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HomeMy WebLinkAboutMBR Addition 2009 TOWN OF MONIVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2009-0120 Date: 16-Apr-09 Map/Lot: 039/090-000 Owner ID: 5542000 Project Location: 106 PIRES DRIVE Unit: Job Description: Addition(Master Bedroom&Bath) Owner Name: Russell D and Margaret A Bennett Tenant Name: N/A Careof: 106 Pires Drive Oakdale CT 06370- Telephone: (860)608-5950 Contractor Name: Home Owner Telephone: DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $86,779.00 Building Fee: $696.00 Use Group: IRC Plumbing Value: $5,485.00 Plumbing Fee: $48.00 Code: 2005 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $1,891.00 Electrical Fee: $16.00 Construction Type: IRC Total Value: $94,155.00 Penalty Fee: $0.00 Permit Code: R3 C of 0 Fee: $25.00 Comments: Plan Review Fee: $76.00 State Ed Fee: $16.95 Total Fee Paid: $877.95 It shall be the owners repsonsibilitv 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 V R Plumbing and leak test ❑ Deck Piers ❑d 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 framing ❑ Electrical Service CRS No: 0 V Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION • Insulation ❑ Certifi : e of Approval , •rtificate of Occupancy Building Official's Approval: i� {C ( /C� 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.: 6D -(ai Type of Work Occupancy Type Permit Type ❑New Constructioningle Family ,9-Building ddiition �wo-Family ❑ Plumbing a Alteration ❑Townhouse 0 Mechanical 0 Accessory Structure 0 Electrical CRS#: Property Address: 1(i�, P I le�� .I�@. C.)14 J vii Ir (t/.T 010370 (Number) (Street) R14-11_,f (Unit) Job Description: /h�ifr) �' A) /1 / 114shxf- 6e,-PP li AA An )/AS /E?1_fes Owner: cep{clZ. // /u- L c,ikC1- 3t1—.0 r� Address: f ii t City: ( Ji4Li vtLG' State: Zip Code: 4,37f`) Telephone( c3W ) ) Wi's -5 91(j Applicant: ' C. EE(,L DBA: Address: City: State: Zip Code: Telephone( ) Contractors-Complete the Following: License Type: License No.: Expiration Date: 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: 1� - �" Date: 3'a 3-di Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: CofOFee: Plan Review Fee: State Ed Fee: Total Fee: RIvised August 23,2007 Town of Montville Building Department File Receipt Date: 15-Apr-09 Receipt No: 4393 Received From: Russell Bennett Job Address: 106 Pires Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $877.95 Check: $16.95 Check No: 858 Short/Over: $0.00 Construction Value: $94,155.00 Demolition Value: $0.00 Received By Carmen Roberts all Kul nfl 6.42M5(13 Address: 106 Pires Drive ITEM OTT $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction 672 SF $ 11303 $ 75,956.16 $ 1.787 52 Basement,Finished - SF $ 22.96 $ - $ - Basement,Unfinished - SF $ 12.40 $ - $ - Crawl Sapce - SF $ 9.30 $ - Interior Renovations - SF $ 35.09 $ - $ - $ - MANUFACTURED HOMES Ground Anchors SF $ 6.45 $ - $ - $ - Basement - SF $ 12.41 $ - $ - $ - Crawl Space - SF $ 9.31 $ - $ - $ - AMENITIES Kitchen EA $ - $ - $ - Full Bathroom 1 EA $ 5,484.86 $ 102.85 Half-Bathroom EA $ - $ - GARAGE Attached SF $ 54.35 $ - $ - Detached - SF $ 69.53 $ - $ - Under - SF $ 10.03 $ - $ - Carport - SF $ 19.89 $ - MECHANICAL Warm-Air n Y/N S - Hot Water n- Y/N $ - Electric n- Y/N $ - Air Conditioning n- Y/N $ - ELECTRICAL SERVICE Upgrade Amps $ - Overhead,new Amps $ - Underground,new -Amps $ - Subpanel EA $ 599.50 5 - Gen Set - EA $ 3,850.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/1fireplace - EA $ 7,096.65 $ Masonry w12 fireplaces - EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck 60 SF $ 37.87 $ 2,272.20 Porch - SF $ 149.38 $ Sunroom SF $ 176.90 $ - $ - POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ - Inground Pool - EA $ 21,373.44 $ - $ - Above Ground Round EA $ 5,099.46 $ - $ - Above Ground Oval - EA $ 6,019.75 $ - $ - Pool Heater - EA $ 8,984.25 $ - Inflatable Type Pool - EA $ 1,550.00 $ - SHEDS w/o electrical SF $ 20.35 $ - w/electrical SF $ 20.35 $ - $ - RENOVATIONS Roofing,Overlay SF $ 3.00 $ - Roofing,Strip&reroof SF $ 4.00 $ - Roof Sheathing - SF $ 1.31 $ - Siding 1300 SF $ 3.50 $ 4,550.00 Windows 8 EA $ 500.00 $ 4,000.00 Skylights - EA $ 1,051.10 $ - Doors,Exterior - EA $ 601.50 $ - Oil Tank,275 Gallon - EA $ - Oil Tank,550 Gallon - EA $ - MISCELLANEOUS CALCULATIONS TOTALS $ 86,778.36 $ 5,484.86 $ - $ 1,890.37 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 86,779.00 $ 696.00 Plumbing y $ 5,485.00 $ 48.00 Mechanical y $ - $ - Electrical y $ 1,891.00 $ 16.00 Working before Permit Issuance $ - Certificate of Occupancy Fee $ 25.00 Plan Review Fee $ 76.00 State Education Fee $ 16.95-.