Loading...
HomeMy WebLinkAboutRoof Mounted Solar System 2015 Now Field Inspection Notice Town of Montville Building Department 860-848-3030 Ext.382 Address: 10 Partridge Hollow Road Job Description: Install a 9.9kW Roof Mounted Solar System Permit Number(s) E2015-0135 Permit Date: June 3,2015 Not Approved Approval INSPECTION Date: Comments Special Date Conditions . . Final inspection and • • certificate of approval • 06/26/15 VV **NOTE** After one re-inspection additional inspection fees payable prior to re-inspection,are as follows: Residential inspections(except SFR C/O&SFR Additions C/O)-$10.00 SFR and Additions C/O re-inspections -$10.00 Commercial re-inspections(except Certificate of Occupancy- $25.00 Commercial Certificate of Occupancy- $50.00 Rev.Date:1/18/06 Page 1 of 1 Page 1 of 2 Request Detail Request Number: 2538513 Print Contractor Customer Customer Name COWEN III,SHERRY T Address 10 PARTRIDGE HOLW OAKDALE, CT 06370 Phone (860) 848-4661 Other Job Location Building Number 10 Street PARTRIDGE HOLW Town, State. Zip Code MONTVILLE/OAKDALE, CT Cross Street Job Status / Prerequisites Status Date Completed Interconnection Application Received Completed 6/6/2015 Municipal Inspection Completed 6/26/2015 Job Assignments Technician Assigned Rossi, Gidget Area Work Center (AWC) New London Area Work Center Technician Email rossigm@nu.com Technician Phone (860) 665-6216 Job Schedule Work Request submitted by BRIANBONNER Request created on 06/06/2015 Scheduled Start Date Not Available Customer Requested Date 06/12/2015 Completion Date Not Available Meter Information Job Information Service Type Dist Resources Cat 1 Interconnection https://www.eversource.com/c1p/wms/requestdetail.aspx?cd_wr=2538513&st rgmt=UNA... 6/26/2015 Page 2 of 2 General Remark Customer is the primary contact Meter Number 893372632 Pole Number 61 Circuit Number 1Q03 Requested Date 06/12/2015 Work Required Code Cat1 < 10KW No Witness Test Customer Type Residential Inspector Remark 06/26/2015 - VERNON VESEY Approved Request Note: If the work request is canceled, please contact the Clearing Desk toll-free at 1-888-544-4826 (1-888-LIGHTCO) .a Approve Fail 9 Add Remarks BACK https://www.eversource.com/c1p/wms/requestdetail.aspx?cd_wr=253 8513&strgmt=UNA... 6/26/2015 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860)848-3030 X382 FAX. (860) 848-7231 ELECTRICAL PERMIT Permit Number: E2015-0135 Date: 03-,dun-15 Map/Lot: 028/005-079 Owner ID: 5362000 Project Location: 10 PARTRIDGE HOLLOW Unit: Job Description: InstPIL 9Jc LRQofMountedSolax_SYsfem Owner Nam Sherry Timgthv Gwen a AC Frances Cow_eD Tenant Name N/A Careof: 10 Pnrtriciri Hollow _Oakdale CT 06370- Telephone: (860)961-9025 Applicant Name Jnsenh Bonner Telephone: 18.601848_8539 DBA: Bonner Electric Inc. Uc/Reg Type E1 Lic/Reg N 107976 1865 Norwi s-i_ . •.inn Take. Exp Date: 30-Seo-15 Ilncasville CT 06382- (_nnStN_Ctim unr". Permit Foes Qonstntr:fron Inforroatinn Building Value: 50.00 Building Fee: Use Group: IRC Plumbing Value: $11.00 Plumbing Fee: Code: 2005 State Building Code Mechanical Valu $0.00 Mechanical Fe !OD— Electrical Value: S37.46Ci.00 Electrical Fee: $ 56.00 Construction Type IRC Total Value: $37-&6 Qo Penalty Fee: S0.00 Permit Code: R4 C of 0 Fee: MOO_ Comment Plan Review Fe A&61L State Ed Fee: $9.74 Total Fee Paid: $511.34 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test ❑ Deck Piers R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed LI Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation 0 Certificate • Approval e if'••te of Occupancy Building C)ffic iaPs Annrosol; Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860=848-3030; Ext382 Uncasvilie, CT-06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: Type of Work Occupancy Type Permit Type ❑ New Construction ❑Single Family ❑ Building ❑Addition ❑Two-Family ❑ Plumbing 0 Alteration ❑Townhouse ❑ Mechanical ❑Accessory Structure ,'Electrical CRS#: Property Address: G«_ QJ/! - •Vc7/.. (Number) (Street) (Unit) Job Description: � �� C1. 