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HomeMy WebLinkAbout0244 BOULDER ROAD �ry i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma � LL.0 p Parcel Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee VL Z 5 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Addressdqqa� le� L. Village 21tfnS\_ ye- Owner Ve,'k 2y s'&6�- Address b2gq 6Afr i�ct Telephone 60�-Naa- 1aq3 Permit Request -nsI1 '1. 6 ICw. -SSIACr Qc�. s 6fr 1-4-he boo W [( t6 f 4 � ,e L�-� � A Gl�x `` `�U Coo Y lbq ki" ' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: 3"Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing woad/coal stave: O�Yes ❑ No .4l'7. Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑�existing.,U new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number oo Y(9 Address �0' �3or) License # l b3Ce3 1N�S� A�Ce `m A ©aS 7(e Home Improvement Contractor# )7 D_;S S_ Email Worker's Compensation # �W(TC.Cowc)tpSC_Iq ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �O �terSyrlbo� S� I�tJA(�� v9 SIGNATU DATE J is-i �J FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE x OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ._ GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I oF�rqy, • eaxtvsrasLe, '"ate 1639. Town of Barnstable ,�� �ArFp MA'I A . Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, / 61J �5� ,as Owner of the subject property hereby authorize &e-q SS(° to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) ature of wner Date A� Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. TAKEVIN_MBuilding ChangesEXPRESS PERMIMXPRESS.doc Revised 061313 Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com a Richard B. Gordon, P.E. President December 17, 2014 Barnstable Building Department Barnstable, MA Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading, and photovoltaic system size and proposed site location of installation: 1. Existing roof framing: Conventional wood framing 2x8 @ 16" o.c. and span of 15'-1" (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 21 psf snow live load (30 psf ground snow live load reference) • 4.5 psf dead load roof materials (sheathing and shingles) • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Heidi Bassett, 244 Boulder Road, Barnstable, MA This installation design will be in general conformance to the manufacturer's specifications, and is in compliance with all applicable laws, codes, and ordinances, and specifically, International Residential Code/IRC 2009, 2011 NEC, and 2012 IECC. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64"o.c. span along the rail between mounting brackets and secured using 5/16" x 3 '/Z" length lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter& min. 2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Double quantity of anchors for modules mounted within 18" of ridge and edges of roof. Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the 3S-inch mounting bolts into the footing bolt slots.The rails will be attached to the footings with the flange nuts. H OP p Very truly yours, Optimize Engineeri g Co. LLC o� RICHARDBRIAN tiN U GOROON to "rffANiCAL NO.49993 Richar on P.E. �F Massac P. License No.49993 0 0 S7' 10 "•.� .� ��ONAL ENG� ELECTRICAL ENGINEERING ENGINEERING NRING Engineer/License HDlder: INSTALLATION OF NEW ROOF MOUNTED BOULDER ROA .y 7. 15 kW PV SYSTEM 244 BOULDER RD BARNESTABLE, MA 02630ata, Issued Revisions t �nnNr nVICINITY MAP SITE NO. DESCRIPTION DATE L.XSCALE:NTS Project Tiile: BASSETT,HEIDI TRINITY ACCrk:2014-37562 Project Address: 244 BOULDER RD BARNESTABLE,MA 02630 OENEPAL NOTE9 GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ABBREVL4TION5 CONTINUED SHEET INDEX 1.THE INSTALLATION CONTRACTOR IS B. THE DC VOLTAGE FROM THE PANELS IS 14. Ep CURRENTPREVAILINGUTILITY Je THOUSONBOX PV-1 COVER SHEET W/SITE INFO&NOTES Drawing Title: RESPONSIBLE FOR INSTALLING ALL ALWAYS PRESENT AT THE DC COMPANY SPECIFICATIONS, kVAtIL KILO.VOLTO MIPERE�HILS EQUIPMENT AND FOLLOWING ALL DISCONNECT ENCLOSURE AND THE DC STANDARDS.AND REQUIREMENTS PV—Z ROOF PLAN W/MODULE LOCATIONS PROPOSEDSTEM DIRECTIONS AND INSTRUCTIONS TERMINALS OF THEINVERTER DURING 15 TN IS SET OF PLANS HAVE BEEN k\Y KILPW4TT SOLAR SYSTEM CONTAINED IN THE DRAWING PACIL4GE AND DAYLIGHT HOURS ALL PERSONS PREPARED FOR THE PURPOSE OF k\VH KILOAMATT HOUR PV-3 ELEVATION INFORMATION RECEIVED FROM TRINITY. WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIE:AND L MAIN ,1 2 THE INSTALLATION CONTRACTOR Is PHOTOVOLTAIC SYSTEM 4RE WARNED APPROVAL THIS SET OF PlAN55HALL MCB MNN CIRCUIT BREAILER PV-+y ELECTRICAL 3 LINE DIAGRAM DreWln In(Ofinet10n RESPONSIBLE FOR IN STALLING ALL THAT THE SOLAR MODULES ARE NOT BE UTILIZED ASGONSTRUCTION MOP MAIN DISTRIBUTION PANEL EOUIPMENTAND FOLLOWING ALL ENERGIZED WHENEVER THEY ARE DRAWINGS UNTIL REVISED TO INDICATE ML0 MAIN LUG ONLY OPAWINGDATE 1/)/20]5 DIRECTIONS ANDIN5TRUCTION CONTAINED EXPOSED TO LIGHT. 'ISSUED FOR CONSTRUCTION•, MTD MOUNTED 00.4wN BY: 1C IN THE COMPLETEMANUAL. 9. ALL PORTIONS OF THIS SOLAR 16 ALLINFORMATION SHOWN MUST BE MTG MOUNTING REVISED Bv: lC 3.THE INSTALIATIONCONTRACTORIS PHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR N NEVTIlAL RESPONSIBLE FOR READING A.ND MARKED CLEARLY IN.ACCOROANCE WITH CONSTRUCTION ACTMTIE& NEC NATIONAL ELECTRICAL CODE UNDERSTANDING ALL DRAWINGS. THE NATIONAL ELECTRIC CODE ARTICLE WIC IN TIN CONTRACT Sstem Information: COMPONENTANDINVERTERMANU4 MD. NOA NUMBER PRIOR TO INSTALLATION.THEINSTALL4TION 10. PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE TOTAL MODULE ),ISkW CONTRACTOR IS ALSO RECURRED TO HAVE PHOTOVOLTAIC SYSTEM.THE PCP OVER CURRENT PROTECTION TOTAL MODULE CCXIM: 26 ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL 4N'P AMPERE P POLE ALL CONANENT FUSES REMOVED THE OF TO ATTEND PREHNSTALLTION MEETING AC 4LTERNATING CURRENT PB PULL BOX MODUIESUScm LG25 THE INSTALLATION OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALLATION AL ALU.FRA PVC PHASE UTDLl SPECK. LG2)55tC-BB SYSTEMCOMPONENTS. PROCEDURES,SCHEDULES,SAFETY AND AF ABOVE FIME PVC POLV-VINYL CHLORIDE CONDUIT UT'U CCCT.. NSTAA 0.0NCE THE PHOTOVOLTAIC MODULES ARE COORDINATION. AFF ABOVE FINIS RED FLOOR POUR POWER DfIUtt ACCT.. ]Ee3)3B0t]T UP AFG ABOVE VERICANI REDWIRE GRADE CITY QUANTITY IRIAL METER b: 2U NO MOUNTED,THE INSTALLATION 11, PRIOR TO THE CONTRACTOR SHALL AM CONDUITNYARERICTE RGS RIGID GALVANL STEEL COMRACTORSHOULD HAS ATTENDED OF ASSIST INP RFOMINGAORSHALL C CONDUIT(GENERIC TERM OF JS SOLD NEUTRALDEAL TYPE: SUNNOVA SONE OLAREUEC AN WHO HASALATIOEOA HAR ARECHORSANDD INITIAL RACEWAY,PROVIDERS JSWBD SWITCHBOARD SOLARONSFI PHOTOVOLTAIC INSTALLATION HARDWARE CY CHECKS.DC WIRING COMBINE UTYP.0 TYPICAL CORSAFE STTE. FOR THE PROPER YCXECINT CB COMBINER BOX U.O.I. UNLESS OTHERWISE INDICATED B.MANUFACTURE IT.SAT THE IN LATIDBY THE 12. FOR INVERTS REFER T CKT CIRCUIT tVP WEATHERPROOF lA4NUFACNRE THAT THE INSTILLLAtI(1N ISOLATION OFTHE INVERTS REFER TO CT CURRENTTRANSFORMER XFMR TRANSFORMER C REW ALWAYS HAVE A MINIMUM OF TWO THE ISOLATION PROCEDURES IN THE CU COPPER �)2 MOUNT 72 INCHES TO BOTTOM Rev.ND. heel PERSONS WORKING TOGETHER AND THAT OPERATION MANUAL. DG DIRECT CURRENT OF ABOVEFINISMEDFLOOR OR EACH OF THE INSTALLATION CREW 13. THE LOCATION OF PROPOSED ELECTRIC DISC DISCONNECT SWITCH GRADE %g p MEMBERS BE TRAINED IN FIRST AID AND AND TELEPHONE UTILITIES ARE SUBJECT OW G DRAWING »�� CPR. TO FINAL APPROVAL OF THE EC ELECTRICAL SYSTEM INSTALLER oRaR E e.THIS SOLAR PHOTOVOLTAIC SYSTEM..TO APPRGPRIAT'E UTILITY COMPANIES AND EMT ELECTRIfALMETALUCTUSING ° BE INSTALLED FOLLOWING THE OWNERS. FS FUSIBLE SWITCH CONVENTIONS OF THE NATIONAL ELECTRIC 14. ALL MATERIALS.WORKMANSHIP AND FU FUSE YI4I41tNtt' CO DE.ANY LOCAL CODE WHICH MAY CONSTRUCTION FOR THE SITE GLAD GROUND SUPERSEDE THE NEC SHALL GOVERN. IMPROVEMENTS SHOWN MEREIN SHALL GFI GROUND FAULT INTERRUPTER (Ta ).ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH: H2 FREQUENCY(CYCLES PER INSTALLED WRH THI5 SYSTEM ARE TO BE Al CURRENT PREVAILING MUNICIPAL SECOND. •UL'LISTED.ALL EQUIPMENT WILL BE NEMA AND/ORGOUNTYSPEGIFICATIONS. 3R OUTDOOR RATED UNLESS INDOORS. STANDARDS AND REQUIREMENTS GENERAL NOTES iOLAR IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER THAN'P',PLEASE BE ADVISED THAT FINAL.EQUIPMENT ANOIOR SYSTEMCHARACTERISTIO9 ARE SUBJtCTTOCHAN,GE DuE'JO]AV411ASLIKOF EbUIPMENT. 2211 Allenwood Road BT)J9J29)B 44 WaII.New le�.ry 9T/19 uww.Triniry.5olar.cwn n MP - UNIRAC C A NEW PV TO EQUIPMENT TYPICAL En ineer License Holder: s-5' E—SaEST Ina OETULs _ B U,0.1. (REFER TO EQUIPMENT SCHEDULE Ise FOR SPECS AND QUANTITIES NEW MOUNTING FOOT;ATTACHMENT SOLAR MODULE SOLAR MODULE 50 7 POINTS.TYPICAL (REFERTO � ENGINEERING LETTER FOR SPACING UNIRAC / NT AND DETAILS) .-E— "LAR MD ET 9BEAM NEW UNIRAC RAIL,TYPICAL UNIRAC-L"FOOT 4 (REFER TO THE UNIRAc (SEE SPECS_FOR OETAim ONEL%N ASPHALT SHINGLES (SEF EwCNE_a9-ER FOR CODE-OMPLIANT WSTALLATION SUNNI DO FLASHING /T ?0 MANUAL FOR SPECS AND DETAILS) (SEEEPEO APOC SEALANT TFOa OETNL51 /fit NEW END CLIP,TYPICP.L (REFER TO THE UNIRAC CODE-COMPWINT INSTALLATION MANUP.L 32.5 FOR SPECS AND SOLAR MODULES SHALL NOT I + OETAILSI EXISTING RAFTER EXCEED PEAK HEIGHT. NEW MID CUP,TYPICAL ;REFER TO ENG VEERS LETTEa FORSPECIP-0 (REFER TO THE UNIRAC \\\` COD ECOMPUAM INSTALLATION. MANUAL 32.5 FOR SPECS.ANO ATTACHMENT&CLIP DETAIL DETAILS) - PV MODULE ATTACHNIENT ON ASPHALT SHINGLE ROOF HEIGHT FROM GROUND LEVEL TO PEAK OF ROOF —� 6CALE:rvOT ALE NOTE:REFER TO MODULE SPECS FOR SCALE:rvOTTO SCALE - SCALE:rvUI IU SCALE \`...._ ACTUAL MODULE DRYERSIONs "Revisims NO. FROM Project Title: J —1 1 M UD 84SSETT,HEIDI LEAp P QL TRINITY ACCT p:20143]562 DC Project Address: 244 BOULDER RD BARN ESTABLE,MA 02630 ■ ED Dra lr Title: PROPOSED 7.15kW SOLAR SYSTE mum M —Mimi I I I D—n Information m 1 DRAWING DATE: 1/]/2015 DD.N 0Y: 1C -MINIMS I I E`11-Y, 1C System Information: OLE Milli, is TOTAL SYSTEM S12E: 7.15kW BACK TOTAL MODULE COUNT: 26 MODIAES USED: IG 275 No SPEC#: W275S 1Ge3 UTI LITY OJMPANY: NSTAR UTILITY ACR p. 1<E3)3E 011] U-T,METER#: 22BA59] DEALTYPE: SUNNOVA NOTES: 1.)ALL EQUPMENT SHALL BE INSTALLED IN ACCORDANCE WI THTFE MANUFACTURERSINSTALIATIONINSTPUCTIONS. 1)ALLOUTDOOR EQUIPMENT SHALLBE RAINTIGW%MTH MINIMUM rENA SR RATING - RBV.NO. Sheet 3.,ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 4.)