PROJECT ADORE88: GENERAL CONTIUCTOR REV. DE6CR�ilON DMWNBY DATE OAF 60LAR 60LUTION4 RORERT TROUT 1µLINT3 RESET 1 PERIAR SET OAF SOLAR 1]/OBI1G CALCULATIONS S2 1 ]B INDUSTRIAL PARK ORNE T6STONEYPONDCIRCLE OSTERVILLE MATIBU _ SWO—ATON.NY 161D4 MARSTON9 MILLS.LU 016/B TEL 86(,NI-273 5W42"740 608-26M66D °'i v v� s o i i i i SOLARMOUNT° RAIL OPTIONS ATTACHMENT OPTIONS I KEY BENEFITS I'l�s n;ua sa•.alilr nwunbng systrni ilrxlhl(•Camponrnls Sp.�rd Insullabon I of$olarMount•Rail )o6rMam1'IIU I wllnrwyoaNr,n.de,Ine solx«amt.a..mac• 5landnnx t Magimunt Orxiblhly bwpa•toa•.u.wfke«wrN•d+u,neH,l A ua,urlden,wl..n.(r nnrl(,I mv.lxamxr � and rinrem ppl4.Uen.ttvt repxtra b'ratwni F�1 rawrN.on wrzhlu r,•nm4,(,w o•v. 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(( S•y.;t:::: vr.r.`unwlwlJn r.Wwl.faro. u:�il�tcp!`�i5 St,i#:a'it i• ,1,� .-r... �t+ elw A 15 21 25 S R OU T ATTAr.HMFNTA F S T A R SCALE: NTS MEP.UIEDm WMOJ¢Cr AIIDDP.L11: �"�^Ec�*DAETaA gEyr OEN DRAWNBV OAIE SOLAR MOUNT DOa9rF1AL PPA DRIVE 1JBTONEVPOMCWCIE 1.A—rMEET 91rr.RAuroK Htl]r0v IMRRTOM9 A@19.woxaa 09TERVLLE.wozem PEReR 6ET OAF '" 1Afl1J ATTACHMENT DETAIL MZ tEt:eeeeq..ns xe+marm �� mdC m.'�' I s e 4 5 S 8 FROM uram e I B MIC N BRANCH RTERS � CIRCUIT 'r— — I I zly 1\7 I r —— _ r -i B — -- , —t--- IT I ' i I I�JB 2 I I I IR(OFT0P GROUNI)LEVEL o ® I I MICROINVERTERS I I I 1 1 IN BRANCH I I I I I I I _ O CIRCUIT 1 • •• I I I ' I I I I I I I 1 1 B I I I 4 II I I L------ --------L--- ----� II � I L-----� I JBOXC I = I MICROINVERTERS IN BRANCH I 4 I CIRCUIT 2 IN ti ti ti I I I I EOUIPMENT SCHEDULE JBOXB TAG DESCRIPTION PART NUMBER OUANTTY NOTES q 1 (N)DC MODULE TSM�260PA05 23 TRNA UL 17D3 MODULES,1 STRING OF 14.1 STRING OF S 2 (N)MICRO INVERTER M2156D2LLS22 23 ENPHASE MICROINVERTERS 3 (N)JUNCTION BOx SDLADECK-07B&3R5 3 UL 1741.6DO V.120 AMP 4 (N)AC LOAD CENTER RE.WOBIBML1125CU 1 126A MIN.MAIN LUG 5 (N)PV PRODUCTION METER S-02S20023E1CG 1 REVENUE GRADE 8 (N)AC DISCONNECT ITE-0NF322NR 1 PV DISCONNECT WITH OCPD.NON FUSED BOA KNIFE SWITCH PV MODULE RATINGS AT SIC INVERTER RATINGS 7 (E)MAIN SERVICE PANEL I 200A BUSBAR,2011A MAIN BREAKER,40A RACKFED PV BREAKER B (E)UTIIITY METER 1 METER N%XXXX MODULE MAKE TRINA SOLAR INVERTER MAKE ENPKASE B (N)COMM.GATEWAY IEMU03 1 ENVOY GATEWAY CONNECTED TO WIRELESS ROUTER MODULE MODEL TSM•2SOPAOS.18 INVERTER MODEL M215.65ri 422 MAX.POWER POINT CURRENT(IMP) 8.27 MAX.INPUT OC VOLT RATING 45V MAX POWER-POINT VOLTAGE(VMP) 3O.3 MAX OUTPUT P0WER(AT40DEGC) 21M Q CONDUIT AND CONDUCTOR SCHEDULE OPE"IRCUTT VOLTAGE NOMINAL AC VOLTAQE 2Aw (VOC) 37.8 NOMWALACVOLCURRENT 2,I TAG OESCRIP71ON CONDUCTOR GAUGE LENGTH(APPROX) NOTES SHORT-CIRCUIT CURRENT(ISC) 8.85 PEAK INVERTER OUTPUT CURRENT FICIENCY OAA I DC PV WIRE MFG 40'PER M00. MFG.INACCESSIBLE UNDERNEATH PV MODULE MAX SERIES FUSE(OCPD) 15A POWER FACTOR •0.95 2 DEC No 120' BARE SOLID CU. MAX.POWER(PMAX) 250WP MAX OCPD RATING 20A 3 AC TRUNK CABLE MFG012 120 BLACK L1,RE012.WHITENEUTRAL.GREEN-0R0UND MAX VOLTAGE 6OW MAX.UNITS PER 20A BRANCH CIRC. 17 4 THWN.2 "to too, 6 CONDUCTORS IN 314'PVC CONDUIT VOC TEMP,COEFF(%IOC) .0.32 AMBIENT TEMPERATURE RANGE 4DCT0•63C 6 THWNd NB too, 3 CONDUCTORS IN 3/4'PVC CONDUIT e EGC N10 22D PREPARED BY PV PRDJE%gDREM: OENERALCONTRACTOR R�1D1DND ELECTRICAL GAF SOLAR SOLUTIONS ROBERT TROUT CA2EAL5.I SOLAR REV• DESCRIPTION DRAWN w DATE E 1 • 26I0USm PARK MINE 75VONEYPONDaRCLEIBM" 1-1 MAIN STREET I PE0.1IIfSEi 0AP6OlM 1L08/13 3 LINE DIAGRAM BIN0HMAT0N.NYRKG MARST0NS MILLS.MA 02M8 0STERVILLE.IM 02B55 TEL:856eL9.4273 50612oa710 SOb255fi50D � � i'm�o�i� ,' DESIGN CALCULATIONS NOTES FOR ARRAY CIRCUIT WIRING(ADAPTED FROM SOLAR ABC EXPEDITED PV PERMIT PROCESS DOCUMENT REV 2 JULY 20121 1)LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON ASHRAE MIN.MEAN EXTREME DRY BULB TEMP.FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION•.15 DEG C 2)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2% DRY BULB TEMP.FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION•29 DEG C 3)2009 ASHRAE FUNDAMENTALS 2%DESIGN TEMPERATURES DO NOT EXCEED 48 DEG C. FOR LESS THAN 9 CURRENT CARRYING CONDUCTORS IN ROOF MOUNTED SUNLIT CONDUIT 6 Acroinverters pea Branch`or 340 VAC Single-Phase AT LEAST O.S'ABOVE ROOF AND USING THE UNITED STATES). DESIGN TEMP.OF 51 DEO C OR C6]►16 C� LESS(ALL OF UNITED STATES), i ,] 5 6 7 E 9 10 1'. 1_ 13 14 1 b 16 l r A)12 AVJG,90DEG C CONDUCTORS ARE GENERALLY ACCEPTABLE FOR MODULES ANK: t�13:afTX1m Ona-Vday N.7fe Le7]gh fin Feet)to I�-nt2n t vDR� WITH ISC OF 7.BB AMPS OR LESS WHEN PROTECTED BY A 12-AMP OR SMALLER FUSE ` B)10 AWG,90 DEG C CONDUCTORS ARE ENERALLY ACCEPTABLE FOR MODULES WITH =1- 653 v2/ 218 163 131 109 93 82 7 Z 66 69 54 50 47 44 -11 38 ISC OF 9.8 AMPS OR LESS WHEN PROTECTED BY A 15 AMP OR SMALLER FUSE. #I0 10381519 G 13 c6C i r L WSJ P7 , =8 '1656 6S8 55:! 414 331 276 237 ^207 1&1 166 151 138 127 11E 110 103 97 426 375 ?9£ £39 '-9 0;-]9EE T7 155 4:173 _I)37 1391 10-3 835 696 596 523 =64 417 379 ;;a8 3.1 _6E 276 :61 =5 r r TAB ELECTRICAL CALCULATIONS:8750W MICRO INVERTER PV SYSTEM SCALE: NA CIRCUIT 1 CONTAIN 11(MINA SOLAR 26DW)AND 14 MICROINVERTER9 , CIRCUIT 2 CONTAIN 9(TRINA SOLAR 260M AND 9 MICROINVERTERS WATTAGE POWER IN BRANCH CIRCUIT 1•260W X 14.3600W HIGHEST VOC FOR LOW TEMP •MOD.VOC X TEMP CORRECTION FACTOR PER NEC 690.7 •37.6 X 12.45.12 VDC _ MICROINVERTER AC BRANCH CIRCUIT CURRENT CALCULATIONS METHODI CIRCUIT CURRENT PER BRANCH a MAX,OUTPUT POWER240V X NO.OF MICROINVERTERS CIRC.CURRENT FOR BRANCH 1•216W240V X 14.12.54 AMPS GRC.CURRENT FOR BRANCH 2.215W240V X 9.8.06 AMPS METHOD2 PV SOURCE CIRCUIT CURRENT•MOD.ISC X 1.56 •8.85 X 1.58 •13.81 A(NO DERATE FOR WIRE FILL) ASHRAE TABLE-COLUMN FOR 0.5-TO 3.6-ABOVE ROOF FOR MARSTONS