„ TOTALS $ 94,155.00 $ 877.95 Figures are based on the 2006 RS Means Residential Cost Data George T. Farnum Architect elk G of F 78 Front Street Phone (518) 885-1705 Ballston Spa, NY 12020 Fax (518) 885-8651 April 14, 2009 Town of Montville 310 Norwich New Loudon Turnpike Uncasville, Conn. 66382 Attn: Building Dept. Fax 860-848-7231 Dear Sir or Madam, The letter is a response to comment #5 of the residential plan review. Bennett residence 106 Pires Drive. "Balcony parts need to be mechanically fastened together." We will anchor the knee braces of the balcony beam to the beam with galvanized straps. At the bottom of the braces we will anchor to solid blocking or studs with 16 ga. twist straps, Simpson#LTS12 or equal. At the top we will s .p the braces to the (3) 2x8 beam with the same straps. The deck is shown on drawing ' -1, dated March 6, 2009. i' Yo . Tru , /f, 1 A eor:. 1 . arnum v�v State of Connecticut •. L Workers' Compensation Commission 7A Please TYPE or PRINT IN INK Ir 0245/7"-- 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 JJ - ti Property located at /06 tete--CT /K • in the City/Town of t (16 . L i ' ( ) 3-7 j 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 _ ��` •rw ❑ 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 STATE OF CONNECTICUT DEPARTMENT OF PUBLIC SAFETY ys© DIVISION OF FIRE,EMERGENCY AND BUILDING SERVICES ^�l -• OFFICE OF THE STATE BUILDING INSPECTOR V` • April 6, 2009 • Mr. Russell Bennett 106 Pires Drive Oakdale, CT 06370 RE: M-294-09 106 Pires Drive Oakdale, Connecticut Dear Mr. Bennett: I have reviewed the referenced request for modification of Section R301.2.1.1, of the 2003 International Residential Code portion of the 2005 State Building Code, which states in part that construction in regions where the basic wind speeds equal or exceed 110 mph shall be designed in accordance with the provisions of this section. It is my decision to approve this modification, as requested, and allow an addition to an existing single family dwelling to be exempt from the above code section. This decision is based on the fact that such addition is tied to the existing structure that is compliant with a previous code that did not require high wind design. If you have any questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 685-8310. Sincerely, 44042.," Lisa R. Humble, AIA, NCARB State Building Inspector LRH:DT:pm cc: Vernon Vesey, Montville Building Official Telephone(860)685-8310 1111 Country Club Road Middletown,CT 06457 http://www.ct.gov/dps An Equal Opportunity Employer I STATE OF CONNECTICUT FILE# DEPARTMENT OF PUBLIC SAFETY OFFICE OF THE STATE BUILDING INSPECTOR 1111 COUNTRY CLUB ROAD MIDDLETOWN,CT 06457 TELEPHONE: (860)685-8310 �`� FAX: (860)685-8365 , CCC d___ L( Ro9 REQUEST FOR MODIFICATION FOR OFFICE USE ONLY OF THE STATE BUILDING CODE 1. Name and Location of Building ff OC Pt PA'S . Ot4-h walk,- CT (Y0- 70 No. Street Town State Zip 2. Building Owner ! 3. Applicant's Name Telephone c)-03-6q56 Applicant's Address 1,00 Co Pip ec oil A WIC ©4-3-2© (Include Finn Name if Applicable) No. Street ATown State Zip Name of Person to Contact 1j.55 k ? , Telephone o O (p O -S 9 (For information if required) 4. A. Date of Application for Building Permit B.Applicable Code(Title and Date) asC_‘,(Y3 5. Use Group -�� -N-t L A. Was there a change of occupancy: 0 Yes s-N) B. If yes from to 6. Building Construction Classification 7. Square Foot Area of Building(Total) (37a Largest Square Foot Area per Floor + / $ 8. Number of Stories cP 9. Check Applicable Designation: 0 New Building 0 Existing Addition 0 Other(Explain) 10. Fire Protection at subject premises(Check appropriate headings) ®. Smoke Detection ❑ Heat Detection ❑ Extinguishers 0 Sprinklers 0 Standpipes 0 Other(identify) REQUEST FOR MODIFICATION OF THE STATE BUILDING CODE Page 2 11. Describe alarm system(s)at premises 12. Building Code Section that modification is requested from p, 13. Modification Sought k-Li tvk Plit)eklued I �f /fit, 4,EI\% r b„ , �i�\ 5 �CI 0 n Pt �y}u.