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Home My WebLink About0181 SANDALWOOD DRIVE /�i a002� �� It I M ssessors map and lot number .... ��......� ..�� C G_ r` Sewage--Permit number .......................'-� 1 .......................... TOWN. OF BARNSTABLE y�F THE IIA"STOIILE, 39. IL BRLDING INSPECTOR E ' v APPLICATION FOR PERMIT TO ..li!!.( : ..:............................................................................................. .TYPE OF CONSTRUCTION ;.� .L�11.0 61...... "P!:*a4.w! .f.....c(.�crdL'rc,: -'1.1.........................19.10 TO THE INSPECTOR OF,BUILDINGS: The undersigned hereby, applies for a,cp�ermit according to the following information: J _S Location .....�1.. ...".. ?`.. ......:.../f !�G/.C...Q.Yu�./....11.!I�� '.. .....1.Cr�tC��.lwO �...: Gl.........4!1......... �7141R:.S ProposedUse ..:......?....!..:... . ... . . .......... ......................................................................................................................... Zoning District ...........1�....................................... .............Fire District .................... ..l..................................... • �a Name of Owner-T�Jley. n;- ?a`ltrotie...:.1`f:SSQC.. �..Address .......J...�l�........:...�1..:�:3........S..f?.v� e�ui��.�'...... I ........ Name of Builder ...... e<I- E'N............:.........................Address .............................. 4'....................................... . Name of Architect ....... ..............................:...Address ................................554e..rr/f ...................................... Number of Rooms ..................... :,..................:...................Foundation ....ld..........lj6v.e^l� ............. Exlerior .,...$.e.1P.wAAfd...Roofing ..... ....�......./�........4.?t?.Ardl......................... / Floorsa�... ........ ...:..�../..P.'. !� ..................Interior ...��o?..`......... .:. .:.............................. FieatingT_7:1. ........... ....C�..�../......,................................Plumbing ... .... ... 4�lJ�r .......................................... Fireplace l."e.� �1........ rf............................Approximate Cost ..........a , . Y . ......... ij Definitive Plan Approved by Planning Board -------------------_-----------1.9________. Area -C....,r.... ....:�.,.....�. Diagram of Lot and Building with Dimensions Fee � '..' �.. ........ .. . n .,..�...-......... SUBJECT TO APPROVAL OF BOARD OF HEALTH _ _ �a Ole D. r I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. No ..� ............ Tellegen-Ferrone Assoc. , Inc. A;-10-34 /b -;3'z ✓ 19326 permit for ....two story No ........... ` sin le family dwelling ............................................................................. l?� l Sandalwood Location ................................................................ cotuit ............................................................................... Owner Tellegen-Ferrone Assoc. , Inc.' ............................................. Type of Construction frame r ................................................................................ #6 °� r Plot ............................ Lot ................................ Permit Granted ..........Ju?..e...23...........19 77 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 ...................................................... .. �.�... ................... .. .........................�.�it, ... ....... i Approved ................................................ 19 i Gl 00 L ll �. Lo �00 e. h�oP r - o° 30 00 c7 \ bo , E q �� 2,�. Fc3Tc 7G Z- L_EGEN - /7-0 l.A.,',V OF Ae r'F Y 7-!-!A T `-AIF F"G oA—AZ)A 7-IOA1 15 l5 SIDE Tz � /-0CAT& 0 A!5 5,4-/0tc AJ 0 4,0rOF f C _Dk: i-.? A N Z> �'LLaiU �� 7u U - =-O,C.- /,/0V. 2 WH.r---/J 746 1`G I—An.J YVA A-7A.I..3i--- . [3 /!v G 0 7" . . " A'5 �Nth t,�" >'�v L AJ 42 �t GEORGE. mot. R. J S� /UO T 15'/ �✓,G1 s Z,OcIstE� �p� 7T�� Ck SURVE F-',L-/ IIV .Z 4A 4 . �,r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map AP Parcel Aft Permit# Heall-t Division,40 /�Y 5 Date Issued —(J �f Conservation Division � � f 7 0-2!_ Application Fee g Tax Collector (�() — (� �-- — �� Permit Fee t l Treasurer Planning Dept. ` Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis , t , Project Street Address tSA� �ah CC� �� Dr , �- Village 1�� ` -. '_ r' Owner 11 cP -!!�Q a w ra 5 S, Address S'�n (L"i c;Ds CA'A Telephone Permit Request 1411A !q Z��-,Ae, ecyo( a-,& A744) "D. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District C Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size '2.,c>ovo } Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family a/ Two Family ❑ Multi-Family(#units) Age of Existing Structure 2'b Historic House: El Yes ZA On Old King's Highway: El Yes O1Go Basement Type: LA/Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing /' new 0 Half:existing new U Number of Bedrooms: existing 3 new 0 Total Room Count(not including baths): existing � new First Floor Room Count Heat Type and Fuel: ❑Gas 'Oil ❑Electric ❑Other 1 � � Central Air: ❑Yes No Fireplaces: Existing / New V Existing wood/coal stove: ❑Yes IVo Detached garage:❑existing ❑new size Pool: ❑existing ❑new size 445 Barn:Cl existing ❑new size Attached garage:❑existing ❑new size Shed:O`existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# .Current Use _ Proposed Use BUILDER INFORMATION Name S , �I�j Telephone Number �® Address A9 License# _( �rq dw , Home Improvement Contractor# / l 7 Worker's Compensation# ALL CONSTRUCTION D BRIS RESULTING ROM THIS PROJECT WILL BE TAKEN TO t ��► �� SIGNATURE DATE / ' --- FOR OFFICIAL USE ONLY AN- PERMIT NO. DATE ISSUED " %< MAP/PARCEL NO. ADDRESS- - VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION FRAME 0K —iq-o3 INSULATION OK G-OP-- FIREPLACE ' ELECTRICAL: ROUGH FINAL y r , PLUMBING: ROUGH FINAL y I GAS: ROUGH FINAL FINAL BUILDING ( r t DATE CLOSED OUT 'ASSOCIATION PLAN NO. V RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 `�.0 Alterations/Renovations $25.00 Building Permit Amendment M00 FEE VALUE WORKSHEET NEW LIVING SPACE U U square feet x$96/sq.foot= J� `1 u x.4031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x S64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq. >120 sf-500 sf S 35.00 l >500 sf-750 sf 50.00 - >750 sf- 1000 sf 75.00 >1000 sf-1500 sf .100.00 >1500 sf-Same as new building permit: square feet x S96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x S30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool . .$60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee - projcost Ilk Yam' i u fal eAfMIP6 NNX sttl htGL J . _..1 Ib O, --- -- 'PR.6PEt;: . -�Q 19 UiuFA-csD Vim' \ I I I j t _j rE i z r: ING i Y II /1 ,PP x _ Sr . x8 CEL EC I I I I- --+ i -+--i -F_;- - - v' -- f�L$--� - -- ��- _ _ Dl� _ 16Z•1'3 K >'fPI��DW _ I : �RNE-luNG! - e /4T� N iC:k�L1�VZ� - !- /- vu� n . I Wei rtEenZr - I 1 1 I I �- I I 1 I I _ N��JJT Oi W:cKiE I _,� xio �c r to R I I l I 1� 1 rr�A - • � 4 �i. P i is ^� I _� 1 �� •, a I i -~.TT ..�.t—i .�V$1.G��?,��_�rV rftA�_ '.a�I� �3• �Qu.B.EA�� I I -I_ I . I'_•rVY _ I - - -- --t- F -- --I- �UDl1'[o IJ t - ------ —--'- - i�kSPHRLT tuezpRT[a� iil� j' c6A tl tJ_GI i_ -' --� � ' -i--6;-= I--✓-�--'r -t-+--i------a--'--'- �. ' i---r-t -�- �- ; - ' r:e_. lRl'.y � � T 13 4: HALFkC,E 1 - - - - - - -- -- -�-j�-,-r- 1 - SV_V --- i -- E -- FRo—POI -- - - 1---7 : :� tgl�NDA-t-WoBD I Ca1`i)iT M%4 Fri ASPNAZ'( : -cc w- E.CG7E--. nN.P, R�DGLc U�► � _t+Ivo- t � l �!L F! �Rt��3IS� TQoX6. 6'n. kP.R I{ i _;._ e 9 X68-_ -c�llDrt � pro-_coo vJRi�-_uJ��ri�Ttol�l V R-ra IT WAUS. ft#JD COUNG sHZ+Tf-E-n- j/Exp two M, c ---m G r - n1.Qc�NiD I I .._. T .'.I. -r - - r ; I : -lJC.S'fT. ,- UN_L_..PoQ-`- I-_ f-- I - I I I L LICE'b�( - 1 T II I I i 1 II i f II I i i I � I - I i r to�_H�/f�FTEr�.G°J rt� (�J•f:. i i P � T Tt1 T i h i —��i�' --- f ezk 'll�' Mc�Uh►l lT�kt _.�e�h —_ - - {{ AL I- - .. �__. .- . L -.. 77 VEL P[�kiJS A_W itON _-ro.. r�or» - i. PVC.--RA --EtCMC- - t wN>a�w� aQK b Q'S olT - OX cA 0 : The Town of Barnstable. sARNSTAeLE. Department of Health Safety and Environmental Services - MASS1639 . a ptFOMP Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: \GV\ Uc)S S Map/Parcel: b �[ Project Address: 1 ( �Ca n b�v�� 1,�/^ Builder: LC l,N.,4 S4c p L C�o v� The following items were noted on reviewing: ' 2. �t ff ' 1 u ry ll 7 I Q.YY1 eve "0 e s 9 e y 'A U c aArLO V Reviewed by:`` x ---2-)t�4 n JI 2,4.O &V Date: � 2 9—U2 0:buildine:forms:review The Commonwealth of Massachusetts - Department of Industrial Accidents �N = Office oflosestigatioos _ t 600 Washington Street Boston,Mass. 02111 m en Workers' Cosation Insurance Affidavit k rs'' qo name location i 1" P N-)Ca q city �P� /"�� ' �� 1 Q I phone#�i {�-7 :7 ❑ a homeowner performing all work myself. I am a sole iDrcrpnetor and have no one worlds m' ca achy %%%%% %%/G%I%%%%%%%%/ em 1 er rovidin workers' compensation I am an P o3' P ..g all ;name:•::':<::<::<;:;;:;;>::<:•<�:>.>::>.:>:: .. .... ........ .. :com .::..........:::. %:;`%' "� p h •:.:.:;:;::<.;:.:;.:<.;;•.:«:;;•;«:i:;.;2:;::.;::i::::.::;.>;:;::s:2:::::::i;::......:i::.>:.i:Cid::i::':;:?:;:i;c:::; :::::.::::.:;..;:i:Y<`:5:;;;:•::. :. ..... Olt'V surance:ca ;>«>:::.;:,:«;:<;:<:;:;::•;::;.;;:: :..,.:::...:..::.:...:....: ::.. ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have n workers' co ensation olices; fo owl ::.:::::.:.:::..::::::::.:::::::.::::.:::::::.::::.::.:.:..::::.::.:::.::::::.::::.::::::::..::.++•�.::.+•.v,.w.:•::<.::::::::. the mP.. .............p.............:::::.::..:........X. .............::.:::.........:...:.....:.::::::::::.::::::::,.::::::::.:�:;::;:;:.:.:;::::.;'>::;.:.;:;.:::.;::.;>;:.;:.;;::<:»:;::;�::::::::::;<.::<.:'.;::.:;:�:. } .................. .................................. �.. 'bII :#S fL7IIT8ni Faibae to secure coverage as required under Section ISA of MGL 152 can lead to the imposition of criminal penalties of a Sue np to si sm.0o andtor one years,imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement ma be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certify the p ' �nalti of ury that the information provided above is tru,-and correct Si Date L l ' 2-6 ��-- gnature I � Print name �- ` V 1 �`�� / " Phone# _�50( official use only do not write in this area to be completed by city or town omcial city or town: permit/license# ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selechnen's Office []Health Department contact person: phone#; _ ❑Other (opmMsed 9195 PJl) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking insurance our siftL as ally yaffidavits may be supplying company names, address and phone numbers along with a certificate f for confirmation of insurance coverage. Also be sure to sign and submitted to the Department of Industrial Accidents 4:. date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the "law"or if you are required to obtain a workers' compensation policy,please can the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions- please do not hesitate to give us a call. The Department's address,telephone and fax number: The,Commonwealth Of Massachusetts Department of Industrial Accidents Me of lnvesdgadons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 �y �Bg4t+rd of BUR ng Regulati"s a+ud Standards �ip,ME IM!PRO,V,EMENT C.ONT.RAAt' OR ' R`eegr 9569 , 4 Ezpi�afiL�an ��/�812003 Y � cf vidual r t U'MEN F STPPL�� _ � ilR3E�'N+ SY�, ° ��ef . .'. 3'`1'PHIL'Gr�IM�AN'(E. BOAR ILUI F BU cenb NG��/ au�uiael tik- CO REGULATIONS r� �„ RUCTION SUPERVISOR s Number j 059t82 • � tii : _date��6L03/�9�5 Exi�res 0 04 Tr.no: 25952 - Restricted ep LAUREN F S. .....16'`PAPNOIIAETT MASHPEE, MA 0264 �' ! Administrator. �i F ZME r Town of Barnstable Regulatory Services BARNSTABLE, ' Thomas F.Geiler,Director MAss 1639. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601, Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date I Z� ©Z--_.• AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. � l u Estimated Cost �� Type of Work: Pr V) ^J Address of Work: Owner's Name: ! ✓2 V G C �—o Q ^ u 4,3 Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav REGISTERED LAND FILE NUMBER: 53267 DEED BOOK: 8 PAGE: 1 ATTORNEY: MYNN d WYNN. P.C. PLAN/DEED BOOK•.284 PAGE: 42 LOT(St 6 LENDER: MORTGAGE CORP OF THE EAST RI PLAN NUMBER: OF OWNER: CREATIVE HOME MORTGAGE. INC. APPLICANT- BRUCE A. & GWENDOLYN MANROSS REGISTERED LAND ' DATE: 04/30/92 SCALE- 1•-40' REGISTRATION BOOK: PAGE: CERTIFICATE OF TITLE: FLOOD HAZARD INFORMATION PLAN NUMBER: LOTISI FLOOD MAP COMMUNITY NO.: 250001 ZONE: C ASSESSORS MAP PANEL- 0021 C DATED- d/19/S5 MAP: BLOCK:—PARCEL- MORTGAGE INSPECTION PLAN IN BARNSTABLE USA ANLY N/F Jonas TOWN LINE TOWN_ OF MASHPEE TOWN OF BARNSTABLE- 125.00' Lot 6 20,000 S.F. .� Bu^l'-'1 d / 1 0 2 tory 0 o House tp �� o Lot 5 N0. 1 1 0 2 Lot 7 68'+ i i 125.001 1(3---DENOIES CONCREIE BOUND WIIH DRILL JEA N D A L W 0 0 D D R I V E THIS IS THE RESULT OF TAPE MEASUREMENT. NOT THE RESULT OF AN INSTRUMENT SURVEY AND IS CERTIFIED TO THE TITLE INSURANCE COMPANY AND ABOVE LISTED ATTORNEY AND LENDER. THERE ARE'NO DEEDED EASEMENTS OR ENCROACHMENTS WITH RESPECT TO BU i P i NGS S i TUA T ED ON THIS LOT .EXCEPT AS DES i_AURIERS b ASSOCIATES. INC. SHOWN. 130 WEST ' STREET THE-LOCATUON OF THE DWELLING SHOWN DOES NOT FALL WITHIN WALPOLE . MA 02081 T A SPECIAL FLOOD HAZARD ZONE. (8� S 4~f (508) 668-5010 ITHE LOCATION OF THE DWELLING AS SHOWN HEREON EITHER WAS F ROBERT I1N COMPLIANCE WITH THE LOCAL ZONING_BY-LAWS IN EFFECT 0t9xNR ETTE ! WHEN CONSTRUCTED (WITH RESPECT TO STRUCTURAL SETBACK No. 31300 � REOUIRENENTS ONLY). OR IS EXEMPT FROM VIOLATION EN- FORCEMENT ACTION UNDER MASS. G.L. TITLE VII . CHAPTER 40A. SECTION 1. GENERAL NOTES: IU The declaration made above are on the basis of my kn Vle ge. information. and belief as the melt of a sortyago plot plan tape survey inspection wade to the normal standard of care of registered lad surveyors practicing in Massachusetts. 12) Declarations are made 'to the above named client only as of this date. (3) This plan Vas not made for record- ing purposes. for use in prepparing deed 4scriptioat or for cosstrnctions. (4) Verifications of property line.�mensioas. bsilding offsets. fences. or bi conli ratiion as be accomRh!ted only by an oeRprat instr�tm�nt surrey . 6-` Tj b;, IS-1 It (easdsu+d) FA-6 p z.ca cripi}i a Pste�c�s+f°r disc h3,i,xiIylTim R,a11 floor Ssa®ast s1s� �� . GLusn-g �'n� '9Va11 Ar=l("/.) 17-raluc R-Ynlur' R•vsiu°� Fs` D ST01 !a 654fl Heetia�D e�rvr D'r)'� ! 17 19 l0 1Z.. 3E 19 IO i 95 AFM 19 10 w� lS.�FtIE v .Ssy. a.4a I] 25 , ]E w�► M AFirlr y IS•/. 0.4.E IT 14` I0 Notices[ 30 TIIA 1iiA Nacs�t ' 13 WA 90 0,42 3E 13 lg 10 40AFVE Z Ip jy IO ,kA 1 EY, OJO 30 1, ADDRESS OF PROrERZY: L FOR WALLS: 2. SQVAPE FOOTAGE OF AL FOOTAGE OF ALL GANG: 3. SQUARE 4, % GLAZING AREA C#3,DIVIDID lY#2): ® _ ,�. ELECT PAGE'(Q— sew chart above): 1.., ME"LIi, OTE OTHBR.M OD S OF D G E�GY;'REQCRRE�TS . N : ORE INVOLVE ' A-RE AVAILABLE..A5KVS FOR THIS WORMATION, . BUILDING•LN'SPECTGR APPROVAL: YF,S: xo: q-forms•�54303a , I Faatnote's to Table'J5.Z.1b:' "' �`" ! Glazing.area Is the ratio of the area of the glazing assemblies CincIudmg slid apanue i. glass doors, skylights, and basement windows if located In walls that enclose conditioned space, but �X.cld�ldoors) uaiue requirement. area, expressed as a percentage, Up-to 1°/a of the total gla4ng Arta It ay area. For example;3 ft= of decorative glass rizay be excluded from a building design with.30Q of glazing : After January I, 1999,.glaiircg U-Yalues'Must be tested dad documented by the manufacturer in accordance with the National' Fenestration Rating.C9uncil (NFRC) test procedure, or taken:from.Table 11.5.3a U-values arc for whole uniu:'center-of-giass•U-valucs cannot be tried. a The calling R-Yalues do riot assume a raised or oversized.truss coD.Structl°n. m0 Joni b�5uhscituitcde f�r A-38 insulation thickness, over the exterior,walls without compression; R 30 trlsttlarcan m y of czvirY insulation and A-38 insulation may be substituted far dW�49 iasttlatiosr.