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0393 OLD JAIL LANE
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T u I ( , 5� R 44 gig 1",j iv- 014 ,1 g4g.f n JK 4 f RM I I it -7 R f vi.Ym 11; V 11T ggl R 5M�,,A W4 MOP -E, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a� Parcel 0 3 3 ern Ma p Application #9 Health Division 2013 r'P 29 ate Issued Conservation Division Application Fee Planning Dept. - - ; `hermit Fee DIVIS `oKs7w-r 3 Date Definitive Plan Approved by Planning Board P(2 TP Historic - OKH Preservation/ Hyannis 3 Project Street Address l lJ 1(n Lan 'J � Village (xrn U�le- Owner a J J►- -) 5 6-vz o3o m ydrxe� Address 3"1_ J 01 d JcA► l "n e, Telephone (515) oa 0 9 C I D Permit Request 1�1r.r 5e;�,1 kUM Q_ 60(\J Iy\SV A(A q, ►" uses rr G&4 VI/G ' ) Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 0 Construction TypeTi15��CA"�►�"� Lot Size a U L r Q 5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family.( Two Family ❑ Multi-Family(# units) Age of Existing Structure 1 a 9 9 Historic House: ❑Yes 2 No On Old King's Highway: ❑Yes �FrNo Basement Type: 12rFull ❑ 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 A Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �'1 C.i S �,N,V1 tn� _ Telephone Number y - a.3 — y Address 5O 1 LAArwi v�N 9N J License# 10 5 94 1 3�U�ST M n O �3 Home Improvement Contractor# ( 6 D S 54 Worker's Compensation # vw(L-4100 -GOIS315-)ai3A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE U a 9 a� 3 C 1: §� FOR OFFICIAL USE ONLY F APPLICATION# r DATE ISSUED .MAP./PARCEL=NO._ n t ADDRESS VILLAGE OWNER 1 4 r DATE OF INSPECTION: _FOUNDATION==' FRAME INSULATIONI` r ` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL e. GAS:,-_ 3 ROUGH �, _.��� FINAL FINAL BUILDING-¢-a L ; DATE CLOSED OUT - t '4 4 NO.ASSOCIATION PLAN y5 f i r OWNER AUTHORIZATION FORM .(Owner's Name) owner of the property located at f . (Property Address) da t-n 5-6-q,b (Property Address) r hereby authorize 4- (Subcontractor an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building 1 permit and to perform work on my property. c afur6=- Owner,- n`Sign Date---- i r t� Date: Thomas Perry, CBO Building Division 200 Main Street Hyannis, MA 02601 RE: Insulation Permits Dear Mr. Perry, This affidavit is to certify that all work completed at: 3q 3 1)(d. S�.Q ( Lane- . 3 �Ce- has been inspected by a certified Building Performance institute (BPI) Inspector. All work performed meets or exceeds federal and state requirements. Permit application number: `L0/3 6 Z 7(1 Issue date: - 1 - 13 Sincer c Fran &nha President Frontier Energy Solutions, Inc. Office: 774-237-0410 Email: fssfrontierenrgy@gmail.com Z TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Hppl Health Division Date Issued I Conservation Division Application Fee x; Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Pp `f(7e-13 Historic - OKH _ Preservation/Hyannis Project Street Address3q3.01 ya I I L a r d rCl! I d il tv, dt. MA 02 OD Village ttc�� ✓� Owner 14fb 0 U yy�11 I r Address M J Old Jo H Z a Telephone S CJ 5 2(pl (q �P( -1 Permit Request Ins 1 5 :v V S01 a of I O n�- to tX roO wnt I I hflo ht, Square feet: 1 st floor: existing N�R proposed 2nd floor: existing proposed Total new Zoning Djstrict Flood Plain Groundwater Overlay Project Val&ati construction Type 0 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family l Two Family ❑ Multi-Family (# units) Age of Existing Structure N A Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type. L Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.)N)A Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: NIA existing _new w Total Room Count (not including baths): existing new First Floor s m Cou6 Heat Type and NPI ❑ Gas ❑ Oil ❑ Electric ❑ Other 1 . Central Air: ❑Yesl A ❑ No Fireplaces: Existing New Existing wood;coal stow: ❑�s ❑ No Detached garage: ❑Whng ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑pxisting �f neF_ size_ Attached garage: ❑ ebjstih ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Z51 feS d end I1osed Use APPLICANT INFORMATION solv (BUILDEWR pORR HOMEOWNER) NameTrIn a l I I1 !I I 2a M03P7q Telephone NumberU Address 2 o N-1rsoy) 6=K I� License # YV , Y `IRrChRM M f 1 W5-1-l.(' Home Improvement Contractor# I �0 35 t) Worker's Compensation # E W V K( 000W5 V Z ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO On RA SO rbop 20 Pafltr, n GrDokRid N, MQ . m MA 02 (_p SIGNATURE DATE :4 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED k f MAP PARCEL NO. ADDRESS VILLAGE ' OWNER 4 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: `. ROUGH FINAL FINAL BUILDING s i } DATE CLOSED OUT ASSOCIATION PLAN NO. ��HE rati Town of Barnstable • r Regulatory Services i RARNSTARLE, + y MAS& Thomas F.Geiler,Director 1619.� Building Division Tom Perry,Building Commissioner. 200 Main Street,Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder JAAkkonrolu., C , as Owner of the subject property hereby authorize Tr I n so � O-L r to act on 'my behalf, in all matters relative to work authorized by this bi ilding-permit application for. 3� Ulf JN I I (Address of Job) ign e of.Owner1 ate Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. i Q:FO RMS:O WNERPERMIS S ION Town of Barnstable F'THE 1p� "o Regulatory Services * Thomas .Geiler,Director * BAMSTABLE, 9 MASS. Bu'14i g Division i639° Tom Perry,Bui ing Commissioner 200 Main Street,. yannis,MA 02601 www.town.ba nstable.ma,us Office: 508-862-4038 _. Fax: 508-790-6230 HOMEOWNER LICEN E EXEMPTION Please PH DATE: JOB LOCATION: village number street "HOMEOWNER": —� hone# name home phone# workp CURRENT MAILING ADDRESS: city/town ate zip code The current exemption for"homeowners"was extended to include owner- u ied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not posses license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNE Persons)who owns a parcel of land on which he/she resides or intends resi , on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures acces ory to su h use and/or farm structures. A person who constructs more than one home in a two-year period shall of be cons'dered a homeowner. Such "homeowner"shall submit to the Building Official on a form accept, le to theBui ding Official,that he/she shall be responsible for all such work performed under the buildin ermit. (Section 109.1°E) The undersigned"homeowner"assumes responsibility for com fiance with the State)wilding Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she unders ds the Town of Barnstable uilding Department minimum inspection procedures and requirements and th he/she will comply with said rocedures and requirements. E Signature of Homeowner t Approval of Building Official Note: Three-family dwellings co twining 35,000 cubic feet or larger will be required t0'�comply with the State Building Code Section 127°0 Co ction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any horn wner performing work for which a building permit is required shall be exe pt from the provisions of this section(Section 109.1.1 -Licensi of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act supervisor." Ei Many homeowners who.I e this exemption are unaware that they are assuming the responsibilities of a supervisop(s.ee Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2,15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify,that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC #8 AWG Bare Copper Modules to be mounted flat on roof p, Bond to rails and Modules 20 -25OW Hanwha Modules 2 strings of 10 modules -448.8V Max 11.11 ADC Max per string a a a a R: 4 1 Array 5 R JODULIRS Metal. ]unction Box t ::4 M UN E TOR F,, ; Lunder ion Box Hanwha 25OW modules d t0 roof Existing 200A lar module 120/240V Main Breaker Imp 833ALoadcenter vmp 30V .! 'a r -' ti. = s .4 4 r #12 USE 2 RHH or690.34 Install 2 40A Solar RHW2 it RCU)Sunlight, P voc 37.av Gas,Oil Res, 600V Breaker RW90 XLPE NEC 690.64(B) Isc 8.89A ULE105667-H o -----------; — 1"EMT # 6THWN-2 GEC 4- #10 THWN-2 Inverter o be located. To existing grounding electrode 1=#8 THWN 2 in basement --------------------------------------------------- 5.X 5 Metal Box SOLAR PRODUCTION . - ----------- -- --- ----- --- - ------------------------- - ----- -- -- ------ ---- ------- ------ METER 1" EMT 0 2- #10 THWN-2 1- #8 THWN-2 1 EMT 2-#10 THWN-2 SMA Technologies 1 #8 THWN-2. 1 EMT 100A 4-Space sB3000-us 4-#10 THWN-2 Main Lug Subpanel ;otm doles 2-2p20A Breaker IMP-8.33 sMA Technologies 1- #8 THWN-2 sB3000-us VMP-300V VOC-448.8V 1 et""°°t 10 modules 5"X 5- metal ISC-11.11A Gt f°Bl Ground Fault Protection Box . ON m 1"EMT ocA t^teme' 40A I 4-#10 THWN-2 °'sto Ground Fault Protection 250V 3R I�, .. UTILITY 'sFtn- 1" EMT mscorvlvecr a to 2- #10 THWN-2 ° 2-#8 THWN-2 A I FF I 1" EMT 1"EMT 2-#10 THWN-2 4-#10 THWN-2 2-#8 THWN-2 I 2211 Allenwood Rd. CUSTOMER: Electrical One Line Diagram Judith Schoonmaker 5 KW Solar System 6�n-itv wan, NJ o7719 Revision No: 01 ---SOLAR' TEL. 732-780-3779 393 Old]ail Ln. 20- 250W Hanwha modules. FAX. 732-780-6671 Barnstable, MA 02630 TW Date: 1/22/13 Account#: 2012-23952 Drawn By: WSG N Date: 01/07/2013 _A' Drawn By: AIS YY Revised By: Checked By: S Graphic Scale: NOT TO SCALE Customer Information: JUDITH SCHOONMATER METER LOCATION ELEC.PANEL LOCATION (INSIDE/BASEMENT) 393 OLD JAIL LANE FRONT BARNSTABLE,MASSACHUSETTS _ Drawing Title: 1 - SMA 6000 INVERTER PROPOSED P INVERTER LOCATION 5.0 KW SOLAR (INSIDE/BASEMENT) SYSTEM Total System Information: NSTAR ACCT#: SYSTEM SIZE:5.0 kW MODULES:HANWHA 250 #OF MODULES:20 A- RELOCATE PLUMBING VENT As-Built Notes: REVISION: ° BACK FIRE UPDATE: PLUMBING UPDATE: BUILDING UPDATE: BUILDING ORIENTATION = 1860 � r7et1 / ROOF PITCH (PANEL AREA) = 180 rnTrcii n i tVTM '- �SOLAR 2211 Allenwood Road 877-797-2978 Wall,New Jersey07719 www.Trinity-Solar.com t thr',tt i���:Ev ti�!!'ht,it:�/'"•1y�eie�p y„tom €!►J.,�=rly.,.�tlj wF •�<. r rt`a�i,r '`r':zS� .,*.+�„J a, 'sy.�•.-..jw" w`r a :. 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Y F R� - Serrated L foot allows for Versatile-aluminum base for Flashing designed to redirect rail mounting on either multiple conf iguratio.ns. wager flow. Vw tional f..X p 'StanOfif :Ktsp available! F 9 3 � �4 L F -� Kit# K10068-001 z ` All kits,come complete with the following parts '� 1-Lag BOR SS 5/16 x.4 a 1=Al Shoe " Fere#also s o02 a t NO A20065 001 1 Ez L.Fot y . Pan#A2oos4-oos AL x 1-Nex cap 1-FlashingU- Ip 1-BOO V8 16 x.3%4." Part#A20062-001 Peru A20066-00i =Flange Nut 3/8' V i I Van o ver,WA 98661 Phone:360-335-3037 wwwsunmodo.corn Ak EXISTING SHEATHING AND ASPHALT SHINGLES d '' `�"•i �" yr.,` SUNMODO EZ MOUNT "L" FOOT FOR SHINGLE ROOFS (TYP) (SEE DETAIL BELOW) EXISTING ROOF RAFTER � � ';+ ^�'�;� �'"a.��` i,•�s�y�� w;°�,� �,'�k a i i.'v,�,�'?4 .sou. air M,r �rn. y+ x SUNMODO EZ MOUNT "L" FOOT q r FOR SHINGLE ROOFS 5L16"X4" LAG BOLT INSTALLED INTO EXISTING ROOF RAFTER EXISTING ASPHALT SHINGLED x s ROOF ROOF PITCH ----------- - -- i �a • 2211 ALLENWOOD RD. .WALL, ROOF PENETRATIONS AND `SOLAR NEW JERSEY FOOT SPACING AS PER ROOF ATTACHMENT DETAIL TEL: 732-780-3779 FAX: 732-780-6671 UNIRAC SPECS. Grounding Connectors 90°C RATING (486B LISTED) TYPE; CI Lay-In Connector CMC° U-S ground connectors are manufactured from high strength 6061-T6 aluminum alloy to insure both maximum strength and conductivity. They are dual rated for both copper and aluminum conductors and are electro tin plated to provide low contact resistance and protection against corrosion. They are designed for use on conduit grounding bushings. The open-faced design allows the installer to quickly lay-in the grounding conductor as a jumper to multiple conduits with no break in the ground conductor. yCatalog Flo.No. .-COW.Rang®. �\Weir .. Awe stud ske. Qlnnernaiofls,Inches LI-50S 4 - 14 0.22 0.78 0.38 1.07-_ LI-112S 1 r 1/0- 14--�-- 0.27 1.17 0.6 .— 1.5 LI-200S 2. 3/0-6. 