�te CZ44 4�-Ct- 14. Reason Modification Sought e)(,571, .,2 5.7L,et �,�d 15. AFFIDAVIT: I certify that,to the best of my knowledge and belief,the foregoing statements are true and made in good faith. Applicant's • PPhcants Si �a/ . /7 Date Signed C CiP 16. Important Requirement Failure to provide the following information will delay modification process. The Building Official must comment below on the modification request as per Connecticut General Statute 29-254(b). *Note: Must be signed by Chief Building Official,Acting Building Official or Provisional Building Official. /Support Request ❑ Do Not Support Request ❑ The decision on this request is left to the Office of the State Building Inspector. ❑ Please contact the undersigned. Building Official's written comments,if desired. d .G1. S��c��1 L. �� 9 / tea- 51/0 Building Official(Printed) Town * ding Official Signature Date S. d Building Official's Telephone Number Best Time to Contact MODAPP Rev. 9/9/08 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 Applicant is responsible for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained. /'% %ice '--OZ.. 0A-LDd £l ,,,,- -76 Property Address 4 AA i 1/0s j4 " ',n£,-y),u. balt5L--)z, Ad/ Job Description II - Required for all permits ® - At least one required for all permits ❑ -Required as indicated below Required Department Permit Issuance Approval Approval �\\ Tax Collector -Ci-><—� /`r .-.-- JAL 310 9 Signature/ date Comments: .1119 Planning &Zoning -c✓' �� � ", _3/23/() 2 Signature/date Comments: /lid --t_-. If ! , - ' II ? Fire Marsh L 2W E Signature/date Comments: < l j' ..1__(' a I T' g ® Health Department ----?,..40, up 0 � Re uired for properties with septic systems-Not required for PI .•:•i:, EI-- Ica!,Mechanical,Roofing,Siding,Windows 8�Doors C LrAy_� Signature ate Comments: / l� C Z 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: ❑ 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 14311 Signature/date Building Department Review Complete Signature/date 4 ircd9vovcmfn5,2004 BOISE Single 9-1/2" AJSTM 25 MSR Joist\JO1 BC CALL®2.0 Design Report- US 2 spans I Right cantilever 10/12 slope Monday, March 30,2009 16:22 Build 276 12"OCS I Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: Description:J01 Address: Specifier: City, State, Zip: , Designer: JERRY O. Customer: Company: BOISE Code reports: ESR-1144 Misc: L21w v v w r i W s • W i 'V w w wr W i i w i d• r .i W e ,l. Yi 11, i j v : ir T i P _.. 22'00.00 16 01-06-00 B0,2-1/2" B1,3-1/2" LL 332 lbs LL 374 lbs DL 94 lbs DL 383 lbs SL 379 lbs Total Horizontal Product Length=23-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf_Area(psf) Left 00-00-00 23-06-00 30 10 12' 2 Conc. Lin. (pif) Right 00-00-00 00-00-00 242 355 12" Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 2,205 ft-lbs 45.8% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -941 ft-lbs 17.0% 115% 2 2-Left be verified by anyone who would rely on End Reaction 417 lbs 33.0% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 1,125 lbs 33.4% 115% 2 2- Left particular application.Output here based Cont. Shear 651 lbs 48.8% 115% 2 2-Left on budding code-accepted design Total Load Defi. U459(0.572") 52.3% 14 1 Installationperties and BOISEanalyses methods. of engineered wood Live Load Defl. L/556(0.472") 86.4% 14 1 products must be In accordance with Total Neg. Defl. -0.106' 21.1% 14 2-Cantilever current Installation Guide and applicable Max Defl. 0.572" 57.2% 14 1 building codes.To obtain Installation Guide Span/Depth 27.6 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALL®,BC FRAMER®,AJSTM' Bearing Supports Dim.(L x W) Value Support Member Material ALWOIST®,BC RIM BOARDTM,BCI®, BO Wall/Plate 2-1/2'x 3-1/2" 426 lbs n/a n/a Unspecified BOISE GLULAMTM,SIMPLE FRAMING B1 Beam 3-1/2"x 3-1/2" 1,137 lbs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Cautions trademarks VERSA-STUD®are trademarks of Boise Wood Products, Design assumes Top and Bottom flanges to be restrained at cantilever. L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1') Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. 