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE A NEW 3 RATING \, 6) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE R S v ARRAY SCHEDULE SYMBOLLEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE R1 INDICATESROOFDESIGNAHON.REFERTO INDICATES NEW UTILITY DISCONNECT TO BE NEW END CLIP.TYPICAL(REFER TO THE UNIRAC B-RELOCATE 2'PVC a- SPEC ARRAY ORIENTATION=181- ® ARRAY SCHEDULE FOR MORE INFORMATION U� INSTALLED OUTSIDE O GCDEIGAPLWNT INSTALLATION MANUAL C-RELOCATE Y-C 26 LG 275(LG275S1C-831 MODULE NTOi=19' SECTION 325 FOR SPECS AND DETAILS) INDICATES NELV PV SOLAR MODULE.RED MODULES NEW MID CLIP,TYPICAL(REFER TO THE UN INAC 1 SE5000A-LG • • INDICATES EXISTING METER LOCATION INDICATE PANELSTHAT USE MICROINVERTERS ® CODECOMPLIANTINSTALIATIONMMUAL REFER TO EQUIPMENT SCHEDULE FOR SPECS SECTION 32.S FOR SPECS AND DETAILS OTHER OBSTRUCTIONS rT O INDICATES EXIS EGs�EDL1ETCTRICAL PANEL INSCICATES TPLLEDNGARAGE PRODUCTION METER TO BE (REFERRACRAIL.TYPICAL p.RELOCATE 6"vENT EP P --- (REFEMIRACR UNIRACCODEGOMPLIANT D-RELOCATECVE I SOLAR _ INSTALLATION MANUAL FOR SPECS AND DETAILS) IN DICATES NEW MAIN DISCONNECT TO BE INDICATES NEW INVERTER TO BE NEW MOUNTING FOOT/ATTACHMENT POINTS, E211 AII—w Road BTI�)9]-29]8 GROUPED WITH MAIN PANEL IN STALLED GARAGE, TYPICAL (REFERTO ENGINEERING LETTER FON Wa11,New Imry0T119 oww.Trinny5olar.rwn REFER TO EQUIPMENT SCHEDULE FOR SPECS. SPACING AND DETAILS] Engineer/license Holder: SINGLE LAYER NEW PV SOLAR MODULES ASPHALT SHINGLES '— Issued I Revisions — TOP OF PEAK 26' raar,sm um.n vvan 11 ________________ Uvan O N0. DESCRIPTION DATE Project Tille: ATTIC ———— BASSETT,HEIDI AC p TRINITY CT p:201 1-1 ❑ ❑ ❑ b b o� � �� Project Address: pb 244 BOULDER RD BARNESTABLE,MA 02630 2ND FL. _———— DravAn TRW a "I'll, bpi b y /p PROPOSED 7.15k❑ STEM b b b b SOLAR SYSTEM ® b Uld b p b b b y b y p Omwin Information ;[IT, b y b y b y OPAWING DnrE: VTn°LS .FAWN BY: 1C O O O O REVISED BY: 1C APPROX.GRADE S ystem Information: TOTPL SYSTEMS- 7.15k TOTAL MODULE COUNT: 2E MODULES USED: US275 MODULESPEC M: LD27SSIOV UTIUTY DOMPANY. NSTAR SOUTH ELEVATION U, YME`E, '2E4443 5.7 "' URUTY METER p: 22BE58) SCALE:1/8"=1 )EALTYPE: SUNNOVA Rev,ND. Sheet R5 PV - 3 (Tr) - '__� OLAR 2211AIImwood Road 8T).297-29)B Wall,New lcrsry DT/19 w.vw.T(nity-Sobncorn Engineer/License Holder: r-----'®'-----• SCLAR MODULES MOUNTED TO ROOF ON I ARRAY MOUNTED R RODE UNDER SOLAR MODULE 1 I 26 275W MODULES AD SOLIRMNKP EDGE Pam PER MDDULE NEC 690.34 1 -�-- - 1R]5 ADC MAX PER STRING --- 2 STRINGS OF 13 MODULES IN SERIES-KDVmw -- -- __ - _ ---- b '2 STRINGS TO BE TERMINATED IN PARALLEL INSIDE INVERTER I BOXON jl I ' I + jl 1 • i,l it ' I II - issued Revisions EXISTING D xnv+_s 120/240V UTLTY METER 24-OV 10 100A MAIN BREAKER I NO. DESCRIPTION DATE tOOA BUSS AR I LLL Pmlect Title: I BASSETT,HEIDI )2plOOA I TRIN7YACCr°:2014.37561 ARRAY CIRCUIT WIRING NOTES 60A DISCONNECT FUSED I 9- INSTA W/40A FUSESPRODUCTIONCOMPLIES WITH 20ll NEC GROUPED W/MAIN BOA UNFUSED I Project Address: BREAKER LOAD CENTER UTILITY DISCONNECT 1.))LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON 10ASHRAEMINIMUMMEAEXTREME DRY BULB �0✓ j 244 BOULDER RD TEMPERATURE FOR ASHRAE LOCATON MOST SIMILAR TO 'LLATION LOCATION. LOWEST EXPECTED AMBIENT ' 01 BARNESTABLE,MA 02630 TENP__16'C M ,i• r 2.)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED S I. B E CD a I -J DFBWI❑ Title: ON ASHRAE HIGHEST MONTH 2%DRY BULB _ (2' B 0 0 0 0 0 I TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO u -l_=-' INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP_ 'T--- ° b 1 I PROPOSED 7.15kV/ 33'C EXISTING MAIN BREAKER LOAD SQUARE D SQUARE D ICJ L�------ SOLAR SYSTEM 3.)2005 ASHRAE FUNDAMENTALS 2%DESIGN CENTER INSULATED LANE TAPS PH, D222N FIN: DU222RB L__--____� TEMPERATURES DO NOT EXCEED 47C IN THE UNITED I INSTALLED ON MAIN FEEDERS STATES(PALM SPRINGS,CA IS 44.IC). FOR LESS THAN �� NEC 690.64 Drawing InfOrt719[i0n 9 CURRENTLCARRYING CONDUCTORS IN A - �DRAWINGDnrF: tnnou ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5-ABOVE DR. aw: Lc ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE REMSED BY: Lc OF 47C OR LESS(ALL OF UNITED STATES), 4.T PHOTOVOLTAIC POWER SYSTEMS SHALL BE S stem Infonnatio PERMITTED TO OPERATE WITH UNGROUNDED TOTAL SYSTEM 5RE: 7.15RW PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER TOTAL mooulE COUNT: 26 NEC 690.35 MODULES USED: IG 275 5.)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE MODULE SPICA U275SIO83 A NEMA 3 RATING. unuTr mmPANv, NsrnR UnLITY AM a: 1443Iss DIII CALCULATIONS FOR CURRENT CARRYING UTILITY METER m 228IS87 CONDUCTORS R OUDUCTOR AMPACITY PER STRING DEALTYPE: SUNNOVA [NEC 690.8(B)(t)j (15.00-1.25)1-18.75A AWG 10,DEBATED AMPACITY AMBIT TEMP: 55C,TEMP DERATING FACTOR: .70 PV MODULE SPECIFICATIONS Rev.ND. Sheet _ RACEWAY DERATING_4 COI 0.80 (40'.76)0.80-24.32A LG 275(LG275S1C-B3) mp 24.32A L 18.75A,THEREFORE`IRE SIZE IS VAUD I e.6a R5 PV - 4 Vmp 31.7 A q6 THWN-2 GECTO EXISTING GROUND ROO TOTAL AC REWIRED CONDUCTOR AMPACITY Voc 38.7 25.00A°1.25=31.25A Isc 19.26 8 314"EMTW/749THWN 2.1M10THWN-2.1410THWN.2GROUND AWG A8 DEBATED AMPACITY C 3/4"EMTW/4 b10THWN 2.I. THWN 2GROUND AMBIENT TEMP: 30C,TEMP DERAMNC. 1.0 INVEFERpl SE6000A U5 RACEWAY DERATING s 3 OCC: N/A D 3/4"EMTW/4-ITHWN-2,I.—WN2GROUNO T, 55A-1.0-55A DC AC —■■LIEF S5A= Pout 31.25P,THEREFORE AC MIRE SIZE IS VAUD Imp la 6000 E W1.1 EMT W/2-0 THWN 2.141a THWN Z 1410 THWN 2 GROUND Vmp 350 lout 25 1 F M12PVW IRE W/WeARECOPPERRONDTOMODULEI AND RAIIS �.- SOLAR -CALCULATION FOR R OV ERCURRENT PROTECTION Voc 500 1— 31.25 TOTAL IN CURRENT: 25.00A Esc 30 Vnom 240 G 3/4"FMCW/3N6 THOU N2,1K8 THWN2 GROUND 221E Nlmwood Rwd 8T7.79]-29]B 25.00A°1.25-31.2SA ->40A OVERCUFSLENT PROTECTION IS VALID wall,New lersry D7719 www.TrinirySo6+.com KTy NH E O The SnapNrack line of solar mounting solutions is designed to reduce total installation costs. The system's technical innovations have been proven to drive __ '"'" , down costs and improve installation quality on more than 350 MW of solar installations. _ y Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient,visually appealing, `, photovoltaic(PV) module installation system.Series 100 UL is listed to {: a �# , the UL 2703 Standard for Bonding, meaning that all system components have been certified by UL for Roof System,111,4 Stmple Steps: electrical continuity,eliminating the need for additional , ' * -_ '` fi`+ V. 15 Go to_rthe on.line,Sen s t00;Gonfiguration grounding hardware,The System's components provide ; '=d • s Tool (configure snapnrack.com)and select an adequate bonding path which has eliminated the ^,,Yes'ifor UL=2703 Listed need for grounding lugs and washers at each module, 4. and bonding jumpers between splices. The UL 2703 $ 2)Identify Site=Conditions(Array{Tilt ;Building � t t Height RoofType Type,-Win and Snow Loads)< Certification ensures that SnapNrack partners can js , � k , -Wi provide the best in class installations in quality,safety, %3)rBuild`arrey in the online`Configuration " and efficiency. "' ` e y ,� Tool and`automatically generate a Bill of Materials • All bonding hardware is fully integrated into the components 4)Place order with your'distributor.Purchase materiel for a single project or order in bulk • No grounding lugs required for modules for additional savings • Rail splices bond rails together,no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel, no drilling of rail or reaching for other tools required(One Lug per individual row of modules) Patent Pending �. LISTED PV Mounting System 2703 r ,. Stainless Steel - SnapNrack Standard Rail �- Stainless Bolt with - SnapNrack Bonding Bolt with Split- 'Splice Insert F Sphf-Lock Washer 4� lock Washer •�.,,,,, �- ,� ":,� SnapNrack Bonding _ SnapNrack -..�, ' SnapNrack •' k Clama End Splice x „„ - fJamp loR / Bonding Base 4tl'`s++. Mid Clamp - g*^ i SnapNrack - SnapNrack Banding ' ' Bonding i! SnapNrack Stainless - Adjustable Erid i Channel Nut Clamp'Bottoni Bonding Stainless Hardware with Bolt with ! •YfF" Channel Nut Split-Lock Washers Split Lock snapNraek Bonding Washer Adjustable End Clamp SnapNrack Bonding SnapNrack Bonding Mid Clamp Standard Rail Splice SnapNrack -- Ground Lug 10-6 AWG- Copper Wire r$, x �' . -'-•+ ` r SnapNrack Ground Lug 4 Assembly r x x x � ►Q �. ° (ONE REQUIRED PER ROW OF MODULES) z —SnapNrack Bonding Universal - End Clamp(UEC)Wave UEC Pull Strap Wedge Stainless Steel Bolt with Flat Washer f IT IF F SnapNrack Bonding Universal End Clamp SnapNrack-- 13 ding 1 Standoff �. :Clamp - Assembly AML • - _ --SnapNrack Bonding SnapNrack n 9 SnapNrack-- 'serrated-Stainless..._.,. �- CfiannelNut Bonding Rubber Steel Flange,Nut, � _ Channel Stainless Rain Collar Serrated Stainless Nut :' Flange Nut Steel Flange,8plt SnapNrack I ...Stainless SnapNrack 92 Degree Flange MITI Finish Bolt Standoff L Foot SnapNrack SnapNrack-- All Purpose MITI Finish L Foot . Standoff SnapNrack —SnapNrack Base(1-Hole ,. SnapNrack --�L Foot Metal Roof Base Shown) Mill Finish. _ Base Assembly Flashing L Foot Base at SnapNrack .Bonding SnapNrack Bonding SnapNrack Metal Roof ease with Standoff Assembly L Foot Base with Flashing Bonding L Foot • Nil - • • . Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel Flashing Material Finish •Clear and black anodized aluminum •Mill Finish on select components Installation •Quick and efficient mounting •Adjustable hardware to ensure clean and level finish •All components bonded to ground with integrated bonding features Calcs. & Certifications • UL 2703 Certification • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug (One Lug per individual row of modules) Warranty • 10 Year material and worksmanship (download full details at snapnrack.com) Snapl\�,rack- (877) 732-2860 www.,Sna'pNrack.com 0 Printed;n recy_Itd pace!using soy bisect inks, s 2314 by SnenNr=ck Pl'Mount+n System.all nghrs reset ved. solar SolarEd9 a Single Phase Inverters 9 For North America r µ SE30OOA-US/ SE3800A-US / SE500OA-US % SE600OA-US SE760OA-US/SE1O0OOA-US / SE1140GA-US r it •r _ � S '�'&`.,..f S "" ✓ � � �i. � r. Sat. •, + � a !t•{eg�Z�;fiF�. f:m i{08TS t � .�. •S 3 +ff f.+,••,r�",{� k_ . rI .t, W'`'y', .M S 6 �F.n tF•�� fit.. { eel a The best choice for SolarEdge enabled systems - Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance(part numbers ending in"-U") - S;;perio efficiency(99%) — Small.lightweight and easy to install on,)rov;rjFd bracket - Built-in module-level monitoring — Internet conversion through ethernet or Wireless — Outdoor and indoor installation - Fixed voitaEe iov=rter, DC/AC conversion only - Pre-assembled AC/DC Safety Switch for faster installation www.solaredge.us " Single Phase Inverters for North America solar ;:t (i(i'i I "c l l `- `;LEi:G'(,i t;I A. IJ:% SE30C0A-US-. S1.3CCOP US SE5000A-US SVCCCC14-US S1(7600A.