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0059 SETTLERS LANE
I� l i ;� r TOWN OF BARNSTABLE BUIL DING,PERMIT APPLICATION Map " 2� Parcel � ��� RNSTABLE AP?licatiorn Health Division q Date Issued PIM 4 � r Conservation Division Applicatioy�n Fie Planning Dept. _ PT"Permit Fee ��:� •�V r;Tsf1 ;rh3 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address _✓q se NHtrs Village W ° is ' Owner Q rtshnc, 0fL(1&.h Address Se�Lltrs utec Telephone77_4' q70— UGA Permit Request TO (0n,SkrQ(,V SE`e VIh4l Square.feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain n y Groundwater Overlay Project ValuatiAll WO Construction Type 0-01A� Lot Size o Jq71 sq k4- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Fam' (# units) Age of Existing Structure Historic House: ❑Yes I o On Old Kin 's Highway: ❑Y ❑ N g g f ges o Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other' / Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing,J /V new Half: existing new Number of Bedrooms: I existing _new Total Room Count (not in,luding baths): existing new First Floor Room Count Heat Type and Fuel: as ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION p/� �,� (§n C,om (BUILDER OR HOMEOWNER) �_ ►.''`�'_ — Name SWIMMA cs Telephone Number Address License # Home Improvement Contractor# 117 03t Email Ch►1 Worker's Compensation #� ALL CONSTRUCTION DEBRIS RESULTIN FROM THIS PROJECT WILL BE TAKEN TO Ulf SIGNATURE DATE Q FOR OFFICIAL USE ONLY " r APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER I DATE OF INSPECTION: FOUNDATION t "''FRAME `t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING D� D DATE CLOSED OUT i ASSOCIATION PLAN NO. I Tlie Commomveakh of Massachusetts . Departttrent ofrud.ust hd Acdderds Qjj' e oflymstigadom ' 600 Washutgton Street - Y Baston, ,M_4 02111 . " fe�vtt.�mos��r�vvfrtia . War•k-ers' Campensai Gn InsuranceAffidavit:BtdldetsIContracturs lectr cians/Plumbers AppHcitWhrmatiqn Pleases Print Name(Husiness'OrganRatiaufrntliaidndx S Inc Address: "I �i(1 CA —r Ld L L citwstatet : T o-% Pllonst 76`S-I St> Are u an employer?Check the appropriate bow Type of project(required):I_ I am a employer with . 4_ ❑I am a geaieral contractor and I 6_ New constiuctiun * have hired the soh-cvakcarfots employees(full andlor part-time)- 2_❑ Iam a sole propdetar orpar tner- listed on the attached sheet 7_ ❑Remodeling ship and have no employees.. These sub-confractors have g- ❑Demolition Working for me i a any capacity employees and ha,a rs vro&ers' ,9_ ❑Suildmg ad3ifiaddition.[No workers'comp_insin a"nce comp-in required-] 5. ❑ We are a corporation and its 10❑Electrical repairs or additions 3_❑ lama homeowner doing all work officers have exercised their 11_❑Plumbing repairs or additions myself[No workers'cuV- of exemption perMGL 12-❑Roofrepairs insuonce rewired j 1 c-152,§IM aadwe have no employees-[No workers' 13-❑Other comp_insurance required_) '?1uy&WBc atd atcherksbox rl nmst else fillouPthe sectioabeTawsbnsaag theirsvorkets'compersatiaapoTieyinfntmsFia� #SnmeawneSwho submit obis xffidzv7E2nffcztRZ t1ey aradmg Owa l and then bile outQdecontmctarssmst mffi=a newafadavit indirsainc snrh tCautsctrnsthat checkibis b=mast atterhed=addifians2 sheet shotang the dame of the sub-contwdutsand state whether or notfhose eaatkslw employees.If the mit-a atoctmshave employees,they=nTpmride their umrke&mmp.policy number. lam art erripIoyer tleatis pramzd*W workers'compemdiatt itmtrauce f br my enrpk-ees $etoty is filter policy and job Nae information Insurance Company Name: v V('S Co Poficy or pelf--sus Iic_ k C ! "! �.�— E.piratioa Date: YI 1 Job Siate Address: City/Statetlsp: Aftach a copy of workers'compensationpolicg declaration page"(showing the policy number and expiration date)- Fail-are to secure coverage as required under Section 25A of MOL c-i_can lead to the imposition of criminal penalties of a fide up to SUOQOD and/or one-'.earbq) sonmeid,as veil as civil penalties is ihe forma of a STOP WORK ORDERand a Rme of up to$250-00 a day against the violator_ Be ad-6sed that a copy of this statement maybe forwarded in the Office of lavest gatinns oft he DIA for insurance coverage yerification- I do hereby nmtd, th paimis and pena7, e�lties a,fgerfury Sratfiie ireforma*uj pt arided abatis is fisrs mid correct Sit�taaiure_ 1.Date: .7 Phone Ojol at use anti Do not write in thb area;to be crn apieted by easy artown official. City or Town: PermitUcense# L=mg Authority(cn-de one): L Board of He"ealth 2.Building Department 3.Citytrown.Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other, Contact Person: Phone#: Town of Barnstable Regulatory Services . asuxcr�ttir t Muss. Richard V.Scab,Director i6gqg6. , Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstablema.us Office: 508-862-4038 Fax.: 508-790-6230 a Property Owner Must Complete and Sign This Section If Us ing A Builder , I, ne, A01011a, ,as Owner of the subject property hereby autho ' M 14P d f SY A to Fact on my behalf, in all matters relative to work authorized by this building permit application:for: (.Address of job) "Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. 6tore of Owner Signature of Applicant Print Name Print Name Date QTORMS:OWNERPERMISSIONPOOLS NARCENT-01 ASANTOS ACC�R®� DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 06/16/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT-AFFIRMATIVELY OR NEGATIVELY AMEND,.EXTEND-OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME:_..... �/iveiroS Insurance Agency Inc. PHONE FAX Commercial Insurance Center (AIc No,Ext) (844)898-9151 (A/C No):(508)324-4533 ! 375 Airport Road E MAILADDRESS:" Fall River,MA 02720 INSURER(S)AFFORDING COVERAGE _ , I NAIC# INSURER A Atlantic Casualty'Ins. __ _ __V;42846 INSURED i INSURER B:Arbella Protection Ins CO 141360 Narciso Enterprises Inc INSURER-C.,:. 9 Edna Circle East East Freetown,MA 02717 ii INSURER.E: -- I INSURER F:. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE. POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADOLSUBR' POLICY EFF I POLICP ; L TYPE OF INSURANCE I I S I POLICY NUMBER I M DY EX LIMITS A ' X COMMERCIAL GENERAL LIABILITY t I 1,000,000 -_ f_,,, 1 EACH OCCURRENCE S__ CLAIMS-MADE I X i OCCUR 1205001669 ?0611412017E 06/14/2078?DAMAGE TO RENTED 100,000 i t ( PREMISES"(Ea occurrence) $_ MED EXP(Any one person). S__ 5,000 PERSONAL 6 ADV,INJURY $^ 1,000,000 I GE_N'L AGGREGATE LIMIT APPLIES PER: j } 1 GENERAL.AGGREGATE $ ,000,000 �X POLICYIncluded —i JET i LOC i PRODUCTS;COMPIOP AGG,S"-^ _. OTHER: B ?AUTOMOBILE LIABILITY. COMBINED SINGLE LIMIT (Ea accident) ^ ANY AUTO 10200181472 05/07/2017 a 05/07/2018 BODILY INJURY(Per person) S 100,600 OWNED X SCHEDULED AUTOS ONLY 'AUTOS I I BODILY INJURY(Per accident) $ 300,000 HIRED NON 3NNED PROPERTY DAMAGE 100,000 AUTOS ONLY .�.,}AUTOS ONLY I (Per accident) $ { t t S i (UMBRELLA LIAB I OCCUR I [ EACH OCCURRENCE S i EXCESS LIAB i j CLAIMS-MADE) AGGREGATE 5 DED i )RETENTION$` $ !WORKERS COMPENSATION I i PER OTH- AND EMPLOYERS'LIABILITY I i STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE Y r N(j I I E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A f - (Mandatory In NH) 1 I t E.L.DISEASE-EA EMPLOYEE_$ IIT yes,describe under I Yi( D ESCRIPTION OF OPERATIONS below I } 1 E.L.DISEASE-POLICY LIMIT v S , DESCRIPTION OF OPERATIONS i LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Swimming pool install I f � I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Narciso Enterprises,Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 Edna Circle ACCORDANCE WITH THE POLICY PROVISIONS. 6 East Freetown,MA 02717 AUTHORIZED REPRESENTATIVE ACORD 25-(-2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NARCENT-01 ASANTOS ACL7R®' DATE(MMIODfYYYY) CERTIFICATE OF LIABILITY INSURANCE 06/16/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND>OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL.INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ACT PRODUCER NAME:-. - Viveirosinsurance Agency Inc. PHONE FAX Commercial Insurance Center }(A] Lo,Ext) (844)898-9151 (AfC,No):(508)324-0533 375 Airport Road ADDRESS Fail River,MA 02720 INSURERS AFFORDING COVERAGE NAIC# � 1 INSURER A Atlantic Casualty Ins Cow_ 42846 INSURED I INSURER B:Arbella Protection Ins Co �41360 Narciso Enterprises Inc INSURER C: 9 Edna Circle _ East Freetown,MA 02717 iF INSURER D: 3 INSURER E l INSURER F:. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS 0_F SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS_LTR r )ADDL SUBR POLICY EFF POLICY EXP f-^ — TYPE OF INSURANCE — I I g ( I POLICY NUMBER I M D M D LIMITS A X {COMMERCIAL GENERAL LIABILITY } I EACH OCCURRENCE, S_ 1,000,000! r X DAMAGE TO RENTED T 1 OO,000 1 CLAIMS-MADE I_I OCCUR k /205001669 06/1412017 06/14/2018` pREMISES.(Ea occurrence) �_ _:.._. _:- ti + ;MED EXP_(Any one person).. $ 5,000 PERSONAL S ADV.INJURY $ ^-_ 1,0oo,0001 1 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL.AGGREGATE $ ^2,000,000 PRO- ! Included POLICY JECT ?,. a LOC j PRODUCTS-COMP/OP AGG $ - `1)OTHER: - $ B ` AUTOMOBILE LIABILITY ? ( ! COMBINED SINGLE LIMIT i (Eaaccident)_ $_ _. .. ANY AUTO _ 11020018472 { 05/07/2017 05/07/2018 BODILY INJURY(Per person) ,3 00,000 — OWNED SCHEDULEDi 300 OOO AUTOS ONLY X ;AUTOS i " ! BODILY INJURY(Per accident) $. HIRED (— +NON-OWNED PROPERTY DAMAGE 100,0001 AUTOS ONLY AUTOS ONLY t (Per accident) $ a $ UMBRELLA LIAB 1- I OCCUR ) f EACH OCCURRENCE $_ EXCESS LIAR— _ CLAIMS-MADE! i AGGREGATE- S ES 1 j DED ( }RETENTION$ { $ I WORKERS COMPENSATION ! STA UTE ; ERH I AND EMPLOYERS'LIABILITY YIN #ANY PROPRIETOR/PARTNER/EXECUTIVE t� j ( E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? NIA( — - (Mandatory In NH) L I i E.L.DISEASE-EA EMPLOYEE $_ If yes,describe under S (= I I DESCRIPTION OF OPERATIONS below .E.L.DISEASE-POLICY LIMIT S i t DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES (ACORO 101,Additional Remarks Schedule,may be attached if more space is required) Swimming pool install t CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Narciso Enterprises,Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 Edna Circle ACCORDANCE WITH THE POLICY PROVISIONS. i East Freetown,MA 02717 # AUTHORIZED REPRESENTATIVE � 'OJl}SGLx� i ACORD 251(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD r r, � , Lot I,� � t ,go r.. Area=10,473f S q.111111 ` Or 0.24f . Acres ° 13.8' EXISTING FOUNDATION �f, TOP FOUND. W�v,c,,✓ 19.6' -ELEV. r 37.69' L-19.68 R=230.OD 32.14'` SETTLE"S LANE DCE 00-018 r _ UN ~PREPARED EXCLUSNELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #59 SETTLERS 6LANE HYANNIS, MA SCALE 1" = 20' DATE JUNE 11,' 2012 REFERENCE : ASSESSOR'S MAP 273 PARCEL 122-011 PREPARED FOR: .. .. LOT 2 PB 610 PG 93 - BAYB UILDING ` I HEREBY CERTIFY THAT THE STRUCTURE. SHOWN ON THIS PLAN IS LOCATED ON THE DANIEI GROUND AS SHOWN HEREON. • A. ; ', "• u OJ,ALA. off Sex-9S fox so WSsx� —eeM ao . q NO"40960�, down cope engineering, inc. C/VIL.ENGINEERS ' �_ ° _ ------ — — ———— LAND SURVEYORS -- - — — 939 Moln Street - YARMOUTHPORT, MASS DATE REG. LAND SURVEYOR a- k S FROM D TO: FROM S TO: FROM T TO: FROM A TO: FROM B TO: FROM E 25'-10" D 40'-101/4" K 18'-9112 C 40'-10114" K 29'61/4" B 40'-101/4" K 11'-51/2" A 40'-10114" K 25'6" E 9' F 8' E 14'-0 1/4" K1 `22'-S 112" E 28'-10 1l4" K1 31'-4 3/4" E 12'-8 3/4" K1 11'-z" E 28'-2 3/4' K1 24'-7 1/4" F 27'-8 1l4" F 30'-0 3/4" M 32'-0 1/4" G 30-0 114 M 34'•0 1/l4' G 19'-0 114" M 17'-4 314" G 1T 9" M 22-2 1/4" H 11'-2 tlq" LE22 H 25'-4 L is'81. 1/2" G 31'H 10'-11" N 31'-91/4" 37'7 1/2" Hl 16206/q S 7810" H1 32-8 1/4" S 36'6 112" J� 25'-0 1l4" N J1 - N 206114" H1 8'-10" S 11'-111/"!J 22'-9 3/4" T 35�3/4 T-5 3/4" ' " 12'-5" K 11'-1 3/4" T3/q" S 34'-10" p 3-44"LRI 35'-9j" I . STAIR FILLER 8. 27R 27R 6'3" 6'3. 27R �A B 27R 6'3" . STAIR 6'3" R27• N9 9R 27R 3-1 471/4" CENTER LIGHT - 3'5 1/2' 4'-6" PANEL OPTION 344" a ";,, % 1 R9' 9R .. '° '? `° tiN H 3'1 1/2" Y 9R 8R CENTERLINE 11'-11" ° i 6'3" 6'3" T ��10'-1 a" RV 19'-9" 4'-s" 2 2 2' 2' 2'--2' _E S 9R R R6 F - ry�v f� r,`f �N ^a 2��v 6 4' S 5^ 2. 1. LIGHT - 8R 4'2" 4'2" g` M7� - m a v 8R F `O 9R - 6.3" F K 6.3. R13'6" 9R 3'-44" �L 4'-01,' 8RR 4- 8RR 3-3q / '4 112 6'3" K1 �I 8R 8R 9R C6'3. '3" 9R 6'3" T 6 BR _ - A RADIUS R8' - ' PLASTIC STEP 63" 2 �" 63" 4' OPTION BR - 2'3" R8' F G - 13'-9a" -A-FRAME BRACE - N 4'-11" M 4' 8R SR 2-3. 6'3" �18'-�I 35 94" I-33"- I . �i r T MINIMUM A FREEFORMSTAIRFILLER 3'-4" 3'-41 PREPARED Loontbon of'thewaeronvnt®on i„U 80 OM the wafer envebpe per or I LEFT-04376 Or ANSVAPSP/ICGS2011 (7 RIGHT-04378 v standards. lac OMIT` n RfAl r111111YN1 I`ANI:1. uonura 14' „ SLOPE BOTTOM BACK SIDE BOTTOM SIDE PAD WALL - WALL PAD WALL "Wit. W ALL DIMENSIONS ARE FINISH DIMENSIONS 1�1iji4 I ,l� tl �jf1l .l / oCl� Iw I'C)rlf11C)f�dr, 9w411.