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Home My WebLink About16x40 Garage Addition 2006 Field Inspection Notice Town of Montville Building Department January 19, 2007 Address: 69 Pires Drive Job Description: Garage Addition Permit Number(s): B2006-0110—E2006-0105 Permit Date: 4/20/06 Not Approved Approval INSPECTION Date: Deficiencies Special Date Conditions Footings 5/09/06 DJ • Anchor Bolts 5/15/06 JS Slab • 5/15/06 JS 5/22/06 JS • Add studs under ridge beam(engineered ridge) • 5/24/06 JS Framing • One hold down device not installed Rough Electrical 6/05/06 DJ Certificate of • • 1/19107 DJ Occupancy • Rev.Date: 1/18/06 Page 1 of 1 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: B2006-0110 Date: 20-Apr-06 Map/Lot: 039/096-000 Owner ID: 5525000 Project Location: 69 PIRES DRIVE Unit: Job Description: Garage Addition Owner Name: Ralph A and Sheryl Carchidi Tenant Name: N/A Careof: 69 Pires Dr Oakdale CT 06370- Telephone: Contractor Name: 3 D Builders LLC Telephone: (860)892 4594 DBA: Lic/Reg Type: HIC Lic/Reg No: 556558 1 Quinnebaug Dr. Exp Date: 30-Nov-06 Preston Ct 06360- Constructipn Value ,_ Permit Fees Construction Information Building Value: $28,391.00 Building Fee: $232.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $1,703.00 Electrical Fee: $16.00 Construction Type: IRC Total Value: $30,094.00 Penalty Fee: $0.00 Permit Code: R3 C of 0 Fee: $10.00 Comments: Plan Review Fee: $24.80 State Ed Fee: $4.82 Total Fee Paid: $287.62 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 R Plumbing and leak test ❑ Deck Piers [] R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed O Concrete Slab-Prior to pouring concrete ❑ Pool Bonding 0 Anchor Bolts-with sill plate and prior to floor framing ❑ Electrical Service CRS No: 0 0 Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of Approval itic. of 0 up• cy - -% Building Official's Approval: �� • Town of Montville • r Building Department 310 Norwich-New London Tp Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 ° ■R ECEIVE Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FOR M," o 14QiiNo.i�0._,4� a fa Type of Work Occupancy Type Permit Type BUILDING DEPT. epj`D El New Construction Ef Single Family vsiBuilding laAddition ❑Two-Family ❑Plumbing ❑Alteration 0 Townhouse El Mechanical G❑Accessory Structure 0 Electrical CRS#: Job Address: 0 / t frac i (Number) (Street) (Unit) Job Description: 6 0..i t;,(, 0- r,CC)•, T:0 vl Owner: ry . P aI IPA C Cf 0(_ k I ('+ . Address: Pr/` 6 P( r P c )c t e . City: G(,;\-\ ek a (- State: O''3 /c ( Zip Code: Telephone: 7?-(-13�i - '5_tj_ Contractor: •5 - V? k)U . 1 CI f'if' S CC ( _ 41_ue *1i IPS Ir,'>i DBA: Address: n ) 0 01 N `g-1 V0 0 klf l i'f V r f V City: ( S I 0 V1 State: C'%- (I, 26(J _ Zip Code: Telephone: ' -(i'2 '( r~(' S HI C. S C License Type: License No.: 4 GI, c;(-- Expiration Date: /1/2e10`; 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. 0 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. apters 33 through 42 of the Residential Cod- Owner/Agent Signature: - _-- _ Are - _jai/0 Date: 3 /CAQ(d Construction Value Permit Fees Building Value: / C/ � Com' O - Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: /6.// Penalty Fee: C of O Fee: Plan Review Fee: State Ed Fee: Total Fee: vised Decem6er31,2005 Residential Permit Requirements Checklist This list is to be used as a guide only and is not all-inclusive, additional information may be required for your particular project. Two complete sets of construction documents required. ot Provided Applicable Item Not Supporting Documentation Provided Applicable Item Completed, signed and dated Building Permit Building Section&Details Application Floor-to-floor heights J Completed worker's compensation affidavit for Material type,size,and spacing property owners or sole