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0021 STARBEAM LANE
S�-a�-��am �,4 n� --- -- -- �� I �, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o� `o� Parcel al Application # " / O I:Qn Health Division Date Issued ?-ro Conservation Division Application Fee Planning Dept. Permit Feeq Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Nro Project Street Address Village_ _ �'M a�r L S Owner &O" Z- c t- e. �• �r-4Va-llcP_l r. Address Telephone Sb • C9 Ilo A- csZ rd� I Permit Request �1t S n off' e �uu Ga�jIe c c �� S� h` c � 1 Zrnf_ C �L__A .nKvi Square feet: 1 st floor: existing — proposed "— 2nd floor: existing proposed "— Total new Zoning District ��- Flood Plain Groundwater Overlay Project Valuation SAS 600 ` Construction Type Q'5 Lot Size Grandfathered: ❑Yes &No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family (# units) Age of Existing Structure k rS • Historic House: ❑Yes 3 No On Old King's Highway: ❑Yes UNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other V� 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 Aft Central Air: ❑Yes ❑ No Fireplaces: Existing NFV New Existing wodQ/boal stove.. ❑Xes ❑ No Detached garage: ❑ existing ❑ new siz� Pool: ❑ existing ❑ new size/A Barn:�j �xisting newer size/O_ Attached garage: ❑ existing ❑ new siz `('Shed: ❑ existing ❑ new size ALVOther Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes , �No If yes, site plan review# Current Use cs� v� �-1 Proposed Use I APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ` pa Telephone Number Address o� a. WG� � License # Cb` to, 1�Ib Home Improvement Contractor# ice. Email C- n-te�1S S5 Worker's Compensation #WA�&� a 61 S'(�� ALL CON1� -�Tt(RUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0. G •w�Ub' _ SIGNATURE DATE c31 orb I 7 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCELNO. ADDRESS VILLAGE _. OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION j FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL `t FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 � » I OWERAUMORMATION Job DD. LttOh" �,jzjo�,41e e.,'- as 4wm of the subject hereby sub Te&--&rC v�oM—B(IfC liSS72/ MA I* be f, in all matums rtiative to work au wrizW by this building t ` ■i ~BSI contmeL 3�+1i 5 g Y � a � �„ r 3� y a Yn. .u. t t- e e MasseAassvti Dett�rtsnt Boaiel of®ulitJinQ R11o40401,end sl mars ®,Nal�11F ib/AS�37jFoyplQi JASON PA7RV La nt S RWART DR[VE .t Abingtoo'MA U2�S1 �F,w,wtt4v�i�!!►' 19 HOME MUMMBUNTCONTRACTOR Rest Wom 'Lam ExpiratWst' 3=17 Suppkmert Q Sol ARicmr PATRY '24 ST MARnM STREET SLD 2JjNl Q • " j �OUGH,MA b1752 t. 4 r '?,we le f� �.�'>��/,�;IC�'C'�G11'G��}>. Office`of Con umer Affairs d:Business Regulation ` 10 Park Plaza Suite S 17.0 a Boston,,M"sachusetts 02116 Ho p Home Im rovement*Contractor Registration Registration: 168572 r .• Type: Supplement Card SOLAR CITY CORPORATION Expiration; 3/8/2U17 ._ w CHERYL GRUENSTERN — - .gg 24 ST MARTIN STREET BLD 2UNITXI � MARLBOROUGH,MA.01752} k �. .- _ _ x 3 Update Address and return card Mark' -ion Ina change. SCA T,ej AQES O/l a r Address Renewal '3 zwy. Employment Lost Card`: r y y ,. ' ,face ofConsnmgr Affairs&Basiaess RI gEWaAod ".' > •k License or registration v`aLd for individuI use only Y before the ex iration date. Iffoand return to. t1 FIOME IAIIPROVEAAENT CONTRACTOR A , Qfficeid6nsumerikiii sand;Business.Regulation �H,Registration: 168572 TYPe' I0 ram Paaza-Suite 5170 ' x's="' Expiration;3t8f2017 ' Supplement:Card': - Boston,MA`0211 h "° SOLAR CITY CORPORA IQN CHERYL GRUENSTERN 3055 CLEARVIEW WAtf SAN MATEO,CA 94442 � _ Undersecretary �112ot valid without signature 1 . s i v r .. The Co noon"wfhlaMacharMM Depanbne*4Ff Industrial Accidents a ='j Office of iuttons �. X GortgrMShV4 Strife X00 Workers'Compensation I»rantce Affidavit:BoRderstContractors/Electrtcians/Phwabers Aonlfcant Iaformadon Print Le ah Name(Busineswowriza#iodlnalvl�sl}: SalarCiity Cortmration �, Address: 3055 CleaMew Dive Ci /Stateizip: San Mateo CA 94402 Phone 9: 8W765-2489 Are you an employes'!Clha k the appropriate b= T of ro ed 1.® i era a employee tvlth�0 000 4. Q I am a general contractor and.I YPe. P (+'eR� 1= employees(full and/or parwime)!* �.hired the 6. ❑New construction 2.❑ 1 am a sole proprietor or partner listed as fie sheet. ?. Q Rig ship and have no employees These Mars have B. Q Demolition working forme in nay capacity isapbYeas and have workers' �-ink lancr S 9. Q dttLOA [No workers,coanp.insurance:. 5. E] We are a cngxzmtkm and its Q �' 10. Electrical us or additions . 3.❑ I am a bomeowaer doing all work officers have exercised fmir [IQ Plumbing repairs or addhtions myself[No warlM'comp. rigtrt Ofexamgtion per MGL , 12.11 Roof repairs ` insurance required.]t c:.152,§1(4),and we have no employees.[No: �, . 13:�Other solar portals zusurance recluired. -noy apptieaat tint chsxks tax�1 must a�srl one the saa6on below stowing their wow polie7r iefatn�oa t Haoeuwaois who "atTidavh kdkoing thW amdo ng A wank sad duns Mm oumide ammmm s mass subn dt a raw aM&vit hd aingsa L kM aMM dear cheek dW boa muss attached an addle oad sheetshowmg the==ohhesnbcomacmo and store whew or nor mere eat o have enVbyeea. Ef die�bave ewfloyees,they oast provide dII!'W wodras'CmnpL Posey samba• I an an employer that is prowU(ng worlhers'conpensution btaurance far my ehspkyees- Below is the policy w d job sfle r>h ormadoa. Ws uranae Company Name. Liberty Mutual Insurance CgMpaLny Policy#or Self-ins.Lic.g.- WA766DO66255024 Expiration Date: . 9A/2015 Size 21 Starbeam Lane Hyannis,MA 02601 . Jobty tate/Zip: Attst l;a copy of fhe vgahrs'nova poliicy declaration tinge(sds9vriztg the polkY:number and esp oration 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"to 51,500.00 and/or one-year ioVrisonment,as well as civil penalties in ttte form of a STOP WORK ORDER and a fine of up to 3250.00 a day against the violator: Be advised that a copy of this statement may be forwarded to the Of cc of Investigations of the DIA for insurance coverage vcffw biL Ida hereby cordl&under the es o dint the rnratox prodded ubow is hue urrd correct July 31,2015 . . c - .314.1581 E6. only. Do not wim In this area,to be completed b3'airy or town offal. PermfUL�enae# hority(ctrcleone):Health L S�diag Departmm at.3.C 11 r/Town Clerk. 4.S lbspeeW g.PlumblagIasgector :loa CERTIFICATE OF LIABILITY INSURANCEMom rM CSUICAW a team AS A BATHER OF BHFOHHaIiAWN OJILY AND CW=W RI01f f8 UPOM TMt Gg"W6AT8 MOtAi R TH6 G88Y67CAR OM WT ANWARM&Y OR NEGATPJMY AHEEW ExTM OR ALTHBt THE COVEtAM AFC W THHF POJM RBANL TM CHxtUFMTB OF HIMt RANCE DOW tW OOtdFT'lHi1M A CONTRACT BUMM TEiI":ISWAIKS INSUPOSIM AUTHORIM REPRESENMTNIEORPRDWJCEP.At®TMCERTV:WATEHOLMR. ! . B t#e oot8 t lc eR ADafTHDIIAL Uf$NEfE�,tts met p it BN OWT OIt a W-P& T,swell to the s�asad of tHrs poltoy, palkfac !I aiio sa 9ndwssero�M. A st>�ma+t aR ft does so!eapEsr dy4�tiotla f101detHB�s atsYaA aim �EEP51t81IfEB�Il�E3 3t5tJILi�Nt,EdAE» SANiRAtg50QCA90H MAtCf eae�at srrn��wr� � a.l�e�hrr�Rer�co�e� � c:PA s sRP• COVERAGES CEpBlt"TE NUESM R •4 THM M TO CERFFV TMT7K PoLjMeS OF INWRANes LUi * MOW HAVE BEEN NSUED TO YK Nr IMM WMW A80VE FOR TM POIiCV pgWD IMATEM MMVWTlMMUW MY RMUOLBOW,TE3GA OEt WNW=OF ANY COUrRAGT OR CUM QOCL�ff VYl1A1 REOWDr TO V&WH THIS cBnFxm IA1Y OE 99Fff32 09 uAy FtRTm,THE MsmggE AFF00w By THE PONES DEWFMD H ERE N M S wwr io ALL me TFAIiM QWUMM AND CMWfAYN;DFRUCNPCUD .IAA=OfDgMMAYMNE8iRFCBYMMAIN& mraF � i E9AUIIBN M x OCO<!R AGGINSM s Zama sE�n EaprAaar amoexAs_aort4noo s 20OQ9pD x x Lac : A A NUDORUPARM fBtm. ommsW. 4A0QW@ #. qXRbLoom oaaALA= prse «i0XAUTW Y ss i1.9091SfA00 tine u ws smoo s w® .b' YiVI� \L.1/•IQ/q .. � '. LJ11 aIA {�Y EL9UJ'1Awwn i S ldrrerFWer =TiC635U�' ^ ELneEASE-ra► i low OF earery. El.O -i ICYL W f . MCI, h . A11CNOi06�49011GfLOGUti1011i/YONiFi71��A�i�#Rw�9e�futlmas�ct�sail� of ON41AAA11Y OFIHe/190YClpiiAMRMHIi�RE .lW WIPIK M ERIE THEREOF THDl E"HAIR! Be of . b�eYR GeHlpt „ AECORVA MiTHt=PM"9ROAi . It111141®!1 . . „ aflleisiR�BtsmYlpMro�IrN1s �1H>r��0'10/1CDtiD 7iW�.Ap A't�IIHQMUYd. ACTH sa T by ACORD Vr and Hags an of ACOW F �� t e 48., Version# 9 0'4;SolarCit y July 30,2015 Project/Job#0261568' RE: CERTIFICATION LETTER e. . Project: La vallee Residence 21 Starbeam Ln Barnstable,-MA 02601 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site 'survey team from SolarCity. .Structural review was based on site observations and the design criteria listed below: Design Criteria: . -Applicable Codes MA Res. Code,8th Edition,ASCE 7-05;and 2005 NDS - Risk Category = II -Wind Speed= 110 mph, Exposure Category.0 r -Ground Snow Load = 30 psf -MPl: Roof DL= 14 psf, Roof LL/SL= 16.2 psf(Non-PV Areas), Roof LL/SL 8.7 psf,(PV Areas) M132: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.18757 < 0.4g and Seismic Design Category(SDC) = B< D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have . been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead �. load, PV assembly load,and live/snow loads indicated in the design criteria above: I certify that the structural•roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and:determined to meet or exceed structural strength requirements of the MA Res.Code,Sth Edition. Please contact me.with any questions or concerns regarding this project. g uo<i Digitally signed by Humphrey v ST uCTU33' No.,51933. Sincerely, Kariuki �Q Date:2015.07.31 06:26:59-04'00' RFG)STE� Humphrey Kariuki, P.E. Professional Engineer T:443.451.3515, email: hkariuki@gmail:com 3055 Clearview Way San Mateo,CA 94402 T(650).638-1028 (888)SOL-CITY e(650)638-1029 solarcity.com - AZ ROC 243771,CA CSLB.888104,00 CC 8041,CT HIC 0032778;DC'HIC 71101466,DO HIS 71101488.HI OT-29770,MA HIC 188572,MD MHIC 128M.NJ 13VH08180800,OR COB 180408,PA 077343,TX TDLR 2700E WA.GCL:MLARC'6907.0'013 SolarClty.All rfghts,reserved. - 07.30.2015 Version#48.9 �►��>� PV Sstem Structural 10,� SolarGt 0 1 stern Software 7 PROJECT INFORMATION &TABLE'OF CONTENTS Barnstable _- - Project Name �_.e.._n-Lavallee�Residence AHJ: ,A _ . Job Number: 0261s68 Building Code: MA Res. Code,.8th Edition _ Customer_Name Lavallee;Edward " ^ Based,On! IRC 2009f/IBC 2009°° Address: 21 Starbeam Ln ASCE Code: ASCE 7-05 City/State :. =Barnstable; MA Ris egory ; iI ,. E,. -- - — k Cat Zip Code 02601 Upgrades Req'd? No Latitude/Longitude: `° '41666451 �70 312053 ?Stamp Req'd? Y Yeses ° x�y __. SC Office: Cape Cod PV Designer: Stefan Ste anoxic Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2. Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757 < 0.4g and Seismic Design Category(SDQ = B < D " ,, :1 2=MILE:VICIN.M MAP ' --:' 7 f A 1 ti 21.Starbeam Ln, Barnstable, MA 02601 Latitude:41.666451,Longitude:-70.312053,Exposure Category:C u STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MPi Horizontal Member Spans Rafter Properties Overhang 0.74 ft Actual W 1.50" Roof System Properties Span i, ' 9.92 ft Actual D 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material, Comp Roof I°Span 3 „.x "_k_ ;A 13.88 in.A2 Re-Roof 'No San 4 S. 21.39 in.A3 Plywood Sheathing Yes :. S an 5 , .< :` N X �". ,„ ; 98.93 in.^4 Board Sheathing None Total Span 10.66 ft TL Defl'n Limit 120 Vaulted Ceilin � . ;,_� " Yes-' . ik PV,I Start ION XA 3'A2.92 ft q ° Wood�S eciesk` YY', SPF Ceiling Finish 1/2"Gypsum Board PV 1 End. 10.08 ft Wood Grade #2 Rafter Sloe R -r.F 45° ee PV.2 Start': . s.. z Fti' 875 si- Rafter Spacing 16"O.C. PV 2 End F. 135 psi To Lat Bracing4h`a Full PV 3 Start:' E.; _� 1400000 si Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading,Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 sf x 1.41 19.8 psf 19.8 psf PV Dead Load PV-DL - 3.0"sf °". x 1.41 4.2 psf Roof Live Load RLL 20.0 sf x 0.60 12.0 sf �Vsa 0:0 psf _ ...` �,x Q:54 J.x 0.29 16 2'psf ,=LL SL �8.7 psf Live/Snow Load: ' U. Total Load Governing LC TL 36.0 sf 32.7 osf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf 0.7(Q(Q)(IS)p9; Ce=0.9;Q=1.11 Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 1.00 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 19 si 0.7 ft. 155 psi 0.12 D+S Bendin + Stress . 297 si E''5.7 ft. .` "*`:. 1273 psi : ' m y 0 23 ,. D+S Bending - Stress -15 psi 0.7 ft. 4273 psi 0.01 D+ S Total Load Deflections 9 4 n i0:14'in. ",L/1246, '' ' 5.7:I't f"Il 'in: ,L/12V," D+S CALCULATION OF DESIGN WIND_LOADS MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type x SolarCity_SleekM_ountTm Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 450 Rafter Sacing __ sp '. - 16"O.C. >' `,. Framing Type/Direction Y-Y Rafters I?urlin,S acin r -X Purlins Only p" NA X Tile Reveal Tile Roofs Only NA Tile Attachment System '" ,Tiley =t'3 Standin Searn/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 _Wind.Design Method Partially/Fully riclosed Method " fl Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category __ _ ": C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height F 7 h 7 "_`7 25 ft x Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz 0.95 Table 6-3 Topo5 graphic Factor ,apt E .x '�` -Kzc +;" k °1.00 Section 6.5.7 - Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 7 77 - • I 772' ,, . "sk 1.0 7,'777,7 :. Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC D w. 0.87 '_ Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC) . Equation 6-22 Wind Pressure Up p° -23.6 psf Wind Pressure Down down 21.8 psf ALLOWABLE STANDOFF SPACINGS - X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Can tilever ,__,_.Landscape 24" NA�,_____ Standoff Configuration Landscape Staggered Max Standoff Tributary.Area _ Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff ='` :: T=actual j" -391 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff DCR: .; .f 7 777 . .4 78.2% 'X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever Portrait Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib__ 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind.Uplift at Standoff Tactual -490 Ibs _- Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR = 98.0% „ a , STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK;--MP2 ; Member,Properties Summary MP2 `' � 4 , Horizontal Member Spans P`` Rafter Properties n r _ Overhang 0.74 ft Actual W 1.50" Roof System Properties Spaiti 1 � �� 15.87:ft _;u. i Act' i DRX ' 9 25". r Number of Spans w/o Overhang 1 Spann Nominal Yes Roofing Materials ate Comp°Roof �e 09 an 3° g _ E ON I Vim„ A :� k.,. I 1188 in:^2i Re-Roof No . S an.4 S. 21.35 in.A._43 P ood Sheathing s . � . S s 4 98_ eig .931n. .., Board Sheathing - None Total Span 16.61 ft TL Defl'n Limit 120 Va u Ited'Ce i 11 ng f 1 MMMONE No �f l"awl`Start"; i183rftU" "" VwW6od S ecies ..M`IRSPF Ceiling Finish 1/2"Gypsum Board PV 1 End 15.58 ft Wood Grade #2 Rafter,Sloe 15°` , "-PV,2 StartP SINS' �Fb 0. � 875 si p Rafter Spacing 16"O.C. . PV 2 End F,; 135 si To'fLat Bracin`x, ..,�� ,.,. =Full I�NIN PV.3 Start ' f.._ E '1400000' sib}, . Bot Lat Bracing At Supports PV 3 End Emi,,: 510000 psi- Member Loading Summa Roof Pitch - 3/12 Initial Pitch Ad'ust -Non-PV Areas PV Areas Roof Dead Load DL 11.0 Psf x 1.04 11.4 psf 11.4 psf PV,Dead Load WNW; W. .:.PV=DL' ; �M3.0` sf, , €,x 1:04 M WI .. . ., Roof Live Load RLL 20.0 psf x 1.00 20.0 psf, Live/Snow,Load.. ,<.. '- N.,, 0 ILLS SLl 1 16' 30.O psf „ !%x 0:7 0.7 I 21(0 psfAklk 1=0 210.psfu Total Load Governing LC TL 1 .32.4 psf 35.5 nsf - _. _Notes: 1. ps=CS*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2.;"pf=0.7(Ce)(Cr)(Is)p9, Ce=0.9,Ct=1a Is=1.0 Member Design Summa (per NDS T Governin Load Comb: . CD CL + CL Cr. D+S 1 1.15 1.00 1 0.32 1.1 1 1.15 „ Member Anal sis Results Summa . . Maximum Max Demand. .` @;Location Ca aci . 'DCR Load.Combo;. Shear Stress 38 psi 0.7 ft. 155 pi 0.25 D+S Bendin ` + Stressm "�E .,'. _ 831' si b , . 8'7 ft ... 1273;si,001 0:65° •. � xD`+1ST Bending - Stress _ -7 psi 0.7 ft. -409 psi 0.02° D+S, Total LoadiDeflection ,.� �0.52 in U/380 W1 .42 8J,'ft'. :: 90 91:60h. L/120 :. 0.32 ,. . ., D,+5 A. t` s, +,t - [ALCULATION_OF DESIGN WIND LOADS MP2 Mounting Plane Information ' Roofing Material Comp Roof Lire . Y; :.;; .. PV System�TYP?' , ... 1 Solarcity_SleekMountT"" r ; Spanning Vents No . Standoff;Attachment'Rardware ,„ W �, Comp Mount:Type CAI• ;` ,.i ._� ,.,rs Roof Slope 150 RaFter Spacing Framing Type/Direction Y-Y Rafters Purlin'S akin NX=X Purlins Onl il NA= � ; ,° ._ ; m � �:�� �_p___ 9 r._ _Y Tile Reveal Tile Roofs Only NA Tile Attachment System TilerRoofs`Only : ram: , u ," NA "� a st nding SearniTrap Spacing SM Seam Only 'NA Wind Design Criteria Wind Design Code p ASCE 7-05 Wind Design Method .; , " "` ' Partally/FullyEnclosed Method,. _-- Basic Wind Speed V 110 muh Fig 6 1 Exposure Category ' " C Section,6.5 6`3 ___ :__ Roof Style - Gable Roof Fig.6-11B/C/D-14A/B Mean:Roof.Hei ht° y.__: ,. ��' hm�,` 25:ft: , Q x s=' Section 62®. Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor :` Krt 1.00 'Section 615.7� Wind Directionality Factor Kd 0.85 Table 6-4 Im ortanceTFactor I > .. ..r .,. .1,0 M .� ��Tabe 6 I ,, Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psIf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext Pressure"Coefficient Down `° ,„GCw ° W&V ME FAMICNIAMMERNAIII Fig"6=lie/C/D=14A/B Design Wind Pressure p p qh(GC) : Equation 6-22 Wind Pressure Up p„ -21.8 psf Wind Pressure Down I P(down) 11.2 psf ALLOWABLE.STANDOFF'SPACINGS. y X-Direction I Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable,Gantilever ` _ Landscape • .: 24"' ,., � s�, k ., Standoff Configuration Landscape Staggered Max StandoffjTrbutaryiArea " Xtt ` Trio x' 17sf PV Assembly Dead Load W PV 3.0 psf Net,Wmd'URlift atStando_ff: T actual <`. 350 Ibs" .. Uplift Capacity of Standoff T-allow 500 Ibs Standoff�Demand Ca aci . ��°" ; ` '. ��`DCR ;, _ ���. ., .:,70�1%u�,„�=- � �` � �5����,.,�r�r•w ��x X-Direction .Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max AllowableGantilever:' a Portrait 19 Y, Standoff Configuration Portrait Staggered Max SadoffTrib Ar . 2 s � �W L_t ry, ea P. T_b � = 2 PV Assembly Dead Load W-PV 3.0 psf. Net Wind�Uplift atStandoff },Tactual =,' " =439 ih� Y.f , _ ___:_. Uplift Capacity of Standoff T allow 500 Ibs Standoff=Demand Ca aci -. N_> , .. DCR ..: INN 87.86/01 T_ 5 /—icy Town of Barnstable *Permit# q 60,3`3a Expires 6 monythsfirpm issue date �T Regulatory Services Fee * BARNSTABM + MAC"1639. Richard V.Scali,Interim Director �� Building Division �(•a its Tom Perry,CBO,Building Commissioner RN r 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us AN 7 ?014 Office: 508-862-4038 - Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTf�MN Fj � �� /�� Not Valid without Red X-Press Imprint LE Map/parcel Number Property Address .21 ��r.4c e kl �A/ � t:5 [ti]Residential Value of Work$ !o j�UQ Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address �/��-/ ,� V,-1_ll Contractor's Names !!��/ r v! c,v r�i^C Telephone Number Home Improvement Contractor License#(if applicable) G l—Cj�� _ Email: Construction Supervisor's License#(if applicable) ❑Wbrkman's Compensation Insurance ` Check one: E —Yam a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name 72-.4 YV cd S Workman's Comp.Policy# (o /`7`v 7 LY�,R,I N'3 f Copy of Insurance Compliance Certificate must accompany each permit. Permit Requ (check box) ['�Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to' y /n �¢ ❑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: Q:\WPFILES\FORMS\building perm' onns\EXPRESS.doc Revised 0613I3 The C'omm'onweah*of Massachaseft Department of Industrial Accidents ` Office of Investigations 600 Washington Street Boston,MA 02111 w►vmmass gov/dia MTorkers' Compensation Insurance Affidavit:Builders/Con s/Plwnbers Applicant Information Please Print ably Name ftjuessDganization,%0ividual): 41 Address: L / &.550 City/Statelzip: r, Phone# Are you an employer?Cho&the appropriate boa: Type of project(required): I.