� 1 rriLirfrGe Area: 560.49 ft 2 52.06 rn2 Liner Sq. Ft.: 643.8750 63 Imperial MANUFACTURING January 2013 dney x 36' Right FROM B To. W 28'-2 3!4" X 30'-9" 36-91" Y 6'-0 1/4" 36-94" Z 22'-0 1/4" - -I 27R 27R .27R qP27R B 63 63" 27R A B 83• 6,3" 2714 6'3" 12, „ 6W 673 R27' 6'3" 27R 9R 27R tilt 3'5 1l2'• 15':}4" 27•_34" 47 1/4" Y5 112" '17 1!4" x 18'-5" 24'-34" 21''-0�" Y 24' 8R 1T•3" 23'-10" 9R 8R Ili 6'3" 1T-44" 10,2'" TY 6'3" f14 zr 2 19'-04" zr 4- 1 RtO'�°'..A .�. 4" 1a' 1 14-92" 16' 1 T-04" 17'-3 n•-n R8' F 18'-9q"-- E 9d" 8R 11'34" 17'-84" 8R 4-" 83 9R 63" 15-14" 1114 '14'-92" 15'-7" 6.3" 16' 0111 Z W 8RR 8RR 11 " 8RR 8RR L8R 41/2 6'3" I 8 I R '4112 63" 6'3" SR 9R J L� 63" tilt D 8,3" 9'-14" 9R 63" C D 6'R Rg' 17' 9R 6'3" 6.3" FROM D TO: X 35'-1 1l4" G 18, A to D 40'-'I0•114°(. Y 1 15'-3" B to C Z 1 IT-7 1/2' 19' DIVING PERMITTED ONLY FROM pp 3-0a N DESIGNATED DIVING AREA. V_A-FRAME BRACE iur 2500 P.S.I.concrete footing around entire perimeter,minimum 6" ep ick fill with clean earth,free of roots and debris. wide concrete deck is to be poured at least 3"thickness and a slope Y4"to 1'away from the pool. I inside pool dimensions are to be finished dimensions. fished bottom Is to be 2"minimum of suitable material or undisturbed rth. safety line,with buoys,Is to be permanently attached 1.0"to the allow side of the point of first slope change. instruction Drawing: Different methods and precautions may be . ;tated by various ground conditions. This Is to be determined by and the responsibility of the contractor who is not an agent of the inufacturer of the component parts. ;lallation Is to be done in accordance with all federal,state and local Ilding codes,as well as A.N.S.I./A.P.S.P.suggested standards. bottom configuration shown conforms with current ANSVAPSP suggested minirnum ds for pools approved far use with manufactured diving equipment.Hdlving equipment 2 2 stalled,follow the equipment manufaclurces installation,use and safety Instructions. Volume: 18650 gal �- 70600 L Perimeter: 93'-2" 28.39 m Surface Area: 560.49 ft / -52.06 m Liner Sq. t ivy -M, TrFir WFRoAw4,B FROkATo: W X1 Y35'-4" 35 4 Z 27R 27R 27R qp27R 63 63" 27R A B 63" 63 27R 27R A 12 2 63" F 6-3" R27' 63" 9R 27R 9R 27'-3 - 1� 4'7 1/4" T5 1/2" 417 1/4" X 18'_5" 24'-3, Y. 24, 23'-10' 9R 811 9R 17'-44" 6'3" 6'3" 6131, 19'_3.� 21'-4" 17'-111" 14'-8 10'-24 19'-9" RT 19,-9" a" R9 F 18 9�" E 1T-94" 1 T-84" 8R - 9R 6'3. 15'-14" 16' 9R 15'_7" 6'3" 16' 63" W a12R 8RR 11 4 Z 8RR 8RR " 9R }'4 1/2 63" L aR A 1/2 J c y,-11„ 9R 6 3' C 0 6 3" 6 3" 6'3R8' 17' EIR 6 3, 6 3" . 6'3" FROM D TO: FROM C TO: W 21'-8 1/4" 16' X 35'-1 1l4" G A to O 40'-10 1/4" Y 15'-3" B to C Z 12'-7 1/2" 19' ►m 3'-0a" pp N II --ihlwm B" A-FRAME BRACE 11 _ 10 slope Jistwbed �lhu y b0 u.l by thrill - i it local Mir, of Irt Voh.nne: 186 0 gal 70600 I_ Perimeter: 93' -2" 28.39 11l Surface Area: 560.4.9 fk 2�. / � / 52.06 rn' Liner Sq. Ft.: 643.8750 64 i T'h,r Con wnonwealtth of Massacltuse& ,Deparlment oflndustrial Accidents Office of b' vadgations 600 Washi► en Street - Boston,MA 021,11 i www mw.T gov/dia ' Workers' Compensation Insurance Affidavit:Builders/Contractors/ElectricilfPttmbelrs ;Applicant Information please Print LG 'blv Name(Business/Organizationfindividunl):_ 1 7 � �1� F'\(��s VV f$ Address: City/State/Zip: M _ 04,�--W Phone 9:_ s os� _- 7���'�.�0l�Q Are you an employer?Check the approp rrte box: Type of project(required): 1.(] t am a employer with 4. 1 am a general contractor and I employees,(full and/or part-time).* have hired the sub-contractors b• New construction 2.❑ t ain a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor mein an act employees and have workers' Y capacity. 9. ❑Building addition LNo workers'comp.insurance comp.insurance.: required.] 5. We are a corporation and its 10.®Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their i 1.❑Plumbing repairs or additions myself(No workers' comp, right of exemption per NVIGL 12.E Roof repairs insurance required.]t e. I A§1(4),and we have no employes.[No workers' 1J 0 Other comp.instttanca required.] °Any applicant that checks lmx4l must also fill out the section Wow showing their workers'compensation policy infornuitioa. t Homcownem who submit this at7isbwit indicating the}at¢doing all work and then him outside consactott:must submit a new afffAavit indicating such. 2Conuactors thul check this box mast attached un addir0oal street showing the nam of the sub-contractors and state whether or not those entities have eUtployoes. if the sob.conuaewrs have mVloyccz,they must provide their workers'comp.policy number. I arts an employer that is providing workers'compensation insurance for my employees: Below Is lhepolicy and job site I„formal ion. ' , j Insurance W Company Name. J , {ES�C)O 1�Vi I/ ? U if) Policy 0 or Self ins.Lic.#: Expiration Daty: Job Site Address: City/State/Zip. Atttech a copy of the workers'compenpti•>' .p9liey declaration page(showing the policy number and expiration date} Failure to secure coverage as required under Section 25A of MOL c.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. %advised that a copy of this statement may be forwarded to the Office of -investigations of the DIA for insurance coverage verification. I do hereby certi under the pal an pets ddes of jury that th ormatan prat lded above a true and correct Si nature: ! Data: / Phonc; — Official use only. Do not write 1n this a1 err,to be completed by oily or town official i it ACCESSORIES COLORS* L r{ R �y' - Black White Quad-Finials Tri-finials with Circles Butterflies Bronze i Tudor Brown Hedge Green Ba ll Soft Beig e Ca 9 p' Fle ur d e Lis Scr olls oll s Colors may vary slightly to actual fence color SPECIFICATIONS COMPONENTS RESIDENTIAL COMMERCIAL Pickets 5/8"sq. x .050" Thick 3/4"sq. x .050" Thick ; Rails Topwalls 1-1/8" x .062" Thick 1-3/4" x .062" Thick Sidewalls 1" x .080" Thick 1-1/4" x .080" Thick Posts 2"sq. x .060" Thick 2"sq. x .125" Thick 2"sq. x .080" Thick 2"sq. x .080" Thick Gate Posts 2-1/2 sq. x .100" Thick 2-1/2 sq. x .100" Thick 2"sq. x .125" Thick Picket Spacing 3-13 16 3 sq. x .125" Thick / " 3-5/g„ 1-5/8" (also available) 1-1/2" (also available) . Post Spacing 72-1/2 on center 72-1/2 on center Section Heights 36" 42" 48"' 54" 36"1 42", 48", 54 60" 66" 72" I 60"1 66"1.72" Standard Gate Openings 36", 42", 48", 36" 42" 48 60", 72" 60", 72" All Gates Welded *Customized Sizes and Colors Available DISTRIBUTED BY MATERIAL DATA COMPONENTS ALLOY YIELD .STANDARD STRENGTH COLORS Aluminum 6005-T5 35,000 PSI BLK,WH, BE,'GR, f - _ Extrusion Rails BRZ, BRN - Stainless Steel screws painted to match fence color Components TGIC Polyester Powder Coating Technology Coated TGIC provides-twice the thickness and hardness TGIC provides fade and scratch resistance Manufactured=by.OnGuard Fence Systerv�sTM " www.onguardfencesystems.Com I Sales Office: Phone: 866=321-0001 Fax: 718-461-3000 ' i14 Office of Consumer.Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Horne Improvement Contractor Registration -=- Registration: 117031 Type: Private Corporation Expiration: 8/17/2018 Tr#1 419291 NARCISO ENTERPRISES, INC CARLOS NARCISO P.O. BOX 680 ---- EAST FREETOWN, MA 02717 Update Address and return card.Mark reason for change. "I Address 7 Renewal j ii Employment 7 Lost Card SCA i -D 20W}-0511, - -" ac:c.,rtit� CERTIFICATE OF L.IA IL l-rY INSURANCE � 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 AL T ER THE COVERAGE AFFORDED BY THE POLICIES j BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED II REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements)_ RODUCER CONTACT Paychex Insurance Agency Inc PAYCHEn INSURANCE AGENCY, INC. PHONE --- - FAX — 150 SAWGRASS DRIVE IALC�N9. XT):__ 877-266_6850No)`'�?=3i�°_7•i2u - ROCHESTER, NY 14620 E-MAIL CeflS7J a chexcorn :._ADDRE55�--- P y--------- ._.. - — -----NAIL P - INSURER(S)AFFORDING COVERAGE I , 4SURED ; INSURER A: Wesco Insurance Company 25011 _l NIAIRCISO ENI T ERPRISES INC. i INSURER B: PO fiOX 680 -- -- -------- EAST FP,EETOWN,NIA 02717 ( INSURER C: i INSURER 0: INSURER E: 1 INSURER F: - --------- 'OVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HiVVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.IJOT'A'ITHSTANDiNG ANY HEOUIREMENT,TERN-1 OR CONDITION OF ANY COPIT'RACT OR OTHER DOCUMENT WITH RESPECT TO VJHICH T1iiS CERTIFICATE`AaY 9E ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AL_THE.TERMI.S. EXCLUSION'S AND CONDITIONS OF SUCH POLICIES.L INIITS SHO+NN IAAY HAVE BEEN REDUCED BY PAID CLAIMS. SR. TYPE OF INSURANCE 'iADDLSUBRI POLICY NUMBER POLICY EFF i POLICY EXP LIMITS 'R )NSR VVVO- I(idIA1DD/YYl'Y)i(fi1MIDOfYYYY); CH vCCURRE GENERAL LIABILITY - I I ; ! ,E:, IaCE _.'..!.=.._....---- ----........... _ GFNEPAt. , r?CC'UR t.1E0EXP!Aryonrper.:int. I I ` PERSO2haL&AOV IN.It)t,I . i 5 I UIL r1�1��J I.)t�PT � !CENE:'.AL i.GGFEr-'..:TE - --- 3GKFr;%li_.i.u.iir;,PPLi'=.`:FFi: i I _—.._:. _ 3 r +' LA , ' ....... --- i PRODUCTS-GO!,iP;7: Ate._RcliliCl: LC.'. I A.UTOPAOBILE LIABILITY SINGLE Ll:d. i ( tq � B70Jlrrten;i�1 _ NGLF T ILY INJURY , �v� t�rlti<ii�,C7 A ice- -�_ •,_ - I __.. —_.._.. .____— _ _—....—._...—..._... _... • I 1 • .. —„ — ['+Ci OCCURRENCE i nGG _•7r ' WORW.ris COMPEHSATICIN AND ^ / / • 1. i i I vA/J ,192 27_ 018 er."'LeYE!1su::e1iL11Y I '; -� 04/04 2017 04/04 2 Y N .I I E.L.r I-i_f r EA c.,::,Gf'r.F i !O0 rITOU Jr.1_.__... N1A i E.L.L'SEAS t'OLIC1 Lli iC S 500.0010 GG i ' I ESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IAtlaeh ACORD 101,Addifiunal Remarks Schedule,if mure space is requirett) - I i ;ERTIFICATE HOLDER CANCELLATION PROOF OF COVERAGE SHOULD A14Y OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION I DATE THEREOF,NO110E WILL BE DELIVERED IN ACCOROA14CE WITH THE POLICY PROVISIONS,8UT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OaUGATION OR LIABILITY OF A14Y KIND UPON THE COMPANY.ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE - i;CORO 25(2010i05) 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1 i ........................................................................................................................................................................... EASY TO INSTALL. EVEN EASIER ,TO OPERATE. ........................................................................................:................................................................................. The Universal H-Series' unique PERFORMANCE & VALUE advantage lies in its commercial grade Standard Cupro Nickel Heat Exchanger cupro nickel heat exchanger. This Industry's only standard cupro nickel hex and distinctive feature defends against Totally Managed Flow provide exceptional damaging water chemistry conditions, corrosion resistance and erosion protection. .Ideal for today's salt-based electronic resulting in long-lasting value and chlorination systems. dependability at no extra cost. Superior Hydraulic Performance Universal left- or right-side electric, Industry-leading hydraulic performance saves �$. energy by reducing circulation pump run time. gas and water connections provide . ........................................................................................ Universal H-Series heaters FLEXIBILITY unprecedented installation flexibility. Dual Voltage This exceptional adaptability, coupled Al Installation is simplified with voltage that with a modern low-profile appearance Y easily adapts to either iioV or 220V. and front panel only access required Universal Wiring Junction Boxes for both installation and service, High-and low-voltage connections are easy ensures compatibility with all new. and convenient with left-and right-side unction boxes.' - • or existing.systems and equipment J e .............................:.......................................................... pad configurations. ENVIRONMENTAL ® Low NOx Emissions Environmentally responsible and meets air quality emission standards in all low NOx areas. ....................................................................................................................................................................... . An efficiently heated pool or spa lets you control Er y your swim season and provides luxurious comfort that fits your lifestyle. Universal H-Series heaters from Hayward offer the most reliable, hydraulically efficient solutions for any pool or spa. Our heaters, including a brand-new 500,000 BTU model with the fastest speed-to-heat capability in its class, are designed for ultimate performance,comfort and durability.They also - .