� �She�ng test be plat d between insulation plus insulating sheathing (if.used)..F°r.ventilated ceilings,. the conditioned space and•t�e ventilated portion of the roof. use Do not include Wall R-values represent the sum of the wall eaviiy-km lwiaa plus ins'ulatatg..sheathiag (� ld be met exterior siding,structural sheathing, and interi°r'drywall.For exhmple:, as R-19 requireWall rcquirarnents apply o by R.1 g cavil}+ insulation•oR R-13'cavity insulation plus R-6 insulating sheathizg- wood=frame or mass(concrete*masonry, log)wall.eonstruct36ns,but do not apply to metal=fraaj construction. s The floor•'requirernents apply to floors'ovcr unconditioned spaces (such a5 tmconditi�ed'Cr3wLspaces,basements, or garages). ploors over outside air must meet the ceiling requsrtmtats- ' 6 The entire opaque portion of any individual basement wall with an average depth less`thaa RIK below grade must rrtc_: the same R-value requirement.as above-grade walls. WImclaw•s and sliding glass •doors of conditioned bc.,ements -must'be.Included Frith the other glazing. Basement doors must meet the;door V-value requirement. d-scribed in Note b. Add an additional R?fgrheated slabs. ou plan to install more • 'The R-value requirements are for unheated slabs, �' •4, or 5. If y p if the building utilizes electric resistance heating use compliance approach 3; ea 'the equipment with the lowest' than one piece-Of heating equipment or.more'ihan one piece of reeling eguipa► t, efficiency must mart or exceed the efF iency required by the seitcted Package- !For'Rewing•Degree Day requiremdrtts of the closest city ortown see Table J5.11a KOTES: a) Glaring areas and U-values are maximum.acceptable.levels.Insulation R vallu a minimum acceptable levels. R-value requirements are for•insulation only,and do not include itructzsal eamnp 035.Dear U-values must be tested b) Opaque doors in the.building envelope must have a U-value no.grcatcr and documented:by the manufacturer in.a;egrdmce with the NFRC test prou:edure or taken from the door 11-Value. e the in Table J1.5.3b. If a door contains glass and an aggrogate`L7-value value t for o that compliance of th door is not available, e door.' zee door U glass area of the door with your windows and use the opaq one door may be excluded from this s dg�,ar da i spy W�ccm�pa�nent includes two or more areas with c) if a ceiling,wall, floor,basement , different insulation lcvcls, the component complies if the area-weighted ave itge R-value is greater than or equal to - alue requirement for that camponent Glazing or door components�omply.if ae=A-weight U- the R v q uireunent(0,35 far ) Val of all windows or doors is less than or equal to the U-value rt;q , 43 I °F�HE Teti The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services v Hnss. w 1639• �0 DM aBuilding Division 367 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner ktr"L &��a -V S Map/Parcel: U l c) — 6 3+ j I �� C,U, ,�, , �}r i�yeV� �C�p 12 �v� Pro ect Address: Builder: The following items were noted on reviewing: R f JE 2 rw Ce.e �i � 3� (2 ) LOO MLA Zc SpyG )y� —L�� r Reviewed by: Date: q:buildinglorms:review i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Ola Parcel Application # Health Division Date Issued ok 5 Conservation Division Application Fee�w Planning Dept. Permit Fee -7• I0 Date Definitive Plans Approved by Planning Board Historic - OKH ArO _ Preservation / Hyannis ►V� ;1 Project Street Address r• t v-c Village cc�l _tt_ Ownern.�c c Gwcnc�p\Uv� ' .moss Address �� 1 Sw+,dwlw r tre. Telephone ��`�. , 1��, 5L`$y Cuff NIA (sib 3 S Permit Request CAS Cam o� i S C W i a. c� z } 4..b\ S -� bL. Square feet: 1 st floor: existing proposed — 2nd floor: existing proposed Total new — Zoning District RF Flood Plain Groundwater Overlay Project Valuation`�'ka1; oo Construction Type Lot Size Grandfathered: ❑Yes XNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 3%vU - 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 jkFA Central Air: ❑Yes ❑ No Existin Fireplaces: g p g New Existing wood coal stove: 0:`(es ❑ No Detached garage: ❑ existing ❑ new sizePool: ❑ existing ❑ new size Barn:€a existing 0 news size Attached garage: ❑ existing ❑ new siz 4 i g g g �hed: ❑ existing ❑ new size' Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes V-No If yes, site plan review# Current Use Proposed Use /V d CJ c. APPLICANT INFORMATION (BUILDE R HOMEOWNER) Name Telephone Number ��'b�. 1.V 6 LS-372 Address License # �ld� [J3 to Home Improvement Contractor# / ?��;;7- Email m-' n 4n Worker's Compensation # Imp 13 02D ALL CON 4RUCTION DEBRIS RESU ci% FROM THIS PROJECT W LL BE TAKEN TOl� SIGNATURE DATED , FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. e, '• ADDRESS VILLAGE OWNER r DATE OF INSPECTION: t FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 50lafCly Solarlease AMENDMENT Customer Name and Address Installation Location Date Bruce Manross 181 Sandalwood Dr Gwendolyn Manross COTUIT,MA 02635 181 Sandalwood Dr COTUIT,MA 02635 1. The Solarlease Agreement between.SolarCity and You,(the"Agreement")including the Summary and Exhibits to that Agreement,are hereby amended as follows: a. The rate you pay us will remain fixed for the term of the Agreement. b. We estimate that your System's first year production will be 8,518 kWh. c. Section 3 of the Agreement,"System Description"is replaced in its entirety with the following: Lease and installation of a 8.580 kW DC photovoltaic system consisting of PV modules,corresponding inverter(s) and'a mounting system designed for installation and operation at your Home. d. Section 4 of the Agreement,"Lease Payments;Amounts"is replaced in its entirety with the following: i r 3055 Clearview.Way,San Mateo,.CA 94402 888.765.2489 I s®(arcity,com Solarlease Amendment,version 2.1.0,June 25,2015 L Contractor License MA HIC 168572/EL-1136MR a •� Document generated on 9/17/2015 1125039 - ti A. Amounts Due at Lease Signing,Installation and Building B. Monthly Payments: f Inspection: I Your first monthly payment is$111.19, Payments Due at Signing: followed by 11 monthly payments of$111.19 each; fAmount Due at Lease Signing: $0.00 { followed by 12 monthly payments of$111.19 each, ` Delivery/Installation Fee: $0.00 followed by 12 monthly payments of$111.19 each, i Total Due at Lease Signing: 0.00 followed b 12 month) payments of 111.19 each I $ 1 Y monthly Y $ � f I followed by 12 monthly payments of$111.19 each, } I, Payments Due at Installation: moo I followed by 12 monthly payments of$111.19 each, followed by 12 monthly payments of$111.19 each, Payments Due after Building Inspection: $0.00 followed by 12 monthly payments of$111.19 each, i followed by 12 monthly payments of$111.19 each, g followed by 12 monthly payments of$111.19 each, I ! followed by 12 monthly payments of$111.19 each, followed by 12 monthly payments of$111.19 each, I followed b 12 monthly payments of 111.19 each i I I Y YP Y $ � l followed by 12 monthly payments of$111.19 each, j followed by 12 monthly payments of$111.19 each, followed by 12 monthly payments of$111.19 each, j { followed by 12 monthly payments of$111.19 each, I 1. followed by 12 monthly payments of$111.19 each, i l followed by 12 monthly payments of$111.19 each, i i followed by 12 monthly payments of$111.19 each. 1 j Your total lease payments,excluding tax,are$26,68S.60. i y i, Your estimated average monthlytax payments are$0.00. PY I � l I 'Your first Monthly Payment is due on the first day of the first { full calendar month following the Interconnection Date. After your first Monthly Payment,future Monthly Payments (and any applicable taxes)are due on the first day of the calendar month. ,! SolarLease Amendment,version 2.1.0,June 25,2015 1125039 C. Other Charges: } D. Total of Payments(A+B+C):$26,685.60 I This is the total amount you will have paid by the end of this If you make your Monthly Payments by allowing us to Lease.It includes the Monthly Payments stated above and automatically debit your checking or savings account,then estimated taxes of$0.00. I you will receive a discount of$7.50 on your Monthly Payments.The Monthly Payments listed above reflect this { I discount. If you do not allow the automatic debit,this ! discount will not be applied to your Monthly Payments and each Monthly Payment will be$7.50 greater. E. Purchase Option At End of pease Tenn: i F..Other Important Terms: j You do not have an option to purchase the System at the end { See Section 2 above for additional information on the Lease of the Lease Term. I Term and also see below,for additional information on. ( termination,purchase options,renewal options, r I maintenance responsibilities,warranties,late and default t charges and prohibition on assignment without SolarCity's consent. Payments due upon installation are due immediately prior to commencement of installation. e. The last sentence of Section 5 is replaced in its entirety with the following: The total estimated amount you will pay for taxes over the Lease Term is$0.00: ! solarLease Amendment,version 2.1.0,June 25,2015 M 1125039_ . ' 1 f. The last sentence of Section 5(h)is replaced in its entirety with the following:, You agree that the System is not a fixture,but SolarCity has the right to file any UCC-1 financing statement or fixture filing that confirms its interest in the System. g. .Section 5 of the Agreement,"Lease Obligations"is amended to include the following: (k) You authorize SolarCity,or its designee,to obtain your credit report now and in the future,check your credit and employment history,answer questions others may ask regarding your credit and share your credit information with SolarCity's financing partners.You certify that all information you provide to us in connection with checking your credit will be true and understand that this information must be updated upon request if your financial condition changes h. Section 12(a)of the Agreement is hereby replaced in its,entirety with the following: (i) Transfer this Lease and the Monthly Payments. The person buying your Home(the"Home Buyer")can sign a transfer agreement assuming all of your rights and obligations under this Agreement by qualifying in one of three ways: 1) The Home Buyer has a FICO score of 650 or greater; 2) The Home Buyer is paying cash for your Home;or 3) If the Home Buyer does not qualify under(1)or(2),the Home Buyer qualifies for a mortgage to purchase your Home and either you or the Home Buyer pays us a$2S0 credit exception fee. (ii) Move the System to Your.New Home. If you are moving to a new home.in the same utility district,then where permitted by the local utility,the System can be moved to your new home pursuant to the Limited Warranty.You will need to pay all costs associated with relocating the System,execute and provide the same access and ownership rights as provided for in this Lease and provide any third party consents or releases required by SolarCity in connection with the substitute premises. (iii) Prepay this Lease and Transfer only the Use of the.System. At any time during the Lease Term,if the person buying your home does not meet SolarCity's credit requirements,but still wants the System,then you can(A)prepay the payments remaining on the Lease i (See Section 16(i)(i)and(0)),(B)add the cost of the Lease to the price of your home;and(C)have the person buying your Home sign a transfer agreement to assume your rights and non-Monthly Payment obligations under this Lease.The System stays at your Home,the person buying your Home does not make any Monthly Payments and has only to comply with the non-Monthly Payment portions of this Lease. i. Section 12(b)is replaced in its entirety with the following: You agree to give SolarCity at least fifteen(15)days but not more than three(3)months'prior written notice if you want someone to assume your Lease obligations.In connection with this assumption,you,your approved buyer and SolarCity shall execute a written transfer of this Lease.Unless we have released you from your obligations in,writing,.you are still responsible for performing under this Lease.if your buyer defaults on this Lease and we have not yet signed the transfer agreement,,you will be responsible for their default. We will release you from your.obligations under this Lease in writing once we have a signed transfer agreement with the person buying your Home(provided such person has been approved as a transferee by SolarCity in writing). SolarLease Amendment,version 2.1.0,June 25,2015 1125039 2. Exhibit 2 of the.Agreement,the Limited Warranty,.is hereby amended as follows:. a. The Table of Guaranteed Annual kWh in Section 2(b)(i)is replaced in its entirety with the following: Year Guaranteed kWh Total kWh Guaranteed PrInolkwh 2 16,144 16,144 0.15743 4 15,983 32,127 0.15902 6 15,823 47,950 0.16062 8 15,665 63,615 0.16224 ' s 10 15,509 79,125 0.16387 12 .15,355 94,479 0.16552 14 15,201 109,680 0.16719 16 15,050 124,730 0.16887 18 14,900 139,630 0.11059 20 14,751 154,381 0.17229 b. The second and third sentences of Section 2(b)(i)A are replaced in their entirety with the following: Your cumulative Actual kWh is dependent on a shading percentage of 8.91%on your Home. If this shading percentage increases,your Guaranteed Actual kWh will be reduced proportionately. { 1 SolarLease Amendment,version 2.1.0,June 25,2015 1125039 } oa I have read this Amendment in its entirety and I acknowledge that I have received a complete copy of this Amendment.This amendment supersedes any prior amendments that are inconsistent with the subject.matter contained herein. The pricing in this Lease Amendment is valid for 30 days after 9/17/2015. If you don't sign this Lease Amendment and return it to us on or prior to 30 days after 9/17/2015,SolarCity reserves the right to reject this Lease Amendment unless you agree to our then current pricing. 1 Customer's Name:Bruce Manross SolarLease Signature: /> �JiQ-�Ylr— SolarCity Dater approved Customer's Name:Gwendolyn Manross � . Signature: Signature: Lyndon Rive, CEO Date: S Date: 9/17/2015 SolarLease Amendment,version 2.1.0,June 25,2015 1125039 lei VU �r y • %SolarCi t , y OWNER AUTHORIZATION , Job#: ( b 1t0 Property Address: V- ,��; 3 ��s Owner of the subject properiy5efeby authorize SOLARCITY CORPORATION to act on my behalf, r in all matters relative to work authorized by this building permit application. ' • Signature of Owner:. ' -Date: SvLA,. TY r • kaaiaCow"Its drat e„t of suni:a'saw# , iAc►txrt of lluiftt+nq Rut7��t�+w s�3t 3tttt z tai see CS-108615 JASON PATRY 821 STEWART Abingta»MA 02251 2..+wwar. a 02I0Mill ORke of Conanmtr AQiin&B um RepUtice s HOME OAPROVEMENT CONTRACTOR. t RogtsbWon: lami EKptmftn: 3f8lYi 0 StlppfemeM C . SOLAR CITY CORPORATION JASON PATRV 24 ST MARTIN STREET 11LO 2UN1 — " kOUBOROUGH,MA01752 Umhrmrenry , i r , 7*e Commonwealth ofMmwackjaeffy -DeparmwtofIndustrlalAccldenit I Cottrmt Street,Shire I0!► Bestotio AM 02114-2017 rvWW mass gav/dlrt Workers'Compensation Insaram A<ffitlavit:anii4ers/Contractors/Eledricians/Mumbers. TO Bit FILM WITH THE PERmrrr[NG AUTHORITY. Alittllcant Iriforination Please Print I.rrnlhly Name(BusittcsslorgaaizaffinMrclividwI)- SalarCity Corporallon Address: 3055 Clearvlew way City/Stair&ip: Sari Matao,CA 94402 Phone#: (888)765-2489 Are ym.=cmplaga•?Cheek the upprovrkte baxe Type of project(required): I.®1 am a anployvrr WM L2,500 omp*eas(fall a sdlbrpar4time).•. .7. ( New construction I tan a sale proprietor or partnership and harvo to employms wori:lna far arc in. 8. 0 Iteiiladeling >m3 rapacity.[No wwbes'eorop.insrua=miluked.l , 3.[j1autolimneowiterdroig91l work mysctC[No vrotkers'comp.insatasooMgUIM&I 9. El Demolition 4.�l am a limmawmr and will kMrb%cmtraotors to cm*d all work on my property.l will 10 0 Building addition eatsnre that sit¢rxdmotors oidw have%rodxW coinparm ion lasunw o ware solo I L0 El=trica[mpairs or additions proprietors wilt as attployecs 12.Q Plumbing repairs.or additions S.01 arr a gemsai,conirsetor aril t have hired rite sub-ambulors listed ort the aaached sheet. I3.E]Roof repairs These tears have cmployccs and have workers'a>tnp.ursruauae t 6.0 We are a ouponalm and its officers have examised their right of examption per Mt31.C. 14•❑1 Other staiar parnt:ls 15Z§1(41 and we lave w employees,[No wo&ors'camp.hlsaam=required] *Any applicant tM chwb box#I roast also fill omt the section below showing their workers'caapansatiou policy info waon. . •l loratowam alto srrtmdt lhffi altidavb fadia ft they are Oft all wort card that hire outside,contractors mint stthmit a new Adavit ludicmittg streh tCoatrmtams rhea check this box toast wactred an additw"shra showing the name of der sub-contractors and taste whether or rtat those eatltlsa have eagtio". if the ntmolors have anptavaes,lhay roast povidc their wdrkers'comp.policy tarnttler. am as employer that is provia►isg workers'compensation Lrsrt"Nee for my employmv. Below Es the palicy and Jab st=te infortrnttlotr. ,. � '' Insurance Company Naine:American Zurich Insurance Company Policy#or Self iris.Lit;.