❑ I am a employer with, 4_ ❑ I am a general contractor and I 6- ❑New construction employees(fu11 andlor part-time).* have hired the sub-contractors 2`❑Tam a sole proprietor or partner- listed on the attached sheet 7. ❑modeling ship and have no employees These sob-contractors have $_ ❑Demolition working for me in any capacity_ employees and have workers' [No workers' comp.insurance comp.msurance.l 9- ❑Building addition. 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 1L❑Plumbing repairs or additions myself [No workers'comp- right of exemption per MGL 12.:❑Roof repairs insurance required.]T c. 152, §1(4X and we have no employees.[No workers' 13.❑Other comp.insurance required-] *Any applicat that checks box#1 mast also fill out the section below showing their woakere compensation policy information. 1 Homeowners who submit this affidasrit indicating they are doing all wal and then hire outside contractors mast submit anew affidavit indicating such. kontractors char check this box m=attached an additional street showing the rame of the sub-�and state whether or not those entities have employees. If the sub-contactors have employees,they must provide their workers'comp.policy number. I am an employer that is prmdding workers'co gmisadon insurance far my etrrpIoywes. Blow is the policy arid,job site information A_4-S Insurance:Company Name- - 57 Policy 4 or Self-ins.Lic.#:_�j h`G .dQ r-T , �x--3 `1:/ Rxpiration Date: o9 e / Job Site Address: o / �h 2rcJ s� City/State/zip: , Attach a copy of the workers'compensation policy declaration page(showing the policy numb and ezpiration 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 andlor one-year imprisonment as well as chil 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 hereb� un'der the pains and pen ahim of perjut'that the info rmadan provided above fS and correct Date: Phone#: S Official use only. Do not write in this area,to be completed by city or town ofricW City or Town: PermitlLkense-9 Issuing Authority(circle ore): 1.Board of Health 3.Building Department 3.CitylTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: - 6 MID.CAM ROOFING 11 l[tUS4D ROAD WEST YARMOUTII,N1A 02673 508-775-3799/508-3 5-8801 Barry Merrill Paul Merrill Job Site Address __ Mailing Address Name: Name: - .� _.- ---.._ �'` Street: C?/ s4141Iec Aej . Street:: City: /_/V*W I4; Telephone: Telephone: We hereby propose to fiu7ush all the matenals`and all the labor necessaryfor#1ie completion of roof . replacement of the dwelluig`at the above address. Mid Cape'Roofing propas�to remove and dispose of the existing roof. The roof will be replaced with Certa�nteed landmark 24tl�lti shingles:. Aluminum drip edge will be installed along the'gutter line Ice&water shield installed on bottom edges to protect ice back up15 pound felt paper will:also be applied. The shingles will be installed usigg 11/4 inch roofing nails. New pipe vent collars'will.be installed. Ridge vent will be installei`aloig the ridgeline of the roof to provide proper venting'of the attic space Mid Cape Roofing guarantees the workmanship for a penod of lQ years.,r All walls and landscaping will be protected from damage;the property will be raked and cleaned of all debns All material is guaran#eed to be as specified and;the:above work Is to be performed rn accordance with specificatio—submitted for above work and completed in a substanhai workmanlike manner=€or the sum of $0 All discounts have,been:applied: Payment made as follows: j Deposit'of W M ad`the day the:job is started and remainder to be paid.on completion Any alteration or deviation from the above specifications involving extra costs will become an additional charge over and abo'the estimate and will be discussed with the homeowner. Respectively Submitted by Mid Cape I bfing NOTB Tlusproposill may be withdrawn by Mid Cape Roofing in not aecepted'within°30 days. Acceptance of Proposal_ The above prices;specifications and conditions are satisfactory and'are hereby acceptecd Mid Cam Roofing is hereb uthorized to perform work as specified with payments made as outlined above. Accepted: ` i License or registration valid for,individul use only before the expiration date. If,found return to:. .. _ ;office of Consumer Affairs and ftsiness Regulation 10 ParkPlaza-Suite 5170 Boston,.MA 02116 ! i r . ` Not alid withou signature Office of onsumer Affairs&B siness Regulation HOME IMPROVEMENT CONTRACTOR ` Registration ,)161458 Type Expiration: 101,20/2014 Partnership. M APE'ROOFING=-� -- BARRY MERRILL =st y 14 RUSSO RD 1„ �WEST:YARMOUTH,`M,4 02673`" ` Undersecretary Massachusetts -Department of Public:Safety `13o..ard of Building Regulations and Standards. Construction Supervisor License: CS-05"28 BARRY B MERRX`L `312 SKUNNKET') RD' , CENTERVILLE RA 026: 'Expiratpn Commissioner 65/21/2Q14 E7)] TOYIN, Or SARNST4,2t P RISEDivision of Thielsch Engineering,Inc. 1341 Elmwood Avenue 18 ENGINEERING Cranston,Rhode Island02910 . DIVISION May 1, 2613 t y , Thomas Perry, CBO Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Re: Insulation permits Dear Mr. Perry, This affidavit is to certify that all insulation work completed for 21 Starbeam Lane has been inspected by a Building Performance Institute (BPI) certified Professional. All work performed meets or exceeds Federal and State requirement. Sincerely, Erik Nerstheimer Supervisor of Installations, BPI certified Building Analyst Professional and Envelope Professional, RISE Engineering, a division of Thielsch Engineering, Inc. 1341 Elmwood Avenue Cranston, RI 02910 401-784-3760 •800-422-5365 •Fax 401-784-3710 L N L Co Lo 7318 s a 1 CERTIFIED PLOT PLAN I CERTIFY THAT THE FOUNDATION SHOWN ON THIS PLAN IS LOCATED ON FOR THE GROUND AS SHOWN HEREON AND LOT 59 STARBEAM LANE, HYANNIS, MA. THAT IT CONFORMS TO THE MINIMUM BUILDING SETBACK REQUIREMENTS OF THE TOWN OF BARNSTABLE. PREPARED FOR BAYSIDE BUILDING INC. 04 OfSIEVEN Mqf SCALE: V = 30' AUGUST 27, 1998 ume 5'Q ' 5V_ J• .4 Weller & Associates 1645 Falmouth Rd. —Suite 4C Centerville, Ma. 02632 (508) 775-0735 r' 108529 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a" Parcel � � � b�� Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee S Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 21 Starbeam Lane Village Hyannis Owner Edward Lavallee Address same Telephone 508-778-6168 Permit Request air sealing, attic insulation, install 2 new insulated kneewall access hatches Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 2818 Construction Type 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: ❑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 C Z g 1 ) APPLICANT INFORMATION � (BUILDER OR HOMEOWNER)' - ^ , 0 Name RISE Engineering Telephone Number 401-784-360 -� Address 1341 Elmwood Ave Cranston, RI 02910 License# 54. Home Improvement Contractor 1209-3 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 3/19/10 Erik Nersthimer for RISE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE E OWNER IT DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL " x' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t 1 The Commonwealgh of Masgachmseie� Department of Industrial Accidents Office of Investigations 600 Wtusll inggon Street pv Www.�nass.gov/diPta Wpirke>rs9 Compensation Ins uirance Affidlavft- ]�auIl➢�err��(C®>ifll>r�� ®>r�/I ll��ttIl Il�Il�>IIl�/IF><un ul�e>r� -AMflican t InfoL oration Please P>rin� Name (Business/Organization/Individual): RISE Engineering; A Division of Thielsch Engineering Address: 1341 Elmwood Avenue. City/Mate/Zip: Cranston, RI. 02910 Phone #: 401-784-3700 or 1-800-422-5365 v r - Are you an employer?Check the appropriate box: Type of pr®pact(reqnaitred) 1.M I am a employer-with 4_. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. t 7. '❑ Remodeling ship and have no employees These sub-contractors have 8. ❑.Demolition working for me in any capacity. workers' comp. insurance. 9. ❑Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per 1\4GL 11.❑ Plumbing repairs or.additions .myself., [I\To workers' comp. c. 152, §I(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.E Other Insulation "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submitthis 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 sub-contractors and their workers'comp.policy infonnation. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company°Name: The Preston Agency , Policy#or Self-.ins. Lie. #: WC2-Zl l-259874-019 Expira'Lion Date: 04/01/ 10` Job Site Address: CD1 Anc, a 1V: City/State/Zip: n 1 S Attach a copy of the workers' compensation policy declaration page(showing the policy uum ber'and expirations 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert�fff un dt the- ins an :penalties of perjury that the information provided above is true and correct. u ed nn Siignature - =(tea;1"l d Date: 'Erik Nerstheimer for RISEEn ineering ho : 4 1- - - _P ne# 0 784 3700 - 0 r' �1 800 422 gg , 5365 'Ext. 133 - Official use only. Do not write in this area, to be completed by city or town offic' .City or Town: '`Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Buildiing Department 3.City/'gown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r _ rage 1 01 1 V The Official Website of the Executive Office of,Public Safety and Security (EOPS) Mass.Gov Home Public Safety . Department of Public Safety Licensee C®rhplain#s License Type Construction Supervisor License# 100459 Restriction WS,IC Name Erik Nerstheimer City, State,Zip North Scituate, RI, 02857 ; Expiration Date 3/28/2012 Status Current h No complaints found for this Licensee. Back To Search Board of Building Regulations and Standards License or registration valid for individol use only i HOME IMPROVEMENT CONTRACTOR i. before the expiration date. If found return to: i. Registration 120979 Board of Building Regulations and Standards Expiaration 3j25/2010 I One Ashburton Place Rm 1301 Supplement Card )Stnu A a.021,0$ = 6 'IELSCH ENGINEERING W NERSTHEIMER _E. 41 ELMWOODAUE_ =_. ZANSTON,R.I 02910 `' � -� r f — _ Administi uor Not valid without sign ,j - - _ ht-tp.-Hdb.state.ma.us/dps/llcdetalls.asp?t)(tSea' a/')A/1) f ACORD CERTIFICATE OF-LIABILITY INSURANCE OPID 27 DATE(pHMIpWYYYy) PRODUCER THIEL-1 1O 15 09 The Prestgn Agency, Inc. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIO 1350 Division Rd Suite 303 ONLY AND CONFERS NO RIGH S UPON THE CERTIFICATE PO Box 810 - HOLDER.THIS CERTIFICATE DOES NOT AIIIEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW East Greenwich RI 02818-0810 ' Phone: 401-886-8000 Fax:401-885-1700 INSURERS AFFORDING COVERAGE INSURED NAIL# INSURER Bartford Underwriters Ins. Co Thielsch Engineering, Inc INSURER B:. gartford Casu i tq r.,m,�,.e Thielsch Group Inc. Co Hi Tech Realty Inc. INSURERC: Liberty mitoal �� 195 Frances Avenue Group Cranston RI 02910 INSURER D: North American Capacity COVERAGES INSURER E: 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MSRMLTR NS TYPE OF INSURANCE POLICY NUMBER DATE GENERAL LIABIUTY LllgiS EACH OCCURRENCE $1 000,000 A TXCOMMERCIAL GENERAL LIABILITY 02UUNTD5678 04/01/09 04/O1/10 PREMISES aooaser�ce $300,000 CLAIMS MADE OCCUR MED EXP(Any one Person) $10,OOO PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,OOO GEML AGGREGATE LIMIT APPLIES PER: POLICY X EEC LOC PRODUCTS-COMP/OP AGG $2,000,000 AUTOMOBILE LIABILITY Ben• 11000,000 B X ANY AUTO COM02LTENTD4850 (Ea $1,000,000 04/01/09 04/01'/10 ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ P—) HIRED AUTOS NON-OWNED AUTOS BODILY INJURY ; (Per accident) t $ r PROPERTY DAMAGE - - - ' (Per accident) $ GARAGE UABiLIIY � - . AUTO ONLY-EA ACCIDENT $ ANY AUiO • OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABIUTY EACH OCCURRENCE $10,000 000 B X OCCUR CLAIMS MADE O2jGRW6573 04/01/09 04/01/10 AGGREGATE $10,000.000 DEDUCTIBLE X RETENTION $10,000 $ WORKERS COMPENSATION AND $ C EMPLOYERS'LUIBIUTY X TW(; TATUWT ER - ANY PROPRIETORIPARTNERIEXECUTIVE WC2-Z11-259874-019 04/01/09 04/Ol/10 X EACH ACCIDENT $500,000 OFRCERNEMBER EXCLUDED? If yes,:desaibe under E.L.DISEASE-EA EMPLOYE $500,000 SPECIAL PROVISIONS below OTHHF� EL DISEASE-POUCY LIMIT $500,000 D Professional Liab DVL000025902 04/13/09 04/01/10 Prof Liab 2,000,000 A Leased/Rented EqP 02UUNTD5678 04/01/09 04/01/10 E DESCRIPTION OF OPER&TIM I LOCAflONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPCCNL PIa�VlglgHHS t 1 OO 0O O *Except 10 days for non payment, of premium. Holder is included as`an additional insured when re u.3-#ed'by a written contract with respect to the General Liability coverage. CERTIFICATE HOLDER . CANCELLATION TWN0ARB SHOULD ANY OF THE ABOVE DESCVJBED POLICIES BE CANCELLED ARE THE EXPIRATION DATE DE/EOF,THE ISSUNHO vmuRErt wiLL ENDEAVOR TO MALL *30 DAYS YYRITTEN WnM TO THE CERTFWATE HOLDER HAMM To THE LEFT,BUT FAILURE TO DO SO SHALL BIPOSE NO OBUCATION OR UABILITY OF ANY KIND UPON THE YISRIRIER,ITS AGENTS OR REPRESENTATrAW AQIHORRED ACORD 25(2001/08) 0 AC D CORPORATION 1 2 r r " 'NJA�E a wish � pcp: 3n�9t, "Inc 27 -:" 1�3'�'9�``1'3 ail09` Also for „ RISIZ Engineering, a division of Thielsch.Engineeririg, ,.Inc. f Gaskell Associates, a division of Thielsch Eng neering, `Inc. •' BAL Laboratory, a division of Thielsah Engineering, Inc. ESS Laboratory, a division of Thielsch Engineering, hc: ALCO Engineering, a division of Thielsch Engineering, Inc.: ` ' Water Management Services, a division of.,Thielseh Engineering, Inc. r r._ r f RISE ENGINEERING Federal ID s osoaosszs M conbww Ptegmwon ft 8186 A division of Irldelseb-F.ugmeefing MA ContraawRegfstretion iNo 120979 :&Comer liegWratton ft 62G120 1341 Elmwood Avenue,Crunston,:RI.O O ' s - (401)78&3700 FAX(90l)784 3i][0 R ` 5 - � .. - Trw twxrancr:�`earetea arro�ni*aa;18 rasE ENGINEERINGCUSTOMM PHONE —_ OATEa Edward R Lavallee (508)778-6168 02M/2010 108529 21 SLubeam Law 21 Starbeam IA 9ERVECE C".ST tZP Hyannis,MA 02601 'Hyannis,MA 02601 JOB DESCR TON RISE Engineering.win,lxoviile labor and materials to seal areas of your home against wasteful excess air y leakage- This work will be performed in concert with the use of sp ecial tools and diagnostic tests to assure that our home will be left with a healthful te4ei of air exchange and indoor air quality.Materials to be used to seal your home can include caulks,foams,weatherstripping and other products. ` Primary areas for sealing include air leakage to attics,basements and other unheated areas(windows are not generally addressed.) Ibis work will be performed at the rate of$66 per man per hour,which includes materials and testing. 12 man hours.This measure is available for 100% rebate from the Cape.Light Compact. $792:00 =Fargineermg win Provide labor and materials to seal heating and/or cooling,dncts within designated unheated basement areas.This work will be performed at the rate of$'75 per man-per hour,which includes materials- 2 man hours.This measure is available for 100%rebate limn the Cape Light Compact. $150.00 ;. RISE.Feegmeermg Will provide labor and materials bo install 2.25"R-10 semi-rigid`fiberglass board insulation to 2�1 square feet of kneewall area. _. $650.70 RISE Engineering will provide Labor and materials to install a 8"la eNOW yer of R-30 Class'1 CeDulose added to 776*an feet of open attic s Pace. • $853.60 RISE Engineering will pztivide labor'and materials to install;a 9"layer of R-30 unfaced i kneewall space. f �� to> square feet of floared'attic _. _ $147:00 1SE . Engineering will providelabor and materials to install insulation a�d weatherstripping to 1 attic access hatches) • RISE Engineermg will.provide labor and materials to install 2 new,finished plywood,k--ZH space access ha ,a.Each hatch will be $25.00 insulated,weatherstripped and bdo closed by eye books.•(Wood surfaces'.wrllbe unfinished: Prime coat,aadlor paint is not included:) _ $200.00' RISE Engineering will apply all applicable:Aigible incentives to this contract. You will be billed only the Nei amount Curterttly,for households where:total'income is less than orequalto 80%of median.iticorne, the Cape E ght Compact offe s:i00%incentive inward eligible RISE ENGINEERING FSdSral'10 ti OSOM629 RI Contraetor Regishmon NO ti186 A division of Mddsch'Engineeripg MA Contractor Registration No t2t�79 T Contractor RegWration No 620920 * _ 1341-Fbawood Avenue,Cranston,Rl 02910 y - (401)784-3780 FAX(R011)384.37i0 .-CONTRACT ' * _ R :I5 ] `' Z ENGINEERING eaow DATE Edward.R Lavailee (508)778-6168 021282010 108529 kHA STREET awxO sTr - -- Lane 21 Starbeam Lit TE,1� - s:8tt.tlKKrdlr,STATE,ZIP _ 02601 Hj+annis,IAA 02601 JOWDESCRIP'1�ION f.: eac�d$2,o total incentive.). _._ $2,8.18.30 i WE AGM MMYTO RMM SERVICES-COWLEM N_AMMAMM WJrH ABOYE SPEClpt ATttN S,WR THE SIRS OF '•'00/00flars $0.06 : rAVPaovatBrrQ:ci�aToraEttAiiriiEtYors�T � oFxwa� r�rAerorinuToyA4nr.T UNPAID aAtAlICEAFTER DAM SEE REVEMEFOR ouARAmn m waft OFnecaftSO4DW-136 AND CONTRACTOR ' DO PIOT HIIiN THIS CONTRACT iF TlIERE ARE AMY BLANK°SPACES- iwrnbiimms�mrA =aeE - szu�XX�Q . . -CIl,STQLEAACCEPTAItCE xOTE Tft o0rrRAcT VAV eE ti AWH eY.U,a F NOT EXECurEowit191r ACCEP'rAN Q S 6 CZ ACCEPrANCEOF _t --. ' TXWAHDCOMDIr10N$AnE* DAM sar�.vanrmusAxO'Afr>ra�rra�vrEo VWAREsMORMTOOOTHEWORk - ASS.PAYMW WML SErIMEAS ABOW TOWN OF BARNSTABLE T ( a CERTIFICATE OF OCCUPANCY PARCEL ID 272 �93 017 GEOBASE ID 37612 ADDRESS 21 STARBEAM LANE PHONE HYANNIS ZIP - LOT 59 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 35972 DESCRIPTION CERTIFICATE OF OCCUPANCY PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY . Department of Health, Safety CONTRACTORS: and Environmental Services ARCHITECTS: i TOTAL FEES: OxTME �lyti BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIMATE P13* " 039% A`0� / fp BUIL N F BY DATE ISSUED 01/20/1999 EXPIRATION DATE ' PARCEL ID�277 ,1,93 017 C OBASK IL 3761.2 ADDRESS 21. STARBRAA LANE - PHONE HYANNIS { ZIP k LOT 59r BLOCK T40T SIZ9 DBADEVELOPMENTDISTRICT E Y PERMIT 32336 'DESCRIPTION SINGLE FAMILY DWELLING PERMIT TYPE BUILD 'TITLE NEW RESIDENTIAL BLW PMT CONTRACTORS: )3AYES,"[ L BUILDING, INC Department of Health, Safety ARCHITECTS- and Environmental Services BON .0t ox tom. CONSTPUCTION COSTS .