- offer environmentally P res onsible low NOx emissions so that you can enjoy efficient luxury ; )am and peace of mind—season after season. H400FD SELECTING THE CORRECT SIZE H-SERIES HEATER: FOR YOUR SWIMMING POOL FOR YOUR SPA OR HOT TUB Determine your pool's surface area in square feet: Determine your spa capacity in gallons(surface area x average depth x 7.5). The rAference table lists the time required in minutes to raise the temperature A B of the spa/hot tub by 30°F,In the table below,locate the column with the . L R L spa/tub size in gallons that is closest to yours.Select the desired time to raise W the spa/hot tub temperature 30°F,read to the left and select the appropriate Universal H-Series model.This guide can be adjusted for other temperature rises.For example,if you desire a 157 F increase in temperature,simply divide Area=(A+B)x L x.45 Area=R x R x 3.14 Area=L x W the time for 30°F rise by the ratio of 30/15,or 2.(Note:Heat lost and/or heat absorbed by spa walls or other objects will add to the time it takes the spa to """""""""""""""""""""""""""""""""""""""""" heat up)Spa sizing is based on an insulated and covered spa.Always cover your spa or hot tub when not in use to minimize heat loss and evaporation. s In this table,locate the surface area that is equal to,or just greater than,the pool's Mrs n = surface area.To the left of this numberr ''� •• •• •• •• •• •• •• •• ••• H500 1,500 a ... - ----- -- - - --- is the appropriate Universal H-Series • • ,' - • '- •• • 410111;Wgip • H400 -1,200_ model that will fit the selected area. i ----4 - H500 7 11 14 18 22 j 25 29 32 35 H350 1,050 For indoor pool installations,divide the H400 i 9 14 18 23 27 32 i 36 .- 45 H300 900 pool's surface area by 3. H350 i 10 16 21 26 i 31 36 41 46 52 ------- - Table is based on a 30°F temperature rise, ---- - -- _ __._ .. .__-.-__ —.._-...._. H250 750 3-712 mph average wind velocity and elevation H300 12 18 24 30 36 42 48 54 60 of up to 2,000 feet above sea level. ._ -.-.._ i ---_ --___.__. _. . .. _....--- .._.__-_--- H2O0 600 H250 15 22 29 i 36 43 1 51 58 65 72 H150 450 H2O0 18 27 36 45 54 63 72 81 90 H150 24 36 48 60 1 72 1 84 96 1 108 120 ...................................................................................................................................................................................... SPECIFICATIONS AND DIMENSIONS: UNIVERSAL H-SERIES HEATER f ` S00 000 399,900 350,000 300,000 250 000 199,900 150,000 " _. _.._ __ .-- -- --- — - --- ---- --- r f - - ---- - - 82.7% 84% 82.7% 83% 83% � 82.7% F. o • 41" 36" 33 30" 28" 25 21" - ........ - .......... ----......__.-..-_...._ • A x 291/2" 291/2" 29 1/2 291/2" 29 1/2" 291/2 291/2" 1£' 24" 24" 24 24" 24" 24 24" __ 10 • •a 2 x 2 1/2 2"x 2 1/2 2 x 2 1/2 2 x 2-1/2 2"x 2 1/2' 2 x 2 1/2 2 x 2-1/2" _ _ _ — - -. _- . .-. -.. � '' r "• -% Cupro Cupro Cupro Cupro j Cupro i Cupro Cupro " Nickel Nickel Nickel Nickel Nickel Nickel Nickel - .- --- ---- - -. ._..--- . ------ _..... • • 6„ 6„ 8„ 8„ j 4„ 6„ 6„ •••• • �; .. . i i 223 160 158 145 134 123 110 ----- -- ---- — 1;; 3/4„ 3/4" 3/4" 3/4„ 3/4" 3/4„ H-Series heaters are available in a comprehensive range of BTU sizes for natural or propane gas.All units are certified by the Canadian Standards Association and carry the exclusive Hayward°warranty. HAYWARDTo take a closer look at other Hayward products,go to hayward.com or call 1-888-HAYWARD. Hayward d Hayward Energy Solutions are registered trademarks Sap of Hayward In tr es,Inc.02016 Hayward Industries,Inc. All other Vadema of owned by Hayward are the property of their respective owne s.Hayward is no'p any way aiM1liated with or endorsed by those third parties. \ LITHSI6 i - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • Map Parcel, O I I Application # Health Division Date Issued/0—/w/ � P� Conservation Division Application Fee Cl II ` D Planning Dept. Permit Fee 00 Date Definitive Plan Approved by Planning Board Historic - OKH Nro _ Preservation / Hyannis Project Street Address Villagea Owner rLs ,t�. �0�r1,�lL << �����d :F-1c. Address J^5tf( �s �r Telephone `D• 9 o Co a Gc) Permit Request �� � � / t'k-d 5 k� ,61r c t ( L c n t o L \� w► �w k a? mac Square feet: 1 st floor: existing ` proposed 2nd floor: existing — proposed Total new Zoning District to-\ Flood Plain Groundwater Overlay Project Valuation S Construction Type Lot Size Grandfathered: ❑Yes ,;ENO If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 3 c� Historic House: ❑Yes ) 1-No On Old King's Highway: ❑Yes J&No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other A/ 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 ❑3 Other NM— Central Air: ❑Yes ❑ No Fireplaces: Existing6 New Existing wood/coal stove: 0 Yes ❑ No Detached garage: ❑ existing ❑ new sizwpool: ❑ existing ❑ new size,VVBarn: 0 existing . ❑ newt size Attached garage: ❑ existing ❑ new sizushed: ❑ existing ❑ new size L� Other:-7� D Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � Commercial ❑Y s No If yes, site plan review# Current Use CS tG(�� Proposed Use 119 SIC E. APPLICANT INFORMATION (BUILDER71,,� HOMEOWNER) Name O r4:- k cM 13A-%ry\ Telephone Number Address License # (2-S - IDS C9(S Vk� C�)-660 Home Improvement Contractor# Email rw r_n5 Sa 4-11 C_ Worker's Compensation # `iU�DI�c�IS —DLL ALL CO TRUCTION DEBRIS RESULTIN FROM THIS PROJECT WI BETAKEN TO SIGNATURE DATE l S �+ FOR OFFICIAL USE ONLY , APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER T 4 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. DocuSign Envelope ID:0265A045-262C-41AF-9C60-o44758EDF317. Y ; - SolarCitv PPA AMENDMENT Customer Name and Address Installation Location Date Christine N Poldiak 59 Settlers Ln; 9/24/2015 . Philip Flath HYANNIS,MA 02601 59 Settlers Ln HYANNIS,MA 02601 Congratulations! Your system design is complete and you are on your way to clean,,more affordable energy. Based on the information.in.your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA").The amendments are as follows: 0 We estimate that your System's first year annual production will be,6,929 kWh and we estimate that your average first year monthly payments will be$90.48.Over the next 20 years we estimate that your System will produce 132,184 kWh.We also confirm that your electricity rate will be$0.1567 per kWh,fixed for the next 20 years(i.e.electricity rate$0.1-567 and tax rate $0.0000). By signing below,you are agreeing to amend your PPA and you are agreeing to all of the new terms above. If you'have any i. questions or concerns please contact your Sales Representative. Customer's Name:Christine N Poldiak Power Purchase.AgreementAmendment DocuSigned by: Signature: 425ou1c391 o94na. So l a rC ity Date: Q/?4/7015 approved Customer's Name:.Philip Flath DocuSigned by: : . u r .. Signat e: Signature: Lyndon Rive, CEO F98M55910E640E..: . . . . �. . . . . . . . Date: 9/29/2015 Date: 9/14/2015 3055 Clearview Way,San Mateo,CA 94402 i 888.765.2489 l solarcity.com Power Purchase Agreement Amendment,version 2.0.1,June 25,2015 Contractor License MA HIC 168572/EL-1136MR a Document generated on 9/14/2015 1117945 /V. Aov"�- 3 la-w (av�3 01)&V� Paz OWNER AUTHORIZATION Job M: Location: . �1 canes-- as Owner of the subject propeOy. hereby authorize_SOISKCW C-0—M-MC 168572/ MA]Lne IlIl�to act on may behalf, in all matters relative to work authorized by this building Permit applacatioea and signed contract. f Sign of Owner: ' Date: 41 t.L :i,f �. .w� ♦C?:. .i. 7.C.: .�.1��. .S 0'taR 2.T VC0V vassallosmx Oeow"""t 1 04titc$oof 9000 of 61000.00 Wrqusr+ 4 alto itaEe�a C6-108615 . s JASON PATRY 821 SMWART DRIVE Abington MA 022S1 _ ' ,+=. Otttae of Couamer Afrites&tiaslaen ReQu�@ou *HOME NPROVEMENTCONTRACTOR, R9�ettitf1011: 168572 Tj Exptmtton: 3f oij SuppN nijd C - SOLAR CITY CORPORATION I JASON PATRY (! 24 ST MARTIN STREET OLD ZUw 4r—-- .— i kaL@OR000Ii,MA 01752 0oderasretary ! � � .H�,� - r.,�- ��n=ilr rlc �2rvt.f�� t• c? �2'11cr�.ri�;��.• 1 �r Office of Consumer Affairs d:Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement.-Contractor Registration Registration: 168572 Types Supplement Card K * S Expiration: 3/8/2017 SOLAR CITY CORPORATIONk-, CHERYL GRUENSTERN 24 ST MARTIN STREET BLD 2UNIT 11 . 07 - ---- MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. scA, s: zoa!- «' Address ;: Renewal V? Employment `'; Lost Card '.—/�� �i grttrr�Jrr:•rt�ff r�'.��i:�,,{rr�r:.:r//,i [lice of Consumer Affairs&Business Regulation License or registration valid for individul use.only .. g _Y y, v y before the expiration date. If found return to: OME IMPROVEMENT CONTRACTOR ` Office of Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Park Plaza-Suite 5170 ' Expiration: 3/8/2017 Supplement Card. Boston,MA 02116 SOLAR CITY CORPORATION CHERYL GRUENSTERN 30$5 CLEARVIEW WAY SAN MATEO,CA 34402 UndersecretarY '-Not valid without signature i TYte Cottlmon�aetlrlth of�t�ssacht�serlts Depa> nt of Induorlal Accidents 1 Congress Street,Sate 10(t Boston,MA 02114-2017 P •.`c wrtvl nwwgav1dat Workers'Compensation lummute Affidavit:Builders/Cenh adars/EloctdcionsMumhers. TO BE FILED WITH THR PERMITTING AUTHORITY. A»tdicgnt Ittfortt�tiaa Plersse_PttafL,eaI6W Name(BusincoDrgeainl'mn rsaviduao: SoIm 'ity COM°rafiQn Address: 3055 Cleatvleve Way City/sfti zip: San Mateo,CA 9"02 phone#: 1888)765.2489 Are roue employer?Check the appropriate.box: Type of ptraject(rcaluisvd): Q l am a ormg ,a y t 12,500 em (fell aedkrpan4hw).= .7. ❑New construction ZQ 1 tan a sole proprietor or pertaership end have so aaployeas working for in; 8. 0 RCl31t}d8liitg.. any caparky.M workers'eomp.imotanrc iequiied.j • 3.�1 amn trtuneo�rncrdai�all work arysctC[Afa�ar&rrs'aanp.ios>t�csegnirCd.j r.,. 9• 0 Demolition 413 1 am a honwaamar and vrilf Whirr cwftacWrs to eatdthd all►akat my property. i wffl 10 0 Building addition c that ell a nritaaton;either trove wurkea,'compensarm hou arme sde 11.(]Electrical t epalrs or aditkms proprlctares Whit tm aigriopem 12.❑Plumbing repairs.or additions So 1 am a genual,cotmeRsr and t Bare hired the Bois Iisfed en the attached sheet. 13.❑Roof repairs Th=sib-aomacton have cmptopm mud f>ave vwkas's;m4x i wnaaoe3 6.Q We are a corpormion and its offiocrs have exemWA door rig*of exaWica par MGL c. I4•910ther S�f pant fs 15Z f 1(41 and we have no employees.[No aaftrs'camp.ittcttrmtoc r+agoincd 1. *Any applicant that chocks box fl most also M oat the scaim below showing 8rdr worltars'con t policy inbonadon. •1[orrawwnc s�vbo submit This aftidevu iaei Wmg ttey are doing all work and t� tmis hue ide.GMnctots mom sobnt9t a thew 1t11idavit tg ock tootr ok"that ehaak this box smut suochndan additional sheet showing the name of dw sub-commders and state vrhmher or not obese catch have cmploycas. if the etdreontmators have anploanxs they most ovide thou ttrdke01 canp.Polity mrntber. Jam an employer dent is pmWi mg workm'co►pwsattom itrsnrancefor av eatploy= Below is the policy and jab site fujar�#in� - Insurance Company N ame:Arnedcan Zurich Insurarhae Ctxnpany Policy#or Sclf ills.Lic.4: WC0182D18-()0 Expiration Mate: 9/112016. Job Site Address: Y 59 Settler s Lane Hyannis,MA 02601 City/StatePlip: Attach a copy of Me workers'compenaatiiou poRW declaration page(showing the policy number lotto expir lumen date Failttt'e to secure coverage as rcgwmd under MOL c.152,§25A is a criminal vioWian punishable by a fine up to$1,500.00 anNar one-year imprisonment,as wet l,as civil ptalies in the form oft STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statemw may be forwarded to the Office of Investigations oEthe DIA#'or insurance coverage verification. I do hereby rend un0w tfre pains and penalties of perjury tkat the Uijormatwn provided above is h'ue and correct.. (Jason-Paw!) October 1,2015 QfJir�!use only. Do not tvrlte itr this area,to be coaspletd by L-by or town afficla! City or Town: Permit(Licensef Inning Apthority(cltrsic onc): 1.Board of Health 2.Building Department I Cityfrawn Clark 4.Eleetrical Inspector S.Phimbing Ittepector 6.Other Contact Pee n: pbane#s' AC R& - CERTIFICATE OF LIABILITY INSURANCE W1712015 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 ADDEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PouciES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER., IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the polley(les)must be endorsed. If SUBROGATION IS WANED,subject to the terms and condltions of the policy,certain policies may require an endorsernont. A Statement on this certificate does not confer rights to the certificate holder in lieu of such endo►sement(s). " _ . . . . PRODUCER CONTACT MARSHRISK&INSURANCE SERVICES 346 CALFORNIA STREET,SUITE 1 aHc tla Extk .._ ._. ........ CALIFORNIAUCENSE NO.0437153 E41AIL . SAN FRANCISCO,CA 94104 Aep1s ;.... . Alin,Shannon SDm415 743 8334 insuaergs}ntaRODao�ovEw►sE ... - ..