9 ' r -� Owner: Address: r".i" 'f9 )•=4 fir/ City: �l z.C/0 dd State: ( / Zip Code: C 617(3 Telephone( ) - Applicant: Jose/3A DBA: /go-,o),J� s �GLG 4i✓2f• • Address: %gG 5 i'/, e4-urs )J' City: ilrcl1:-e)-t- P State: Zip Code:GZ--55�. Telephone(cYe.,o ) 8 4 - d'S j9 Contractors - Complete the Following: License Type: / / License No.: /b y 7/, Expiration Date: 913Z.V.Yo4j— I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. By checking this box, I will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requirements in chapters 33 through 42 of the Residential Code. Owner/Agent Signature: .;t,,, L J' ;s ',/).- , , ; �. Date: Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: I '/(,(, Electrical Fee: 4Sc.E-OD Total Value: Penalty Fee: C of 0 Fee: Plan Review Fee: qt. IJIO State Ed Fee: -79 Total Fee: S l I- 3y qZcvised August 23,2007 Town of Montville Building Department File Receipt Date: 20-May-15 ReceiptNo: 10356 Received From: Bonner Electric Job Address: 10 Partridge Hollow Road Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $511.34 State Check: $9.74 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $37,466.00 Demolition Value: $0.00 CheckNo: 44524 Received By: Carmen Kneeland NA KAY\ (Y`, STATE OF CONN CTICU DEPARTMENT OF CONSUMER PROTECTION ELECTRICAL UNLIMITED CONTRACTOR JOSEPH P BONNER 776 OLD COLCHESTER RD UNCASVILLE,CT 06382-2015 LIC./REG NO. EFFECTIVE EXPIRES ELC.0102976=E " f 10/01/2014 ,„t..'~� : 09/30/2015 SIGNED 'r,, Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining all of the required approvals. No 'emit will be issued until all the re.uired si.natures are obtained. /(). Property Address `JcS. Defscnption .r 4 1,�.�f✓� %/2 rpt Required Department Permit Issuance Approval Approval Tax Collector �-�— ''Jcz° /'f Signature/date Comments: ® Planning & Zoning — S./z-, It i Signature/date Comments: ® Fire Marshal ' /A;%/ Si nate e/date Comments: ❑ Health Department Required for properties with private septic or well Comments: WPCA, Administrative Required for properties on sewer Signature/date Comments: ❑ WPCA, Operations When Required by WPCA Signature/date Comments: [ Department of Public Works Required when project includes driveway work or certain drainage requirements Signature/date Comments: ❑ Montville Police Department Required for all permits EXCEPT one and two family residential Signature/date Comments: ❑ State Dept. of Transportation Required for Structures over 100,000 sq.ft or with more than 200 parking spaces-Official copy of STC Certificate of Operation required—per CGS 14-311 Signature/date Building Department Review Complete Signature!date Revised May 23,2011 Enphase®Microinverters Enphase® M250 (, 1, 4 111 The Enphase® M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage® Cable, the Envoy® Communications Gateway', and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE -Optimized for higher-power - No GEC needed for microinverter -4th-generation product modules - No DC design or string calculation - More than 1 million hours of testing - Maximizes energy production required and millions of units shipped - Minimizes impact of shading, - Easy installation with Engage - Industry-leading warranty, up to 25 dust, and debris Cable years [e] enE N phase® sA® E R G c us Enphase®M250 Microinverter//DATA INPUT DATA(DC) M250-60-2LL-S22, M250-60-2LL-S25 Recommended input power(STC) 210-310 W Maximum input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A OUTPUT DATA (AC) @208 VAC @240 VAC n. Peak output power 250 W 250 W Rated(continuous)output