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MFH w/Deck and Awning
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: E2017-0232 Date: 21-Sep-17 Map/Lot: 080/027423 Owner ID: 4104000 Project Location: 23 MARINA DRIVE Unit: Job Description: Install 200 Amp Service on New Manufactured Home Owner Nam Jensen's Inc. Tenant Name N/A Careof: P.O.Box 608 Southington CT 06489- Telephone: (860)793-0281 Applicant Name John Morton Telephone: (860)663-3151 DBA: Morton Electric Lic/Reg Type El Lic/Reg N 101835 80 Chestnut Hill Road Exp Date: 30-Sep-18 Killingworth CT 06419- Construction Value Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2016 State Building Code Mechanical Valu $0.00 Mechanical Fe $0.00 Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type IRC Total Value: $0.00 Penalty Fee: $0.00 Permit Code: R5 C of 0 Fee: $0.00 Comment Plan Review Fe $0.00 Fees Included with Building Permit State Ed Fee: $0.00 Total Fee Paid: $0.00 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 ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami Electrical Service CRS No: 9999087 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation Cerfificat- of Approval ■ • cate of Occupancy Building Official's Approval: �l Town of Montville • Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 1,9c.-.43 - €7?-30" T e of Work Occupancy Type Permit Type New Construction ❑Single Family ❑ Building Addition ❑Two-Family ❑ Plumbing ❑Alteration ❑Townhouse ❑ Mechanical 0 Accessory Structure ❑ Electrical CRS#:2C1 q a v s1 Property Address: 3 ./4/4 41 MM P I V e. (Number) (Street) (Unit) Job Description: 11$7 t/ .200 A.Hy .Scfvice. 0 x //eke 6'C2 Owner: 5 ! ii5eus Z ,dC , Address: /9. 1)4 6 z)d City: 5(.7L,/Af►t iTv-v State: CI Zip Code: Ob ,8y Telephone$.1;.C) )79 j - 0028/ Applicant: Scc Thi- 440 4TO,(! DBA: /'�"trYrA-, cs/c-e2(ic. Address: 8v cFle'sT,(/vT If/ACL ,c 7� City 4'iI1,v/; .4),).4),)k-7A State: C r Zip Code:D6 v19 Telephone 'd L) )463 - 3/.f/ Contractors - Complete the Following: License Type: 19 License No.:/D/J'3S Expiration Date: ! -30•-aD.ii 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. p9 By checking this box, I will follow the requirements of the 2014 NEC as the alternative compliance per section E3401.1 of the Residential Code, instead of the electrical requirements in chapters 34 through 43 of the Residential Code. Owner/Agent Signature: v/ ,L 2/7.-,>& Date: / — 2o17 Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of O Fee: Plan Review Fee: State Ed Fee: Total Fee: Revised-August 23,2007 STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION ELECTRICAL UNLIMITED CONTRACTOR JOHN W MORTON 80 CHESTNUT HILL RD KILLINGWORTH,CT 06419-1334 LIC./REG NO. EFFECTIVE EXPIRES ELC.0101835-E1 10/01/2017 09/30/2018 SIGNED 717‘") .. ":v State of Connecticut N )i § Workers' Compensation Commission :::-.: 7A tm.�%� Please TYPE or PRINT IN INK ce Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner who WILL NOT act as General Contractor or Principal Employer APPLICANT FOR BUILDING PERMIT Name of Applicant for Building Permit Sc-D 17 Al /14O gr/7/1/ Property located at a 3 MA F I A/Ct ?V l✓e in the City/Town of /v(/..f/1 ye i/e ATTEST If you are the owner of the above-named property or the sole proprietor of a business doing work on the site of the construction project at the above-named property and you WILL NOT act as the general contractor or principal employer,you are not required to-have workers'compensation insurance coverage. CHECK ONE(1) BOX ONLY and complete the following: ❑ I am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. Signature of OWNER Applicant-.- ---.- ____ AI am the SOLE PROPRIETOR of a business doing work at the above-named property.I WILL NOT act as the general contractor or principal employer. Name of Business WO tr/c)a Ve c--7E((- Federal Federal Employer I D#(FEIN) 0 — /(9? (//2 Signature of SOLE PROPRIETOR Applicant tib 4 -7/11V)- Town of Montville Building Department • CONSTRUCTION PERMIT APPROVAL 03 fhve- Property Address rJ /+ I / t-4 c)-00 Servt \ t C Ge, o Oela 1“44.c. }t-re Ci) CTU y e Job Description Required Department Approval ' Permit Issuance Approval `/ Tax Collector �.(, , � 9 7 / Signature/date Comments: / Fire Marshal / / 9 I t 1 � Signature/date Comments: �—ti a ❑ Planning &Zoning Required for all permits except Signature/date Plumbing, Electrical,Mechanical, Roofing,Siding.Windows&Doors ❑ Health Department Required for properties with private septic or well Signature/date Comments: WPCA, Administrative • tom. _ _ -�1- a e 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: ❑ Copy of State Dept. of Transportation Certificate 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 Final Inspection Reviser March 23,2015 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2017-0355 Date: 15-Aug-17 Map/Lot: 080/027-T23 Owner ID: 4104000 Project Location: 23 MARINA DRIVE Unit: Job Description: Replace Existing Mobile Home with a 13'4x58 Mobile Home with Deck&Awning Owner Nam Jensen's Inc. Tenant Name N/A Careof: P.O.Box 608 Southington ,CT 06489- Telephone: (860)793-0281 _ Applicant Name Property Owner Telephone: DBA: Lic/Reg Type NHC Lic/Reg N 149 Exp Date: 30-Sep-17 Construction Value Permit Fees Construction Information Building Value: $31,990.00 Building Fee: $320.00 Use Group: IRC Plumbing Value: $460.00 Plumbing Fee: $10.00 Code: 2016 State Building Code Mechanical Valu $495.00 Mechanical Fe $10.00 Electrical Value: $240.00 Electrical Fee: $10.00 Construction Type IRC Total Value: $33,185.00 Penalty Fee: $0.00 Permit Code: R6 C of 0 Fee: $25.00 Comment Plan Review Fe $35.00 State Ed Fee: $8.63 Total Fee Paid: $418.63 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 ❑d Footing-Prior to pouring concrete ❑Q R Plumbing and leak test ❑ Deck Piers ❑d R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑r Concrete Slab-Prior to pouring concrete ❑ Pool Bonding • Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: 1) ❑ Framing I R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble LI Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of Approval E1 Certificate of Occupancy Building Official's Approval: /"' // I Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: e:30- 01-7 --i as Type of Work Occupancy Type Permit Type ❑New Construction Et-Single Family &Building ❑Addition 0 Two-Family 0 Plumbing ❑Alteration , ❑Townhouse 0 Mechanical l l.