#: WC0982D15-Ot1 Expiration Date: 9/i12018 181 Sandalwood Drive, Cotuit,MA 02635 Job Site Address: City/StatcrLip:. Attach a copy of the workers'carnpe>asatiora polky declaratlon page(showing the pohey number and expiration datej. Failure to secure coverage as requited under MOL c.152,§25A is a criniinal violation punieAmbie by a fine up to$1,500.00 and/or one-year ktpeisoament,as well its civil pm allies in the forth ofa STOP WORK ORDER and a fine of up to S250.00 a day against tiro violator.A copy of this statoment may be forwarded to the Office of Investigations of the DIA for insuram coverage vorification. I do hereby effftunder the palas wid peaaftles of perjury skid the litfotmadon provided alcove is true avrd carted asap Pa - September 22,2015 a , . Q,t9tctal use o>tiy. Do not tirw/te in this trrsa,to be compldsd by ratty or town oMdat City or Town- PcrmitlLiceaSe# r Issuing Apthority(circle one): 1.Board of Health 2.Building Department I Cdy/'fown Clerk 4.Electrical Inspector S.f lumbing luspeMor 6.Other Contset Person: Plraue#• t ��®h CERTIFICATE OF LIABILITY INSURANCE � M117P1015 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 COVexAaa AFFORDED BY THt= 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 cert)ficate holder Is an ADDITIONAL INSURED,the policy(Ies)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may roWre an endorsement A statement on this certificate door not confer rights to the certificate holder In Lieu of such andorsem s. PROtWCER CONTACT MARSH RISK&INSURANCE SERbICESAt F 346 CORNIA STREET,SUITE 1300 Ulm_PHO K 1t NP} CALIFORNIA LICENSE NO.0437153 E4AAtt SANFRANC1fiCO,CA 94104 AD.RFTe, _...._...— __.._:...__:._ Alln,Sha1rtonSm1t41&7438334 _..........:msunergs)aPFoxowocovEw►se _.. ..__: RAlce . _. 9=01-STND4AWUE-15-16 INSURER A'Zurich Amerloan 11st-M C-"nY (16536 INSURED_ INSURER B NIA SdaVr43065 Clewow WAY -�-- M18Ul�R C:NIA A Sm MaWo,CA S4402 e C INSURER D:Am�Can Zurich 1laererlsamparry �10142 ._.._.._. INSURER F a COVERAGES CERTIFICATE NUMBER; SEA-00271383Boe REVISION NUMBER:4 THIS 1S 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS; EXCLUSMS;AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIM& LTR TYPE OF INSURANCE POUCV T/1tStll SU}ili NUId9 t _ PdUc�F PGLIGY EXP — LRAIf& A X CONfAFRCUU GENERAL LIABILITY GLOM82016-00 09A1/2015 (FAI 116 EACH OCCURRENCE S._.._.. ._.3.000,000 -i C[AA1MS4tADE I. ]OCCUR PREp}ISE$TO RENTED,.S�a.�afe1x�,1.. 3,0DODO. I1, X SIR E250,OOD aEDEXP are.➢ersonl. S 6.000 ` . . PERSONAL R ADV INJURY S 6, ,000 GEWL A(WEGATEpUM IIT APPUES PER GENERAL AGGREGATE S ,000 POLICY L _�JECT �..... LDG t NMUGTS,-coeaaroP AGG s--: - 6.0�,000 OTHER. I A AUTomomLLLUUluw BAP0162D17.00 09W11PD16 D910112016 WIMEME-153INGLE Lima S SAO= X ANY AUTO I RCDLY WJURY(Per Person) S X. Ui00SWHED X AUTOS i IDNYWJURY(Peracadeei) 5 X .HIRED AUTOS X,. AUTOS 1 I .,. PRTD AGE........ S . LWORMA LUUI OCCUR I £ACN OCCURRENCE S.:.....:...... t EXCEW LMS HCLAlid5 tAADE i i AGGREGATE S OM 'RETENTIONS ---- S D WORKERScomPENSATION ; X011 14-MAOS) O W1015 109101016 .' X o H• ANDEMRC1r WLIAMTIY BTAT�T€ ._.•5R - A YIN %0182015a MA 09W7�15 !09'0111016 ANY PROPRIETORIPARTNEWEXECU IVE MIA! A' I J E.L.EACH ACCIDENT S 1000 000 OFf10ERAAEM8Ei2 EXCLUDED9 i F .. (Idanda"In NH) WWC DEDUCTIBLE:S500,0W E L DISEASE-EA EMPLO S. 1,004000 ;ayes,desaroew,F. - DESCRI ION OPERATIONS below � E.L DISEASE-POUCY WIT $ I-ODOM DESCWPMN OF OPERATIONS I LOCAMONS I VMCLES IACORD t01,AddMww Remarks Schedule,may bs af4wrmd 11 mesa space Is requrredl Evidence of Insurance. CERTIFICATE HOLDER - CANCELLATION i, Shy CoTp0186on SHOULD ANY OF THE ABOVE Dncium POLIms BE CAmcmLLED BEFORE 30%CiearviewWay THE EXPIRATION DATE. THEREOF, NOTICE WILL BE DEUVERtD IN Son Meted.CA.SW2 ACCORDANCE;WITH THE POLICY PROIRSIDNS_ AUTKORILED REPRESENTATIVE of Marsh Risk&Insurance Services CharlesMamrolejo • 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25120141011 The ACORD name and logo are registered marks of ACORD " Version#49.2 ,solar Cit o y _ September 16,2015 Project/Job#0261862 RE: CERTIFICATION LETTER Project: Manross Residence A 181 Sandalwood Dr Cotuit, MA 02635 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 C Ground Snow Load = 30 psf - MP1: Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas) - MP2: Roof DL= 10.5 psf,Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 12.3 psf(PV Areas) f Note: Per IBC1613.1; Seismic check is not required because Ss =0.19312 <.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,8th Edition. Please contact me with any questions or concerns regarding this project. F,` K. O RI UKI ST UCTURAL Digitally signed by Humphrey ° No.51933 Sincerely, Kariuki �FcIsTE�``� Date:2015.09.16 22:09:41 -04'00' FFF Humphrey Kariuki, P.E.. �ONAL Professional Engineer T: 443.451.3515 email: hkariuki@gmail.com 3055 Clearview.Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ IROC 243771,.cA CsLB 888104-,CO EC 8041.CT HIC 0632778,DC HIC 71)01488.DC His 71101488,HI CT-29M.MA HIC 166572,MD MHIC 12694�,NJ 13V1406160800, OR GCB'180408,PA 077343,TX TOLR 27006.WA GCC.SOLARC•91907,q 2013 Soiwgty,All NgMs reserved 1 I 09.16.2015 SolarCit PV System Structural Version#49.2 y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Manross Residence AHJ: Barnstable Job Number: 0261862 Building Code: MA Res. Code, 8th Edition Customer Name: Manross, Bruce Based On: IRC 2009/ IBC 2009 Address: 181 Sandalwood Dr ASCE Code: ASCE 7-05 City/State: Cotuit, MA Risk Category: II Zip Code 02635 Upgrades Req'd? No Latitude/ Longitude: 41.642903 -70.451108 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Cory Ostermann 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 = 0.19312 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP Al Co 0 Affil ilk DigitalGlobe, MassGIS, Commonwealth of Massachusetts EOEA, USDA Farm Service Agency A e 181 Sandalwood Dr, Cotuit, MA 02635 Latitude:41.642903, Longitude: -70.451108, Exposure Category: C a i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK.- MPi Member Properties Summary MPi -Horizontal Member Spans Rafter Pro erties Overhang 0.57 ft Actual W 1.50" Roof System Properties ° S an 1'"-,"°" "``11.40 ft :: Actual D 7.25" w Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material #Cornp Roof 0 San 3, .� „,* ..,�,�� -, ��°A Z" ,10.88 in.^2 Re-Roof No San 4 S. 13.14 in.^3 Plywood Sheathing " .Yes_- ... San 5, 1.$4 :V ^in. _4 u. I 47.63 Board Sheathing None Total Rake Span 14.61 ft TL Defl'n Limit 120 Vaulted Ceiling, m.. ;,. n No :.,k " ,; PV 1 Start...: ..,. 0.50.ft.;� �. r _Wood Species- SPF , Ceilina Finish 1/2"G sum Board PV 1 End 13.75 ft Wood Grade #2 Rafter Sloe .• w 350 et ., ,: PV'2 Start ; Fb 875 psi . Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracingj aFulk f� PV 3'Start T ° 1400000 psi r�. Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 9 12 Initial Pitch Adjust 'Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.22 12.8 psf 12.8 psf PV Dead Load' ,,PV-DL .a ,'3.0 sf, n x.'1 22v r tee.* ,&.,•1 'I sf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf ,, � �'Live/Snow Load LL SLi.� "30.0' sf, x 0.7 r x 0.41, »,. 210 psf 12.3 sf Total Load(Governing LC TL 1 33.8 psf 28.8 psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2, pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CIF Cr D+S 1.15 1.00 1 0.44 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 25 psi 0.6 ft. 155 psi 0.16 D+S Bendin + Stress "£ 566'psi " "tt' ' ',6.3 ft. 1389 psi v0.41 ' ,. i_ D`+ S t Wending - Stress -7 psi 0.6 ft. -609 psi 0.01 D+S Total Load Deflection Ca 0.32.in: _° °516 4 4`6 3'ft' '1 39 in.] 0.23 .D+S [CALCULATION.oOF`DESIGN WIND LOADS..-MP1 Mounting Plane Information Roofing Material Comp Roof - PV Sstem T e `' g ^ �i ^{ « •� _�,SolarCity SleekMounE y-t yp_ - - Spanning Vents No m� 7• s O , ,:„ • . Standoff Attachment Hardware ' Comn Mount Tvn �„ae C ` � I Roof Slope 3 Raft re Spacing 6��0 z u, Framing Type Direction Y-Y Rafters Purlm Spacing m X-X Purlins Only, w '" NA 7 Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs'Only x A �� M N _ , Standin Seam ra Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind iesD gn Methotl .• ._w m= - --- - ally/Ful a, � s =Parti ly Enclosed Method a •.: Basic Wind Speed V 110 mph Fig. 6-1 w ,_ ,� Section 6 5 6.3 w; , Ex osure_Cate o � _ ..� _ Roof Style Gable Roof Fig.6-11B/C//D-14A/B Re'an Roof Hei ht .^ ^ A.,., _ r h ,. . . ��n a�< 25ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 K Topographic Factor , .¢ rt 1.00` " Section 6c5:7'^ Wind Directionality Factor Kd 0 - ,- ..,p--- -°�------- .85 Table 6 4 Importance- Factor I ' # 1 • g �.�•; ,�,-1:0 x^� � �.��„� � �m• � :�Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 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 6wo A W 0.88 ., e . Fig.6-118/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf A LLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64° 39" Max Allowable.Cantilever Landscape_ - 24W" _• m",..,� . = NA..r� Standoff Configuration Landscape Staggered Max Standoff Tributary Area• =, Y Trib PV Assembly Dead Load W PV 3.0 psf Net Wmd;Uplift at_Stand71 off.,. _^, T actual " -385 16s_ � Uplift Capacity of Standoff+ T-allow 500 Ibs Standoff Demand Ca aci R t °° s DCR 77.0%.. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" _. 65" Max Allowable Cantilever'; . Portrait �� ' ^ '�' `_17- �^• _ w_�; NA: Standoff Configuration Portrait Staggered Max Standoff.Tributa_ry Area ° Trib,. _22 sf PV Assembly Dead Load W-PV - 3 0 psf Net Wind,U lift at:Stand f�'4 -q«- T actual m480 Ibsx•, --, Uplift Capacity of Standoff T-allow 500 Ibs Standoff'Demand Ca acity DCR _._ 96.1% . ., n (STRUCTURE_ANALYSIS- LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.57 ft Actual W 1.50 Roof System,Properties s ,S an 1. .max. 11.54 ft v- vActual D lk,- p Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material" "ConnP Roof- San 3 oA 10.88 in:^2 ' Re-Roof No San 4 S. 13.14 in.^3 Plywood Sheathing „.,, :..-,Yes .. "� r. .< ., San 5,,,;, ,,,,, ,,; I.� � � � � �� 47:63 in.^4 Board Sheathing None Total Rake Span 14.78 ft, TL Defl'n Limit 120 Vaulted Ceiling u u, W No' '" ._: °PV 3 Start 0.67:ft Wood Species- SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.92 ft Wood Grade #2 Rafter Sloe h, " M 350%7,7 ""T' PV 2 Start. �_.� �� a r„,. Fe - 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi ,Top Lat Bracin • „ 4 ,r Full PV 3 Stan". . . E. ��1400000 si z Bot Lat Bracing At Supports PV 3 End . E,„i„ 510000 psi Member Loading Summa ' Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 Psf x .1.22 12.8 psf. . 12.8 psf PV Dead Load f s ,.,PV DL' :3 0 sf• � _ 3.7 psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load LL SL12, ., ,,,..30.0' sf p T;x 0.7 �Jyx 0.41 �� t1w21.0=psf �' 12.3 psf Total Load(Governing LC I TL 33.8 psf 28.8 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CJ(Ct)(IS)pg; Ce 0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL CF Cr r D+S 1.15 1.00 1 0.43 1 1.2 1.15 Member Anal sis Results Summary " Maximum Max Demand @ Location CapacitV DCR Load Combo Shear Stress 26 psi 0.6 ft. 155psi' 0.17 D+S Bendin + Stress �,. a : 578 .si ' - . -, :. 6..4 ft., : �1389 psi .. •-x 0 42.4 am, "-D+S" Bending - Stress -10 psi 0.6 ft. -602 psi 0.02 D+S Total Load'Deflectio'W = " " "0 34 in: ' '499- " a 6.3 ft.,1- ..:�, `1.41 in.� t 120 . ��=0.24 � ` � �D`+S [CALCULATION OF DESIGN WIND LOADS MP2 Mountina Plane Information Roofing Material Comp Roof PV System Types :, 7• .il ._�,,. ,s,i .� r� SolarCity SleekMountT __ Spanning Vents No Standoff Attachment Hardware .k. : .. . . _, :' "' Comm'"Mount Tvoe C* Roof Slope 35 Rafters acin ,., 6«« FramingType Direction - Y-Y Rafters 4 x X-X Purlins Only" Furlm Spacing - yL, �, :- NA'.., „ Tile Reveal Tile Roofs Only NA .. �.. — Tile Attachment System., ,, Tile Roofs Only..,, . . NAB Y y Standing Seam/Trap Seam/Trap Spacing SM Seam OnlyNA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Methodx .• ; —Partially/Fully Enclosed Metho_d Basic Wind Speed V 110 moh Fig 6 i C a. .,,- 1 t� �o _Section 6 5 6.3_ Exposure Category _ �, Roof Style Gable Roof11 Fig.6 B/C/D-14A/B Mean Roof `Heiht "„ ' — - �4-5 4 25 ft, ..Section 6:2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor �` = K i.00 x; Secton 6 5 7 Wind Directionality Factor ICd 0.85 Table 6-4 II om rtance Factor A, o I 1.0 M Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)24.9sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC w > a,s -«: .0.88 "` Fig.6-11B/C/b=14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U „ -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowablbl a til a'`:__-_- � _..,,-._Landscaped• .r.#_- � 24" ��,. �« w NA�� Standoff Configuration, Landscape Staggered Max Standoff Tributary Area . Tnb,•- A '°_�= --- n 17 sf� ,�.� � PV Assembly Dead Load b. W PV 3.0 psf _N..et,Wmd Uplift at Standoff T actual �""'�} -385 Ibs *:� - Uplift Capacity of Standoff Tallow w 500 Ibs Standoff Demand Ca acit DCR° 77.66 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65' Max Allowable Cantilever =„==,Po_rtrait 7"` = _ Standoff Confi uration Portrait Sta gered Trib Max StandoUributary Area- _- d _ - 22 sfo y PV Assembly Dead Load W-PV 3.0 psf Net Wind-Uplift at Standoff " Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci- DCR 96.1% x _ : �x II K M�s t� a z r Town of Barnstable Permit:,xqomJr� l Z ' Regulatory Services ate: OFZHE tOk, Thomas F. Geiler,Director Fee: Building DIVISlo� AF; TABLE * BARNSTABLE, # - Tom Perry, Buildin ssioner 9 MASS. 1639. �� 200 Main Street, HyannisTryi 1 0A01AH 11; 33 pTfp ra www.town.barnstable.mams Office: 508-862-4038 DIYJS p `--- Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: 41Jd&0�S Phone: S D 8 c4 2_,(3 C) `f 3 Q Install at: S, 4 Village: C--a i y Map/Parcel: Date: / - d Z Z_ o 0 Stov A. Used B. Type:' Radiant/ Circulating C. Manufacturer: (2,e2 l� �,�� ) ) Lab. No. T L-k-3 c, 1— 1 l b N�C- 96"Z I D. Model No.: Chimney LIGT L4s7- ek-eAs-:� LTsAS z-ot�// A. New xistin existing, please note date of last cleaning) �9( 1 ( (A r9✓� X�c,y UTA eA— B. Flue Size C. Are other appliances attached to Flue? ^--t 0 -- s t p J D. Pre-fab Type and Manufacturer T. Masonry:,c—)4---} the lined r� PLi1c Hearth A. Materials: iL /4/A.-t n rT f 4 3. Sub Floor Construction: R uu 14 A^.C4-$Cr1r1,-�., Installer Name: Address: Phone: Location of Installation: H.I.0 Registration # Construction Supervisor# OR check Homeowner Installing, no license required APPLICANTS SIGNATURE APPROVED BY: iO p9CP Please make checks payable to the Town of Barnstable *This constitutes an.official stove permit after inspection, photographed, and approved by the, Building Inspector Q:forms:stove Rev 103107 f Town of Barnstable R 04 SHE TQ� o Regulatory Services warrsrnstF Thomas F.Geiler,Director nsas.9. ib39. ,�� Building Division Tom Perry,Building.Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: :508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 10 .17 1 JOB LOCATION: ( r cS AJ CO L \xz,g C ©f�I 1 7 Y" number / street village "HOMEOWNER": fJ brL kLx' 5A 0,.5 �S pS� Zrd O y 3� s'v �67 5 6 name e� home phone# work phone# CURRENT MAILING ADDRESS: oZ �3 city/town state zip 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. DEFINITION OF HOMEOWNER 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 understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he./she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official • Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1:1 -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 assuming the 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 responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last 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:\WPFILES\FORMS\homeexempt.DOC o _ Town of Barnstable r r » BARNSTABLE 16.3 �� Regulatory Services °Tfv MAC A Thomas F.Geiler,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 _s Property Owner Must Complete and Sign This Section if Using .A, Builder I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building peznit application,for. (Address of Job) Signature of Owner Date Print Name Q:\WPFILES\FORMS\building permit forms EXPRESS.doc Revise020108 Town of Barnstable Permit: Regulatory Services Date: °FtHe r Thomas F. Geiler, Director r;,, Fee: Building Div' is" 6 = /-kf;I;I3 IA61 E BARNSTABLE, *" Tom Perry, Building ssioner 9 MASS. JUU ryry �p �e39. �e 200 Main Street, Hyannis; 0601APi 11: 33, TFto) A www.town.barnstable.ma.us Oce: 508-862-4038iVlSX "-"'---- Fax: 508-790-6230 ffi TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: i7 FZ �L� A) S Phone: 4 ZC� C0--(-' Install at: C� / �(-}�(>�4LvJoG� �(�Village: Map/Parcel: Date: / O .