power 240 W 240 W Nominal output current 1.15 A(A rms at nominal duration) 1.0 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range* 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles ,,, APV, EFFICIENCY CEC weighted efficiency 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted, reference EN50530) 99.4 % Night time power consumption 65 mW max MECHANICAL DATA Ambient temperature range -40°C to+65°C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm (without mounting bracket) Weight 1.6 kg(3.4 lbs) Cooling Natural convection - No fans Enclosure environmental rating Outdoor- NEMA 6 Connector type M250-60-2LL-S22: MC4 M250-60-2LL-S25:Amphenol H4 FEATURES Compatibility Compatible with 60-cell PV modules Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable. No additional GEC or ground is required. Ground fault protection(GFP)is integrated into the microinverter. Monitoring Enlighten Manager and MyEnlighten monitoring options Compliance UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91, 0.4-04,and 107.1-01 *Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, r 1 enphase® visit enphase.com LJ E N E R G Y ©2015 Enphase Energy.NI rights reserved.At trademarks or brands in this document are registered by their respective owner. MKT-00070 Rev 1.0 8 7 6 5 4 3 2 1 Imo 00 D we, D o illto r• T S -I MO r R - iiir MIL_ AA AIIR i 4 4. !y \I alf •• B B a 11 UTILITY C'S,_. ',NEC l-- NET MCTEn A ,r, ^".'.-'�.- RELEASED FOR APPROVAL A r SHERRY COWEN 10 PARTRIDGE HALLOW RD. OAKDALE, CT. 06382 ellM“SITE PLAN LI 8 7 6 5 4 3 2 1 • 7 I 6 I 3 2 I 5 l 4 I ....... i i _I_I1 — I .060. CLAP PET ter ovat /;41,11/0 D D TiAGIL 6 @ ( 3-06'S I-ID GRD (M)ilo6=-SOF 1 wo ICICLE SOL.WU Sven - `- 1I-_ I 1 i , imRw mzR ARRAY MOUNTED ON GARAGE ROOF 12-275W MODULES WITH MICRO INVERTERS 3-012•S 1-212GRD C TD¢n C 3-26'5 1-08 ORD I • i " 1 TYPICAL2 i IVMETER IC 0SCOACCT i e-- 1it M .tel PV AMUSSS .; 1 `mea vna0 NM .Th -_ I --- / avrats __ Sur Ae DOMO. I(Mrl kine B I —aa ROW f0rruin "N MIL KM POP IC. B I i m LOCATED MDT epi MPS Kw PET i i TED i TYPICAL R 12 , i rRa (lb a�vin® �: .F7.0,.. 1 St INA _ FES c ry iouc row es — snore VDU sverl TO CUSTOMER uua ! - — El MI MI MIj i -_ �` 1 1 A f 1 keV 1 RELEASED FOR APPROVAL A ARRAY MOUNTED ON HOUSE ROOF SHERRY COWEN 24 -275W MODULES WITH MICRO INVERTERS 10 PARTRIDGE HALLOW RD. v` "` OAKDALE, CT. 06382 SOLAR DI" .�.e` ONE-LINE la Trate 5-14-15 8 I 7 I 6 I 5 T 4 I 3 I 2 1 JPH 1— 1 TRANSMITTAL LETTER BONNER ELECTRIC, INC. 1865 NORWICH-NEW LONDON TPKE. P. O. BOX 366 UNCASVILLE,CT 06382 DATE: May 29, 2015 (860)848-8539 (860)848-4279 FAX ATTN: David M. Jenson CT LIC. 102976 RI LIC. A0228 RE: 10 Partridge Hollow, Roof Mounted Solar TO: Town of Montville, Building Department 310 Norwich New London Turnpike Uncasville, CT 06382 WE ARE SENDING YOU X'I Attached ❑ Under separate cover via the following items: ❑ Shop drawings l Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order COPIES DATE NO. DESCRIPTION 2 5/29/2015 One Line Drawing— 10 Partridge Hallow Road, Oakdale, CT 2 5/29/2015 Site Plan— 10 Partridge Hallow Road, Oakdale, CT 2 5/29/2015 Engineer Correspondence— 10 Partridge Hallow Road, Oakdale, CT THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections REMARKS: Please find attached the documents to support the permit application for 10 Partridge Hallow Road. Signed i ilufar Ramji If enclosures are not as noted,kindly notify at once. I RECEIVED MAY 2 9 2015 BUILDING DEPT. k • 8 I 7 I 6 I 5 4 I 3 2 1 1 -- CLIP NET NETER ter num ,i;t1,11/6 TYFIViL OF a , ' 3-06'D 1-38 GRP / D swLa �mnt was seem i I -�- � ' 1111 acmes L m.M rRwsa svlra i 0 I -) ARRAY MOUNTED ON GARAGE ROOF 12-275V MODULES WITH MICRO INVERTERS 3-e12•S 1-312am C C 3-36'3 1-Re ORO —NI, MA) 4 I frYpplL Dr a _7_,1-42...... - - , I C 031.9KR • . e.._. w icrol ;. I I NM (M) Mt MERLEPM . `SOUR NOLO svne -;: _— I E0.M K COOP. °Mn ZER B L I 3&a M,»; B I j LOWER kW RILL DUDS TO CUP NET cru I I OETER Irn./Dr a __ :: I D.vEcru410 ouLaeED i R i 1Ee unmwE jry;IRDDUI[ I Nva ES R MU SVV3 In=MEN lW E j - 11.1 - - 1.11'OM . -.