-covtl"v ❑Accessory Structure 0 Electrical CRS#: Property Address: � Aa', 4 C) Y r‘ye nn(Number) (Street) / j (Unit) Job Description: l )lC.. a. /hob tl C f�a�v' �v��J�C� 171 1 L f)S4�5 e{ /3'Y"X S� i-rote 4aCt .AS7-c,Lr i\ ?pri -3$5 4 64 O&M`e0iti e6 - - pe w:tt Itsel,C.5,geo! -, ea.4- 4,1i Qn'A.ks — ,A,s 41i.-s �, 1x9 /*1,,At- AfiAL.1 over ilt-g 'S'ea ,,- d* 00-4. Owner: -J eAA1.Se-vs -1A.c- Q Address: PCS . &,)o 4O- City: 590t\-1‘ `S-0 A_ State: G 9 1 Zip Code: d6 Yg/ Telephone(Sr6° ) 743 - C2& Applicant: .94 01 e DBA: J7 Address: City State: Zip Code: Telephone( ) - Contractors- Complete the Following: Q License Type: NI i�JS Z License No.: i WT Expiration Date: 9/3 ,// Z /- 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. [j- 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/ t' 33 through 42 of the Residential Code. Owner/Agent Signature: 1‘<' V,A Date: 7/gii Construction Value Permit Fees Building Value: ♦3 1 C4CIO Building Fee: 3k0 Plumbing Value: 1-1(QO Plumbing Fee: IL) Mechanical Value: ti_Lts Mechanical Fee: 10 Electrical Value: >M.C) Electrical Fee: I 0 Total Value: �J3'1$5 Penalty Fee: CofOFee: 075 Plan Review Fee: 3� State Ed Fee: 5-103 Total Fee: it « .L/3 Revised August 23,2W7 Town of Montville Building Department File Receipt Date: 11-Aua-17 ReceiptNo: 12555 Received From: Jensen's Inc. Job Address: 23 Marina Drive Town Fees Collected State of Connecticut Fees Collected Bldg Cash: 10.00 State Cash: 10.00 Bldg Check: 1418.63 State Check: 18 63 Bldg Credit: 10.00 State Credit: 10.00 Fire Cash: 10.00 Fire Check: 10.00 Fire Credit: 10.00 Construction Value: 133.185.00 Demolition Value: 10.00 CheckNo: 2587PSEPS. Received By: Carmen Kneeland OCL,1 ubt A ,i/1 ./A Curd(0 Address: 23 Marina Dr. ITEM QTY $/UNIT TOTAL Building Plumbing Mechanical Electrical Site New Construction SF $ 118.03 $ - $ Slab on Grade SF $ 5.97 $ - 4'Foundation SF $ 6.97 $ - Full Foundation SF $ 9.95 $ - Anchors 469 SF $ 2.29 $ 1,074.01 Mobile Home 469 SF $ 30.99 $ 14,534.31 GARAGE Attached SF $ 54.35 $ - $ - Detached SF $ 69.53 $ - $ - Carport SF $ 19.89 $ - DECKS,PORCHES,SUNROOMS Deck 305 SF $ 30.20 $ 9,211.00 Porch 48 SF $ 149.38 $ 7,170.24 Sunroom SF $ 176.90 $ - $ - ELECTRICAL SERVICE Upgrade Amps $ - Overhead, new Amps $ - Underground, new Amps $ - Tie In 1 EA $ 240.00 $ 240.00 Misc Electrical SF $ 1.35 $ - Plumbing New Sewer EA $ 1,375.00 $ - Sewer Tie In 1 EA $ 230.00 $ 230.00 New Domestic EA $ 1,320.00 $ - Domestic Tie In 1 EA $ 230.00 $ 230.00 Mechanica Oil Heat EA $ 640.00 $ - LP Gas 1 EA $ 495.00 $ 495.00 n is air conditioning included (Y/N)? $ _ Builidng Plumbing Mechanical Electrical MISCELLANEOUS CALCULATIONS TOTALS $ 31,989.56 $ 460.00 $ 495.00 $ 240.00 Construction Value Fee Building $ 31,990.00 $ 320.00 Plumbing y $ 460.00 $ 10.00 Mechanical y $ 495.00 $ 10.00 Electrical y $ 240.00 $ 10.00 Working before Permit Issuance n $ - Certificate of Occupancy Fee $ 25.00 Plan Review Fee $ 35.00 State Education Fee $ 8.63 TOTALS $ 33,185.00 $ 418.63 v�v State of Connecticut N r 7A Workers' Compensation Commission _ipz%see Please TYPE or PRINT IN INK cc Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner who WILL NOT act as General Contractor or Principal Employer APPLICANT FOR BUILDING PERMIT • Name of Applicant for Building Permit � j(4'HC"IV__er Property located at in the City/Town of ATTEST If you are the owner of the above-named property or the sole proprietor of a business doing work on the site of the construction project at the above-named property and you WILL NOT act as the general contractor or principal employer,you are not required to have workers'compensation insurance coverage. CHECK ONE(1) BOX ONLY and complete the following: ❑ I am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. Signature of OWNER Applicant ❑ I am the SOLE PROPRIETOR of a business doing work at the above-named property.I WILL NOT act as the general contractor or principal employer. Name of Business Federal Employer ID#(FEIN) Signature of SOLE PROPRIETOR Applicant Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL 3 >��f�it\ '�roPe IM31-, 1Property Address et?lkc_ a e I//��n� ��" c1 )6(1 U1€ )3ly')e.4c8 ' 4Aci Affi' - 3a5'5F Job Description Otcl A.,( 9 . Required Department Approval p Permit Issuance Approval 3 ` Tax Collector � .GL�,`� e- -.•*__� 7/42/ t to Signature/date Comments: ® Fire Marshal171i/ 2 70C Signature/date Comments: Planning &Zoning Required for all permits except �, d6 -• Signat re/date Plumbing,Electrical,Mechanical,Roofi ,Si ' ,Windows&Doors ❑ Health Department Required for properties with private septic or well Signature/date Comments: ® WPCA, Administrative Required for properties on sewer 1//4/2a1 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: ❑ Copy of State Dept. of Transportation Certificate 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 Final Inspection RevisedHard 23,2015 Town of Montville Building Department Manufactured Residential Plan Review Form Date: 8/,//6., Job Address: 2. 