MILLS,MA•46 DEG C 7 TEMP DERATE CORRECTION FACTOR PER NEC 310.15(BN2X0)•0.71 MICROINVERTER ENGAGE CABLE IS A CONTINUOUS LENGTH OF 12AWG WITH PREINSTALLED CONNECTORS FOR MICROINVERTERS TO PLUG INTO.PER NEC 310.15(B)(16).012 AWG USE-2 WIRE CAN CARRY A MAX.OF 40A APPLYING TEMP DERATE CORRECTION FACTOR •40A X 0.71•28.4, 20.SA(METHOD 1)A 13.81A(METHOD 2)<•28.4(OK) . OVERCURRENT PROTECTION CALCULATIONS FOR BRANCH 1•12.34 X 1.25.15.88 A FOR BRANCH 1•8.06 X 1.25•10.08 A INSTALL 2 POLE 20AMP CIRCUIT BREAKER PER BRANCH CIRCUIT PER INVERTER MANUFACTURER RECOMMENDATION BUSRAR RATING - PER NEC 705.12(0)12) 200A 4 220%•2ADA 200A a 40A PV•240A 240A•240A PREPARED BY PV PROJECT ADORESS: GENERAL CONTRACTOR REVISIONS OAF SOLAR 90LVf10N4 R09ERT TROUT CAIEAIA.T804R RSVP DESCRIPTION OMWN BY DATE ELECTRICAL EZ 2B INOUBTRM PARK ORNE 788TQVEY POND CIRCLE IO]I MADI STREET I PERMIT SET OAF 60LAR 1TAMI] CALCULATIONS_ DWOHAMTON.NY I3001 MARSTON9 LOLLS.MA02410 OSTERV"NA 02QS5 _ TEL 0804H3 m 10B4208740 60B�658A80 m eami� s•m•�IYr� MA%.1T MICROINVERTER9 TERMINATION CAP PER BRANCH PMASEi AT END OF AC CONNECTOR — FOR SINGLE PIKSE - AC DRANCH CIRCUR TRUNK CABLE BUCK•L1 RED-0 MRS•NEUTRAL GREEN-GROUND (JUNCTION BOX TYP. GREEN ) LL [ ROUTE WIRE THROUGH RUN oc w wmE (DIACCESSDILE) P F ENRAME MONIED ENPHA$E MICROWVERTER w A NCRON MG CONNECTOR BOX w IAODIR,E BACK SHEET DC TO AC BRANC C RCUIT WIRING D TAIL 2 scALE: wrs __ ❑ ❑ -- -- -- -- -- (N)AC LOAD - DISCONNECT AC DISCONNECT (N)PV METER AC LOAD CENTER (E)MSP (N)AC DISC. r—L -- o i O I I I I I I _J L rel E ECTR c METER INVERTER GROUND WIRING(GEC) (E)MSP w METER GRADE 1�, INVERTER TO INVERTER AC BRANCH CIRCUIT WIRING (E)UTILITY METER O&OE CTR3 , =ICA P. ATION 3 SCALE: 1—0 NG DIAGRAM MODULE# SCALE: 3/36=1—0 A1- JBOX#--/ L CIRCUIT#(TRUNK CABLE#) REVI O" PREPARED BY PVPROIECTAODRESS: OENERALCONTRACTOR REV/ DESCRIPRON DRAWN BY GATE WIRING DIAGRAM E3 OAF SOLAR 60LUTgN9 ROBERT TROUT CA7EAULT SOLAR I OAF BOIM 13.0&t3 7s DROU9TRMLPARKORIVE TE STONEY POND CWCIE 1031MAINSTREET PER—SET SWG 09TERV0.IE IAA 07835 _ NAIATON,NY,mN MARSTONSMMLS.W0 9 6�2RU s mor TEL800& 3�113 30B•AtD4)AO Ev Mene Nmn I.N.W., TSM-PAOS.18 TRINAMOUNT tl WITH THE UNIVERSAL MODULE TSM-PA05.1 V THE TRINAMOUNT MODULE 'MUl11CRYSIAUINF MODULE II •�'+r+}.•—w.�wM as v+ v) Y' WIIX IRINAMOUNIfiAME - i ��"«.....r..r_.....n-.w.....2, 240:260W POWER OUTPUT RANGE. i Our MO)1 Y¢tdllle prodvcl '!'� nln•w+•.°.n - ? :,0. •Crnym'+w.wE,wmy.PC^T.e.neen..r•on).,.tra'. wu•r +r.Ynraw..n.rN•w.wr.w 1 � } Cr. •uw —a A MAXUWM EFFICIENCY [ i ! ~� n••uuea One al lhR indu}hY):osl lru)wd moduf¢) 'v+..n)r}}}. � �«,�•,w,M« •Oaer':Gw,Ne o''.v.,n+...�,gl+e.}rrno,wM •,mew.row f I POWER OUTPUT GUARANTEE Xlghly regobl¢du¢ID Jrinpenl quolily control Mu'F.t'•)DM^'.T•••'e'Yu ® «l]n tihrM lathTUY.N.•'l fe rl r'YMnMI +r,+.`D. ¢r'•r..•.- .ne.a..wa.r.,oprrn).M¢Igor`n.n'}ewon..arw¢rt,re•'rl1*Y- '7 v�r•wrr r.r.u., .w°s TM P•+A }•I ^� �_--.�` 1. 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Maximum energy production Mechanical The En hnso Energy Microinvenor P R O D UC T I V E -Resilient to dust,debris and shading P 9Y Amtimin,mporuworwga 40"C to 65•C System improves energy harvast, •Pertom,anco monitoring per modulo •P5 . DP9ral:ng wmortraturn rangn lm:nrnap •4("C:o •C Dlmom+ana V.W4 D) 17,3 cm-IA.4 on,-2Scm t68--645'•10')' increases reliability,and dramatically System availability greater Might 1bt905111a:l - simplifies design,installation and RELIABLE than 99.8% C-Mi, N—M .14o fom •No single point of system failure Endaano an,uotvrmmm ronnp Mid--WMA,6 —haul aroummn 1-6rt management of solar pourer systems. Ou1dt and simple dosign,installation The Enphase System includes the Compaub,6,y PaBT with mmt dhcee rv.r,9d„wa SMART[ and managemom Cammu6<94on Powe,tine microinvener,the Envoy Communications .24n monitoring and analysis vra„anry 25•yearAm;a7 wuranry Gatoway",,and Enfighten*,Enphaseb Mmamrb,g Pl9o@aLme—w.int,-Enl,phmn,oI.— It- CompLanco UL1741 AEEE1517.FCC Pan IS Clp a monitoring and analysis software. S A F E L"Low YOI(ag0 DC CAN/CSA•C22.:2 ND.O.1191,0.4.07,oM 107,1-01 Reduced fire risk Enphase Energy,Inc. �• 1110 11,McDowell Boulanrd Potalaro,CA 94954 C US P.877.7974743 tnfoeanph.scenc,<yycam 1-2(KOM xaa 016 mtp(/www nrghTK coat - 07e17 Er—En1.9,AE•y,n,Pw+W I SCALE: NA REWCN9 PREPI4tEe BY PV PAQIECTamaese: ODIERU CONTPaCTOR a,Paow+satmoxs ROeEaTTRQR "e"• MGM MICROINVERTER E4.2 >g eOdaTalat PaaN eaNE Ta BTONeY Pow Cwae 1071 u6ucT rnE� I PERun aET (Y,P se(/•n ,]ABlO BINePIMReM N'I,7001 MM8TON9 Wra.rU 07816. 09TEaV6LE,IM O2aEa TEl:mbasa7n eoer2oa7ao 6ob7664seP �� ,me`�r• . :PUNIRAC . aPUNIRA.0 0 tFUNIRAC 101Y11eonl Kld Comp SOWNIount Son.Connection H.,dwaro SolarMount Technical Datasheat I """ '"""b"a""" 9YMrMYY.L•Fom .a,Mrt•,rnJe�>•,p ^�, ��`` yp 1110rWnPbY.rYr:Ow Y.n,iNwp.rTq«I.baMY, I.neb 3tNtl5'llaoarliN.1.)naae �oY)>I0.moa•la UYt•fa lJw,eYrrl/OvYr•.IAYM na,m.yr...x A„.KYY w.:abY,rw ss.« n aroyu Yx,,.n GWMountLl.Memvl.fdan t \\\ rwYr•I%eoaw.nw�x Ib]e.n,'W vl« a—V, 1rb Cb. _ .� i �0� � YG c,Yxf.YW: [fiPblaail iM�l,•O.w«O+tMWY Nbbpt.wn anp,bnr.b N,Y.n.n wouwn.«e y� N��•x.,.w.w.wW�]Ila llbl EW Cl— _ •� _-. - �.,-2 w.r,vcl.Y«Paw,pYMawuN V.F.1C aa.n+m I- ...fevYnn«w•w lw.b.sw+.e r.wY,n .�oladfounl Gam Cbm tion l•Fnq.....��..�.�.�._.�.-�. �__a � � .la w.aA.W•twvur....eYrr...Yrr.Pbwu ab 1AYwacaww.nY ._..a NlwrobmJ nYro Mow Y,v«h'.M 1 ma N mx.K'.�l Jesra.m«a N1Y[5p11.'•b m,Irar.'ar rear NlY rn wrb n.r0.M •..M'.•, .Siu rtN K'wrr rb.r.f Mw r Y«.,r.r.Y.Nrgb,b,an.MYbpw 'Y'pM i� ,Ywaw b�u..rr.r W.n,.rFwer�..rolrwNbpw: • R.MIxKa WpJnN W.n Yc,e.«. 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R� ..wror aP SYI•ws:x'.N Tem.m«r M•]o ASiu ryu W MOT mY..nnw u,a.u,•ra.rryi•ma wbYC rurt,.N 1 yrmww.rYlr ,,.,o6ptlbM awi.lab aar —X,.