__:_.: Roc e 998301-STND-GAWUE-15-16 =URERA:ZWiCh Amt*W h�WM C-PanY 116536 INSURED INSURER s . �WAA . Solafaty Corpmation INSURER 0 c Py! A 3065 Cleank w Way __.. _- _ ._ San A4aleo,CA 34402 INSURER D:American Zur&lrswallce CoaMny t 0142.. INSURER E - — -- INSURER F. COVERAGES CERTIFICATE NUMBER:. SEA-MI38" REVISION NUMBM4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCt-I POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAW. TYPE OF INSURAR INM M - . POLICY NUMSIM - MNDD Y POLICY E11P UMITS. . LTR i A �x COMIAERCMIL GENERAL UABI!]fY GLOD182016-00 _ _ OW1/2015 1001=6 EArm oCc MEr� S _ ._.. 3.0W.= -- DAMAGE TO RENTED F J CLAIMS4WIE n"OCCUR PREjiN..$FyS 3,00O,000 x SIR Y+Y50Dlro....... ..... . t NEnF,wCA!ryoneP !1.. . .......... GEN'L AGGREGATE APPLIES PER 4 GENERAL AI;CREGATE 5., __.. 6 000.000 x poucY IDC PRODUCTS S .. _ __. _ 6.000,000 f ] 3 -- . .OTHER. - A AUTomoea ELUnwirY E3AP01OM17.00 09A1rM5 100112D16M M ST D rF S 5,000ODO x ANY AUTO 1 I. SOMY INJURY ma WWII S X_. AAll UTOS OWNED UX- EACH SCHEDULED I�DILYiNJURYIPereadenti S RTY l X FRRED AUTOS FDA°A6ERRELLA LtAO OCCURRENCE S EXCEss LIAB _ CIAlN5#ADE i. . .• ' AGGREGATE .,._ ._.......: $ OED i RETENTION p WORKER4COrAPE1dSATi�I jWC018M14-00(AOS) 09101015 110NI12016' X II PER H• ANDU VLOYERIPLIA�S= .�$T1TUTE -- ER.. -- A YIa ?NC0182015-00 MA 091D12015 'OEtD1r1016 ANY PROPkIETORIPARTNEA10W:CUiIVE. NIA {. ) i F-L EACH ACCIDQdf S 1,000ODO. oFFrcERrnka�ExcwDEm i —._ (Ieandatory In Nlri ING DEDUCTIBLE 5500,OGD E L DISEASE-EA EMPLOYEES• 1,004,000 II yyes'dasafbe wuJer . . . . - . . DESCRI OF TIONSbe��w El DISUSE-POL ICY UAT S 1,1H10000 t _ DESCRIPTION OF OPERATIONS I LOCAMONS I VORCLES IAA M,Additional Remits Scheduia,may be alraahod U mow&Mee Is ragLdmd1 Evidence0lktsmanse. - CERTIFICATE HOLDER CANCELLATION Sd�y�P�- SHOULD ANY Oi:THE ABM DESCRISED PsOUCWS BE CANCELLED BEFORE 3055 C3eamuff way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San N Mw.CA 99402 ACCORDANCE WI fIi THE POLICY PROVISIONS_ AUTHORRBD REPITIMMAT1W of M=h Rlek✓i k mranae Servlceo . 01BSS-2014 ACORD CORPORATION., All rights reserved. 91 ACORD 26(2014101) The ACORD name and logo are re stared marks of ACORD , l Version#48.9 ��,�►ita „Solarot • August 17, 2015 Project/Job #02615.07 : . RE:. : CERTIFICATION LETTER Project: Poldiak Residence . . 59 Settlers Ln Hyannis, MA 02601.... To Whom It May Concern, . . A jobsite survey of the existing framing system was"performed by a'site survey team from SolarCity.. Structural review was based on site observations and the design criteria listed below: Design Criteria: . . Applicable Codes=.MA Res."Code,8th Edition,ASCE 7-05,.and 2005 NDS. -Risk Category = IL -Wind Speed = 110 mph, Exposure Category -Ground Snow Load 30 psf. MPL:Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL= 21 psf(PV Areas) - MP2: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.18757 < 0.4g and Seismic Design Category(SDC) = B <`D On the above referenced project;the components of the structural roof framing impacted by the installation`of the PV assembly have 1 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. .a. 1 Please contact me with an regarding y questions,or concerns keardin this project. A JASON JAI IAG TONIAN 0 STRUCTURAL' cn No.5.1554 . Jason W:Toman;'P.E. Professional Engineer , T: 480-553-8115 x581.15 Di son Toman email: jtoman@solarcity.com Date:2 7 09:28:10-07'00' 3055 Clearview Way San Mateo,CA 94402 T(650).638-1028 (888)SQL-CITY F(650)638-1029 solarcity.com AZ 0024377.1,CA C8L8 888104,CO ec w41,.CT H10 0632778,00 HIC 711014a6,t7C i-tlS 71101488.1-it OT 29770,MA K0 16$472,M0 MHIC 128946,NJ 18V1,106160800. . . . . .. OR bc[i 180498,PA 077343,T'X T4LKt'27006:WA GCt,SOI.ARC'$1907,p 2413$Piar:Oity At rights r98erved. ' .. . . . 08.17.201.5� �•. Version#48.9 PV System Structural. ao• olarCit Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Poldiak Residence_ AHJ: Barnstable__ Job Number: � 0261507 Building Code: MA Res Code,8th Edition Customer Name: PolTdiak,Christine, Based On: _ IRC_2009/IBC 2009 Address: 59 - Settlers Ln ASCE Code' ASCE 7-05 City State: Hyannis, MA Risk Category_ II .- Zip Code 02601 Upgrades Req'd? No -Latitude./Longitude +.Y41 670278 70:310654 _Stamp Regd7 ., Ye_s SC Office: Cape Cod PV Desi ner: Chen Yang Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis(Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757< 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP ZL At it • 1 » q /^ 4 • • of it O • � 1 a • , 0 t • r • ��t: - ® • - • - • • a - • • 59 Settlers Ln, Hyannis, MA 02601. Latitude:41.670278,Longitude: -70.310654,Exposure Category:C 1 STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member`Properties Summary MP1 Horizontal Member Spans Rafter Pro erties Overhang1.16 ft Actual W 1.50" Roof System Pro erties ,S anAZ.w• 13.91 ft t-, Actual D;a 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing;Material Con Roof " ' San 3"'" . "'. " a Ac,, 13.88 in.^2 Re-Roof No San 4 S. 21.39 in.A3 Plywood SheathingYes San 5 i I 98.93 in.A4 Board Sheathing None Total Span 15.07 ft TL Defl'n Limit 120 Vaulted Ceiling a "'INo .0k,!KPV 1 Start' '2.00 ft %' !Wood Species ' ` `40 Ceiling Finish 1/2"Gypsum Board PV 1 End 14.50 ft Wood Grade #2 Rafter Slope 240 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F,,. .135 psi Top Lat Bracing r-_ ;4 7 y Full 31 'ARN PV 3 Start i T%.g E ._ 1400000 psi rc" Bot Lat Bracing At Supports PV 3 End Em;,,: 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.09 12.0 psf 12.0 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load a.w c o- LL'SL12 d 30.0 psf ,?, x 0r7r°°I x 0.7 21.0' f w, 21:0 psf Total Load(Governing LC TL 1 33.0 psf 36.3 psf Notes: 1. ps Cs*pf, Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2.. pf=0.7(Ce)(Ct)(IS)p9; Ce 0.9,Ct=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.35 1 1.1 1.15 Member Analysis Results Summary Maximum. Max Demand @ Location Capacity DCR Load Combo Shear Stress 35 psi 1.2 ft. 155 psi 0.22 D+S Bending` + Stress P6 4 ,:_A . ^:.x`4646'psi, A U ". 8:2 ft W= -1273 psi d , 0:5k 17 , D`+S t Bending - Stress 720 psi 1.2 ft. -441 psi . 0.05'. D.+S Total Load Deflection 0.35 in. 528 8.1 ft. 1.52 in. 120 0.23 D+S [CALCULATION OFTDESIGN_WIND LOADS=MPI — Mounting Plane Information Roofing Material Comp Roof PVSystem�Type _ SolarGty SleekMountT�' Spanning_Vents No Standoff Attachment Hardware Como Mount Tvne C Roof Slope 240. Raf�"-te Spacing Framing Type Direction Y-Y Rafters Purlm_,Spacing. X-X Purlins Onlyr "NA Tile.Roofs On Tile Reveal N NA Tile_AttacWent TyTtem"_ - ' -_ Tile Roofs Only_ � `_ NA Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Desi n Criteria Wind Design Code ASCE 7-05 Wind,Design!Method y Partially/FullyaEnclosed Method t -. -- — - Basic Wind Speed V 110 mph Fig. 6=1 Exposure Category C Section 6.5.6.3 _ _ — - — — Roof Style Gable Roof Fig.6-11B/C/D-10/B Mean Roof Hei ht "` w :. h M 25;ft f RSection 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 ---.� - 1:00 Section 6.5.7___ Topographic Factor Krt_- _ Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor _ I :_ 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down x 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF_SPACINGS s X-Direction Y-Direction Max Allowable Standoff.Spacing Landscape 64 39 Max Allowable,Cantilever_____. _Landscape 24" NA Standoff Configuration Landscape Staggered Max_Standoff, butary`Area PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff _ �ctual -352 Ibs Uplift Capacity of Standoff T-allow 500 Ibs � . Standoff Demand Ca aci ° • DCR 7,77: . k °70.4% X-Direction Y-Direction Max Allowable Standoff Spacings Portrait 48" 6611 j Max Allo_vuable,Cantilever Portrait 19'' NA _ Standoff Configuration Portrait Staggered Max Standoff TributaryAAreaTrib ,; 22,sf ^. . PV Assembly Dead Load W-PV 3.0 psf Net Wind-Uplift at Standoff _ _ T-actual -441 Ibs Uplift Capacity of Standoff T-allow 500 Ibs �. d# Standoff Demand Ca aci `A... ; nDCR ,_ �•� ,"�;. : 7 I g STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W . 1.50" Roof System Properties San 1i Wr 12;62 ft 'Actual D;=4 1 tf 9:25" :- Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material _ Com Roof ' a° San 3 �m "W` ` I'll 4µ A" P 13.88`in.A Re-Roof No Span 4 S. 21.39 in.A3 Plywood SheathingYes Span 5 I `98.93 in.A4 Board Sheathing None Total Span 13.78 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.75 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.00 ft Wood Grade. #2 Rafter Sloe 240_ PV,2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End Fv 135 psi Top Lat Bracing. Full, PV.3 Start n E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.09 12.0 psf 12.0 psf PV Dead Load PV-DL 3.0 psf x 1.09 3.3 sf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load LL SLl'Z 30.0 psf x 0.7 1 x 0.7 21.0 psf 21.0 psf Total Load(Governing LC TL 1 33.0 psf 36.3 psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(C0(IS)py Ce 0.9,Ct=1.1, Is=1.0 Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.38 1 1.1 1 .1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR toad Combo Shear Stress 31 psi 1.2 ft. 155 psi 0.20. D+S Bending(+)Stress `529'ps 7.5 ft. h` 1273 psi -0.42 `' b+Ste ' ,Bending - Stress -20 psi 1.2 ft. -485 psi 0.04 D+S Total Load Deflection 0.23 in. 712 7.5 ft. 1.38 in. 120 0.17' D+S t l (CALCULATION OF DESIGN WIND_LOADS=MP2 -_ Mounting Plane Information Roofing Material Comp Roof PV S stem T e ~i _V y__ _yp SolarCity SleekMountT"'' Spanning Vents - No Standoff Attachment Hardware Comp Mount Tvne r' ._ Roof Slope 240. Rafter Spacing . . - —-------------- FramingType Direction Y-Y Rafters PurlmASpacing ,X�X_PurlinsOnly ». NAB Tile Reveal Tile Roofs Only NA VFT Tile Attachment Systems Nile Roofs Only .3 177 NAr - Standing SeamfTrap Spacing SM Seam Only NA Wind Design Criteria Wind-Design Code ASCE 7-05 Wind,Design,Method' Partially/Fully Enclosed Method�' '� -- - Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category C ., _._ Section 6.5.6.3 , Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof-Height -- 771 h .` �. N 25 ft - , 4: 1--4-- ,o Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor® Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance,Factor . , _ I 7 P. 1,0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p= qh(GC ) Equation 6-22 Wind Pressure U -21.8 psf Wind Pressure Down 11.2 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction. Max Allowable Standoff Spacing Landscape 64" 39 Max Allowable.Cantilever _,,_Landscape . 24"a e NA Standoff Configuration Landscape Staggered Max Standoff Tributary Are 4m ', j7 sf PV"Assembly Dead Load W-PV 3'0 psf Net 1Nmd Uplift at Standoff, ��:, ' -P T actual }:u 7 a 352 Ibst�; Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci ` ADC ' ` X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48111 66" Max Aliow_ able_Cantilever n. PortraitV7 » NA Standoff Configuration Portrait Staggered Max Standoff Tributary A_re_a Tribe _ 22 sf r ^° PV Assembly Dead Load W-PV 3.0 psf Net Wind.0 lift at Standoff' �' Tactual -441 Ibs p-- - - Uplift Capacity of Standoff T-allow 500 Ibs Stan ff D and Ca aci DCR°' 88.20/b • r TOWN OF BARNSTABLEBUILDING PERMIT APPLICATION ON dlozo/ Map Parcel Application # Health-Division Date Issued ( l Conservation Division Application Fee Planning Dept. u. ,.y. � �Z' y Permit Fee Date Definitive Plan Approved by Planning B and A Historic - OKH N _ Preservation/Hyannis . C� V Proje _ treet Address s Village Chl Cl�V` Owner110-0-C/_Z�ddress / 7 —</iva� Telephone Permit Request Q. Square feet: 1 st floor: existing roposed (o 2nd floor: existing,- proposed l�Total new �a Zoning istrict f'—�' AN 1 Flood Plain n Groundwater Overlay Pro'et — io� a u on 19 Construction Type F-41c�� Lot Size C Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) // Age of Existing Structure n Historic House: ❑Yes �o On Old King's Highway: ❑Yes W No Basement Type: 2 Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) , 6! Basement Unfinished Area (sq.ft) 9, Number of Baths: Full: existing new Half: existing new Number of Bedrooms: ® existing _Iew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Vas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New _� Existing wd9d coal stoke: ❑Y.es Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size — Barn: O;.0,xisting new size_ Attached garage: ❑ existing 21new size _Shed: ❑ existing ❑ new size — Other: + ' Zoning Board of Appeals Authorization ❑ Appeal # d0�—M Recorded � ©d Commercial ❑Yes Q<o If yes, site plan review# GL 7 Current Use �10LC.Q-K t DL-Ak(�_ Proposed Use 4�" . APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - w 7 Name - cr � Telephone Number- 6o 'S " � Address 9 r License # �]� �2 70 Home Improvement Contractor# Worker's Compensation # WC-600 T9 ALL CONSTRUCTION DEBRIS RESULTING FROM HIS PROJECT WILL BE TAKEN TO cam, SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED MAP/PARCEL N0. ADDRESS = VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL w �J GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f f NOTICE NOTICE. TO TO FMPLOYEES ~A r EMPLOYEES The Commonwealth of Massachu setts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111. 