0.33 1,56 0.8 LI-252S 2 250 -6 , 0.33 1.79 0.8 2.2 Fig.1 00JE-J Fig.2 Solar Five Key Features Guaranteed quality: 12 year product warranty, 25 year linear performance warranty* Predictable output:Positive power sorting of 0to+SW 3 Innovation solutions:UL certified up to 1000v for optimized system designs 4 Robust design:Module certified to withstand high snow loads,up to 5400 Pa*_ S Tariff free: High performance Taiwan cells "Please,refer to Hanwha Solar Product warranty for details. Please refer to Hanwha Solar module Installation Guide. Quality and Environmental Certificates About Hanwha Solar • ISO 9001 quality standards and ISO 14001 environmental standards Hanwha Solar is a vertically integrated manufacturer of photovoltaic • OHSAS 18001 occupational health and safety standards modules designed to meet the needs of the global energy consumer. • UL 1703 600V and 1000V certification • High reliability,guaranteed quality,and excellent cost-efficiency due • CEC listed to vertically integrated production and control of the supply chain • Optimization of product performance and manufacturing processes US CEC through a strong commitment to research and development C � • Global presence throughout Europe,North America, p , e Ica,and Asia, LISTED Listed offering regional technical and sales support QHanuuha Solar f "HSL 60 Poly Electrical Ch racteri , tiCS Electrical Characteristics at Standard Test Conditions(STC) Nomenclature "" " eg.H5L60P6-PA-0-245TW 355 V)f W240 W ,745 W 2501M . Maximum Power 1�maj 235 W 240 W 245 W 25 y 25S W HSL60P61 PA-T-xxx Open Circul Voitage(Vj 36.8 V 37.1 V � 37:2V 37.4 V 37.5 V Code Certification Code Frame/Backsheet Short in;4it Current(I, 8.65 A 8.75 A 8.8 A 8.89 A 8.95 A 0 600V(UL) T Silver%White Voltage at Maximum Power(Vmpp) 29.1V 4 100oV(UL) TW Black/White 29.5 V 29.7 V 30 V 30.1 V Current at Maximum Powrer(In pj 8.05 A TB Black/Black 8.13 A 8.25 A 8.33 A 8.47 A xxx represents the power class Module Efficiency(96). . 14.2% KS% 14.8% 15.1% 15.4% Performance at LOW Irradiance: P ,VI Vmpw and I,,,Pp tested at STC defined as irradiance of 1000 W/m2 at AM 1.5 solar spectrum and temperature 25±2 T. Electrical Characteristics:measurement tolerance of±3%, The typical relative Change In module Electrical Characteristics at Normal Operating Cell Temperature(NOCT) efficiency at an irradiance zoo W/m2 in relation to 1000 W/mz(both at 25°C V..'35 240 W 2 245 W 451 and AM 1.5 spectrum)is less than 5%. � .• .a W •�•-.�.�..,._...._.. ........ 2Q W 355IiV Mazimum Pow er(Pm„J "'""""„`'::,�...•.-•.----�---^°-�- .�....._.._._,�;.p.....r. 176 W 180 W 184 W 188 W 192 W Various Irradiance Levels Open Grcuif Voltage(V,� 34.3 V 34.6 V 34.7V . 34.9V 35.0V Short Circuit Current(I=t) 7.00 A a 10oMW 7.08A 7.12A 7.19A 7.24A Voltage-at MaximumPovuer(Vmwj' 27.1V WW .- _- 27.5 V 27.7 V 28.0 V 28.1 V a s _ �� Current at Maximum Power(In;p,3) 6.51 A 6.58 A 6.67 A 6.74 A 6.85 Awrm Module Efficiency(%) a 3 �:. �,,� 142% 145% 14.8% 15.1% 15.4% zoo wrm Pm,,,m,Iu,Vmpp,and I,tested at NOCT defined as irradiance of 800 W/m2;wind speed l m/s.. �'Electrical Characteristics:.measurement tolerance of±3%. a 0 s la 15 20 ]s 30 35 °p Temperature Characteristics CELL TWPas c -__ _ Maximum Ratings Basic Design NomialOperatingCell 45°C+/-3°C MaximuniS stemV t Temperature(NOCt) Y . - oltage 600 V or 1000 V(UL) 938 Series Fuse Rating 15 A Temperature Coefficients of P 0.48%/°C Maximum Reverse Current Series fuse eaL,catle TeinperatureCoefficientsofV 0.35%/°C rating multiplied []Label dunobon bon 40 Temperature Coefficients of l +0.05%/°C by 1.35 Mounlin slats Cable Cable Mechanical Characteristics Dimensions 1652 mm r,1000 Mm x 45 min 631 -3 '0�^ Grounding holes J• Weight 21 kg 1'34x �• �' -< W 4-04.5 Frame. Aluminum alloy,available in silver of black finish Femak3 WeFront Tempered glass - connector Encapsulant EVA a, Back Cover White or black back sheet W Cell Tecfinology Polycrystalline(Taiwan) _ Drain a holes Dmina a holes Cell Siie 156 mm x 156 mm(6 in x6 in) a-3xs '"xe Number of Cells(Aeces) 60(6 x 10) eAcxwlaw Junction Bois' Protection class IP67 with bypass-diode Output Cables Solar cable:4 mmz;length 900 mm 8.5 Connector I i-�2-5 3 a AmphenolH4 r tT/ r to System Design Pdckag"ing and ` � � Mounting slots Drainage holes Operating Temperature ,- -40°C to 85°C Story 6Tem erature; 1 J g12, 9 P. -40°Cto85°C -� Hail Safety Impact Velocity - 25 mm at 23 m/s Packa in Confi uration 9 9 9 22 pieces per pallet Fire SafetyClasslficatton Class C {(EC 61730) Loading Capaaty 572 piecesR�� I Static Load Wind/Sriow (40ft HQ Container) a L i - - „ 2400 Pa/5400 Pa yT 1 40 -1 .. Grounding holes Frame section Hanu ha Solar EHanwha SolarOnc Co.;Ltd Speancavons ate,ubjectto change without notice,Release 2oU-n.nl I P�Qk SB 3800-US NOW AVAILABLE ` C ® � US UL Certified Efficient Safe Simple • For countries that require UL •96.8%peak.efficiency •Galvanic isolation • Patented automotic grid certification(UL 1741/IEEE 1547) •OptiCool"active temperature voltage detection' management system • Integrated DC disconnect switch SUNNY BOY 3000-US / 3800-US / 4000-US UL certified, reliable system managers The Sunny Boy 3000-US,3800-US and 4000-US inverters are specially designed for countries that require UL certification. Automatic grid voltage detection* and an integrated DC disconnect switch simplifies installation,ensuring safety as well as saving time.These models feature galvanic isolation and can be used with all types of modules—crystalline as well as thin-film. The die-cast aluminum enclosure,with the OptiCool active temperature management system, guarantees the highest yields possible and a long service life,even under extreme conditions.The Sunny Boy 3800-US is designed for projects with a cur- rent limit of 16A. "US Patent US735254913 1 Technical data Sunny Boy 3000-US Sunny Boy 3860-US Sunny Boy 400VIU5 - , 208 V AC 240 V AC 240 V'AC 208 V AC 240 V AC Input(DC) Maz:recommended PV power(@ module 5TC) 3750 W 4750 W 4375 W 5000 W Max.DC power(@ cos rp=1) 3200 W 4200 W 4200 W Max.DC voltage 500 V 600 V 600 V DC nominal voltage 250 V 310 V 310 V MPP voltage range 175-400 V 200-400 V 250-460 V 220-480 V 250-480 V Min.DC voltage/start voltage 175/228 V 200/228 V 250/285 V 220/285 V 250/285 V Max.input current/per string(at DC disconnect) 17 A/17 A 18 A/18 A 18 A/18 A 36 A @ combined terminal 36 A @ combined terminal 36 A @ combined terminal Number of MPP trackers/fused strings per MPP tracker 1/4(DC disconnect) Output(AC) - AC nominal power 3000 W 3800 W 3500 W 4000 W t n Max.AC apparent power 3000 VA 3800 VA 3500 VA 4000 VA Nominal AC voltage/adjustable 208 V/• 240 V/• 240 V/- 208 V/• 240 V/• AC voltage range 183-229 V 211 -264 V 211 -264 V 183-229 V 211 _264 V AC grid frequency;range 60 Hz,59.3-60.5 Hz 60 Hz-59.3-60.5 Hz 60 Hz;59.3-60.5 Hz Max.output current 15 A 13 A 16 A 17 A Power factor(cos cpJ Phase conductors/connection phases 1/2 1/2 1/2 - Harmonics <4% <4% <4 Efficiency ° i Max.efficiency '96.0% 96.5% 96.8% 96.5% 96.8% r CEC efficiency 95.0% 95.5%. 96.0% 95.5% 96.0% Protection devices = DC reverse-polarity protection • • • AC short circuit protection • • • 3 Galvanically isolated/all-pole sensitive monitoring unit •/- •/- •% Protection class/overvoltage category General data = Dimensions(W/H/D)in mm(in) 450/350/235 (18/14/9) -_ DC Disconnect dimensions(W/'H/D)in mm(in) 187/297/190 (7/12/7.5) Packing dimensions(W/H/D)in mm(in) 390/580/470 (15/23/18.5) 21 DC Disconnect packing dimensions(W/H/D)in mm(in) - 370/240/280 (15/9/1 1) - Weight/DC Disconnect weight 38 kg (84 lb)/3.5 kg (8 lb) Packing weight/DC Disconnect packing weight t 44 kg (97 lb)/4 kg 19 lb) Operating temperature range(full power) -25°C...+45°C (-13'F...+113 °F) - Noise emission(typical) 40 dB(A) www.SMA-Solar.com 37 dB(A) _ Internal consumption at night 0.1 W 0.1 W 0.1 W Topology LF transformer LF transformer LF transformer _ Cooling concept Opticool Oj ticool Opticool Electronics protection rating/connection area NEMA 3R/NEMA 3R NEMA 3R/NEMA 3R NEMA 3R/NEMA 3R i Features " Display:text line/graphic .r •/- •/_ •/- Interfaces:RS485/Bluetooth 0/0 0/0 0/0 Warranty:10/15/20 years r •/0/0 6/0/0 •/O/O _ Certificates and permits(more available on request) U11741,UL1998;IEEE 1547,FCC Part 15(Class A&8),CSA C22.2 No.107.1-2001 a NOTE:US inverters ship with gray lids.Data at nominal conditions - •Standard features 0 Optional features Not available g Type designation SB 3000US SB 3800-US-10 SB 4000US - ............-..-- ------- ............ Efficiency curve SUNNY BOY 4000US Accessories 98 _ #RS,'185 `• y . .... . I S inerfa ce a ,�.�.. Bluetooth�Pi ggy Back 2 BTPBINVNR96 . PB-NR 94 0 92' o C e 90 _ CombiSwdcl" Combiner Box DC disconnect and PV Simplify wiring for added �+ Vw=250 V DC - array combiner box convenience and safely - V„.-310 V DC COMBO-SWITCIi SBC8 6-3R or SBCBb 4 86 - „.=a80V D6 - I000 2000 3000 4000 ry Pno[W] - -.-- --- - . Toll Free+1 888 4 SMA USA www.SMA-Amer.ica.com SMA America, LLC G;:rF R Technical Information Arc-Fault Circuit Interrupter Electric Arc Detection in PV Inverters Sunny Boy t. a 4 t' t' Content The National Electric Code®2011 sets new requirements for PV plants that are installed on buildings.These requirements apply to newly installed PV plants that reach a DC voltage of more than 80 V. Such PV plants must be equipped with an automatic electric arc detector and circuit interrupter. The automatic electric arc detector provides supplementary protection against fires which may arise as a result of electric arcing. SMA America LLC integrates this function into all Sunny Boy US inverters by means of an Arc Fault Circuit Interrupter(AFCQ.This way,the cost and effort involved in equipping PV plants with an external AFCI is dispensed with. What an electric arc is, how it occurs and what requirements apply to an AFCI is described in this technical information. SMA America,LLC Why Do Electric Arcs Occur? l Why Do Electric Arcs Occur? If a conductor is interrupted while direct current is flowing,a spark is created that ionizes the surrounding air. This creates plasma.If the direct current is sufficiently high,enough plasma is created to keep the direct current flowing.The direct current is now conducted via the plasma and is visible as an electric arc. How are Electric Arcs.Formed? 1. Intact conductor: The flow of direct current is uninhibited., 2. Damaged conductor. The current density is increased. The temperature of the conductor.rises. The conductor melts. Q +� 3. Interrupted conductor: - The conductor is destroyed by heat. - Plasma is created due to ionization. The current flows in the form of an electric arc. / In rare cases,especially when there is strong DC current and the electric arc only has to bridge a short air distance,the interrupted conductor may be welded back together by the electric arc,thus allowing the direct current to flow again. However, if the electric arc has to bridge a greater air distance, it can usually not be reignited once extinguished. Such electric arcs result in permanent interruption of the conductor. What are the Causes of Electric Arcs? • Mechanical damage of the conductor, e.g., as a result of rodent bite. • Increase in resistance of the contacts,e.g., by aging and corrosion of soldered and welded joints,or as a result of screw connections which have worked loose. 1 SMA America,LLC Standard Requirements 2 Standard Requirements Serial Electric Arcs as Defined in the National Electric Code® "Arcing faults resulting from a failure in the intended continuity of a conductor,connection, module, or other system component in the direct current PV source and output circuits." National Electrical Code®2011,Article 690.11 Current Requirements Issue 2011 of the National Electric Code®requires that all PV plants with a DC voltage of more than 80 V and installed on a building are fitted with a listed means of detecting and interrupting serial electric arcs on the PV side (PV AFCI) (Article 690.1 1:"Arc-Fault Circuit Protection(Direct Current)"). This requirement comes into force in the local context once the relevant requirement of the National Electric Code®has been adopted into the locally applicable regulations and as soon as the appropriate technology is available and has been tested and registered by independent laboratories. The standard valid for the certification and registration of the PV AFCI is Subject 1699B Outline of Investigation,a supplement to UL 1699.This standard stipulates that an AFCI must detect an electric arc of 300 W power or more, and interrupt it within a time period of max. 2 s. The AFCI must detect the electric arc and interrupt it.A tripped AFCI may only be reset manually.This means that automatic recommissioning is not permitted. 