— I J I A I i SFV 1 L — — — — — — — — — — — _J B. RELEASED FOR APPROVAL A ARRAY MOUNTED ON HOUSE ROOF SHERRY COWEN y 24 -275W MODULES WITH MICRO INVERTERS 10 PARTRIDGE HALLOW RD. f.. OAKDALE, CT. 06382 SOLAR ONE-LINE I'S 8 I 7 I 6 5 T 4 3 1.' 5-14-15 2D �.�. I JPM I 11 8 I 7 I 6 I 5 j 4 I 3 2 I 1 11_1_1 _ J _ , ., WM jPPPPPP.a a _ I a w s 1 M 66n 1 I .r KM. I \ fYAR VML.N[n I 1J I _. __._._.— __ =La=La _ I 1_ I I 'SLUR• MEMO m o I I MIARRAY MOUNTED ON GARAGE ROOF 12 -275W MODULES WITH MICRO INVERTERS 3-012'S 1-112GR6 C C 3-06'a 1-116 CRO ) ft1 n ♦ I mr�a� I Km CT M!Td 1 1111 rem (M) e ._RCM ifiolLO arra —1 1 .6 I K acrza B L J I -OP s u nn,�. as ROA '16M�Na lap no. 200.CJ 1c. B I j m CLIP1O„F.KV MA 111132 PET I I PAM. j row.a s I own eru�-in wad o Inc n % 1 311 1101 OCILOLPE � rro�.avm R_ MON I= Mil III IM -1- -..-- `. Ia•°M°T°ERT°ER Ij j 1 A j Mr114=FM j kEV 1 L._—__------------------------------J .41,” RELEASED FOR APPROVAL A ARRAY MOUNTED ON HOUSE ROOF 1,4-L. SHERRY COWEN 24 -275W MODULES WITH MICRO INVERTERS w 10 PARTRIDGE HALLOW RD. .,,•`"""4,7“........ OAKDALE, CT. 06382 SOLAR D,"" I ONE—LINE I °"'O 5-14-15 .., p� JP!! 1.., 1 8 I 7 I 6 I 5 T 4 I 3 I 2 I 1 - 7 6 5 4 3 2 1 Imo vv 1 D 2 D Ilk. ow misp lair Iwo . C • 5A. • B B F-y _ it, " -., .,,-----4-- L- 11 \,,,it UTIL 'Y L' •:-- ''iAECT A NET METE- BE k__ RELEASED FOR APPROVAL A SHERRY COWEN 10 PARTRIDGE HALLOW RD. OAKDALE, CT. 06382 eTIIIII..�SITE PLAN LI 8 7 6 5 4 3 2 1 ° 7 6 5 4 3 2 1 Ioo 00 i D # D 4. H___;_....-2 IT ,...-.---,r----1 C C ..w ,.4 t \ 1 • B I` B OM 11. l'''' ` UTI ECT - '.dCT kli r, A __ RELEASED FOR APPROVAL A SHERRY COWEN 10 PARTRIDGE HALLOW RD. OAKDALE, CT, 06382 ' SOLAR elikW"SITE PLAN la 8 7 6 5 4 3 2 1 Am!.lik4 ea enE nears T.:. •rn '- ''`'z?,'. -.le B ail:rny •.artment REVIEWED "''1P Ct ;14,7 COMPLIANCE May 21, 2015 Naito .)..0true. a,. 3 permit for, 1K Yal •;• a.:y v iolat',1 of the provisions Mr.Joseph Bonner Mlhe Ccnr ng Code Bonner Eletric I d Ccpy ' , File copy 1865 Norwich-New London Tpke —' z /l Uncasville, CT Re: Structural Engineering Analysis Existing Roof Framing 10 Partridge Hollow, Oakdale, CT e2 engineers (Engineer) has conducted a structural engineering analysis of the existing roof framing for the single family residence located at 10 Partridge Hollow, Okadale, CT. The Engineer conducted a field visit to the wood framed house on May 20, 2015. Access to the existing roof framing was obtained from an attic hatch. The existing roof framing is composed of metal plate connected wood truss spaced 24" o.c. The Engineer conducted a structural analysis of the existing trusses using the existing dead loads of the roof and ceiling finishes and the new additional weight of 5 psf from new solar panels. Based upon the calculations performed by the Engineer the existing roof framing has a live load capacity of 30 psf (with the solar panel loads) which meets or exceeds the Code required snow load and is therefore structurally adequate for the additional 5 psf load from the proposed solar panels. If you have any questions or wish to discuss the findings of this letter please contact e2 engineers. voysnw Very truly ypt,rs, �.