- e.,Yr nn 1 - q..nlv[Y pwJpFN«YI14,v..bbNrmneO aRpWgb FIMI�� fM I IfI Y.Irtl`_• \ pNf+)1106Mn.x.nowp,IMnW r,a vrx• 'r'w lw. Y• p.,, arewnr pen«,M6.G)W.P YOonbry 'j nn_�,11:MIKKJI�m1)OfTI aY 7b tbnl��eWl . M1bWwmbri m:Mi«luu,>b M.nwps.MY.u.n _ ,4u.ww,.,•i,Tnl�tnl l)a]I,bl1 lrJn 1.n1]!nl_`�.1, .. �.], YitaY)I >rut«I..a«j •I rifnl feii ..�• � �M � �1 ��"' 6f� Y.1M1 ar lW Fl i.(b' e� n+.w.w...n..+�u�nv r11i,1GiiB 1M nx]Ir]»�fMllat�'pR'n'== lwnl r']r •._. 1i»I AEI .ff�-).,4'It�rfav a«.w..,w.....�.�.w.. f,ra., i ,o�l_]],r:I], liMFl,�•Sb� a U RA C CUTSHEET SCALE: NA pRFJMED OY rv111p1eLT JOptEOe: Ot—CONnIARdI IOMt UNIRAC Nfn°a.a E 1 I �:" ,) CUTSHEET E4.3 eoicrualrora ur laaa lWaio]a neue ru meu osiE]onII:MAo]eaa TEl:eeee.aan soe.axotr)o 60b�5°0 w.®„Wr' de,€ Zep Syste m II ®.. Quick Start Guide ZepSolar This guide is intended to provide a quick introduction to the Zep System II standard installation procedure. It is not intended to replace the full Installation Manual. IMPORTANT: Read the Zep System II PV Module Installation Manual, in its entirety,prior to installing your first Zep System II PV array. The installation manual can be found at: www.zepsoLar.com/resources.htmL, where you will also find the Zep System II Instructional Video, Engineering Certification Letter with Span Tables,and link to the Zepulator online design tool. ZEP COMPATIBLE PV MODULE HYBRIDINTERIOC� \ _ -INTERLOCK LEVELING FOOT FLASHEDATTACHMENTSOLUTION 1 - l ARRAY SHIRT ZEP GROOVE Zep Groove Zep Tool Flat Tool a Fre Cutaway View Zep System II is installed with Zep Compatible PV The Zep Tool is used to install the Interlock, The Flat Tool is used to remove an Interlock modules whose frames have been manufactured Leveling Foot,Hybrid Interlock,and Ground Zep.It between two modules for the purpose of module with the Zep Groove. also receives a T30 Torx bit for easy array leveling. or Array Skirt removal. ©January 2012/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications changes without any prior notice.All rights reserved. PAGE: 1 of 8 Document f1000-0213-001 Rev A ®- ZEP SYSTEM II: QUICK INSTALLATION GUIDE Step 1: Array Layout 1. Visit:www.zepuLator.com to access the Zepulator online design tool.The Zepulator will assist with your Layout design,specify attachment-point span and cantilever allowances,and generate a bill of materials for your project. 2. Determine the locations of your attachment points in the north-south direction with the equation:Spacing north-south=module width plus'/2" (landscape) or module length plus%" (portrait). 3. Once you have determined your north-south spacing and your allowable foot spans and cantilevers, determine your roof attachment point layout accordingly.Check to make sure that there is a rafter located within the allowable cantilever at both east and west edges of the array. If not, adjust array location east or west. 4. After attachment point locations have been determined,snap chalk-lines to mark rafter locations(north- south) and the locations of each row of attachment points (east-west). \ ------------- CANTILEVER ZONE \ \ =1/3 MAX ALLOWABLE SPAN MODULE DIMENSION-Vi'(I3mm) ATTACHMENT POINT RAFTER LOCATED -- — — , LOCATION WITHIN CANTILEVER ZONE ', MAXIMUM R. ALLOWABLE SPAN MODULE DIMENSION•V,'(13mm) f „ , , ©January 2012/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications changes without any prior notice.All rights reserved. PAGE: 2 Of 8 Document#800-0213.001 Rev A i ®- ZEP SYSTEM H: QUICK INSTALLATION GUIDE Step 2: Install Front-row Leveling Feet NEY TuecuE Install front-row Leveling Feet with Toe and Tongue-side up-roof. MLevelingFoot RociclT Attach to the roof framing or flashed attachment hardware according to job requirements. This Guide illustrates Leveling Feet installed onTOE Comp Mount flashings. For complete instructions on layout and installation procedures for Comp Mounts,see the Comp Mount Instructions on the Resources page of the Zep Solar website at: www.zepsoLar.com/resources.html Step 3: Install Array Skirt B (If you do not wish to use the Array Skirt,couple the first two modules together along their upper and lower edges following the interlocking procedure on Page 6. Drop the coupled modules onto the west-most set of Leveling Feet, according to the drop-in procedure outlined on page 5, and proceed with instructions.) ©January 2012/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications changes without any prior notice.All rights reserved. PAGE: 3 of 8 Document t✓800-0213-001 Rev A i ®. ZEP SYSTEM R: QUICK INSTALLATION GUIDE 1 Q W With the Spacer between the Attach these sections to the front row Leveling Feet by resting the Array Skirt and the Interlock, upper part of the groove on the key side of the Leveling Foot and interlock the first two sections rotating downward.To lock the skirt in place, insert jams into the of skirt together. Install the holes in the top of the Leveling Feet. Attach additional sections in the Interlock (see page 5). same manner. After all sections are installed, level the Array Skirt, ensuring the ends are butted together at each joint (see page 6). Hybrid Interlock If you need to install a Leveling Foot in an Interlock location, remove the upper portion of the Leveling Foot (known as the Rockit)and replaced it with a Hybrid Interlock,which will then serve as both a Leveling Foot and an Interlock.There are three holes in the Hybrid Interlock to choose from when connecting the Foot Stud.The Foot Stud is threaded into the hole that allows the Foot to reach the rafter,or flashed attachment assembly, while allowing the Hybrid Interlock to be installed in the center-most position with respect to the module or Array Skirt seam. Note 1:The Hybrid Interlock does not provide a grounding path.A continuos column of Hybrid Interlocks must be jumped with Ground Zeps at the top of the array. Note 2: When using the Comp Mount Type A,only hole 2 may be used,except on the front row. �_ REMOVETHEROCKffFROM FOOT CAN SWING TO ALIGN ..................... THE LEVELING FOOT � ,�— _�......