3 Effects on Products and Operators Providing that an appropriate, UL 1699 certified technology is available, newly installed PV plants must be equipped with an AFCI.For this purpose,the requirements of Article 690.11 of the National Electrical Code@ 2011 must be adopted in the locally applicable electrical regulations. Integrated SMA Solution Third party solutions for AFCI exist, however SMA America LLC offers most of its inverters with a pre-installed, UL listed AFCI functionality.Additionally,the system owner will be alerted of the fault via the inverter's_ communication link to expedite mitigation of this hazard. o Fcustomer Owned Parallel Generation Set-vice is energized frorr, Safety Distwo sources. Solar systems and utility gri Switch AC Werafinb voltage: WARNING-ELECTIUCAL SHOCK HAZARD. DO NOT TOUCH TERMMTAES. TERAUNA ,S ON BOTH THE LINED LOAD SIDES MAY Maximum solar AC currcn, BE ENERGIZE ENERGLZED IN`�OpF I"0SITI0N ELECTRICAL SHO HARD Trinity Bahr D®Not TbUc a Tennineis Z 22 AEI I t+DOt� ROaC STerminals an Both the Line and Load Sides May Se mere Walla NJ 07719 an the OTen Position. 732-780 779 service@trinitysolarsystems.com PHOTOVOLTAIC SYSTEMS WARNING ELECTRIC SHOCK HARD Strings THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY GE ENERGIZED Operatln? Qurrant f;�peratin Voltaga WARNING ELECTRIC SMOCK HAZARD Max. System voltage IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY RE UNGROUNDED AND ENERGIZED Short Circuit Current So TM LARMOVNT Code-Compliant Installation Manual 227.3 U.S.Des.Patent No.D496,248S,D496,249S. Other patents pending. - � r3 z J _ Table of Contents • i.Installer's Responsibilities.................................................................2 Part I.Procedure to Determine the Design Wind Load...........................................3 Part II.Procedure to Select Rail Span and Rail Type.............................................10 Part III.Installing SolarMount [3.1.]SolarMount rail components................................................14 [3.2.]Installing SolarMount with top mounting clamps...............................15 [3.3.]Installing SolarMount with bottom mounting clips .............................21 [3.4.]Installing SolarMount with grounding clips and lugs............................25 mono U N I RAC •on• A HILTI GROUP COMPANY � o Unirac welcomes input concerning the accuracy and user-friendliness of this publication.please write to publications@unirac.com. r I 8WOUNIRAC Unirac Code-Compliant Installation Manual SolarMount i. Installer's Responsibilities Please review this manual thoroughly before installing your. SolarMount is much more than a product. SolarMount system. It's a system of engineered components that can be assembled This manual provides(1)supporting documentation for into a wide variety of PV mounting structures.With building permit applications relating to Unirac's SolarMount SolarMount you'll be able to solve virtually any PV module Universal PV Module Mounting system,and(2)planning and mounting challenge. assembly instructions for SolarMount It's also a system of technical support:complete installation SolarMount products,when installed in accordance with and code compliance documentation,an on-line SolarMount this bulletin,will be structurally adequate and will meet Estimator,person-to-person customer service,and design the structural requirements of the IBC 2009,ASCE 7-05 assistance to help you solve the toughest challenges. and California Building Code 2010(collectively referred to This is why SolarMount is PV s most widely used mounting as"the Code").Unirac also provides a limited warranty on system. SolarMount products(page 26). The installer is solely responsible for: • Complying with all applicable local or national building codes, ,including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer-supplied parts as specified by Unirac(substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); . �' • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; " • Ensuring safe installation of all electrical aspects of the PV array; • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading,wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. Page 2 I SolarMount Unirac Code-Compliant Installation Manual 'U ICI I RAC Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method -ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2009. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the s Simplified Method,for calculating the Design Wind Load for pnet(p f)=AKzd pnet3o pressures on components and cladding in this document. pnet(psf)=Design Wind Load The method described in this document is valid for flush,no tilt,SolarMount Series applications on either roofs or walls. A=adjustment factor for building height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no Kzt= Topographic Factor at mean roof height,h(ft) more than 10"space between the roof surface,and the bottom of the PV panels. 1=Importance Factor This method is not approved for open structure calculations. pnet3o(psf)=net design wind pressure for Exposure A at height= Applications of these procedures is subject to the following 30 feet,I=1.0 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See note for determining h in the next section. For installations You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 secondgust of wind in 2.The building must be enclosed,not an open or partially the last 50 years. enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof height 3.The building is regular shaped with no unusual geometrical for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Roof Pitch(degrees) 4.The building is not in an extreme geographic location such as a narrow canyon or steep cliff. This manual will help you determine: S.The building has a flat or gable roof with a pitch less than 45 Effective Wind Area(f s)=minimum total continuous area of degrees or a hip roof with a pitch less than 27 degrees. modules being installed(Step 2) 6.If your installation does not conform to these requirements please contact your local Unirac distributor or a local Roof Zone=the area of the roof you are installing the pv system professional engineer. according to Step 3. If your installation is outside the United States or does not Roof Zone Dimension=a(ft)(Step 3) meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 Exposure Category(Step 6) [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables.Table 5 has been provided as a worksheet for be installing. This is the smallest area tributary(contributing the following 9 steps(page 8) load)to a support or to a simple-span of rail.That area is the Effective Wind Area,the total area of the fewest number of Step 1:Determine Basic Wind Speed,V(mph) modules on a run of rails.If the smallest area of continuous modules exceeds 100 sq ft,use 100 sq ft(See Table 2). If less, Determine the Basic Wind Speed, V(mph)by consulting your round down to values available in Table 2. local building department or locating your installation on the maps in Figure 1,page 4. Nge 3 1 ::'U N I RAC unirac Code-Compliant Installation Manual SolarMount s 90(40) 100(45) 85 mph (38 m/s) r 110(49) 120(54) -90m (40 m/s 90 mp (40 m/s) - 130{58) a 140(63) Miles per hour (meters per second) Figure 1.Basic Wind Speeds.Adapted and 130(58) applicable to ASCE 7-05.Values are nominal 140 140(63) 140(63) design 3-second gust wind speeds at 33 feet ( ) above ground for Exposure Category C. 9000 fl,7Sped01 Wrid Re91on 100(45) 130(58) 110(49)120(54) Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1,determine the Roof Zone Dimension Length,a (ft),according to the width and height of the building on which you are installing the pv system. t Table I.Determine Roof/Wall Zone dimension (a) according to building wid th and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension(ft) Height(ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 10 3 3 3 3 3 4 4 4. 4 4 4. 4 5 6 7 8 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 3 3 3 3 4 5' 6 7 8 8 8 8 8 8 8 12 16 20 25 3 3 3 3 3 4 5 6 7 8 9,' 10 10 10 10 10 12 16 20 30 3 3 3 3 3 4 5 6 7 8. 9 10 12 12 12 12 12 16 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40 3 3 3 3 3 4 5 6 7 8 4 10 12.5 15 16 16 16 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 .50 3 3 3 . 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 20 20 20 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3,p.41. Ng 4 SolarMount Unirac Code-Com Compliant Installation Manual ;:' N p U RAC Step 3:Determine Roof Zone(continued) Using Roof Zone Dimension Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings,wall and roofs Flat Roof Hip Roof(7° < 6 5 27°) f Fi .a a J 4 ter` Gable Roof( 6 <_ 7°) ! Gable Roof(7° < 6 <_ 45°) h f ❑ Interior Zones End Zones Corner Zones Roofs-Zone I/Walls-Zone 4 T ', Roofs-Zone 2/Walls-Zone 5 Roofs-Zone 3 Source:ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41. Step 4:Determine Net Design Wind Pressure,pnet3o(ps,) Both downforce and uplift pressures must be considered Using the Effective Wind Area(Step 2),Roof Zone Location in overall design. Refer to Section II,Step 1 for applying (Step 3),and Basic Wind Speed(Step 1),look up the downforce and uplift pressures.Positive values are acting appropriate Net Design Wind Pressure in Table 2,page 6. Use toward the surface.Negative values are acting away from the the Effective Wind Area value in the table which is smaller than surface. the value calculated in Step 2.If the installation is located on a roof overhang,use Table 3,page 7. ra8 5 ::•U N I RAC unirac Code-Compliant Installation Manual SolarMount Table 2.p„et30(pso Roof and Wall Basic Wind Speed V(mph) E(fettive 90 100 110 120 130 140 ISO 170 _ - Wind Area _ Zone (so Downforce Uplift- Downforce Uplift Downforce tUplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift I 10 5.9 -14.6 7.3 18.0 8.9 =21.8 10.5 -25.9 12.4 w3o.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 ta I 20 5.6 -14.2 6.9 -17.5 8.3. -21.2 9.9 -25.2 11.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 1 50 5.1 -13.7 6.3 -16.9 .7.6 -20.5 9.0 -24.4 (0.6 -28.6 12.3 -33.2 '14:1 =38.1 18.1 -48.9 I 100 4.7 =13:3 5.8 16.5 7.0 619.9 8.3 -23.7 9.8 27.8 11.4 -32.3 '13.0 -37.0 16.7 -47.6 a� '0 2 10 5.9 -24.4 7.3 -30.2_ 8.9 -36.5 10.5 -43.5 12.4 '-5 1.0 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 0 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6'. -45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 c 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 38.4 12.3 -44.5 14.1 51.1 18.1 -65.7 c 2 100 4.7 -15.8 ` 5.8 -19.5 7.0 -216 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 0 Ir 3 10 5.9 "-36.8 7.3 -45.4 8.9 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.6 -30.5. 6.9 -37.6 8.3 -45.5. 9.9 -54.2 .11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 22.1 6.3 -27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 4.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5• -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 I 20 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 d 1 50 6.7 -12.5 8.2 -15.4 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 to 1 100 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 -43.2 N 2 10 8.4 -23.2 10.4 -28.7 12.5 -34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 0 2 20 7.7 -21.4 9.4 -26.4 11.4 -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 50 6 7Y}--18.9 8.2 -23.3 -1 U 28:2 - 11.9 -33.6 --119�--39.4- 16.1 -45.7 -18.5-52., -• 23.8 -67.4 4- 2 100 5.9 -17.0 7.3 -21.0 8.9 -25.5 10.5 -30.3 12.4. -35.6 14.3 -41.2 16.5 47.3 21.1 -60.8 0 0 3 10 8.4 34:3` 10.4 -42.4 12.5 =51.3. 14.9 -61.0 17.5• -71.6 20.3 -83.1 23.3 -95.4 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 10.0 -43.5 11.9 -51.8 13.9 -'60.8 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 13.3 -14.6 16.5 -18.0 19.9 -21.8 23.7 -25.9 27.8 -30.4 32.3 -35.3 37.0 -40.5 47.6 -52.0 in 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 I 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 . 30.2 -31.1 34.6 -35.7 44.5 -45.8 ao 1 100 12.l -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 v 2 10 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 35.6 " 32.3 -41.2 37.0 -47.3 47.6 -60.8 w 2 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 45 2 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 n 2 100 12.1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4. 