617-727-4900 As required by Massachusetts General Law,Chapter 152, Sections 21, 22 & 30, this will give you notice that I(we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: ASSOCIATED EMPLOYERS INSURANCE COMPANY NAME OF INSURANCE COMPANY 54 THIRD AVENUE, P.O. BOX 4070, BURLINGTON, MA 01803-0970 .tom ADDRESS OF INSURANCE COMPANY WCC 5004911012012 02/02/2012 - 02/02/2013 POLICY NUMBER EFFECTIVE DATES Miller McCartin 973 lyannough Road dba Dowling & O'Neil Ins Agcy Hyannis, MA 02601 (508) 775-1620 NAME OF INSURANCE AGENT ADDRESS PHONE 1597 Falmouth Road Bayberry Building Co, Inc. Suite 4 Centerville, MA 02632 EMPLOYER ADDRESS 12/20/2011 EMPLOYER'S WORKERS COMPENSATION OFFICER(IF ANY) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention,employees are hereby notified that tllpsurer has arranged for such attention at the - NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPITAL ADDRESS TO BE POSTED BY- EMPL OYER I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, AM 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name (Business/Organization/Individual): Address: .. City/State/Zip: l `�1 - Phone Are yo an employer?Check the appropriate bog: 4. I am a general contractor and I Type of p oject(required): . 1.LvJ'I am a employer with_� ❑ g �� employees(full and/or part-time).* have hired the sub-contractors 6. LS of construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. []Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' n [No workers' comp. insurance comp, in u 9rarice.# ❑Building addition required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job sit.- information. � Insurance Company Name: Cj Policy#or Self-ins.Lic.#: tjL)C4 ,,5<*q (Zjjnj ��_j Expiration Date: Job Site Address: City/State/Zip: .r Attach a copy of the workers' compensation policy d -ration page(showing the policy number n expiration date). Failure to secure coverage as required under Section 25A of MCTL c. 152 can lead to the imposition of c al penalties of a fine up to$1,500,00 and/or one-year imprisonment, as well as civil penalties in the form of a'STOP WORK ORDER and a fine of up to$25T.V a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of InvestigatiorkoNthe DIA for insurance coverage verification. I do hereby cc under the pains and penalties of perjury that the information provided above is true and correct Si ature: Date: Phone#: Official use only.,Do not write in this area to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: THE h, Town of Barristable : Regalatory Ser&es rAsr Thornas F. Geiler,-Director 'ter 6.. 0 BuEd.in ion Thomas Perry, CBO, Building Co' Lb 200 Main Street, Hyannis,MA 02601' pPww.f own.b arr�ta b l e.ma.us Lop 'Offcec 508=862-4038 Fax: 508-790-623C PLAN REVLEW Ow,nez''� �'-( Z1c� ti( Map/Parccl: Project Address 5— S�`�C -S Builder The fallowing iter were noted on reviewing: W 6-0 1 ) (-4 Fib U. Reviewed by: Date:'-( - �� Frti Town of Barnstable Regulatory Services 9�A,& $� Thomas F. Geiler,Director Building Division Torn Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-62: Property Owner Must Complete and Sign This Section If Using A Buildi as Owner of the subject property, here by authorize — to act on my behalf, in all matters relative to wont authorized bythis,building pern it application for. (Address of Job) Signature of Owner Date t VV` U r Print- ame IfPrope.rty Owner is applying for perrnit pleas e complete the Homeowners License Exemption Form on the reverse side. Q:00RMS:0 WNERPERM(SSION '�ia+sachu� tt Dcpartoxtcroi of P(16iic Safen c,«.. ft. B om-d 411 6uili Idlio- ;ul ttion-s aN+t! Stau;clartl: b.._.. C-onstruction Supervisor License License: CS 57770 Restricted to: 1G , JACQUES N MORIN " s � , 1597 FALMOUTH RD#4 ' k CENTERVILLE, MA 02632' j ` Expiration: 2/16/2012 ('nnuiisi„nrr Tr-4: 16331 4wr a � _ r - - BAYBERRY'BUILDING COMPANY, INC. - CAPE COD COOPERATIVE BANK . - - - JACoUES N. MORIN -MARTHA M. MORIN YARMOUTH PORT.NIA 02675 2 2 J 0 O " _ 1597.FALMOUCH ROAD-SUITE 4' ' - _ 53-716412113 - -CENTERVILLE. MA 02632 - - - - (508)775:8822= - - - - _ _ 3/28/2012.. - _ . PAY To THE Comrrlonwealth of Massachusetts - " **100.00 ORD1=R OF _ r One Hundred and 001100****, **, ***,t, . ****, * *** ***** .***.*****.*. . ►*. ,, **,.,►,.** .. ** **.x** **,► _ _ _ -DOLLARS Commonwealth of Massachusetts --- " Department of Public Safety' -• _7 . One Ashburton Place, Room 1301 �' �'/• '�=` �:'J • - Boston;-MA 02108-1618 - - MEMO Lie# 57770 renewal of construction supervisors lice - Jj'0 2 2 500,10 .-1: 2 L L 3 7 164 11s 906000 18991la - J°O s` D- 19 5 4 12 x ' 20120406 0000130428 493 BOS-414376 00 NOT % RITE StANP OR SIG!] BELOW 1tr'S LI.NP >011000138< CR PAYEE ACCT LACK END GTD BANK OF AMERICA 3' Affidavit of Substantial Financial Interest I, '-5�aafs-A02 //y ofz yi2m_ d , on oath depose and state as follows: CeAj G:44`1e_ q 1. I am an applicant for a building permit for the property located at Map o�`7� , Parcel ,/2,,2_-,P11 The address of the property is �y' 2. 1 have lAd % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is 2-B/2-the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: - Name Address /W 9S 24,Alc, �I� Soo• z ice, %V-z 4. Within the last twelve months, from today' date, which is , i have had a 1% or greater-legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted' building permit applicatio-ns.for property in which I have a 1% or greater legal or equitable interest. B. Within the.last ten days, I have,submitted / building permit applications for property in which i have a 1% or greater legal or equitable interest: 7. Within this month, I have submitted - ( building permit applications for property in which l have a 1°/o,legal or equitable interest. 8. Within.this month,.l have received &/� building permits for property in which I have a. 1% legal or equitable interest. Si ned underthe pains and enaities'of e 'uJh /9�yof e 20��9 P P PrJ — _ 2001-D050/affin REScheck Software Version 4.4.3 Compliance Certificate Project Title: BAYBERRY BLDRS Energy Code: 2009 IECC Location: Barnstable, Massachusetts , Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor.• LOT 2 59 SETTLERS LN BARNSTABLE,MA • • mamma Compliance:4.1%Better Than Code Maximum UA:343 Your UA:329 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. ' It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Ceiling 1:Flat Ceiling or Scissor Truss 1110 38.0 0.0 33 Ceiling 2:Cathedral Ceiling 220 30.0 0.0 7 Wall 1:Wood Frame,16"o.c. 2470 21.0 '' 0.0 119 Window 1:Wood Frame:Double Pane 328 0.320 105 ' Door 1:Solid 21 0.250 5 Door 2:Glass 36 0.310 11 Floor 1:All-Wood JOISt/TrusS:Over Unconditioned Space 1470 '30.0 0.0 , 49 Compliance Statement., The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The propo building has been designed to meet the 2009 IECC requirements in REScheck Ve 4.4.3 and to comply with the mandatory r u ements listed in EScheck Inspection Checklist. ri40 20j2—. Name-Title Sign ure D } Project Title: BAYBERRY BLDRS Report date: 04/04/12 Data filename: Untitled.rck Page 1 of 4 r 20091ECC Energy (efficiency' Certificate- Ceiling I Roof 38.00 Wall 21.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Window 0.32 0.30 Door 0.31 0.29 Heating System: Cooling System: F Water ater• Name: / Me Date: O 2-- Comme f 84.87' Lot 2" , w Area=10,473f Sq. Ft. Or 0.24f Acres _ 13.8' o EXISTING -� FOUNDATION TOP FOUND. N 19.6' ELEV. = 70.16' U W. V sl v 37.69' L=19.68 R=130.00 32,14' ---SETTLERS LANE DCE #00-018 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION - #59 SETTLERS LANE HYANMS,`MA SCALE : 1" = 20' DATE JUNE 11, 2012 REFERENCE ASSESSOR'S MAP 273 PARCEL 122-011 PREPARED FOR: LOT 2 PB 610 PG 93 BA _ UILDING F I HEREBY CERTIFY.THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE DANIEL GROUND AS SHOWN HEREON. A Wi4LA co f 5W 3R-e�'ea�'o No.40980 down cape engineering, inc. , 90 CIVIL ENGINEERS I C LAND SURVEYORS 939 Main Street YARMOUTHPORT, MASS `DATE REG. LAND SURVEYOR Town of Barn stable Building Department 200 Main Street EMIMST"LE. * Hyannis, MA 02601 �byF 6 A• (508) 862-4038 O MA'S Certificate of Occupancy Application Number: 201202014 CO Number: 20130024, Parcel ID: 273122011 CO Issue Date: 03/21/13 Location: 59 SETTLERS LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village:,, HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed a INE i TOWN OF BARNSTABLE Building 201202014 'Permit • BARNsrABIX, Issue Date: 05/01/12 y MASS. �ArFC 339. A Applicant: MORIN,JACQUES N. Permit Number: B 20120982 Proposed Use: DEVELOPABLE LAND Expiration Date: 10/29/12 [Location 59 SETTLERS LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273122011 Permit Fee$ 841.50 Contractor MORIN,JACQUES N. Village. HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 165,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A SINGLE FAMILY HOME 3 BEDROOM HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,JACQUES N TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH ROAD,SUITE 4 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PR Building Permit Issued By: THISPERMIT CONVEYS NO RIGHT TO OCCUPY ANY'STREET;ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED:BY THE JURISDICTION::STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY%BE. OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF.THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS-OF ANY APPLICABLE SUBDIVISION RESTRICTIONS: " MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). y r , Z', r f BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS q� 2 2 s'!S✓ �Z— 1 Heating Inspection Approvals Engineering Dept -Fire Dept 31G13 2 Q.0 (� B ar 0 Health � ) 17 5 � I Roma, Paul From: Jacques Morin, Bayberry Building [bayberrybuilding@comcast.net] Sent: Thursday, September 20, 2012 2:48 PM To: Roma, Paul Subject: Emailing: Set- Lot 2 Energy Res Check-2 Set- Lot 2 ergy Res Check Attention Paul Roma: Hi Paul, I had discussed with you a week ago the need to use a few bays for trunk lines for HVAC at Lot 2 (House #59) Settlers Lane. You requested that I provide an updated Res-check showing the diminished insulation in those bays and that as a result it would still pass a Res-check. Because of the size rigid insulation needed it became apparent that the normal ducts would not allow for any rigid insulation. To correct that, we now will. be using about 12 bays and provide about a 4" high oval at the appropriate width within the bays which will be double wrapped with blanket insulation providing an overall of 8.4 R-value on each side of the duct. (16.8 R-value overall) Additionally, we would plan to first put in two inch foil faced 12.8 R-Value rigid insulation as an additional insulator and vapor barrier. The cut sides of the rigid will be foamed to provide an airtight fit. Additionally, we will also fit fiberglass insulation around the sides once .the oval supplies are installed in those slopes. The area of the slopes is approximately 110 s.f. As requested, I have had Map insulation do a new Res-check based upon the change in R- Value from the original- R-30 to now what would be an R-28 (technically 29.6) . The fiberglass will also provide even more insulation. Based upon the new information the Res-check provides almost no change in R-Value to those bays or of the whole home. Unfortunately with some of the home designs that have open floor plans the hidden areas for large ductwork cannot always be provided and with the ever changing energy codes we will need to occasionally look at alternative ways to meet the same requirement. Please let me know if you should have any questions as we plan to proceed using this method. Regards, Jacques Morin, Pres. Bayberry Building Company, Inc. Your message is ready to be sent with the following file or link attachments: Set - Lot 2 Energy Res Check-2 Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e-mail security settings to determine how attachments are handled. I 1 l REScheck Software Version 4.4.3 Compliance Certificate Project Title: BAYBERRY BLDRS Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type; Single Family Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: LOT 2 59 SETTLERS LN M.A.P.INSULATION CO.INC. BARNSTABLE,MA Compliance:3.5%Better Than Code Maximum UA:342 Your UA:330 The%Better or worse Then Code index reflects now dose to w npfanm the house 1s based on code trad"If rules, It DOES NOT provide an estlmsto of energy