3 /t44.v-,J4 ct Dir - Job Description: Q�y,d�cr e �/(�b `J p (� o a, e �i r1 d q C1 Cc/� The following information must be included on both sets of plans or accompanying documents (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 building code. Your application is being rejected for the following reason(s)that are checked-off or commented on: Supporting Documentation Footing drain inverts,outlet and separation Identify the use of each room Building permit application not completed Proposed utilities to be indicated JPermit fee$ di[�fj' 3 Delineation of flood hazard areas and design flood Windows&Doors Permit fee to b8 calculated elevation required(RI06.1.3) Private sewage disposal system to be identified Door and window sizes y on Worker's comp.Affidavit or worker'comp. g P Emergency escape&rescue opening required inthe plan(8106.2.1)Insurance required Gradingis to slopeawayfrom the building, the basement or two code compliant stairs Copy Contractor's registration or license g' 10.1 Construction permit sign-off sheet with approvals provide more details ) u required Deck/porch not shown Indicate required light(8/o of floor area per room) Plan must be the same as submitted and approved and ventilation(4%of floor area per room)for Provide all documentation to show complianceeach habitable room or ace with the 2009 International Energy Conservation by the Zoning Department and Uncas Health,(if P Indicate safety glazing in areas required such as: applicable) Code(www.energycodes.gov) doors,windows,tub&shower enclosures,etc. Street address of project on all drawings and Indicate bedroom egress windows(5.7sf net clear documents required Retaining walls opening,24"clear opening height,20"clear Field set of approved plans need to be picked up Plans required opening width) from our office Documents required to be stamped and signed by a Egress window sill height Two sets of construction documents required,this CT registered Professional Engineer Window and door header sizes includes engineering data,calculations,and other Window well details required documentation Foundation Plan Plans required Plans required Minimum 5/8"Type X gypsum board separation Wind Limitations Design Criteria Dimensions (on garage side)to all living spaces—all Submit supporting data to show conformance with Wall thickness combustible support framing to be covered with the wind limitations in table 12301.2(I)as Footing sizes minimum 5/8"Type X gypsum board if it supports determined from Appendix 12 of the 2013 CT Column footings—size habitable rooms supplements. Frost protection not indicated or insufficient Openings between the garage and residence Design publication needs to be identified(WFCM, Method of attachment of foundation and required to have a minimum 1 3/8"solid wood chapter 3,WFCM,chapter 2,ASCE 7-2002) structure is not shown or specified door,1 3/8"solid core steel door,1 3/8" Documents required to be stamped and signed by a Foundation—indicate the assumed soil conditions honeycomb core steel door,or 20 minute rated CT registered Professional Engineer that the system has been designed for or provide door from the garage to the house and its basement Submit anchoring requirements for the engineering data. If presumptive soil conditions or attic manufactured home cannot be met,provide soil bearing engineering Indicate self-closing devices on all doom from Wall-to-deck connection not identified or data garage to the house and its basement or attic insufficient Concrete strength—foundation,floors,exterior Indicate slope for garage floor Ridge connection not identified or insufficient porches,walks,slabs Roof-to-wall connection not identified or Vapor barrier between sub-grade and concrete Elevations insufficient basement floor required Plans required Wall-to-wall connection not identified or Floor thickness and control joint location Type of siding insufficient Lally column size,attachment and spacing Type of roofing Wall-to-sill connection not identified or Waterproofing details Finish grades insufficient Fireplace/chimney base Building heights Vi all-to-deck connection not identified or Concrete piers and anchor details Dimension height of chimney above roof insufficient Foundation drainage Roof pitches Deck-to-foundation connection not identified or Foundation reinforcement bars required,size Elevations to match site grading insufficient and location are not shown or specified Provide engineering data for the piers to resist Beam pockets—minimum clearances Building Section(s)&Details gravity,lateral,shear and uplift loads,stamped and Engineered foundation plan required signed by a CT licensed design professional Plans required Hold-down devices,location and type not Floor-to-floor heights Crawl Spaces identified or insufficient Flashing detail—windows and doors—type, Crawl space data—clearance to joists,slab Foundation anchor spacing not identified or material insufficient thickness(if provided),vapor barrier Additional sections and details required Cold formed steel framing shall comply ri ith the Crawl space ventilation,location,type and size Fire-resistance rating details required for exterior Crawl space access,location and size wall(s) requirements of one of the following standards: ASTM A 653:Grade 33,and 50(Class 1 and 3), Wall/ceiling fire blocking detail ASTM A 792:Grade 33,and 50A or ASTM A Floor plan(s) 1003:Structural Grade 33 Type H,and 50 Type Plans required Stairs II Construction documents shall be of sufficient Stair not shown on basement plan clarity to indicate the location,nature and extent of Riser height not indicated Site