29.3 -35.3 33.6 40.5 43.2 -52.0 c 3 10 13.3., -17.0. 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 3 20 13.0 -16.3 16.0 -20.1 19.4 -24.3 ' 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1' =14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 .25.2 .-30.4 29.3 -35.3 33.6 ' -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 .30.4 •-33.0{ 35.3 -38.2 A0.5 -43.9 52.0 -56.4 4 20 13.0 =15.1 17.2 -18.7 20.8 -22.6 24.7 -26.9 29.0 -31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -21.3 23.2 -25.4 27.2 .-29.8 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 18.5 .20.4 22.0 -24.2 25.9 -28.4 30.0 -33.0 34.4 -37.8 44.2 -48.6 4 500 10.9 -12.1 13.4 -14.9 16.2 -18.1 19.3 -21.5' .22.7 -25.2', 26.3 -29.3 30.2: =33.6 38.8 -43.2 3 5 10 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9 -34.7 30.4 =40.7 35.3 -47.2 40.5 .-54.2 52.0 -69.6 5 20 13.9 " -18.2' 17.2 -22.5 20.8 -27.2 24.7 -32.4 29.6 t-38.0 33.7 -44.0 38.7 -50.5 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 23.2 -29.3 27.2 -34.3 31.6 -39.8 .36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 18.5 -22.6 22.0 -26.9 25.9. 31.6 30.0 -36.7 34.4 -42.1 44.2 -54.1 5 500 (0.9 7-12 1 13.4 -14.9 16.2 -18.1 1 19.3 -21.5 '22:7 -25.2 26.3< -29.3 30.2 -33.6 38.8 -43.2 Source:ASCVSEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter.6, Figure 6-3,p.42-43. P., 6 t SolarMount Unirac Code-Compliant Installation Manual m'U N I RAC Table 3.pnet30(psQ Roof Overhang E(Tecove - Basic Wind Speed,V(mph) Wind Area Zone (so 90 100. 110 120 _ 130 140 - ":150 170 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 i 2 20 -20.6 -25.5 -30.8. -36.7 -43.0 -49.9 _wa -73.6 2 50 -20.1 -24.9 -30.1 -35.8 42.0 48.7 -55.9 -71.8 -0 2 100 -19.8 -24.4 -29.5 -35.1 41.2 -47.8 54.9 -70.5 3 10 -34.6 -42.7 -51.6 -61.5 -72:1- -83.7 -96.0. -123.4 0 3 20 -27.1 -33.5 -40.5 -48.3 -56.6 -65.7 45.4 -96.8 0 3 50 -17.3 -21.4 25.9` -30.8 -36.1 -41.9 -48.1 `: 61.8 3 1 100 -10.0 -12.2 14.8. -17.6 -20.6 -23.9 =27:4 -35.2 w 2 10 -27.2 33.5 -40.6 -48.3 -50 -65.7 -75:5-: -96.9 i 2 20 -27.2 -33.5 40.6 -48.3 -56.7 -65.7 -75:5 -96.9 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 75.5 -96.9 N 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 4.1 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 ' -1 10.6 126.9 -163.0 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -114.5 -147.1 0 3 50 -35.3 -43.6 -52.8 -62.8 -73J -85.5 -98.1 -126.1 0: 1 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -1 10.1 N y 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 S 2 20 -24.0 -29.6 -35.8 -42.6 -50.0, -58.0 -66.5 -85.5 N 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 "43.8 -82.0 �* 2 100 -22.2 -27.4 -33.2 -39.5 A&A -53.8 41J -79.3 0 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 =68.6 -88.1 n 3 20 - -24.0--- -29.6 -- 35:8-�- -42.6 -=50.0-- -58.0 -66:5-- 85.5 c 3 50 -23.0 -28.4 34.3 -40.8 -47.9 -55.6 -63.8 -82.0 L co 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 =61.7 -79.3 Source:ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kzt For the purposes of this code compliance document,the SURFACE ROUGHNESS c: has open terrain with scat- Topographic Factor,Kzt,is taken as equal to one(1),meaning; tered obstructions having heights generally less than the installation is surrounded by level ground(less than 10% 30 feet. This category includes flat open country, slope). If the installation is not surrounded by level ground, grasslands,and all water surfaces in hurricane prone please consult ASCE 7-05,Section 6.5.7 and the local building regions. authority to determine the Topographic Factor. SURFACE ROUGHNESS D:has flat,unobstructed areas and water surfaces outside hurricane prone regions. Step 6:Determine Exposure Category(B,C,D) This category includes smooth mud flats,salt flats,and unbrokenice. Determine the Exposure Category by using the following definitions for Surface Roughness Categories. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs,and confirm your selection with the The ASCE/SEI 7-05 defines wind surface roughness local building authority. categories as follows: SURFACE ROUGHNESS B: is urban and suburban areas, wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. res< ::'U N I RAC unirac Code-Compliant Installation Manual SolarMount Step 7:Determine adjustment factor for height and Table 4. Adjustment Factor (A)for Roof Height& exposure category,A Exposure Category Using the Exposure Category(Step 6)and the roof height, h(ft),look up the adjustment factor for height and exposure in Exposure Mean roof Table 4. height(ft) 8 C D 15 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1,.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,pnet(Psf) 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet3o(psf)(Step 4)by the adjustment factor for height and exposure,A (Step 7),the Source:A,ChapteEISEI 76,Figure Minimum Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.44. Topographic Factor,Kzt(Step 5),and the Importance Factor,l (Step 8)using the following equation,or Table 5 Worksheet. pnet(psf)=AKztrpnet30 pnet(Psf)=Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category(Step 7) Kzt=Topographic Factor at mean roof height,h(ft)(Step 5) 1=Importance Factor(Step 8) pnet3o(psf)=net design wind pressure for Exposure B,at height= 30,1=1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SolarMount Series rail,rail span and foot spacing. In Part II,use both the positive(downforce)and the negative (uplift)results from this calculation. Table 5.Worksheet for Components and Cladding Wind Load Calculation:IBC 2009,ASCE 7-05 Variable Description Symbol Value Unit Step Reference Building Height h ft Building,Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed V mph I Figure Effective Wind Area sf 2 Roof Zone Setback Length a ft 3 Table I Roof Zone Location 3 Figure 2 Net Design Wind Pressure' pnet3o psf 4 Table 2,3 Topographic Factor Kzt x 5 Adjustment factor for height and exposure category A x 7 Table 4 Importance Factor 1 x 8 Table 5 Total Design Wind Load pnet psf 9 8 " SolarMount Lnirac Code-Compliant Installation Manual ual •:: .. UNIRAC Table 6.Occupancy Category(Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re- with Basicwnd Speed,V= gions with BaskWind Category Category Desicription Building Type Examples 85-100 mph,and Alaska SpeedV>IOOmph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a low Minor Storage facilities hazard to human life in the event of failure, including,but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I,III,and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 1.15 1.15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than 50 or including,but not limited more resident patients to: Jails and Detention Facilities • Power Generating Stations • Water and Sewage Treatment Facilities • Telecommunication Centers • Buildings that manufacture or house ' hazardous materials Buildings and other Hospitals and other health care facilities having 1.15 1.15 structures designated surgery or emergency treatment IV as essential facilities, Fire,rescue,ambulance and police stations including,but not limited Designated earthquake,hurricane,or.other to: emergency shelters , • Designated emergency preparedness communication, and operation centers Power generating stations and other public utility, facilities required in an emergency • Ancillary structures required for operation of Occupancy Category IV structures • Aviation control towers,air traffic control centers,and emergency aircraft hangars • Water storage facilities and pump structures required 'to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source:IBC 2009,7able 1604.5,Occupancy Category of Buildings and other structures,p.281;ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p.77 t 9 U N I RAC Unirac Code-Compliant Installation Manual SolarMount Part I.I. Procedure to Select Rail Span and Rail Type [2.I j Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SolarMount series The Total Design Load,P(psf)is determined using ASCE 7-05 rail type and rail span uses standard beam calculations and ' 2.4.1 (ASD Method equations 3,5,6 and 7)by adding the Snow structural engineering methodology. The beam calculations Loadl,S(psf),Design Wind Load,pnet(psf)from Part I,Step 9 are based on a simply supported beam conservatively,ignoring and the Dead Load(psf).Both Uplift and Downforce Wind the reductions allowed for supports of continuous beams over Loads calculated in Step 9 of Part 1 must be investigated. Use multiple supports.Please refer to Part I for more information Table 7 to calculate the Total Design Load for the load cases. on beam calculations,equations and assumptions.If beams Use the maximum absolute value of the three downforce cases are installed perpendicular to the eaves on a roof steeper than, and the uplift case for sizing the rail.Use the uplift case only a 4/12 pitch in an area with a ground snow load greater than for sizing lag bolts pull out capacities(Part II,Step 6).Use the 30psf,then additional analysis is required for side loading on following equations or Table 7. the roof attachment and beam. In using this document,obtaining correct results is P(psf)=LOD+1.051 (downforce case 1) dependent upon the following: 1.Obtain the Snow Load for your area from your local building P(psf)=LOD+I.Opnet(downforce case 2) official. 2.Obtain the Design Wind Load, P(psf)=1.OD+0.7551+0.7Spnet(downforce case 3) g pnet. See Part I(Procedure to Determine the Design Wind Load)for more information on P(psf)=0.6D+I-Vnet (uplift) calculating the Design Wind Load. 3.Please Note:The terms rail span and footing spacing D=Dead Load(psf) are interchangeable in this document. See Figure 3 for illustrations. S.=Snow Load(psf) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and pnet=Design Wind Load(psf)(Positive for downforce,negative Unirac racking systems. If the Dead Load is greater than 5 for uplift) psf,see your Unirac distributor,a local structural engineer or .: contact Unirac. The maximum Dead Load,D(psf),is 5 psf based on market research and internal data. The following procedure will guide you in selecting a Unirac i Snow Load Reduction- The snow load can be reduced according rail for a flush mount installation.It will also help determine to Chapter 7 ofASCE 7-05. The reduction is a function of the roof the design loading imposed by the Unirac PV Mounting slope,Exposure Factor,Importance Factor and Thermal Factor. Assembly that the building structure must be capable of : Please refer to Chapter 7 ofASCE 7-OS for more information.. supporting. Step 1:Determine the Total Design Load Figure 3.Rail span and footing spacing are interchangeable. l Zb pah orFfQetQ`o \s aotSp Note:Modules must be centered symmetrically on Pig ; the rails(+/-2*),as shown in Figure 3. 10 r SolarMount Chirac Code-Compliant Installation Manual H'U N I RAC Table 7. ASCE 7ASD Load Combinations Description Variable Down(orce Case 1 d Do (orce Cose 2 Down(mce Case 3 s Dead Load D 1.0 x 'I O x � i 1.0 X w, �0 6 x° - psf Snow Load S 1.0 x + y 0.75 x + ' psf Design Wind Load Pnet rI 0 x ti+r `.a 0.75 x + tf Otx psf Total Design Load Pk �t � g psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail Span/L-Foot Spacing w(pl,f) Using the distributed load,w,from Part II,Step 2,look up the Determine the Distributed Load,w(pl(),by multiplying the allowable spans,L,for each Unirac rail type,SolarMount(SM) module length,B(ft),by the Total Design Load,P(psf)and and SolarMount Heavy Duty(HD). dividing by two.Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module The L-Foot SolarMount Series Rail Span Table uses a single is supported by two rails. L-foot connection to the roof,wall or stand-off. Please refer to w=PB/2 the Part III for more installation information. w=Distributed Load(pounds per linear foot,plO B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Table 8.L-Foot SolarMount Series Rail Span SM-SolarMount HD-SolarMount Heavy Duty Span Distributed Load unds/linear oot (R) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 SM 7 fJalRr%2 S SM 3 SM SM ;45M "SM* SM 2.5 SM SM , Shl SM , GSM Wit' SM ; GSM 3t°SM nSM `n rsmt $Ma SM SM _AHD D HD 3 ` SM a:SM s GSM SM ,ytSM _ SM � SMrSM aSMx $M �SM HD.