proprietors or copy of Stair details (rise, run, treads, nosing, width, workers compensation insurance headroom) Copy of Contractor Registration or license Handrail details Construction permit sign-off sheet signed by all departments Guardrail details Roof ventilation Documentation showing compliance with the Framing Plans Energy Conservation Code Design loads—for floors,ceilings,roofs Jwww eaddressnergycodesof qprovoj)ect or Chapter 11 Bearing partitions identified on the plan treet drawings and documents Direction of framing Spans,beam Wind Limitations Criteria Wood species and grade Framed openings Documentation showing compliance with the Wall framing size and spacing identified requirements for construction in 110 mph wind Sheathingtype and thickness zoneyp Design publication identified; WFCM-2001, Window and door header sizes chapter 2;WFCM-2001,chapter 3; SSTD 10-99; Decking material,size,spacing ASCE 7-02,AISI,COFS/PM Engineering data for engineered lumber (LVL's and I joists) Site Plan Framing plan for engineered lumber Property lines Engineering data for steel beams, signed and sealed by a CT registered design professional Distance from property to structure Engineering data for trusses, signed and sealed Jr Structure dimensions by a CT registered Professional Engineer v Driveway Note: Unusual structural conditions may require Topography(existing and proposed) that additional engineering back up be submitted Footing drain inverts,outlet and separation Chimneys&Fireplaces Proposed utilities Clearances to combustible materials Wetlands and flood zone limits and elevation Manufactures data for metal flues Septic system shown and located on the plan Exterior fresh air source for fireplaces Well and piping shown and located on the plan Flue sizes • Foundation Information Manufacturers data and installation instructions Assumed soil bearing pressure for metal fireplaces VI Dimensions Wall thickness Electrical Information Cr Panel location(s)with main size Footing sizes Frost protection Meter socket location GFCI outlet locations Foundation anchor type,size,locations Smoke detector locations Window and door sizes and locations Lights and switches Hatchways Mechanical Information Columns Drainage details Dryer vent Waterproofing details Bathroom exhaust ventilation (natural or Crawl space ventilation size and location mechanical)type and size Crawl space access size and location Hood exhaust Concrete strengths Type of heat(oil,electric,gas) Floor Plan Information Heating, ventilation, and air conditioning plant location Dimensions Oil tank size,location,and piping Door and window sizes,egress window LP-Gas tank location,size,and piping Glazing in hazardous locations Combustion air requirements Garage/dwelling opening protection Manufacturers data for equipment Garage/dwelling separation Heat loss,Heat gain calculations Kitchen layout Plumbing Information Bathroom layouts, tub sizes in gallons, space Building trap location if on municipal sewer clearances Sewer location Indicate use of all rooms Domestic water location Stair location Water heater size,type,and location Attic access location and size Manufacturers data for whirlpools,corner tubs, & Square footage for each habitable level of the larger tubs structure Required light and ventilation for each habitable room Elevations Type of siding Roofing Other finishes V " Finish grades Building heights Height of chimney above roof Roof pitch Town of Montville Building Department File Receipt Date: 31-Mar-06 Receipt No: 1129 Received From: J. D. Builders Job Address: 69 Pires Drive Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $287.62 Check: $4.82 Check No: 4046 Short/Over: $0.00 Construction Value: $30,094.00 Demolition Value: $0.00 / / Ar-dr Received By Sandra Pandora „imp. j � j 1 Address: ITEM