fan the work proposed(8106.1.1) p Tread depth not indicated Site Plans required Construction documents are to match the Nosing required for closed risers Site Plan does not match building plans orientation on the site plan reversed plans are not Handrail required on at least on side of the stair Finish floor elevation acceptable,a full plan review can not be Stair to be minimum 36"in width above the performed with the submitted documentation Property lines not provided handrail height Construction documents are incomplete or u n- Distance from property line to structure P Handrails and guardrails—detail,including height clear,a full plan review can not be performed with Structure dimensions and maximum opening,handrail cross-section, Driveway the submitted documentation continuity and required returns Basement floor plan required Topography(existing and proposed) Dimensions croserfAugust 1,2005 i7 4I.52 161.5 6 g -1- Li, LS-3tix3c _ /`'V Town of Montville Building Department Manufactured Residential Plan Review Form Date: 7/S /1 Job Address: )3 Ail tn.r 1 v!4 ,/', Job Description: Re p 1 ei e.e /V1 L b i• 14 c,rn e <A-4 Cl The following information must be included on both sets of plans or accompanying documents (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 building code. Your application is being rejected for the following reason(s)that are checked-off or commented on: Supporting Documentation Footing drain inverts,outlet and separation Identify the use of each room Building permit application not completed Proposed utilities to be indicated Permit fee$ Delineation of flood hazard areas and design flood Windows&Doors —Permit fee to be calculated elevation required(8106.1.3) Worker's comp.Affidavit or worker'comp. Private sewage disposal system to be identified on Door and window sizes 106.2.1 plan theEmergency escape&rescue opening required in Insurance required ) the basement or two code compliant stairs Copy Contractor's registration or license Grading is to slope away from the building, 10.1 p Construction permit sign-off sheet with approvals provide more details ) o required Deck/porch not shown Indicate required light(8/o of floor area per room) Plan must be the same as submitted and approved and ventilation(4%of floor area per room)for Provide all documentation to show complianceeach habitable room or space with the 2009 International Energy Conservation by the Zoning Department and Uncas Health,(if Indicate safetyglazingin areas required such as: Code(www.energycodes.gov) applicable) doors,windows,tub&shower enclosures,etc. Street address of project on all drawings and Indicate bedroom egress windows(5.7sf net clear documents required Retaining walls opening,24"clear opening height,20"clear Field set of approved plans need to be picked up Plans required opening width) from our office Documents required to be stamped and signed by a Egress window sill height Two sets of construction documents required,this CT registered Professional Engineer Window and door header sizes includes engineering data,calculations,and other Window well details required documentation Foundation Plan Plans required Plans required Minimum 5/8"Type X gypsum board separation Wind Limitations Design Criteria Dimensions (on garage side)to all living spaces—all Submit supporting data to show conformance with Wall thickness combustible support framing to be covered with the wind limitations in table R301.2(I)as Footing sizes minimum 5/8"Type X gypsum board if it supports determined from Appendix R of the 2013 CT Column footings—size habitable rooms supplements. Frost protection not indicated or insufficient Openings between the garage and residence Design publication needs to be identified(WFCM, Method of attachment of foundation and required to have a minimum 1 3/8"solid wood chapter 3,WFCM,chapter 2,ASCE 7-2002) structure is not shown or specified door,1 3/8"solid core steel door,1 3/8" Documents required to be stamped and signed by a Foundation—indicate the assumed soil conditions honeycomb core steel door,or 20 minute rated CT registered Professional Engineer that the system has been designed for or provide door from the garage to the house and its basement Submit anchoring requirements for the engineering data. If presumptive soil conditions or attic manufactured home cannot be met,provide soil bearing engineering Indicate self-closing devices on all doors from 'hall-to-deck connection not identified or data garage to the house and its basement or attic insufficient Concrete strength—foundation,floors,exterior Indicate slope for garage floor - /Ridge connection not identified or insufficient porches,walks,slabs Y Roof-to-wall connection aol-identif:ed.ac Vapor barrier between sub-grade and concrete Elevations insufficient basement floor required Plans required 'WdIFto-wall connection not identified or Floor thickness and control joint location Type of siding insufficient Lally column size,attachment and spacing Type of roofing Wall-to-sill connection not identified or Waterproofing details Finish grades insufficient Fireplace/chimney base Building heights Wall-to-deck connection not identified or Concrete piers and anchor details Dimension height of chimney above roof insufficient Foundation drainage Roof pitches Deck-to-foundation connection not identified or Foundation reinforcement bars required,size Elevations to match site grading insufficient and location are not shown or specified Provide engineering data for the piers to resist Beam pockets—minimum clearances gravity,lateral,shear and uplift loads,stamped and Engineered foundation plan required Building Section(s)&Details signed by a