4 Page 1 of 1 Tnn/Ten lri sue 1crna 7Pb7 7in (Tr, VVJ n',•(T enn,/ne ion Town of Montville Building Department 7 7 C� Residential Plan Review Form Date: J/ 0e O / Job Address: / d/6 /!` ,(JI'f V t / Job Description: 11C(jl. J/SOH 074 j/ hfa//O bv1-' Cr `n R j/`e, i" /4 Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are requires (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 Sta Building Code. SUPPORTING DOCUMENTATION FLOOR PLAN Permit application not completed No plans submitted or insufficient information Permit fee due$ (0 6, 01 Basement floor plan required Permit fee to be calculated Second floor plan required Worker's comp.affidavit or worker's comp.certificate to be submitted Dimensions not provided or insufficient Copy of contractor's registration or license required Kitchen layout not provided Construction permit sign-off sheet required with appropriate approvals,it shall - Bathroom layout and space clearances are insufficient be the applicant's responsibility to obtain the required signatures Ceiling heights not identified or insufficient Affidavit required from the holder of the registration or license authorizing you Attic access location and size not indicated or insufficient to apply for a permit with their information Attic access must be in a readily accessible location(not over shelving) Provide supporting documentation to show compliance with the 2003 IECC Use of room(s)not identified or unclear (w ww.cnercvcodes.gov)OR Plans required for the existing residence for each floor with dimensions • One-and Two-Family Dwellings with<15%glazing area to conform to the requirements of section NI 102.1 WINDOWS&DOORS • Townhouses with<25% glazing area to conform to the requirements of Door sizes not identified section NI 102.1 Window size&type not identified Two sets of construction documents required, this includes all engineering Emergency escape&rescue opening required in the basement or two code data,calculations and all other documentation(R106.1) compliant stairs per section 310.1 Documents are copyright protected,provide original plans or a letter from the Indicate the required light and ventilation for each habitable room or space designer authorizing the duplication of the plans Indicate the bedroom egress window Field set of the approved construction documents are required to be picked up Egress window sill height not identified from our office and must be available on site during all inspections Window header size not identified or insufficient Construction documents shall be of sufficient clarity to indicate the location, Door header size not identified or insufficient nature and extent of the work proposed as per section R106.1.1 Window well details not provided or insufficient Construction documents do not match the orientation of the structure on the site plan GARAGE and CARPORTS WIND LIMITATIONS No plan submitted or insufficient information provided Building section required Submit supporting data to show conformance with the wind limitations (3 Opening protection between the garage and residence is not identified or second gust @ 110 mph) insufficient per section R309.1 XDesign publication needs to be identified(WFCM,chapter 3;WFCM,chapter Separation between the garage and the residence is not identified or insufficient 2;ASCE 7-2002;SSTD10-99) per section R309.2 Documents required to be stamped and signed by a CT registered Professional Engineer ELEVATIONS Documents must be designed to either No plans submitted or insufficient information • Wood Frame Construction Manual,2001 edition Plans do not match the floor plans • ASCE 7-2002 edition Finish grade not identified or does not match the site plan • SSTD 10-1999 edition Building height(s)not identified Documents required to be stamped and signed by a CT registered Professional Dimension height of chimney Engineer if based on ASCE 7-02 or WFCM chapter 2 Roof pitches not identified Shearwalls not identified on the construction documents or are insufficient Shearwall calculations required BUILDING SECTIONS&DETAILS Ridge connection not identified or insufficient Full building section not provided or insufficient Roof-to-wall connection not