use or mst relative to a minimum-code home. Gross Cavity, Cont. Glazing UA Assembly Area or R-Value R-Value or Door -Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1110 38.0 0.0 33 Ceiling 2:Cathedral Ceiling .110 30.0 0.0 4 Ceiling 3:Cathedral Ceiling 110 28.0 0.0 4 Wall 1:Wood Frame,16'o.c. 2470 21.0 0.0 119 Window 1:Wood Frame:Double Pane with Low-E 328 0,320 105 Door 1:Solid 21 0.250 5 Door 2:Glass 36 0.310 11 Floor 1:All-Wood Joistlrruss:Over Unconditioned Space 1470 30.0 0.0 49 Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed bull n has been designed to meet the 20091ECC requirements In REScheck Version 4.4.3 and to comply with the mandatory require n listed in the REScheck Inspection Checklist4Date Name-Title tur Project Title:BAYBERRY BLDRS Report date:09120112 Data filename: Untitled.rck Page 1 of 4 �tNE nn," TOWN OF BARNSTABLE Building 201506627PermitBARNSTASLE, Issue Date: 10/14/IS 9 MASS. �Ar 1439. A�� Applicant: Permit Number: B 20152893 Fp� Proposed Use: DEVELOPABLE LAND Expiration Date: 04/12/16 Location 59 SETTLERS LANE Zoning District RC-1 Permit Type: RES SOLAR PANELS Map Parcel 273122011 Permit Fee$ 91.80 Contractor SOLARCITY CORPORATION Village HYANNIS App Fee$ 50.00 License Num 168572 Est Construction Cost$ 18,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND INSTALL SOLAR PANELS ON EXISTING ROOF. 7.42 KW 28 PANELS THIS CARD MUST BE KEPT PQSTED UNTIL FINAL. INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,JACQUES N TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH ROAD;SUITE 4 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 026h Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PtkmANENTLY. ENCROACHMENTS ONP C PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERSMAY BE- OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION ' RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ' o • 5' e � ® BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept f Fire Dept 2 Board of Health .I. �f<✓ z NOT ALL SYMBOLS ASSESSOR'S MAP 273 PARCEL 122-011 LEGEND ARE UTILIZED. ZONING SUMMARY ® SEWER MANHOLE Lot 0 ZONING DISTRICT: RC-1 ° FIRE HYDRANT Area=10,473f SF MIN. LOT SIZE 43,560 S.F. Or MIN. LOT FRONTAGE 125' �So WATER GATE VALVE o ` 0.24f Acres MIN. LOT WIDTH - O CATCH BASIN /` -� MIN. FRONT SETBACK 30' ® I MIN. SIDE SETBACK 15' [551 — PROPOSED CONTOUR MIN. REAR SETBACK 15' SIGN ZONING DISTRICT: PI — AHD TM' MIN. LOT SIZE 10,000 S.F. TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) EANOUT CI Lu MIN. LOT WIDTH 65' az/ MIN. FRONT SETBACK 15' 66 ExIsrlNc CONTOUR MIN. SIDE SETBACK 10' PROPOSED 6" SEWER MIN. REAR SETBACK 20' 3816. U HOUSE #5 STUB INV.: 66.5 PROPOSED SPOT GRADE w MAP 273 PCL 22-011 61.5 SITE IS LOCATED WITHIN THE GROUNDWATER / o T.O.FND. 0 INV.: 64.0 PROTECTION OVERLAY DISTRICT 7 . APPROX. TREE LINE 8.99, ` + 50.12 EXIST. SPOT GRADE �0 FLOOD ZONE: C vv Uj (FEMA FIRM PANEL# 250001 0005C) 9-19-85 PROPOSED LEACHING PIT 6'X14' EFF. DIA PITS 373• REFERENCE: S S— SEWER LINE .J W W WATER LINE / N J 1 tit — G G— GAS LINE J r^ PREPARED FOR: E U.G. ELECTRIC ANTIQUE STYE POST LIGHT BAYBERRY BUILDING 4 LOCATION : LOT 2 #59 SETTLERS LANE a SCALE 1" = 20' DATE : 4-9-2012 SHEET 1 OF 2 i �'11A OF&,4 �{OF DANIEL - off 5GS-362-4541 { .n QANIEL A. yJ, fax 506 362-9660 OJALlk f0 ALA tq •a�I6502 Np. 8 down cape engineering, inc. Cl V7L ENGINEERS Scole:1"= 20' J �w� salty �� 1��!' LAND SURVEYORS y. DAN EL A. OJALA P.L.S. P.E. DATE 939 Main Street — YARAhfOU7HPORT, MASS. 0 10 20 30 40 50 FEET �. JOB 00-018 _00-018 DEFIN & SEWER 40A + 40B.DWG GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCH GRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT 72.0 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS: HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS w AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD zuj SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. J > ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER p o BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. z 8"X6" WYE INTO MAIN 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o 64.0 f9 CONTRACTOR TO V.I.F. 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW n 2% TO STUB AVAILABLE 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. / PRIOR TO ANY PLUMBING WORK. RAISE IF REQUIRED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. --8.9% 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ,ON SITE. 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB JJ 9. SEWER PIPING 8"OSDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH AT LOT LINE (TYP.) LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL 4"SCH40 PVC AT 2 MIN. FROM LOT LINE TO HOO USE 10. COMPONENTS,NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL(24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEE CLEANOUT DETAIL 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY ,FROM HOUSE AT ALL POINTS. m"WEESIDER1®,j 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED - j��JJ OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BA E H BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO 'ALLOW MOVEMENT GRADE AT EA. END. - LOCATION LOT 2 #59 SETTLERS LANE POURED CONCRETE DONUT 1.5 CU.FT.f SCALE 1" = 20' DATE 4-9-2012 SHEET 2 OF 2 4.0"0SCH40 PVC c3' DANIELA. �G�, ��� DANIEL. 4�yG OFN off 508-362-4541 OJALA A fox 508 362-9880 CIVIL OJALA c 4"PVC AT 2% MIN. SERVICES No,4C502 a , %80 o down cape engineering, inc. CLEANOUT DETAIL o�� v ST G aF CII,IL ENGINEERS ''. ,VN, N f�gSUR%t tj�g� ,r LAND SURVEYORS H-20 FOR USE IN PAVED AREAS UTILIZE PLASTIC COVER IN LAWN AREAS DANIEL A. OJALA P.L.S.�P.E. DATE 939 Main Street - YARMOUTHPORT, MASS. JOB # 00-018 _00-018 DEFIN & SEWER 40A + 40B.DWG I MOM ®� ®0� ®� 00® �- son ®sue • �■® __ --_ ■■■MIAMI _ ----------- losses■■■ _ ■■■■■■■■■■■■■■■�— ■■■■■■■■■■■■■■■ . ■■■■. == 1 losses■■■ - = Rol ININIMlesson - __ _ - -- ■■■ r- ■■■ _= ME ---� i 0 ■■■■■■'�■■ ���,� ■■■ � - - - :,l�■■ 1: � � _sue■_ ■■■■■■;■■ ■■■ _ _00 ■■■ • „ . 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TABLE 9 WALL OPENINGS - HEADERS ° 9.1 ROOFS `° �°°, '• '• '° '•°, `°'a °•°, "•`a "• '• F.CCF FF.'4'-1VG IEH6EP.5F'4\9 CH=CY,E>l.=O4'f14FTEe'?J9E AM Oc-N T_C_"--66E'S L=�"''-E. �L °°n'e C'o°.'b�e•.°d�e°.°R��c L'n b'o A�° dns°fin' JI=�[I-AA-____________________________________F3URE I................5 2_FT t 5"IA-LER DF V' k I IN LOADBEARING WALL -RJS9 Gk kAP7E-c CU n'JECTIG nS i.._G 4LEELkIV�041-Li 'JJ-E6: - • • ° • ° • • ° pq:r':pc-E-Al y C::Vn=C."r7 FL5 I. -FS C145<LIST bi-AL BE rET'N 1-6 ENTIkE'- E<CLUDIhG'F5 5FEC=ICE<CEFTICK ACTED IN TC CG`1F_Y WIT-4 TAE .'b�e °d'e F.'o �'n C'e 'A•e °b'A L"A 'p�o A'• OF L IF T----------------------------------------'TAE=I_........................................LzI2217-L=�L P.fGLIFEI'ENTo OF-60 Cl'P.59n.L1.. ITE`1 I.IF THE;FE.KLIST I6 IET N 1-5 EATIPE7Y 74EN-1-E FCLLGIJIVS rE-4-eTRAP& _4TEP.AL..._._.______________________________ ___.____- _._.__._.__.____-__-_.__.L•1�_F- ./ 4\D I-CLC DCALh6 AR=A°7T kE_^:Ulc'EC c'ER T-4E UFC.M'10 MP-I GL'DE: ZHEAR._____________________________________.'TAE_=1----------------------------------------5-='L- A 6TEEL 5-;ZA-S=Ek P Mirk-5 kID3E S1RA=CGN\IECTI7AS IF CCLLAit-P.S NET LSED PER!145_E IaL_._.____._._=V_________________1=,2ZL,=L= C--ACE 3TP.APS PEi FILL==II aAELE G_4<E.:LTL':::CEG-'.............................FlaJFIE'6`i,-------__.___=FT<5'-IA_LER;F'2'Ok L^CAL C Lc'LIFTSTR.S"EY'F1'JF-E'4 -kJS6 OR RAFTER CCAN5C-CVS A-VOA-LOAL'5EAFIV3 WALLS L:4LL b-k{FS FEk FGLRE Il PPCPP E-APY CCVn=C-OPi, E CCk\Ek S76J WC L-I DCLIAS FC FIGLCE I6a LAL PGLT<£'!- UPLIFT,________................................TAE_n 1<I,_.________. ..._.____.•._.._____._..u.411_r. °/ _ _ _ _ _ I L BE P- -I T-EC I aNI>`L 15-CCED IE EF LL I EI 117 91 64T II i:V:i:F En nL• IEG I C. 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STUDS AND HEADERS PFI\5-YP=______________________________'F EP 1(),^I G'nr>a.Cd-n.�Ti?.C?:._._._.___.__._._._._. �_ 5C1TV-1 BILL F_ANE IN E<TEkOk LAL$5W"_5E A`1\1-IL`1 2"N:NCFIN{L 1a1CK\IE6S FRE6SJRE 1R:5A-�!•ORADE. kccF -H6cVE66.____ _____________________________________ IN.)l"G'1-5' �L < 4,=PO''l T.6LE'0 An i A 4NG_OCATION::=U4LL 91-=A-Hn'u 4VC 6JI_CIVS AaP=-C-P'4TIC,GE1Ee'-IINE"EP'G�17 FL_L-HEIGLT _________________ '� ,Ire ''I �j �!G P.C.GF SFE•:TJIVS Fay-=VIVS.________________________. ,'TAB-._._._____-----------_._._.____._._.--------- �� SABATH NG ANC V4'L SFAC NG R=RJR=`�=V-6, i AROUND WALL OPENINGS 6LILD_ :CS:ACL'GE55 - ❑E91Gh /////jjj/�/J/r// //////��(�jJ/// J//��}'��--//(/// //�t'�l//ifj f{�� /�/�C�?//�j��(J��I //�,, // /%�� L.✓�l.✓O�_%!�(! 0�9 ✓/�C-ICJ�1�9 t:`JO t✓��y U DATE fe=V151Gh 7ieGwh F'• r FAG^E 5G.LLE BAYBERRY BUILDING CO, LEXINC�TON ONE 04-10-12 a JB _ CF 1,4 J8 Lucas fc, r�s TWOla CAR l \ fU P.F:GF4-�E:F_i s..I QL_E=!E4=.IG.N e•.F`)F_nIMLE R UY-_L n E-I Rt :Se ANC F.ENF_F.CENENT C- W CA I'-'R/*GI- I LOLrIL 6L L�WeS LO���J�O��IJ_JC�Ee.•e L'E�15AE�I-.�n4-6E_1L �SP�A E_E I°�'eE LE=41 AED 9�4:_�e_e�L=_nC'D'J9^nG eCLE+T^e Le :.E�.F-�iFIC IM:e_EL Et a F_1::•EaleJ!e_E P"''41� f508J 494-9534 ,. 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V � p'_ae ,G �11 �'�" ° ❑ :� SECOND FLOOR PLAN 51-G" 3JILG Ek JOE AL'DrtEBE GE51SK fJ ( `�tlyp/���,��JJ�� (/% J/$' � `! � alu v OV' V Y e'C�C� p 1: 0 V ==TE rc=V13 i:N 7kALLN E" F��E G-LE B41 BERR r BUILDING CO. ���� 04-10-12 Js •�OF_(2 'ra.ry �lB Dca3IL. �"ls LEXINGTON ONE TWOCAC r l C A GC W '.Lf.F�._."�L-J Ks�L1.v_�_-'"�;4FJ6_I.'{.11f'�n+S_l :�L:f::i-I!'L.!•R.'",IIF_..L ..,�(La; 41L�JV 4LNI)vL��_VI J JL_�'n_r;__ :'J V�°.--- f:,-L_ <�Nfaj 6NL_LIILJV�L_Gv.14:'�IL VL IlRll'JL!'IY. ' } W CAR V!•-�f�f'1 L 1 ••G�u�'c.11_C'JS,:LC.ES AA=�(vIJ�ACE6.E C'-L'a'Je riY J_-B6 J3L'>.EiF_Ad E_E ~ f1.5-6E iZ6>:YIIAS'bT_Si iL F.'+l��'•LrlTl_AE�ALr•�c-i-�_= !_':.ER�"5TRlL'-.IR4L Eld"aJrS FGr_ uJ•51ZE �.C.Cam✓.l8S• '• • I " Cll �F 911E 4::VJIII.�.:�0.I�F IF_.ILL J iG•-JVij 4U41nG:;inn 4.�II�V. "F-�II::L1 G L:;:W�.G vV.-�_� Ly.GV Y'a L:l::"l LJa f�_!. I y L:'�-_LViln_LS-.V-1-N,CA,f:Ll;- L , 1 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTER11ED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER: t 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. ' CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL ; Imp CURRENT AT MAX POWER COMPLY WITH ART. 25,0.97, 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 . r, PV1 COVER SHEET PV2 SITE PLAN a PV3 STRUCTURAL.VIEWS • �' ' PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES cutsneets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION. - 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 • REV BY DATE COMMENTS AHJ: Barnstable ifs r' REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Cambridge Electric Light) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-0 2 615 0 7 00 PREMISE OWNER: a DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE POLDIAK CHRISTINE i POLDIAK RESIDENCE Chen Yang SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: i •�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN COm Mount T e C 59 SETTLERS LN� 7.42 KW PV ARRAY ►��. ORGANIZATION, TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: H YA N N IS M A 026 01 TM K OWNER: ORGANIZA710N, EXCEPT IN CONNECTION WITH � Y 24 Si. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) Hanwha Q—Cells # Q.PRO G4/SC 265 * ' SOLARCITY EQUIPMENT, WITHOUT THE WRITTENry- q PAGE NAME: SHEET: REV: DATE Marlborough, MA 01752 P*AISSION OF SOLARCITY INC. INVERTER' T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 (774) .470-2669 " COVER SHEET PV 1 8/17/2015, (888)—SOL;—CITY(765-2489) www.solarcitycom PITCH: 24 ARRAY PITCH:24 f MP1 AZIMUTH:287 ARRAY AZIMUTH: 287 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 24 ARRAY PITCH:24 STAMPED & SIGNEDMP2 AZIMUTH:287 ARRAY AZIMUTH:287 FOR STRUCTURAL ONLY FOR Comp Shingle.- STORY: 2 Stories A B A ' Q G _ TdW JASUPJ WIC GAP. ZdW T01MAN 0 STRUCTURAL L UCTU No.5155 9 Q ¢- c�,�� Ise' , `` Dig son Toman Date:201 .17 09:28:31 -07'00' o le el I e I e _ LEGEND In 0 (E) UTILITY METER & WARNING LABEL m� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC ES AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS r,--�_1 DISTRIBUTION PANEL & LABELS LOAD CENTER & WARNING LABELS OO DEDICATED PV SYSTEM METER Front Of House AC STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR © (E) DRIVEWAY --- CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED r, _1 INTERIOR EQUIPMENT IS DASHED 59 Settlers Ln SITE PLAN Scale: 1/8" = 1' z 01' 8' . 16, momm PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN NUMBER J B—0 2 615 0 7 0 0 � a ■ CONTAINED SHALL NOT BE USED FOR THE POLDIAK, CHRISTINE POLDIAK RESIDENCE Chen Yang +���SolacCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: l arT NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 59 -SETTLERS LN 7.