QTY 9/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 114.17 $ - 5 - Basement,Finished - SF $ 20.87 $ - $ - Basement,Unfinished - SF $ 11.28 $ - 5 - Crawl Sapce - SF $ 8.46 $ - Interior Renovations - SF $ 31.90 $ - $ - 5 - - MANUFACTURED HOMES Ground Anchors SF $ 5.86 $ - S - $ - Basement - SF 9 11.28 $ - $ - 5 - - Crawl Space SF $ 8.46 $ - $ - S - - AMENITIES Kitchen EA $ - $ - S - - FY Bathroom EA $ - 5- - Half-Bathroom EA $ - $- GARAGE Attached 640 SF $ 44.36 $ 28,390.40 S 1.702 40 Detached SF $ 63.21 $ - $ - - Under SF $ 9.12 $ - $ - - Carport SF $ 18.08 $ - MECriAtii0AL Warm-Ad N Y/N $ - Hot Water N YIN $ - Electric N Y/N $ - Air Conditioning N Y/N $ - ELECTRICAL SERVICE Upgrade Amps $ - Overhead,new -Amps $ - Underground,new Amps $ - Subpanel EA $ 545.00 $ - Gen Set - EA $ 3,500.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 5,907.00 $ - Masonry w/lfireplace - EA $ 6.451.50 $ - Masonry w2fireplaces - EA $ 10,08700 $ - Wood Stove,free standing EA $ 2,447.50 $ - Wood stove insert EA $ 1,690.70 $ - DECKS.PORCHES.SUNROOMS Deck SF $ 39.16 $ - Parch - SF $ 135.80 $ - Sunroom - SF $ 160.82 $ - $ - POOLS&HOT TUBS Hot Tub EA $ 7.287.50 $ - $ - Inground Pool - FA 5 19,430.40 $ - $ - Above Ground Round - EA 5 5,472.50 $ - $ - Above Ground Oval - EA $ 4,635.88 $ - $ - Pool Heater - EA S 8,167.50 $ - - Inflatable Type Pool EA S 1,542.42 5 - SHEDS w/o electrical SF $ 18.50 $ - w/elechicat SF $ 16.50 $ - $ - RENOVATIONS Roofing,Overlay SF $ 3.38 $ - - Roofing,Strip&reroof SF $ 3.76 $ - Roof Sheathing - SF $ 1.19 $ - Siding - SF $ 2.30 $ - Wmdows - EA S 423.50 $ - Skylights - EA 5 955.54 $ - Doors,Extenor - EA $ 401.50 $ - - Oil Tar*,275 Gallon EA $ - Oil Tank,550 Gallon - EA $ - , - MISCELLANEOUS CALCULATIONS TOTALS $ 28,390.40 $ - $ - $ 1,702.40 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 28,391.00 $ 232.00 Plumbing $ - $ - Mechanical $ - $ - Electrical $ 1,703.00 $ 16.00 Working before Permit Issuance $ - Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 24.80 State Education Fee $ 4.82 TOTALS $ 30,094.00 $ 287.62 Figures are based on the 2006 RS Means Residential Cost Data ACORDDATE(MM/DD/YY).: PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION BYRNES AGENCY INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 6 CONSUMERS AVE COMPANIES AFFORDING COVERAGE NORWICH CT 06360-7521 COMPANY A NATIONAL GRANGE MUTUAL INS CO INSURED COMPANY JD BUILDERS LLC B COMPANY 1 QUINEBAUG RD C PRESTON CT 06365 COMPANY D 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. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR DATE(MM/DD/YY) DATE(MM/DD/YY) LIMITS k GENERAL LIABILITY MPJ 13 9 3 2 9/22/05 9/22/06 GENERAL AGGREGATE $2, 000, 000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $2 , 000, 000 CLAIMS MADE X OCCUR PERSONAL&ADV INJURY $1, 000, 000 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $1, 000, 000 FIRE DAMAGE(Any one fire) $ 500, 000 MED EXP(Any one person) $ 10, 000 AUTOMOBILE LIABILITY B 1 J 13 9 3 2 9/2 2/0 5 9/2 2/0 6 100, 000 ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS X SCHEDULED AUTOS BODILY INJURY (Per person) HIRED AUTOS NON-OWNED AUTOS BODILY INJURY (Per accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND WCJ 13 9 3 2 8/14/05 8/14/06 X TORY IMITS ERH EMPLOYERS'LIABILITY THE PROPRIETOR/ EL EACH ACCIDENT $ 100, 000 PARTNERS/EXECUTIVE INCL EL DISEASE-POLICY LIMIT $ 5 0 0 000 OFFICERS ARE: EXCL EL DISEASE-EA EMPLOYEE $ 100, 000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS ........................::.:::::::::::::::::.:.......................::::::::::::.:.::::::...........................................:Crib. ..............................................::::::::::::::::::::::::::. SHOULD ANY OF THE ABOVE DESCRIBE. POLICIES BE CANCELL • BEFORE THE TOWN OF MONTVILLE EXPIRATION DATE THEREOF, THE IS IN, COMPANY WILL E• •E VOR TO MAIL FAX: 892-4595 1 0 DAYS WRITTEN NOTICE TO THE CERTIFIC. HOLDER AM-•TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHA *IM-•SE NO OB IGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, FITS •GES S •R REPR NTATIVES. AUTHORIZED REPRESENTATIVE J..... .. ...... Bernadette Exley �- I►, ORIS. : : STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION HOME IMPROVEMENT CONTRACTOR J-D BUILDERS LLC 1 QUIIBAUG DRIVE PITON,CT 06365 ID BUILDERS LLC LIC./REG NO. EFFECTIVE EXPIRES 556558 I 12/01/200 ,;,,. 