-US 5EAoo0oA,-US SE114coA-US OUTPUT '700 P'20F1.1 F F19Erf!r 0r J Nominal _AC Power Output , 33M i15JC bf•. ac, C08 + Max.AC Power Output ; 3650 ;°f. 6Ct; I:GC{J AC Output Voltage Min:Ncrn Max.' 183-2C8-229 Vac AC Output Voltage Min-Nom.-Max" J I ✓ J 211-24C 264 vac AC Frecuenty M n Nom:M x.' i 6f 661)(lnirt HI country stlting57 60 f+ 50 7 Ni t Opt t 48 rj$Ai Max.Continuou_Output Current ) 14 t8 A. is Wilily Monitoring,Islanding P(otection,Country Confieurahle I Yes Thresholds ---------- INP_UT Recommended Max.CC Pourer" 4100 48C0 I 6500 1 75O0 i 96CG ]14CtJ 144OC .-T (STc) .. ; Transformer-less,Ungrounded Yes Max.Input Voltage 500 ... I Vcfc Nmo DC,Input Voltage. # . 32S @ 208V J 35q @ 7"OV Vdc' 17 @ 2 O8V ( ± 33 @ 208V j Max.Input Current"' 11 ) 13 ! 18 ; 23:5 35 Adc. 17 @ 74OV .P 30.5,@ 240V Max.in Short Circuit Current i• 30 45 ut Apt P. Reverse Polarlt�Protection Yes Ground-Fault Ispladon Detection 6004 Sensitnity Maximum Inverter Efficiency 97 7 98 2 98 3 98 3 96 97 @ 20 98 8V 98 3 6° ( 97 5 @ 208V 3 ) CEC Weighted Efficiency 975 98 97 5 975 97.5 a 111 98 24OV 24OV IVi�hitiitie Power Consumption <.2 5 _ .,..__ 0 4 ..... -�J LV A6DITI6NAL FEATURES Supported Communication Interfaces - RS485 RS232 Ethernet,ZigBee o tionai) STANDARD'CDMPLIANCF Safe[ 1 UL1741,UL1699B(Part numbers ending in" ;U"),Ut1948, CSA 21.,2 j :...Y.................... . Grid Connection Standards )EEE1547 i E FCC partly class B INSTALL, TfDNSPECIFICATIONS -- ACoutput gnduit size/AWG range 3/4 minimum/24 6 AWG i „ 3/4 minimum/8-3 AWG .. -...Y. DC input conduit size/R of strings/ AWG n e .• � _ 3/4"minmum/1-2 strings/24-6 AWG 3/4"minimum J 1-2 strings/14-6 AWG .. ...ra np.. .... . Dimensions with AC/DC Safety ' 30.5 x 12.5 x 7 J 30.5 x 12.5 x 7.5/ 3D.5 x 12.5 x 10.5/775 x 315 x 269 in/ Switch(HxWXD) i 775 x 315 x 172 a 775x315x191 Fn' Weight with AC/OC Safety Swrtrh 51,2/23.2 ) 54 7/24 7 88.4 lb/,kg, Cooling Natural Convection Fans.(user r placeahlei I d9A Min:Max.Operating Temperature -13 to f 140(-Z5 to t60 ICAN version""AL)to=601 F/ Range Protection Raling NcrvtA 3R 'G,,,=:fie.:rg`•}^nl s•nin�l pld3;^c��la-:4,i3r:..i�_:up�•:•t "rr;rv;°{ili�).>'.ir,'1::iM_•f{W',%:rl:•-I=>fll.l,•errl.2:1:(;,i`TJ:']LU'2.:-. '7'•;!•.il..d,,;l!^.I:i+�J:;:::3�l.,SK.trl_'I,i6:'rl:Tf'r!2i%:. r�.,y,r:<;,,ra-,,:,;,�., . . ;.hpr..(;�.n+csa�c^_.Y� :iai(.!W>•~��.0�a,•cax�:zt;:�1�.a�. • "'A, .- ,ec..-^:19t�,5,1>.•lvr, .. -.-e•-(:O t65.• 1•f l.tfiJ .•• ,.t:.,,.s xte'e,. ..�lya.]rra•,�el�end mcr��ntm•:1•FIT ec.S�ti.1aJ4=J5:�.:<I � � Y }� t PAGE 51 c.RaAvFs POWER DISTRIBUTION CU9AL BUG•BITES' C 90'C Insulation Piercing Connectors ul Eliminates need for conductor insulation stripping LISTED No taping required after installation For copper to copper,copper to aluminum,or aluminum 10 aluminum applications For use on insulated conductor only IPC SERIES NAED CATALOG WIRE RANGE TORQUE CTN EST.SHIPPING NUMBER NUMBER MAIN TAP VOLTS BOLTS FT-LBS _CITY WEIGHT(lbs) UNIT 13110 IPC 1002 110-8 2-8 300 1 16 12 2.63 CTN 13107 4PC 4006 410-4 6-14 600 1 13 12 1.90 CTN ' 13108 'IPC 4020 4/0-2 210-6 600 1 25 12 4.08 CTN `:6 13109 IPC 2640 250-1 -4/0-6 60o 1 30 6 4.17 CTN Y} er 13113 IPC 3540 350-4/0 4/0-10 300 1 25 6 4.17 CTN 13114 IPC 2535 350-410 350-410 300 2 25 6 7.63 CTN 13116 tIPC 5012 500.250 10-12 300 1 25 4 2.85 CTN 13104 'IPC 5025 500-250 250-4 600 1 55 4 4.06 CTN _ 13105 'IPC 5050 500-300 500-250 600 1 75 1 2.64 fie, CAUTION 13106 •IPC 7550 750-500 500-350 600 1 75 1 2.62 EA Use Bug-Bites On '600 Volts,balance 300 Vobs_(tor 480V grounded Y systems) Insulated cable Only! t Not CSA cerliffied Do not install on bare cable. Dual-Rated GUTTER TAP CONNECTORS & SP CU9AL High strength aluminum alloy 6061-T6,tin-plated USTED 600V 90'C Lay-in designed main conductor remains continuous Tap parallel or perpendicular to main Q GP SERIES NAED CATALOG CONDUCTOR RANGE APPROX.DIMENSIONS ON)_ CTN EST.SHIPPIN G f NUMBER NUMBER M AIN TAP H W L CI EIGHT CITY W (Ibs) UNIT (//rI/jf�r�� 13117 GP 2' 2-12 4-12 SOL 718 518 1"/a 24 1.43 CTN 13110 GP 10 1/0-2 110-12 SOL 1 314 1'1- 12 1.19 CTN 13119 GP 250 25D-110 250-6 Wn 1'/,, 2'Ic 12 2.54 CTN 13121 GP 350 35D-4/0 350-6 17u 11' 2'1- 6 2.75 CTN 13122 GP Sao 500-35D 500-2 11/1 14- 3'1- 6 3.10 CTN copper-to-aalulu For copper copper, minum, 13123 GP T50 750-500 500-2 z A 6 311, 1 3 2.5 CTN aluminum-to-aluminum 'GP2 has slotted screws. Oxide-inhibitor is recommended for added corrosion protection. 600V 90°C Snap-on insulating covers for use with GP connectors For indoor use only GPC SERIES NAED CATALOG FOR USE WITH I APPRDX-DIMENSIONS(1N) CTN ESTLSHIPPING NUMBER NUMBER CONNECTOR COLOR H W -L CITY WEIGHT(lbs) UNIT r' `���'•j>, 13137 GPC 2 GP2 I YELLOW 17 1rr.. 17 12 0-46 CTN 'r7lfrrf 13138 GPC 10 GP110 GRAY 1' 2111 2'1, 6 0.36 CTN 13140 GPC 250 GP250 RED Y 2'1, 3'/, DA0 CTN r�( 13141 GPC 350 GP350 YELLOW t'!. 3'1. 3'!. 3 D.42 CTN rltt�l' 13142 GPC 500 GP500 BLUE 311" 4'h 3 0.46 CTN 13134 GPC 750 GP750 ORANGE 2"6, 3,1, 411: 3 0.85 CTN www.greaves-usa.com 11 Heritage Park,Clinton,CT 06413-Phone 860-664-4505•Fax 860-664-4546 TOLL FREE 1-800.243-1130(Outside CT) NOTES: -- ( REVISION: -5/16"LAG BOLTS MUST EMBED - 2.5"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT -TORQUE ALL 5/16"HARDWARE TO a SNAPNRACK -� THE FOLLOWING: AND TIGHTEN NUTON TOP OF COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LBS CAN BE MOUNTED IN -BLACK S.S.7-9 FT-LBS } i-STEP 2: SLIP FLASHING OVER f! ANY ORIENTATION j=- S.S. FLANGE NUT _RAILS CAN MOUNT TO EITHER SIDE { L FOOT BASE AND UNDER ROW i &.X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) 5 a�_ �.' OF SHINGLPS ABOVE SNAPNRACK ,1 �5 S.S. BOLT AND. CHANNEL NUT \ SPLIT WASHER !'` _• i 1 ` ✓ "S.S.LAG SCREW WITH FLAT WASHER t ` SNAPNRACK % 2.5"MINIMUM EMBEDMENT STANDARD RAIL IS STANDARD �u µ .SNAPNRACK COMPOSITION-'r - -STEP 1: BOLT L FOOT i !! ROOF FLASHING - `i ✓ BASE TO ROOF WITH \ LAG BOLT 1 { SNAPNRACK L FOOT BASE--� v r, ,, � �•-ROOF DECKING TYP. ROOF DECKING TYP. .� � FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES .._ t} WITH LOW TO MODERATE TILT ` N RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACERS AS T r"" SHOWN IN"SERIES 100 RAIL LEVELING" �: COMPLETED INSTALLATION RAFTER TYP.J MAINSTREAM ENERGY CORP. DESIGNER: _G McPttaeters_ SCALE: I PART NUMBER: DESCRIPTION: 'REV 3 n i — DNS PEN DETAIL 01,FLASHED L FOOT TO C DRAFTER RYa S DATE S700 PEN DOl RAFTER F "...x..,x"m»..n D n 11� Kau no I. _,_.-.-e._ _ ,��-�� APPROVE08f ! l 120113 4. E -1X SNAPNRACK W -2X SNAPNRACK LEVELING REVISION: USE CARE DURING LEVELING SPACER ( SPACER _ INSTALLATION TO ENSURE I THAT THE SET SCREW IS -ix J�"-16 X 1"LONG -2X1&"-18 X 1"LONG - -- - - - — --- ROUGHLY CENTERED BETWEEN g-1 SETSCREW I1 --� SETSCREW +�� j THE TWO PIECES BEING JOINED STANDARD SERIES 100 L^,ti �- A �.. II ' ATTACHMENTS FEATURE 3"OF VERTICAL ADJUSTABILTTY ON ALL MOUNTING POINTS WITH _�J� t f THE USE OF 1"LEVELING �.:d 1 10.5 SPACERS 9.5 5 ( THE FIRST INCH OF ! 7.5 i ADJUSTABILTTY IS ACCOMPLISHED WITH SLIDING DETAIL A _ FEATURES BUILT INTO BOTH L 1 FOOT AND STANDOFF CLAMP SCALE 5:8 I COMPONENTS F'- a �� RAIL HEIGHT=7.5" RAIL HEIGHT=8.5" RAIL HEIGHT=9.5 RAIL HEIGHT=10.5" FOR AN ADDITIONAL INCH OF i ABOVE ROOF SURFACE :ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE HEIGHT ADJUSTMENT,ADD j 7"STANDOFF 7"STANDOFF 7"STANDOFF 7"STANDOFF ONE LEVELING SPACER. USE PLUS ONE SPACER PLUS TWO SPACERS OF SINGLE LEVELING SPACER ON TOP OF STANDOFF ON TOP OF STANDOFF NOT TO EXCEED 30%OF ATTACHMENT POINTS ON I L-FEET OR 10"STANDOFFS. ` FOR A SECOND ADDITIONAL ' p � ® _ INCH OF HEIGHT ADJUSTMENT ADD ANOTHER LEVELING SPACER. USE OF TWO LEVELING SPACERS NOT 5�4 rT- f 6.4 TO EXCEED 10%OF 4.4 I ATTACHMENT POINTS ON �1� 3:4 I L-FEET OR 10"STANDOFFS - . I I t j RAIL HEIGHT=3.4" W RAIL„EIGHT=4.4" RAIL HEIGHT=5.4" RAIL HEIGHT=6.4" { ! ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ONE L FOOT ONE L FOOT ONE L FOOT ONE L FOOT t PLUS ONE SPACER PLUS TWO SPACERS UNDER L FOOT UNDER L FOOT MAINSTREAM ENERGY CORP. DESIGNER: —G mcPheetgj SCALE: ON$ PART NUMBER: DESCRIPT10Nf REV sna mr(a k"4 �"n ro DRAFTER:. D Ryan DATE S100 Dos SERIES 100 RAIL LEVELING F ( hN1 Nou no ^' APPROVED,BY: i ., SNAPNRACK SERIES 100 ON FLASHED L-FEET i REVISION: NV t j FLASHED L-FEET ARE OPTIMIZED FOR QUICK i -- ---- AND ROBUST INSTALLATION ON STANDARD { COMPOSITION SHINGLE ROOF SURFACES IFOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED I . j I j -SNAPNRACK MODULE f ATTACHMENT HARDWARE -SNAPNRACK Ii :,�,• STANDARD RAIL I ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR 4 ' STRUCTURAL MEMBERS SUCH AS STEEL PURLINS) ROOF SHEATHING, UNDERLAYMENT, AND ROOFING MATERIAL,TYP. : SNAPNRACK FLASHED L-FOOT-' l i MAINSTREAM ENERGY CORK I DESIGNER: G McPheeters SCALE I PART NUMBER: DESCRIPTION: _ I REV } ��°' DRAFTER: D Ryan DNS ( S100 D01 SERIES 100 OVERVIEW,ON FLASHED DATE: L-FEET r y �.. _ 120113� GV Kau no t R ? •. APPROVED BY: 1__..... . r M - Li'' - Life's Good ', 11 o r d , v'r T1, Mono 11527OS1C-A37 +4 s. 6On+cell: c 4a :� 7 . e rr r Mon4 senes+are LGYElecvonics high"quality rnonocrystalline module brands.The quality.is the-result of our strorto commitment .. to developing a module to Improve benerits for customersf,Feaiures,! � + of MonoXT"'series include Higher eft niency and durability,convenient i installat&,and`aesthetic exteror r+ t `'r ► 'A t" y " . j 311j .; .•v k`"°' w ��" �i. �.{� , r t58ig; LIGHT AND ROBUST CONVENIENT INSTALLATION With a weight of just 16.8 kg(36.96 Ih),1.6 rr'odules are proven to de.-ncnstrate outstanding by allo%ving quick and easy Installations throughout the durability against external pressure up to 5400 Pa :o w.+.,f.: carrying,grounding,and Connecting stages of n10thllru t.,a:Ellhli8'F "F 100%EL TEST COMPLETED THE EXTRA 2%POWER All LG modules pass Electrolu mines cence inspection. To minimize losses due to mismatch,1.6 produr,r�"l igioupr tc r. 1 his EL inspection detects cracks and other of solar modules which are sorted by Its c.ur'rlsnt c i imperfections unseen by the naked eye. y, ,Rk;,r g This enables MonoXlm to maxlmizr-.thasysteril'c tilu(Jul.by around 2%based ofP the theorctir,;,l c,alojlat;Qi'l RELIABLE WARRANTIES POSITIVE POWER TOLERANCE a 1.G Stands b its roduCts with the strength of a y P y LG provides ngrn'cxlx quaLt:Y 1ny to le;: Cllr l;r11 eorporatinn and sterling warranty policies to aS511r,9 CLISI'Omr[„1 Of flip t111t(I p(AVOC rllllail f'Of*0 10 yvar produali sited warranty and a modules,with it prn;n,Ivitrtgun:nFil lfd l�I;f'q„0.Itlllil fit,;4j. ytS„P bnutr,d lUnc.v output warranty ,rlfEN.YrK`F44 tr�,�/:r�;ta:pe,+rrnx+,,svrr<,»nsiMiwc.