- CD ?— 2. � n Stove— A. 4�.evd'�Used 13. "hype: Radiant/ Circulating C. Manufacturer: P.,yz— _Lab. No. D. Model No.: S>c',2� �� Chimney ��1-4-F-7— �,7 c�-<,9 A. New'K xistin existing, please note date of'last cleaning) 'LP ( ( C (A fl✓� �� L��6� B. Flue Size C. Are other appliances attached to Flue? /--P f> A%Sc D. Pre-fab Type and Manufacturer E. Masonry: c--) !E� } inea/( �lined Hearth A. Materials: 13 (L } L iL .B. Sub Floor Constriction: t tic 't coo G� 1-C--scm'-� Installer Name: Address: Phone: 'Location of Installation: H.I.0 Registration #, Construction Supervisor# OR check_LAHomeowner Installing, no license required APPLICANTS SIGNATURE 4 APPROVED BY: ,17r, Please make checks payable to tl7e Town of Barnstable *"Phis constitutes an official stove permit after inspection, photographed, and approved by the Building Inspector Q:forms:stove Rev 103107 ,Town. of Barnstable Regulatory,Services OFtHe Tp� P. ti Thomas F. Geiler,Director Building Division . * BARNSTABLE, - y MASS. g Tom Perry, Building Commissioner °tEorrtAta 200 Main Street, .Hyannis, MA.02601 www.town.barnstable.mams, Office: 508-862-4038 Fax: 508-790-6230 Approved. Fee: 07�. _ Permit#: C� oc) HOME OCCUPATION REGISTRATION Date' C3a\�Q Name: o C5>`'�'1«SS Phone#: Address: Name of Type of Business: Map/Lot:: b t - y� INTENT: It is the intent of tliis section to allow tlae residents of'the Tocwn of Barnst�ible tci operate a luircce occupation �6ticin single family dwellings,subject to the provisions of Sectiou it,1.4 of the Zoning ordivance, provided that the activity sliall not be discernible front outside the.dwve.11ing: there shall be no increase in noise or odor;uo visual alteration to-tile. premises which would suggest aiaything other than a residential use;no increase M traffic above normal residential volumes; and no increase in air or groundwater pollution. . After registration wq*tic the Building Inspector;a customary honaeoccupa(ion shall be permittecl as of rigirtsubject to.the following Conditions: • The activity is carried on by thepenuauenl resident of asingle fancily residential dwelling unit, located within that dwelling unit. • Such use occupies no morethau 400 squau-e feet of space. • There are ico external alterations to the dwelling which are not customary in residential buildings,`rind there is no outside evidence of such use. • No traffic c�ill be generated in excess of norncal residential volumes. a `The.use does not.involve the production of offensive noise,Vibration,smoke,(lust or other particular matter, odors,'electrical disturbance,Beat,glare, humidity or other objectionable effects.. a Tlrere is no storage or use of toxic or liazardous iaterials,or flammable or explosive naterials, in excess of normal laouseliold quantities. • Any need for parking generated by such use shall be ncet on(he same lot containing the Custoncary Honie Occupatiou,.and not witlrinthe required front yarcL. • "There is'uo exterior storage oi•display of materials or equipment. There:are no commercial vehicles related to (lie Customary Home Occupation;Ether than one van or one pick up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to.. exceed 4 tires,parked on the same lot containing the Customary Horace Occupation. • No sign shall be displayed indicating the Custonruy Horace Occupation. • If the.Customary Horace Occupation is listed or.advertised as a business,the street address shall nol be included. • No person shall be employed in the-Customary Horace Occupation who is'not a penuauent resident of the dwelling unit. I, the undersigned, have read and agree with the above restrictions for racy bonce occupation f ant registering. APplicuct: bate: t tonicoc.doc Rev.m/3/og YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years), A business certificate ONLY REGISTERS YOUR NAME,in town(which operate.) Business Certificates are available at the.Town Clerk's Office, 1 s`FL., 367 you must do by M.G.L.-it does not you permission to Main Street, Hyannis, MA 02601 (Town Hall) .- DATE: � .: Fill in please: u APPLICANT'S. YOUR NAME/S: v9 rr - - - ';Fff BUSINESS. f . YOUR HOME ADDRESS:. c�Jc's� lJ� x i der'" TELEPHONE.# Home Telephone Number 5`� NAME OF CORPORATION: NAME OF NEW BUSINESS TYPE O( BUSINESS IS THIS A HOME-OCCUPATION? YES NO Y •�`� 't,e:cSuJ c�` r\ ADDRESS OF BUSINESS :\ b � MAP/PARCEL NUMBER ;1 y (Assessing) When starting anew business there are several things you must'do in order to be in compliance with the rules and reguiation!'of the Town.of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits-and licenses required to legally operate your.business:ih this town. 1 BUILDING COMMISSIONER'S 9f49CE tg�rp PLY WITH HOME OCCUPATION This individual has b d of an p rmit requirements that pertain to this type i RULES AND REGULATIONS. FAILURE TO x Authorize Signature* COMPLY MAY RESULT IN FINES. COMMENTS:. 2..BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business; Authorized Signature** - COMMENTS: 3. CONSUMER AFFAIRS [LICEIVING AUTHORITY) This individual ha en r of the licensing requirements that pertain to this.type of business. Authorized Signature* COMMENTS: ir 4s r 4 00 1-17. 0 (voA 00 00 fo CAT& U A 5 5 fgtc/N G7A,/ 7'A L.,07—GfF j ',,I—C� ,4 i;2-� A n✓Z> /.�� 5 �' 7"�.�� 7*0 Ce ti U,�t T !� -• r-0 2A4 cat// 7`Aj Z .n0/ .t fJl t t l b`E,/14E-AJ 7 k4F— TAG-A" WA a 'e>E/A1 CC / 0 7'" . sue- 1Lt11tl //LJ GEORGE _ H Assessor's map and lot. nu tier .....1..1.1:..7:110...' . . .B �e - SEPTIC S`!STEM MUSS BE 3� ` INSTALLED IN COMPLIANCE �7 Sewage: Permit number Y ........... 0 Sewage'. "! . ........ WITH ARTICLE II STATE SANITARY CODE: AND TOWN �Qo ;TNEro�o TORN OF BARNS 'jI �TB� E fi d r 41 71 H9HH9TSDLE, i � ��. "��`` �' -BU11.1) I•NG + INSPECTOR t; �p i639.r..\e� { ell NPY a Ji APPLICATION FOR*PERMIT TO ............. �/a..................:.... :......................... ;a -TYPE OF CONSTRUCTION r`.....t�(!��?Gf...... �P'Y�K ......� !c?.eF..!.� tag ................. .................. Cl .......r ../f..........................19.�/ TO THE INSPECTOR OF,, BUILDINGS: The undersigned hereby�acpplies for a permit according to ,t/he following information: ®�! /7 Location .....1...?: ......? `:. .......... ��u. Q !�T.ti.!:`JR, .. ....�?a�2Gl.�lW ool�....!l.�C.. .... ........(r&1--a Proposed Use .......... Iq 4,-to`/I. Zoning District ......:..../.L r `/ Fire District 7`,`< ../ Name of Owner. C...;.LC..Address / 6. . C 3 6✓k1 VA.e...... Name of Builder .........:�( Y�. �......................................Address .............................. - . 4'........................... ............ Name of Architect ...... �f±��.!?.✓I..................................Address ... ........................................ Number of Rooms .....................��...................,...................Foundation ...,��..�:�..... 0 ....`'.a�?��eT.. '.... ...Roofing .... �. .......4........4q�o.!7.d.-/......................... 'dY: � �?h� .... .. nterior ...&,vZ .Floors �.. I . .............I................ . . : .,�.� Heating ... H ,....... ,C��../................. Plumbing ...P.V..c....�C©1� o�.................................. . Fireplace ....kt.'$ed.......... 55?a'!;!' ................. ...';'.....Approximate Cost .......:.fad, .©.C�..Q..... �4, Definitive Plan Approved by Planning Board --------------------------------19--------. Area ........ .`..:...0.... Diagram ,of Lot and Building with Dimensions Fees '� ..................... ........... SUBJECT TO APPROVAL OF BOARD OF HEALTH '��'s V• p l� e �c,�r. �(��t�j�b� 3 f1 iAr/al v)oCd I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam ............ Tellegen-Ferrone Assoc. , Inc. 1,9326 two story No Permit for.. single. family dwelling /�1 Sandalwoodead'�r� � - Locatiord ................... ..Cotult...............?..... •r•............ ' • r`� ..•.. .... .... .:2 Owner y Tellegen=Ferrone Assoc. , Inc. r Type, of Construction . frame f ............................................. ............ • �.� 1 dI J `+ _/..•�` , • • t: Plot ' Lot ........... ..�1`6+........... r- Permit Granted ......... June..23 .... 19 77 �, . Date of.Inspection /a ...19 . Date Corripleted'J/3 .��` . 19 % ## t f•, PERMIT'REFUSED ........................................ ............. .319 I1 ....................4-.........................................a ............ 3 �• f ✓ r ............. ..........� ' K— 3 r' F— i�� j r ✓ - }!- — —— — <.Ii �. rT. ............... . ..................................... ................. � Cj Approved .................................................. 19 �- ✓ 4,1 I/.............................................................................. (/ �. h i1 f: # .. . ENDLESS POOLS, INC. TECHNICAL SPECIFICATIONS DIAGRAM 2.6/102 Deeper Area Option Fully Inground: Configuration 10 � 15'-1 STANDARD 14'-0" ENDLESS POOLTm 7'X 14' SWIMMING AREA •:.... :.:.•`:. .:..:.•:.:.:.:.:. .•.•• 7-0 DEEPER AREA'. TOP VIEW 42" HIGH WALL 1/4" = 11 . PANEL COPING - .COPING AND FINISHED NOT SHOWN._ WATER LEVEL FLOOR BY OTHERS 1. 24" REF. — 39° STANDARD DIAG. 3.4 I ENDLESS POOLTm, it 7'X 14' VARIABLE-DEPTH DEEPER AREA SWIMMING AREA 9' FLOOR 24! DRAIN OR 2' 6" 9'-0" 2'-6," SUMP MIN. MAX. MIN. , 16'-9" SIDE VIEW NOTE:ACCESS MUST _ ALWAYS BE MAINTAINED TO 1/4 .- 1' COPING AND FINISHED THE FRONT POOL PANEL, -. —— - —FLOOR BY OTHERS WHERE HYDRAULIC AND WATER-QUALITY SYSTEM., —— CONNECTIONS ARE MADE. NOTE: 18"OF ACCESS TO THE REAR �} REF. PANELS IS REQUIRED IF " AND SIDE `ro LIGHTS AND/OR JETS ARE DIAG. - 3.3, 3.5. INSTALLED. LIGHTS AND JETS ARE ALWAYS INSTALLED IN THE TOP HALF ` . . OF THE PANEL. 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'6P '!'�' '!- r t '� 5 't ,riyrf-i�"jt ri rY�.•"7 {4�p+� ` 8 �i �4 i y`5 }i ^ t rr�r`ni�' -L' '+a• ` i:.S a r^;! I'�'t4 Lf t t �P� t t y#,ryhnFya4 ,k ks.x t+t y:, t i 9 r` t k#e.r r�St 1t t dt ! „.y ,.>•,f�. *�" r g F,5 ��'� `''"r&:� 't, n t,'.� T`f�� F��a'o r 16r'a'#�'i��r-,3! �+ !'�l deK r a., trf s�i a �..w a i_... .-.t s.t�.:. 14C•., �.w.t�"k-. �t r t _ t "Y" �' a.�.�' {�..�-€sz-r• .{{Fermi,c..r,�"^.�r.� '. '3+1�" K-� •rw�«-u ,�, - l�«. �.- t � s ,g� �! TT ( , 1S�Ss -v` Y}.}- rj-t`,t-.r .,r• r ��r alf �' F � dry�.k r�-V { 6 � t '�°r/w -.r i- ta.: t �t'a"�'y"�"S I T �� •,rl� .=r + > -.-T '3 1 } }--� ,� --•f -�- ..t i -*• � ++��i i�° •f-��r•7j,,.r .�+ : . `gyp* 4 i� yak t 44*>,"P"t�.f ',..�. ' - ..j, x .�G,�H(yr•��i��>�(sit ,...... . .f �_ -�� (F(�Vi :. '-- ...i .t ^. i F , ., -r k }..,...(. I• _ e "� d� �.r-,-,-{ f..., .�. 4s III�s� S, =�W top S�NIH0 } o p r r .7g- V Q� �� .J` Im - 00 10 w S� b 3to �\`� t� E nV D r i L- G E N F�C— j';E C AJE. 6 E73ACes -5GA4.� � = 40 ,AT —.Z2 -7 7 c E le T i r'-' 7--iA T 71/6 FOUAADA T/OOV > ;F-,L.W iv D.d rer—J /V0t/ 7'ia4 7'A7- 7_,r-r` i�vl " rat A iv e ca OA:= _.��..� �� 4 2 GEORGE t. J -- i 4' (YOON, ENDLESS POOLS 1 f Technical � i � N hn� rraSpecifications , r February 2002 200 E. Dutton Mill Road, Aston, PA 1 901 4 Tel: 6 1 0.497.8676 Fax: 61 0.497.9328 www.endlesspools.com , swim@endlesspools.com a _ +egji 3 Design and Installation Assistance The enclosed Technical Specifications are for the use of design professionals and contractors as well as customers installing their pools themselves. The engineers and architects at Endless Pools, Inc. (EPI) are available to assist you throughout the planning and installation of an Endless Poo1TM. During the planning process, feel free to call us at 1 (800) 732-8660. It is also helpful to send us a sketch of the proposed site. These Technical Specifications are intended to be used in conjunction with other detailed information available from EPI. This information includes: Other Available Resources: > "An Introduction To The Endless Poo1TM" booklet > "The Endless Pool Planning Guide"booklet > Price List, which includes description of options and accessories Available Videos: . Introduction to the Endless Pool Video — Our benchmark video explaining the Endless Pool with testimonials from customers. . Endless Pool Planning Video — PBS host Richard Trethewey and Olympic Gold Medalist Rowdy Gaines take you through a streamlined Endless Pool installation to help visualize where your pool might be located in your home or on your property. Also included are snapshots of more than 100 installations. .An Endless Pool in a Ground Floor Space Video — This detailed video shows the step- by-step transformation of an unfinished space into a private pool room. Accompanying printed materials show how the project was planned with rough sketches and an actual bill of materials. . Gallery of Pools Video — A forty-minute tour of 350 of our favorite pools. . Endless Pool Full-Length Installation Video — This video begins with an overview but provides in-depth instruction; it should be viewed prior to an during installation. . Endless Pool Operation and Maintenance Video — Our customer service staff explains pool upkeep for new owners. . PT Video — Physical therapy pools for hospitals and clinics are introduced in this video. Segments showing water running and aquatic aerobics are included. The entire Endless Pools system is ETL listed, Ref. #2001779 and conforms to UL Standard#1563. Individually, all electrical us <STEo components of the Endless Pool are UL or CSA approved. Endless Pools, Inc, founded in 1987, manufactures and sells a complete range of counter-current swimming machines for residential and commercial use. Units are installed in homes, clinics, hospitals, and fitness centers throughout North America and abroad. The Endless PoolTM is covered by U.S. and foreign patents issued and/or pending. © 2002 Endless Pools, Inc. 1 ENDLESS POOLS \ 44Technical • • • of Contents Section One-Basic Components for the Standard Endless Poo1TM 1.1 Standard Endless Pool Components: Schematic Diagram ` 1.2 Standard Endless Pool: Dimensions /: a 1.3 Standard Endless Pool: Structural Elements and Cutouts,Isometric R/ 1.4 Standard Endless Pool:Aboveground Configuration, Section J 1.5 Standard Endless Pool: Bottom Flange Anchor Bolt Detail 1.6 Standard Endless Pool: Front Panel Detail ' ' ' r 1.7 Standard Endless Pool: Equipment Plan and Elevation / rM 1.8 Standard Endless Pool: Electrical Requirements Section Two Alternate Configurations for the Endless Pool 2:1 10 Possible Configurations of the Endless Pool 2.2 Standard Endless Pool Partially Inground: Configuration 4 ..�� y 2.3 Standard Endless Pool Fully Inground: Configuration 5 2.4 Deep End Option Aboveground: Configuration 6 � ` 2.5 Deep End Option Partially Inground: Configuration 9 �` _ 2.6 Deep End Option Fully Inground: Configuration 10 ' f 2.7 General Arrangement Showing Different Pool Sizes: 7'x 14', 8' x 14 �' >; 2.8 General Arrangement Showing Different Pool Sizes: 7' x IT, 8' x 13' 2.9 General Arrangement Showing Different Pool Sizes 7'A-1-2 ,-8'x12' � Section Three-Detail Section for Alternate Pool Config1frat om,.- '� 3.1 Partially Inground Endless Pool: Side Wall !' 3.2 Partially Inground Endless Pool: Front Wall ? 3.3 Fully Inground Endless Pool: Side Wall - a 3.4 Fully Inground Endless Pool: Front Wall ' 3.5 Deep-End Endless Pool: Side Wall Section Four-Alternative Anchoring Details 4.1 Endless Pool: Bottom Flange Optional Tension Strap AnchdF eta 4.2 Endless Pool: Bottom Flange Angle Anchor Detail �. 4.3 Endless Pool: Bottom Flange Concrete Collar Detail - 1 , Section Five-Finish Details 5.1 Wood Coping System v� 5.2 Tile Coping System { 5.3 Optional Bullnose Coping System 5.4 Finishing an Aboveground Installation Section Six - Options j 6.1 Endless Pools Options Overview j 6.2 Optional Hydrotherapy Jets 6.3 Optional Stainless Steel Corner Step i 6.4 Deeper Option Liner Specification Form I ' 6.5 Retractable Security Cover Option: General Arrangement Showing Cle des L 6.6 Retractable Security Cover Option (below coping mount) 6.7 Optional Full Depth Stair 200 E. Dutton Mill Road, Aston, PA 19014 Tel: 6 1 0.497.8676 Fax: 6 1 0.497.9328 www.endlesspools.com swim@endlesspools.com J-2I 0, ENDLESS POOLS Technical Specifications Section One: Basic Components for Standard Endless.PoolTM The following diagrams provide a concise overview of the Endless Pool: measurements,pool equipment location and power requirements, and detailed drawings of various pool components. These diagrams illustrate the standard, aboveground Endless Pool in the simplest and most inex- pensive installations. 