1 . 11/30/2006 orsba- SIGNED_�.� • ,r`<• rr /4010 Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: MAIuN ZI I ZOO Job Address: 4. P//2-ei /DR-1 VW- Job Description: A' rAc-1-1aro 4 A 2.A CSS 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 _ Plans required Permit fee due S Z$�,g'� \ Plans do 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 2003 IECC section R106.1.3 (www.energycodes.gov)OR Private sewage disposal system to be identified along with all technical and soil • One-and Two-Family Dwellings with 515%glazing area to conform to the data as per section RI06.2.1 requirements of section NI 102.1 Grading is to slope away from the building,provide more detailed information • Townhouses with 525% glazing area to conform to the requirements of Plan submitted is not the same plan that has been approved by the Zoning section N1102.1 Department and/or Health Department Two sets of construction documents required, this includes all engineering Retaining wall-construction documents required data,calculations and all other documentation(R106.1) Retaining wall documents required to be stamped and signed by a Connecticut Documents are copyright protected,provide original plans or a letter from the Registered Professional Engineer designer authorizing the duplication of the plans Field set of the approved construction documents are required to be picked up FOUNDATION from our office and must be available on site during all inspections No plans submitted or insufficient information Construction documents shall be of sufficient clarity to indicate the location, Dimensions required nature and extent of the work proposed as per section R106.1.1 Wall thickness not identified Construction documents do not match the orientation of the structure on the Footing size not identified site plan Frost protection not identified or is insufficient Column type,size,spacing not identified or insufficient WIND LIMITATIONS Waterproofing details not provided or insufficient OJ Na Submit supporting data to show conformance with the wind limitations (3 Pier type,size and anchor details not provided or insufficient L second gust @ 110 mph) Engineered foundation plan required Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter Crawl space ventilation,location,type and size not provided or insufficient 2;ASCE 7-2002;SSTD10-99) Crawl space access,location and size not provided or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer WINDOWS&DOORS Documents must be designed to either Door sizes not identified X • Wood Frame Construction Manual,2001 edition Window size&type not identified • ASCE 7-2002 edition Window header size not identified or insufficient • SSTD 10-1999 edition Door header size not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer if based on ASCE 7-02 or WFCM chapter 2 GARAGE and CARPORTS Shearwalls not identified on the construction documents or are insufficient No plan submitted or insufficient information provided Shearwall calculations required Building section required .dge connection not identified or insufficient Opening protection between the garage and residence is not identified or 14g f-to-wall connection not identified or insufficient insufficient per section R309.I Wa o-wall