CT licensed design professional Plans required Hold-down devices,location and type not Crawl Spaces Floor-to-floor heights identified or insufficient p Flashing detail—windows and doors—type, Crawl space data—clearance to joists,slab material Foundation anchor spacing not identified or thicknessbarrier vapor,drovide if insufficient ( provided), Additional sections and details required Crawl space ventilation,location,type and size Fire-resistance ratio details required for exterior Cold formedsteel framing shall comply with the Crawl space access,location and size wall(s) g requirements of one of the following standards: ASTM A 653:Grade 33,and 50(Class 1 and 3), Wall/ceiling fire blocking detail ASTM A 792:Grade 33,and 50A or ASTM A Floor plan(s) 1003:Structural Grade 33 Type II,and 50 Type Plans required Stairs Il Construction documents shall be of sufficient Stair not shown on basement plan clarity to indicate the location,nature and extent of Riser height not indicated Site plan the work proposed(8106.1.1) Tread depth not indicated Construction documents are to match the • Nosing r uired for closed risers Site Plans required orientation on the site plan reversed plans are not Handrail required on at least on side of the stair Site Plan does not match building plans acceptable,a full plan review can not be Stair to be minimum 36"in width above the Finish floor elevation performed with the submitted documentation handrail height Property lines not provided gh Construction documents are incomplete or un- Handrails anddrails—detail,includin height Distance from property line to structure clear,a full plan review can not be performed with Saar g Structure dimensions and maximum opening,handrail cross-section, Driveway the submitted documentation continuity and required returns Basement floor plan required Topography(existing and proposed) Dimensions vised'August 1,2005 • Home Pride.Hold Down HP12LS Manufactured Home 23 Marina Montville, CT az engineer-s July 7, 2016 Mr. Keith Jensen Jensen's Inc. PO Box 608 Southington, CT 06489 Re: Home Pride Hold Down HP12LS Manufactured Home 23 Marina Montville, CT Dear Keith: As requested, we have performed a limited high wind review of a 13'4" ft wide x 58 ft long manufactured home located in Montville, CT. We used a design wind speed of 110 mph with an exposure category B. A review of the manufactured home gravity and lateral load resisting systems is not included in our scope of services. Following is a summary of our analysis and recommendations: ANAL VS/S 1. We review the published load data for the Home Pride anchor HP12LS, including the engineering certification letter prepared by Rod M. Hudgins, Jr., PE dated September 15, 1997. 2. The engineering certification letter reports an average ultimate tension load for an HP12 series of 4900 lbs. This average ultimate load is required to be divided by a reasonable factor of safety to achieve the working load of the anchoring system. 3. We assumed a factor of safety of 2 in our analysis, which results in an allowable tension uplift capacity of 2450 lbs per anchor. 488 Montauk Avenue ,. New London, CT 06320 ph. 860.437.3259 angi(-1ae(--. COM ix. 860.437 3194 I Home Pride Hold Down HP12LS Manufactured Home 23 Marina Montville, CT ea eriirieers 4. It is our understanding a 14 ft x 58 ft 6" fiber mesh reinforced concrete slab on grade will be constructed under the home and that the HP12LS anchors will be post installed using expansion anchors supplied by Home Pride. RECCOMENDA TIONS 1. Based upon the required wind uplift and overturning loads from the IRC 2003 building code(with 2005 CT supplement) and the published load data for the HP12 series anchor, our analysis indicates nine(9) anchors are required along each of the 58ft length on the manufactured homes(i.e. 18 total). 2. There shall be one anchor at or near each corner of the structure, and the remaining shall be evenly spaced along each sides. 3. The Contractor shall follow all of the manufacturer's recommendations for installation including edge distances. The minimum edge distance to the center line of the expansion bolts shall be 6" or the manufacturer's recommendations whichever is greater. Please call if you have any questions or wish to discuss this matter. Re.. . , '.���•� NNF-,'%,, ext No.23077 Chad H Vogt, P. , ,�F.epEN o. Principal s aG. e2 engineers e' New London, CT 06320 d� E ph. 860 437.3259 1 y angineBr-s COM fx. 860.437.3194 Client#: 6003 JENSENSINC DATE(MM/DD/YYYY) • ACORD.. CERTIFICATE OF LIABILITY INSURANCE 12/07/2015 • THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS'NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DQES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE QR PRODUCER,AND THE CERTIFICATE HOLDER. --- IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). r-.-rCONTEACT PRODUCER � � NA : _.,—.- ------.__, _ ___ __._....._ .. Ha for Freer&Coon,Inc rrkoNE 315 451-1500 j(ac No): — _–. y y C,No,Ext): 231 Salina Meadows Parkway E-MAIL ADDRESS: -- ----_. P.O.Box 4743 INSURERS)AFFORDING COVERAGE _ NAIC II— _ Syracuse,NY 13221 INSURER A:Massachusetts Bay Ins.Co. –_ 223_06_ INSURED INSURER a:Citizens Ins.Co.of America 31534 ^ Jensen's,In .. INSURER C: PO Box 608 INSURER D: ---------- Southington,CT 06489 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MM/DDIYYYY),IMMIDD/YYYY) A GENERAL LIABILITY ZDS210648408 12/31/2015 12/31/2016 EACH OCCURRENCE $1,000,000 D GET ENTED A X COMMERCIAL GENERAL LIABILITY ZDS222036009 12/31/2015 12/31/2016 P�VAISEsga occurrence) $500,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE _ $2,0001000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY I- JET LOC $ A AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT 1 000 000 ADS220047108 12/31/2015 12131/20161Eaac�idenu $_•._...r.