1.1 Standard Endless Pool Components: Schematic Diagram ' 1.2 Standard Endless Pool: Dimensions 1.3 Standard Endless Pool: Structural Elements and Cutouts, Isometric 1.4 Standard Endless,Pool: Aboveground Configuration, Section 1.5 Standard Endless Pool: Bottom Flange Anchor Bolt Detail 1.6 Standard Endless Pool: Front Panel Detail 1.7 Standard Endless Pool: Equipment Plan and Elevation 1.8 Standard Endless Pool: Electrical Requirements 200 E. Dutton Mill Road, Aston, PA 1 901 4 Tel: 61 0.497.8676 Fax: 61 0.497.9328 www.endiesspools.com swim@endlesspools.com ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 1.1/499 Standard Endless POOITM Components: Schematic Diagram THE POWER UNIT,WHICH CREATES THE SWIM CURRENT,AND THE WATER QUALITY SYSTEM,WHICH FILTERS, HEATS,AND PURIFIES THE WATER,CONNECT TO THE ENDLESS POOL TM AT THE FRONT PANEL. ACCESS TO THIS PANEL MUST BE MAINTAINED. 14'-0" OF UNDERWATER BENCHES o SWIM • 11 ►� CURRENT PLAN 1 1/2" PVC 3/8" = V-0" PIPE DRAINAGE ODRAINAGE WATER QUALITY SYSTEM ENDLESS POOLS,INC.CANNOT STRESS ENOUGH THE NECESSITY OF DRAINAGE AT THE SITE OF INDOOR POOLS. FLOOR DRAINS THE WATER QUALITY SYSTEM OR SUMP SYSTEMS SHOULD BE LOCATED AT SHOULD BE KEPT FROM BOTH THE POOL AND WATER QUALITY FREEZING,AND SHOULD BE SYSTEM. LOCATED NO MORE THAN 1' ABOVE THE POOL'S WATER SURFACE AND NO MORE THAN S BELOW. MAXIMUM DISTANCE FROM POOL IS 75'. 3/4" HYDRAULIC LEAVE ENOUGH ROOM ABOVE HOSE AND IN FRONT OF EQUIPMENT TO EFFECTIVELY SERVICE IT. THE POWER UNIT SHOULD BE LOCATED IN A SHELTERED LOCATION. MAXIMUM DISTANCE FROM POOL IS 75'. CALL EPI FOR INFORMATION POWER UNIT REGARDING CONSTRAINTS ABOVE 50'. ENDLESS POOLS, INC.•TECHNICAL SPECIFICATIONS DIAGRAM 1.2/998 Standard Endless PoolTM Dimensions, 14'-0" 7'-0" PANEL of T-0" ti � 6 PLAN r - 3/8" = 1'-0" 15'-1" w 3" 6 1/2" 18VT 24" 42" 17„ J WITHOUT -4 COPING 15" 12 SIDE WALL SECTION 3/8" - 1'-0", - CLEARANCES FOR ACCESS REQUIREMENTS: 8'-1" ACCESS MUST BE MAINTAINED TO THE CONTROL CONNECTIONS AT THE FRONT PANEL 26' 21 6 " OF THE POOL FOR THE SKIMMER,RETURN, ❑ DRAIN,AND VALVE ASSEMBLY. r eo- 0 SKIMMER IF OPTIONAL JETS AND/OR LIGHTS ARE �� 5 3/4" SELECTED,CLEARANCE FOR ACCESS MUST SUCTION ALSO BE MAINTAINED HERE. CONTACT HYDRAULIC ENDLESS POOLS, INC.FOR DETAILS. HOSE FITTINGS ADDITIONAL SUCTION 12" —F - 1 W/JET OPTION FRONT WALL ELEVATION 3/8" = 1'-0" ti ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 1.3n01 Standard Endless PoOITM Structural Elements and, Cutouts, Isometric RETURN CUTOUT AIR BUTTON CUTOUT VALVE SHAFT EXTENSION CUTOUT HYDRAULIC- HOSE CUTOUTS 0 0 SKIMMER 0 CUTOUT 0 INSIDE-CORNER LINER-HANGER SUPPORT SUCTION CUTOUT CORNER JET SUCTION SUPPORT PIECE OPTIONAL TENSIO 3-6° STRAP ANCHOR PANEL SYSTEM HEIGHT 71-0" CHANNEL ZEE BRACE 8'-1 14'-0" 7'-0" T-0" PANEL 61/2' PANEL TOP FLANGE 3 1/2" BOTTOM FLANGE K es {5O8} 778-99 297 North 9. Hy W, A 026011 SdL2I my PRICE AMOUNT ! g e MW ) WHIT 7e Em Gm «m &m 2 e wI! ( FEATURES »[& ++ZREEr7E E3 &m &a &% 6 q B&lam WHITE STD «G &m \m Gg SUS Sg 2 *9 m\ 1-9 . G+ D,m Ca 18.17. . m p ? 11262 m3 Q l2ab§ ywtus@R%://www+G. I �--- ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 1.4/501 Standard Endless POOITM Aboveground Configuration, Section TOP FLANGE, 6 1/2" NO COPING SHOWN LINER HANGER s 2"RIGID FOAM INSULATION (NOT SHOWN),SUPPLIED BY OTHERS ZEE-BRACE(THREE OR FOUR PER PANEL,DEPENDING ON SIZE OF PANEL) 42" SIDE BENCHNVATER RETURN STAINLESS-STEEL CHANNEL 4 28 MIL PVC LINER WITH 1/8" INSULATING FELT BENEATH OPTIONAL TENSION STRAP D .a 8° °� ° ° °° �° Q_SMOOTH,LEVEL CONCRETE FLOOR(BY OTHERS) o 4 1 SECTION A-A 898 1" = 1'-0" OPTIONAL TENSION STRAPS BENEATH LINER TOP REINFORCING CHANNEL POOL PANEL PROPULSION :::::::;:: :::: ASSEMBLY A T. A KEY PLAN r ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 1.5/700 Endless PoolTm: Bottom Flange Anchor Bolt Detail ZEE-BRACE I I I GALVANIZED STEEL PANEL I I I 28-MIL PVC LINER I I I I 3/8"X 3"ANCHOR BOLTS NOTE: BOTTOM-FLANGE ANCHOR BOLTS CAN ONLY BE USED WHEN ACCESS TO BOTTOM FLANGE DURING INSTALLATION IS BOTTOM FLANGE POSSIBLE. SEE SECTION 3 FOR ALTERNATE ANCHORING DETAILS. I I 28 MIL PVC LINER OVER 1 1/4" 1/8" INSULATING POOL FELT I `x RETURN LEG OF BOTTOM FLANGE .8° • a • ° q ^ o ° • q � p ° p q ° p a- XQ q O °- - °p 0 O o ° ° °a p° q ° ° D° . a pq �°° ° . q • • p O V o o ° q NOTE: EPI CANNOT BE RESPONSIBLE FOR THE INTEGRITY OF THE ANCHORING SYSTEM USED, AS THE SYSTEM IS RELIANT ON THE QUALITY OF THE CONCRETE FLOOR AND THE DETAIL MINIMUM ANCHORING PLAN ANCHOR BOLTS USED. FULL SCALE ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 1.6/701 Standard Endless PoolTm Front Panel, Detail ON/OFF VALVE ASSEMBLY OPTIONAL SWIM- AIR BUTTON - CURRENT GAUGE KNOB SETSCREW (5/64" ALLEN WRENCH) \ \ \ POOL COPING \ \ SUPPLIED BY \\ \ \ \ OTHERS \ \ 0 MOUNTING SCREWS TOP FLANGE OF VALVE FRONT PANEL MOUNTING COUPLING BRACKET (3/32"ALLEN WRENCH) ------ - ----- LOW- HIGH- PRESSURE PRESSURE LINE(FROM o LINE(TO HYDRAULIC o HYDRAULIC HYDRAULIC LINE MOTOR MOTOR) 1/2" DIAMETER, T-6" LONG BYPASS VALVE BRANC TEES LOW-PRESSURE 'r! HOSE(TO POWER UNIT) HIGH PRESSURE 1/4"AIR TUBING HYDRAULIC HOSE (TO AS5TD 3/4" DIAMETER CONTROLLER FOR (FROM POWER UNIT) POWER UNIT) FRONT PANEL OF POOL, SHOWING DETAIL ELEVATION KEY PLAN FULL SCALE ENDLESS POOLS, INC:TECHNICAL SPECIFICATIONS DIAGRAM 1.7/501 Standard Endless PoolTm Equipment Plan and Elevation These components can be arranged to fit different spaces. 36" minimum vertical clearance is required to remove the filter cartridge. Suitable drainage must be provided at both the Endless PoolTm and water quality system. All electric components must be located and installed by a licensed local electrician in accordance with applicable codes. WARNING: ALL CIRCUITS MUST BE GFI PROTECTED WATER QUALITY SYSTEM 1.SUCTION LINE FROM POOL SKIMMER AND PROVIDE 12"MINIMUM CLEARANCE DRAIN ABOVE EQUIPMENT FOR SERVICE -7== 2.PUMP STRAINER BASKET 5 4 3. 110V, 3/4 HP CIRCULATING PUMP 4.50 SQ. FT.CARTRIDGE FILTER SIDE VIEW N k2/35.220V, 5.5 KW ELECTRIC HEATER. AN9OPTIONAL 50,000 BTU NATURAL GAS OR $ 6 PROPANE HEATER WITH ELECTRONIC IGNITION CAN BE ORDERED IN LIEU OF ELECTRIC HEATER. 30" 6.RETURN(PRESSURE)LINE TO POOL 3 7.MOUNTING BASE 7 10 8. HOSE BIB _ 5 4 CONTINUATION OF SUPPLY N 9. BALL VALVE LINE TO HEATER HAS BEEN to OMITTED FOR CLARITY 10 10. UNION 2 TIMER AND SWITCHED GA OUTLET SUPPLIED BY EPI FOR CIRCULATING PUMP IS NOT SHOWN. 10 9 6 10 1 TOP VIEW - 8 9 POWER UNIT 1. LOW PRESSURE RETURN Aj28" MaxCONNECTIONFROM POOL PROPULSION ASSEMBLY TO 21POWER UNIT. 42. 5 HP ELECTRIC MOTOR 0 0(1 PHASE, 220V, 23 AMP) 0 0 0 0 3. HIGH PRESSURE CONNECTION 2•FROM POWER UNIT TO POOL 4' r 0 0 PROPULSION ASSEMBLY 0 0 0 3.0 4. HYDRAULIC FLUID RESERVOIR x 17 1 21" " SIDE VIEW TOP VIEW ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 1.811000 Standard Endless POOlTm Electrical Requirements The entire Endless Pools system is ETL listed, Ref. #2001779 and conforms to UL Standard #1563. Individually, all electrical components of the Endless Pool are UL or CSA approved. <,STED °$ CAUTION: ALL ELECTRICAL WORK SHOULD BE PERFORMED BY A LICENSED LOCAL ELECTRICIAN IN ACCORDANCE WITH ALL APPLICABLE CODES. WARNING: ALL CIRCUITS MUST BE GFCI PROTECTED. POWER REQUIRED EQUIPMENT PROVIDED BY ENDLESS POOLS, INC. 220 VOLTS LEN GORDON POWER UNIT SINGLE PHASE AS5-TD CONTROLLER 5 HP MOTOR 30 AMP SERVICE 220 VOLTS, 23 AMP MAX. (WALL MOUNTED ABOVE POWER UNIT-- ACTIVATED PNEUMATICALLY BY AIR BUTTON POOLSIDE) 220 VOLTS ELECTRIC HEATER SINGLE PHASE 5.5 KW, 220 V, 23 AMP 30-AMP SERVICE MAX. 110 VOLTS 24 HOUR INTERMATIC 20 AMP —>OPTIONALGAS HEATER TIMER ELECTRONIC IGNITION SERVICE SWITCHED CIRCULATING PUMP TWIST-LOCK 3/4 HP MOTOR OUTLET 110 VOLTS, 13 AMPS ------------------------------------------- Electrical Requirements for Optional Jets, Lights and Outdoor Cover Pump 110/220 VOLTS _———— LEN GORDON OPTIONAL JET PUMP 20/15 AMP —>AS-MULTICOMBO -——————3 110 VOLTS, 15 AMP SERVICE ON/OFF CONTROLLER 220 VOLTS, 10 AMP AIR ACTIVATED,BUTTON POOLSIDE 110 VOLTS OPTIONAL LOW-VOLTAGE LIGHTS 5 AMP -——————3 SWITCHED GFI OUTLET-—- SERVICE PROVIDED BY OTHERS 50 WATTS EACH 110 VOLTS OUTDOOR COVER PUMP 5 AMP SERVICE ——————� GFI OUTLET -——3 PROVIDED BY OTHERS (With Optional Retractable Security Cover) .8 AMP ENDLESS POOLS Technical Specifications Section Two: Alternate Configurations for the Endless_PoolTM Section Two provides detailed drawings of inground, partially inground, and deep-end Endless Poo1sTM. Refer to these diagrams to plan your installation. Minimum clearance requirements for inground and deep-end installations merit particular attention. Configuration numbers in dia- grams 2.2-2.6 refer to illustrations in diagram 2.1, "10 Possible Configurations of the Endless Pool." 2.1 10 Possible Configurations of the Endless Pool 2.2 Standard Endless Pool Partially Inground: Configuration 4 2.3 Standard Endless Pool Fully Inground: Configuration 5 2.4 Deep End Option Aboveground: Configuration 6 2.5 Deep End Option Partially Inground: Configuration 9 2.6 Deep End Option Fully Inground: Configuration 10 2.7 General Arrangement Showing Different Pool Sizes: 7' x 14', 8' x 14' 2.8 General Arrangement Showing Different Pool Sizes: 7' x 13', 8' x 13' 2.9 General Arrangement Showing Different Pool Sizes: 7' x 12', 8' x 12' I w 200 E. Dutton Mill Road, Aston, PA 1 901 4 Tel: 61 0.497.8676 Fax: 61 0.497.9328 www.endlesspools.com swim@endlesspools.com li ENDLESS POOLS, INC. -TECHNICAL SPECIFICATIONS DIAGRAM 2.1f700 10 Possible Configurations of the Endless Pool CROSS-SECTION OF STANDARD CROSS-SECTION DEEP-END OPTION ENDLESS POOL ON SOLID FOUNDATION POOL PANEL ABOVEGROUND POOLBENCH POOL WITH CONCRETE 3'-6" WALL EARTH FULLY EXPOSED 4zxz CONFIGURATION 1 (SEE DIAG. 1.2) CONFIGURATION 6 PARTIALLY (SEE DIAG. 2.4) INGROUND POOL DECIaNG USING RAISED DECKING CONFIGURATION 2 CONFIGURATION 7 ."L771 FULLY IN- GROUND POOL WITH DECKING RAISED TO TOP OF POOL PANELO CONFIGURATION 3 CONFIGURATION 8 PARTIALLY INGROUND POOL REQUIRING SOME EXCAVATION CONFIGURATION 4 (SEE DIAG. 2.2) CONFIGURATION 9 (SEE DIAG. 2.5) FULLY IN- GROUND POOL REQUIRING Fx1 1., 41 EXCAVATION FOR ENTIRE POOL CONFIGURATION 5 (SEE DIAG. 2.3) CONFIGURATION 10 (SEE DIAG. 2.6) ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 2.2/900 Standard Endless Pool Partially Inground: Configuration 4 STANDARD ENDLESS POOLT-, low TX 14' �� 14'4' SWIMMING AREA 7'-0" 8_1 I L— MAINTAIN A MINIMUM TOP VIEW OF 18"HORIZONTAL ACCESS TO THE TOP 18" 1/4" = 1' 42" HIGH WALL PANEL- OF THE FRONT (TOP COPING NOT SHOWN) PANEL \� 18" WATER LEVE �l ......................._....... REF. I _ t 18 (MIN.) DIAG. 3.2 39" r24T"( AX.) L A 12" 14'-0" 1 L 7" FLOOR DRAIN OR SUMP NOTE:ACCESS MUST SIDE VIEW ALWAYS BE MAINTAINED TO 1/4" — 1' THE FRONT POOL PANEL, WHERE HYDRAULIC AND WATER-QUALITY SYSTEM CONNECTIONS ARE MADE. NOTE: 18"OF ACCESS TO THE REAR AND SIDE PANELS IS REQUIRED IF 3'-6" LIGHTS AND/OR JETS ARE INSTALLED. LIGHTS AND JETS ARE ALWAYS INSTALLED IN THE TOP HALF OF THE REF PANEL. BOTH LIGHTS AND JETS FIT .DIAG. 3.1 UNDER THE 6-1/2"TOP FLANGE OF THE POOL PANEL. 7" 60" 12" 8'-2" END VIEW 1/4" t 1' ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 2.3/102 Standard Endless Pool Fully Inground: Configuration 5 r 14'-0" STANDARD 71-0" ENDLESS POOLTM 8'-1 TX 14' SWIMMING AREA. TOP VIEW 42" HIGH WALL 1/4 1 PANEL COPING COPING AND FINISHED NOT SHOWN WATER LEVEL FLOOR BY OTHERS REF. - 24" DIAG. 3.4 39" 3'-6" 1 FLOOR DRAIN 24" 9„ 16'-9" NOTE:ACCESS MUST SIDE VIEW ALWAYS BE MAINTAINED TO 1/4" = 1' COPING AND FINISHED THE FRONT POOL PANEL, - -FLOOR BY OTHERS WHERE HYDRAULIC AND WATER-QUALITY SYSTEM CONNECTIONS ARE MADE. REF. DIAG. 3.3 NOTE: 18"OF ACCESS TO THE REAR AND SIDE PANELS IS REQUIRED IF LIGHTS AND/OR JETS ARE INSTALLED. LIGHTS AND JETS ARE ALWAYS INSTALLED IN THE TOP HALF 9" 60" 12" OF THE PANEL. BOTH LIGHTS AND g_6 JETS FIT UNDER THE 6-1/2"TOP FLANGE OF THE POOL PANEL. END VIEW 1/4" = 1' i ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 2.4/998 Deeper Area Option Aboveground: Configuration 6 14'-0" USTANDARD •'• ."..'*.'*,..*,.. .."..".. ' 71-0" ENDLESS POOLT", TX14' SWIMMING AREA. 8 1 IF TOP VIEW 1/4" = 1' WATER LEVEL t 24" .FLOOR DRAIN OR SUMP 39" 3'-6" VARIABLE-DEPTH DEEPER AREA 7177777777777 2'-6" 9'-0" 2'-6" MIN. MAX. MIN. NOTE:ACCESS MUST SIDE VIEW ALWAYS BE MAINTAINED TO THE FRONT POOL PANEL, 1/4" = 1' WHERE HYDRAULIC AND WATER-QUALITY SYSTEM CONNECTIONS ARE MADE. REF.DIAG. 3.5 NOTE: 18"OF ACCESS TO THE REAR AND SIDE PANELS IS REQUIRED IF 12" 14 60" 12" LIGHTS AND/OR JETS ARE INSTALLED. LIGHTS AND JETS ARE ALWAYS END VIEW INSTALLED IN THE TOP HALF OF THE PANEL. BOTH LIGHTS AND JETS FIT 1/4" = 1' UNDER THE 6-1/2"TOP FLANGE OF THE POOL PANEL. t ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 2.5/1001 Deeper Area Option Partially Inground: Configuration 9 STANDARD ENDLESS POOLTm 7' X 14' SWIMMING AREA 14'-0" —� I I '.DEEPER AREA'.••'.••'.••'.••'.••'. T-0 I 8'-1" I L_ MAINTAIN XMINIMUM TOP VIEW OF 18"HORI_ZONTAL THETOP 1/4" = 1' ```�- 42"HIGH WALL PANEL- ACCESS-TO TOP COPING NOT SHOWN 1."' 18"OF THE,FRONT r. PANEL ` —►� 18" WATER LEVEL 3 i tr 18" (MIN.) REF. — 39111777 SAS DIAG. 3.2 r24" ( AX.) j 17 VARIABLE-DEPTH DEEPER AREA 7" FLOOR DRAIN T ' OR SUMP 12" 2'-6" 9'-0" 2'-6" MIN. MAX. MIN. 15'-7" NOTE:ACCESS MUST SIDE VIEW ALWAYS BE MAINTAINED TO 1/4" - 1' THE FRONT POOL PANEL, NOTE: 18"OF ACCESS TO THE WHERE HYDRAULIC AND n REAR AND SIDE PANELS IS WATER-QUALITY SYSTEM I j REQUIRED IF LIGHTS AND/OR JETS CONNECTIONS ARE MADE. / l ARE INSTALLED. LIGHTS AND "'JETS ARE ALWAYS INSTALLED IN REF. ' I THE TOP HALF OF THE PANEL. �- l j' DIAG. 3.1IR BOTH LIGHTS AND JETS FIT UNDER THE 6-1/2"TOP FLANGE OF THE FOOL PANEL. 7" 60" 12" 8'-2" END VIEW 1/4" = 1' z ENDLESS POOLS, INC.•TECHNICAL SPECIFICATIONS DIAGRAM 2.6/102 Deeper Area Option Fully Inground: Configuration 10 STANDARD .14'_0" 'i ENDLESS POOLTm 7'X 14' SWIMMING AREA . . . . . . . . . . . . . 70 ..-.••DEEPER AREA'.';.';.';.':.':. . 8'-1 TOP VIEW 42" HIGH WALL 1/4" = 1' PANEL COPING COPING AND FINISHED . NOT SHOWN_ WATER LEVEL FLOOR BY OTHERS 24 REF. — 39" STANDARD DIAG:3.4 ENDLESS POOLT"^ �. TX14' VARIABLE—DEPTH DEEPER AREA SWIMMING AREA 9" FLOOR 24" DRAIN OR 2-6" 9'-0" 2'-6" SUMP MIN. MAX. MIN. 16'-9" SIDE VIEW NOTE:ACCESS MUST 1/411 - 1' ALWAYS BE MAINTAINED TO COPING AND FINISHED THE FRONT POOL'PANEL, 1FLOOR BY OTHERS WHERE HYDRAULIC AND WATER—QUALITY SYSTEM CONNECTIONS ARE MADE. NOTE: 18"OF ACCESS TO THE REAR REF. AND SIDE PANELS_IS REQUIRED IF TS AND/OR JETS ARE DIAG. L& ! 3.3,3.5 e INSTALLED. LIGHTS AND JETS ARE ALWAYS INSTALLED IN THE TOP HALF 9.. �— — — OF THE PANEL. BOTH LIGHTS AND " 60" 12" JETS FIT UNDER THE 6-1/2"TOP 21 FLANGE OF THE POOL PANEL. 8'-6" END VIEW 1/4" = 1' i ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 2.7/898 S General Arrangement Showing Different Pool Sizes: TX 14'; 8' X 14' d � 14'-0"01 STANDARD TOP VIEW 7 ENDLESS 5'-0" POOLTm: 8'-1" 1 7'X 14' SWIMMING AREA. 3 1/2" 3'-6" 3-6 END VIEW -► 1 -5 11'-2" 1'-5" SIDE VIEW a _ 15'-1"' 14'0" OF ( CUSTOM 1' 8'-0" WIDER TOP VIEW 6'-0" ENDLESS POOLTm: 8'X 14' SWIMMING AREA. 3 1/2" 3'-6" END VIEW - ►{1'-5" �- SIDE VIEW ENDLESS POOLS, INC. -TECHNICAL SPECIFICATIONS DIAGRAM 2.8/898 General Arrangement Showing Different Pool Sizes: TX 13'; 8' X 13' 13'-0" OF j 1,_0„ ENDLESSPOOLTM TOP VIEW -° 5'-0" TX 13' NOT TO SCALE 8'-1 SWIMMING AREA. 1'-0" 3 1/2" 3'-6" 3' 6" END VIEW ►�1'-5" 10'-2" -►{1'-5" SIDE VIEW J 13'-0" PF 1 -011 WIDER TOP VIEW 8'-0" ENDLESS POOLTm: 6-0" 8'X 13' 9'-1 SWIMMING AREA. 3 1/2" 3'-6" 3'-6" END VIEW [A ►)1'-5" 10'-2" 1'-5" �- SIDE VIEW ENDLESS POOLS INC. •TECHNICAL SPECIFICATIONS DIAGRAM 2.9/898 General Arrangement Showing Different Pool Sizes: TX 12'; 8' X 12' 12'-0" OF 1'-0" I ENDLESS T-0" �LTM: TOP VIEW 6_01. TX 12' 8'-1 SWIMMING AREA. 3 1/2" 3'-6" 3'-6" END VIEW -►I 1 5 I 9'-2" 1 5 SIDE VIEW .12'-0" OF WIDER 8'-0" ENDLESS POOLTm: TOP VIEW 6-_0" 8'X 12' 9'-1" SWIMMING AREA. 1'-0" 3'-6" 3'-6„ END VIEW LIA - ►I 1'-5" 9'-2" SIDE VIEW .r ENDLESS POOLS Tech nical Specifications SectionThree: Detail Sections forAlternate Pool Configuration 3.1. Partially Inground Endless.Pool: Side Wall 3.2 Partially Inground Endless Pool: Front Wall 3.3 Fully Inground Endless Pool: Side Wall 3.4 Fully Inground Endless Pool: Front Wall 3.5 Deep-End Endless Pool: Side Wall 200 E. Dutton Mill Road, Aston, PA 19014 Tel: 610.497.8676 Fax: 610.497.9328 www.endiesspools.com swim@endlesspools.com ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS. DIAGRAM 3.1/700 Endless PoolTM Partially Inground: Side View SYNTHETIC COPING, (REF.TECHNICAL BULLETIN#4 FOR DETAILS&SECTION 5 FOR ALTERNATE COPING DETAILS) LINER HANGER NOTE: �70 2"X 6"STUD SECURED TO Z-BRACE 18"CLEARANCE REQUIRED SUPPORTING FINISH,SUPPLIED BY ON POOL SIDES CONTAINING OTHERS. OPTIONAL JETS AND/OR LIGHTS. ACCESS MUST BE SIDING FINISH,SUPPLIED BY MAINTAINED FOR PERIODIC OTHERS. SERVICE 2"RIGID FOAM INSULATION GLUED TO OUTSIDE OF PANEL(NOT SHOWN), 0 � 12" � SUPPLIED BY OTHERS O ev °0 a o .o o a. a ° °° SIDE BENCH/WATER RETURN ° °° ° °0 a o BD I STAINLESS-STEEL CHANNEL ov . °o o °° 28-MIL PVC LINER WITH INSULATING ° FELT BENEATH o 0 0 ♦ 0 0 �° ♦ o ♦ :o° D° ,rQ °.0 8O ♦ e ° D ♦" ° 4. ° oo � o�° °Q. ° p° 0 ° ♦ °O ° p SMOOTH,LEVEL CONCRETE FLOOR ° ° ♦ , o ° 7" O° p O ANCHOR BOLTS MINIMUM (SHOWN),TENSION CLEARANCE STRAPS,OR REQUIRED CONCRETE COLLAR SECURING BOTTOM SECTION A-A FLANGE. 