�l�+i,w74su.�ra.,:w�.sty x,,4.,:;r.;,as�.:n.r,s fe::;oc prr�,I+c+a;Am.^1r cs.!:.x;�s#;r,oaras*ira34*,;fro,{tanr, 'txsarrcclnt�il4..t+}i4ed 6t+rascj�ai�c'r ith rwnr�ret,+sa+wd�rf:°ctttf.IEwr,rv,�,A rrv,l,l.,r.�-vs'.F..°.:+yi+a�4,nldlrC,c,,Mrtia;.P:c•.v,+v�t"'rn�.rrrr '�..ks«f��,,,dF�a,..;f«I trr.y`f�.+ar•rfylt�r+e F.6ll�i l�,r.�'°`h�{!'#a+i�, rtix•�;e#t.1ar4�;wl�rr f•rrsxaef R,.4�.�0*�...:s„r,tilt{rvr;nrrr A i 1 I i 'r "hf f)'. 'w �p ;' � a i€+`�,,, >r �"t` �:{ < �..• w �. a .+ :ram � `°t � �"' s t-.t.1i �.. -.`,+ '"., } ti -,�e°�.-... ,.,. _ �.r s'�,,�• wA*-1 t tF �`5fi *b tt�t ' q� • � ��s t�� � �� f3 s w f s° v 4 � � c a t. nIk r $ :. it�".r'�,-Stdt�` .�a r�. � � vh.� ,. - M �s'�PwY ty+ -` �� d r:,� .1" 4�• r$"�..w ,,. .�9 .ia't`1y„. 1� �� S� ��. f w • .+�. .`.}' �e a tc L"1 ry.� o. „'S. ., t .,,,t, � .t$��' a�,Pyf":��xs'"3' ,'�f,..r:�1 y• ;' '�-�y,� ].rs t3 !p'. *�� �"�* �r,, u r. +' {:+c .,�i' '- . ,� s'�}. �; -.r.` t'• rs ', '' a S,r `;rtr�` •.+� MECHANICAL PROPERTIES t ELECTRICAL PROPERTIES(STC*) Ceps 6 x 10 LG27i151C-A Cep vendor LG Maximum power at STC(PnVp) 270 Cep type Monocrystalline MPP voltage(VmpP) 315 Cell dimensions 1 S6 x 1 S6 mm/6 x 6 in MPP current(Impp) 658 of busbar 3 Open circuit voltage(Voc) 385 Dimensions(L x W x H) 1640 x 1000 x 35 mm Slept circuit current(Isc) 917 64,57 x 39 37 x 1,38 in Module efficiency 1%) 165 Static snow bad 5400 Pa/113 psf Static wind load 2400 Pa/SO psf Operating temperature(°C) -40-.90 1 Wright 16.8 t 05 kg/36 96 t 1 1 lb Matdmum system voltage(V) 1000(IEC),600(UL) Connector type MC4 connector IP 67 Mardmum series fuse rating(A) 15 Junction box IP 67 with 3 bypass diodes Power tolerance.N) 0-.3 Length of cables 2 x 1000 men/2 x 39 37 in src l5takdrdTen C-66 kl Yra—teOO Wtaa.nxd°4ten pe orb t 254C,AM 15 Glass High transmission tempered glass •rtewravlampmwr Wn.,x..WardarttmvvdbttGEtrz�nfmUandabmserd— Fume Anodizedalirnnum ELECTRICAL PROPERTIES(NOCT-) L62/0SIc-A3 CERTIFICATIONS AND WARRANTY Maximum power at STC(Pmpp) 198 Certifications(In Progress) IEC 61215,IEC 61730.1/-ZIEC 61701, MPP voltage(Vmpp) 290 DLG-Fokus Test Amnwna Resistance' MPP current(Impp) 6.84 UL 1703,ISO 9001 Product warranty 10 years Openchcuft voltage(Voc) 35.7 Output warranty of Pmax Short circuit ctrrent(isc) 739 troiso,ra12s0 near warranty" Efficiency reduction •i)lnyea 9n(21Nm 2,elya.;01%p Trani degndxeeA 3)ee2te fer2sysn - 16an iBod w/.'uaoo wtnl <4.5'15 - 'NOCT(Wpmnd Operaug C►!Tempertve)irrad,em BOOWhn',ambrix tetkpenbre 2tl'C,wd speed t rn/t TEMPERATURE COEFFICIENTS DIMENSIONS(MMlIN) NOC T 45.0 t 2 eC ureo :w'• �eJr Pmpp -043 WC aArar�o Voc ' -031!JY hc, 0.04 W'C unNr CHARACTERISTIC CURVES +' toItlLO'tY .. Now = -- t now p o s to is to 25 td is eo 1tdt pM _ ir4 ,,...,..,..., ... .. ..,.,.,,,....•»... •'r.ln �4°t++m)hedataa`•rlati»•ate.�t� i IS[ .;G too --: - .•�1} _..-. ----�: � _ __ ,. �'� Voc Pmax,... xxtue wo..o t 40 ` _ rWOH p}hj ti 0.kex 0.r11 Abel •t0 -7T `0 is so is 90 1e,nc':'t:ur.l-tl iatlx7 Y�A�r l,npadebv tMrtt.Mrr.n Lankrv*,¢s Soper Bovness Lam `(S. Lu LG Eknrontf USA kC t -tG last Good'n a.S<treted tnder+aric d LG Corp i B00S5ipnn krc,Elglew Cars. t AV.0.r tn}emvlatn it.pl-w"Y or th-res ye L1o7a32 """`°" " , s all( t .! CT n3•d0{-u5p-EN,70979 With LG it' P e L..I1 f"S C7Dnu Cmearc l�se�a�rM,gt,rom Ccpyryht G 2013 LGEIMt <s A9r<,4,*seroed ,wlwlgsn'.arusa tcn (. OS/0'12Di3 a � Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President December 17, 2014 Barnstable Building Department Barnstable, MA Re: Solar Electric Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading, and photovoltaic system size and proposed site location of installation: 1. Existing roof framing: Conventional wood framing 2x8 @ 16" o.c. and span of 15'-1" (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load (modules plus all mounting hardware) • 21 psf snow live load (30 psf ground snow live load reference) • 4.5 psf dead load roof materials(sheathing and shingles) • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of Heidi Bassett, 244 Boulder Road, Barnstable, MA This installation design will be in general conformance to the manufacturer's specifications, and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009, 2011 NEC,and 2012 IECC. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64" o.c.span along the rail between mounting brackets and secured using 5/16" x 3 %" length lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter& min. 2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Double quantity of anchors for modules mounted within 18" of ridge and edges of roof. Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the SS-inch mounting bolts into the footing bolt slots.The rails will be attached to the footings with the flange nuts. Very truly yours, AIM OF M.sy Optimize Engineering Co., L C. _V RICHARD BRIAN m _ J O GORDON Richard B. P E. MEC��,�ICAt Massachu .E. icense No. 49993 qN0.49993 C F-/STEF� \ �'� G \ SS/ONN- ELECTRICAL ENGINEERING ENGINEERING Barnstable Old Dings`highway Historic District Committee 200 Main Street,Hyannis,MA 02601,TEL: 508-862-4787 Fax 508462-4784 APPLICATION,: CERTIFICATE;OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a.Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts,1973,for proposed work as described below aiI d on plans,:drawings,or photographs accompanying this:application for: Check all categories that apply; 1. Building*construction: ❑ New ❑ Addition ❑ Alteration 2. T'ype.ofBuilding: ❑House ❑ Garage/barn ❑ Shed 13 Commercial ❑ Other 3. Exterior Painting,roof ❑new roof ❑ color/material change,of tn ,siding;window,door 4. Sig : ❑ )\Tew Sign El Existing Sign El.Re'aiming Existing Sign 5. Structure. ❑ Fence El Wall El Flagpole: ❑ Retaining wall ❑ Tennis court ❑ Other 6. Pool ❑.Swimming ❑ O,then man-made pool Solar panels ❑ Other Type or Print Legibly: Date NOTE AAgppUca&ns mast besknedby du current owner Owner(print): 4,61 S r Telephone#: Address of Proposed.Work: yy &UIAE C-6J, village: Map Lot# v5 03 5 Mailing Address(if different) Owner's Signature 1�21*sc see o.44,6,we� [e�-Description of Proposed Work: Give particulars:of work.to be done. 7-75 k I _ (o• of ail�. �y��� ��5 G✓1 c5n �7t? f'ecic. Gye�, flv�" � �xCPCc� (���� r��e•(. �a�f Cc,,'ll I boo r� Agent or Contractor(print):Cam, �_a CaSSL Telephone#:, ��.' Address: U oec a� JJ, m "�C�tn.,� YY1A Co?S7 Contractor/Agent'signature: t For co use only. This Certificate as hereby APPROVED/DE Date Members'sig attires coif c � w A An RECETVED A FEB 112015 ►1 �7l✓tom �o� Town of Barnstable Old Kings F119i Mcly Committee 1 Q- Toards and Conmuss[onMid Kings Higlma)OKll AppUcadonAOKII DRAFT 2011 Cert Appropriateness DRAFT.doc _v .'' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ✓ Parcel / Application #�1 S l Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Z7 Village ✓✓�`� Owner It(7 Address Telephone 1503- �, U- _�2-4; Permit Request A`�W6{, 0R- w�C�Gc�/l�d�I��J` ► ( K h V5 air tt / 114 J 11# F5k Vie w 41% la'' h 4 - -3� boo �t k-37 d& coed �laa� is Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ZOO, 47 Construction Type hjv1 _ Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family a/ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size— Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: © ; — Zoning Board of Appeal17N thorization ❑ Appeal # Recorded ❑ � Commercial ❑Yes o If yes, site plan review# Current Use Proposed Use -� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number l Address �,o� �l/� License # D ZZ Home Improvement Contractor# Worker's Compensation ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1 SIGNATURE DATE i FOR OFFICIAL USE ONLY .-. rr 4 i APPLICATION# F DATEISSUED MAP/PARCELNO. j -ADDRESS VILLAGE OWNER S r DATE OF INSPECTION: FOUNDATION i FRAME s INSULATION x FIREPLACE r y ELECTRICAL: ROUGH FINAL a PLUMBING: ROUGH FINAL f GAS: ROUGH FINAL F FINAL BUILDING w DATE CLOSED OUT Y ASSOCIATION PLAN NO. r f f d � OWNER AUTHORIZATION FORM (Owner's Name) owner of the property located at (Property Address) BC-1JfQStC1b)t- MA naO C) I (Property Address) hereby authorize TS u C�- (Subcontractor) _U an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. Owner's ignature N 2 nJI2 Date F7A CAPE COD INSULATION SI43R O{Af3 StAMt{SS SPp AT FOAM 7YSp4NPtP � __. 4A113 GYTT145 INSYUIION C{YWOf 1-800-696-6611 O 3 1 "Town of Barnstable Regulatory Services Building Division 200 Main St Hyannis, NIA 02601 Date: ll;gli 3 Dear Building Inspector Please accept this Affidavit as documentation that Cape Cod Insulation, Inc. performed & completed the insulation and weatherization work at the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute (BPI) inspector. All work preformed meets or exceeds Federal & State Requirements. Property Owner Property Address Village Insulation Installed: Fiberglass Cellulose R-Value Restricted Unrestricted Ceilings Slopes Floors ( ) ) ) ) ( ) Walls �2 �a4A" Sincerely yl He Iy E C sidy J , President Cape Cod nsulation, Inc. I�� ^' x TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,�� Map Parcel Permit# Health Division q 5 --1 St)5 (`3Lo )v 'B1 E Date Issued Conservation Division S4 3 / :: ;: Application Fee Tax Collector ',�'�, Permit Fee �'�7, % Treasurer _� �;;4_+ __-.-_..,.�.� SEPTIC SYSTEM MUST BE- Planning Dept, INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board N 1 A WITH TITLE 5 1s 31 �w off ENVIRONMENTAL CODE AND Historic-OKH Or preservation/Hyannis TOWN REGULATIONS Project Street Address :2 5ly 0 U lalel- Village wa__2i2_75-7�,16 Owner 6 921a �Z',OZ' iA55,?T Address Telephone JDO Permit Request 614 ljb K1 �rn 1'J l W �VI iA1 A.