$93,50£1.00 � 101 SINGLE EAM HOME DETACH D 1 PRIVATE P :(#,: .. * 1ARNSTABLE, +� �. MASS. BUILDIN . ISIoN BY W(C ° , IS9 ?I RAT ION DA':1' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER TtiE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED f% FOR ALL CONSTRUCTION WORK: A�'PROVPD'PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS RD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE- REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. ,3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. I gem'a E=;1 aum L�I u 4 a g oej 0 N v:1 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 119 /7 ^t; 2A4 a/ 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT ; I 2 n Gr� + •,� �(� � • ,B©ARD;OFr`'EA °''� Z OTHER: t� SITE P60 REVIEW APPROVAL V V -T bt ct, I Vl U/ I 1 WORK SHALL NOT PR EED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION" NOTED ABOVE. TION. BUILDING PERMIT L D �07 45 76 Engineering Dept. (3rd floor) Map o� 7� Parcel lq3m 0/7 Permit#` House#,- a / Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:30)= Feed Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) Planning Dept. (1st floor/School Admin. Bldg.) THE t Definitive Plan Approved by Planning Board "61 19 D BARNSPABLE, TOWN OtiARNST, �6 7 T OBTAIN At;&WER CONN N PERMIT FROM THE Building Permit Application ENGINEERING DIVISION PRIOR TO QOUTRUCTION , Project Stree ddress �l altL P� 4..OT S! Village _ Owner e _ ✓ _ Address Telephone , '77! ADD 'Permit Request / o Q A-P.u4& First Floor l 3 - square feet Second Floor 6_6 I square feet Construction Type 7 ✓LG�c.2_ Estimated Project Cost $ Zoning District k C — Flood Plain C Water Protection �9 P Lot Size 7, 3/8 Grandfathered WW s ❑No Dwelling Type: Single Family id" Two Family ❑ Multi-Family(#units) Age of Existing Structure Ul Historic House ❑Yes mlf o On Old King's Highway ❑Yes 10 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 No. of Bedrooms: Existing New 3 Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: E(Gas ❑Oil ❑Electric ❑Other Central Air I�Yes ❑No Fireplaces: Existing . New �_ Existing wood/coal stove ❑Yes LVKo Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) 1C,44 ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ -Appeal# Recorded❑ Commercial ❑Yes al o If yes, site plan review# Current Use Proposed Use Builder Information Name Telephone Number —77/_ l,4�la Address AV q 5 License# 00 Se 7 6 3 Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE -7/1 A BUILDING PERMIT DENIED FOR THE FOLLOW REASON(S) r FOR OFFICIAL USE ONLY , PERMIT NO. DATE ISSUED 1 MAP/PARCEL NO. - - 17 ADDRESS VILLAGE - ♦ _ _ t OWNER DATE OF INSPECTION FOUNDATION' FRAME INSULATION, FIREPLACE ELECTRICAL: ROUGH _ 'FINAL I + PLUMBING: ROUGH FINAL GAS: ROUGH r FINAL 1 .FINAL BUILDING DATE CLOSED OUT �- © ASSOCIATION PLAN NO. F o - The Town of Barnstable BA LE.MASS. • Department of Health Safety and Environmental Services MASS. g �fD 39.p Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location -� C� �-'1 Permit Number �j Z Owner { 'j Y? Builder ( One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: / i r t 1.-�� �t't x �� l�-- "7" !�'�: t t���'S'" �jv� `".�"'.,�J'�'Ul„��l Q�^•,, t t-� (, ' — (s) cc Please call: 508-790-6227 for re-inspection. Inspected by '� / 99 Date -- ..- C � � b E PROPOSED PLOT PLAN I CERTIFY THAT THE PROPOSED FOR DWELLING SHOWN ON THIS PLAN CONFORMS TO THE MINIMUM SETBACK LOT 59 STARBEAM LANE HYANNIS, MA. REQUIREMENTS OF THE TOWN OF BARNSTABLE. PREPARED FOR BAYSIDE BUILDING CO. sz 1 N OF M4� SCALE: 1" =30' JULY 22, 1998 ' TEVE W. 1 Weller & Associates 1645 Falmouth Rd.—Suite 4C Centerville, Ma. 02632 (508) 775-0735 pVAA r ,.R r-4-c�;i:sS tf�t IA EEI i `rF�jg t I,L: (l Ell . .. . . . . .... 1 i ' i i / ��•, �RE$tf�p \�lp0� �ouvErZ-�:.v�t�i I a i j� SLi'L��.11R�?--`tv.���.E.h.�:._.GOIt�l�(i? �.�EE•}' f . j P Vic . I r _ C• Q CLQCP ;?:-• I TI] ( 1 1 1 1 it - ( _........ fT FM LL 41 41. I Lj J rl I ' I I I T -T 5 � N '1'- 0., p• I Co`-Co'' I !o'_ Cn` 1'_ Co" .l x s cl.x, "1=!o'' Co'-Co" �, Cc'- ro Nl X , a� aL 0 CJ Fes- OD i I Q - a- N CO d , PTp29�9 • :_Q_CrC.�L�t�G._':Poo,/e�_, _ --1.a_c/IrL-G _ rZoo/ram..-._;... -/^AST-E...CZ._:...�'�-E�2�c�Jr ; LP 0 SFiEWES EFfL S' P�I FO—D IZOU iALF..::9_0UL�t7�4=1Z. 2' 8 \ I �F S F N ' - - � F 5 �_ j 1 , O � .GACZAG:E -_ I 2 • �ay. L�.JJJ I I I � I ( q N ��� J1 uor ro�-a.. c+ •_o,. f.0 tJ G�-l.`P.7Z0 rJ -------------7— CCI a G j Ul li I � - cZo.oin. ---.. , �I 2'-1� 4•-�� � • ,j O Qpe z7o 5' a Ti / - ; 7-7 tl. IL- J it a' i 5fiwa�.�PSt � Lp X if -- L �J ( i i� 2X to S r i -.�-- " 77, 1 � I S _ -- — — — — -- = - - ��..c�rzess I r � Ce i co" f?G `- d:)" 4-$% •s � .y '�t'�G.i_:.F1.�SZ:SZ:�NGr.�a f,�'..' t , ^�•v�'f :� 1 � . f y t Ae l' P 7L�� ;' S- AiA t , I ( 1.7. 1 -' .•:.� l l; 2X �Qs1Cp" w � a{� � �5',�t �- i r i fm 1 8.. `�, 91te Co,,mencoWaea1(11 o/'-f(aJJarlaJe«J - DEPARTMENT OF PUBLIC SAFETY t' s� CONSTRUCTION SUPERVISOR LICENSE Number: Expires: Restricted To: 11 BRIAN T DACEY 61 FERNBROOK LN CENTERVILLE, NA 02632 710 0 Restricted To: 11 11 - 35,001 cf enclosed space (NGL C.112 S.61L) IA - Masonry only 16 - 1 6 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. 'I f t t ' a F COMMONWEALTH OF NLA.SSACHUSETTS -_ '— DEPAKrMEN'T OF INDUSTRIAL ACCIDENTS 600 WASHINGTON STREET -ames.: Camcoee BOSTON, MASSACHUSEM 02111 Cor-+:ss+cne WORKERS' COMPENSATION INSURANCE AFFIDAVIT Ov (liccnscdperminec) with a principal place of business/residence at~ P o. �3 0 x s c'C,-V rE'('e ✓l ly-e 1 i►74 . � G 3 z (City/Snte/Zip) do hereby certify, under the pains and penalties of perjury, that: [q, I am an employer providing the following workers' eompcn--:lion coverage for my emplovc:s working on this job. A1A1Zy0Vh -TC- DDy r' ( 1nyl Insurance Company PolicvNurnbcr ( � 1 am a sole proprietor and have no one working for me. [ j I am a sole proprietor, general contractor or homeowner (circle one) and have hired the eontracrors listed b-ow who have the rollowing workers' compensation insurance poiic= Namc of Contractor Innimricc Company/Policy Number Name of Contractor Insurance Company/Policy Number Name of Contractor In=ncc Company/Policy Number D 1 am a homeowner performing ill the work myself. NOTE. Please be aware that while homeowners who employpersoes to do maintenance,construction or repair work on a dwelling of not more thaw three units in which the homeowner also resides or on the grounds appurtenant thereto are not gcnera!ly considered to be ernplovers under the Workers' Compensation Act(GL C 152,sect..1(5)), application by a homeowner for a licezu or permit may evidence the legal status of an employer under the Workers'Compensation Act I understand that a copy of this statcmeat will be forwarded to the Deparr e::of Industrial Aeadena'Office of Insuraner for eove:az: veri:.cation and that fallurc,to secure coverage as required undo:Section 25A o.-MGL 152 can lead to the imposition of criminal perz:_Cs consisting of a fine of up to S1500.00 and/or imprisonmcnc of up to one ye:; ::sd civil penalties in the form of a Stop Work Order a rc a fine of 5100.00 a day a€sins: mc. Sicncd this day of . 19 Liccnscc'Pcrmittcc Lict.isor/Purnictor n SUBCONTRACTOR'S INSURANCE ENGINEEER: BAXTER & NYE ENG: (L) FIREMENS FUND - S30MXX80564866 (W) LIBERTY MUTUAL - WC1312595563023 WELLER & ASSOC: (L) NAT'L GRANGE MUT.- MSP45246 EXCAVATION & SEPTIC: ROBERT J. OUR (L) U S F & G - 1MP30109550901 (W) iJ S F & G - 771521695 DECO CONSTRUCTION (L) TRAVELERS - 660364K8342 (W) LIBERTY MUTUAL - 312446298044 FOUNDATION: BAYSIDE FOUNDATIONS: (L) COMMERCIAL UNION - ABR406267 (W) LIBERTY MUTUAL - WC1312201785044 WELLS: DENNIS SCANNELL (L) TRAVELERS - 660873E5627COF92 (W) WAUSAU - 151300062926 CELLAR/GARAGE FLOORS: MICHAEL BROWN: (L) AETNA - MP0023672849 FRAMERS: ROBERT DORRER: (L) TRAVELERS - W680526K991TIA9 (W) AETNA - 006C0023972416C MICHAEL DUFFLEY: (L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL - WC1312492127024 MASON: SHERMAN, WAYNE: (L) COMMERCE INS CO - N60689 (W) WAUSAU INS - TO BE ASSIGNED ELECTRICIAN: CHAVES ELECTRIC: (L) HANOVER INS. - LHN2964649 (W) MISCELLANEOUS INS CO. - 0708878 91 1 PLUMB & HEAT: WHITELY PLUMBING: (L) TRAVELERS - 660365K1782COF9 (W) EASTERN CASUALTY - POLICY IN MAIL ALARM SYSTEM: BALTIC SECURITY: (L) FIRST FINANCIAL - FF0131 G400831 (W) COMMERCIAL UNION - CB0743379 CENTRAL VAC: VACUUM HOUSE: MERRIMACK MUTUAL - SBP1608045 INSULATION: MAP INSULATION: (L) AMERICAN STATES 02CC326435-3 (W) U S F & G - 7711099932 SHEETROCK: MEL REED: (L) WORCESTER INS - CB817530 (W) COMMERCIAL UNION - CBH557387 INTERIOR TRIM: DAVID'S REMODELING: (L) COMMERCIAL UNION - NB F821442 M & R CARPENTRY (L) MARYLAND INS. GRP- SCP30235965 (W) CIGNA PROP & CAS.- C80049997 OAK INSTALLER: ROBERT BUDDEN: (L) NORTHERN ASSUR. - NBF528652 PAINTING: CAMPBELL PAINTING: (L) TRAVELERS - 168025IK4083COF (W) AMERICAN POLICY - WCC '186604 GARAGE DOORS: ALL, CAPE GARAGE DOOR: (L) U S F & G - BSC14667590301 (W) COMMERCIAL UNION - CBH573757 STORMS & GUTTERS: ALUMINUM PRODUCTS: (L) AETNA - MP0021014146 (W) AETNA - JC89258880 OAK FINISHER: AMERICAN FLOORS: (L) TRAVELERS - 680 342W754-0 CARPET, VINYL & TILE: CARPET BARN: (L) VERMONT MUTUAL - SBP6507393 (W) PHOENIX INS. - 6NUB476J652794 TILE INSTALLER: TONY AVERINOS: (L) ASSURRANCE CO. - CFP26528977 (W) HARTFORD FIRE - 77WZCY2409 WIRE SHELVING: CAPE COD CLOSETS (L) U S F & G - BSC146983441 APPLIANCES: , KITCHEN APPL MART: (L) FIREMENS FUND - AZC80453098 (W) HARTFORD INS CO - 77WZNB1603 MIRRORS & SHOWER DOORS: L & M GLASS : (L) COMMERCIAL UNION - CBR409003 (W) U S F & G - 0071439933 LANDSCAPE & SPRINKLER: COY'S BROOK: (L) COMMERCIAL UNION = ABR345850 (W) CIGNA COMPANIES - C41138178 DRIVEWAYS: NORTHERN SEALCOAT: (L) MARYLAND CASUALTY- EPA18716945 (W) THE PHOENIX UB387K530 w MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 . 0 Checked by/Date CI TY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 7-13-1998 DATE OF PLANS: 7/13/98 TITLE: LOT 59 STARBEAM LANE PROJECT INFORMATION: COBBLESTONE LANDING COMPANY INFORMATION: BAYSIDE BUILDING COMPLIANCE: PASSES Required UA = 397 Your Home = 304 Area or' Insul Sheath Glazing/Door .Perimeter , R-Value R-Value U-Value UA ----------------------------------------- - - ----- - ------------------------------ CEILINGS 1132 . 38 . 0 0 . 0 34 WALLS: Wood Frame, 24" O.C. 2151 21. 8 3A 106 GLAZING: Windows or Doors 294 ` 0 . 