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Home My WebLink AboutRoof Over Deck 2003 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 (860)848-3030, Ext. 382 Building Permit Permit Number: B2003-0490 Date: 05-Sep-03 Map/Lot: 070/074-000 Owner ID 116502 Job Location: 27 PETER AVENUE Unit Job Description: Roof over deck Owner: Contractor: Amilcar R and Deifilia E Sandoval Amilcar Sandoval 27 Peter Avenue 27 Peter Avenue Uncasville Ct. 06382- Uncasville CT 06382 Telephone: (860)848-2679 Lic/Reg Type/No. 0 Exp Date: Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $2,600.00 Building Fee: $16.00 Use Group: R4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $0.00 Electrical Fee: $0.00 Permit Code: R4 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $2,600.00 CO Fee: $10.00 Plan Review Fee: $1.60 State Ed Fee: $0.42 Total Fees: $28.02 It is the owners responsibility to schedule the following inspections(minimum 48 hours notice required) ❑ Footing -Prior to pouring concrete ❑ Rough HVAC ❑ Backfill -Footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab-Prior to pouring concrete ❑ Chimney-One flue above thimble El Rough Framing ❑ Firestopping/draftstopping ❑ Rough Electrical ❑ Insulation ❑ Electrical Service Cl] Final Inspection ❑ Rough plumbing and leak test 0 Certificate of Occupany ❑ Gas piping and test Building Official's Signature: 1 � � Town of Montville Building Department Permit# 310 Norwich-New London Tpke. Tel. 848-3030,Ext 382 Uncasville, CT 06382 Fax. 848-7231 One & Two Family Building Permit Application Form ❑New Construction 0AdiIition 0 Alteration El Accessory Structure Other Job Location v2 ( Pc-t2), A vt_ 1 L,l,Y� S 1Jr /f CT D 4.3 B' `Q, Job Description/Materials bu-1.44 l 'r0, B-vi c a e t 0-1`-c�, Owner A :t t C6I„ _ Sccvt. u( Mailing Address on f Q i r A-v-e_ City Li co tI i 11'e.- State C 7 Zip Olv 38d Tel eloQ / gqe/ (P(o 79 Contractor 511 LE Mailing Address City State Zip Tel / / Contractor's License/Registration Type&Number Exp. Date / / I hereby certify that the proposed work will conform to the Basic 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. Owner/Agent Signature )1,____3\7_,) Date 0 g / 01(f/ 03 Construction Value Fee Building $ 2--000' $ J� Plumbing $ $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy $ /o Plan Review Fee $ /,6 a State Education $ d ,11•2_- Total 1ZTotal $ '2, 00----- $ 2'Fa (See Reverse side for additional requirements) STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at: A ( P �-ei' e_ In the town of M.b'vt.- 'i ((e Name of building permit applicant: i (Cc;v\__ 66an'`-C1,01/6L- J Please check one: 1. t/ I am the owner of the above property. 2. I am the sole proprietor of a business. 2A. Name of business: 2B. Federal Employer Identification Number(FEIN) Pursuant to § 31-286b, "a property owner or sole proprietor [who] intends to act as a general contractor or principal employer" may provide either a certificate of workers' compensation insurance or a "sworn affidavit...stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1. I do not intend to act as a general contractor or principal employer. [Sign and stop here] ` /, Signature of applicant 2. v I intend to act as a general contractor or principal employer. Applicant must either provide a certificate of workers' compensation insurance or sign the affidavit below. -- --- — --- — --- Affidavit ----------------------- ---- I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act (Chapter 568). I understand that pursuant to § 31-275 C.G.S., officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office; and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of 200 . (Notary Public/Commissioner of the Superior Court) Town of Montville BuildingDepartment ment Receipt' Date No. _ 3 1 9 From: Job Address: Z ..