�``� 'P� ;'`''... i Chad H. Vogt, P.E. Principal , �z engir-iaar-s tatefredt New London, CT 06326, , ph. 860.437.3259 g I n(_--+' a 1 C co M Ix. 860.437.3194 4114 ea engineers May 21, 2015 Mr.Joseph Bonner Bonner Eletric 1865 Norwich-New London Tpke Uncasville, CT Re: Structural Engineering Analysis Existing Roof Framing 10 Partridge Hollow, Oakdale, CT e2 engineers (Engineer) has conducted a structural engineering analysis of the existing roof framing for the single family residence located at 10 Partridge Hollow, Okadale, CT. The Engineer conducted a field visit to the wood framed house on May 20, 2015. Access to the existing roof framing was obtained from an attic hatch. The existing roof framing is composed of metal plate connected wood truss spaced 24" o.c. The Engineer conducted a structural analysis of the existing trusses using the existing dead loads of the roof and ceiling finishes and the new additional weight of 5 psf from new solar panels. Based upon the calculations performed by the Engineer the existing roof framing has a live load capacity of 30 psf (with the solar panel loads) which meets or exceeds the Code required snow load and is therefore structurally adequate for the additional 5 psf load from the proposed solar panels. If you have any questions or wish to discuss the findings of this letter please contact e2 engineers. Very truly yo irs, • ��`` 0okli '-!!ii-ci"%. "k•/4.43-s--�i."gin` %^"C` ( jT,<- � " !ted.43-s- ���,,,,q.7-."`-�� % I. s.....0\ t„D.,.„.. ,,,, .„. Chad H. Vogt, P.E. ,,f{„�f' Principal '''i:;: sz engineer—s Stale, reef z. New London, CT 0632* ph. 860 437.3259 -0 a rig I f G—y' (—y f-.. C O M (x. 860.437.3194 ` ' Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: I / / Job Address: `�� d`1 e l7 o//o e/� Job Description: D`(>6.1 44„tr v1�� Sc ! c ss/ /17 - Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit application not completed Site Plan required Permit fee due$ Site Plan does not match the building plans Permit fee to be calculated Finish floor elevation not indicated Worker's comp.affidavit or worker's comp.certificate to be submitted Distance from the property line(s)to the structure not identified Copy of contractor's registration or license required Structure dimensions not provided Construction permit sign-off sheet required with appropriate approvals,it shall Existing and proposed contours are not provided or insufficient be the applicant's responsibility to obtain the required signatures Footing drain discharge not identified Affidavit required from the holder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply for a permit with their information Delineation of flood hazard areas and design flood elevation is required per • Provide supporting documentation to show compliance with the 2009 IECC section R106.1.3 (uavn'.enererc•odes.&'nr)OR s/ra//meet the regrrirenrents of Table A'1102.1 Private sewage disposal system to be identified along with all technical and soil based on climate zone 5 in Table N1102.1 data as per section R106.2.1 Two sets of construction documents required, this includes all engineering Grading is to slope away from the building,provide more detailed information data,calculations and all other documentation(R106.1) Plan submitted is not the same plan that has been approved by the Zoning Documents are copyright protected,provide original plans or a letter from the Department and/or Health Department designer authorizing the duplication of the plans Retaining wall—construction documents required Field set of the approved construction documents are required to be picked up Retaining wall documents required to be stamped and signed by a Connecticut from our office and must be available on site during all inspections Registered Professional Engineer / Construction documents shall be of sufficient clarity to indicate the location, V nature and extent of the work proposed as per section R106.1.1 FOUNDATION Construction documents do not match the orientation of the structure on the No plans submitted or insufficient information site plan Dimensions required Wall thickness not