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES:- HYANNIS MA 02601 :1 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) HanWha Q—Cells # Q.PRO G4/SC 265 PAGE NAME SHEET: REV DATE Marlborough,MA ing 2, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)636 oroug F. (650)636-1029 PERMISSION of soLARarr INC. SOLAREDGE SE6000A-USOOOSNR2 (774) 470-2669 SITE PLAN - PV 2 8/17/2015 (888)-SOL-CITY(765-2489) www.Balarcity.ca t (E) 2x6 2x6 S1 S1 _1 12'—7„ 70, (E) LBW (E) LB _ W - SIDE VIEW OF MP1 5IDE VIEW OF MP2 NTs - A B MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 6411 " 24° STAGGERED ' PORTRAIT .48" 19" PORTRAIT 48" 1919. ROOF AZI 287 PITCH 24 ROOF AZI 287 PITCH 24 RAFTER. 2X10 @ 16" OC STORIES: 2 RAFTER 2X10 @ 16 .00 STORIES: 2 - ARRAY AZI 287. PITCH 24. ARRAY AZI 287. PITCH 24 C.J. 2x8 @16" OC Comp Shingle C.J 2 X8 @16" OC . Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER STAMPED sc SIGNED & FENDER WASHERS FOR STRUCTURAL ONLY LOCATE RAFTER, MARK.HOLE _ ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT . (6) . ` HOLE. A 2 SEAL PILOT HOLE WITH ZEP COMP MOUNT C (4) O POLYURETHANE SEALANT. Vic] JASN WII�.kA�9 G� _ TUMRN INSERT FLASHING. v; ZEP FLASHING C (3) STRUCTURAL(3) _ _ . (E) COMP. SHINGLE (4) PLACE MOUNT. ,off �, a.5155 (�) IST (E) ROOF DECKING (2) . NAL (5) INSTALL LAG BOLT WITH. Dig y Jason Toman. . 5/16" DIA STAINLESS (5) SEALING WASHER: Date: 2015.08.17 09:28:25 -07'00' STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT, WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER 1 STANDOFF S1 Scale: 1.1/2" _ V CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: — PREMISE OWNER: DESCRIPTION: DESIGN: ■ JB 0261507 00 POLDIAK, CHRISTINE POLDIAK RESIDENCE a �SolarCit CONTAINED SHALL NOT BE USED FOR THE Chen' Yon BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: a� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 59 SETTLERS .LN 7.42 KW PV ARRAY h% y. PART TO OTHERS OUTSIDE THE RECIPIENTS 1MODULES:-� HYANNIS MA 02601 ORGANIZATION. EXCEPT IN CONNECTION WITH24 St. Martin Drive, Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) HanWho Q—Cells # Q.PRO G4/SC 265 PAGE NAME: SHEET. REV. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PEtIMISSION of SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 (774) 470-2669 STRUCTURAL VIEWS PV 3 8/17/2015 (BBB}soL-CITY(765-2489) —.sdarafly.aom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:BXH40K Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE #SE6000A—USOOOSNR2 LABEL: A —(28)Hanwha Q—Cells t Q.PRO G4VSC 265 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:307138027 Inverter; 60 OW, 240V, 97.59.; w/Unifed Disco and ZB,RGM,AFCI PV Module; 265 241.3W TC, 40mm, Blk Frame, H4,.ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.01 Vpmax: 30.75 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E3 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 1 200A/2P Disconnect 3 SOLAREDGE DC+ ' SE6000A—USOOOSNR2 DC- MIR1: WIS (E) LOADS A —————— EGC �� ---- DC+ 1 N. DO 1 - 2 35A/2P EGC/ Dc+ + . - A ---- GND -------------------------------.-----— — GEC ---TN DG C MP 1X12 I . BI - .. GND -- EC—'C--- —_---- --------- ------------- G ................. N (1)Conduit Kit; 3/4' EMT = tts —l GEC TO 120/240V SINGLE PHASE 1 UTILITY SERVICE I I I 1 _ I 1 I 1 I 1 PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (I)SQUARE D ##H M235 PV BACKFEED BREAKER A (1)CUTLER—HAMMER DG222UR8 PV (28)SOLAREDGE F300-2NA4AZS Breaker, 35Ap2P, 2 Spaces Disconnect; 60A, 240Vac, Non—Fusible, NEMA 3R AC PowerBox ptimizer, 300W, H4,DC to DC, ZEP DC —(2)Ground Rod; 5/e x 8', Copper —(1)CUTLER—HAMMER�DG10ONB Ground/Neutral A; 60-100A General Duty(DG) nd (1)AWG$6, Solid Bare Copper —(1)Ground Rod; 5/8' x 8'. Copper i (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 3 O 1 AWG#8• THWN-2, Black (2)AWG#10, PV Wire, 60OV, Black Voc* 500 VDC Isc =15 ADC IsI—(1)AWG#8, THWN-2, Red O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.96 ADC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1 Conduit Kit; 3/4'-EMT, - . . , , - , . • , , -- . . . . . . * ._ . . . .. . . . . . . . . . . . . .. . .-(1)AWG#8,•TElWN-2,-Preen . - EGC/GEC--(1)Pond uit.Kit;.3/4'.EMT. - - . - , • . . . (2 AING#10, PV WRre,60OV, Black Voc 500 VDC Isc —15 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp `350 VDC Imp=8.97 ADC (1)Conduit Kit; 3/,r EMT PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER J B-0 2 615 0 7 00 CONTAINED SHALL NOT BE USED FOR THE POLDIAK,. CHRISTINE POLDIAK RESIDENCE Chen Yang �;,;So�arCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 59 SETTLERS LN 7.42 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: H YAN N I S M A 02601 " ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Drive,Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) Hanwha Q-Cells # Q.PRO G4/SC 265 PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 (774) 470-2669 THREE LINE DIAGRAM PV 4 8/17/2015 (888)—SOL-CITY(765-2489) www.solarcity.capt Label n�- Location: Label Location: Label Location:. - 0 0 0 -o o ry� (C)(CB) (AG)(ROI) 1 0 (DC) (INV) Per Code: Per Code: Per Code:. NEC 690.31.G.3 eo 0 0 ° _ s NEC 690..17.E o o Ie a o-..e NEC 690.35 F Label Location: - TO BE USED WHEN m, lNVERTER IS e p p pry D (DC) (INV) - e Wr► D O Per Code: - t- UNGROUNDED V NEC 690.14.C.2 u .. Label Location: Label Location: (POI). -e (QC) (INV) . �i ' _m ° p' Per Code:. .e .. Per Code: •"-o 00' ,e ,o o y .- NEC 690.17.4; NEC 690.54 NEC 690.53 ,, 5 = « ... i x. d,. n-� - - Label Location: o (DC) (INV). p_ Per Code: NEC 690.5(C) o- Label Location: (POI) o •I -o - o - Per Code:_ o s o NEC 690.64.B.4 Label Location: - 1� Per Code: ^. m-. � Label Location: NEC 690.17(4) (D) (POI) © t Per Code: _ Q :c o e rK t NEC 690.64.B.4 - Label Location : ( ) Pe Code:. . Label Location: o - o o NEC 690.64.B.7 ) o'«® o ° (AC : AC.Disconnect O. p © ►1tt��:: (AC)(POI) D : O PerCode: x" °p (C); Conduit Combiner NEC 690.14.C.2 (CB): C r Box' (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: - (INV): Inverter With Integrated DC Disconnect (AC)(POI) (LC): Load Center Per Code: ;. (M):Utility Meter (POI): NEC.690.54 - `' Point of Interconnection e- e GONFlDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR �� j' 3055 Clear view way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �� San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set Solar i T:(650)638-1028 F:(650)638-1029 XCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE E �t (888)-SOL-CITY(765-2489)www.501arcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o t,SoiafCity ZepSolar Next-Level PV Mounting Technology r,^SoiafCity ZepSolar Next-Level PV Mounting.Technology Ze $t@IY1 Components P Y for composition shingle roofs r . - lirounul2ep Interlock (Yey si&smrml Conpalibk-PVUdu[e �•�.._... r ...�' - —..✓ ZeP Woorc " �•....+ - _ ., Roof Attachment QpOMPATj _ a - °�� Description h r / PV mounting solution for composition shingle roofs �pCeMPPS�O Works with all Zep Compatible Modules . • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules -- Auto bonding UL-listed hardware creates structual and electrical bond U` LISTED Comp Mount Interlock Leveling.Foot Part No.850-1345 Part No.850-1388 Part No:850-130 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 • Designed for pitched roofsL_ 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 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolaccom 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.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspals.com. - 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 _ 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 solar=oo ] so l a =0 "- SolarEdge Power.optimizer Module Add On'for- u North America P300 / P350 / P400 -SolarEdge Power Optimizer P300 P350 P400 - . . - - - jfor 72-cell PV (for 96-cell PV - Module Add-On For North America :. or 60-cell y: modules) modules) modules).� (f modu modu � modu - -- �� '- �.!INPUT:. -. .. P300 / P350:/ P400 Rated Input o�Power ...: 30D 350 400 W ............:............... i Absolute Maximum Input Voltage.(Voc at lowest temperature) 48 60 80 Vdc Operating Range - - 8 48 ....8..60.. 8 80 Vdc MPPT Maximum Short 10 Maximum DC lnpulrcuit[Curren[en......... _ ... ....... _ ... ....125,.. ...Adc..... ............................... ....... ...................... .. ..... ..... t(Isc) _ 'Maximum Effi Tflc .....5 %. Weighted Efficiency.. :........ ...... ... ............. ..... 988:.. .. ...... % . . - ,- • ' Overvoltage Category II _ OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER). — F - - Maximum Output Current 15 - .' .- -. •', � ..............................:............ :......:. .:........................ � ....................... .... ......... .... ... � it Maximum Output Voltage 60 - Vdc OUTPUT DURING (POWER OPTIMIZER.DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Voltage Per Power. . - ISTANDARD COMPLIANCE' - EMC FCC Part15 Class B IEC61000-6-2;IEG63000 6 3 .... .... ...... ............ ..... ......... .......... .......... .... .. ..... .-. .. - •'-.., y' -Safety .. .. ... ... IEC621093(class II safetYh UL1741 uRoHS 4 INSTALLATION SPECIFICATIONS �. � �. Yes. Allowed System Voltage - 1000 Vdc -Dimensions.(Wx H)..:. ........................ ........... .... 141x.212x40.5/5.55x834x159.... mm/in ...... ..._. .... ... .. .... ... - . _ - ,• ., ,, ,. .. Welght(mcludmg cables) ...... ......... ..... 950/2.1 ......... .. ..gr/........ ' ...... .... ...... ............ ... - .. ' - Input Connecto....................................... ........... ...MC4/Amphenol./Y5°... ..... rT Output Wire Type/Connector Double Insulated Amphenol... Output Wire Length .. .. .. .....0.95�/3.0.... ...... ....1.2/3.9m/ft .. ,.x ... ...................... .............. .... ...... .... Operating Temperature Range -40-+85/-40-+185 ''CJ'F - ... .. , t- c I Protection Rating....................................... IP65/NEMA4 _ ... or 1 %m ........ :.. ...... .. ee .cPs t.lP.ei—e w7 THREE SE - - j PV SYSTEM DESIGN USING A SOLAREDGE - _� REE PHA THREE PHASE JNVERTER"'! SINGLE PHASE 208V 480V PV power OPtHTIIZation at the module-level - Minimum5tnng Length(Power Optimizers) - 8 - 10 18 _ ........... ................ .... ......... .... Up to 25%more energy _ - Maximum String Length(Power Optimizers) - 25 25 _ .............. ..P...... g .... .. .... ... .. ` - ' - Maximum Power .er Shm - 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: _ _ . . . .. . ' - . . - xat:. — 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.SOIaredge.uS •�Q•d@�'R•!mP'�• - xk = Single Phase Inverters for North America =oo ' ` =fl '° ' s o la r a SE3000A US/SE3800A US/SE5000A US/SE6000A US. soar � SE7600A-US/SE10000A-US/SE11400A-US $„ SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE7600A-US SE10000A-U5 SE1140OA-US . . OUTPUT SolarEd a Single Phase Inverters r# �` ° E`. 1000 @240 9 J €�' ; ,v Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA -a - - -5400 @ 208V 10800 @ 208V a #� u-z `' Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America F , _k ., 5450@240V 10950@240V ...... ........... ...... ..... .. .... .. ,; , w `,F„, y ,.' ` AC Output Voltage Min:Nom.Max.• _ _ ** 183 208 229 Vac ............ ......✓...... .............. ....... SE3000A-US/SE380OA-US/.SE5000A-US/SE6000A-US � :............................. ...Y. ................ ................................ . .. .... .. .. a < • ., r AC Output Voltage Min:Nom:Max. - E1 OOA-US SE11400A-US 211-240 264vac SE760OA-US/S 00 / � F. � :, �r. " .a . . AC Frequency Min:Nom:Max.• 59.3-60-60.5(with HI country setting 57 60-60.5) Hz Max.Continuous Output Current 12.5 16 24 @ 20 25 32 48 42 @ 240V 47.5 A ..... ................................... .. ..... .......... . ....... ........... .... .. .. .. .. ........ ........ ................ ........... ........ ............ ................ ......... ...... .. ... . - �� Utility Monitoring,Islanding. ..,.,.. _,.�..• ,,,,... ., - - x: Protection Country Configurable Yes .......... Thresholds 5•�t:z4 INPUT Recommended Max.DC Power'". - - .M «a m V¢at5 - L Transformerless,Ungrounded�� 750e ....... ..................... ...... .............................................. ....................................... ........ ... ... ......... W. Input Rage .. .. .............................. ..... .......... ......... .. ...... ... - Max. Vo -S00 Vdc . .....:7 .... ...:.:. .... «„ .... ...... ..... ... .. ..... ;e. ,; - ,„ -Nom.DC Input Voltage -325 @ 208V/350 @ 240V Vdc - - .... ._... wf..._ .............. ............ ......... ............ ......... ............. ............ .............. ......... 