� ��-�iYr.d S� 4bG Pe C,)RdA P — aFy� l- �- l�el 61 Square feet: 1st floor: existing proposed 2nd floor: existing proposed L r Total new 29 Zoning District Flood Plain Groundwater Overlay l z Project Valuation ,v DU Construction Type (ltJ06rd Lot Size (At- Grandfathered: ❑Yes J�No If yes, attach supporting documentation. Dwelling Type: Single Family A Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes UNo On Old King's Highway: ❑Yes W No Basement Type: MFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 9(v Number of Baths: Full: existing a new / Half:existing o new d Number of Bedrooms: existing :Q new / Total Room Count(not including baths): existing -1 new First Floor Room Count Heat Type and Fuel: -Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 14 No Fireplaces: Existing ( New Existing wood/coal stove: ❑Yes %�dNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:'44-existing ❑new size Shed:*existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes XNo If yes,site plan review# Current Use Proposed Use 06vl Jef— BUILDER INFORMATION Name 41iSjse� Telephone Number Address If U 144 License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO l f/ Az&SL4 SIGNATURE DATE ?211 �0(.,� ti r _ FOR OFFICIAL USE ONLY S PERMIT NO. } DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r , DATE OF INSPECTION: FOUNDATION FRAME A A'n Olt INSULATION G & F FIREPLACE ELECTRICAL: ROUGH FINAL I a A PLUMBING: ROUGH FINAL rn GAS: ROUGH[Ur 19' FINAL FINAL BUILDING N p °-m , nF � � DATE CLOSED OUT" 13r 1� R m s ASSOCIATION`PLAN NO. W A g , O � Z� a . Z7�f %� 0 3 � tG i 60 s � I certify that this property is qi0 located in Flood Hazard Zone C (out- side the 500 year flood) as identified by the Department of Housing and Urban Development (HUD) , Date NoV, 9 /998 CERTIFIED PLOT PLAN LOCATION .Bi4/2l1/ST� E ,q I/.sst`2 c� ,4., .. SCALE . ..�.=S.�.. DATE 99� Reg. Zand Surveyor PLAN REFERS NCE • �9. . . . .. .. ... .. .. . . .. . . . . . .. .. . certify to its title insurance company that . . ; . . ;�• there are no visible encroachments 1 CERTIFY THAT THE �!s7?"IG Dw�tr..�.1c- or easements except as shown and that this """"" Plan was p SHOWN ON THIS PLAN IS LOCATED ON THE GRODUD prepared under my immediate AS SHOWN HEREON AND THAT IT CONFORMS TO THE supervision. SETBACK REQUIREMENTS OF THE TOWN OF .B'`?�rTA6lE .WHEN CONSTRUCTED. t V' DANKJSSLs7Tg � JOj //�lt`1V� E7T_ DATE �✓��/;9. � . REGISTERED LAND SURVE R Town of Barnstable �FIME) � Regulatory Services - Thomas F.Geiler,Director + 3ARNSUBLE, w e MA83. 039 ,0� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION (� Please Print 1 DATE: 1 JOB LOCATION: t'✓ nu ber street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellinjzs of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as sup DEFINITION OF HOMEOWNERa Person(s)who owns'a parcel:ofland on which`he/she resides'or intends to reside,on which there is,or is intended to -be;a one nor two'familyy:dwelling,--attached.or-detached structu%eseaccessory to=such-use and/or.farm structures..A__.. .. person who constructs more than one home in a two-year period shall_not be considered a homeowner. Such - `homeowner'_'._shall.-submit.to_the-Building_Official-on-a form acceptable to_the Building Official,that he/she shall be - .-responsible`for allsuch*work performed°under.the-building_permit -(Section 109.1.1) ,_ The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other _ .. applicable codes."bylaws;rules-and regulations: lreqements. signed"homeowner"certifies that he/she understands the Town of Barnstable Building Department _. inspection procedures andrequirements:and hat.he/she,will_comply with said procedures and __ .._...._ __.. i Si ature of H eowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section IZT.Q Construction Control.. HOMEOWNER'S'EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such.a form/certification for use in your community. L 0-fnr vbnmrexenmt RESIDENTLAL BUILDING PERMIT FEES ES APPLICATION FEE New Buildings,Additions $50.00 a O Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIMG SPACE square feet x$96/sq.foot= 5060 e x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.003I= plus frombelow(if applicable) ACCESSORY STRUCTURE>120 sq.ft >120 sf-500 sf' $35A0 >500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: x.0031= square feet x$96/sq.foot= STAND ALONE PERMITS Open Porch x$30.00= (number) x$30.00= Deck (number) Fireplace/Chimney x$25.00= (number) inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 DO (plus above if applicable) Permit Fee �s7 The Town of Barnstable RAa Department of Health Safe MVA P Safety and Environmental Services p'FASL G M>Y' Building Division 367 Main Street,Hyannis,MA 02601 •• 508.8624038 508-790.6230 PLAN REVIEW Owner: AgAw-, lie, .Dl' R gsSseTT^ Map/Parcel: '• 3!s' -- . O 3 :1—' Project Address: Builder: 4kw.e-R• The following items were noted on reviewing: //. �t/e�D .7•�vfo o�v E��•��eeReO Lvr��,'�,2 , ,gyso���rr,� " �' ._ iV e 0 CoM Pc e Te, �LOOR 'A _7 T w uP DATeO 5'/`0"VC5 cJ, Nee.0 CDGLAR 7-;G' S yIrp A* rf: sire r foe i Reviewed by: CAP Y. Date: 3 11!Ell-Or 0 Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code RES checkSoftware Version 3.5 Release 1 Data filename:C:\Program Files\Check\REScheck\BASSETT.rck TITLE:ADDITION CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached BEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE:02/29/04 DATE OF PLANS:03/01/04 PROJECT INFORMATION: THE BASSETT RESIDENCE 244 BOLDER ROAD BARNSTABLE,MA. COMPLIANCE:Passes Maximum UA= 137 Your Home UA= 124 9.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 528 30.0 0.0 18 Wall 1:Wood Frame, 16"o.c. 782 13.0 0.0 59 Window 1:Vinyl Frame:Double Pane with Low-E 62 0.350 22 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 528 19.0 0.0 25 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 building has been designed to meet the Massachusetts Energy Code requirements in RES checkVersion 3.5 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 78 1310 1 J4.4. Builder/Designer — Date ���i •` REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release 1 DATE: 02/29/04 TITLE:ADDITION Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. , [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ) I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulatiop.Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I , Temperature Controls: [ ] ( Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: ( ) I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. -061'sw BC CALCO 2003 DESIGN REPORT - US Wednesday, March 17,2004 14:23 Single 11 V8" BCIO 9O0s SP File Name: BC CALC Project:J01 Job Name: Bassett Residence addition rDescriptionjoist either'side of shed dormer_ Address: 244 Bolder RdSpecifier: - '! City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: Company: Shepley Wood Products Code reports: NER 594,ICBO 5208 Misc: 3 2 1 Standard Load-40 psf(10 psf OC Spacing 12" ) 114 RE r r x BO, 1-3/4" 131, 1-3/4" 728 Ibs LL 517 Ibs LL 342 Ibs DL 173 Ibs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 22-00-00 Live 40 psf 12" 100% Member Type: Joist Dead 10 psf 12" 90% Number of Spans: 1 1 wall Conc. Lin. Left 04-08-00 04-08-00 Live 0 plf 12" 115% Left Cantilever: No Dead 60 plf 12" 90% Right Cantilever: No 2 ceiling Conc. Lin. Left 04-08-00 04-08-00 Live 35 plf 12" 115% Dead 70 plf 12" 90% Slope: 0/12 3 roof load Conc. Lin. Left 04-08-00 04-08-00 Live 330 plf 12" 115% OC Spacing: 12" Dead 165 plf 12" 90% Repetitive: Yes Construction Type:Glued Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 4761 ft-Ibs 48.7% 115% 3 1 -Internal Dead Load: 10 psf Neg. Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Reaction 1070 Ibs 65.3% 115% 3 1 -Left Duration: 100 Total Load Defl. U395(0.669") 60.8% 3 1 Live Load Defl. U559(0.472") 85.9% 3 1 Disclosure Max Defl. 0.669" 66.9% 3 1 The completeness and accuracy of Span/Depth 22.2 n/a 1 the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets Code minimum(U240)Total load deflection criteria. particular application. The output Design meets User specified(U480)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties Minimum bearing length for BO is 1-3/4". and analysis methods. Installation Minimum bearing length for 131 is 1-3/4". of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO,BC FRAMERO, BCI@, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRAND-, VERSA-STUD@,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 �J BC CALC® 2003 DESIGN REPORT - US Wednesday, March 17,2004 14:23 Single 11 7/8" BCI® 900s SP File Name: Bassett Residence.BCC:J02 Job Name: Bassett Residence addition (Description:joist under shed dormer" Address: 244 Bolder Rd `Specifier. City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: Company: Shepley Wood Products Code reports: NER 594, ICBO 5208 Misc: 3 2 1 Standard Load-40 psf 110 psf OC Spacing 12 1,4 " 0 Ak BO, 1-3/4" B1, 1-3/4" 771 Ibs LL 479 Ibs LL 401 Ibs DL 144 Ibs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 22-00-00 Live 40 psf 12" 100% Member Type: Joist Dead 10 psf 12" 90% Number of Spans: 1 1 exterior wall Conc. Lin. Left 02-03-12 02-03-12 Live 0 plf 12" 115% Left Cantilever: No Dead 80 plf 12" 90% Right Cantilever: No 2 attic Conc. Lin. Left 02-03-12 02-03-12 Live 40 plf 12" 115% Dead 80 plf 12" 90% Slope: 0/12 3 roof Conc. Lin. Left 02-03-12 02-03-12 Live 330 plf 12" 115% OC Spacing: 12" Dead 165 plf 12" 90% Repetitive: Yes Construction Type:Glued Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 3412 ft-Ibs 40.2% 100% 2 1 -Internal Dead Load: 10 psf Neg. Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Reaction 1172 Ibs 71.5% 115% 3 1 -Left Duration: 100 Total Load Defl. U475(0.556") 50.6% 3 1 Live Load Defl. U646(0.409") 74.3% 3 1 Disclosure Max Defl. 0.556" 55.6% 3 1 The completeness and accuracy of Span/Depth 22.2 n/a 1 the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets Code minimum(U240)Total load deflection criteria. particular application. The output Design meets User specified(U480)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties Minimum bearing length for BO is 1-3/4". and analysis methods. Installation Minimum bearing length for 61 is 1-3/4". of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTM, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 l SE" BC CALC®2003 DESIGN REPORT - US Wednesday, March 17,2004 14:23 �01 Double 11 7/8" BCI® 900s SP - File Name: Bassett Residence.BCC:J03 Job Name: Bassett Residence addition ;Description:end joist Address: 244 Bolder Rd Specifier:` City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: Company: Shepley Wood Products Code reports: NER 594, ICBO 5208 Misc: 3 g 2 5 1 4 Standard Load-40 psf 11 o psf be Spacing 12" t ' AIL A& BO, 1-3/4" B1, 1-3/4" 824 Ibs LL 786 Ibs LL 420 Ibs DL 390 Ibs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 22-00-00 Live 40 psf 12" 100% Member Type: Joist Dead 10 psf 12" 90% Number of Spans: 1 1 wall Conc. Lin. Left 04-08-00 04-08-00 Live 0 plf 12" 115% Left Cantilever: No Dead 60 plf 12" 90% Right Cantilever: No 2 ceiling Conc.Lin. Left 04-08-00 04-08-00 Live 35 plf 12" 115% Dead 70 plf 12" 90% Slope: 0/12 3 roof load Conc.Lin. Left 04-08-00 04-08-00 Live 330 plf 12" 115% OC Spacing: 12" Dead 165 plf 12" 90% Repetitive: Yes 4 knee wall Conc. Lin. Right 05-09-12 05-09-12 Live 0 plf 12" 115% Construction Type:Glued Dead 60 plf 12" 90% 5 attic Conc. Lin. Right 05-09-12 05-09-12 Live 35 plf 12" 115% Live Load: 40 psf Dead 70 plf 12" 90% Dead Load: 10 psf 6 roof Conc. Lin. Right 05-09-12 05-09-12 Live 330 plf 12" 115% Partition Load: 0 psf Dead 165 plf 12" 90% Duration: 100 Controls Summary Disclosure Control Type Value %Allowable Duration Load Case Span Location The completeness and accuracy of Moment 6495 ft-Ibs 33.2% 115% 3 1 -Internal the input must be verified by anyone Neg. Moment 0 ft-Ibs n/a 100% who would rely on the output as End Reaction 1244 Ibs 38.0% 115% 3 1 -Left evidence of suitability for a Total Load Defl. U529(0.5") 45.4% 3 1 particular application. The output Live Load Defl. U798(0.331") 60.2% 3 1 above is based upon building Max Defl. 0.5" 50.0% 3 1 code-accepted design properties Span/Depth 22.2 n/a 1 and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets Code minimum(U240)Total load deflection criteria. with the current Installation Guide Design meets User specified(U480)Live load deflection criteria. and the applicable building codes. Design meets arbitrary(1")Maximum load deflection criteria. To obtain an Installation Guide or if Minimum bearing length for BO is 1-3/4". you have any questions,please call Minimum bearing length for 131 is 1-3/4". (800)232-0788 before beginning Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARDTm,BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 t h TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ( �'/ ®�.