- Amount $ 2_ d 2 Check Check # ('ircic one) Received by J • 1yr,•,t.r.-.Jr Permit Z1�o 3—dy9d • Town of Montville • Building Department 848-3030,Ext 382 ONE&TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET _2-7 F.,_ \ -,, fives ("�o 14Property Address ( ro � i( d�b p�Job Description: \ v P r ) - 'o� �/ C � f The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030-339 Approved Not Permit ❑ Permit#: Required Septic System Date Approved Not Permit ❑ Permit#: ZRequired Private Well Date J- \ �i WPCA DE' • RTMENT 848-3030,Ext 376 a Approved Not Permit i1 .e'.A. . T —, 6 jilo 3 ❑ Permit#: Required 1 unicipal Sewer, Date House Trap ❑ Outside ❑ Inside Approved Not Permit ❑ Permit# ❑ Required Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved of Permit ❑ Permit#: Required Director Date r -PLANNING ONING DEPARTMENT 848-3030.Ext.379 7 i�� /� Approved i r� �3 ' Permit#: 1r63-Z 33 ❑ RequiredNotPermt Zoning ate Approved Not Permit ❑ Permit#: ❑ Required Inland-Wetlands Date 101. UNITED BUILDERS SUPPLY CO. INC 45 RICHARDS GROVE DRIVE QUAKER HILL, CT 06375 Page 1 < ( ( QUOTE > > > ( t < QUOTE ) ) ) Quote #00003925 I NOTES: Inv Dat e. :08/26/2003 Ship Date :08/26/2003 7 316: Due Date. :08/26/2003 Rep:503 Acct Rep: Ter,ms :CASH Time • 14:40:00 Sold : AM I LCAR Ship:CASH (CT) To : SANDOVAL To : : 1 1 Phone. . . . . . . : ( ) 000-0000 Ship Via -DEL' VD 1N CT Customer No. : CASHCT Job: Customer, P. 0: Placed by. . . : f:plain QTY. UNIT ITEM NUMBER DESCRIPTION - --` PRICE C EXTEN 34. 00 EA 28121 DOUG FIR 2x 8- 12' #2&BTR 8. 96 304. 64 `2. 00 EA 4817 LVL 9-1/2"X 1-3/4" li;' 45. 93 91. 86 2. 00 EA 4822 LVL -- 1 /c" X 1-3/4" L_°x'i' 68. 90 137. 80 4. -LVL 9-1/2.4"14114- '_ .� 14r 9 160. 76 $4. 00 EA 24081 ov DOUG t'I R 2x 4- 8' STUD GRADE: ::. 77 66. ,'48 14. 00 EA 4912 id ;a k� l� S I MPSON A35 STRONG TIE 0. 39 5. 46 16. 00 PC 1772 PLYWOOD CDX FIR 4X8- 1/2" 17. 30 276. 80 3\BLUE STRIPES 2. 00 ROL 6113 FELT PAPER *15 432 SOFT 16. 50 33. 00 ROOFING 15. 00 BDL 5531 GP/TG 25YR F='/G HEARTHSTONE 10. 85 162. 75 3925 Sub : $1239. 55 Taxable 1239. 55 Tax : 74. 37 Nontaxable 0. 00 Invoice Total : $1313. 92 4.) 4 BOISE" BC CALL®2003 DESIGN REPORT- US Tuesday,September02,2003 14:33 Double 1 3/4" X 11 7/8" VERSA-LAM®3100 SP File Name: BC CALC Project:FB01 Job Name: Description: Address. Specifier: City,State,Zip:, Designer Customer: Company: Code reports: ICBG 5512, NER 629 Pa y Misc r Standard Load-40 psf 1 15 psf Tributary 08-00-00 L... .__________! BO I 2240 lbs LL 61 922 lbs DL 2240 lbs LL 922 lbs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. Member T S Standard Load Unf.Area Left 00-00-00 14-00-00 Live 40 psf 08-00-00 115% ype. Floor Beam Dead 15 psf 08-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 11066 ft-lbs 45.2% 115% 2 1 -Internal Slope: 0/12 Neg. Moment Oft-lbs n/a 100% Tributary: 08-00-00 End Shear 2715 lbs 29.4% 115% 2 1 -Left Total Load Defl. L/420(0.4") 57.1% 2 1 Live Load Defl. U593(0.283") 80.9% 2 1 Live Load: 40 psf Max Deft 0.4" 40.0% 2 1 Dead Load: 15 psf Notes Partition Load: 0 psf Design meets Code minimum(L/240)Total load deflection