- __u i 2 3f ® O OO O INTO ONE THREAD THE LEVELING a `- " — _ -___ OF HYBRID -_. ....... . ... ...._K ._. —HYBRIDINTERLOCKfERLOCKSTHREEHOLES '? - ..... _ _.......__.._...._.___... Rock the Key side of the Hybrid Interlock into the Zep Groove of a module pair or Array Skirt in the same fashion as you would the Leveling Foot(see page 5). Because there are two Rockits per Hybrid Interlock, it may be necessary to use the Zep Tool to provide extra leverage when installing. ©January 2012/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications changes without any prior notice.All rights reserved. PAGE: 4 of 8 Document#B00-0213-001 Rev A L i ®_ ZEP SYSTEM H: QUICK INSTALLATION GUIDE Step 4: Install First Row of Modules B `14111 STANDARD Drop the first module into place After dropping in the first Note:To safely remove a'mod- by setting the Groove on the module, install a Leveling Foot ule,the installer must (a) pull Tongue of the Leveling Foot and along the upper edge of the the module back before (b) rotating downward while module.To install, engage the rotating up. applying forward pressure. Key of the Leveling Foot and rotate downward. Repeat this procedure with the second module, maintaining an approximate W between modules.Then, interlock modules (A) and (B) along their upper edge according to the procedure outlined on the following page. Connect and manage module wiring per job requirements. ©January 2012/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications changes without any prior notice.All rights reserved. PAGE: 5 Of 8 Document#800-0213-001 Rev A ®_ ZEP SYSTEM H: QUICK INSTALLATION GUIDE Step 5: Interlock Installation The Interlock provides north-south and east-west w structural and grounding connections, creating a structurally contiguous, hyper-bonded array. ETL IKTERLOCKUPS —. Listed to UL 1703. Lus o0 0 Estimating a 1/z" gap between modules,engage With Interlock engaged into Module groove, rotate Interlock into groove at an angle. Push "lug" into each Interlock Zep from position 1 to position 3 groove with a sweeping forward/upward motion. while maintaining the 1/2" gap between modules. j 3 00 NOT OVER-TIGHTEN -� ! GAP IS OK DO NOT over-rotate Interlock Zep. Stop rotating Note that a gap between Interlock and Module is when position 3 is lined up with the alignment ok.Also, Interlocks can be installed at an angle to mark. take up variation in Module dimensions. ©January 2012/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications changes without any prior notice.All rights reserved. PAGE: 6 Of 8 Document#800-0213-001 Rev A i ®. ZEP SYSTEM H: QUICK INSTALLATION GUIDE Step 6: Install Remaining Modules 01 _- Install each additional module along the first row. Add Leveling Feet along the top edge of each module and an Interlock at each north-south seam as before. After completing the first row, check that the array is level and adjust the elevations of the Leveling Feet as needed according to the instructions below.Then repeat the module installation procedure for all subsequent rows until the array is completely installed. Array Leveling Wire Clip Installation t l � Squeeze cup,then stile 1, After Leveling Foot is attached Fully insert bottom portion of Once wires have been placed to roof,adjust height of the array wire clip into Module groove. in wire clip, squeeze wire clip by rotating a#30 Torx bit(bit Then push top of wire clip inward as shown above and slide along attaches to the handle end of until it clips into Module groove. groove to achieve desired wire the Zep Tool). tension. ©January 2012/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications changes without any prior notice.All rights reserved. PAGE: 7 of 8 Document#800-0213-001 Rev i ®_ ZEP SYSTEM II: QUICK INSTALLATION GUIDE Step 7: Grounding To connect the array to a grounding system,install a Ground Zep in the Zep Groove of a module.Install one Ground Zep for every section of array that is not conductively isolated by a thermal expansion joint(up to 72 modules per Ground Zep). See below for more information on thermal expansion joints. I O2` Ground Wire Torque �� _...._. AWG in In-Lbs. 14 AWG 40 LBS. t 12 AWG 40 LBS. 10 AWG 40 LBS. Use the Ground Zep "Driver"on Place Equipment Grounding 8 AWG 45 LBS. the Zep Tool to push the Ground Conductor(EGC) into wire slot Zep "Key" into the Module and tighten set screw to proper 6 AWG 50 LBS. groove. Rotate exactly one torque setting (see table to the quarter turn clockwise. right). Thermal Expansion Joints ........ OROUNNEPS f —y—_— _ —-- __ -- - A � O 2 1 3 GROUND&THERMAL BRI Thermal Expansion Joints allow for the expansion and contraction of metal under thermal conditions.An east-west run of modules that is greater than 6 module lengths(landscape)or 12 module widths(portrait) requires a Thermal Expansion Joint.To create a Thermal Expansion Joint,install an Interlock with one Interlock Zep rotated to position 3 while leaving the other at position 2,allowing the Interlock to slide in response to thermal conditions.Note:The Thermal Expansion Joint does not provide a grounding path.A Thermal Expansion Joint must be jumped with Ground Zeps at the top of the array,as with Hybrid Interlocks. ©January 2012/EN Zep Solar,Inc.Zep Solar reserves the right to make specifications changes without any prior notice.Ail rights reserved. PAGE: 8 of 8 Document A800-0213-001 Rev REVISIONS REV DESCRIPTION ECO I DATE I BY 0 INITIAL RELEASE 10/26/10 1 PG :j [29.24] m e NW 0.87" [22.22] ZIEP SOLAR ®I" 901-0004 ZEP SOLAR,INC. [29.85] 161 MITCHELL BLVD(RD /I SAN RAFAEL,CA 94903 i 4/!,Iu4 cu DRAM ENGINEER DATE P.GRUBER P.GRUBER 10/26/10 DESCRIPTION GROUND ZEP _ DRANANG NUMBER REV CB-801-0030 O SIZE SCALE SHEET B 2:1 1 OF 1 i OgINE, own of Barnstable le -Permit# Expires 6 montlis from issue date Regulatory Services Fee 4 BARxsrABLE. moo MASS.9. Thomas F.Geiler,Director v PRES i63g. �0 JC QED Af1f�`t 9, `• � �� Building DivisionANT Tom Perry,CBO, Building Commissioner NOV 200 Main Street,Hyannis,MA 02601 -5 2013 www.town.bamstable.ma.us Office: 508-862-4038 TO� ax: 508-790-6230 MI EXPRESS PERT APPLICATION - RESIDENTIA, 8 -PARNSTABLE Not Valid without Red X-Press Imprint Map/parcel Number Property Address 51'Residential Value of Work$ �, /�(/ Minimum fee of$ 053 0 for work under$6000.00 Owner's Name&Address d✓/r� , �O(,C 76- Ili 4/✓y 9en 1,A1~)V Contractor's Name L�/( . Z� LT�ZGAIT Telephone Number �1SUdJ Y,e — 4/7 Home Improvement Contractor License#(if applicable) /G3 ;r/4/ Email: !% 4 2el.a/7 Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I aLp the Homeowner CQ,<have Worker's Compensation Insurance Insurance Company Name G/� Z AIS e6e0�Me& Workman's Comp.Policy# !/U�6 — ___7is 36611� 0 �� Copy of Insurance Compliance Certificate must accompany each permit. Permit Request check box) e-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers-of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum .35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ---Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: C:\Users\decollik\AppData\I,ocalUicrosoft\Wind s\ emporary Internet Files\Content.Outlook\8R76BDVA\EXPRESS.doc Revised 061313 3/16/2013 8:05:09 AM PST (GMT-8) FROM: 100005-TO: 15084204555 Page: 2 of 2 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER DOWLING &O'NEIL INSURANCE AGENCY INC CONTACT NAME: 973 IYANNOUGH RD PHONE C E t A/C No): PO BOX 1990 HYANNIS, MA02601 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC 4 INSURER A: INSURED WSURER B: PAUL J CAZEAULT&SONS ROOFING INC 1031 MAIN STREET INSURERC: OSTERVILLE MA 02655 INSURERD: WSURERE: INSURERF: COVERAGES CERTIFICATE NUMBER: 17327850 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMBS LTR INSR WVD POLICY NUMBER MM/DD MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PRAEEMMISES Ee oNw ence $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accitlenl) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per acddeM) $ AUTOS AUTOS pp NON-OWNED Pef.. Q1,t)AMAGE $ HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ $ A WORKERS COMPENSATION WC5-31 S-386670-013 8/10/2013 8/10/2014 WC sTATU- Oi- AND EMPLOYERS'LIABRJTY .� TORY LIMITS ANY PROPRIETOR/PARTNER/EXECUTNE Y/N E.L.EACH ACCIDENT $ 1000000 OFFICER/MEMBER EXCLUDED? ❑N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1000000 It yes,describe under DESCRIPTION OF OPERATIONS belowE.L.DISEASE-POLICY LIMIT $ 1000000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Jeff Eldridge ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD RT NO.: 1732 0.50 CLIENT C OE: 161G182 Anne Chan L� 8/16/2013 8:03:3,3 AM P ge 1 of,1 his certificate cance�s and supersedes dAL previously issue certificates. i & SONS Property Owner Must Complete & Sign This Form If Using a Roofer / Builder. I (pant) —An L c,,t4 , as Owner / Agent of the subject property hereby authorizes Paul J. Cazeault & Sons Roofing Inc. to act on my behalf, in all.matters relative to work authorized by this building permit application for: . Address of Job C` s Signature of Owner ._ Mailing Address of Owner 44 DaIcvIT Telephone # l SDSs� '19D - a 3 M D r 6� 1� 6ZD!i�A 779- "31 qa Date Please return this form to Paul J. Cazeault Roofing along with your signed contract. It is needed for us to obtain the building permit required by your town to complete your roofing project fax#508-420-4555 office@cazeault.com l The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street V Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl L r Name(Business/Organization/individual): LT r� JGNS Address: /G 31 41,6N1/ S/_ City/State/Zip: "TffCllaf ,t 01G5S Phone Are an employer?Check the appropriate box: Type of project(required): ,.Wu .(✓J I am a employer wit] ULL 77n1E 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity, employees and have workers' 9. ❑Building addition [No workers'corm,insurance comp.insurance.t required.] 5. EJ We are a corporation and its ME]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other corm.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the sub-contractor have employees,they must provide their workers'comp.policy number. I am an employer that Is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: L� /1ls a jC6 Netr (?Ge. Policy#or Self-ins.Lic.M (/yC/6` ^Q/3 Expiration Date: Job Site Address:_l�J ✓`r eY N� �f�� City/State/Zip: �V/TS 12VUi 1/�//I,f Attach a copy of the workers' oc workers' policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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 of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone#: Officia use only. Do not write in this area,to be completed by city or town official. City or Town: PermittLicense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: � �;� � �e�powuriaaracueccll/a�C�/llcc:taac%cc�elGi 1 *Registration: ice of Consumer Affairs&Business Regulation i ME IMPROVEMENT CONTRACTOR -.:_1,03714 Type Expiration :7*19/2014 Supplement t PAUL J.CAZEAULT 8 SONS INC.