__ B X ANY AUTO _ ABS220046109 12/31/2015 12/31/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X PROPERTY DAMAGE $ NON-OWNED (Per accident)AUTOS $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ _ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ —.---- -.- $ ----"--- WORKERS COMPENSATION �TORY LIMITS_WC STATU- OTH- ER—____.__.__.-_ . AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE I Y I NI E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ II yes,describe under E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below A Open Lot ZDS210648408 12/31/2015 12131/2016 See Below And Attached A Open Lot ZDS222036009 12/31/2015 12/31/2016 See Below And Attached DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) $300,000.Installation Site "BUILDERS RISK" Miscellaneous Coverage-Dealer Physical Damage-Location Specific Limits (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Of Montville,Building THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department ACCORDANCE WITH THE POLICY PROVISIONS. 310 Norwich-New London Turnpike AUTHORIZED REPRESENTATIVE Uncasville,CT 06382 , yip ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 3 The ACORD name and logo are registered marks of ACORD DAW #S338849/M338848 Client#: 100333 JENIN3 ACORDT. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/18/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Karen Disipio People's United Ins.Agency CT PHONE 860 524-7660 FAx 844 648-7609 (AIC,No,Ext): (A/C,No): One Goodwin Square E-MAIL karen.disipio@peoples.com Hartford,CT 06103 INSURER(S)AFFORDING COVERAGE NAIL# 860 524-7600 INSURER A Zurich American Insurance Co. 16535 INSURED INSURER B: Jensen's,Inc. INSURER C: 246 Redstone Street INSURER D: P.O. Box 608 INSURER E: Southington,CT 06489 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MMIDD/YYYY) (MMIDD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCEg $ _ CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ _ PERSONAL&ADV INJURY _$ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRO- POLICY JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WCO23004500 12/31/2015 12/31/2016 X PER OTH- AND EMPLOYERS'LIABILITY Y/NANY STATUTE ER OFFICER/MEMBOER EXCLUDED?ECUTIVE N N/A E.L.EACH ACCIDENT $500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION Town of Montville SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 310 Norwich-New London Tpke. ACCORDANCE WITH THE POLICY PROVISIONS. Uncasville,CT 06382 AUTHORIZED REPRESENTATIVE P chtiliacYlawaitec A ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S647853/M647843 KXDCT 4 PL-02 Rev 06/13 484348 CORPORATION STATE OF CONNECTICUT No DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Hartford Connecticut 0 6 1 0 6 Attached is your New Home Construction ContractorRegistration. This registration is not transferable. The Department of Consumer Protection must be notified of any changes to your registration within thirty(3o)days of such change. Questions regarding this registration can be directed to the License Services Division at(86o)713-6000 or email dcp.liceriseservices(&ct.gov. Visit our web site at www.ct.gov/dcp to verify registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement and New Home Construction. STATE OF CONNECTICUT DEP4RT 1/EN T OF CONSt IIER PROTECTION NEW HOME CONSTRUCTION CONTRACTOR JENSEN'S RESIDENTIAL COMMUNITIES JENSEN'S RESIDENTIAL COMMUNITIES 246 REDSTONE ST 246 REDSTONE ST PO BOX 608 PO BOX 608 SOUTHINGTON,CT 06489-1121 SOUTHINGTON,CT 06489-1121 LIC./REG NO. EFFECTIVE EXPIRES NHC.0000149 10/01/2015 09/30/2017 SIGNED __ .: _. ,,,,_...... ,,,....... ,v....:-..., ,t,.,,...... ,t,,,.....,„,t„...,.....,J,„„;;;.;.;,.:1,,iiff,:::42v,p7;,:•4:„ ..i...g.....;,ip ,i••••••••.:04;. i::•/:•:•:1::1:,, :•1:I'PV.:::: 1:4:':::', -,,,- .... -v.-,. •.-.,...-.. ••tr-......,•••••• ••I'.;-,,..;:•••••':/-:i.•••.•:z.‘1'.0.4•:•:•::..'t'i:?::::::::•...t ,P14,..:0:,' elk:•:•1::. :IP:::::•:•;:i:;• ,•,I,:i•:•:0,:II:: :e:/•:• 1:11....,:ii''':',:•;11:':;:. '•',"...1,P;•:-P..i.'•••••.:N;,'F o• ,, 'i''',"-;,....,'•: e.,,, •:" '..,,,,e. ' ' ..,p,i,.. 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Jensen's To David Jensen, Town of Montville Building Official Fax# 860-848-7231 From Keith Jensen Vice President Jensen's Inc, Date Thursday, July 21, 2016 Re Building Permit for 23 Marina Drive Mr. Jensen, Attached is the information you requested on the installation of the Awning at 23 Marina, Sorry,I have included this information in the past, but spaced out including it in this submittal. Any questions please call my cell number below. Thanks Keith E. Jensen E-Mail:kejensen(7a�jensencorrmunities.corn Office: 860-793-0281 FAX: 860-793-6909 Cell: 860-573-8928 Jul. 21. 2016 1 :25PM No. 6825 P. 2 Town of Montville Building Department Manufactured Residential Plan Review Form Dote: 7/!; //L` -Job Address: .,3 AA CA r 1� 0,t I),,^. Job Description: #: p Ilii.'t . [e kj�( 14 o+,t7 e ci a1 4 ......