1" = 1'-0" POOL PANEL PROPULSION ASSEMBLY rA A KEY PLAN Endless Pools, Inc. • Technical Specifications DIAGRAM 3.2/700 Partially Inground Endless PoolTM : Front Wall 18" (MIN.) SYNTHETIC COPING .(REF.TECH.BULLETIN#4 FOR DETAIL&SECTION 5 FOR ALTERNATE COPING DETAILS) REMOVABLE S LINER HANGER IDING _ _ s AND FLOOR ACCESS STAINLESS STEEL GRAB PLATE ,r BAR SECURED TO I PROPULSION HOUSING FLOOR RECESS I MAINTAIN A MINIMUM 1 SKIMMER OF 18"OF HORIZONTAL ACCESS TO TOP 18" THRU-WALL FITTINGS OF FRONT PANEL FINISH,SUPPLIED BY 17" � OTHERS ° 9 ° 00 oQ ° ° °° °°T � a 24" MAX. a O °a° 28-MIL PVC LINER WITH ° INSULATING FELT BENEATH O , a i °O° /FLOOR D° -bo OVa 0 0 O 0 ao o. ,° °°o" SMOOTH,LEVEL CONCRETE ° 12" ° D ° ° ° ° FLOOR(BY OTHERS) o DRAIN POOL-FRONT CLEARANCEP NECESSARY FOR PARTIALLY ANCHOR BOLTS(SHOWN), INGROUND INSTALLATIONS TENSION STRAPS,OR CONCRETE COLLAR SECURING O ANCILLARY EQUIPMENT. BOTTOM FLANGE CONDUIT IS REQUIRED FOR: SECTION A-A •2 HYDRAULIC HOSES (3/4" DIAMETER); 1" — 1'-0" FLEXIBLE CONDUIT WITHOUT JOINTS, SWEEP BENDS WHERE REQUIRED •2 WATER QUALITY SYSTEM LINES (1 1/2" PVC, SCHEDULE 40, 2"O.D.) PROPULSION •2 OPTIONAL HYDROTHERAPY JETS LINES ASSEMBLY (1 1/2" PVC, SCHEDULE 40, 2" O.D.) A A •POWER FOR SUMP(SUPPLIED BY OTHERS)OR OPTIONAL LIGHTS KEY PLAN h • 1 SPARE LINE ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 3.3/898 Fully Inground Endless PoolTM: Side Wall FINISHING MATERIAL SUPPLIED BY OTHERS REINFORCED CONCRETE o 2 1/2" o r o ° °• OPTIONAL BULLNOSE COPING (REF. DIAG. 5.3) e og° A , ?. a• •. o 2"RIGID FOAM INSULATION ° a °s GLUED TO OUTSIDE OF PANEL(NOT SHOWN), ° .o SUPPLIED BY OTHERS . o ° 'a' °°` ;°,. POURED CONCRETE OR e °a• ° CONCRETE-BLOCK 3'-6" °° ,B, WALLS n A ° o a ° o � 12° —� d o o ° . .0 o oa° n 8 0 ° < ° °� 17 o 28-MILL PVC LINER WITH INSULATING FELT BENEATH ° °e• ° �°6 0 SMOOTH,LEVEL CONCRETE ° ° °. FLOOR(BY OTHERS) o� ° °o oOro ° o e D. 8> �,o o o • ° a° ° C p ° 0 O �° O O 4 O QO y O . ° • 0 pa 40 0 • e e0 o ° a o °•Q ° o D ° ° o• • o o ANCHOR BOLTS, 7"to 18" TENSION STRAPS,OR CLEARANCE SECTION A-A CONCRETE COLLAR SEE BELOW 1„ — 1'-0" SECURING BOTTOM FLANGE. CLEARANCE DEPENDS ON THE ANCHORING SYSTEM USED: •MIN.7"CLEARANCE REQUIRED FOR STANDARD TENSION - STRAPS OR BLOCKING ANGLE WITH ANCHOR BOLTS •MIN.9"CLEARANCE REQUIRED FOR CONCRETE COLLAR A •MIN.18"CLEARANCE REQUIRED ON POOL SIDES CONTAINING OPTIONAL JETS AND/OR LIGHTS. ACCESS EITHER WITH A REMOVABLE FLOOR PLATE OR FROM BELOW A KEY PLAN MUST BE MAINTAINED FOR PERIODIC SERVICE ENDLESS POOLS, INC.•TECHNICAL SPECIFICATIONS DIAGRAM 3.41998 Fully Inground Endless POolTM Front Wall FINISHING MATERIAL SUPPLIED BY OTHERS SPEED-CONTROL KNOB OPTIONAL BULLNOSE COPING (REF. DIAG. 5.3) p go Q oo . STAINLESS-STEEL GRAB BAR SECURED TO PROPULSION ° e a HOUSING A a SKIMMER O THRU-WALL FITTINGS POURED CONCRETE OR °aa CONCRETE-BLOCK WALLS. o ° u CONDUIT TO ANCI LLIARY EQUIPMENT 28-MIL PVC LINER WITH (DIAGRAM 3.2) . INSULATING FELT BENEATH 0 SMOOTH,LEVEL CONCRETE °a I FLOOR(BY OTHERS) 10 ° S O G u ` .• a °° G '• � O p . .. ° O - G ,° O 0 - � i p a O o 7 p p e e ° FLOOR DRAIN 24" OR SUMP NOTE:CLEARANCE MUST BE A SECTION A-A MINIMUM OF 18" AT FRONT. 1 il = 11_0" A PREFERABLY MORE. PERMANENT ACCESS MUST BE MAINTAINED TO THIS FRONT PANEL,EITHER FROM THE SIDES OR WITH A REMOVABLE SECTION OF DECKING AT POOL FRONT. OPTIONAL RETRACTABLE SECURITY PROPULSION ASSEMBLY COVER WHEN INSTALLED AT FRONT OR REAR REQUIRES 21"CLEARANCE. A A KEY PLAN 9 ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 3.5/7OO Deeper Area Endless POOITM: Side Wall REINFORCING CHANNEL LINER HANGER I I POURED CONCRETE OR BLOCK WALLS 2"RIGID FOAM INSULATION I (NOT SHOWN),SUPPLIED IBY OTHERS ISTAINLESS-STEEL BENCH IANCHOR BOLTS,ANCHOR IBOLTS WITH BLOCKING I I I ANGLE,OR CONCRETE COLLAR SECURING BOTTOM FLANGE. I I I DEEP-END WALL FINISHED FLUSH WITH WALL OF Li BENCH,USING CONCRETE OR ° ° B CONCRETE-BLOCK WALLS 7" ° a AND EASING THE EDGE TO 4- MIN. PROTECT THE LINER. ° CLEARANCE PARTIALLY D° % 28-MIL PVC LINER WITH INGROUND 12" INSULATING FELT BENEATH a (DIAG. 3.2) MIN. 9" to 18" CLEARANCE 0 . FULLY INGROUND °a .0 g° (DIAG. 3.3) a. ° 4 •a { SECTION A-A REINFORCING4! — 1 ��11 CHANNEL DEEP EN A A KEY PLAN i F ENDLESS POOLS SpecificationsTechnical Section Four: Alternate Anchoring Details 4.1 Endless Pool: Bottom Flange Optional Tension Strap Detail 4.2 Endless Pool: Bottom Flange Angle Anchor Detail 4.3 Endless Pool: Bottom Flange Concrete Collar Detail " 1 . 200 E. Dutton Mill Road, Aston, PA 19014 Tel: 61 0.497.8676 Fax: 61 0.497.9328 www.endlesspools.com swim@endlesspools.com ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 4.1/898 Endless PoolTm Bottom Flange Optional Tension Strap Anchor Detail ZEE-BRACE i i GALVANIZED STEEL PANEL i i 28-MIL PVC LINER i 2" RIGID FOAM i INSULATION,SUPPLIED i BY OTHERS i 3/8" NUT AND BOLT i 1/8" INSULATING i POOL FELT i OPTIONAL TENSION STRAP ANCHOR ' SYSTEM 1 1/4" i RETURN ' SMOOTH,LEVEL LEG OF i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � CONCRETE FLOOR BOTTOM 3 1 i2" (BY OTHERS) FLANGE BOTTOM FLANGE °° d �o . g, ° De ° 6° o e D ° ° a° o Q ° °'° I� 'P° ' ' °o . ° ° °° p° � ° ` '�° °'° °. a e O c o ° o ° O �J° D ° o ° ° ° - ° . o e °,°° g°o A a e° o ° ° Do d° S. o Q o °° Q � 1QQ a° �° a° O d° 7 °°°° , . ° , p O D °• o°O ° • O ° •O° o ' °•° o 8 ^.o° o o DETAIL FULL SCALE ENDLESS POOLS, INC. -TECHNICAL SPECIFICATIONS DIAGRAM 4.2/1201 Endless PoolTm Bottom Flange Angle Anchor Detail ZEE-BRACE I I I NOTE: I EPI CANNOT BE I GALVANIZED RESPONSIBLE FOR THE I STEEL PANEL INTEGRITY OF THE I _ ANCHORING SYSTEM USED,AS THE SYSTEM IS I 8-MIL PVC RELIANT ON THE QUALITY I LINER OF THE CONCRETE FLOOR. - I I I I I I 1 1/2"X 1 1/2"X 1/8" GALVANIZED STEEL ANGLE 3 1/2" BOTTOM FLANGE 3/8" X 3" ANCHOR I 28 MIL PVC BOLTS 1 1/4" LINER OVER 1/8" RETURN INSULATING LEG OF POOL FELT BOTTOM FLANGE °°•o° ° a.-e 04 ° .o agm •� ° g•.� � D,��°a° o a, a.-e a° DETAIL FULL SCALE 1 MINIMUM ANCHORING PLAN ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 4X700 Endless PoolTM: Bottom Flange Concrete Collar Detail NOTE: EPI cannot be responsible for the integrity of the anchoring system used,as the system is reliant on the strength of the retaining wall against which the concrete collar will bear. ZEE-BRACE i GALVANIZED STEEL PANEL e o v e p °B D 3 1/2" ° 28 MIL PVC —LINER OVER 1/8" INSULATING POOL L FELT D 0 v Q o ° O a ° Q e ° °o °° D ° ° ° •�° •o ° ° °° e ° D 00. . ° D e ae ° ° g ° a` ° ° �e` > e e DETAIL ' NO SCALE CONCRETE COLLAR AGAINST SOLID RETAINING WALL FOR INGROUND OR PARTIALLY INGROUND POOLS. WE RECOMMEND USING SAKCRETErm AT DISCRETE POINTS AROUND POOL PERIMETER AFTER PANELS ARE BOLTED AND SQUARED. —► MINIMUM ANCHORING PLAN ENDLESS POOLS �Technical Specifications a Section Five: Finish Details 5.1 Wood Coping System 5.2 Tile Coping System 5.3 Optional Bullnose Coping System 5.4 Finishing an Aboveground Installation I I 200 E. Dutton Mill Road, Aston, PA 1 901 4 Tel: 61 0.497.8676 Fax: 61 0.497.9328 www.endlesspools.com swim@endlesspools.com I ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 5.1/898 Wood Coping System SUITABLE ROT-RESISTANT WOOD COPING USING 2"X REFERENCE DIAGRAM 5.4, 3.1, 3.2 MATERIAL SUPPLIED BY OTHERS PLYWOOD SHIM BY OTHERS I SILICONE SEALANT STANDARD LINER HANGER, 1 1/2"WIDE X 3/8" HIGH I 1 1/4" I STANDARD VINYL LINER TOP FLANGE I EDGE("LINER BEAD") I GALVANIZED STEEL WASHER 6 1/2" SELF-DRILLING FASTENER I I SIDING ON I APPROPRIATE I I I 2"RIGID FOAM INSULATION, BLOCKING, SUPPLIED BY I I I SUPPLIED BY OTHERS OTHERS 28-MIL PVC LINER I 1/2" SECTION A-A HALF SCALE i POOL COPING NOTE: IT IS IMPORTANT TO SEAL THE PROPULSION UNDERSIDE OF THE WOOD AS ASSEMBLY WELL AS THE EXPOSED SURFACES. PAY CLOSE A ATTENTION TO THE SILICONE SEALANT AT THE WATER'S A EDGE. WOOD COPING IS BEST INSTALLED BEFORE THE KEY PLAN INSTALLATION OF THE LINER. ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 5.2/801 Tile Coping System TILE&GROUT,APPROPRIATE FOR WET CONDITIONS, BY OTHERS TILE BACKERBOARD AND ASSOCIATED MORTAR,BY OTHERS t SHIM, BY OTHERS SILICON SEALANT, BY OTHERS qo/ STANDARD LINER HANGER, 1 1/2"WIDE X 3/8" HIGH e STANDARD VINYL LINER EDGE("LINER BEAD") GALVANIZED STEEL WASHER 6 1/2" SELF-DRILLING FASTENER 2" RIGID FOAM INSULATION, BY OTHERS 28-MIL PVC LINER SECTION A-A NOTE: HALF SCALE Brace top flange of panels to reduce POOLCOPING <� flexure. PROPULSION ASSEMBLY A KEY PLAN I ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 5.3/998 Optional Bullnose Coping System TILE SET IN FLEXIBLE REFERENCE DIAGRAM 3.3 MORTAR. TILE AND MORTAR SUPPLIED BY OTHERS 1/2" ►{ D o ° 2 1/2" as g° '° ° ° ° •� o° D REINFORCED CONCRETE, a Q'° °O �° ° ° let SUPPLIED BY OTHERS 'D ALUMINUM BULLNOSE CONCRETE-RETAINING LINER 0 HANGER(OPTION) GALVANIZED STEEL WASHER SELF-DRILLING FASTENER SILICON SEALANT AROUND PERIMETER 2"RIGID FOAM INSULATION, SUPPLIED BY OTHERS 28-MIL PVC LINER SECTION A-A HALF SCALE NOTE: EPI CAN SUPPLY AS AN OPTION THE ALUMINUM BULLNOSE CONCRETE- POOL COPING RETAINING LINER HANGER SHOWN HERE. THIS LINER HANGER SERVES AS A RECEPTOR FOR CONCRETE,OR CONCRETE AND TILE,DECKS. THIS SYSTEM INCLUDES 6"RADIUS CORNERS. WITH THIS SYSTEM, PROPULSION A SUPPORTING SURFACE BELOW THE LEVEL ASSEMBLY FOR THE TOP FLANGE OF THE PANEL MUST BE BUILT TO ACCOMODATE CONCRETE. A A KEY PLAN ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 5.4/900 Finishing an Aboveground Installation REQUIRED MATERIALS - FOR 2 X 10 CEDAR W/EXT. STANDARD ENDLESS POOL URETHANE FIN TWO EXPOSED SIDES FINISH ` WOOD SHIM 9 1/4 (ONE LONG &ONE SHORT) I 2-2 x 10 x 16'CEDAR 2-2 x 10 x 10'CEDAR 211 52- 1 x6X42"T&GCEDAR 25'- 1 x 4 CEDAR BASE 2 X 4 BLKG 24'-2 x 4 BLOCKING 46'- 1/2"WOOD SHIM 23'-2 x 4 PRES.TRTD. PLATE 1 X 6 T&G SEALANT BETWEEN 140 SF-2" RIGID INSUL. BD. CEDAR W/ LINER HANGER& MISC. FASTENERS- NAILS, SEALER COPING BOLTS&ADHESIVE ALTERNATE: DELETE 1 x 6 T&GCEDAR;ADD 3-4'x8' POOL PANEL- REF. 1.4/898 - 5/8"TEXTURED(T1-11) PLYWD. OPTIONAL RIGID INSULATION BD. 42„ 8 3/4" THREE EXPOSED SIDES (ONE LONG &TWO SHORT) 2-2 x 10 x 16'CEDAR 2-2 x 10 x 10'CEDAR TREATED 2X4 72- 1 x 6 X 42"T&G CEDAR PLATE =-- 34'- 1 x 4 CEDAR BASE 32-2 x 4 BLOCKING 1X 4 CEDAR -_ 46'- 1/2"WOOD SHIM BASE 32-2 x 4 PRES.TRTD. PLATE =- 140 SF-2" RIGID INSUL. BD. FLOOR SLAB MISC. FASTENERS-NAILS, BOLTS&ADHESIVE ALTERNATE: DELETE 1 x 6 1 T&G CEDAR;ADD 4-4'x 8' 5/8"TEXTURED(T1-11) PLYWD. TYP. POOL WALL SECTION WITH FINISHES ENDLESS POOLS Technical Specifications Section Six: Options 6.1 Endless Pools Options Overview 6.2 Optional Hydrotherapy Jets 6.3 Optional Stainless Steel Corner Step 6.4 Deeper Option Liner Specification Form 6.5 Retractable Security Cover Option: General Arrangement Showing Clearances 6.6 Retractable Security Cover Option (below coping mount) _ 6.7 Optional Full Depth Stair 200 E. Dutton Mill Road, Aston, PA 1 901 4 Tel: 61 0.497.8676 Fax: 61 0.497.9328 www.endiesspools.com swim@endlesspools.com I ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 6.1/801 Endless PoOlTM Options Overview JETS AND LIGHTS CAN BE INSTALLED ON THE FRONT,SIDE,AND REAR PANELS. CARE MUST BE TAKEN TO AVOID THE STRUCTURAL ZEE-BRACES AND TO ENSURE THAT ACCESS IS MAINTAINED FOR SERVICE. RECOMMENDED LOCATIONS ON THE SIDE OR AT THE REAR OF THE POOL ARE SHOWN. OF o JETS °o oo ZEE-BRACE 000.0 0.0.o eo0��0000 0,0 0 0 - , 1 ao0000 . 0000 0 0 0 0 0 0 o 0 0 0 0 0 o0.000 0 0 0 0 0 0 0 , 00 0 0 0 0 OPTIONAL SWIM / GAUGE / SPEED CONTROL VALVE I I ON/OFF AIR .o.°o 0 o o BUTTON FOR POOL I 000 . 0000 o,000000 .00 0 ON/OFF AIR — 24" LIGHTS BUTTON FOR JETS I OPTIONAL ZiCORNERSTEP PLAN (LOCATED IN RETRACTABLE SECURITY 3/8" = V-0" SWIM MIRROR ANY OF THE COVER-ALLOW 24"WIDE FOUR CORNERS) CLEARANCE FOR ROLLER AND HANDLE, SEE 6.6 �— 24" —►� I I 0 JETS JETS 0 24" 0 O 42" 4WITHOUT COPING 15� 17 SIDE SECTION CLEARANCES FOR ACCESS REQUIREMENTS: 3/8" = V-0" JETS ACCESS MUST BE MAINTAINED TO THE ZEE-BRACE I CONTROL CONNECTIONS AT THE FRONT PANEL LIGHTS OF THE POOL FOR THE SKIMMER,RETURN, DRAIN,AND VALVE ASSEMBLY. O ' 0 ' I I 18"OF ACCESS TO THE REAR AND SIDE 0 PANELS IS REQUIRED IF LIGHTS AND/OR JETS t : 0 I ARE INSTALLED. LIGHTS AND JETS ARE ALWAYS INSTALLED IN THE TOP HALF OF THE I j PANEL. BOTH LIGHTS AND JETS FIT UNDER ' THE 6-1/2"TOP FLANGE OF THE POOL PANEL. REAR WALL SECTION 3/8" = 1'-0" ENDLESS POOLS, INC.•TECHNICAL SPECIFICATIONS DIAGRAM 6.2"01 Optional Hydrotherapy Jets w HYDROTHERAPY JETS AND PIPING 1. GALVANIZED STEEL POOL SIDE VIEW PANEL, EXTERIOR VIEW --- - - ------- - -- ----- -- 2. 15"HEIGHT OF INTERIOR 9 9 I I 9• 9. I I I I STAINLESS STEEL BENCH 11 I I g. I I 6 I I 3. FEMALE SLIP UNION , �8. 11 I I 10 4. BALL VALVE 11 11' 5. FLEX PVC PIPE FROM 101110. I I 10" I JET PUMP g ' I I 8 I I 1 6. 1-1/2"MALE SLIP-FEMALE 11 I I I I SLIP ELBOW 3. 6. 11 3 11. 6. 11 2. 11 7. 1-1/2" FLEX PVC PIPE ---- t------ ----� --------- --------- ---------�----------aa--------- 8. JET ASSEMBLY 11 3. 9. 1/2"AIR STANDPIPE FOR 7. 3. 11 7 I I 11 7' JET VENTURI; LEAVE 1/4" I I I I I l CLEARANCE BELOW TOP 10. 12. 117. 14. 12.. 11 1 FLANGE OF POOL WALL FROM PUMP 10. 900 FEMALE SLIP-FEMALE SLIP ELBOW ZEE-BRACES 11. MALE SLIP GLUE PLUG TOP VIEW 12. 1-1/2" TEE FITTING U o p 4 (1� 10. $ 12. 12. 8. 12. JET PUMP 5. 6. 1: SUCTION LINE FROM POOL 4. 2. JET PUMP STRAINER BASKET 3. 3. 110/220V, 1 HP JET PUMP 2' 5 4. RETURN LINE TO POOL JETS 5. 6. 5. BALL VALVE 1� 3. 6. FEMALE SLIP UNION 6. SIDE VIEW 4. ® 2. :- The centrifugal pump for the hydrotherapy jets is similar to the water 1. 5.. 6. quality system recirculating pump. It is the same manufacturer and same model. However, it is 1 HP instead of the 3/4 HP pump a the water quality system. The jet pump is turned on and off by pressing an air button mounted TOP VIEW poolside which actuates a wall mounted air switch provided by EPI. This "AS-Multicombo"controller requires GFCI power and is connected to the poolside air button with a 1/4"vinyl tube. NOTE: 18"of access to the rear and side panels is required if lights and/or jets are installed. Lights and jets are always installed in the top half of the panel. Both lights and jets fit under the 6-1/2"top flange of the pool panel. I ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 6.3l701 Optional Stainless Steel Corner Step The stainless steel benches around the inside perimeter of the pool are connected in the corners with stainless steel corner covers. The corner step can be located in any of the four corners. To specify the location of your corner step use the diagram below: Front Left(FL) Front Right(FR) Rear Left(RL) Rear Right(RR). STANDARD ENDLESS POOLTm: F R R R 7'X14' SWIMMING AREA. 0 A.,f, R PLAN 1/4"= 1' CORNER . STEP 24" 1 42 FRONT SIDE ELEVATION 24" 1/4" = 1' ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 6.4/301 Deeper Option Liner Specification Form TO ORDER A CUSTOM DEEPER LINER FOR AN ENDLESS POOL FILL IN THE REFER TO DIAGRAMS 2.1, 2.4, 2.5, 2.6 INFORMATION BELOW _ BEFORE COMPLETING THIS FORM AND ORDERING YOUR DEEP END LINER NOTE: "A" AND "B" ARE THE INSIDE DIMENSIONS OF THE POOL. B "H" + "D" + "J" MUST EQUAL "A" OF "F" + "E" + "G" MUST EQUAL "B" DIMENSION: A= INCHES '.DEEPER A" B = INCHES '. . . . .10 . ;.•;.•;.