�'' }HD },rHDiHD HD; 3.5 SM SM SM SM SM +;Pd SM SM ; SM "SM iz! $M HD. HD- HD.a HDk: '� ,:! •. a �'_ 4 SM SM tiSM GSM' i",bm f SM ; sM .SM SM HD HD__ HD FID, 4.5 }SM� SM' t SMM y SMs� iSMaSM ,SM HD �HD� HD• 5 '+ SM SMShlif SM SM SMyaSM iSMt` AHD AHD, , FID; 5.5 SMr SMrSMHD; kiD HQ'= 6 _ $M � SM t KSM "SM 4 SM SM SM kw D' 65 3SMSM SM GSM3 SMittisM a" GSM HAD FID 7 sM SMr I',, M' SM GSMkcSM >HDHD� ytS S 1. 75 �SM�# GSM SM fiM kSMSM� HD o-, H 8 SMgSMSM4 ,s5M i s �'SMk SMHD AHD' 85 ^`SM A `jiSM, f�'S tHD� HD' ON 9 SM z SM aa� SMr eSM'ss HDw' k"D ?HD.- 95 a! SM6-K5SM' Pf45M; GSM; HD" r 1 H DF10 SM, SM 'SM H HD DD n H 0 S �HDR sH5 y HD D, SM $M 'HD HDh �HDzHD, 5 °. SM r HD`MRD% jtH_ aHD, 12 SM irHD'� HD�� z D� D HDe, Page 11 :'.'U N I RAC unirac Code-Compliant Installation Manual SolarMount Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(Ibs), Selecting a span and rail type affects the price of your at each connection based on rail span installation. Longer spans produce fewer wall or roof When designing the Unirac Flush Mount Installation,you penetrations.However,longer spans create higher point load must consider the downforce Point Load,R(lbs)on the roof forces on the building structure. A point load force is the structure. amount of force transferred to the building structure at each The Downforce,Point Load,R(lbs),is determined by connection. multiplying the Total Design Load,P(psf)(Step 1)by the Rail It is the installer's responsibility to verify that the building Span,L(ft)(Step 3)and the Module Length Perpendicular to structure is strong enough to support the point load the Rails,B(ft)divided by two. forces. R(lbs)=PLB/2 R=Point Load(lbs) P= Total Design Load(psf) L=Rail Span(ft) B=Module Length Perpendicular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. Table 10.Downforce Point Load Calculation Total Design Load(downforce)(max of case I,2 or 3): P psf Step Module length perpendicular to rails: B x ft Rail Span: L x ft Step 4 /2 Downforce Point Load: R lbs ry x 12 SolarMount Llnirac Code-Compliant Installation Manual AN:U N I RAC Step 6:Determine the Uplift Point Load,R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table 11.Uplift Point Load Calculation Total Design Load(uplift): P psf Step I Module length perpendicular to rails: B x ft Rail Span: L x it Step 4 /2 Uplift Point Load: R lbs Table 12 Lag pull-out(withdrawal)capacities(lbs)in typical roof lumber(ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Force,R(lbs),requirements. Specific sli6- shaft,* Divide the uplift pointload(from gravity per inch thread depth Table 11)by the withdrawal capacity in the 2nd column of Douglas Fir,Larch 0.50 266 Table 12. This results in inches Douglas Fir,South 0.46 235 of 5/161agbolt embedded thread depth needed to counteract the Engelmann Spruce,Lodgepole Pine uplift force.If other than lag (MSR 1650 f &higher) 0.46 235 bolt is used(as with a concrete or steel),consult fastener mfr Hem,Fir,Redwood(close grain) 0.43 212 documentation. Hem,Fir(North) 0.46 235 Southern Pine 0.55 307 Thread It is the installer's responsibility depth to verify that the substructure Spruce,Pine,Fir 0.42 205 and attachment method is Spruce,Pine,Fir strong enough to support the 2 million psi and higher maximum point loads calculated grades of MSR and MEL) 0.50 266 according to Step 5 and Step 6. Sources:American Wood Council,NDS 2005,Table 1 I.2A,11.3.2A. Notes:(I)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not include shear capacities. If necessary,contact a local engineer to specifiy lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. rags 13 MH U N I RAC unirac Code-Compliant Installation Manual SolarMount Part III. Installing SolarMount The Unirac Code-Compliant Installation Instructions support applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SolarMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. [3.1.1 SolarMount rail components h rw. Fah 42% _. ! O .r. _ .. s -:O - Figure 4.SolarMount standard rail components. ORail —Supports PV modules. Use two per row of lock washer for attaching L-foot. Flashings:Use one per modules. Aluminum.extrusion,anodized. standoff. Unirac offers appropriate flashings for both standoff types. © Rail splice-Joins and aligns rail sections into single Note:There is also a flange type standoff that does not length of rail. It can form either a rigid or thermal require an L-foot. expansion joint,8 inches long,predrilled. Aluminum Q Aluminum two-piece standoff(optional)(4"and 7") — extrusion,anodized. Use one per L-foot. Two-piece:Aluminum extrusion. Includes 3/8"x 3/4"serrated flange bolt with EPDM © self-drilling screw—(No.10 x 3/4") -Use 4 per rigid washer for attaching L-foot,and two 5/16"lag bolts. splice or 2 per expansion joint. Galvanized steel. O Lag screw for L-foot(5/16")—Attaches standoff to OL-foot-Use to secure rails either through roofing rafter. material to building structure or standoffs. Refer to 0 Top Mounting Clamps loading tables for spacing.Note:Please contact Unirac for use and specification of double L-foot. Go Top Mounting Grounding Clips and Lugs © L-foot bolt(3/8" x 3/4") —Use one per L-foot to secure rail to L-foot. Stainless steel. Installer supplied materials: OFlange nut(3/8")—Use one per L-foot to secure rail to Lag screw for L-foot—Attaches L-foot or standoff to L-foot. Stainless steel. rafter.Determine the length and diameter based on pull- out values. If lag screw head is exposed to elements,use stainless steel. Under flashings,zinc plated hardware is O Flattop standoff(optional) (3/8") —Use standoffs to adequate. increase the height of the array above the surface of the roof or to allow for the use of flashings. Use one per L-foot. "One piece:Service Condition 4(very severe) Waterproof roofing sealant—Use a sealant appropriate zinc-plated-welded steel. Includes 3/8"x 3/4"bolt with to your roofing material.Consult with the company currently providing warranty of roofing. rage 14 SolarMount Unirac Code-Compliant Installation Manual 'U N I RAC [3.2.] Installing SolarMount with top mounting clamps This section covers SolarMount rack assembly where the installer has elected to use top mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. 41 t _ ` '✓' pga�,���.�� r r&q n�"���"+" 1 �w�.� Ems}T T*f'� �+.,��`'�,'' +. z r�e. ail y, Tt `Ctr Mid Clamp .K I .« .. End C mp L foot ifs `. SolarMount Rail k � a a k �SolorMtiunt Rail Figure 5.Exploded view of a flushmount installation mounted with L feet. Table 13.Wrenches and torque All top down clamps must be installed with anti- seize to prevent galling and provide uniformity Wrench Recommended in clamp load. UniRac Inc recommends Silver size torque(ft-lbs) Grade LocTite Anti-Seize Item numbers:38181, 80209,76732,76759,76764,80206,and 76775,or /,'"hardware /s" I 0 m equivalent. 1/4"-20 hardware used in conjunction '/a" hardware '/�e" 30 with top down clamps must be installed to 1Oft-lbs Torques are not designated for use with wood connectors of torque. When using UGC-1,UGC-2,WEEB 9.5 and WEEB 6.7,1/4"-20 hardware must be installed to 1Oft-lbs of torque. Additionally,when used with a top down clamp,the module frame cross section must be boxed shaped as opposed to a single,I-shaped member.Please refer to installation supplement 910: Galling and Its Prevention for more information on galling and anti-seize and installation manual 225: Top Mounting Unirac Grounding Clips and WEEBLugs for more information on Grounding Clips." rv, 15 _ l :U U N I RAC unirac Code-Compliant Installation Manual SolarMount [3.2.1] Planning your SolarMount installations The installation can be laid out with rails parallel to the rafters The width of the installation area equals the length of one or perpendicular to the rafters. Note that SolarMount rails module. make excellent straight edges for doing layouts. . The length of the installation area is equal to: Center the installation area over the structural members as the total width of the modules, much as possible. • plus 1 inch for each space between modules(for mid- Leave enough room to safely move around the array during clamp), installation.Some building codes require minimum clearances around such installations,and the user should be directed to • plus 3 inches(11/2 inches for each pair of end clamps). also check`The Code'. Peak v w Low-profile b w High-profile mode w mode" Gutter Figure&Rails maybe placed parallel or perpendicular to rafters. x pa, 16 SolarMount Llnirac Code-Compliant Installation Manual :C'U N I RAC [3.2.2] Laying out L-feet L-feet(Fig.7)can be used for attachment through existing roofing material,such as asphalt shingles,sheathing or sheet metal to the building structure. Use Figure 8 or 9 below to locate and mark the position of the L-feet lag screw holes within the installation area. If multiple rows are to be installed adjacent to one another,it is not likely that each row will be centered above the rafters. Figure 7 Adjust as needed,following the guidelines in Figure 9 as closely as possible. �- Overhang 33%L max I-Foot spacing/--►i i Rail S an"L" II II 11 II tl ($e II ky II II it 11 1 I I7 __J __ __ II _ .. \\ I 'ij '1�1 Note:Modules must be Lower roof edge Rafters centered symmetrically on the (Building Structure) rails(+/-2'). Figure 8.Layout with rails perpendicular to rafters. Installing L-feet: Drill pilot holes through the roof into the 1/2-114" center of the rafter at each L-foot lag screw hole location. 1'/2-13/4" I Il 1 Squirt sealant into the hole,and on the shafts I II-�, �iIF] of the lag screws. Seal the underside of the L- feet with a suitable sealant.Consult with the If II I company providing the roofing warranty. ; `; 11 I Fgot spacin%/ [) Securely fasten the L feet to the roof with __ ail Span,L f the lag screws. Ensure that the L-feet face as ! I I shown in Figure 8 and 9. For greater ventila- tion,the preferred method is to place the single-slotted square side of the L-foot against the roof with the double-slotted side a en- Lower roof edge I II p ' Overhang 33%L max dicular to the roof. If the installer chooses to mount the L-foot with the long leg against the roof,the bolt slot closest to the bend must be Rafters(Building Structure) Note:Modules must be used. centered symmetrically on the rails(+/-2'). Figure 9.Layout with rails parallel to rafters. Page 17 :."U N I RAC Unirac Code-Compliant Installation Manual SolarMount [3.2.3] Laying out standoffs Standoffs(Figure 10)are used to increase the height of the array above the surface of the roof. Pair each standoff with a flashing to seal the lag bolt penetrations to the roof. Use Figure 11 or 12 to locate and mark the location of the standoff lag screw holes within the installation area. Remove the tile or shake underneath each standoff location, exposing the roofing underlayment. Ensure that the standoff Figure 10.Raised,tlange standoff(left) base lies flat on the underlayment,but remove no more mate- and flat top standoff used in conjunction rial than required for the flashings to be installed properly. with an L foot. The standoffs must be firmly attached to the building structure. If multiple high-profile rows are to be Overhang 33%L max-> 'Foot spacing/ 1 installed adjacent to each other,it may not Rail Span,_L, I be possible for each row to be centered above i =r•� \ " the rafters. Adjust as needed,following the guidelines of Fig.12 as closely as possible. I Installing standoffs: Lower roof edge Drill 3/16 inch pilot holes through the �— Rafters_J underlayment into the center of the rafters at (Building Structure) each standoff location. Securely fasten each standoff to the rafters with the two 5/16"lag Note:Modules must be centered symmetrically on the rails screws. (+/-2'). Ensure that the standoffs face as shown in Figure 11. Layout with rails perpendicular to rafters.perpendicular to rafters. Figure 11 or 12. Unirac steel and aluminum two-piece standoffs(1-5/8"O.D.)are designed for collared flashings available from Unirac. T Install and seal flashings and standoffs using standard building practices or as the r? I company providing roofing warranty directs. Foo spacing/ W Span„L„ I i Overhang 33%L,max Lower roof edge Y Rafters(Building Structure) Note:Modules must be centered symmetrically on the rails (+/2"). Figure 12.Layout with rails parallel to rafters. Ng 18 