________- The The following information must be included on both sets of plans or accompanying documents(two sets arc required)(C.O.S.29-252a.) This list is offered as a guideline only. It is not meant to he all-inclusive for every permit application,nor is it meant to take the place of the building code. your npnlicatlon is being refected for the following reason(s)that aro checked-off or commented on: Suppe rlinpDoctiment¢tion J Footing drain inverts,outlet and separation Identify the use of each room Building permit applloation not completed Proposed utilities to be indicated _ye.Permit tae S Delineation of flood hazard areas and design flood Windows&Doors i� ,Permit fee tobeotoulnted elevation required 01106.1.3) „. Worker's comp.Affidavit or worker'camp. frivolo samosa disposal system to be identified on --- Do't and window sizes lasuranec required the plan(8106-2.1) Emergency escape&rescue opening required in Copy Contractor's registration or license Grading is to slope away from the building the basement or two code tompliaot stair:, Conatructionpermit sign-off sheet with approvals provide more details (11310.1) required Deck/porch not shown indiralc required light(890 of floor arca per roam) • Provide all doownentatiOn to show compliance Plan must be the Same as submitted and approved and ventilation(1%of floor area per room)for with the 2009 International Energy COneervatlon by the Zoning Department and Uncas Health (If each habitable room or space applicable) Code(wsvtiv.ane rgyoodas.gov) Indicate safety glazing in areas required such as: Street address of mica!an all drawings and dons,windows,tub&shower enclosures,etc. do�et address is required I Retaining walls I indicate bedroom egress windows(5.7sf net clear Field set of approved plans need to be picked up Plans required opanl°g. clear opening height,20”clear fr016 our office Documents required to be stamped and signed by a opening width) Two acts of construction documents required,this CT regiatered Professional En gineer Windowindowsillender includes engineering data,calculations,and other Window and door header sins documentation I I Window well details required l onuda tioA Ph a Piens required Wind Limitations Design Criteria HOS required Mtaimum 5/9"Type X gypsum board separation Dimensions (on garage side)to all living spaces-all Submit supporting data to show conformance with Wall thickness combustible support flaming to be covered with the wind limitations in table 11301.2(1)as Footing sizes minimum 5/3"Type X YEr gypsum board if it supports determined from Appendix II of the 2013 CT Column footings-size habltablo rums supplements. Frost protection not indicated or insufficient Openingsbetween the Design publication.oeeds to be identified Yeum 138"d solid residence (WFCM, Niel ofnllncunrent of rouodoti�in and required to have a minimum 1 318"solid wood chapter3,W)'CM,dopier 2,ASCE7-2002) structure is not shown Or specified door,13/8"solid core steel door,1 3/8" Documents required to be stamped and signed by a Foundation-.indicate the assumed sail conditions honeycomb core steel door,or 20 minute rated CT registered Professional Engineer that the system has been designed for or provide door from the garage to the house and its basement Submit anchoring requirements for the engineering data. If presumptive soil conditions or atto manufactured home cannot be met,provide soil bearing engineering Indicate Self-olosiog devices ou all loots from Wall-to-deck connection not identified or data garage to the house and its basement or attic insufficient Concrete strength-foundation,floors,exterior Indicate sloe for Ridge connection cot identified ar insuf ioientP c floor purohes,walks,slabs Roof-to-wall connection notielentified-en Vapor barrier between sub-grade and concrete insufficient basement floor required Elevations to-1,711 1 connection not identitird or Floor thickness and control joint location Plans required insufficient Lally column size,attachment and spacing Type of riding Wall-to-sill connection not identified or Walarproofiag details Type gradesroofing iosuPIloient ]ireplaueli}rlwney base Finish grades Walt-to-deck connection not identified or Concrete piers and anahordetails Building heights Insufficient Foundation drainage I71nue0.siOri height of chimney above roof Deck-[o-foundnllon connection not identified or Foundation reinforcement hers required,size - Roofpitohnx Insufficient and location are not alrown or specified f5ldYailtuLs to match site grading Provide engineering data for the piers to resist Beam pockets-minimum clearances gravity,lateral,shear and uplift loads,stamped and Engineered foundation plan required Building Section(a)&Details signed by a CT licensed design professional _ '--�--� Plans required Hold-clown devices,lactation and type not Crawl Spaces Floor-to-floor heights identified or insufficient Plashing detail-windows and doors-type, Foundation anchor species not identified or Crawl space data-clearance to Joists,slab thickness(if provided),vapor malarial sr ftieinnt p artier Additional sections and details required Cold fnrmrd steel jraraingshalf comply With the Crawl space ventilation.loo;tion,type and stxa Fire-resistance rating details required for exterior requirements of one of the following standards: (bawl apace access,location and size Wall(s) ASTM A 653:Grade 33,and 50(Class 1 and 3), Wall/ceiling fire blocking detail ASTM A 752:Grade 33,and 50A or ASTM A Floor plaa(s) I t003;Struenirnt Grntte33 Type H,nod 50 Type Plans required 1,-________ Starsli Construotian documents shall be of sufficientStair not shwa on basement plan clarity to indicate the location,nature and extent of --- Riser height not indicated L Slte planthe work proposed(R106-1.1) I Tread depth not indioalcd Site Plans required Construction deounregls are to match the P orienlstion on the site plan reversed plans are not Nosing required for cloned risers I Stair to l required on at least on side()Elbe stair Site Plan does not match building plans Finish floor elevation acceptable,a full plan review can not be Stair to he Artolumm 36"in width above the Property lines not provided performed with the submitted documentation handrail height _ ...