�• TOWN OF BARNST Permit y Map `-� Parcel � A,�LE _ �i�l1 Health Division Date Issued Conservation Division S� Fee 3 �� Tax Collector a 00 1 n k- t�L 00 -� LJ VISION PP Treasurer — Nt- y��D� w Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address Z (Pep .F g � � f Villa e (P yy '' /� I .i 2�- �,- n Owner k) UQwNo_ kd� t-F-6a SS4 Address P o 6oX= ��� . IJGI 4_4 �"b Telephone Sb — ;3& �-— -3 Permit Request GVL — Square feet: 1st.floor- isting 50G proposed 2nd floor: existing 100 proposed Total new 2 SrC) Valuation #110Zoning District Flood Plain Groundwater Overlay Construction Type JAW4 Lot Size 43, Le -3 t-�!' Grandfathered: ❑Yes kNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) y Age of Existing Structure IS / Historic House: ❑Yes XNo On Old King's Highway: ❑Yes No Basement Type: I FFull ❑Crawl ❑Walkout ' ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing Z I'3 new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: C� s ❑Oil ❑Electric ❑Other Central Air: ❑Yes *No Fireplaces: Existing New Existing wood/coal stove: Yes 0 No Detached garage:❑existing Cl new size Pool:❑existing ❑new size Barn: ❑existing ❑new size Attached garage:Xexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ,. Commercial ❑Yes )LNo If yes, site plan review# Current Use Proposed Use LVA BUILDER INFORMATION Name �-x-a- aku O WYJA� Telephone Number _ 3( --1 3 a 3 Address f0o l d0 W License# Home Improvement Contractor# 2t t�Vt�J Ott, ! &C�-3C) Worker's Compensation# ' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Gvc` -L SIGNATURE DATE L ll d`Z FOR OFFICIAL USE ONLY PERMIT•NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER ' . s _ �; .� _ —. `� 4.a,i V` _ •." F '� •, , DATE OFINSPECTION: r��- FOUNDATION 37 O S—��"'� .- FRAME /6rXf? 1G d 2 ik- INSULATION * /h2 • ' .: •- _ - FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - FINAL BUILDING v ' DATE CLOSED' OUT. , ASSOCIATION PLAN NO. k ` I RESIDENTIAL BUILDING PERMIT FEES .• APPLICATION FEE ' New Buildings,Additions •$50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE --� square feet x$96/sq.foot= 2 x•0031- plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.1� , >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 ' >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (mi;n �) Fireplace/Chimney x$25.00= - (number) Inground Swimming Pool . .$60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) �lP Permit Fee YL projcost of t"e roh, . Town The � BARNSTABLE, . of Barnstable Sao 16 MASS Regulatory Services '''F�►��' Thomas F. Geiler, Director . Building Division Peter F. DiMatteo, Building Commissioner 200 Main..Street,Hyannis MA 02601 . ce: 508=862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE:�7 �T D� JOB LOC-ATTON: number street village "HOMEOWNER": G,�2 G .S�SI�J go�f name ! home phone# work phone# CURRENT MAILING ADDRESS: v pox f•( q city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellinZs of six units or less and to allow homeowners to engage an.individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building D tmen um inspection procedures and requirements and that he/she will comply with said . r ce ores r quirem` ts. SignapeofHome:Wner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State'Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states.that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such-Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming-the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a Ticensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit . application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:FORM&EXEMPIN I _ TabloA=(eemdnd) Prescriptive Paehages for One&ad Tw*�Fimily RaWaedai Baildlow Haaad w+fh Fmw Faab MAXIMUM NffmUM ala=g alazing Ceiling wall Flow Bonn" 9Lb flwag raim "Or eadog/F�dr� Arcz'(%) U value' R-valod 1Gvmhwm Rrvaiva' Pad=C S"i to 6W Hating DeReee Data' Q 1291e 0.40 38 13 19 10 6 Not�l R 127. 032 30 19 19 10 6 Normal UE 9 120% 0.50 36 13 19 10. 6 ti al T 15% 0.36 33 13 25 WA WA Nafma1rm U . 15% 0.46 39 19 19 10 6 Normal V Is./. 0.44 3E 13 25 WA WA 9S AFUE w 15% 0S2 30 19 19 10 6 tSAFUE x 19% 032 3E 13 25 WA WA Normal Y 18% 0.42 33 19 25 WA WA N0'41� Z 12% 0.42 32 13 19 10 6 90 AFUE AA is% OSO 90 19 19 10 6 90AFVE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: q(9 4. %GLAZING AREA(#3 DIVIDED BY S. SELECT PACKAGE(Q—AA-see chart above): TI NOTE: OTHER MORE INVOLVED METHODS OF DEI 1MINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a Y Footnotes to Table J5.2.1b: ` Glazing ea is the ratio of the area of the glazing assemblies (inc ding sliding-glass doors, skylights. and basement w� dows if located in wails that enclose conditioned space, excluding opaque doors)to the gross wall area. expresse as a percentage. Up to 1%of the total glazing area m be excluded from the U-value requirement. For example.3 of decorative glass may be excluded from a buiI • design with 300 fl of glazing area- Z After January 1, 999, glazing U-values must be tested and ented by the manufacturer in accordance with the National Fenes tion Rating Council (NFRC) test procedure or taken from Table J1.5.3a. U-values are for whole units: center-o lass U-values cannot be used. ' The ceiling R-values o not assume a raised or oversized construction. If the insulation achieves the full insulation thickness over the exterior walls without compress n. R 30 insulation may be substituted for R-38 insulation and R-38 insulatt n may be substituted for R-49 ' ou. Ceiling R-values represent the sum of cavity insulation plus insulating she ing (if used). For ventilated dings, insulating sheathing must be placed between the conditioned space and the v tilated portion of the roof. 'Wall R-values represent the s of the wall cavity ' n plus insulating sheathing(if used). Do not include exterior siding, structural sheathin and interior drywaiL F example,an R.19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation pi R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,maso ,Iog)wall constru 'ors,but do not apply to metal-frame construction. 'The floor requirements apply to floors ver uncondition spaces(such as unconditioned=wlspaces,basements, or garages).Floors over outside air must eet the ceiling ems. Tl:e entire opaque portion of any individ basement with an average depth less than 50%below grade must me_: the same R-value requirement as ove-grade wails. Windows and sliding glass doors of conditioned br-ements must be included with the other azing. asement doors must meet the door U-value requirement d_scribed in Note b. The R-value requirements are for unheated sl .A an additional R 2 for heated slabs. ' If the building utilizes electric resistance heatin a compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or more than a piece of cooling equipment,the equipment with the lowest efficiency must meet or exceed the efficiency requ' the selected package. 'For Heating Degree Day requirements of the clos c or town see Table J5Z.1a NOTES: a)Glazing areas and U-values are maximum acce table I .Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and not inclu structural components. b)Opaque doors in the building envelope must ve a U-value o greater than 035. Door U-values must be tested and documented by the manufacturer in acco cc with the C test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an gate U-valu g for that door is not available, include the glass area of the door with your windows and a the opaque door -value to determine compliance of the door. One door may be excluded from this requireme (Le,may have a U ue greater than 0.35). c) If a ceiling,wall,floor,basement wall,slab-e ge,or crawl space wall omponent includes two or more areas with different insulation levels,the component co m lies if the area-weighted a erage R-value is greater than or equal to the R-value requirement for that component. lazing or door components omply if the area-weighted average U- value of all windows or doors is less than or eq al to the U-value requirement 0.35 for doors). - 43 r BdvLD�� _ • x� ru Pao 19el' , vo oo r r� ' , C i J I certify that this property is located in Flood Hazard Zone C (out- side the 500 year flood) as identified by the Department of Housing and Urban Development (HUD) . zC �195 ,,.• CER'fl FI ED PLOT PLAN Date 72,!57C_ LOCATION SCALE . ../ :Sa.�.. DATE Reg. PLAN N' ' .. • .s.,s, :', •., f'I` �}• ..S^i'��N/V per! �;8�• I certify to its title insurance company • • • • • EX�snNG • D/�C ,��• that there are no visible encroachments I CERTIFY THAT THE .. . S LOCATED . . . .. E GROUND . . or easements except as shown and that this S SHOWN ON THIS NAN IS LOCATED ON THE GROUND plan was prepared under m immediate AS SIiOWN HEREON AND THAT IT CONFORMS TO THE p Y SETBACK REOUIREMENTS OF THE TOWN OF ..supervision. Q'`�!?NSTijl3[cC WHEN CONSTRUCTED. DATE . !9��-S' i • f ,�i - P S�� // v o L'Al. BLS � HE�7D/ �/ 27S 7- REGISTERED LAND SURVE R s. .