identified or insufficient Floor-to-floor heights not identified Wall-to-wall connection not identified or insufficient Additional sections and details required Wall-to-sill connection not identified or insufficient Draftstopping details not provided or insufficient Provide engineering data for the piers to resist gravity,lateral,shear and uplift loads,stamped and signed by a CT licensed design professional STAIRS Hold-down devices,location and type not identified or insufficient Stair not shown on the basement floor plan Foundation anchor spacing not identified or insufficient Stair not shown on the second floor plan Construction documents do not match the engineering data submitted Riser height not identified or insufficient Cold-formed steel framing shall be designed in accordance with COFS/PM- Tread depth not identified or insufficient 2001 edition Nosing required for closed riser stairs SITE PLAN Riser opening can not allow the passage of a 4"sphere Plans required Winder stair-detailed plans required Plans do not match the building plans Spiral stair-detailed plans required Finish floor elevation not indicated Stair width required to be minimum of 36"above the required handrail height Handrail detail not provided or insufficient detail Distance from the property line(s)to the structure not identified Guardrail detail not provided or insufficient detail Structure dimensions not provided Headroom height not identified or insufficient Existing and proposed contours are not provided or insufficient 36"landing required at the bottom of the stairs Footing drain discharge not identified 36"landing required at the top of the stairs Utilities not provided(electrical,phone,cable,sewer,water,gas) Frost protection required,provide details and connections Delineation of flood hazard areas and design flood elevation is required per section R106.1.3 WALLS Private sewage disposal system to be identified along with all technical and soil data as per section 8106.2.1 Stud size and spacing not provided or insufficient Grading is to slope away from the building,provide more detailed information Sheathing type not provided or insufficient Plan submitted is not the same plan that has been approved by the Zoning FLOOR FRAMING Department and/or Health Department Retaining wall-construction documents required I Plans required showing joists,beams and openings Retaining wall documents required to be stamped and signed by a Connecticut Bearing partitions not provided or indicated Registered Professional Engineer Framing direction not indicated or unclear Beam span&size not provided or insufficient FOUNDATION Joist span,size&spacing not provided No plans submitted or insufficient information Joist's over-spanned Dimensions required Beam over-spanned Wall thickness not identified Provide design data for all unaligned wall and floor bearing points _ Footing size not identified Point loads not identified on beam data Frost protection not identified or is insufficient Framing less than 18"to grade to be pressure treated or decay resistant Column type,size,spacing not identified or insufficient Steel beam - must be stamped and signed by a Connecticut Professional Waterproofing details not provided or insufficient - Engineer Pier type,size and anchor details not provided or insufficient LVL's-engineering data required Engineered foundation plan required I-joists-engineering data required Crawl space ventilation,location,type and size not provided or insufficient Design loads not provided or insufficient Crawl space access,location and size not provided or insufficient Soil testing data required in the area of the proposed structure and shall be made by an approved agency using an approved method,R401.4) &viserf'Fe6ruary 6,2006 9002 9 kivniguyastel4 iolaadsul duipling leP31.13O guIppng,C1ndaa 113!3I110 2u1plmg plop saµeyo uasual.w p!AEQ II AOSOA'0 r;OWOA :Aq pamalnai uolleogdde puuad moi H 1 4/ ^n �% o- 7 ' 1 7JT2 0i J9.7/ v 'H ! t / ... y.,rin0 �40LV-i 9/0 dJroL-14J /3 Nb Or) CO C rr»V61 -,,,R 6/ V j44.o/f3} Z,/ b7!IA 16'y -7 > uI ; , oll •-,- ...sly ri /4" i LI-.o,1IrS` Q f` )/ d' ISG/ ,Lf _ C' /2.2/ 4� y Yy a/ >7b6/s f , !"1Qf/ 47 , 07 -1.1j 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