350 103 DOORS 21 0 .350 7 FLOORS: Over Unconditioned Space 1132 .19 0 ' 4 54 COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. r The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard. Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design, load as specified in sections 780CMR 1310 and J4 .4 . ` Builder/Designer �_ r' Date. �t MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 LOT 59 STARBEAM LANE DATE: 7-13-1998 Bldg. Dept . Use CEILINGS: [ l 1. R-38 Comments/Location WALLS: [ ] 1. Wood Frame, 24" O.C. , R-21 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0 .35 For windows without labeled U-values, describe features : #Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0 . 35 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0 . 5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts . The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 1250 of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems. ----NOTES TO FIELD (Building Department Use Only) ------------------------- ,r ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3: (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17.' GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF.THE GND GROUND MULTIORE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5: CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC Y' LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 6.90.31(E).' MIN MINIMUM 8. . ALL WIRES SHALL BE PROVIDED WITH STRAIN (N), NEW RELIEF AT ALL ENTRY INTO"BOXES AS REQUIRED BY NEUT NEUTRAL " . . . UL LISTING.. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED. AT THE OC ON CENTER UL' LISTED LOCATION PROVIDED BY THE 9 PL PROPERTY LINE MANUFACTURER USING UL .LISTED GROUNDING POI POINT OF INTERCONNECTION" HARDWARE. - PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS.` S STAINLESS STEEL STC STANDARD.TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER.SUPPLY \ V VOLT Vmp VOLTAGE AT MAX POWER . . VICINITY MAP INDEX. . . Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHTPV11 COVER PV2 PROPERTY- . R N P,V3 SITE PLAN . PV4 STRUCTURAL VIEWS PV5 THREE LINE DIAGRAM LICENSE GENERAL. NOTES a + Cutsheets Attached 1. ALL WORK TO BE DONE TO THE 8TH EDITION GEN #168572 K ELEC 1136 MR OF THE MA STATE BUILDING CODE. "4 ` 2.. ALL ELECTRICAL WORK. SHALL .COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE"INCLUDING MASSACHUSETTS AMENDMENTS. . MODULE GROUNDING METHOD: ZEP SOLAR ' . .. is AHJ: Barnstable a REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) R 5 CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B—O 2 6 1 568 00, PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE LAVALLEE; EDWARD Matt Vanhefter "I't, ity - LAVACLEE RESIDENCE '` °SolarCBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: aSNOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount, Type C 21 STARBEAM LN 7.28 KW PV ARRAYPART TO OTHERS OUTSIDE THE REgPIENT`S ,,` r.r ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02601 I TMK OWNER: ( THE SALE AND USE OF THE RESPECTIVE (28) Hanwha Q—Cells # Q.PRO 04/SC-260 24 SL Martin Drive,Building 2, Unit 11 _ �: * C $HEEL REV DATE Maribarough, MA 01752 SOLAROTY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME PERMISSION OF SOLARg1Y INC. INVERTER: T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 (508) 778-6168 COVER SHEET PV 1 7/30/2015 (888)-SIDE-an(765-2489) nvr.eclaraity.cam. r 95'-10 2T-10 I I I I s I 60'-6° I 1 � I - (E)DRIVEWAY a 4'-11 I, 12'-9" . g' 5—7" i PROPERTY PLAN N Scale:1/16" = 1' w E I 01, 16' 32' S J B-0 2 615 6 8 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: \\ CONTAINED SHALL NOT BE USED FOR THE LAVALLEE, EDWARD LAVALLEE RESIDENCE Matt Vanhefter ��; SOla[Cit o BENEFIT OF ANYONE EXCEPT SOLARgTY INC., MOUNTING SYSTEM: " y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 21 STARBEAM LN 7.28 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St Martin Drive, Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) Hanwha Q—Cells # Q.PRO G4/SC 260 PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE sEs000a—us000slvR2 (508) 778-6168 PROPERTY PLAN PV 2 7/30/2015 (888)—SOL—CITY(765-2489) www.solarcity.com PITCH:45 ARRAY PITCH:45 MP1 - AZIMUTH:265 ARRAY AZIMUTH:265 MATERIAL:Comp Shingle STORY: 2 Stories. O K PITCH: 15 ARRAY PITCH:15 MP2 AZIMUTH:265 ARRAY AZIMUTH:265 AC K. amp Shingle Stories MATERIAL: C STORY: 2 © O IUKI N v ST UCTU tAL NO.51933 i GIST£ O Inv RF ONE, STAMPED & SIGNED FOR STRUC'TURAL..ONLIf Digitally signed by Humphrey. . . 4/12 Kariuki Pi[c B Date:2015.07.31 06:27:37-04'00' LEGEND Front Of House 0 (E) UTILITY METER & WARNING LABEL Inv_ I INVERTER DISCO. W/ INTEGRATED DC ` & WARNING LABELS R DC DISCONNECT &' WARNING LABELS FACI AC DISCONNECT & WARNING LABELS -•. � M & 0 DC JUNCTION/.CO BINER BOX LABELS _ 0 DISTRIBUTION PANEL & LABELS r Lc LOAD CENTER & WARNING LABELS ly 2 t a O°' . M DEDICATED PV .SYSTEM METER (E)DRIVEWAY N Q STANDOFF LOCATIONS. A CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT.PRODUCING VENTS ARE RED r�,J INTERIOR EQUIPMENT IS DASHED L— . . _ .. . . SITE PLAN N 1J8 1� Scale - w E 0 1� 8' 16' . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J13-0 261 568 O PREMISE.OWNER: DESCRIPTION: DESIGN: \`\ CONTAINED SHALL NOT BE USED FOR THE LAVALLEE, EDWARD LAVALLEE RESIDENCE Matt Vanhefter �.�•!� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: r Solarcit NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 21 STARBEAM LN 7.28 KW PV ARRAY ►�� Y PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (28) Hanwha Q—Cells # Q.PRO G4/SC 260 24 St. Martin Drive.Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN - p PAGE NAME SHEET: REV: DATE Madborou ,MA 01752 PERMISSION OF SOLARCITY INC. _ INVERTER: /508 778-6168 PV 3. 7 30 2015 T. (6so)s38-1028 F: (650)63e-1029 SOLAREDGE SE6000A-USOOOSNR2_ l . .) . SITE PLAN. / / (888)-SOL-CITY(765-2489) www.solarcity.com i (E) 2x4 S1sl � L � LIK N0.51W3 �FG/S '—z" -9- STAMPED & SIGNED �5'—�0° - FOR STRUCTURAL ONLY (E) LBW (E) LBW A SIDE'VIEW OF MP1 NTS B SIDE VIEW OF MP2 NTs MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1 X-SPACING X-CANTILEVER Y-SPAQNG Y-CANTILEVER NOTES _ LANDSCAPE ' 64" 24" STAGGERED. LANDSCAPE 64" 24" — STAGGERED PORTRAIT 1 48" 19" PORTRAIT 48" 17„ ROOF_AZI 265 PITCH 15 RAFTER 2X10 @ 16' OC AZI 2 5 PITCH 15 STORIES:2 ROOF AZI .265 PITCH 45. ARRAY6 RAFTER 2X10 @ 16"OC STORIES' C.J. 2X6 @16"OC Comp Shingle ARRAY AZI 265 PITCH 45 P C.J. 2x10 @16"OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK,HOLE . ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. SEAL PILOT' HOLE WITH (4) (2) POLYURETHANE SEALANT. . ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP SHINGLE (4) PLACE MOUNT (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH 5/16 DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER C(6) BOLT & WASHERS. (2-1/2- EMBED, MIN) (E) RAFTER 1 STANDOF�/2 S1 Scale: " J B—0 2 6 5 6 8 PREMISE OMER: DE"PTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN JOB NUMBER: 'hs CONTAINED SHALL E E E T SO FOR THE LAVALLEE, EDWARD LAVALLEE RESIDENCE Matt Vanhefter '���SolarCity. BENEFIT OF ANYONE EXCEPT SIXARgTY INC., MOUNTING SYSTEM: �••R NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 21 STARBEAM LN 7.28 KW PV ARRAY PART IZ TIN, E EPTTIN THE RECIPIENT'S MODULES BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin Drive,Building.2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) Hanwha Q—Cells # Q.PRO G4/SC 260 PA( NAVE SHEET: REV. DATE Merlin Drive, MA Building Z SOLARGTY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: 1. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 (508) 778-6168 STRUCTURAL VIEWS PV 4 7/30/2015 (858)-SOL—CITY(765-2489) www.solarci►ycom �. GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:TBB20(40-40)C Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE"##SE6000A—USOOOSNR LABEL: A —(28)Hanwha Q—Cells Q.PRO G4fSC 260 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2234182 Inverter; 6000W, 240V, 97.5%q w/Unifed Disco and ZB,RGM,AFCI PV Module; 260 236.7W TC, 40mm; Blk Frame, H4, ZEP, 1000V ELEC 1136 MR , r3 Underground Service Entrance INV.2 - Voc: 37.77 VPmox: 30.46 INV 3 . Isc AND.Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 200A 2P MAIN CIRCUIT BREAKER q.. Inverter 1 (E) WIRING CUTLER-HAMMER - +D,C+,M 200A 2P Disconnect 3 SOLAREDGE/ SE6000A—USOOOSNR2 MP 2: 1x14 (E) LOADS A ------------- ----------- -----------------. . Ll DC- 35A/2P ------------------------- 7 GEC DC' ---- GND ------------ n - T N Da `MP 1/2: 1x14 I .r _ 6 - -- G ----- -=------♦J N I It MT —(1)Condu' Kit• 3/4° E _ GEC _ - TO120/MOV SINGLE,PHASE UTILITY SERVICE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP d D T (1)CUTLER—HAMM If BR235 PV BACKFEED BREAKER e (1)CUTLER—HAMMER DG222UR8 (Z8)SOLAREDGE 300-2NA4AZS r Ol Breaker, 35A P, 2 Spaces ^ Disconnect; 60A, 24OVac, Non-Fusble, NEMA 3R AC PowerBox Optimizer, 3.00W, H4, DC to DC, ZEP DC- —.(2)Ground Rod; 5/8 x 8, Copper (1')CUTLER- AMMER I DG100N8 �� Ground/Neutral Kit- 60-100A, General Duty(DG) nd (1)AWG#6; Solid Bare Copper (1 roun x , Copper G d Rod• 5/8° 8' M RE DE L (N) ARRAY GROUND PER 690 47(D). NOTE: .PER EXCEPTION NO. 2, ADDITIONAL - ELECTRODE AY NOT BE QUIRED PENDING ON LOCATION OF (E) E ECTRODE 1 AWG#8,THWN-2, Black 2 AWG, 10, PV Wire, 60OV, Black VoC* ="500 VDC Isc =15 ADC O (i)AWG Q8, THWN-2, Red O (1)AWG #6 Solid Bare Copper EGC Vmp =350 VDC IMP=10.26 ADC (1)AWG#10,THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)Condult Kit.3/4°:EMT, , • , -(1)AWG 8,.TFiWN-2,.Green _ . EGC/GEC-(1)Condwt.Kit.3/4'.EMT.