SolarMount Unirac Code-Compliant Installation Manual ::'U N I RAC [3.2.4] Installing SolarMount rails Keep rail slots free of roofing grit or other debris. Foreign matter will , '' cause bolts to bind as they slide in the slots. Installing Splices:If your installation uses SolarMount splice bars,attach � the rails together(Fig.13)before mounting the rails to the footings. Use splice bars only with flush installations or those that use low-profile tilt legs. Although structural,the joint is not as strong as the rail itself.A rail should `'4 always be supported by more than one footing on both sides of the splice. (Reference installation manual 908,Splices/Expansion Joints.) Figure 13.Splice bars slide into the footing bolt slots of SolarMount rail sections. Mounting Rails on Footings:Rails may be attached to either of two mounting holes in the L-feet(Fig.14). Mount in the lower hole for a low profile,more aesthetically pleasing installation. Mount in the upper hole for a higher profile,which will maximize airflow under the modules. This will cool them more and may enhance performance in hotter climates. Clamping Slide the/e-inch mounting bolts into the footing bolt slots. Loosely attach bolt slot the rails to the footings with the flange nuts. Ensure that the rails are oriented to the footings as shown in Figure 8,9, Mounting 11,or 12,whichever is appropriate. slots . footing Aligning the Rail End:Align one pair of rail ends to the edge of the bolt slot ,\ installation area(Fig.15 or Fig.16). ' The opposite pair of rail ends will overhang the side of the installation `4 area.Do not trim them off until the installation is complete. If the rails are perpendicular to the rafters(Fig.15),either end of the rails Figure 14.Foot-to-rail splice attachment can be aligned,but the first module must be installed at the aligned end. If the rails are parallel to the rafters(Fig.16),the aligned end of the rails must face the lower edge of the roof. Securely tighten all hardware after alignment is complete(20 ft lbs). Mount modules to the rails as soon as possible. Large temperature changes may bow the rails within a few hours if module placement is delayed. Edge of installation area i v it ( ,o ,i Edge of installation area Figure 1 S.Rails perpendicular to the rafters. Figure 16.Rails parallel to the rafters. Pege 19 :U U N I RAC unirac Code-Compliant Installation Manual SolarMount [3.2.5] Installing the modules Pre-wiring Modules:If modules are the Plug and Play type,. no pre-wiring is required,and you can proceed directly to "Installing the First Module"below. I `� If modules have standard J-boxes,each module should be pre-wired with one end of the intermodule cable for ease of installation. For safety reasons,module pre-wiring should not be performed on the roof. Leave covers off J-boxes. They will be installed when the modules are installed on the rails. J-boxes Installing the First Module:In high-profile installations,the best practice would be to install a safety bolt(1/4'-20 x 1/z")and Figure 17 flange nut(both installer provided)fastened to the module bolt slot at the aligned(lower)end of each rail. It will prevent the 1 odule fame lower end clamps and clamping bolts from sliding out of the rail 1/2"minimum =" M h slot during installation. ' a , If there is a return cable to the inverter,connect it to the first ;.rl/44}mod.ule:bolt module. Close the J-box cover. Secure the first module with r and flange nut;;, 10 ti.t T-bolts and end clamps at the aligned end of each rail. Allow half an inch between the rail ends and the end clamps(Fig.18). �. Finger tighten flange nuts,center and align the module as needed,and securely tighten the flange nuts(10 ft lbs). End clamp4 Installing the Other Modules:Lay the second module face Figure 18 . down(glass to glass)on the'first module. Connect intermodule cable to the second module and close the J-box cover. Turn the � _ second module face up(Fig.17). With T-bolts,mid-clamps and yy��s MoO frames b -T`jiF 74t flange !- nuts,secure the adjacent sides of the first and second modules. Align the second module and securely tighten theI flange nuts(Fig.19). f� 1%4 module bolt For a neat installation,fasten wire management devices to rails �, andrflange nut ' .' r� with self-drilling screws. .. 4. Repeat the procedure until all modules are installed. Attach the I -w nis outside edge of the last module to the rail with end clamps. itRail Trim off any excess rail,being careful not to cut into the roof. ? �Mic9�°ixlamp 1�x s Allow half an inch between the end clamp and the end of the rail (Fig.18). Figure 19 High-lipped module . L.... (cross section) Spacer , Low-lipped module (cross section) �t^xy�x r .'• Sola_r ount rail , :;Sojaarr�Mou,�nt rail ak k i; Figure 20.Mid clamps and end clamps for lipped frame modules are identical. A spacer for the end clamps is necessary only if the lips are located high;on the module frame. N, 20 2 SolarMount Chirac Code-Compliant Installation Manual ::N'U N I RAC [3.3] Installing SolarMount with bottom mounting clips This section covers SolarMount rack assembly where the installer has elected to use bottom mounting clamps to secure modules to the rails. It details the procedure for flush mounting SolarMount systems to a pitched roof. \ PV"modules,(face down) SOlorMount rail : .rrt Fooling bolt slot { k gyp - Bottom mounting clip Figure 21.SMR and CB components Table 14. Wrenches and torque Wrench Recommended Stainless steel hardware can seize up,a process size torque((t-lbs) A tailed galling. To significantly reduce its '/,"" hardware r/,s"" 10 likelihood, (1)apply lubricant to bolts,preferably '/e-hardware %b"' 30 an anti-seize lubricant,available at auto parts stores, (2)shade hardware prior to installation, Note:Torque specifications do not apply to log bolt and(3)avoid spinning on nuts at high speed. connections. See Installation Supplement 910,Galling and Its Prevention,at www.unirac.com. r.g 21 oil W U N I RAC unirac Code-Compliant Installation Manual SolarMount [3.3.1] Planning the installation area Distance between log bolt centers Decide on an arrangement for clips,.rails,and L-feet(Fig.22). 2'/r2'G"+ -2/,2-/." Use Arrangement A if the full width of the rails contacts the Distance between module mounting holes module. Otherwise use Arrangement B. Caution:If you choose Arrangement B,either PV module Q (1)use the upper mounting holes of the L feet or (2)be certain that the L feet and clip positions don't conflict. Module bolt Clip�� If rails must be parallel to the rafters,it is unlikely that they Roil can be spaced to match rafters. In that case,add structural L-foot supports—either sleepers over the roof or mounting blocks Log bolt - beneath it.`These additional members must meet code;if in doubt,consult a professional engineer. Distance between lag bolt centers Never secure the footings to the roof decking alone. Such an '/z>/e" Ys 7/a" arrangement will not meet code and leaves the installation Distance between and the roof itself vulnerable to severe damage from wind. module mounting holes Leave enough room to safely move around the array during installation. The width of a rail-module assembly equals the length of one module. Note that L-feet may extend beyond the width of the assembly by as much as 2 inches on each side. The length of the assembly equals the total width of the. modules. rra Figure 22.Clip Arrangements A and B I P.p 22 { SolarMount Chirac Code-Compliant Installation Manual HFU N I RAC [3.3.2] Laying out the installing L-feet L-feet are used for installation through existing low profile roofing material,such as asphalt shingles or sheet metal. They __i _ __ L _ are also used for most ground mount installations. To ensure that the L-feet will I I I I Install I� be easily accessible during flush installation: Second• Use the PV module mounting holes nearest the ends of the modules. I I II I SolarMouht Rails • Situate the rails so that footing bolt slots face outward. The single slotted square side of the L-foot — - must always lie against the roof with the Instal] First double-slotted side perpendicular to the roof. Foot spacing(along the same rail)and rail tower overhang depend on design wind loads. roof \, Rafters / Install half the L-feet: edge • If rails are perpendicular to rafters (Fig.23),install the feet closest to Figure 23.Layout with rails perpendicular to rafters. the lower edge of the roof. • If rails are parallel to rafters (Fig.24),install the feet for one of the rails,but not both. For the L-feet being installed now,drill pilot holes through the roofing into the center of Rafters,, Install L•Feet the rafter at each lag screw hole location. Squirt sealant into the hole and onto the ; First shafts of the lag screws. Seal the underside of the L-feet with a sealant. Securely fasten 4 the L-feet to the building structure with the lag screws. Ensure that the L-feet face as shown in Figure 23 or Figure 24. I Hold the rest of the L-feet and fasteners aside until the panels are ready for the installation. 1 i - . I -` Blocks Install L-Feet Second Figure 24.Layout with rails parallel to rafters. ry so 23 :I'U N I RAC unirac Code-Compliant Installation Manual SolarMount [3.3.3] Attaching modules to the°rails Lay the modules for a given panel face down on a surface that will not damage the module glass. Align the edges of the modules and snug them together (Fig.21,page 22). Trim the rails to the total width of the modules to be mounted. Place a rail adjacent to the outer mounting holes. Orient the footing bolt slot outward. Place a clip slot adjacent to the mounting holes,following the arrangement you selected earlier. Assemble the clips,mounting bolts,and flange nuts: Torque the flange nuts to 10 foot-pounds. [3.3.4] Installing the module-rail assembly Bring the module-rail assembly to the installation site. Keep rail slots free of debris that might cause bolts to bind in the Clip slots. slots ` Consider the weight of a fully assembled panel. Unirac recom- Mounting mends safety lines whenever lifting one to a roof. slots Align the panel with the previously installed L-feet. Slide 3/8 Flange inch L-foot mounting bolts onto the rail and align them with Footing the L-feet mounting holes. Attach the panel to the L-feet and bolt slot nut finger tighten the flange nuts. �® Rails may be attached to either of two mounting holes in the footings(Fig.25). • Mount in the lower hole for a low,more aethetically Figure 25.Leg-to-rail attachment pleasing installation. Or mount in the upper hole to maximize a cooling airflow under the modules. This may enhance perfor- mance in hotter climates. Adjust the position of the panel as needed to fit the installa- tion area. Slide the remaining L-feet bolts onto the other rail, attach L-feet,and finger tighten with flange nuts. Align L-feet with mounting holes previously drilled into the roof. Install lag bolts into remaining L-feet as described in"Laying out and installing L-feet"above. Torque all footing flange nuts to 30 foot-pounds. Verify that all lag bolts are securely fastened. Ng 24 • SolarMount UniRac Code-Compliant Installation Manual UWRA ;® [3.4] Installing SolarMount with grounding clips and lugs Clips and lugs are sold separately. UGC-1 To mounting . i clamps i Module i g -. T-bolt Nib COUS, Figure 26.Slide UGC-1 grounding al i In UGC-1er'i� clip into top mounting slot ofraiL Torque modules in place on top of conforms to s clip.Nibs will penetrate rail anod- UL Standwd 467 ,.:-. a #,, -:; . } ization and create grounding path f f through rafl see Fig.3,reverse side SolarMount@ rail(any type) UGL :s � fi® f e .^+'^-'^^^-'—•a^'� S.».^'^`^-...w.• .*.-+^^- -^. - {�.w--�-..ac'{.'H-,arew--i*�-e�.+•o--van. 4rn-,sv,..+*..i.:--•wa-»rt.