criteria. Duration: 115 Design meets User specified(U480)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must beverifiedndby anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Connection Diagram particular application. The output Bolts are assumed to be Grade 5 or higher. above is based upon building 9 code-accepted design properties Member has no side loads. and analysis methods. Installation Connectors are: 1/2 in.Staggered Through Bolt of BOISE engineered wood products must be in accordance with the current Installation Guide a 2 b t d and the applicable building codes. b 2-1/2 c=7-7/8" = To obtain an Installation Guide or if d=24" you have any questions,please call —; -ILr�., a (800)232-0788 before beginning r\ product installation. BC CALC®,BC FRAMER®, BCI®, C BCO RIM Bm,BOISE BL OSB RIM \ BOARDT"" BOISE GLULAMT"" VERSA-LAM®,VERSA-RIM®, A\ VERSA-RIM PLUS®, • it��t VERSA-STRANDT"' M.M. VERSA-STUD®,ALLJOIST®and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE" BC CALC®2003 DESIGN REPORT- US Tuesday,September02,2003 14:35 Double 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: BC CALC Job Name: Project: F601 Description: Address: Specter: City,State,Zip:, Designer Customer. Company: Code reports: ICBG 5512, NER 629 Misc: 1 j 1 Standard Load-40 psi 115 psf Tributary 08-00-00 AL 08-00-00 46. BO 08-00-00 1120 lbs LL 3200 lbs LL B2 388 lbs DL 1294 lbs DL 388 lbs LL 388 lbs DL Total Horizontal Length-16-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. Member T S Standard Load Unf.Area Left 00-00-00 16-00-00 Live 40 psf 08-00-00 115% ype. Floor Beam Number of Spans: 2 Dead 15 psf 08-00-00 90% Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 3595 ft-lbs0 50 Slope: 0/12 Neg.Moment -3595 ft-lbs 22.4% 115 % 2 2-Left Tributary: 08-00-00 End Shear 1152 lbs15.6% 115% 2 1 -Right 4 1 -Left Cont.Shear 1891 lbs 25.6% 115% 2 1 -Right Total Load Defl. L/1874(0.051") 12.8% 5 2 Live Load: 40 psf Live Load Defl. L/2323(0.041") 20.7% 5 2 Total Neg.Defl. -0.011" 2.2% 5 1 Dead Load: 15 psf Max Defl. 0.051" 51% Partition Load: 0 psf . 5 2 Duration: 115 Notes Disclosure Design meets Code minimum(L/240)Total load deflection criteria. The completeness and accuracy of Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 3". evidence of suitability for a Minimum bearing length for B2 is 1-1/2". particular application. The output Entered/Displayed Horizontal Span Len above is based upon building Pa gth(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties Connection Diagram and analysis methods. Installation Bolts are assumed to be Grade 5 or higher. of BOISE engineered wood 9 products must be in accordance Member has no side loads. with the current Installation Guide Connectors are:1/2 in.Staggered Through Bolt and the applicable building codes. To obtain an Installation Guide or if you have anya=2" • questions,please call b=2-1/2" b — d (800)232-0788 before beginning -1.---c=5-112" productinstallation. d=24" a �\ BC CALC®,BC FRAMER®, BCI®, �- - i T i r�r\��! BC RIM BOARDTM, BC OSB RIM BOARDTM,BOISE GLULAMT" �\ VERSA-LAM®,VERSA-RIMS, C VERSA-RIM PLUS®, �\ VERSA-STRANDT"" VERSA-STUDS ALLJOIST®and /\ AJSTM are trademarks of • ijmilm1 Boise Cascade Corporation. %` Page 1 of 1 ZV --------_ _..__________._- 717._______JA\j �;ic �., ;ice, - N il \N , A . . .4 L \\ ,.., ,, - r _ ,.. . .. \\ P . ,. - - - --,\_)fr. � �/ � : 8 feel.- )49,,,, a _ INf —.._ \ 1 V A e_ -e__f 1 ) (/)-- V r q.-- C r ?0 C