connection not identified or insufficient Separation between the garage and the residence is not identified or insufficient Wall- -sill connection not identified or insufficient per section R309.2 Provi e en_. eering data for the piers to resist gravity,lateral,shear and uplift load,s. ped and signed by a CT licensed design professional ELEVATIONS d-..wn d- es,location and type not identified or insufficient No plans submitted or insufficient information dat spacing not identified or insufficient Plans do not match the floor plans ons r ion documents do not match the engineering data submitted Finish grade not identified or does not match the site plan Cold- ,rmed steel framing shall be designed in accordance with COFS/PM- Building height(s)not identified 2001 a ition Dimension height of,chimney Roof pitches not identified &vicerf Fe6ruary 23,2006 Town of Montville Building Department STAIRS SHEDS Stair not shown Structure has an area of more than 400 square feet — frost protection is Riser height not identified or insufficient required,provide details(R403.1.4.1) Tread depth not identified or insufficient Eave height is greater than 10 feet—frost protection is required,provide details Nosing required for closed riser stairs (R403.1.4.1) Riser opening can not allow the passage of a 4"sphere Ground anchors are required—provide information and details Winder stair—detailed plans required Spiral stair—detailed plans required POOLS/HOT TUBS Stair width required to be minimum of 36"above the required handrail height Provide information and details for barrier Handrail detail not provided or insufficient detail Gate can not swing out over stairs Guardrail detail not provided or insufficient detail Gate required to swing away from the pool area Headroom height not identified or insufficient Sidewall support brackets required to be protected by a barrier, provide 36"landing required at the bottom of the stairs information and details 36"landing required at the top of the stairs Gates to self-closing and self-latching Frost protection required,provide details and connections Doors from residence required to be alarmed OR self-closing,self-latching FRAMING FLOOD-RESISTANT CONSTRUCTION(R323) Stud size and spacing not provided or insufficient Documentation required to be submitted for the connection,anchored to resist Sheathing type not provided or insufficient flotation,collapse or permanent lateral movement Plans required showing joists,beams and openings Delineation of flood hazard areas, floodway boundaries,and flood zones and Bearing partitions not provided or indicated the flood design elevation to be identified on the site plan(R106.1.3) Framing direction not indicated or unclear Elevation of the proposed lowest floor,including basement;in areas of shallow Beam span&size not provided or insufficient flooding (AO zones), the height of the proposed lowest floor, including Joist span size&spacing not provided basement,above the adjacent highest grade shall be identified(R106.1.3) Joist's over-spanned Electrical systems, equipment and components, and heating, ventilation, air Beam over-spanned conditioning and plumbing appliances, plumbing fixtures, duct systems,and other service equipment shall be located at or above the design flood elevation. Provide design data for all unaligned wall and floor bearing points Point loads not identified on beam data Framing less than 18"to grade to be pressure treated or decay resistant ELECTRICAL INFORMATION Plans required showing panel locations,GFCI,switches,lights and receptacle Steel beam — must be stamped and signed by a Connecticut Professional Engineer locations X LVL's—engineering data required Panel location not identified ` I-joists—engineering data required Receptacle locations not identified or insufficient Design