•;. ;. C = INCHES D = INCHES E = INCHES F = INCHES G = INCHES TOP VIEW H = INCHES J = INCHES SIDE BENCH WATER LEVEL BOTH "H" AND"J" MUST BE >-12" 24° IMPORTANT 39" 3'-6" YOU MUST CHECK A LINER COLOR DARK BLUE (STANDARD) LIGHT BLUE C BLUE BLACK (TIE DYE) F" E" G" CUSTOMER NAME: B" owl CONTACT NAME: SIDE VIEW DATE: PHONE# : UPS SHIP TO ADDRESS: FRONT BENCH C MAIL OR FAX THE COMPLETED FORM TO: CUSTOMER SERVICE DEPT. H" D" 3° ENDLESS POOLS, INC. A" 200 EAST DUTTON MILL RD., END VIEW ASTON PA 19014-9944 FAX#: (610)497-8693 (FACING FRONT OF POOL) PHONE: (800)910-2714 i ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 6.5/800 Retractable Security Cover Option: General Arrangement Showing Clearances . COVER TRACK STANDARD SECURITY CO ENDLESS POOLTM: TX 14' SWIMMING AREA. 14'-0" T-0" T-1 ADD 1"TO INTERIOR 14'-8" WIDTH FOR TRACK 3 1/2" Track Length 3'-6" SPACING DIMENSION V-6" MINIMUM CLEARANCE FOR ACCESS 2'-0" I ' MINIMUM CLEARANCE FOR RETRACTABLE COVER 3'-6" RETRACTABLE COVER ROLLER MOUNTED AT REAR OF POOL 2'-0" MINIMUM CLEARANCE FOR RETRACTABLE COVER RETRACTABLE 3'-6" COVER ROLLER MOUNTED AT FRONT OF POOL NOTE: The retractable cover roller mechanism may be installed at the front or the rear of the pool. Installation at the rear of the pool is recommended. A 24"clearance must be provided for the system to be s installed properly. If the support brackets supplied by EPI are not used, carpentry must be provided to support the roller. A suitable coping system upon which the tracks will be mounted is also required. When the roller is mounted at the front of the pool it is recommended that extensions be added to the track to allow the leading edge of the cover to clear the controls at the front of the pool. Call Customer Service to request additional lengths of track. Alternatively,you may purchase additional lengths of hose which will allow you to mount the air button and control valve on the side panel. When the cover roller is mounted at the rear of the pool the full 24"should be utilized to assure that the leading edge clears the water surface. ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 6.6/801' Retractable Security Cover Option (Standard Below Coping Mount) -Lu• OPTIONAL SYNTHETIC, COPING SHOWN 16" COVER TRACK LINER HANGER Note:To Comply with COVER FABRIC ASTM F1346, dimension "A"must COVER be less than 4".- This ROLLER F can be accomplished using the standard EPI "Cover Roller Support Bracket" O 2 X 4 BLKG r CV � Q 6 1/2" 00 I O FIN. BY OTHERS I O POOL PANEL- REF.3.1 I 20 BRACKET BRACKET BRACE O 24" COVER ROLLER MIN. ROLLER CLEARANCE SUPPORT BRACKET 'A' POOL WALL SECTION W/ STANDARD COVER ROLLER MOUNT 4 1 1/2" A N z 1 1/2" 6 1/2" � N B to N N TO N ao T ao INSIDE POOL WIDTH PLUS 10" � 8 POOL-PLAN VIEW ROLLER-END VIEW 'B' ROLLER-PLAN DETAIL ENDLESS POOLS, INC. •TECHNICAL SPECIFICATIONS DIAGRAM 6.7/801 Optional Full Depth Stair S^- RETRACTABLE 11.911 THRU-WALL PIT SECURITY COVER CONNECTIONS FOR THE BELOW TRACK SKIMMER RETURN AND 00PI0 HYDRAULIC HOSE SHALL OCCUR AT FRONT PANEL \�F— 1�-5" I i I I I RECTRACTABLE OPTIONAL i — COVER ROLLE DEEPEND ALTERNATI E MOUNTED ONR FULL-DE THE BACK PROPULSIONI 10 1 — 39"WATER DEPTH STEP LOCA ON HOUSING I I 4 2" STEP I BENCH I 1'-0" 2'-0" 1 t - I - HANDRAIL PLAN VIEW EXTERIOR WALL HANDRAIL 5'-8"Person 2-6" FINISH BY 10" WATER LINE OTHERS 2 1/2"+/-COPING T` - - - - — — — — — 3/8" PROPULSION 291/8" — HOUSING 3/8" 3/8" M„ o' 3/8" 15" 8„ II OPTIONAL 1 DEEPEND—4w1 — — — LONGITUDINAL SECTION HANDRAIL 51/2" RETRACTABLE SECURITY 2" COVER TRACK PROPULSION UNIT&GRAB BAR I IF-DO I L-- IPH TRANSVERSE SECTION � � `-.. -�� I �: n i ��-' _ .:� ,- . 1 ,'Y �.� �� - w .. �I IL Sl- S f / S •�i i i 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 MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 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 LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(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 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, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES �/ Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION x • ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR '' AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS s : UTILITY: NSTAR Electric (Commonwealth Electric) CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: PREMISE DWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0261862 00 MANROSS BRUCE Cory Ostermann cf.MANROSS RESIDENCE vNORBENEFIT OF SHALL ITT BENDISCLOED IN WHOLE OR Comomp Mount Type C T SOLARCITY CIN Ma s�sTE": 181 SANDALWOOD DR 8.58 KW PV ARRAY i;�s olarCity PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH MODULES: COTUIT, MA 02635 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 24 Si. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARC TY INC. INVERTER' T: (650) 638-1028 F: (650)638-1029 SOLAREDGE # SE7600A-US002SNR2 5083675684 COVER SHEET PV 1 9/16/2015 (BB8)—SOL—CITY(765-2489) www.solarcity.com PITCH: 35 ARRAY PITCH:35 MP1 AZIMUTH: 112 ARRAY AZIMUTH: 112 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 35 ARRAY PITCH:35 2� MP2 AZIMUTH:292 ARRAY AZIMUTH:292 ,. owKI MATERIAL:Comp Shingle STORY: 2 Stories v ST UCTURAL No.51933 O _ �FGISTE�� _ ��CCCCCCS.S/pNp1 00 STAMPED & SIGNED (E) DRIVEWAY o FOR STRUCTURAL ONLY cn OInv AC00 Digitally signed by Humphrey M � - D O Kariuki „ Date: 2015.09.16 22:10:08 r p A 04'00' --- --- LEGEND o M (E) UTILITY METER & WARNING LABEL 3 h� INVERTER W/ INTEGRATED DC DISCO o N & WARNING LABELS DC DISCONNECT & WARNING LABELS Front Of HouseAC AC DISCONNECT & WARNING LABELS Q, DC JUNCTION/COMBINER BOX & LABELS : DISTRIBUTION PANEL & LABELS oD Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER 01 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR . -- CONDUIT RUN ON INTERIOR GATE/FENCE, 0 HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L=-J SITE PLAN N Scale: 1/8" = V E 0 11 8' 16 W CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: JB-0261862 00 CONTAINED SHALL NOT BE USED FOR THE MANROSS, BRUCE MANROSS RESIDENCE Cory Ostermann —�,;SolarC�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ..r` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 181 SANDALWOOD Z DR - 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'SORG MODULES �. COTUIT MA 02635 THE�SALE AND USES OF IZATION, EXCEPT ITHE RESPECTIVENECTION �TM (33) TRINA SOLAR # TSM-260PD05.18 ' za St.Martin Drl�,Building 2.2 urn 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN Z C C PAGE NAME SHEET: REV DATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. INVERTER: 5083675684 PV 2 9 16 2015 ) sOL- sY(7165B F: (65 w 638—f029 SOLAREDGE SE7600A—US002SNR2 SITE PLAN / / (BBB)-soL-CITY(ass-sees) ----l------ - i S1 S1 4,, y 4 ° (E) LBW (E) LBW • SIDE VIEW OF MP1 NTS 6 . SIDE VIEW OF MP2 NTs A � . - ER Y PA IN Y-CANTILEVER NOTES ` MP1 X-SPACING X-CANTILEVER Y-SPACING Y CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER S C G 1 LANDSCAPE 64° 24" STAGGERED' LANDSCAPE 64".,:. 24" STAGGERED . PORTRAIT 48". .17"' tl48" 1711 PORTRAIT : _ •. ARRAY AZI 112 PITCH 35 ARRAY AZI 292 PITCH 35 RAFTER 2X8 @ 16"OC ROOF AZI 112 PITCH- 35 STORIES:2 RAFTER 2X8 @ 16"OCROOF AZI 292 PITCH 35 STORIES: 2 CJ. .2x6 @16"OC Comp Shingle C J 2X6 @16" OC Comp Shingle : T F. ' �L . - PV MODULE _ 5/16 BOLT WITH.LOCK 3 INSTALLATION ORDER � R►uK►K. & FENDER WASHERS 0 o ST U TURAL -LOCATE RAFTER, MARK HOLE N0.51933 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT. �Fc TE�```o HOLE. 1s ZEP ARRAY SKIRT (6) ssioivps, L PILOT HOLE WITH ' (4) C(2)FPSEA OLYURETHANE SEALANT. ZEP COMP MOUNT C STAMPED & SIGNED (3) INSERT FLASHING. Y FOR.STRUCTURA>_ ONLY ZEP FLASHING C (3) (E) COMP. SHINGLE ` (E) ROOF, DECKING U (2)° INSTALL LAG`BOLT WITH 5/16 DIA STAINLESS (5) @5)] SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL .LEVELING FOOT WITH WITH SEALING. WASHER (6) BOLT & WASH.ERS. (2-1/2" EMBED, MIN). (E) RAFTER - - 1 STANDOFF CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT INFORMATION USED FOR THE J B-0261862 00 �� ' MANROSS BRUCE- MANROSS RESIDENCE Cory Ostermann �.�:, BENEFIT OF ANYONE EXCEPT SOLARGTY INC., MOUNTING SYSTEM: ' �•o SO�a�C �y:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 181. SANDALWOOD DR $.58 KW PV ARRAY : h�. . J® PART TO OTHERS OUTSIDE THE RECIPIENT'S MoouLEs COTUIT, MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH - Drive,Bulldfng 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOAR # TSM-260PD05.18 SHEET: REV.' DATE 24 St Matta D W.,M I I;7Z SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN. INVERTER: PAGE NAME T. (650)636-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC SOLAREDGE sE�sooA—usoo2sNR2 5083675684... STRUCTURAL VIEWS PV 3 9/16/2015 ( } _pn(7�2489): v„vsolercitycan GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO ONE (E) GROUND Panel Number:NoLabel Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE# SE760OA-US002SNR? LABEL: A -03)TRINA SOLAR TSM-260PDO5.18 GEN #168572 ROD AND ONE (N) GROUND ROD AT Meter Number:2238261 Tie-In: Supply Side Connection Inverter; 7600% 240V, 97.57.; w Unifed Disco and ZB, RGM, AFCI . PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR PANEL WITH IRREVERSIBLE CRIMP Overhead Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E� 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER Disconnect CUTLER-HAMMER 4DC+ 10OA/2P 4 Disconnect 3 SOLAREDGE - A 40A SE7600A-US002SNR2 G MP1: 1x18 B GC 240V ------------------- ---------- ------------------- A L, �-- -I. (E) LOADS GND -- GND -- ------------------==- - GEC ---TN DG C MP2: 1X15 J . . E�--- --------------------- ------------- G J 1 N 1 - - (1)Conduit Kit; 3/4' EMT 1 W5- ORGANIZATION. C/GEC GECTO 120/240VSINGLE PHASEUTILITY SERVICE PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP OI1)Ground Rod; 5/8' x 8';Copper Q (1)CUTLER-HAMMER /DG222NRB V 03)SOLAREDGE�300-2NA4AZS MILSCO!IPC4/0-/6 ^ Disconnect; 60A, 24OVac, Fusible;NEMA 3R AC v PowerBox ptimizer,30OW, H4, DC to DC, ZEP DC Insulation Piercing Connector, Main 4/0-4, Tap 6-14 -(1)CUTLER- AMMER DG100N6S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL$E SUITABLE Ground reutral t; 60-10DA, General Duty(DG) nd (1)AWG 6, Solid Bare Copper -(1)CUTLER-HAMMER �DS16FK 1)Ground Rod; 5/8' x 8'. Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit (Z)FERRAZ SHAWMUT#TR40ass K5PV BACKFEED OCP (N) ARRAY GROUND PER 690.47(D). NOTE PER EXCEPTION NO. 2, ADDITIONAL 6 (t)[wTLER-HAMMER DG222UR8ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Disconnect; 60A 240Vac, Non-Fusible, NEMA 3R-0)CUTLER- AMMER DG100N6 Grounds eutral Kit; 6D-100A, General Duty(DG) 1 AWG 16, THWN-2,Block 1 AWG#8, THWN-2, Black 2 AWG J10, PV Wire,60OV, Black Voc* =500 VDC Isc -15 ADC ®�(1)AWG#6, THWN-2,Red L`L(1)AWG#B, THWN-2, Red O (1)AWG 86, Solid Bare Copper EGC' VmP =350 VDC Imp=13.2 ADC (1)AWG#6, THWN-2, White NEUTRAL VmP =240 VAC Imp=32 AAC L (1)AWG#10, THWN-2,White NEUTRAL VmP =240 VAC Imp=32 AAC (1{1Conduit Kit;,3/4',EMT. , , . , ,, ,, ,, ,Bare.Copper. GEC. . . :-(1)Conduit,Kit;.3/47 EMT. ... . . . . . , . • , , _ . .-(1)AWG 8,,TFIWN-2,.Green . , EGC/GEC-(1)Conduit,Kit;.3/4'.EMT. . , . . . . . . . (21 AWG#10, PV Wire, 600V,Black Voc* =50O VDC Isc -15 ADC* (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC . . . . . . . . (1)Canduit Kit;.3/4',EMT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . PRDIISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER �J g-0 2 618 6 2 O O ■CONTAINED SHALL NOT BE USED FOR THE MANROSS, BRUCE - MANROSS RESIDENCE Cory Ostermann :. ;SOIarCltyBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A•JNOR SHALL IT BE DISCLOSED IN WHOLE OR IN COm Mount T e C 181 SANDALWOOD DR 8.58 KW .PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES � COTUIT MA 02635TTHH AEE USES OF IN NHE CONNECTION (33) TRINA SOLAR # TSM-260PDO5.18 24 sL Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN C C PAGE NAME SHEET: REV. DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. IMF' 5083675684 PV 4 9 16 2015 T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE760OA-US002SNR2 THREE LINE DIAGRAM / / (ee6>-sa-aTM(765-246s) w.r.solar�Ry.�«a WARNING:PHOTOVOLTAIC POWER SOURCE -•- • • • • • • • • WARNING WARNING ' ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS • 1 THE DC CONDUCTORS OF THIS • 1 •- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE : PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDEDAND ••- IN THE OPEN POSITION MAY BE ENERGIZED DISCONNECT ••1 .• • • PHOTOVOLTAIC POINT OF INTERCONNECTION MAXIMUM POWER-® _ A � WARNING: ELECTRIC SHOCK •• POINT CURRENT(Imp) ••- HAZARD. DO NOT TOUCH '•1 ••1 MAXIMUM POWER-®V .•1 TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT®A DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC .•- • • OPERATING VOLTAGE V WARNING ELECTRIC SHOCK HAZARD IF AGROUND FAULT IS INDICATED '•1 NORMALLY GROUNDED .•- • • CONDUCTORS MAY BE CAUTION UNGROUNDED AND ENERGIZED DUAL POWER SOURCE - ••- SECOND SOURCE IS ••1 •, PHOTOVOLTAIC SYSTEM WARNING ' ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS ••1 CAUTION '• TERMINALS ON BOTH LINE AND ••- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM ••1 • IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING '• INVERTER OUTPUT • •" • - • CONNECTION ' 1 • PHOTOVOLTAIC AC DO NOT RELOCATE • _ DISCONNECT �•• THISODEVCERRENT • • MAXIMUM AC A ' '• OPERATING CURRENT •.• MAXIMUM AC OPERATING VOLTAGE _ V ••1 1 1 1' 1 1 1 1 1 1• 1 San Mateo,CA 94402 / 1 / •! 1' 1 • 1 1 •- I 1 1 1638-1029 1 1 1 1 45olarCity I ®pSolar Next-Level PV Mounting Technology 116olarGty ®pSolar Next-Level PV Mounting Technology Components Zep System _ for composition shingle roofs Up-roof -. Interlocks %- Ground Zep (ir y side vn) _6 . ..,w_-.•�.. Level4g Fom_I--'_'". `•� III - 01 .. - Zep Compatibto PV Nodulc .. .. Zep Groovc .. - Array Skirl - ti _ °�� Description r % m PV mounting solution for composition shingle roofs �pCGMPPrOV Works with all Zep Compatible Modules o • Auto bonding UL-listed hardware creates structual and electrical bond Zep System has a UL 1703 Class"A"Fire Rating when installed using V� LISTED modules from any manufacturer certified as"Type 1"or"Type 2" Comp Mount Interlock Leveling Foot Part No.850-1382 Part No.850-.1388 Part No.850-13W . Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 specifications Block to UL 2703 Designed for pitched roofs P • Installs in portrait and landscape orientations Zep System supports.module wind uplift and snow load pressures to 50 psf per UL 1703 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 for spans 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 UL 2582 for Wind Driven Rain Part No,850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1.565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 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 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.00m. - 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. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 1.of 2 02 27 15 ZS for Comp ShingleCutsheet Rev 04.pdf Page: 2 of 2 - • i ' i solar - . . r - . sola SolarEdge Power Optimizer Module Add-On for North America p P300 / P350 / P400 SolarEdge Power Optimizer Module Add-On For North America Ifor P300 P400' PV (for�2SceIIPV for 6B-cceell FV modules) modules) modules) P300 / P350 / P400 ■ IINPUT a. Rated Input DC Pbwer•a� 300 350 - 400 W ..........:.............................................. ............. Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60. 80 Vdc - - ............................ .... ................................... ........ .......... .... ........ ...... ....... .... ..... MPPT Operating Range.......:..: 8 48 8-60 - 8--80 Vdc Maximum Short Cucwt Current(Isc) 10 Adc .✓ .:. ■ .. .............. ....................... ..... ..... ... ... .... ......... ....... - - _ ,. - _ .- •.Maximum DC Input Current - 12.5. ............................................. ......... ...... .... .. ._ - . Maximum Efficiency 99.5. ....%... .. ....................................... .................... . Weighted Efficiency .. ......... ...98.8... ..... ... ...%.. . ....... ................................................... ......................... ... ...... ... ............... .. + Overvoltage Category II' . . . I OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER). - _ Maximum Output Current _ - 15 - .- ...............Output ........................................................................................................................................... ............ Maximum Output Voltage 60 Vdc ' ■ _ - OUTPUT DURING STANDBY(POWER OPTIMIZER.DISCONNECTED FROM INVERTER OR INVERTER OFF) r - n Safety Output Voltage per Power Optimizer T 1 - Vdc ` ' - r .t : STANDARD COMPLIANCE I - F..+ �y•' EMC......... .........-............................ FCC PartlS ClassB IEC61 0006-2 IEC6100 0 63 . .••••..• ............. ....... :.......• Safety EC62109-1(class II safety),UL1741........ ..................... ... .... ••.•. .................... .. .... ... . ...•.. ....... ............_.. - - .RoHS yes - _ n.INSTALLATION-SPECIFICATIONS '-� .. .. Maximum Allowed System Voltage. 