identified WIND LIMITATIONS Footing size not identified Submit supporting data to show conformance with the wind limitations in table Frost protection not identified or is insufficient R301.2(1)as determined from Appendic R of the 2013 CT supplements. Column type,size,spacing not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Waterproofing details not provided or insufficient Engineer Pier type,size and anchor details not provided or insufficient Braced na/ls not identified on the construction documents or are insufficient Foundation reinforcement bars required,size and location are not shown or Braced wall calculations required specified Documents required to be stamped and signed by a CT registered Professional Engineered foundation plan required Engineer if based on ASCE 7-02 or WFCM chapter 2 Crawl space ventilation,location,type and size not provided or insufficient Ridge connection not identified or insufficient Crawl space access,location and size not provided or insufficient Roof-to-wall connection not identified or insufficient Wall-to-wall connection not identified or insufficient WINDOWS&DOORS Wall-to-sill connection not identified or insufficient Door sizes not identified Provide engineering data for the piers to resist gravity,lateral,shear and uplift Window size&type not identified loads,stamped and signed by a CT licensed design professional Window header size not identified or insufficient Hold-down devices,location and type not identified or insufficient• Door header size not identified or insufficient Foundation anchor spacing not identified or insufficient Construction documents do not match the engineering data submitted GARAGE and CARPORTS Cold-formed steel framing shall comply with the requirements of one of the No plan submitted or insufficient information provided following standards:ASTD1 A 653:Grade 33,and 50(Class 1 and 3),ASTM Buildin section required 792:Grade 33,and SOA or AST,11 4 1003:Structural Grade 33 Type Ii, Opening protection between the garage and residence is not identified or and 50 Trpe I/ insufficient per section R309.1 Separation between the garage and the residence is not identified or insufficient per section R309.2 Detached garages shall be separated from dwellings on the same lot as required by section R309.2 with opening protection as required by section 309.1 when spaced 10 feet or less from the dwelling. ELEVATIONS No plans submitted or insufficient information Plans do not match the floor plans Finish grade not identified or does not match the site plan Building height(s)not identified Dimension height of chimney Roof pitches not identified Rgvised0kfarch 18,2014 Town of Montville Building Department • STAIRS SHEDS Stair not shown Frost protection is required and is not shown Stair width required to be minimum of 36"above the required handrail height Exceptions Tread depth not identified or insufficient(9"Minimum depth required) 1. Protection of free standing accessory structures ivitlt an area of Riser height not identified or not to code(8'/."Maximum 4"minimum) 600 square feet(56 ant)or less, of light framing construction, Riser opening can not allow the passage of a 4"sphere with an cave height of 10 feet(3048 man) or less shall not be Nosing required for closed riser stairs required.