- . JAMES CAZEAULT i 1031 MAIN ST F. OSTERVILLE,MA 02658 Undersecretary !fit Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-098595 • ``t�tiF:t__t..s psi JAMES L CAZEAULT 63.CAPT ALDENSi R`LA1�TE OSTERVILO MA 02655 n Expiration Commissioner 02/24/2014 Print Page Page 1 of 3 Print this page • Owner Information - Map/Block/Lot: 065/025/- Use Code: 1010 Owner Map/Block/Lot ' GIS MAPS TROUT, ROBERT & ANN 065 /025/ MARIE Property Address Owner Name as of Owner 75 STONEY POND CIRCLE 75 STONEY POND CIRCLE 1/1/12 MARSTONS MILLS, MA. 02648 Co-Owner Name Village: Marstons Mills Town Sewer At Address: No GIS Zoning Value:RF • Assessed Values 2013 - Map/Block/Lot: 065 /025/- Use Code: 1010 2013 Appraised Value 2013 Assessed Value Past Comparisons Building $ 269,700 $ 269,700 Year Total Assessed Value: Value Extra $ 74,700 $ 74,700 2012 - $ 541,800 Features: 2011 - $ 540,300 Outbuildings: $ 9,200 $ 9,200 2010 - $ 535,000 Land Value: $ 189,800 $ 189,800 2009 - $ 631,400 2008 - $ 665,700 2013 Totals $ 543,400 $ 543,400 2007 - $ 677,100 Residential Exemption Received=U8,785 • Tax Information 2013 -MapBlock/Lot: 065/025/- Use Code: 1010 Taxes C.O.M.M. FD Tax (Residential) $ 804.23 Community Preservation, $ 119.88 Act Tax Town Tax(Residential) 3,995.93 Fiscal Year 2013 TAX RATES HERE 4,920.04 http://www.town.barnstable.ma.us/assessing/print 13.asp?ap=0&searchparcel=065025 10/23/2013 I Print Page Page 3 of 3 Year Built 1989 AC Type Central Effective 11 Interior Hardwood depreciation Floors Stories 2 Stories Interior Walls Drywall Living Area sq/ft 3,166 Exterior Clapboard Walls Gross Area sq/ft 5,943 Roof Gable/Hip Structure Roof Cover Wood Shingle i • Outbuildings & Extra Features - Map/Block/Lot: 065/025/-Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value BMT Basement- 1354 $ 25,900 $ 25,900 Unfinished FOP Open Porch-roof- 50 $ 2,700 $ 2,700 ceiling GAR Attached Garage 576 $ 15,300 $ 15,300 BFA2 Bsmt Fin-VG- 622 $ 26,300 $ 26,300 Partitioned FPL3 Fireplace 2 story 1 $ 4,500 $ 4,500 WDCK Wood Decking 582 $ 9,200 $ 9,200 w/railings • Sketch Legend Property Sketch Legend B2N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor, Living Area FTS Third Story Living Area SOL Solarium (Finished) BMT Basement Area FUS Second Story Living Area TQS Three Quarters Story (Unfinished) (Finished) (Finished) BRN Barn GAR Garage UAT Attic Area(Unfinished) CAN Canopy GAZ Gazebo UHS Half Story(Unfinished) CLP Loading Platform GRN Greenhouse UST Utility Area(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UTQ Three Quarters Story (Unfinished) FCP Carport KEN Kennel UUA Unfinished Utility Attic FEP Enclosed Porch MZ1 Mezzanine, Unfinished UUS Full Upper 2nd Story i (Unfinished) FHS Half Story(Finished) PRG Pergola WDK Wood Deck FOP Open or Screened in PTO Patio Porch http://www.town.barnstable.ma.us/assessing/Printl 3.asp?ap=0&searchparcel=065025 10/23/2013 i Print Page Page 2 of 3 • Sales History - Map/Block/Lot: 065 /025/-Use Code: 1010 History: Owner: Sale Date Book/Page: Sale Price: TROUT, ROBERT& ANN MARIE 6/15/1995 9693/089 $315500 BERNSTEIN, MICHAEL 11/15/1989 6956/235 $246000 • Photos 065/025/-Use Code: 1010 There are not any photos for this parcel • Sketches - Map/Block/Lot: 065/025/-Use Code: 1010 I - - A. • a oil," B i , 10 k a. r1 i} ,i IDI 1 s 1 As Built Cards:Click card#to view: Card #1 • Constructions Details - Map/Block/Lot: 065 /025/- Use Code: 1010 Building Details Land Building value $ 269,700 Bedrooms 3 Bedrooms USE CODE 1010 Replacement Cost $303,021 Bathrooms 2 Full + lH Lot Size 0.61 (Acres) Model Residential Total Rooms 7 Rooms Appraised $ 189 800 Value ' Style Colonial Heat Fuel Gas Assessed Value 189,800 Grade Average Heat Type Hot Air Plus http://www.town.bamstable.ma.us/assessing/Print l 3.asp?ap=0&searchparcel=065025 10/23/2013 .o y n_ O�.fwC. -' TOWN OF BARNSTABLE Permit No. ... 32698 - � .......... BUILDING DEPARTMENT I """ I Cash TOWN OFFICE BUILDING � 67V• HYANNIS.MASS.02601 Bond .......X......... CERTIFICATE OF USE AND OCCUPANCY Issued to MICHAEL BERNSTEIN Address lot #7 75 Stoney Pond Circle, Marstons Mills USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE-OCCUPIED UNTIL. SIGNED BY THE BUILDING INSPECTOR UPON .SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE-WITH SECTION 119.0 OF THE MASSACHUSETTS.STATE BUILDING CODE: October 24 90 ......... .......... 19................. ......... ....... ..... . Buildirg.I�nsoector 1 A_^'- F ... ,- ._�� _. ._-, - v�.�i�!-_ >-� �_ .. �-Y�� ..� .. `2r... i J�`- ,__, ,J .. i _i.:y�',�-� r .4,.Y r.'--�✓_-tvr-.� , Af { v�ya `�. TOWN ' OF BARNSTABLE BUILDING DEPARTMENT _ »�T TOWN OFFICE BUILDING ` rua HYANNIS, MASS. 02601 MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by ` Building Permit $k.........�� / ............................................................... ............ _.... .................._ .»._......_ ._.. .. . issuedto .... g�. .... ..... !,y%;Q ...................._..................... ...._....................._.........._.... Please release the performance bond. �•• .,,;•:..`..T�x;l�rr.trolf•,•wan•nvq ,S/�':,'";..::.mr,'T;y:.: �: .,.� ... �-•:w,•�, W.N OF BARNSTABLE, MASSACHUSETTS. G: PERMIT 0u -U15 DATE .M.i YC•I.1 13 L.ICANT,1nhn' :T flal a•- �„ t9 ';�` .PERMIT NO1.9 .�f•ib:ri'" i ADDRESSi iI.' c)n e. M�q1 I I 1 !ItilaY .I' 7 ;I 1. . .. (NO.) )STREET)( I.1 .• t•,:+, ICONrR'S LICENSE( MIT TO NUMBER OF ' STORY i h�.Y1 L T`-), �_ 1 r NUMB IH � (TUFF OI IMPR OVEME 1 NO. T (PR OPUSEU i!::is GYUNITS—,.--___,__—_--•-__- I. (LOCATION) - f,rl•}' ++'' "• _ 37 !' 75 "? -'gilt: nr)' _. !