1000 `• Vdc - Dimel: ions(W x L x H) ' 141x212x4o.5/5.55x8.34x1.59 mm/in - - .......................... ..................... ... ........ ........................................... .... ..................... ............. . . :Welght,mduding cables) .......................... ............................. ..gr/lb.... - - Input Connector MC4/Amphenol/Tyco •- ............................................................................................................................................................. .............. . - - e - Output Wire Type/Connector Double Insulated Amphenol r ..........................:.......:..:..............:....................................... ... .............................. ........... . ,., Output Wue Length ......0:95/3.6 I...... 1.2/3.9 m/ft. ......................................................:............. ......... ... .. ......... .. ... Operating Temperature Range.....:.................:.............. ...............:............40 +85/-40 +185 ...C./�F... IP65/NEMA4. . Protection Raring ) - - - RelativeHumidity...:..... ................... ......... .. ......0 100 %- ..... �t�PateA srz gweraf[M1e maEuk Motlule of uPto aS%power tolennrealloweE - = - - _ - L 1.�= SINGLE PHASE.. SASE yratt - - 't PV SYSTEM DESIGN USING A SO AREDGE, _ -THREE PM THREE PHASE )INVERTER,^ - :. b, ".� 208V0.,4 ..w 480V. . . . n . . PV,pOWer optimizationat'the rT10dUlEt-IE VEI Minimum String Length(Power Optimisers) 8 10 18 'Up to 25%more energy - - - - - Maximum String Length(Power Optimizers) .... QS 25 S0 „ - - .... ..... ... ... .... ....... ...... ........ ....... MaximumPower per String '5250 - 6000 - 12750 - W —Superior efficiency(99.5%) - .:..................................,....:...........:...................-.....:............ ,..::.:..... ..... .. .... ... .. ..... ............ ......... ............ ...... Parallel Strings of Different Lengths or Orientations Yes —.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 - - Module-level voltage shutdown for installer and firefighter safety - USA GERMANY'- ITALY - FRANCE - JAPAN CHINA ISRAEL - AUSTRALIA WWW,SOIBfECI ge.u5 ul'�'-•L. - - -. _ - 6 A& THE Trtmamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE - ELECTRICAL DATA @ STC , uni1 Peak Power Watts-P-(Wp) f 245 � - 250 .� 255 ` 260 94I Power Output Tolerance-PMAX(%) 0 +3 • IMaximum Power Voltage-VMP(V). 29.9 �� 30.3 30.5. 30.6 THE Trinamount o D o BO1 on .Maximum Power Current-IMPP(A) 8.20 ' 8.27 8.37 8.50 . , KWEP Open Circuit Voltage-Voc(V) 37.8 (' 38-.0 38.1 f - 38.2 '-09f1 Short Circuit Current (A) 8.75 8.79 8.88 9.00 . manwne Wore _ - - - 15.0 15.3 15.6 Module Efficiency r1m(�)- _ - 15.9 - I I f O D U L E STC:Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. ELECTRICAL DATA @ NOCT Maximum Power-P-(Wp) 182 ( 186 _ I .190 193 60 CELL ^_V E<< Maximum Power Voltage-VMP(V) 27.6 28.0 t 28.1 28.3 - - - ' Maximum Power Current-IMPP(A) � 6.59 6.65 C - 6.74 6.84 MULTICRYSTALLINE MODULE -.3GROUND�NGHOF 11 A A Open Circuit Voltage V Voc V .35.1 35.2 35.3 35.4 WITH TRINAMOUNT FRAME -owve earrSnart Circuit Current(A))Isc(A) ) 7.07 7.10 ff 7.17 7.27 NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed I m/s Poo5.l8 245-26OW Back View POWER OUTPUT RANGE MECHANICAL DATA - - W-� - Solar cells Multicrystalline 156 x 156 mm(6 inches) - ( Fast and simple to install through drop in mounting solution cell orientation 60 cells(6 x tot 7 (�%'�A `� - - Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) O O 6C �..�.i _ _ Weight - 21.3 kg(47.0 Ibs) j MAXIMUM EFFICIENCY _ Glass. }3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass !s. .,' "•.•.,� A-A Backsheet White . .Good aesthetics for residential applications FFame a um Alloy' mount Groove 1 Black Anodized Aluminium Trina • (J-Box IP 65 or IP 67 rated O +37 _ 1-V CURVES OF PV MODULE(245W) All /o �"`-'�/ r Cables �Photovoltaic Technology cable 4.0 mm'(0.006 inches'), to.00 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9m I - {Fire Raring Type 2 f Highly reliable due to stringent quality control 6m e°°W/m !rQI • Over 30 in-house tests(UV,TC,HF,and many morel 5. m As a leading global manufacturer f • In-house testing goes well beyond certification requirements- Lj 4m TEMPERATURE RATINGS - MAXIMUM RATINGS - -of next generation photovoltaic . 200 20OW/m' Nominal Operating Cell 44°C + Operational Temperature 1-40-+85°C products,we believe CIOSe Temperature(NOCT) � (-2°C) . cooperation with our partners °° !j Maximum System 60V DC(IEC) Temperature Coefficient of P_ -0.41%/°C Voltage 1000V DC(UL) • is critical to success. With local om ID.m 20.m 30m 4o.m 1 .. s presence around the globe,Trina IS - - - Temperature Coefficient of Voc 1-0.32%/°C Max Series fuse Rating (15A . able to provide exceptional service - - - _ - Temperature CoefFlcienT of Isc 0.05%/°C to each customer in each market \ Certified to withstand challenging environmental �. �� - _ ._J -, and supplement our innovative, 1 conditions , reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable ; ' 5400 Pa snow load WARRANTY partner. We are committed 10 year Product Workmanship warranty -to building strategic,mutually 25 year Linear Power Warranty beneficial collaboration with . .� - .. _ installers,developers,distributors (Please refer to product warranty for details) < and other partners as the - backbone of our shared success in - - - - - - pt - _ ` CERTIFICATION - drivingSmartEnergyTogether. LINEAR PERFORMANCE WARRANTY o aCD PACKAGING CONFIGURATION O Q 10 Year Product Warranty•25 Year Linear Power Warranty cmhew S�s Modules per box:26 pieces w Trina Solar Limited pieces www.irinasolaccom p L Modules per 40'container:728 - 3100% Add! i Nona)vo ro a oMR�a�. lve f - _ - • 0 90%. SOIor S Ilnepr N'aMonty • CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. - aoMPA�je rights reserved.Specifications included in this datasheet are subject to Trinasolar �80% ; _ - Trinasolar change without notice®2014 Trina Solar Limited.All ri 0 Am Smart Energy Together years s to s 20 zs Smart Energy Together °nrrPnSv - _ ._ _■Trinastandard^ _ © lndusuystandard THE T�inamount MODULE TSM-PDO5.18 Mono Multi Solutions -DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC , • . - : . . . . . nit•mm u � ..� Peak Power Watts-Pmaz(Wp) :250 f 255 I 260 ,I 265 941 .. ' • - t - �Power Output Tolerance-PMaz(%) 0-+3 - - c Maximum Power Voltage-v.,(V) 30.3 30.5 30.6 30.8 - T ❑r111a CYl O U I�1 t uernae11, eoz f _ Maximum Power Current-Imry(AJ. T 8.27 8.37 f 8.50 8,61 a. '. ea PUTE a Open Circuit Voltage-Voc(V) I, -:38.0 38.1 38.2 T 38.3 ..__. ll 1. .ttt �t ass.,3I HO Short Circuit Current-Isc(A) - 09 s 8.88 9.00 9.10 1 . . . . . - _ - Module Efficiency rim(�) f 15.3 15.6 } 15.9 16.2 . STC:Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AM1.5 according to EN 60904-3. - - M RULE® I, Typical efficiency reduction of 4.5%at 200 W/m2.accoriiing to EN 60904-I. I . . . . . . -. }. _ ELECTRICAL DATA @.NOCT . . . . _ .. . . CELL ^_ Maximum Power Voltage-V- 28.0 28..11 283+ - 28.4 - 60 V E<< Maximum Power-Pnaz.( �.-• m Po rent-Imry(A) 6.65 l 6.74 1 6.84 6.93 I M Ita i maximum Power r a v [ _ MULTICRYSTALLINE MODULE �° °�°°°°'�n°E PD05.18 A A Open Circuit Voltage[V)-Voc(V) 35.2 35.3 35.4 35.5 u-eorE. 7.27 WITH TRINAMOUNT FRAME Short Circuit Current(A)-Isc(A) 7.10 7.17 . 7.35 T.. _ 2 nt Temperature in P NOCT:Irradiance at 800 W/m2 Ambient em erature 20°C,Wind Speed 1 m/s� r f. 250-265W 8,2 ,BD . t ( Back view MECHANICAL DATA POWER OUTPUT RANGE ; Solar cells 1 Multicrystalline 156.156 mm(6 inches) J -. - � � . Fast and simple to install through drop in mounting solution Cell orientation 60 cells(b•1 O)b 99 m . 95 inches) j t Module dimensions �1 50• 2=40 m(64 •39.05 x 1.57' ties) ... -{Weight 19.6 kg(43.121bs) 16.2� - i _ _ � : Glass 1 3.2 min(0.13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY. Backsheet white %f-.'• .. _ A-A Frame Black Anodized Aluminium Alloy - - - J(J Good aesthetics for residential applications p ,_Bax IP 65 or IF 67 rated \ Cables Photovoltaic Technology.cable 4.0 mm2(0.006 inches2);. . ... . . . . yam./f �t.. i� � �. � � . . � : .. � � . . . . _ 0 A,+3/ ( - 11200 mm(47.2-inches) 0 - 1-V CURVES OF PV MODULE(260W) POSITIVE POWER TOLERANCE M. Connector H4Amphenoi _ I Fire Type I UL 1703 Type 2 for Solar City - Highly reliable due to stringent quality control a.� - \ • Over 30 in-house tests(UV,TC,HE and many more) i 7'0° As a leading global manufacturer \`i_�I • In-house testing goes well beyond certification requirements . > 600 so°w v� I TEMPERATURE RATINGS MAXIMUM RATINGS' - of next generation photovoltaic `�,�./ •-PID resistant pk` Nominal Operating Cell Operational Temperature L-40-+g5°C products,we believe close - - - - d Temperature(NOCT) t ° L - - - - cooperation with our partners 3.00 - Maximum system 1000V DC(IEC) is critical to success. With local : - : - - r 2.on Temperature Coefficient of P- t-0.41%/°C I Voltage 1000V DC(l1L) - - presence around the globe,Trina is 00 Temperature Coefficient of Voc {-0.32%/°C Max Series Fuse Rating 1 35A able to provide exceptional service ) °'0°° r° 20 30 Q sI ' Temperature Coefficient of Isc 0.05%/°C to each Customer in each market }/ Certified to withstand challenging environmental .and supplement our innovative, + Conditions i °Im••M reliable backing \products with the p 9 � 2400 Pa wind load t of Trina as a strong,bankable 5400 Pa snow load WARRANTY r partner. We are committed - - - 10 year Product Workmanship warranty - to building strategic,mutually CERTIFICATION beneficial collaboration with �� 25 year Power warranty installers,developers,distributors L -I 4L W (Please refer to product warranty for details) QI. and other partners as the - IBTEU `SP- o backbone of our shared success in g `. LINEAR PERFORMANCE.WARRANTY ❑ ❑ driving Smart Energy Together. m PACKAGING CONFIGURATION s `o 10 Year Product Warranty•25 Year linear Power Warranty aamr`aNT Modules per box:26 pieces w' Trina Solar Limited www.irinasolaccom ;,mo% ' f - - J� �.�Modules per 40'container:728 pieces - - Addlitlo - o nal 0 90% ,te a o/n TIIhO SO/ctr's 1lneaf M'a/fprt CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. OK PO,, Y ty .®2015 Trino Solar Limited:All rights reserved.Specifications included in this dotasheet are subject to tg - 13 80% change'without notice. Trinasolar _ Trinasolar Smart Energy Together Smart Energy Together A°ogPns`0 Years 5 10. 15. 2p 25� d d t Trinasanar - - -_, ,�� Industry srandard,��-, i Solar r ' - Single Phase Inverters for North America =@@ solar • • • SE3000A-US/SE380OA-US/SE5000A-US/SE6000A71LIS/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US SE5000A-US SE6000A-US SE760OA-US SE10000A-US SE11400A-US' OUTPUT f 9980 @ 208V SolarEdge _Single Phase Inverters • - � Nominal AC Power Output.. 3000 . .3800 ........... 6000 - 7600 .: 10000.9240y 11400 VA - 5400 @ 208V 10800 @ 208V • - Max AC Power Output 3300 4150 6000 8350 � 12000 VA For North America _ .......:. ........ .....:...:.. ... .5450 240V. :..... . ...... ......:... 10950.Pa240y. ................ - -...... ... AC Output Voltage Min.Nom.-Max.ltl ✓ ✓ 183-208-229 Vac - - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ ...Outp.... ............No .Ma.... ..............,. ..........:.........................,........... ........,......................... ............................. AC Output Voltage Min:Nom-Max 1�1 � � � � � � � v/ 211-240-264 Vac - - SE7600A-US/SE10000A-US/SE1140OA-US CF'r...........i ...................... ................ ............................5(wit..............setting:...-60-.................. ............:........,....... - AC Frequency Min.-Nom:Max.tt!...... .............. .:............59.3:60.60:5(with HI country setting 57.-60._60:5)............. ... Hz - 24 @ 208V 48 @ 208V Max Continuous Output Current...... .....12:5......I......16:... I .21.@ 240V...L.....25......I.. . .........I...42 @ 240V...I......32 47.5...........A..,.. - - GFDIThreshold - 1 - A - . " - Utility Monitoring,Islandmg Protection,Country Configurable Thresholds Yes Yes INPUT X Maximum DC Power(STC). .: 4050.,.... 5100• 6750 •...,.,•8300.•. 10250 .... 13500:._ 15350 - .............. -' - T'i � 4 - Transformer less.Ungrounded - Yes a - d 25 • .... ............. Max€� Input Voltage 500 ... _ m .feaf5 e Waltlf 'a J Nom;DC Input Voltage 325 @208V/.350 @ 240V Vdc. ............ .....�... .. 16.5 ..... 33 @ 208V..... Max Input Current1�1 9.5......L.....13......L15:6.�240y..L......18......I.. ...23.. L.30 5 @ 240V..L.....34.5..... Adc ...................................... . ....... w. - Max.Input Short Circuit Current 45 ...,..•,....•.....,,..•,.•...,, Adc l. ........................................... ................................ ....................... .....:.....:......... ...... - Reverse-Polarity Protection - Yes - ,e ........................................... ............................... ....................... ...... ............................................................. Ground-Fault Isolation Detection 600ko Sensitivity - r Efficient- ...7 98.2 98 3 98.3 98 98 98 °k .Maximum Inverter.........Y........... ....:........... .:............ '......... ..:.............I.......:....::.I.99S�•2,40V..I:...............I..........:........97 @ 208V...L.....................o...... - ' - f CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 .6 E 97S @ 240V.. ..,. - _ Nighttime Power Consum lion <2.5 <4 W - ADDITIONAL FEATURES f Supported Communication Interfaces R5485,RS232,Ethernet,IZigBee(optional) - i .......................... ......... . . ................... ............................. .. .. .... . _� Revenue Grade Data ANSI C12.1 Optional - . . ............... .................... ................... ........ ........ .... .... ............ ..... .... . ....... ......... ......... Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed14) - - STANDARD COMPLIANCE _ __ _ ...._-..- ..,% Safety ... ........... ......... ... ... .............. . .UL1741.UL3699B:UL3998:CSA 22.2 ............... ............... - . . . .. .... .. .... ......... .. Grid� Connection Standards IEEE1547, ...................................... ....... ....... ... ...... ... .......... .............. Emissions - FCC art15 class B _ INSTALLATION SPECIFICATIONS ' s output conduit size/AWG range 3/4'minimum/_16-6 AWG 3/4"minimum/8-3 AWG 1 ................. ........�.... ................... . ....�........... ..... ............................. . ............ ....... ......... DC input conduit size/#of strings/ minimum/1-2 strings/ •. -3/4 minimum/1-2 stings/16-6 AWG - �{ AWGrang?....h.. i....,.i.. ........ ....................... .5x 2AWG.. / ........... ..... • _ �:;" Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in'/ - ......•..•......•. ....30Sx12Sx7.2/775x315x184 - ................................ 775 x.315 x 260........ .!t?!?I. Weight with Safety Switch.... :...:. ..........51:2/23 2....:..:..L......... 54 7/24 7 88 4/40.1 ...lb/kg.. . . . . . . _ ......... ..... ..... ........ .... .... ......... ... Natu . , ,.+� As�^•.w• r� convection Cooling Natural Convection and internal Fans(user replaceable) - fan(user The best choice fog SolarEdge enabled systems ... ....... .. ... ..... ....... .... . .. ..:.......... re place able.... .... . ... .. .... . Noise .<25 <50 dBA Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance Min:Max.operas ng Temperature . 13 to+140/-25 to+60('40 to+60 version available ) 'F/-C - - Superior efficiency(98%) Rang?.....:............................. ................... - � � Protection Rating NEMA 3R ....................................... ....................................................................................................................................... - Small,lightweight and easy to install on provided bracket wForotherregionalsettngspleasecontactso;a,Eaae-ppon. la A higher current source may be used;the inverter will limit its input current to the values stated. - - - - Built-in module-level monitoring - P1 Revenue grade Inverter P/N:SEnaaA-US000NNR2(for 760OW inverter:SE7600A-US002NN112). - - - - - (4)Rapid shutdown kit P/N:SE1000-RSD-51. - - _Internet connection through Ethernet or Wireless - pl i0 version P/N:SEwpaA-USOOONNU4(for 7600W Inverter.SEMWA-U50021,41,11.14). - - - Outdoor and indoor installation Fixed voltage inverter,MAC conversion only - Pre-assembled Safety Switch for faster installation Optional revenue grade data,ANSI C12.1 . Om ®sunsaE[ RoHS USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHER LAN DS-ISRAEL WW W.SOI aredge.US •.