loads not provided or insufficient GFCI receptacle locations not identified or insufficient Lights and switches not identified or insufficient DECKS/PORCHES Location of time clock not identified Construction documents required Pool pump receptacle dimension from the pool wall is required—show location Dimensions required on plan Framing direction not indicated General purpose receptacle required(min. 10 ft,max 20 ft from pool)—show Beam span&size not provided or insufficient location on the plan Joist span,size&spacing not provided Wiring type not identified or unclear Joist's over-spanned Wiring method not identified or unclear Beam over-spanned Burial depth not identified or unclear Ledger—show attachment and flashing detail Bonding requirements not identified or unclear Post size or spacing not indicated Light fixtures—manufacturers installation instructions required Height of deck above adjacent finished grade not provided — Connections not identified or insufficient 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: id A / c / A r 00 !> F c7IZ Av-e A-1--A -02 A /4° LV-L I /JO, j i ;L/-;!Tao onJ PLANS like Permit application reviewed by: Vernon D.Vesey II / Joseph J.Summers David M.Jensen Revised Fe6nsary 23,2006 t (; r I. Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL 6' P(' 'S /9/-,c U P �k-k do lP Property Address 67). ro,5 .e 1,44,1 r f 1 E Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval Tax Collector L/__ �..ti, "6 .ok o‘.0 Comments: ❑ WPCA, Administrative Signature/ date Comments: ❑ WPCA, Operations Signature/ date Comments: Planning &Zoning 3//t/Oz. Comments: Health Department C.�.� 3`14-aro Signature/ date Comments: ❑ Department of Public Works Signature/ date Comments: ❑ State Dept. of Transportation Si;dnature! date Comments: 1111 Fire Marshal Li _ VD (� Signature/ date , I Comments: t f-" R visedAugust 5,2005 High Wind Specs RECEIVED for Carchidi Garage MAR 3 1 2006 69 Pires Dr. BUILDING DEPT. Oakdale, CT 06370 110 M.P.H. WFCM 2001 1. RAFTER/TOP PLATE/TOP PLATE TO STUD: TABLE 3.4 (PG148) UPLIFT @ 24' ROOF SPAN= 269LBS @16" O.C. USE H2 EVERY 16" O.C.(SIMP.0-2006 PG 163)RATED 335LBS W/10 8D COMMON TO CONNECT RAFTER TO STUD. RAFTER LATERAUSHEAR:TABLE3.4A (PG 150)USE 3 8D TOE NAILS PER RAFTER/CEILING JOIST. 2. STUD/SILL: UPLIFT 269LBS @ 16" O.C. USE SSP EVERY 16"O.C.(PG168) RATED 350LBS W/5 10X1-1/2"TECO NAILS. 3. ANCHOR BOLTS: TABLE 3.2B (PG144) USE 1/2" ANCHOR BOLTS 30" OR 5/8" ANCHOR BOLTS 45" WITH 3X3 SQ BEARING PLATES(PG 23). 4. HEADERS:TABLE 3.7 (PG157) 24' ROOF SPAN 3' HEADERS =303LBS EACH END,USE CS20(PG158) W/3 8D COMMON NAILS EACH END OF STRAP. 6' HEADERS =605LBS EACH END,USE CS20 W/6 8D COMMON NAILS EACH END. 10' GARAGE DOOR HEADER=1009LBS EACH END,USE CS20 W/10 8D COMMON NAILS EACH END OR 2-CS20 W/5 8D COMMON EACH END. 5. SHEARWALL DESIGN: LEFT SHEARWALL SEGMENT TABLE 3.17B (PG170) 16' ENDWALL= 4.5' F.H.S. FOR SEGMENTED SHEARWALL. HAVE 8' F.H.S. HOLDOWN CAPACITY REQUIRED (TABLE 3.17F)= 3488LBS. USE PHD5 EACH END OF SEGMENT.(PG36)RATED 4685LBS. RIGHT SHEARWALL TABLE 3.17A PG(169) 16' ENDWALL=6.0' F.H.S. X PERF SHEARWALL ADJ. 34'-10"140'= 87% F.H.S.(TABLE3.17E H/2=1.05)=6.3' F.H.S. HAVE 34'-10" F.H.S. HOLDOWN CAPACITY REQUIRED 3488LBS. USE PHD5 EACH END OF RIGHT WALL. SOLID CORNERS TO BE FRAMED TO FIGURE 3.8B(PG128). 5A. FRONT & BACK SHEARWALLS TABLE 2.5A (PG72) 8/12 PITCH 110MPH W/16'SPAN 178PLF@24'=7.42PLF X 16'=119PLF@16'. 119PLF X 40' DIAPHRAM LENGTH=4760LBS DIVIDED BY 2 SHEARWALLS 4760 / 2=2380LBS SHEAR IN FRONT AND BACK WALLS. BACK SHEARWALL CONVERSION TABLE3.17D 7/16 OR THICKER 8D COMMON 4"O.C. W/NO INTERIOR SHEATHING=490 PLF LINEAR SHEAR CAPACITY 2380 / 490 =4.86 LINEAR FT. WE HAVE 7' IN BACK WALL AND 5.5' IN FRONT WALL. HOLDDOWN CAPACITY 3488LBS. 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