33 Max.Input Current— - 9.5 13 @ 18 23 @ 2 34.5 - Adc - .. `Y• . . .5@24 ..:... .. 0.5@24. . .. .... ..... ..._ _.._...- .w ....-r ... .... .. ................... ... .............. ..... .... .I.. .... ....................... .. ...... .. . .. ........... .. Max.�lnpu[ShortCircult Current 3015 45 0 Adc V 3 V Reverse-Polarity Protection Yes................ ......... .............. ..................................... .. ....... ......... .............................................. ......... , Ground-Fault Isolation Detection 600kn Sensitivity - t ........................ ............... .. ..... .. ..... .. ..... .. ..... .. ... ... ... .... .. .... .... ... .. ... - �x+h'+:? _- --•• .:. •:�..� _ 'T. T"': Maximum lnvcrtcr Efficiency 97.7 98.2 98.3 98.3 .98 98 ........ t 197.5 @ 208V I 97 @ 208V CEC Weighted Efficiency 97.5 98 97.5 97.5 97.1 % .............98 @•240V - ..................97 5 @ 240V ' Nighttime Power Consumption...... ...... ...... ..... <2.5 ............... .<4 ... ..... ... .. a �', = - _- " `•' ADDITIONAL FEATURES t�. -- -- - edCommunicationlnterfaces ...............•..-.•...-...--....-R5485,R5232,Ethernet,ZigBee(optional),.,..,-..-... ,,,, .....-..,..-.-.- ,..-... Revenue GradeData,ANSIC12.1 - - --- -Optional-- - - - --- T ' q f STANDARD COMPLIANCE : Grid Connection Standards.......... ........................................ EEE1547 98..........................................-......... ......... - . ........................................... . ...................... .... ........... ..... ........ .... - --. - Y, _ ;....r $ 'w rs. „'r;, -. •, ., x _ Emissions . . 1, FCC�part15 class B CSA - UL174 22.2 I "c _ INSTALLATION SPECIFICATIONS " e ; AC o uit utput cond size/AWG � ran a 3/4"minimum/24-6 AWG 3/4"minimum/8-3 A WG DC input conduit size/#of strings - -- . 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14 6 AWG ' ,DWG rangte . 3 K Safety 30.Sx12.Sx7%-- 30.5x12.5x7.5/ x x - in/ .. Dimensions with AC DC 305x125 105 775 315x260 .k y , •e,- ., :!' = ,..,ut i ,.,;,r ,i: _°"" SWltch.(H%W%D 775 x 315 x 172 775 x 315 x 191 mm .. •..- -> . .r ;,,_.._ ,,_ Weight with AC/DC Safety Switch...... ... 51.2/23:?..:.......�... 54.7/.24:�........... .. 88.4/40.1 ..':Ib/.kg... - -- _ .. ............ .. ............. ......................... ........................ Cooling Natural Convection Fans(userreplaceable) ........................... .... ................... ........ .. . . - Noise . . <25 <50............ ...dBA . . . . The best choice for SolarEd a enabled systems ........ ... g y Min:Max.Operating Temperature - - Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Ran a 13to+140/ 25to+60(CANversion"•"-4..to+60) F/.. .. ... ....... ........ .................... .......................... ... ........ . - -� � Protection Rating NEMA 3R Superior efficiency(98%) .-.--.etting..easec contact support. ................:..... 'For other regional settings please contaR SolarEdge support. — Small,lightweight and easy to install on provided bracket - - Lim led to 125%for locations where the yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77'F/25'C. For detailed information,refer to htto-//wwwsolaredeeus/files/odfs/inverter do oversizine auide.odf- Built-in module-level monitoring - - "•A higher current source maybe used;the inverter will limit its input current to the values stated. "CAN P/Ns are eligible for the Ontario FIT and micro FIT(micmFIT exc.5E31400A-US-CAN). Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only i Pre-assembled ANSI AC/DC Safety Switch for faster installation -; Optional—.revenue grade data, C12.1 i - USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWW.SOlaredge.Us r Format 65.7 in x 39.4 in x1.57 in(including frame) (1670 mm'x 1000 mmx 40 mm - W. - eight 44.09 lb(20.0 kg) •.a•..° .m _- - From Cover 0.13 in(3.2 mm)thermally.pre-stressed glass - _ with anti-reflection technology_ - - - - j- - - Bacilli Composite film _ -. ..- -^ -'• «- .....�, ..„ °.0 . . . . Y From Black anodizedZEP compatible frame i . . : - ,�•- � . . ;. .'. .''. � .. � Cell 6 Po. Ycrystalline solar cells - - � Junction box Protection class lP67,with bypass diodes T Cable 4 mmP Solar cable,(+)247.24 in(1200 mm),(,)a47.24m(1200 mm) }{]( . . - _-•-P'^� ^'`�- : - - ,1 .Connector; Amphenol,Helios H4(IP68)�`_ . - 1 • • ' , ` ,a • { PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/nit,25°C,AM 1.5G SPECTRUM)' - - - . . POWER CLASS(+5 W/-OW) -� - IWI� -��-- 255{ 260 Nominal Power _ _ .. .w._. P.PP !IW)� 255 260 .a ~. 26..b.........glllf " 11.1 0 ' ' 1 :. Short Circuit Current ml,a [A] .- 9.07-~ -9 15 923 111] . . Open'CircuH Voltage V a [V]- 37.54 37 77 38.01 ' . . . . Current al P� -• _ __.. I -[A] 8.45 '-8.53 -._ •- 8.62 - Voltage at P,•, - Vr. [V] �. 30.18 - `30.46. - . . - 30.75.1 The new Q.PRO-G4/SC is the reliable evergreen for all applications,with _ Efficiency(Nominal Power) B` [%] -� - a15.3 ` --z 15.6 - i15.9 a black Zep Compatible?M frame design for Improved aesthetics, optl- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:BOO W/ma,455.3C AM I,SGSPECTRUM) th POWER CLASS(+5W/-0 W) [WI 255 W.,260 4 �265 mized material usage and increased safety.The 4 solar module genera- F_�___ • - Nominal Power - Pao, ~[W1 188.3 a .192.0 r195.7 tion from Q CELLS has been.optimised across the board: improved output I`ShertCirceitCBrrent I,, [AI - - 7 si -- 7.38 - 7.44 __ _ , r _ _ yield, higher operating reliability and durability,quicker installation and open Di�eeit Vehage Ya ivi so 95 3516 m 35.33IJ more intelligent design." i ' kcunenta<r;„ _ I_. [A]" a.e a68- e. 5'I' Voltage a[PwP V.PP IV]4 28.48 -28.75 _ - _29.01 _ Measurement tolerances STC m3%(P,);"x 10%(IQ,V,I_V_)_ *Measurement tolerances NOCT:t 5%(Pm„);m 10%0I ,V,� I_V_) - t INNOVATIVE ALL'-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY _- # O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE •Maximum yields with excellent low-light •Reduction of light reflection by 50% -'A[least 97%of nominal power during e. X`mr- jz _ and temperature behaviour. plus long-term corrosion resistance due 1-,� - ��° first year.rnereafter.max.o.6%degra- - . - "__---- cation per year. L •Certified fully resistant to level 5 salt fog to high-quality At least 92%of nominal power after •Sol-Gel roller coating processing. w ___ __________ 10 years. - - - - '< At least 83%of nominal power after F I r ENDURING HIGH PERFORMANCE I 25 years. s --- •Long-term Yield Security due to Anti EXTENDED WARRANTIES All data within measurement tolerances. aoo a� i • :� - Full warranties in accordance with the 100. '0° 800 100° _ PID Technology',Hot-Spot Protect, •Investment security due to 12-year warranty terms of the D CELLS sales IRMINUICE WWI and Traceable QualityTra.QTM. product warranty and25=year linear" f aTY � aw1n�� Yrrarts The typical change in module efficiency at an irradiance of200W/ma in relation _ organisation of your respective country. •Long-term stability due to VDE Quality performance warranty2. ) �°° °' q to 1000�w/m2(both„at 25°C and AM 1.5G spectrum)is-22%(relative). q .- - Tested-the strictest test program. ..___ - - TEMPERATURE COEFFlCIENTS,(Ai 1000 W/Ma,25°C,AM 1.5G SPECTRUM) _ . . - QCELLS - Temperature Coefficient of Ix - a ` [%/Kl +0.04 .Temperature Cot6Niciefd of V� p [%/KI _• �-• �� t Q .. .. _ .,. -'� :. <•TOP-BRAND PV" mra Ernodrr SAFE ELECTRONICS j Temperature Coefficiem of P P, y [%/K1 -0.41 NOCT - [°F]f - ` 113 i 5.4(45.3 3°c>fi y •Protection against short circuits and a 2015' Maximum System Voltage V_ IV] 1000(IEC)/1000(UU Safety Class II thermally induced,power losses due to _ breathable junction box and welded __ _ _ i Maximum Series Fuse Rating [A DCI 20 FBe Rating C/TYPE 1 . • ( Max Load(ULP [Ibs/Ra] -- 50(2400 Pa) Permitted module temperature - 40°F up to+185°F . cables. - •! _ _ on coidinuous duty' (-40°C up to+85°C) - " f Load Rating(UL1= _[Ibs/Ra] _ - 50(2400 Pal a see installation manual OUB.IIty Teatetl C ICELL2 Beast poly'ptafflae 1 . a tar module 2013 { - ' 1 UL 1703;VDE Quality Tested;CE complianq Number of Modules per Pallet 26 " IEC 61215(Ed.2);IEC 61730(Ed.1)application class A THE IDEAL SOLUTION FOR: 1D.40D32587 ._- �� _ 4•Mpq,e B r Palleper59 _N mbe of Comainer 32. Number of Palle per 40 Cordainer 26 Rooftop arrays on _ - -�„ - - residential buildings _ - Q�OMPA lie E•. C E c�us •p j W Pallet Dimensions(L x W x H) _^ 68.71n x 45:0 m x 46.O in _ Cp.PPTO - _ (1745 x,1145 x 1170mm) . . - . . .• / -_ ., -„°,.. _. - _ - Palle t Weight _ .. .T 1254 Ib(569kg) _ �tAOOv NOTE:Installation instructions must be followed USee the installation and operating manual or contact our technical service department for further information on approved installation and use of d ' APT test conditions:Cells at 1000V against grounded,with conductive metal foil covered module surface, 00AP PIA _ this product.Warranty void if non-ZEP-certdied hardware is attached to groove in module frame. 25°C,168h - u, a See data sheet on rear for further information. - Hanwha B CELLS USA Corp. - - 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL q-cells-usadlq-cells.com I WEB www.q-cel Is.us g y -O CELLS ' Engineered in Germany M CELLS Engineered in German L-O7�3(o sez�lc•�S' �� .4. 'v CETWALL'.• ..• . ... .................. ..ING CBA '• LATERAL --""-' ••ANCHOR BOLT AND 1 UPLIFT ............. -. . . ... .................................3"%3"XI/e"PLATE WARMER•' .•'- 4"POURED CONC.BLAB MAIN HOUSE SPACING 2X6 F, PLATE HEA • BABEMENT6•KEY,• SP CNGARAGE d 1•FTG.•• • • • .'.'.'.'..:'.'.'.' ; • ;,.• O.c. •' y� j A d•e .. ,. .•e A ' a,•° 4 i / .�?.r 4"TNIGK �•.• 'e.• 'a• °' COMPACTED GRANULAK•,1 •e 0•e S'e �•.o0•e `P 1 -��4 7 �I CONC.BLAB . • i • � •e .o0ro A.•. :. • •.' q! a,. ,e T"MIN. ° '•o e • 8'-0" 4'-SIS" 6'-54i" 5'-64i" '•••°d'e••ed'••°d'-•00•� •° . Oro 0•e 0•e ,°0•0•°0•e• '•• ••• = ••• ••: '• • : ': L• r': • wi.° '% FOUNDATION WALL FOOTING FOOTING DETAILS .,�, °d•s•:0•o•.oA•• ••A•:' •a'.o AA .oA•e P. d•e Oro 0 'v :11 1•111 •�•: :--- ---; :-'- •- r3f O'` ' �• '' 6'.12'FROM END • • • • `• e .• .._ ... 1 1111 a1/�1 �1 111 III Q ° ° .; � i 1( ejn njnaojuiu nju o A.e OF PLATES .e•. •.oA•e .°0•e .od•e•.od• .e 8 CONCRETE WALL °° °°. ° - .. ' • o e • s :Q TYP.30"X30"XI2" • 'e.�� •, •:,. ,.• e�.o :,..a :,. • • m t CONC.FTG.W/3-1/2'RD. �• O.e .°0•e 0•e• . Oro A•e ° e0.e •' - U e : : •:,•° 'o °• • • ' CONC.FILLED COL• e' a •, m -41. uo �} O (� ereP `Q • _ s ��� oQ��• EEE'ddd ID : A "°I""G TYP. ANCHOR BOLT SPACING Q + ........................................... FOUNDATION m •'4 in ulll}nauj�uenujl�nnjnnnu e' •- ... ;y. ................ ...... ........ EXTERIOR PLAN " .• .: DECK 'v iD 6'-0• 6.-01, 6'-0x ° . ..... ... 8'-0" 14'-01, ` ... ...... .iB:O. .... 10-0" I6-0R D - v� B A -.. ..._..... c , t ° T r � ;5/8"F.G.DRYWALL: U -6x o WALLS.GEILING. : -U 3'-0" - I0'-2" 10'A - . KITCHEN 0 Q o GARAGE G OW Q 9 B DINING. pm Q ^R . D 16'-5�•"- � Q 4. ^I4"THICK g — gg m 8-tl" 2-4' - f 'CONC.SLAB Z eQ f � 4 � t 4 O 0'-51y" 6'-5%e 1,.II• 3'- 2'-6"m 3'-8" _`Q 'O 2"4 BATH '�j 3-91/2"X14"VERSA-LAM V. - A Q BEDROOM•1 •i' FLUSH W/CEILING.. ❑ m _ ^' )•'^' Illlifllllllllltlilllllilllillllllll Itli = 0 n _ BEDROOM-2 'TT zNt•F•p6T WIOX •. .............. M Q FLUS STEEL BEAM _ O Q 0e IaueNw aw 'Na HALL p FLUSH W/CEILING. '9 �c -' w M /r HALF Agxy S�.�x g'-4#'." 4' ' f^ r - 6 .,._..-_••____._....� ° TYpwxe Po6T 13'-0" Q"',. •-, "'i p BATH o�; Q Q 111 1111111 Y•o' re• Q -- P�, ® Lu0R Q eH¢vE$ BEDROOM-3 3'•B" iG �` ti ® ..... + Q OI RYP.PLAN°@NAILER {. h 0 0 •"•'� Wi"`,') LIVING _. _- rvr•.ce1LMG LME V ._ "77 W.I.G. _/�, ;;gQ �4 n 0 • �! Q 4 0''O' -Lw@N• .H~ -Ye• m OO WALL �fI -AYe. { nw. 4 � FIRST FLOOR PLAN `* � i BITTING �C®LING ONABE OPE MG R7 OY eti?� • p BANE A°FLOOR. __.._._........................... •, .'�4 T-� • AREA : 11•IlYk]1•ua' Y qw":.. £�"1 1{.VI•Deer elv f 2X8 C.J. ._ . _. 4 Q e 16"O.C. 8'-O" g'-0" 9'-0as' 12'-IOIS" 10'-O" SECOND FLOOR PLAN ---------------------.............r--------- ...--;I: d--------------t t II'-6" L BUILDER JOB ADDRESS DESIGN e n p••n� y.�,r p DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO, LEXINGTON ONE �� �(%/l�U/U/( 04-21-12 » JB •�oF� v4".rc^ ✓B Deslg{ns ONE GAR GARAGE W !11 PNRCH46E of ORAWWGB LEAv60 PVRLNA6ER RB6PON61CLe FOR CG•IPLIANCE WTN ALL W EXACT 61¢'AND REWFORCEMENT OF ALL CONCRETE FOOTIN06' 16)ALL FOGTING9$HALL EMEND oeLow R306nINE vERIFY p6PTN. F LOCAL O 5 CODE°AND ORDNANCE$,JC OE$1GNe MAY NOT ME HELD R@5PON61E1LE x T DE DETERMINED MY LOCAL°OIL CONDITION6 AND ACCBPTAmL@ (•!VBlOIF•(AiRECTURAI eLenA1T6 FOR DESIGN.6Re pa DOX= FOR BITE COGONOtIlON6 OR FOR THE E6E OF iHLSE ORN:0106 D1pi1N0 CON6TRNCRgN. PRACNCE$OF CONSTR$CTIM.vEMFY MS*N WTH LOCAL MINEER. WRH LOCAL ENGINEER Alm WEDNG OFFICIAL$. fEESTGARMlTAGI{d/Ll.Cow (r O.)4949#_q'F