> �:.BUILM1t�15I•••s . . ::>. D NG : ::?::'•:'i UILDING ant > <> «« :::::x: ::':::::':::::::,::: ;>B..:. ::M1LDER:RD.~~. }: E :.: ::::.......................................... KXA......., :. :.x.::::.:.... :i: ao:i:: i low.X 5 8 99 3139 ....................... �';y�r,`',.K,.�3 BUILDING SHED - NOT O OBSERVINGS ET- sm BAC KS KI ................ `.a .: ... ss ::WILL CALL BACK AFTER HE SPEAKS TO BUDDY D Y �i 7f 1 -�� The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner SHED REGISTRATION Location of shed(address) v %\Co.4\e Property owner's name Telephone number . Size of Shed Map/Parcel# s - T Ld,� 9 Si Date Hyannis Main Street Waterfront Historic District? 'Old King's Highway Historic District Commission jurisdiction? Dp QA!' Conservation Commission(signature required) `7l�`��1�� THIS FORM MUST BE ACCOIWAN MD BY A PLOT PLAN 940=-shedmg �FWE O The Town of Barnstable • snterrsrnsie, • 9� ' � Department of Health, Safety and Environmental Services '�Ec H►a+° Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner August 31, 1999 Roger Odoardi PO Box 146 Princeton, MA 01541 Re: 244 Boulder Road, Barnstable ' Dear Mr. Odoardi: We received your requests for enforcement action dated 8/9/99 and 8/27/99 and have researched the issue. Unfortunately, we find no basis for enforcement on our part. You have the right to appeal this decision. If you so choose, we will be more than happy to assist you. Sincerely, Ralph M. Crossen Building Commissioner RMC/lbn 1 � g990831a i PO Box 146 Princeton, MA 01541 Ralph Crossen Building Commissioner 367 Main Street Hyannis, MA 02601 Re: Request for Enforcement Action, dated August 9, regis. # R 441 078 970 August 27, 1999 Dear Mr. Crosser: I am writing at this time to obtain the status of the request for enforcement action, contained in my registered letter to you dated August 9, 1999. Specifically, have you inspected, or do you intend to inspect, the Bassett shed's conforming to the zoning setback requirement using the certified engineering survey enclosed with my August 9 letter? I would appreciate the kindness of a response by September 11, 1999. S' cerel , r Ro er Odoardi Work phone(daytime hours)508 799-3139 Home phone(evening hours)978 464-5822 Facsimile number 508 799-3141 PO Box 146 Princeton, MA 01541 Ralph Crossen Building Commissioner 367 Main Street Hyannis; MA 02601 Re: Request for Enforcement Action August 9, 1999 Dear Mr. Crossen: Our property at 240 Boulder Road in Barnstable abuts the property of W. Dana and Heidi Bassett at 244 Boulder Road. During July, 1999 the Bassetts constructed a shed along the boundary of our property. That structure is encroaching within the fifteen (15) feet setback zoning requirement for this area. Enclosed is a copy of the plot plan the Bassetts furnished the Old King's Highway Commission at a public hearing held on August 4 on the appropriateness of their shed. This copy is based on an engineering diagram prepared on December 26, 1995 by Registered Land Surveyor, Edward S. Kelley. The representation of the shed was drawn by the Bassetts on Mr. Kelley's diagram. This enclosed copy misrepresents the location of the shed as being fifteen(15) feet from our property boundary line. In fact, the shed is approximately seven(7) feet from that boundary. This is to respectfully request your enforcement of the fifteen feet setback requirement. Please advise of your handling of this matter. If there are questions, or more information that I can furnish, please contact me. Sincerely, Roer Odoardi �OuLD�� _ • z 7ne Vo �a4 e 2s. 7 os I certify that this property is located in Flood Hazard Zone C (out- side the 500 year flood) as identified by the Department of Housing and Urban Developrent (HUD) Date Dom_ z� �195 �,��- CERTIFIED PLOT PLAN ..,t' LOCATION SCALE . ../ii..Sv.�.. DATE PLAN REFERENCE Lo /S Reg. -�,and::Surveyo'r�• . . I certify to its title insurance company that there are no visible encroachments I CERTIFY THAT THE �rn'�G: Dwc-'�t,�•�G . or easements except as shown and that this SHOWN ON THIS.PLAN IS LOCATED ON THE GROUND plan was prepared under m lmmedlate AS SHOWN HEREON AND THAT IT CONFORMS TO THE y SETBACK REQUIREMENTS OF THE TOWN OF supervision. WHEN CONSTRUCTED. DATED u�. VAr/A 151.ASS15_Y 7-�i470, n so,v — P_r--7- ,•°�? � 1 PO Box 146 Princeton, MA 01541 Ralph Crossen Building Commissioner 367 Main Street Hyannis, MA 02601 Re: Basis for Enforcement, your letter dated August 31 September 4; 1999 Dear Mr. Crossen: My request for enforcement is based on the following criteria: 1. Documentation - In addition to the certified plot plan survey forwarded to you on August 9, I am enclosing the certified plot plan of 244 Boulder Road (Lot 15) which was prepared in 1986 by surveyors Levy & Eldridge Associates, Inc. for the subdivision builder, Mr. Nickulas. It is on file in your office and was obtained from Mr. Martin on August 5, 1999. Using this survey, the previous owner of 244 Boulder Road and I jointly staked the property boundary and I can show the location of that boundary according to the two certified surveys I have furnished. 2. Dimensions - These surveys show that the property boundary in the area of the shed is thirty-five(35) feet west of the garage. The diagonal of an 8'xl2' shed with this angle of orientation is approximately fifteen (15) feet. Furthermore, based on his visits to this property, Mr. Martin should be able to confirm that the shed is approximately thirteen(13) feet from the garage. Therefore, 35 feet - survey distance from garage to westerly boundary less: 13 feet - distance from garage to shed less: 15 feet - shed diagonal distance 7 feet - remaining distance between shed and boundary The seven(7) feet remaining distance from the shed to the boundary violates the fifteen(15) feet setback requirement. 3. Verifiability - The accuracy of the dimensions shown above is readily verifiable in a brief time by a visit to the property and by reference to the certified survey documents. It is also verifiable by the referring to the property boundary stakes planted jointly with the previous owner of 244 Boulder Road as described above. I am hopeful that you will determine that the documentation, dimensions, and verifiability of my request constitute a valid "basis for enforcement" as cited in our letter. Therefore it is res ectfull requested once Y P Y again that a reasonable effort by made to conduct a setback inspection under the zoning law. I would appreciate a timely reply as to whether or not you will reconsider your earlier decision and make such an inspection. Sincerely,,, , I c Roj Odoardi Work phone (daytime hours) 508 799-3139 Home phone (evening hours) 978 464-5822 Facsimile number 508 799-3141 Enclosure (1)—certified plot plan copy tNE A . The Town of Barnstable • BAMST"M MAM �m� Department of Health Safety and Environmental Services QED 59. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner September 14, 1999 Dana and Heidi Bassett P O Box 169 Barnstable, MA 02630 Re: �44'Bouldef Road;Barnstable Dear Mr. and Ms Bassett: A recent inspection by our division has resulted in the conclusion that your shed may be too close to the property line. Please supply us with surveyed proof that the shed is where you said you were going to put it. You may, in the alternative,just move the shed 8' closer to the house which represents the disputed area. Please let me know how you'd like to proceed as soon as possible. Sincerely, Ralph M. Crossen Building Commissioner RMC/km cc: Thomas Geiler,Director of Health, Safety &Environmental Services g990914a PO Box 146 Princeton, MA 01541 Director of Health, Safety, and Environmental Services P.O. Box 2430 Hyannis, MA 02601 September 8, 1999 Re: Request for Information Dear Mr. Geiler: We op property at 240 Boulder Road, Barnstable, that we purchased in 1987. For the past p months I have been trying to have a zoning setback enforced in a manner that is least burdensome to the community. I am seeking your assistance at this time because I have been informed that the Building Inspection Department is a function under Health, Safety, and Environmental Services. Please be kind enough to help me obtain the following information regarding the responsibility and the accountability of the Building Commissioner for the Town of Barnstable: 1. Is the Building Commissioner the public official responsible for safeguarding zoning setback requirements? 2. In the. event of a disputed setback, is it appropriate to request the Building Commissioner's intervention? 3. If the Building Commissioner's intervention is requested, and he is furnished certified plot plan survey documents, is he expected to physically inspect the setback using the certified survey documents? 4. The Town's shed registration procedure requires the registrant to fiunish the Building Commissioner's department with a plot plan. Is the Building Commissioner expected to verify a setback using such a plot plan in the event that he is requested to do so? Does he have the prerogative to choose not to perform the requested verification? 5. What constitutes a basis for enforcement by the Building Commissioner? 6. If the Building Commissioner is requested to act and he fails to do so, or if he makes errors in his setback determinations, is the Town liable for losses suffered by a property owner in order to have the, lawful setback enforced and to remedy the adverse consequences of the failure/errors of the Building Commissioner? Our abutting neighbor since 1996 constructed a shed in July. The six questions above pertain to that neighbor's refusal to comply with the zoning setback law and the Building Commissioner's unwillingness to enforce it. Enclosed are copies of registered correspondence related to this matter. It is forwarded for your information. Request for Information,September 8,1999—page 2 I would appreciate the kindness of a timely reply. If you are not the appropriate official to address the above questions, would you please indicate to whom they should be referred. If there are questions or more information that I can furnish please contact me. Sincerely, ,,,,// Rioter Odoardi Work phone (daytime hours) 508 799-3139 Home phone (evening hours) 978 464-5822 Facsimile number 508 799-3141 Enclosures (6): 1. registered letter dated August 9, 1999 (Annex A) 2. copy of certified plot plan survey (Annex B) 3. registered letter dated August 27, 1999 (Annex C) 4. Building Commissioner response dated August 31, 1999 (Annex D) 5. registered letter dated September 4, 1999 (Annex E) 6. copy of certified plot plan (Annex F) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel y SEPTIC STAG E.