�l Y't'•� :: .. T �- ZONING )n_ IN0.1 7 (STREE71 .._.1.. A' 1.1,:, TWEEN (CROSS STREET) AND „ (CROSS STREET) {DIVISION LOT BLOCK LOT SIZE LDING IS TO,BE FT. WIDE By FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TYPE USE GROUP BASEMENT WALLS OR FOUNDATION' (TYPE) ARKS: _ .SPUL3412 4RR-91 4A OR - UME EST PERMIT ] (;IMATED COST $ I i; r0 Q 0 rI(� FEE QU ICU IC/50 DARE FEET) ER. Delaney' Real cy RESS _ 1 49 i)i M) - BUILDING DEPT.By '' �• �• r .. /'• OM T E .. ... .. ' B-Cl> (VOFZK3 E75SVA. ANY APPLICABLE SUBDIVISION RESTRICTIONS. �'17TATT U'U'E-S'NO"1E'IESSE'i1-i'E PC'rr-rt•Fr•r"F,RoFt"r-r. --LON-oTrrCIN.S- - NIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE PECTIONS REQUIRED FOR L CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL IN%;PECTION HAS BEEN PERMITS ARE REQUIRED FOR ELECTRICAL. PLUMBING A FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL i STALLATIONS 0 PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READV TO LATH). FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET_ BUILDING INSPECTION APPROVALS PLUMUING INSPECT TUN APPHUVAI — ELECTRICALINSPEC1lONAI' :3NAL:; z oclI�- z�- qo IS TQ S— HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT C/0 HER BOARD OF HI ') 7/0 0�� _ _ SHALL AS ALL NOT PROCEED W411L THE INSPEC• PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION APPROVED THE V"RII)UUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE INSPECTIONS INDICATED ON THIS CARD CAN BE TRUCTIOn, PERMIT IS ISSUED AS NOTED ABOVE. ARRANGED FOR BY TELEPHONE OR WRITTEN NO I IFICATION.. -7- .... * : ; N T ^� LOT —7 i ` _ ,� .•__ 2 6 4-S 3 S.F. LJR i �I L�T a P.,a4Q RICHAP A. ER No.24048 0� �• �fCIS1Ec<<sz) J-: �GE..2 '/.�Y T/-/A7 T�/� FeauN� `r%��/ �6C.4T/O.(/ ✓�i�/OW/V yE.2E0.1/CO�t-1.�L YS /.1//ry S'C,4 p l TE � - •. .S!l�ex Ix.z A//o SETBA Gk 2 J iQU/�2E�9ENTS OF Tf/� TowA/aF AIVCO /S :COCA:rEr� lyi�-y/.v T•S�E .�LoavPG4/y `-" 1 r7 SIC 432- PG. 3z BAXTE.0 B.Q.SEO d .4it/ ,2EG/STE,2Ep � � ;.Q.-+�•�v ETS Syalt/�Y S.�v[�� - �STE.21i/�..C�a MASS. �2 F_X)L r-1 -?A, , `LDS/Gti ---...- - SIn31c Fa► tly 3 6ccSi.r'opms _== Part in"-e7us c sv�o0i✓{sCoit-'-_._.__ .. DA 1 W Flow 1 I o x •3 3 O G p d '. •.l.` --------------- ------------- .___.. 5��rlc TtiINK 33o x ZOoI'y = GGO G;LIlo:is Usc.. ISOO •C-x�l'ton Se.piZc .•Tank ' DISFVMOf kL- PI r Use. I000 gwllun p�tr to i f�I 3.�c�t o f c.rushc.& . sfcnc SLOY_'WAt_L CP�Pac�TY 2L6x'2.S = 565'6pQ CAPAc1TY I I X I.O c 113 °k �5" offX. er To �ci� RICNAF�✓ G 9 %a1`�i 'f, :rr l'Fi sF - 678 GPI = • �• Br1XTER �, �i �• tt:Y. AAl� t 048 IZT �e•e FG••�P�.O ••` ... •' �G.'� $9,D ,1;1 T��F/Yd= So•a� 8 $ ( �• � Eps�� Soo KL) 's �., %y 87.8a d � Disr, !j`h '• ivo o //v✓. 3e 85•Ff. % G�//rri $6 80 Ff7.33 e7.Sg' ,•;. •• S•EPrrG o• Lcnth p ,. 37,O9 87Z/ 80.86 L-o T 7; $�r�i�cy_�a►;aC_Citri=Jc 76.8 -- - -- —- / Tf/,QT THE SHDw.c/ d/vo SE7"QA« ,2EQv/�E�1ENrS o.� T.�•�� B�xr_,e51/(Oo E TOx%v �f�}�ius�{7 dct' � �.EGiSr�.2c=�.G4/v�.Sl�,2Y6ya,P� aov ot-li1 its! /y..ST,Q— s�l�f�iv h�E•eEaN•S/��U[.p it/a�-..� USEp /w N ry f I` / . —74 70 1.b� / GAS Ile i SOT r I tiro y ��.:,; u•. . Bt„ i -,� Floe c �,: `�. ��\::. ,+,,�. .. .,�v I:' •i It 4y L.P, 1D + o) CIO 39,� 1`rt:<iEFi ir SCRt_E � _ Sp1 tire. STONEY PONA RORD �:`'MArz5rm5 MI LLS l Lam' 3 11..II + " , � �• V t� I�C,�Cp�.,,` . �+c.�cc..L �2Ea-n�►aE�.S 3C�2 -!02<02 OW-4 SD+d S �isseJ i✓D `�✓sir�aT . -}9 ,3 d A o�o rvA nr, Co•ra-r2o t�5 g 4 6S OW-2 9 I OW!1 49 ®OW3 .S3 .09 FIGURE 6: GROUND-WATER.. CONTOURS LEGEND ® OBSERVATION WELL 52 GROUNDWATER CON17OURS ■ -+ DIRECTION OF GROUNDWATER FLOW SCALE 1:1320I c inc. Assessor's office (1st floor): SEPTIC SYST MUST 9 s THE? Assessor's map and lot number ...Q.�S.--d.Z7, .... .... IR!' -r Board of Health (3rd floor): Sewage Permit number �� ..1.: Engineering Department (3rd floor): E�� ` `�`'� i'�`"" raen it. House number ? ?71 oc�J—� `OWN REGULATION"s i639'a�� ..................................................... a gar Definitive Plan Approved by Planning Board ______s,. _ --------19"p-1 . APPLICATIONS PROCESSED 8:30:9:30 A.M. and 1:00_2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....Construct. ...new. ..House. .... .. .. ..... ... .... ........................................................................... TYPEOF CONSTRUCTION .......W.Q.Q.d..Fmamp.................................................................................................... ......June..�:3........................19..88 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according'to the following information: Location oney......P.ond...Circle.,...Mars.BOA.S...�"�.�,�.15.....MPS.....Q.2.64.$................................ Proposed Use .....s.ingle...Family...DWell,ing......................................................................:...................................... Zoning District ...RF ......................... . , . .............Fie District ...C-.R.—M.. ......................................................... name of Owner .Delaney. Re.alt.y...Trust.........•......Address2.3Q...�O.ld 4'...a, .9......1"fax'.St.Qn,5...Njl.jS.,....KA Name of Builder Wil.liam...C.......Brown..................:.....Address ...Q......150X....U-6......COt-Uit......MA......02.6.35. Nameof Architect ............................................:.....................Address .................................................................................... Number of Rooms ..7.............................................................Foundation ...CQ.n.Q. '.gt.Q...01?....Ewt.iX19 Exterior ....WgQd...Shi.n.gle................................................Roofing S.pkls lt................................................................. Floors ......Oak...... &.•Car'.pe ... t...................................... ..........Interior i " ..... Heating QA$...........................................................................Plumbing ..2.............................................................................. I Fireplace i................................................................................Approximate Cost .