---„� b Figure 27 Slide,/a mch hexhead Y bolt into topmouning'slot of any . Serrations `1s. ;F3 4 F.r Solaik&mt6 rail(standa,;l HD " or light) Secure nut with-116inch - �f `a c torque for lug serrations to penetrate •� - �*'l �,�r�;�b+'-j;`•t�� � �i � 'arzodized surface of rail' � s $a arMountO pail Figure 28.Place grouding clips, lugs,and copper wire(6-10AWG). Place a loop in the wire around splices to prevent tension.Be sure wiring between rails is not taut. KEY F1PV module o SolarMount rail(any type) 0 Rail splice X Grounding lug Grounding clip Copper wire Single grounding for inAlternate wiring wire for entire array -line splices { use 25 ::-U N I RAC unirac Code-Compliant Installation Manual SolarMount Warranty Information See http://www.unirac.com for current warranty documents and information. o 0�® 1411 Broadway Boulevard NE P., ■■ U N I RAC Albuquerque NM 87102-1545 USA 26 BARNSTABLE. MA SETBACK REQUIREMENTS PLAN REFERENCE ZONE RG PLAN BOOK 389 PAGE 12 MINIMUM AREA - 65.000 sf ASSESSOR'S MAP: 277 MINIMUM FRONTAGE - 20 Ft FRONT SETBACK - 30 Ft LOT: 33 '� > SIDE SETBACK - 15 ft N !y �1 REAR SETBACK - 15 ft AA o O <<Q �—",Us LOCUS MAP A66$1+ -NOT TO SCALE 0 ti 1202 i 26.00 n .Q �� 12•� � 2 24 00 ti A5000 w / \ N 140► �o 69 N, OF \ 1� ROBERT Sys 99B A. r^ f BRAMAN y No. 8942 L 0 T 21 �q 9Fc/STEa��o� (' FOUNDATION PLOT PLAN AREA - 3.05 cc -- /o S.URVE� FOR EXISTING FOUNDATION JUDITH SCHOONMAKER p LOT 21 OLD JAIL LANE BARNSTABLE. MA PLAN \ ECO-TECH ENVIRONMENTAL 43 TRIANGLE CIRCLE SANDWICH MA 02563 SCALE:1 in 120 N ETE-459 JAUGUST 1 1. 1998 1/1 393 OW ,,. Permit Engineering Dept.(3rd floor) Map o? 77 Parcel House# � Date Issued Board of Health(3rd floor)(8:15 -'9:30/1:00-14S,_r,_r)' 9Y 3 - Fee G O� Conservation Office(4th floor)(8:30- 9:30/1:00-2:00) - G (� ` ST 13E Planning Dept.(1st floor/School Admin. Bldg.) SEPTIC SYST H Definitiv pproved by Planning Board -29------ INSTALLED 1 SCE ��2m✓AL .U� P C /o-a�-�� ✓� WIT IOE AND TOWN OF BARNSTAB �rS TOWN REG m _r Building Permit Application Project StfeetAddress_ Village �- oxrfl S+ e— !� Owner n.rit�P_ C a�' Address -7 4 O'L'koa j -:" )U Telephone `7 2 C 7 42? 1 Permit Request \bt cA,00,• q 2• �4 V a �. 9 - First Floor �'Z 2- 1square feet Second Floor square feet Construction Type Estimated Project Cost $ f393 70 Zoning District Flood Plain Water Protection Lot Size cLcrr.S Grandfathered ❑Yes ❑No Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes XNo Basement Type: ❑Full ❑Crawl Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) f V ie Number of Baths: Full: Existing New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas AOil ❑Electric ❑Other Central Air ❑Yes >(No Fireplaces: Existing New q)0%Ae�1vt_ Existing wood/coal stove ❑Yes Xf4o Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) )`Attached(size) may- y - ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )'No If yes, site plan review# < Current Use Proposed Use "t,o—-e _ Builder Information Name 4:6el`-E-0 Telephone Number T i D `7 9 Z Address '7 y Kl a too-AD-Cr o�, License# `A 0 zb ll-. Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO F 30 d . Ck-w^&�Te/ - SIGNATURE �C DATE_ �/1)I Sf BUILDING PER DENIED FOR THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. 4 d r 4 DATE ISSUED - MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION:, FOUNDATION FRAME WI INSULATION 1 rui t FIREPLACE ELECTRICAL: ' ROUGH FINAL PLUMBING: N rl�RGIN, FINAL v _Q dC � �� F GAS: FINAL FINAL BUILDIN GO S n ri t)) DATE CLOSED OUT? r ASSOCIATION A-IY NO` ft9 d . ' TOWN OF BARNSTABLE d ._ .certificate of occupancy "' 4 PARCEL ID 277,033. GEOBASE ID 35359 ADDRESS 39& OLD JAIL LANE PHONE BARNSTABLE ZIP - I I LOT 21 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA j I PERMIT 33732 DESCRIPTION SINGLE FAMTLY DWELLING (PMT.031553) PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS. And Environmental Services i TOTAL FEES: NE BOND $.00 Ox� CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE ; * 1ARN3TABLE. + i63� ED Nllr►� BUILDIN.R1VI'9kION BY DATE ISSUED 02/25/1999 EXPIRATION DATE .� r ` 4' TOWN OF. BARNSTABLE 4.: w- ,, Vim;; '1!EM�? tY CERTIFICATE OF OCCU3�E PARC19L ID 277 033 GROBASE ID 35359 ADDRESS 39.2t Ot15- JAIL LANE PHONE BARNSTABLE ZIP - A LOT`' 21 °' BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 36732 DESCRIPTION SINGLE FAMILY DWELLING (PMT.931553) PERMIT TYPE BTC00 TITLE TEMP. .00CUPANCY PERMIT CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: DIME IBOND $.00 C098T]RUCTION COSTS $.00 , lk 753 MISC. NOT CODED ELSEWHERE t * HARN3TABLF, # MASS. 1639. �Ep A BUILDING DIVISION�J BY z DATE ISSUED 02/25/1999 EXPIRATION DATE 03/ THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA �t .is .�t1 lJ i`• ��. ;�.lA�-1 •,,'=°+i b-•� c. +..;� l"'t'Y—st..ev.__� . PAR '°'II "t NDD 'ems- 393y�yor4t.) JAlt LANE ill � PHONE - -BA*RNSTABLE '.r ,ri 'tw' i. ' ZIP LOT= B I..+0b Y+ , R LOT SIZE E DB _ via ,: JT STRICT BA PERMIT 315,93 DESCRIPTION SINGLI�, .T,LY, MUL41NG SEPTIC; N� P RM'fT TYPE PUILD TITLE NEW S�EuTbElNTj:AL, PMT CONTRAC.i lOR.i'�J: PROPER �Z OWN F R � r r� � , c :` ° � department�ofH itlaty/ 1 ,.. T.tk and,4�n�;ronm Ser.•;vices� T;SCAL `FEFS•.c $432.05 FOND ��01 ` $.00 �TNE COSTT G TON COSTS $139,370_00 1 I *w' � ' ' -SINGLE FAIL HOME DETACHED 1. - ' ..PRI LURIWAEILE.46 I# ' .li.� � '` MAS3.> g► RUILDING DIVIS1OT*l —� h THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIREWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMIT T ED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE.OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIO%_OF ANY APPLICABL:E'SUBDIV.ISION RESTRICTIONS. _x MINIMUM OF FOUR CALL INSPECTIONS REQUIRED A. FOR ALL CONSTRUCTION WORK: APPROVED.,'PLANS MUST BE RETAINED ON JOB AND. 1.FOUNDATIONS OR FOOTINGS THIS CARD:KEPT POSTED UNTIL,FINAL INSPECTION ,WI WHERE APPLICABLE, SEPARATE PRIOR c HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- FE. Iv9I'iS ARE REQUIRED FOR 2. . R,OR TO TH). STRUCTURAL MEMBERS - "ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PA'uCnY-1S?EQUIRED,SUCH-BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OcCLIPIED UNTIL FINAL INSPECTION HAS SEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. ,' BUILDING INSPECTION;APPROVALS PLUMB[, INSPECTION APPROVALS ELECTRICAL INSPECTIO14 APPROVALS t 2 2 � � I �� 2 3 �e 1 HEATING INSP CT NJAP ROVALS ENGINEERING DEPARTMENT �J Z,( J 2, F HEALT 2 h gflqg "t- 'VA OTH R: SIT PL REV EW APP O AL I - WORK SHALL NOT ROCEED UNTIL PERMIT WILL BECOME.NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRU6TION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRAYED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE TIFF PERMIT IS 'ISSUED AS TRLEPHON&OR WRITTEN NOTIFICA- T10 `. NOTED ABOVE. t, TION. ''ills-� 'ti h.r�„�.Yww•�'iA'H�Rk�sit- o.W r-y�L,+ ',y r x ~ � F itYbP � r Y � I � r ^` • IFr r�,yY4 4ir ' r TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE_ JOB, LOCATION ct ¢old, _;;a� l r 'e, a v'A S Number Street address Section of town "HOMEOWNER" u�i �n ,��r �7 9 D- 79 a 8 may -z-S 2 Name Home phone Work phone . PRESENT MAILING ADDRESS Yn A 02,b 32_ City town State Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. e DEFINITION OF HOMEOWNER: Persons) who owns a parcel of land on which he/she resides or intends to re- side, 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 Offici., on a form acceptable to the Building Official, that he/she shall be responsib= for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner. " assumes responsibility for compliance with the Stz Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFI IAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. HOME OWNER'S EXEMPTION ' The code state t t: "Any Home Owner performin work for which a''building it 1 Perm' is required hall be exempt from the p visions of this section (Section 109. 1. 1 - Li nsing of Constructio Supervisors) ; provided that if Home Owner engages a pe on (s) for hire t do such work, that such Home OwnE shall act as supervisor. " Many Home Owners who use this emp 'on are unaware that they are assuming the responsibilities of a supervi (see Appendix Q, Rules and Regulations for licensing Construction Supe 'so Section 2. 15) . This lack of awarene often results in serious pro ems, partl arly when the Home Owner hires unlicensed persons. In t ' case our Board c of proceed against the inlicensed person as i ould with licensed Supe r. The Home "Owner acti as supervisor is ul ' ately responsible. To. ensure that a Home Owner is fully aware of his/tier responsibilities, ma communities r quire, as part of the permit application, that the Ho--ir-Owner 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 to amend and adopt such a form/certification for use in your community. r' F, . The Town of Barnstable o� 9 RAR E.MASS. Q` Department of Health Safety and Environmental Services MASS. 0� t639' �fo 1 Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection '� hj 576-Z— �► Location �� �l, U rT�L Permit Number -3 . Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: n( 'n-j CA Qle� Re Please call: 508-790-62r27 for re-inspection. Inspected by Date -r-9 P�=10a�;�, IGALL: FOR /1\1�-t!/7 DATE�TIMES�P.M. ' M / AI PHONED OF RETURNED PHONE T YOUR CALL AREA CODE NUMBER EXTENSION MESSAGE PLEASE CALL WILL CALL CAMETO : 9 L_ SEE YOU �-j1f� D '+ 6- Kit NLI_ ASW- WANTS SEE YOU SIGNED Ufl sal 48003 SS10N r The Town of Barnstable . o� �ARNSTABLE. Department of Health Safety and Environmental Services MASS. O ''QED +a`0 Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection i 1'j P Location L t u Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: / w V C4.l Piq,,c-, e.1Lr*' an i r.•. k..�,�.� _� f�r c IMF t 7 C"7YL o w r / 14D-�- (4-7 0 1--1 � CAS ►-�.;� `✓ Cb V5 ( ( A;T at �- of t �%trL�1/a �a V1 C Yh, 1 C9,.�,c �, �.1�•\ 1 ►n c. M v S` e N Please call: 508-790-6227 for rem-inspection. Inspected by � �%M✓ l Date I t ...-..r`°.^...-..a��M,.,._..FL..n.,1.n-^.J+ >"'�" J..,.. �.-..n"ti•^+r.wuu^-.._.+r.v�.--.s.V.. ..,,�W.a-..�..w.-..r.y,�.^^+�..m�'�^-+`.e^�..^y... y ^. .. a r �__ _.. .— .... . „ ,q,OFINE n The Town of Barnstable BARNSTABLE.e! Department of Health Safety and Environmental Services ' MASS. 0 i639' �0 . �fo +"' Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice r-" Type of Inspection �'��✓'-r^---�._ Location Permit Number Owner Builder T One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: { 1Q � r�1�> rc �u�. ��, A-'CV Please call: 508-790-6227 for re-inspection. Inspected by .),I Date i 4 r� MAScheck COMPLIANCE REPORT Massachusetts Energy Code ; Permit # ; MAScheck Software Version 2.0 Checked by/Date ; CITY: Hyannis STATE : Massachusetts HDD: 5973 CONSTRUCTION TYPE : 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-8-1998 DATE OF PLANS: 06/08/98 TITLE: Judy Schoonmaker COMPANY INFORMATION: Insul-Pro Insulation Co. , Inc. 206 Adams Street Abington, MA 02351 COMPLIANCE: PASSES Required UA = 578 Your Home = 497 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 225 30.0 0.0 8 CEILINGS 1564 30.0 0.0 55 WALLS: Wood Frame, 16" O.C. 3104 11.0 3.0 238 GLAZING: Windows or Doors 367 0. 300 110 DOORS 60 0 . 070 4 FLOORS : Over Unconditioned Space 1732 19.0 82 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4. 4. Builder/Designer Date J ' MAS'check INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 Judy Schoonmaker DATE : 6-8-1998 Bldg. ; Dept . ; Use ' CEILINGS : [ ] 1. R-30 Comments/Location [ ) 2. R-30 Comments/Location WALLS: [ ) 1. Wood Frame, 16" O.C. , R-11 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0 . 30 For windows without labeled U-values, describe features : ; # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0 . 07 Comments/Location FLOORS: [ ] 1 . Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0. 5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ) Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ) Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8. 0 . DUCT CONSTRUCTION: [ ) All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. The HVAC system must provide a means for balancing air and water systems. r- TEMPERATURE CONTROLS: [ ]' 'Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4.4. MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems. ----NOTES TO FIELD (Building Department Use Only)------------------------- a 12/10/98 21:58 FAX 781 871 0246 INSUL PRO 1002 HAScheck COMPLIANCE REPORT lassachusetts Energy Code Permit # ; 4AScheck Software Version 2.0 Checked by/Date ; CITY: Hyannis ' STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: I or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 12-10-1998 DATE OF PLANS: TITLE: COMPLIANCE: PASSES f Required UA = 522 four Home = 427 Area or Insul Sheath Glazing/Door Perimeter R--Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1106 30.0 0.0 39 CEILINGS 740 38.0 010 22 WALLS: Wood Frame, 16" O.C. 2430 13.0 3 ,0 173 GLAZING: Windows or Doors 367 0.300 110 DOORS 59 0,070 4 FLOORS : Over Unconditioned Space 528 30.0 17 BSMT: 9.0 ' ht/4.5 ' bg/9.0 ' insul. 