� � � . �w�`' L'-]�­permit# INSTALLED IN COMPLIANCE Health Division WITH TITLE 5 Date Issued ENVIRONMENTAL CC � ��A Conservation Division Fee � Tax Collector Treasurer Planning Dept. Date Definitive pproved by Planning Board Historic-OKH Preservation/Hyannis ki Project Street Address n-q L4 I Village q Owner VlJ1 � � 4 ddress 14 -p� Telephone r�.p, c vt � u.► Permit Request L. Q f t k1l X ,1 _ /I (Z-0 IAel P s "a tv-t-td.& w a4 V &L% I Square feet: 1 st floor: existing proposed J& 2nd floor: existing t(t qD proposed Total new I Estimated Project Cost J�— U Zoning District Flood Plain Groundwater Overlay \At Inc V A-0 W i rWWS a,cA— A-eK-e- 54a - Construction.Type L4 6)" Lot Size a-C k_� Grandfathered: ❑Yes A& If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure I 13 U 1$ Historic House: ❑Yes ?No On Old King's Highway: ❑Yes VNo Basement Type: ` l�Full D Crawl 0 Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Qdt �u q Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing_? new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: *Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes d No Fireplaces: Existing New Existing wood/coal stove: )Yes D No Detached garage:D existing ❑new size Pool: 0 existing D new size Barn:O 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 BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ' FOR OFFICIAL USE ONLY i s PERMIT NO. DATE ISSUED � R � MAP/PARCEL NO. ADDRESS - M VILLAGE y OWNER DATE OF INSPECTION: f , FOUNDATION 7 FRAME :, ! INSULATION FIREPLACE• � 4 ELECTRICAL: ROUGH 'FINAL PLUMBING: ROUGH FINAL r C GAS: ROUGH FINAL ' FINAL BUILDING `, r DATE CLOSED OUT ASSOCIATION PLAN NO: ' i ti Iti � I certify that this property is located in Flood Hazard Zone C (out- side the 500 year flood) as identified by the Department of Housing and Urban Development (HUD) . Date Dom, z&1 /y9S- t'�., .. , CERTI FI ED PLOT PLAN ----�� LOCATION .��•�!?,V "Tr9/3� ..�`fA. -... SCALE . ../ ..Sa.�.. DATE Reg. ,and::Surveyor �> PLAN REFERENCE I certify to its title insurance company that there are no visible encroachments I CERTIFY THAT TIIEXisT�NG !CLGi.clG or easements except as shown and that this SHOWN ON THIS PLAN IS LOCATED ON TIIE GROUtJD plan was prepared under my immediate AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF supervision. �'Ar?�1vS7-,4l3LE WHEN CONSTRUCTED. DATE DEc• z� !9ys y� REGISTERED LAND SURVE R N� TheTown ot Barnstame 9�6 19. Department of Health Safety and Environmental Services rEo r Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: &Ly`— Estimated Cost , Address of Work: Owner's Name: I_AAA Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under S1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY 1 hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. A� OR Date Owner's Name q:forms:Affidav fd�lU�T79��� V� jt R ax8 j' IZovi-= �;�TP 2S r 2 P)Tc-H ua =,r Pl,azt yILl 6'q„ I r"R x 2 4 St+6 7 CIOX 1�{ • 12" T E 1,4, - s a IL LAX DV I GY-/ '1 i i i I i I i i f I I ! f i I I I I i I ' ! Ap - 12 , ' - I I I i f q 7--7 Ix IME TO TOWN OF BARNSTABLE Permit MASSACHUSETTS * Date: 1ARNSTASLE, MASS. 9� . i639 1�� 10rE1639 SOLID FUEL STOVE PERMIT Fee: 57a_� Owner: /�/!� �55 i T Phone: A,` 7y 3 Address: Village: axlul rme. Approved by: Date: ? Stove —� A. New Usecl 1 B. Tyj*j.a hant� Circulating C. Manufacturer "/aAA1 Lab No. D. Model No. 'Chimney A. New EXlsting/d yes, date oh last cleaning B. Flue Size <:'k; C. Are other appliances attached to D. Pre-Fab type and Manufacturer E. Masonry/lined Unlined Hearth A. Materials - 'Aick B. Sub Floor construction Installer Address 60?OVA Phone �� Location of Installation r "Polaroid Plloto Necessary "This constitutes wi official stove pennit afier by Building Inspector THE TOWN OF BARNSTABLE Permit No. . 98.05........ i. BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash � . °�DUV HYANNIS,MASS.02601 Bond ....X..I CERTIFICATE OF USE AND OCCUPANCY Issued to Address , 4i r 1)41. „_ 10 A rD4i JI14Y'G:.i ---- USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED' BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. 0+l: f� alY' l., .. . .....4� .......... .,........�:.�.......,......., 19.......:.fir..... � ���� Building Inspector t y � L,�-•� "'q�'{,r,Nat <cY�•n'L s.�, k+Y .$a, '[' n ik § r' ' PINK DEPT.COPY/WHITE ,FIELD COPY t YALLOW :,APPLICANT.COPY ` f ° RUBLDII�G ,TOWN OF BARNSTABLE; MASSACHUSETTS PERMIT 'VALIDAT10N:; A-316--001 DATE August 21: 19 86 -L'gT%T 0 t7 �5 APPLICANT Owner _ PERMIT NO. a _ ADDRESS 002265 t (N0.) ;(STREET) (CONTR'S LICENSE) PERMIT TO Build dWellin�. NUMBER OF (_� STORY Single ..family'dwelling DWELLING UNITS 1: (TYPE.OFAMPR.OVEMENT) '..:NO.� � (P.ROPOSEO,USE) - - lot #15 244 Boulder Road. Barnstable ZONING AT,':(LOCATION) DISTRICT RR 1 (NO ) (STREET) - .. - BETWEEN AND --:(CROSS,STREET). :r>.'.'(CR0.55 STREET)_ - . . LOT SUBDIVISION LOT BLOCK. SIZE BUILDING IS TO BE FT, WIDE-BY FT. LONG BY FT. IN HEIGHT AND SHALL:CONFORM IN CONSTRUCTION TO TYPE USE GROUP' BASEMENT WALLS OR FOUNDATION _ (TYPE) REMARKS: Sewage. #86-787 BOND AREA OR OOO VOLUME 1344 sq. . ft. ESTIMATED COST $ 859 FEE MIT 91.75 (CUBIC/SOUAREFEET) - - r, owriER Larry D. Nickulas ° BUILDING,DEPT xx west Hvannisport. MA Bx ADDRESS BOX 395 y F, . { I t - I 7. ... J r-,-.. A, � r :,, :�✓ m;r.i g? t.�$ s, a r ,N;r �t .':: ,:.�4*3v �.,'�,r.,t,�, ity,.z.3.- ,. h..�t� c1. FOUNDATIONS OR FOOTINGS. _ - '� 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL . MINAL INSPECTION TO LATHE FINAL INSPECTION HAS BEEN MADE: 1 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS a 1 I 1 z t 2 z z 3 t9' HEATING !NSPECTING APPROVALS REFRIGERATION INSPECTION APPROVALS. i' 1 • se pT�n�b cr9�6. 2 g 01 GD 18v NCRK SnA.L_ NCT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS iNDICATED ON TH!S CARD' :NSPECTCR -!AS APPROVED 'HE VAP!CUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE ARRANGED'FOR BV TELEPHONE' STAGES OF CONS'I'4UCTiON. PERMIT i5 ISSUED 0 V OR WRITTEN NOTIFICATION. .AS NOTED B E. �0 2 = Sz.so � 4- nti 6D`t a 01 •r �. baph.l z 22s ► et +d, 3S� r� . •/e,n� y Aw�/4 V I pry 1, ^ e.e T jg vA LO`7r / 5 A' F ° 0 0 �c 2_ ,9150100 �3, SD d !?,T 4. S. 'Fh SRO f Lq pj TO ems• (Sid .Slate a,0 7 �E Rf .. _ yro PLOT,, ' � //''��qp� PLAN., r�rN 4/b'x .... PAUL LEVY 10 tA AUL 9 gey TV �. /1� EP�3REC�E MATES � d ►� � s' g fCE Y � E PE ARCHITE °h r= �, ;p�pQ���p �R9 d�#" �� ltd®y�g��A�'®E�=.A T;-w OURVEYO y a': x !� 712[MAIN q� Q ♦ ,TSH'.'r �'ti,$�' '�V�� .,Y.;r ,rY ;, G..y..-,.,i g'� r,� � � �. ;agti d",v���„ t;i � 1 �-fw�lb��r�,��, a .t, _:} f �Y .'Y �•nn, Psti:, '�'• - lfa 1: 14YANAI NIA�.S ` ' •�r t a � //���� /� g4�,�®-�,.n--• 1ANO sadd�VEY 14 ••+.w.J...y- .. .. .. , ..r — t T:N '..�s'r 'c, 9l'•. i ., Assessor's office (1st floor):. _ SEPTIC SYSTEM MUST E jr Assessor's map,and lot number ...��..��....�%.....�f�. INSTALLED IN C®NdP� � Board of Health (3rd floor): WITH TITLE 5 . < ENVIRONMENTAL �T - Sewage Permit number ...:..............t .............. ......... � _ EASBSTI►DtE ! Engineering Department (3rd.floor): aq, rn � 900 b 9 Housenumber .................................!.................................... o spy a` APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 .P.M.,.only TOWN _OF BARNSTABLE BVILDING JASPECTOR APPLICATION FOR PERMIT TO ..�. .......... . ... ` ......... TYPEOF CONSTRUCTION .....:..........lQ ............................................................... ............................ ................. 10..... ..:.........19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: �o �............ r. .......�Location ........ ........................... Proposed Use ......; 4�..... ...�f.... . .................... .9....... G ` !P ..............Fire District Zoning District ,fi. .......:.......................... .............................................................................. Name of Owner .................Address c.� Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..............................Address ......................................�I......................................,.. Number of Rooms ........................... ..Foundation ......w`! •, J� Exierfor Roofing........-.............. ...... J:................. �............... ..................... .... ..................... ...................... Floors .. ..........................................Interior .....................:.�..?:.::�" .................................. Heating ...................... ..................................................`.........Plumbing ............................ ... ......................................... Fireplace ..............:........... ....................................................Approximate Cost ......................,:(..Q�r G . ....... ....... �- / Definitive Plan Approved by Planning Board ___ �_;�__�1�___19 - - - Area . Diagram of Lot and Building with Dimensions Fee !.. v................ �' SUBJECT TO APPROVAL OF BOARD OF HEALTH ( � i u 7 11� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding fie above construction. Name ... ./....��..�. ... ....... Construction Supervisor's Licens .0o..P,.;............. NICKULAS, LARRY D. P lZ Story - - '` No;...29.$05... Permit for '+ Sin le Family..Dwelling S.. ..... . ....Y......................................... i Location .::..Lot ��15, 244 Boulder Road ` - ....Barnstable.........................:........ = Owner ..........Lr D Nickulas ' ' a..r... Type of Construction Frame....................... . ............ ...... �... .............l .... .............. • . r { Plot.,:;... .. ............... Lot r _ Permit Granted :.......Au.gus.t..:21............19 86 Date of Inspection ' f Date Completed l.a. ......`. .....19' r'1 F 'b 4 ,��, i I 1, , - � I : . . � I I i t 1 ; � t � ! t � I I : I : 1 . ---..--------- ------i....-, . . : -------11-J----- --- -- -. ; i I � I i I : i i � ! ... � -1 I I I i ! : . ; I I � I I --!..-_ ! � : � --...---,.1 - , � .� i. �- ! . � I i -- -- - , -----:------- ---L.,_---1--�-__- -� ._ -.----,!---..-..-- --.;-,.---.-- -�----�------- ---..----- ---- ...... I I.-,--.-.......-I --- .- ----- I -- ......---7--------- -- -----I i-- , - ------- : � ---- ,.--- - - ! .. : .1........L --j...-.--,, I .I � ! --1.�--.-.� j..------. ---.-,.,--..-. ---I I � . i I - , . i � , ---.-.---i T ;- . i ---- - ---,---------- ----i.---- �--.---- -- -- ...-..�- ...... � , � __i. � ; I I I i I . I I I . t I � i -- --,;, - -,.-! 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