• � � (2)AWG #10, PV Wire, 600V, Black Voc* =500 VDC Isc=15 ADC O (1)AWG #6. Solid Bare Copper EGC Vmp =350 VDC Imp=10.26 ADC �1)Conduit Kit.3/4° EMT. .. . . . . . . . . . . . . . CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B—O 2 61 5 6 8 0 PREMIX OWNER: DESCPoPIIori: DESIGN:. \\` CONTAINED SHALL NOT BE USED FOR THE LAVALLEE, EDWARD" LAVALLEE RESIDENCE Matt.Vanhefter �;` 0�O �I� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.� hr NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 21 STARBEAM LN 7.2.8 KW PV ARRAY, ��� PART TO OTHERS OUTSIDE THE REgPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES BARNSTABLE,. MA 02601 THE SALE AND USE OF THE RESPECTIVE (28) HanWha Q—Cells # Q.PRO G4/SC 26O 4 St. Main Drive, MAa0175,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE.NAME DATE. : (650)638-1028 F: (650)638-1029 SHEET REV: r508) 778-6168 �Jp PV 5 30 2ot5 T PERMISSION OF SOLARgTY INC. SOLAREDGE SE6OOQA-USOOOSNR2 . . \ / THREE LINE. DIAGRAM . / / (888)—SOL—CITY(76.5-24.89), www.solarcitycorn o e o •o o ,re `• Label Location: Label Location: ��w ,wtg Label Location: (C)(CB) o LAl� (AC)(POI) (DC)(INV) s Per Code: _ ° _D Per Code: _" e - • Per Code: NEC 690.31.G.3 Do 0 0 - NEC 690.17.E • O •o •��o NEC 690.35(F) Ir C Label Location: °�► -D _ ' • e . • . ' TO BE USED WHEN ® ® ® ® (DC) (INV) �i►I o • D •-° ° _ _ •;, INVERTER IS Per Code: �. . .. © ® UNGROUNDED NEC 690.14.C.2 Label Location: . . _ 4 Label Location o o-o o• '®o 0 0 (POI) -o - (DC)(INV) a Per Code: -O Per Code: -• Do 0 0 NEC 690.17.4; NEC 690.54 NEC 690.53 j.. l • SO - • o- ; o_- _ � st •i� oo .Ipo Label Location: ' .z q..�;i�"�+.. �x 'mks '.a.�+• + � 5. '�,, ,f,c; � ..5:t ,�"R a. >t�y�� - .. a o (DC)(INV) �; Per Code: NEC 690.5 C •- -o'• D D {. Label Location: r � . • .,_..,+ N 'O D O e'Q • x �.;. ' S .S `� O s '�� ` (POI) - . . ,r „ ,; r< `., • . _o ® Per Code: 0 0 ® NEC 690.64.6.4 Label Location: 1 DC CB Per Code: Label Location: NEC 690.17(4): ..` Q (D) (POI) _ s % # a Per Code: NEC 690.64.13.4 Label Location: oks ar ` e (POI) Per Code: Label Location: - NEC 690.64.B.7 (AC) (POI) ` D• e - e .r ay, (AC):AC Disconnect ® ® Per Code: o• ` ; (C): Conduit NEC 690.14.C.2 . . ... ,.. �; (CB): Combiner Box( ): el. (DC): DC Disconnect (IC): Interior Run Conduit ftt. �x Label Location: (INV): Inverter With Integrated DC Disconnect k (AC)(POI) (LC): Load Center Per Code: (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION; Label Set ��i��. T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Oil (888)-SOL-CF Y(765-2489)www.solarcity.com SOLARCITY EOUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. solarCi 0 A t ® Next-Level PV Mounting Technology I SolarCit I Z Solar Next-Level PV Mounting Technology SolarCity ZepSolar. 9 9Y Y P Ze S ste m Components P 1 Y for composition shingle roofs srmena Zej; mmreoea. (rnysm va:N ley ciwmwry W*" . . ;; . . .. a, Description - Pv mounting solution for composition shingle roofs r _ ACaMra't`e Works with all Zep Compatible Modules. Zep System UL1703 Class A Fire Rating for Type 1 and Type 2 modules a , • Auto bonding UL-listed hardware creates structual and electrical bond Comp Mount Intedodt Leveling Foot UL ISTED � L �. O Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582,- Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 �\�\����j/] Designed for pitched roofs 0 . . - • Installs in portrait and landscape orientations • +' Zep System supports module wind uplift and snow load pressures to 50 psf per UL1703 ' Wind tunnel report to ASCE 7-05 and 7-10 standards • .Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 . Engineered forspans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL2582 for Wind Driven Rain Part No.850-1172. Part Nos.500-0113, Part No.850-1.448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 Li zepsolar.com zepsolar-oom I 2 sted to UL 703 This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for „ each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications'referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats:com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf 'Page: 1 of 2 - 12 22.14 ZS for Comp Shingle-CutsheetRev.02.pdf Page: 2 of 2 - solar=oo E solar=ocSolarEdge Power Optimizer Module Add-On for North America }s P300 / P350 / P400 - SolarEdge Power Optimizer _ 3 0 P400 Module Add-On For North America .t `} P30D P 5 s'9f (for 60-cell PV for modules PV (for modules) PV - m du m u modules) 41 a mo les) P les) r s<�'• INPUT `f dul ;_..) "A"�d od fit J3, •: : P300 / P350 / P400 Rated Input DC Power! ....... 300 350 400 W o Maximum Input Voltage(Voc at lowest temperature) 48 60 80 - Vdc - ....... ......... ..... ... ...... .... PT Operating Range . . Maximum Short Circuit Current(Isc).... ..... ... ... .. ... .......810 Adc..... .. - M D.. . .... C Input Current 12 5 Adc - - Maximum Effinen 99.5 % •. .. .�` `ems„ _}. jr 'Y^3 .:.� �,ak. 4Y vS,i : Weighted Efficien Y. ...... ..... .... . ......988 ... ..... .%'...... - s. Overvoltage Category ...- .. .. .. ... ..11.... OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - c Maximum Output Current 15 Adc .Maximum Output Voltage.. ... .... ............. .... ... ... ... ._...fio ...... ...................... Vdc... OUTPUT DURING STANDBY(POWER R - ' - y^-� ' t„, ` dt 3E�„•. ^r -. )Safety Output Voltage per Power Optimizer OP INVERTER Vdc ' - a` a `;x •' $. ' 'a S " .. ISTANDARD COMPLIANCE TIMIZER DISCONNECTED FROM INVER INVERTER OFF) y�"z2 - t `�a s"'§'I,e+x,�'s, .) - EMC ....... ...... .. ... FCC Part15 Gass B, - '„ ""- IEC62109 1(class 11 safety),UL1741 ..,...... - x, ` M J d V ...................... ...... .......... ... R + I INSTALLATION SPECIFICATIONS 3 - ` Yes .._ :. Maximum Allowed System Voltage -1000 Vdc ,r a - ar"- Dirn,sions(W x L x H) 141 x212x40.5/.5.55x8:34x 1.59 min/m - - ,. .-�.,- - •v...�, r .. Weight(including cables) .. . ..... ......... ... .. 950/2.1. .... ... .... gr/Ib ,'J ? .; : ..Input Connector ... ...MC4/Amphenol/TYco.. ... ........................................... .................. .... .. .............................................................. " t`x Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length.. ...... ....... .. ....0.95/3.0... ....... .1.2/3.9 .. ..m/.ft... ...�..... -Ng°'- Operadng Temperature Range. .. .... ..... -40 +85/-40 185..... C/ F ,. '. ......... .............. ... ...... ..... Protection Rating IP65/NEMA4 .......... .. ......... ......... ............ ......... ...... Relative Humidity b. S00 % . _ .. .. _ .. :. y �,.+� i'', - , ° n�n,aa sre oo.e.or uro moame moamem�p�o sxpow..�aea�aw�.•:a. - - D THREE SE- � �PV SYSTEM DESIGN USING A SOLARE GE '� REE PHASE THREE PHA .� zy SINGLE PHASE 208V -480V.INVERTER.. .;:.� twa.,. ..... ...,.,. :... �,.: � .� ,. .. ..-. � -. + PV power optimization at the module-level - Minimum string Length(Power optimizers) 8 10 18 - .. - Up to 25%more energy ... ..... Le.......................... ...... .. _... .... .. .. -. - - - Maximum Stnng Length(Power Optimizers) 25 25 50 . .. -. - Superior efficiency(99.5%) . . . . ,. .. ........ ... ._. ... .. ..... .. ........ .. Maximum Power per String 5250- 6000 12750 W rallel Strings of Different Lengths or Orientations Yes Pa ...... ... ......... ..... .... ..... .... ..... .......... ....................... • — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading. }., - _ - Flexible system design for maximum space utilization - - - - - - Fast installation with a single bolt • _ - _ - - - - _ — Next generation maintenance with module-level monitoring - - - i " "'� '''" t i r:, t rra a` - - - g g M,�_ r�x y«.•: z s.>? d#''a. t "'fir �`� `�:e e.r, - - Module-level voltage shutdown for installer and firefighter safety . USA GERMANY ITALY FRANCE— JAPAN - CHINA - ISRAEL - AUSTRALIA WWw.50laredge.u5 'r'rt. _ r t . i . S�I r'.emo -m- Single Phase Inverters for North America OI0 0 Q �„1� SE300DA-US/SE380OA-US/SE5000A-US/SE6000A-US/ I`'� 76 SE1 1 SE OOA S/ 0000 US/SE'1 OOA US I OOOA-US SE3800A-us -US ASE6000A-US4 SE7600A-US SE10060A-US' SE114OOA . . . . . ark - a «. OUTPUT Lr ;r at INomnalAC•PowerOut output E33000 3800 5000 6000 7600 y 11400W S VA SolarEdge Single Phase inverters :t .. ....... ............ �000 @z4o� .............. t, �.,. .......................:.......... .... ... .5400 @ 208V� . .10800 @ 208V' .. P • - ,.' � '� -` - Max AC Power Output. 3300 4150 6000 8350• -12000 VA For.North America 50@z4o� .... 1D95D@... .... ........ Fkts .. J• I: AC Output VoltageMln:Nom:Max.* _ - ✓ ✓. - - 54 ,,s f s,`.:':. :^ 183 .208................229 Vac .......:........ ........... .. .... .:...... ... ..... . ... .... SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ W .:.............. ......... ......... .... .:.... ` *�'�' I AC Output Voltage Min:Nom.Max.*. .. ,. .., � Y . . ,'""�.p.:.-�---� . ., ::a_:,..r ,,a f`T.*r:,,Sr.x-lr• �_r".`,.-�:}..�-', ,r+'t'@:7ar,,,'a.".•,�..� �s"�€'¢,„v,,h,,,i r.s�t'� r+�r,,, ..-y.s,r., I .... .i .:, AG21CF1DF-tr.e2q4u.0.e.-n.2c.6 Y.4M..V.ian.c -US -US/SE11400A-US ..Nom:M ax.' . ✓ I ✓ I . ✓ V .I ✓ ✓ 5)SE7600A 59.3 60-60.5(withHIcountrysetting57 60-60 ....... . ✓ 40V I .... 6 2 32 4 7 5 HAMax.Continuous Output Current 125 42 @ 2#` 7 ...... ......:.....:::....... . .. .... _21@40 .. ................. ....................... ..... .......: .:..l................. .... 1 Az Uti ity ng litorinIC n8 Potection,Country gurable _ Yes —.-..s`�verfe...,, Thresholds q INPUT - - - . Recommended Max. Power* •feats Reco . . . I i mme d d DC Po 3750 47501. 6250 7500 9500 12400 14250 W L ,yr (STC) . . ... ... .... .... v. �• - _'' 'r Transformer-less,Ungrounded Yes ... . ... :. ,..-., ,•..--.•..,.w„,.M ., �, ., ........................................... ............ ......:.. ..... ............... ... ...... ........ . .. v .. � < *' x; Max.Input Voltage - 500 ..... ..... ... Vdc . . s x .`»s - ...................... ............ .. ...................... ...... ...... ...: .. ... ... Nom.DC Input Voltage 325 @'208V/350 @ 240V.... .. Vdc y# �, s .. .... -..16.5 @ 208V. . ...33 @ 208V. ... ... Alls. i :„ a Mak.InputCurrent••• 9.5 13 1S •23 845. Adc . . - -15:5@240V 130.5@240V ........... ............. ... ... ....... .............. ....... ..... ......... ...... ... qq; ,., � + ».,.` °fit.:; '�..; •Max.InputShortCircuitCurrenY IO 45 Adc - ... .......... ... ... .. ... .. ...._...... .. .. ... ..... .. ._... :, Reverse-Polari Protection Yes - .-. ,_" �. , verse-Polarity . . ..... ..... ..... .... .. .... " . .. 11 :' .,. ;; ; .;::r "' _.P.< •., Ground-F Iu .Isolation Detection: .. •• 600kn Sensitivity.••• ., I'" `•�;+"r- :..^.`° ,,..:°a .T ' .% '-" ;•... - ,. MaximuminverterEfficiency........ 97.7. ..98.2 98.3.. ....95.3... ••98 98 98 % . r ............ .......... __.____ .-• - I; 4 '- - . .97.5 @ 208V. ..... ...97 @ 208V... ' r -» f �` �+ = �CEC Weighted Efficiency 9. . 98 97 5 97.5 I 98 @ 240V. . 97.5 @ 240V ..... - . "'sue za','"�". ,. :: ` ,.,:-,...rs".4 ,r, .„ .,":. •� ' .Nighttime Power Consumption..... ....... .......... . .`<2.S ... . .. ... .. <4. ... ... .... ...W. .. f r-, . I ADDITIONAL FEATURES xa Supported Commu..... Interfaces -' •, RS485'RS232,Ethernet,ZigBee.(optional) .s RV i, J 'z" -}-}` " ,�.. {.t£ :r -' ' • ..Revenue Grade Data,AN51 C12.1. •-Optional.. { 4 f # STANDARD COMPLIANCE z s •-° h 4 't }, .;; ,, -, ,, ,'� Safety - UL1741,UL16998 UL1998 CSA 222' i� + •Grid Connection Standards IEEE1547 i ........... ....... .............. ... ........ .......... ....... ....... I'�, .. .-, .:M. •:..•,.... �.�,..,._: �.�. ,'�.,,.: ,,, ,.,ym >, ..� .:,: w :.,,n ,.„ r ��+ .« .. r r``' .� '� .Emissions FCC part15 class B (INSTALLATIONS SPECIFICATIONS .• .. "5?' `'$-�' C , _-' s r"t' •-, - .;,; ,,, AC out ut conduit size/AWG range 3minimum/24-6 AWG - 3/4 mlmmum/8 3 AWG ................. .. ......... .. ....... ......... . .. .... ................. .... ......... {y -s conduit size strings .��� � �•-.. .• r P DC input minimum/1 - "`""''` } AWG range - 3/4" ' ' um/1 2 strings/24-6 AWG 3/4 minimum/ strings/14-6 AWG ...................................................... .. .........................:.................. ....................... .. ... ..... .......... ... • - 'e K $'. •4 *'r,i - r Dimensions with AC/DC Safety - 30.5x12.5x7% •• 30.5x125x7.5% •15 � ���in/ ,,:. _ _ 30.5 x 12.Sx 10.5/775 x 315 x 260 ,. �`: Switch(HzWxD 775 x 315 x 172 775 x 315 x 191 mm ,r. >::-m...N......✓ _ ,.b >1•ta+... ,. ,....::. .._,. .kx. .. ...... .. ,:, W , , ,..• �. .�, .,-"..+s .9, .,w,-� .N=^,�-h,. • "'^�` >" Weight with AC/DC Safety'Switch 51.2/23.2 .54 7/24.Z 88:4/40.1 lb/.kg.' - .....................................................................::.. I................................ ...................:......... ...........'................ .... .. .. - . . Cooling:......... ...................:. ......_..:............:Natural Convection:......-...............-.. ..............Fans(user replaceable).............. .:......... Noise........:. <25 The best choice for SolarEd a enabled systems ........ ........ ....... ............._..........................:................. ....... ......... . g y Min.Max.Operating Temperature 13 to+140/-25 to+60(CAN version***'-40 to+60) F/•C Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Range•••.,.,,, •••••, •.. ..._ ..•... Superior efficiency(98%) ;F ling..:......:. . . ........ ...... ..... .... ... ..... .... ......... Protection Ra - NEMA 3R . - , I"' ;: For other regional settings please contact 5olarEdge support. or to low - Small,lightweight and easy to install on provided bracket -'Limited to125%for locations wher theyearlyaveragehghtemperatureisabove77•F/25'Candto,135%f locations nF/zsc. • For detailed information,refer to httD//wwxr solaredee us/files/odh/inverter do oven xine eulde.0df .. Built-in module-level monitoring •"•A higher current source maybe used;the Inverter will limit its input current to the values stated. ••CAN P/Ns am eligible for the Ontario FIT and mlcroFIT lmicmFR exc.5E11400A-US-CAN) — Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion'only . . t � .. Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 n SKI IJL1rJ , USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS=ISRAEL WWW,SOIaredge.uS tyf�' aayL _ - '4tzs�boo oauiCn Q%odw-mom oa - . MECHANICAL SPECIFICATION i Format 65.7 in x 39.4 in x 1.57 in(including frame) - - (1670 mm x 1000 mm x 40 m_m). Weigh 44.09 lb(20.0 kPJ_ - - From Corer 0.13 in(3.2 mm)thermally pre-stressed glass - _ - { with anti-reflection technology Rack Corer Composite film _ S Fame _Black anodized ZEP compatible frame x 19 `Cell 6 x 10 polycrystalline solar cells ; ,function box Protection class IP67,with bypass diodes - ,.- Cable 4 mm2 Solar cable;(+)z47.24 m(1200 min),O z;47.24 m(1200 min) .I CmmeCtUF » Amphenol Helms H4(IP68) ,. ..... r -I©..Id.- ELECTRICAL CHARACTERISTICS • • ,I `� • PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 WAn2,25-C,AM L.5G SPECTRUM)' POWER CLASS(+5W/-0W) [W] 255 260 - 265 . - Nominal Power P IW) 255 260 265 ' • ` f o ' ' SboA CirwN Current is. [A] 9 07 :9.15 .__....r.ter...,. -[ Open Ciremt vonage V. [VI T 37.54 _ 37.11 38.01 1 Cmrew at P-: I„2, [A) - 8.45 - 8.53 8.62 - VoDage at P_ ..,-Vm' IV] .'--�•.. 30.18 u 30.46 .30.75 The new Q.PRO-G4/SC is the reliable evergreen for all applications,•with �� _ Efkiennmo®�P� It 1%) z15.3 z15.6 z15.9 a black Zep CompatibleTM frame design for improved aesthetics, opti- - -t - , PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT 800 WAllr,45 x3.C.AM.1.SG SPECTRUMY .`". ..4 � •; �.,.�" '.:." - ' th .1 POWER CLASS(+SW/-0OW) � [W] �T 255 � 260 265 mized material usage and increased safety.The 4 solar module genera- _. _ _ - - nominal Purer P [W] 188.3 195.7 tion from Q CELLS has been optimised across the board: improved output if - . .f Smart Ciradt Qlrten[ Ise �,.. [A] � 7.31 _7.38 7.44 yield, higher operating reliability and durability, quicker installation and hl t DpeapRnavwfage' Y°c Iv) "3a.95 35.16 ' sesa' IV] _ . more intelligent design. { ! Currents at P_ I„W [A] 6.61 6.68 6.75 Voltage at Pam.._.-. V.n - [VI 28.48 �~ 28.75 �-- 29.01 au Menurementtolemnces NOCT:x5%(P„�);:10Y(I V�,I,�V_) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY � �'MesrementtolerancesSTC:±3%(P,��m10%(I,,V_,I,_,V_) CELLS PERFORMANCE WARRANTY' PERFORMANCE AT LOW IRRADIANCE - F •Maximum yields with excellent low-light •Reduction of light reflection by 50%, At lent 97%of nominal power during x,• F. and temperature behaviour. plus long-term corrosion resistance due sW. first year.Thereafter ones.0.6%degra me - e dation per year. _ ? . m,..�a..nw •Certified.fullyresistant to level 5 salt fog to high-quality ;�� At lent 92%of nominal power p c.us __� •Sol-Gel roller coatingprocessing. "3 At tents. p g At least 83%of nominal power after � - ENDURING HIGH PERFORMANCE 25y ars s •tong-term Yield Security due to Anti EXTENDED WARRANTIES AN data within measurement tolerances. • =r_ . ...-. Full warranties in accordance with the '1tlD 30I we 'p0 900 k00 10o 8s 808 me, PID Technology', Hot-Spot Protect; •Investment Security due,to 12-year S warranty terms of the 0CELLS sales INAplANCE Owm'1 - „ organisation of your respective country. - -and Traceable Quality Tra.QT-. product warranty and 25-year linear - r r° Is = The typical change in module efficiency at an irradiance of 200 VJ/m'in relation Long-term stability due to VDE Quality performance warranty2 o m2(both at 25'C and AM 1.5 G spectrum)is-2%(relative). t l000wf Tested-the strictest test program,.. ., TEMPERATURE COEFFICIENTS(AL1000W/M',:25°C,AM 1.5G SPECTRUM)„I_,"a„ CA CELLS _ .: -. Temperature Coeffieiert of la a [%/R1 +0.04. .Tempera[ore Coeffrcierd of Vr 6 [%/Iq.. 0.30 SAFE ELECTRONICS TOP-BRAND w �e■reranve Co�ieierd of Pa y [%/R1 -0.41 NOCT VFI 113 f 5.4(45 x 3°C), •Protection against short circuits and PROPERTIES" !' DESIGN . Maxim® VoltageV - - IV] UL) Safety - ' thermally inducedpower losses due to �Z®�S �Maximum � -,.- -.. •.-•� breathable junction box and welded Rating �[ADcl o(20 Fire^Ramp c/TYPE i e 1000(IEC)/100 Cables. r«r w- ax Load(ULP [Ibs/R2] 50 O Pa) on eootimmuss dutir p 4_(-40 Cuuptto++85°C) M (240' eraboe p C ifxTiAtnn Load Rating(ULY - - _ [Ihs/N2] ^ 50(2400 Pa) 'see installation manual � - . Quality TestINFORMATION , .. Qu ed QCELLS k.•. QUALIFICATIONS , , •T-- sera!lr rymo s _ ! ! ! n ' - 1 module 2013 - ( UL 1763;VDE Quality Tested;CEcomplianp N®ber of Modules per Pallet 26 _ { IEC 61215(Ed.2);IEC 61730(Ed.1)application class A THE IDEAL SOLUTION FOR: ID.40032587 L _ Number of Pallets per 53 Container 9 pMPAP . tic` �, Number of Pallets per 40'Container -. __ .._ �- - 26 Rooftop arrays h® residential buildings - - GOMPq}70". ) UVE C E c�!-•Os % w, Pallet Dimensions(L x W x H) n 68.7 in x 45.0 in x 46.0 in - - _ ! _ N4 § ♦♦♦ -,.,, AeO• . . (1745 x 1145 x 1170 mm)Pallet Weight 1254 lb(569 kg) jvNOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use ofAPT test conditions:Cells at-1000V against grounded,with conductive metal foil covered module surface, C '( this product.Warranty void if non-ZEP-dified hardware is attached to groove in module frame. ,g - 25-C,168h - - - 2 See data sheet on rear for further information. - 300Han Sp Otrum USA Corp. - 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEl+I 949 748 59 96 1 EMAIL gcells-usaaTgcells.com I WEB www.gcells.us - Engineered in Germany Q CELLS Engineered in Germany Q CELL