- Construction daounteats am Incomplete or no- Handrail,'and guardrails-detail,inoluding height Mime from property line to structure Structure dimensions clear,a Pull plea review oaa not be performed with the submitted documentation and maximum opening,handrail cross-section, Driveway COnlinufty sod re re uired turns Topography(existing and proposed) Basement floor plan required 4 _Dimensions • 00ttirediguaust 1,2005 Jul, 21. 2016 1 :27PM No. 6825 P. 3 • Town of Montville Building Department Show minimum headroom in stairways- Stair,handrails,and guardrails details measured from nosing plane to lowest point of m Joists over-spanned ceiling =_ 36"landing required at the bottom of the stairs �` Roof Pis a(s ! Henn oven-spanned 36"landing required at the top ofthe%LLL, Plans required Height if deck above adjacent grade Provide detailed plans For stairsRafters-pitch ispin,species,and grade Provide framing details of huyed/vaulled ceilings Electrical Plaids) detals Provide detail of cathedral ceiling structure and Plans required Walls venting Panel location(s)with mein site Sheathing type and thickness Indir'te connection of lower chord of roof Musses Wiring means and method not identified or Stud size and spacing,species and grade and ceiling Joists to the top plates and wall studs. insufficient Sheathing-size,thiclmess,type Calvulalerear tte-down sizes for wind conditions Meter socket location Siding,material,type,style-underlayment per Show framing for gables in cathedral ceiling Receptacle locations need to he identified mfg, construction OFCI outlet locations need to be identified ( Roof rafters over-spanned Lights and swileht idB1tlfihplidagtifrpdred Framing plans __J Ridge beam,engineering data required Smoke alarms shall be installed In each sleeping Plana required Ridge beam,raflera are to bear on lop of beam or room,outside each separate sleeping arca in the Bearing pmtitione not identified or unclear bear on ledger snip immediate vicinity and on each additional story of Direction of framing Ridge beam supports the dwelling,including basements Beam spans,sire species,and goads _Valley rafters provide engineering data Coad calculations required _Framed openings Valley rafter support Whirlpool tub/hydro message tub disconnect Joistsspecies and grade,size,dkeetlo and Ventilation-ridge,gable,soffit alocation not identified spacing Provide minimum net ventilation data Joists over panned Roof sheathing-type,size,thickness Mechanical plan(a) Headers over-spanned Collar ties-sin,placement,and spacing Plans required Joist bangers for flush framing conditions or Roof covering-shingles-type,nailing,provide Dryer vent ledger proper underleyment show inferior horizontal Heating,ventilation,and air annoitioning plant Beams over-spanned distance of double uaderlaymcnt at nave,eta. k7catians Overhang Provide design data for all unaligned wall and "`Y'Provide detail floor C robtiotion air requirements bearing points. g nearing data for all roof trusses, Typo of lust(oil,gas,ekchie) Indicate location of all point loads (truss drawings must be signed and sealed by a Heat lana gain calculations _Canttleveted 6,ynilng less than IS'to grade to be Connecticut Licensed Professional Engineer) input rating of funmee/boiler pressure treated or decay resISladl (required prior to installation)must be designed to Engineering data for steel beams,must be stamped ASCE 7-02 f and signed by a CT registered design professional L Gas Systems Engineering data for LVL's and similar products. L Decks/Porches Plana required Engineering data for I joists Plans required LP tank location end sin Loadbcaring walls not indicated Dimensions required Trench depth Design loads not indicated or insufficient: JoIsctS-size,span,spacing,direction,species and -- grade Plumbing p)en(s) Ceiling Plun(s) I Ledger-show attachment and flashing to house Plans required Plass required Decking material sad size Building trap location Coiling joists--plan required for geometry Beam-design data if requked Sewer location Ceiling joists syncing,span direction,species Beams-size,span,spacing,dicnetlo o,species and Domestic water location and grade grade Manufacturers'data for whirlpools,corner tubs,& Ceiling joists required to support minimum 30 PSI fists-sizematerial,and height )anger tubs live load PIe.t-Size,material,depth below grade Water boater size,typo,end location e,eiting Joists over spanned Provide engineering data for the piers to resist lnputtiling of hot water beater gravity,lateral,shear and uplift loads,stamped and signed by a Cl'Downed design professional Indioate joist bangers at flush framing and ledger Comments: r 1 1 R. ) r�L`i/r`d C' (-Int,: l^c>,rl iti / ' i, a ellr?Lt Gr 71-1,4 f i1 !j ii-.1 L t:....4....1t:....4....1 <1•/ Dar•t i"6'/ el cl '/'/d,:,e r''' t-'Z • "re, Building oraciar Wyvi,rrd,4aiust 1,2005 Jul, 21. 2016 1 :28PM No. 6825 P. 4 01/15/2007 16:45 'FAH 4 incoming tJ 002/003 01/15/07 MON 15:58 FAX 814 226 4623 COMMODORE HOMES �J002 :P6,15 '07 02:51Pht COM lOOORE ENG , p. Th� Cat 1423 Llncolnway En!,Goahnp,tMl 46820 PO.Box 977,4o.hrn,IN 46527-0577 rnodore (574)9342716 FAX Orp oration (974)6a3 7100 . January 15, 2007 To Whom It May Concern. Site Installed awnings may contact the fascia board of Commodore homes for cosmetic purposes only, Such awnings shall be independently supported and shall impose no loads to the homes, Support and fastening of awning shall be doaigned per local codes and rdquirements. Proper flashings or sealants must be used to prevent moisture damage, • Sincerely, Gary Butler Drafting Manager 0B/sb memmilimm Jul. 21. 2016 1 :28PM No. 6825 P. 5 Q I' �. , T .� � . " 0 041 al HI Z Oh b4 p R ba '. 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