640 11.0 44 BSMT: 9.01 ht/0.0' bg/9.0' insui . 370 19.0 18 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and. d4.4. Builder/Designer Date 12/10/98 21:53 FAX 781 871 0246 INSUL PRO +iAScheck INSPECTION CHECKLIST Aassachusetts Energy Code KAScheck Software version 2.0 DATE: 12-10-1998 Bldg. ', Dept. ; CEILINGS: [ ] 1. R-30 Comments/Location_^___ C 7 2. R-38 Comments/Location WALLS: [ ] 1. wood Frame, 16" Q.C. , R-13 + R-3 ° Comments/Location_ i WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.30 For windows without labeled U-values, describe features : # Pages Frame Type Thermal Break? [ Yes [ ] No Comments/Location: DOORS. [ ; 1. U-value: 0.07 Comments/Location FLOORS: [ ] ; 1. Over Unconditioned Space, R-30 Comments/Location BASEMENT WALLS: [ 1. 9.0' ht/4.5 ' bg/9.0' insul. , R-11 Comments/Location [ ] ; 2. 9.0' ht/0.0' bg/9.0' insul. , R-a19 ° Comments/Location,, ° AIR LEAGE: [ ] ; Joints , penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. e 0 VAPOR RETARDER: [ ] ; Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and coaling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0 . 12/10%88 21:53 FAX 781 871 0246 INSUL PRO [a 04 P ' DUCT CONSTRUCTION: ] ; All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. The HVAC a system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: ] ; Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4,4. MISC REQUIREMENTS: ] ; Refer to 'ISO CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems. ---NOTES TO FIELD (Building Department Use Only)------------------------- ) 34 i t � , 'I FooE�n� For- 1YV BNari�1tY WaU —I �.� I I I 1 r s� ,o a I Der es T-.VTA'L 3 - T�rnr�� 1 Ti2Tn;l.. L I DGeA'ww y° �A h r'3 O --1 -r— i ` I 1'1eN�D(� JI �io.rM4't:J .y .Vi IL — — — m �p,yv�ln�•pN �Z a ._.........60 ' 9 10 i �ti4r. - -�.� - I -. _....,..... 1 rL•en�..s\ Ve �m••� � 4� STo 12RG C II:'. Scnl>r 9ti - I'd Y Yst m _ it ce J7 I I� 7Btl'— N i SHEWG9E4=— r� r, M -_� ,fY•C � ;vF, V2� � I EM YVLV...IN00 Di r• n _ IA :91 I On �-lllll,� I • fiats:. /ti..-.i'U. . `�\o.N,k?,K rr to� __X.'::^"a1"vA1�CS: .t-'���.."a ti J*_^•Y `....� t-fit.::.. � V4.� r:r,lJ 1 1�! _ -- _....... TL 10.p` ve '1 I \ 1J146 ' Z\46 L�4b LwNf. 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GY" FT Old �T �J►o y�.22 US.E VV I a 2Z ( 23,2 OEA I7— ON NA ILEZ 02 4 go BL o(X U N Q 1 rz v« 7D12-ILL- 10 �Dsj— - EGA WRYCTURa H No 226M CIg Ea I )0 L�� i s i C3EAv D t-A_' LA 1N Ly 5N QAV '00 _T -(o war-, 3� u �« VMc5 —ca �I�- 2 (l 101 F FL USN f'24/ICEP) ol PLAN OF ENO IN 9aRNSTABI E . MASS. I l ( j1 FOR DaVID BRUSH APORo\,AL UNDER THE SL1 VISION II I L.EyvTRL) Ln OT OU N PLIPEp, SCPTEYBEP 11.-93- Ico JO 0 00 � \ 1 \ Oe 1 t. SALE IN FEET I'•100' \` ED-IRO E.KELLEY --- PLAN-MC C BORNST ABLE q<•RO i\k , `t AEC;. L.+NO vA'Oa O•jY YLOVio.O,Y45$. Z-DN E MG � J JINIIICJV w,074• top r,. YINIYUY AAW_A•65.00030.fT,� O I C£RTT FI TNAT r-S PLAN CCKFORY$ ��.s��+t'. )vg+j N7 TM R1E3 e O RML$-ATIONS OF THE � \ �`_�.Y . 'SETT.I.t,19*4 REG.LA,40 SUavEILR r P" 5 0 ,�9 _ _ ;'y�• + .� -10 AD \o T yp1a\ E �� \\ O \5 SJ S' ,G� ..y.. ,•f\`i": � I � e 6. �F. � i 13'\ o ,r\' 1 \10 v I _y. c SIFT. TRUST ,0 �. \ ,..I"�'• ` I I �I'O N 22 - - COTE 7[ 1 .... - - ELIZcaEl- - EaYPBELL r i THE TD.N CF SLRNS%6LE I NEREBT aRTIFY '1,T ��r yA, _ I� TY;.JwO ON OLO JAIL 4NE ORN.N fry LAARO C RLL.E+ Eya-CD SEPT u,19B• +aS e y,6..ITTED M TT,E PLGNNINC I'k . e(yaFrO C«SEPT.17.19E•"0 THE _ aoA93 HAS FAIL E0 TO AZT UPON A I o P%_.w -1 TltlN tTf FQ,RTEIN OAYS THEREOF"TE? u.p.T EREFORE TMC �LA>'IS DEEYEu NOT TO RIA)R>E ,rPPOVAL UNOEP THE yugo ISION CINTROL LA. - IOT^ t.Ri� oaT2 -. - r 0 30 -- ROUTE !� H1GHwAY y MID-c�.PE �r rr N CLEAT Lx,s - uAP 277 P,. CEL -1 -LL— �E$ST L•+OE F"r-OrNER PEF- l�C '.'JUaT `'y.FIPYCTION )E9Q9< - • 100. _ TLITY BARNSTABLE. MA CONTOURS PLAN REFERENCE 1 102 CLUSTER 00 98 EXISTING - - - - - - - 120 PLAN BOOK 389 PAGE 12 1 102 FINAL 12,4 ASSESSOR'S MAP:. 277 q50�01� �� �o -r (06 LOT: 33 /. TEST 1/0 14 - "�� TACK REQUIREMENTS P��� 1/6 SETBACK ® / l20 N (9'�cr ZONE RG Q) /� !22 N MINIMUM AREA - 65.000 sf o \ / 124 MINIMUM FRONTAGE - 20 ft / e--LOCUS FRONT SETBACK - 30 ft / SIDE SETBACK - 15 ft LOCUS MAP REAR SETBACK - 15 ft iG� /• / LWERGRO(M NOT TO SCALE Z �_ / N OF Mq / UTLITY LIDS ROBERT ---PROPOSEDyJ �L � A• � --- � 26 8RAMAN wEL �O No. 8942 F6ISTER�� az tttb6! sa I �� � a4 ua ad s �p as ,n 1w4 � G a o ® p22 (�1 / ' iN - I ..ate PRO DOSED 424 G A E 5 WBE LING i / I / Tor �1Dr' •a q ft X GALL 2 Y p0 OAF SS��yG ` s / y\ 1I4 lfA 0 VD0 U. ll6 6g o COUGHANOWR a as .a r s n 8� p 19 93 0 GfLLON 'a' l l I T N! 12 0 �� SI T A R� �',� �' 124 11 G V w 122 12 ' V +zz pew 126 8 1303 13 . 140 SITE & SEWAGE DISPOSAL SYSTEM PLAN a�� 136140138 l 136 A OS ac�+- FOR PROPOSED DWELLING __— �-- _ - Af7 1 � JUDITH SCHOONMAKER p° 2/ � �-�-� �4 at LOT 21 OLD JAIL LANE BARNSTABLE. MA p' p° ECO—TECH ENVIRONMENTAL PLAN � � P, � 41998 43 TRIANGLE CIRCLE SANDWICH MA 02563 SCALE.,i i) • 80 ft ETE-459 APRIL 13. 1 I/2 f12 THIS PLAN IS TO BE CONSIDERED A DRAFT_ PLAN UNLESS IT - "'"- PL A N - 124 BEARS THE STAMP AND SIGNATURE OF THE DESIGN ENGINEER -- ORIGINAL PLANS INTENDED FOR SUBMITTAL TO THE BOARD - SOLE: I in = 40 f t NFAI - DESIGN CALCULATIONS NOTES DESIGN FLOW: 5 BEDROOMS X 110 GPD - 550 GPD 1) -GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN SEPTIC TANK: 550 GPD X 2 DAYS - 1100 GALLONS - 2) ALL LINES TO BE SCH 40, PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM, INSTALL 1500 GALLON SEPTIC. TANK. 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS DISTRIBUTION BOX: USE 6 OUTLET D-BOX OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) SOIL ABSORBTION SYSTEM: A 41.5 fi x 13 fi x 2 fi LEACHING GALLERY CAN LEACH 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING .FOR SYSTEM. Abot - ( 41.5 x 13 ) - 539.5 sf A s d w - ( 41.5 + 41.5 + 13 + 13 ) x 2 - 218 sf 5) DESIGN ENGINEER TO INSPECT EXCAVATED AREA FOR SOIL CONDITIONS AND DEPTH Atoi - 757.5 sf TO GROUNDWATER PRIOR TO PLACEMENT OF LEACHING GALLERY. UNSUITABLE SOILS Vt 0.74 x 757.5 - 560.6 GPD ENCOUNTERED WITHIN SOIL REMOVAL AREA ARE TO BE REMOVED DOWN TO THE CLEAN SAND STRATUM AND REPLACED WITH CLEAN MEDIUM SAND COMPACTED TO Uc.E A 41.5 fi x 13 ft x 2 fi GALLERY. Vt - 560.6 GPD > 550 GPD REQUIRED MINIMIZE SETTLING. 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0- BEFORE PITCHING DOWN SOIL TEST L 0 G DATE OF TEST: MAY I. 1985 ENGINEER: EDWARD KELLEY 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES WITNESSED BY: JAMES CONLON. HEALTH AGENT AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT GROUNDWATER ENCOUNTERED TEST PIT I PARENT MATERIAL: PROGLACIAL OUTWASHI PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. +- PERC AT in 2 MIN/INCH IN C,.SOILS Wrl 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. EL-EVATION - - 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL DEPTH Sol STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH (NCHES) HORrLON SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING 0-36 WOOD LOAM SUBSOIL 36-loa MEDIUM TO FNE SAND LEACHING GALLERY - 108-66 COARSE SAND CONSTRUCTION DETAIL LEACHING UNIT STONE s'-5-x 5'-2-x 2'-9- 2 ft EFF. DEPTH 41.5 ft FLOW PROFILE - TOP OF FOUNDATION RAISE COVERS TO WITHIN EL - 138.0+— 6 in OF FINAL GRADE 4 ft 8.5 ft 4 fr 8.5 ft 4 ft 8.5 ft 1,4 ft ' D BOX MAX 2 1/2YER OF 1/8' 41.5 f t /3- DROP - g FLOW LINE 3/4'-I I/4' lo-u PRECAST STONE SITE & SEWAGE DISPOSAL SYSTEM PLAN 48' B A BAFFLE DRYWELL BAFFLE 6 in BOTTOM OF _� _ FOR PROPOSED DWELLING 127.50 STONE SOL ABSORPTION L BASE 127.30 LEACHING SYSTEM 7 5 6 in STONE BASE 127.46 , 7 o GALLERY JUDITH SCHOONMAKER 12 .7 2 O 1500 GALLON (END VIEWS J125.00 s.00 f, LOT 21 OLD JAIL LANE BARNSTABLE. MA 14 ft SEPTIC TANK 3 ft lz a) 8 f1 13 ft - 0 in 2 f, y ESTMATED ECO-TECH ENVIRONMENTAL SEASONAL HIGH 43 TRIANGLE CIRCLE SANDWICH MA 02563 GROUNDWATER ETE-459--1 APRIL 13. 1998 1 12/2 98 l00/ � BARNSTABLE. MA CLUSTER i .98 CONTOURS PLAN REFERENCE Abe' 2� 1 low /-7— 00102 EXISTING - - - - - - - 120 PLAN BOOK 389 PAGE -12 A5000 /06 o FINAL 124 ASSESSOR'S MAP: 277 1O6 TES / //014 a 33 PIT�� / P�-H OF 1�gSS o 116 - 9� SETBACK REQUIREMENTS �`� 90 10 o= DAVID `� ®�/ �h122 N , ZONE RG z COUGHANOWR -a / / / 124 MINIMUM AREA 65.000 sf v #1093 0 - WELL /. MINIMUM FRONTAGE 20 ft FRONT SETBACK - 30 ft S'C e—�ocus SIDE SETBACK - 15 ft REAR SETBACK - 15 ft ETA �GF LOCUS MAP (c.e l s �1q�' UNDERGROUND A ,c UTILITY LINES -NOT TO SCALE 2 OF ROBERT tiG 12 BRAMAN A Noj 89 94 / / 000 J�17 / \ 0 SUR`��� °O 102 CL�r % ♦tom ae as AV" r aN I As o ao oe °e o as H ` C ` � 2 N /crRcaaa�o Pao OSE04M urzrrr Ltes \ G E EL- DWE LING 0+, -Top 415 i x l3 rt x rt 'aa D-80 `J a LE CHNG GALL RY //0 ao 112 I /04 t LqN s \ 11 T rr x f, 2 Q 120 RESER no A04w L 124 AREA ,a na � ,b ao 0 122 12 ` ce 126 ! 138 1 13 140 az 4 � ws 136140 /38"" � 1 SITE SEWAGE DISPOSAL SYSTEMPLAN 136 AR A 0-5 d +- FOR PROPOSED DWELLING ____ 134 _ - /34 a ` i 132 JUDITH SCHOONMAKER \ s LOT 21 OLD JAIL LANE BARNSTABLE. MA � L 2 /� / 0 ECO-TECH ENVIRONMENTAL - '° a PLAN 128 43 TRIANGLE CIRCLE SANDWICH MA 02563 a „ PLAN SCALE: 1 in = 40 ft 126 ETE-459 APRIL 13. 19981 1 1/2 SCALE.-in - 80 rf lie 124 THIS PLAN IS TO BE CONSIDERED A DRAFT PLAN UNLESS IT BEARS THE STAMP AND SIGNATURE OF THE DESIGN ENGINEER ORIGINAL PLANS INTENDED FOR SUBMITTAL TO THE BOARD OF HEALTH WILL BE SIGNED IN BLUE AND STAMPED IN RED. - - DESIGN CALCULATIONS NOTES DESIGN FLOW: 5 BEDROOMS X 110 GPD - 550 GPD 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DES-TGN SEPTIC .TANK: 550 GPD X 2- DAYS - IIOO .GALLONS 2) ALL LINES TO BE 'SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. INSTALL 1500- GALLON SEPTIC TANK. 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS DISTRIBUTION BOX: USE 6 OUTLET D-BOX OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) SOIL ABSORBTION SYSTEM: A 41.5 ft x 13 ft x 2 ft LEACHING GALLERY CAN LEACH 4) INSTALLER TO- VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES - ---- -- - - BEFORE EXCAVATING FOR SYSTEM. Abot - ( 41.5 x 13 1 - 539.5 sf Asdw - ( 41.5 • 41.5 * 13 13 ) x 2 - 218 sf 5) DESIGN ENGINEER TO INSPECT EXCAVATED AREA FOR SOIL CONDITIONS AND DEPTH Atot - 757.5 sf TO GROUNDWATER PRIOR TO PLACEMENT OF LEACHING GALLERY. UNSUITABLE SOILS Vt 0.74 x 757.5 - 560.6 GPD ENCOUNTERED WITHIN SOIL REMOVAL AREA ARE TO BE REM6VED DOWN TO THE CLEAN SAND STRATUM AND REPLACED WITH CLEAN MEDIUM SAND COMPACTED TO USE A 41.5 ft x 13 ft x 2 ft GALLERY. Vt - 560.6 GPD > 550 GPD REQUIRED MINIMIZE SETTLING, 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 7) LINES EXITING D-BOX TO RUN LEVEL FOR 2•-0- BEFORE PITCHING DOWN SOIL TEST L 0 G DATE OF TEST: MAY I. 1985 ENGINEER: EDWARD KELLEY 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES WITNESSED BY: JAMES CONLON. HEALTH AGENT AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK NO GROUNDWATER 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT TEST PIT I PARENT MATERIAL: P OGLACIALDOUTWASH PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. — _ PERC AT in 2 MIN/INCH IN C SOILS - 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. ELEVATION 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL DEPTH SOL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH WCHES) HORIZON SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING 0-36 WOOD LOAM Q SLIBS04L 36-108 MEDIUM TO FINE SAND LEACHING GALLERY 108-156 COARSE SAND CONSTRUCTION DETAIL LEACHING UNIT STONE S'-2-x 2'-9' 2 fr EPP. DEPTH 41.5 f I c FLOW PROFILE TOP OF FOUNDATION RAISE COVERS TO WITHIN 6 In OF FINAL GRADE - EL - 138.0+- 4 fr 8.5 ft 4 fr 8.5 ft 4 fr 8.5 ft 4 fr 2" LAYER OF I/8' 41.5 f t 1 D BOX MAX 1/2'i Ti,- - �3• DROP FLOW LINE 3/4'-I I/4' 1°- = ,�- BAST STONE 48 cas SITE & SEWAGE DISPOSAL SYSTEM PLAN te DRYWELL 6 in BAFFLEBOTTOM OF FOR PROPOSED DWELLING L 1275° STONELEACHING SOS ABSORPTION NOW BASE \127.30 SYSTEM 6 in STONE BASE 127.4e GALLERY JUDITH SCHOONMAKER 127.75 - 127.00 1500 GALLON5•00 `' LOT 21 OLD JAIL LANE BARNSTABLE. MA (END VIEW) J12S.00O - 14 ft SEPTIC TANK 3 ft a)c 1 3 r ft 13 fr - ° - ECO-TECH ENVIRONMENTAL ) 2 fr 9 ESTIMATED SEASONAL HIGH 43 TRIANGLE CIRCLE SANDWICH MA 02563 GR"DWATER - - ETE-459 APRIL 13. 1998 2/2