(R403.1.4.1) Winder stair—detailed plans required 2. Protection of free standing accessory structures with an area of Spiral stair—detailed plans required 400 square feel(37 nr2) or less, of light fanning construction, Guardrail detail not provided or insufficient detail with an care height of 10 feet(3048 taut) or less shall not be Handrail detail not provided or insufficient detail required(R403.1.4.!) Ground anchors are required—provide information and details Headroom height not identified or insufficient 36"landing out from bottom step for the full width of the stairs is required 36"landing required at the top of the stairs POOLS/HOT TUBS Frost protection required,provide details and connections Provide information and details for barrier Gate cats not swing out over stairs FRAMING Gate required to swing away from the pool area Stud size and spacing not provided or insufficient Sidewall support brackets required to be protected by a barrier, provide Sheathing type not provided or insufficient information and details Plans required showing joists,beams and openings Gates to self-closing and self-latching Doors from residence required to be alarmed OR self-closing,self-latching Bearing partitions not provided or indicated Framing direction not indicated or unclear Pool pump receptacle dimension from the pool wall is required—show location on plan Beam span&size not provided or insufficient General purpose receptacle required min. 10 ff Joist span,size&spacing not provided location on the plan p ( max 20 ft from pool)—show Joist's over-spanned Wiring type not identified or unclear • Beans over-spanned Wiring method not identified or unclear Provide design data for all unaligned wall and floor bearing points Burial depth not identified or unclear Point loads not identified on beam data Bonding requirements not identified or unclear naming less than 18"to grade to be pressure treated or decay resistant Light fixtures—manufacturers installation instructions required by a Connecticut Professional Electrical plan required for pool Engineer re rv:vr 2/J ",'re� LVL's-engineering data required FLOOD-RESISTANT CONSTRUCTION(R323) I joists—engineering data required Documentation required to be submitted for the connection,anchored to resist Design loads not provided or insufficient flotation,collapse or permanent lateral movement DECKS/PORCHES Delineation of flood hazard areas,floodway boundaries,and flood zones and the flood design elevation to be identified on the site plan(RI06.1.3) Construction documents required Elevation of the proposed lowest floor,including basement;in areas of shallow This deck/porch structure as submitted does not require a building permit. flooding (AO zones), the height of the proposed lowest floor, including tt n accessory structure that has an area of less than 200 square feet and is- basement,above the adjacent highest grade shall be identified(R106.1.3) less is than 30"above finisher/grade at any point does not require a building Electrical systems, equipment and components, and heating, ventilation, air permit conditioning and plumbing appliances,plumbing fixtures, duct systems,and Dimensions required other service equipment shall be located at or above the design flood elevation. Framing direction not indicated Beam span&size not provided or insufficient ELECTRICAL INFORMATION Joist span,size&spacing not provided Plans required showing panel locations,GFCI,switches,lights and receptacle Joist's over-spanned locations Beam over-spanned Panel location not identified Ledger—show attachment and flashing detail Receptacle locations not identified or insufficient Post size or spacing not indicated GFCI receptacle locations not identified or insufficient Height of deck above adjacent finished grade not provided Lights and switches not identified or insufficient Connections not identified or insufficient Location of time clock not identified Plans do not match site plan FUEL GAS INFORMATION LP-Gas tank size and location not identified on the plans Trench detail not provided or insufficient Piping diagram not submitted or insufficient Comments: Permit application reviewed by: /) Vernon D.Vesey II David Ivluler scent Building Official Deputy Building Official viserf51arcfi 18,2014