$.12D.,.0.0.0............................................... v S ----«� Area ..1:7.7-6.... Definitive Plan Approved by Planning Board 4-13-87 �'6 oa Diagram of Lot and Building with Dimensions Fee ..........'/ 0.......................... i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . Q.. ., ... :...... ......D..g............ William C. Brown Construction Supervisor's License N8088 W.r a DELANEY REALTY TRUST No ..32.698.. Permit for ............ ................. .....Single...F.am.i.l.y...pK(�;��.in.g.......... .. .... .. . .... Location U.t... 75 Stoney...PpT�4.. Circle ........................ . ............. .....Ma.....rs.....to...n...s...M.i.1.1.§..... ....................... Owner ... .......... Type of Construction ...Frame.......................... . ................................................. ............................ Plot ............................ Lot .................. Permit Granted .,March.. 1.3.................19 89 ..... .. . .. Date of Inspection ....................................19 Date Completed ..... ......19 OA ` .. `-K;..�.:.�a_N;.C.X:"1�"''�viv.�'iJ}3L-_h„ .i'L_'W�/..-�+"-z'.ry1.• t �^' <'Assessor's office (1st floor): s E a THE Assessor's map and lot number .... .Y: .+..e� Q..oF Board of Health (3rd floor): Sewage Permit number .....TJ.....�.. .� "J ....... ""'" "' Z H_AUSTADL8, i Engineering Department (3rd floor): f� i�/• �o 1a o• 00 House number `T ' 7�` � ° } �e..................................................... ................. o rav°. Definitive Plan Approved by Planning Board ---------------------------------19________ . APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-:2:00 P.M. only: TOWN :OF BARNSTABLE HILDIN;G INSPECTOR scw APPLICATION FOR PERMIT TO ............Con...........tru.....t........ne......House................................ :........................................ ...... TYPE OF CONSTRUCTION ......Wood„Frame ............................................... June...13' 19..88. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby ar, plies for a permit according to the following information: I Location ..Lot . toZv Pond Circle. Marstons•„Mills.. M.�•,,,,02,648,,,,,, Proposed Use .....Single...FamilY...DT,ve.11ina...........................................: a. Zoning District ...RF...............................................................Fire District ...C-Q.-MM.......................................................... Delane Realt Trust Name of Owner ..................Y.................Y................................Address 2.30••ROute„14,9,,..,MarstOns..Mi11s.,,.,MA Name of Builder ..Willlam..C....Brown........................Address .P,.Q....,Box,,,206.,..Cotuit,,...MA•,•,.026,35 Nameof Architect ..................................................................Address .................................................................................... Number of Rooms n .............................................................Foundation .8. ,••Poured.•Concrete.,•on,.Footinq Exlerior ....Wood...Shingle................................................Roofing .Asphalt.............................................................. Floors ....Oak...&...Carpet..................................................Interior x " , .....Sheetro ,c................................................... HeatingGdS..........................................................................Plumbing .. ........................ Fireplace .1.................................................................................Approximate Cost . 7,20.,.Q�. ...................... ......................... 7 � �,:,....,-� �.._ -. .:.�'- �• Area Definitive Plan Approved by Planning Board 4-13-87 1..7..7.•h••arr.....ft.,....?.:'.Story . Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .. .L... .( .C..y......C.2YZ ....... ° William C. Brown 00 geI D .Construction Supervisor's License ..0.2.8.0.8.8 LS..........W-R DELANEY REALTY TRUST A=065-025 No . 32698 Permit for .....Two Story Single Family Dwelling Location Lot #.7.(. 75 Stoney..Pond Circle Y � .................. .......................... Owner .Delaney ... ru.st............ Type of Construction ...Frame.....,,, ...............................................................................\ Plot ............................ Lot .........................:...... Permit Granted .,March 13", 19 89 ' Date of Inspection .:.".................................19 Date Completed ......................:...............19 o 70 . 2 �I s PERMIT COMPLETED 1111 IL ' •- ..-,r.............,.....men.-a..,.....- - -__--....«....a - -.�,�..,ro-+-o,�. ...�..o...s .,.,..r,o..,..._ -_-- ,..,,s _- ___ _ �e.....�,�.. .�...-,_ p 1Q �, OF �A�� T�B�E SM JONES CONSTRUCTION LLC ! Licensed and Insured Steven Jones ( 9; 25 Carpenter �, 122 Jamie Lane East Falmouth MA 02536 � I ti T r ,.----,...- 774-392-2090 .l DIVISIONs 44107 ahoo.com +a} •Ttr r.' � � � +- r bM1 falmouthcarpenter.com a 1 � �i %� 3Y r�i, ✓1^' is c✓� ``.,rr, r.:''' d �,i✓r ( ,. �. _ 3 �,; y,i_i :y I,r '� +}�' ' - ::•,n y ""w:::.S•t .•..x; il< rr �'E'•k �J:#':..,'v ..e.wr:.�F�%�ati;t:k;.�,_, rn_ri�` $ a Vj r:✓,, y d to. �'f•j <.� 1 r.N ..N%:.3'' ." ,. .r. ,t 'fr ,�.'..,., y„ �' t. •�.._, J„ ,..v`�y,t• - - >iLi ;r,�uy,PF„r"r�irt}4YY�11tiiPij,� �, e:.e.. ,i� Jt�?-5�'l�f'�•n,_ _�•.:tear y��ri f ..,i'F �.� :�'y 't{. `-;. l �t. ;:�'` C c ''�T� '''x v. f -...a? ��.?��'Y3+v �"•` Y- -�.•-.r �,}' t. '� 3. LL..rr_' ,� `:..' ils�. ;f:"S ,,r�s. 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