Loading...
HomeMy WebLinkAboutRoof Replacement 2010 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: 82010-0320 Date: 20-Aug-10 Map/Loft 074/040-000 Owner ID: 5501000 Project Location: 75 PINK ROW Unit: Job Description: Roof Replacement Owner Nam GL&C Construction LLC Tenant Name N/A Careof: 105 Pink Row Uncasville CT 06382- Telephone: Contractor Nam Property Owners Telephone: DBA: Lic/Reg Type Lic/Reg No 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $7,650.00 Building Fee: $80.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Valu $0.00 Mechanical Fee S0.00 Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type 5B Total Value: $7450.00 Penalty Fee: $0.00 Permit Code: C4 C of 0 Fee: 50.00 Comment Plan Review Fe $0.00 State Ed Fee: $1.99 Total Fee Paid: $81.99 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-Fooling 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 framin ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION RE,UIRED UPON COMPLETION ❑ Insulation --•'fi e - .1f AID" oval ;000, ay Occupancy Building Official's Approval: Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 PERMIT APPLICATION FORM Permit No.: (3, 0 10-QV° Type of Work Occupancy Classification Construction Type Permit Type ❑New Construction ❑A-1 0 B ❑ H-1 ❑I-1 ❑R-1 0 S-1 0 Type IA ❑Type 111B 0 Building ❑Addition 0 A-2 0 B,Medical 0 H-2 0 1-2 ❑ R-2 0 S-2 0 Type IB ❑Type IV 0 Plumbing ❑Alteration 0 A-3 ❑E 0 H-3 ❑13 ❑R3 ❑ U 0 Type IIA 0 Type VA ❑Mechanical ❑Change of Use ❑A-4 0 F-1 ❑H-4 0 1-4 0 R-4 0 Mixed ❑Type IIB ❑Type VB ❑ Electrical 0 A-5 ❑F-2 0 M ❑Type IIIA CRS#: Property Address: 7.S` P 'v bC ROC_0 % (Number) (Street) (Unit) Job Description: fi c p 6 . `Pg kt C P i P ac1 1 3 0 X 110 c R..fie- •c),_iv a_ SW/ Ati l.P Owner: G9—i--4-c l‘iNC Tenant: Address: /19S— 1:7/ #4) O Address: City/State/Zip: 1A/Jr /T5 o/ f kei City/State/Zip: Telephone(8 b )3 _ ex Telephone( ) - Applicant: �© L!Mau`l/ 3t 14-I V r DBA: i C"- Address: ( n) 7/ /L/(/ I° b w r City: Ce1�1 C /T�LJ f /' State: 1 Zip Code: ES 6 3t9Telephone( N5b) ? - c9:. l 7 Contractors -Complete the Following: License/Registration Type: License/Registration 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. ,,--- Owner Owner/Agent Signature: -------____) f Date: e— eell(Q) _ / • 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 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: Town of Montville Building Department File Receipt Date: 06-Aug-10 Receipt No: 5650 Received From: GL&C Construction Job Address: 75 Pink Row Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check/Card $81.99 Check/Card Check No: 2117 $1.99 Short/Over: $0.00 Construction Value: $7,650.00 Demolition Value: $0.00 Received By Carmen Kneeland Ca/Ink...LAI f I /; '/i Address: 75 Pink Row ITEM OTY $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 113.03 $ $ 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 EA $ $Half-Bathroom EA $ - $ GARAGE Attached SF $ 54.35 $ - $ _ Detached SF $ 69.53 $ - $ _ Under SF $ 10.03 $ - $ Carport SF $ 19.89 $ MECHANICAL Warm-Air Y/N $ - Hot Water y 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 $ Gen Set EA $ 3,850.00 $ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497 70 $ - Masonry will ireplace EA $ 7,096.65 $ - Masonry w/2fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,69225 $ - Woodstoveinsert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 43.07 $ - Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ $ POOLS&HOT TUBS Hot Tub EA $ 8,01625 $ $ _ 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 $ wrelectrical SF $ 20.35 $ $ RENOVATIONS Roofing,Overlay SF $ 3.00 $ Roofing,Strip&reroof SF $ 4.00 $Roof Sheathing SF $ 1 31 $ Siding SF $ 5.50 $ Windows EA $ 500.00 $ Skylights EA $ 1.051.10 $- Doors,Exterior EA $ 601.50 $Oil Tank,275 Gallon EA $ _ Oil Tank,550 Gallon EA $ MISCELLANEOUS CALCULATIONS $ 7,650 00 TOTALS $ 7,650.00 $ - $ - $ _ PERMIT FEE CALCULATIONS Construction Value Fee Building $ 7,650.00 $ 80.00 Plumbing y $ - $ Mechanical y $ - $ Electrical y $ - $ Working before Permit Issuance n $ Certificate of Occupancy Fee $ Plan Review Fee $ State Education Fee $ 1.99 TOTALS $ 7,650.00 $ 81.99 Figures are based on the 2006 RS Means Residential Cost Data v�''v tiv State of Connecticut N YLL r Workers' Compensation Commission c'..:,. 7A :��%� 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 g J ,i,� 1-C Name of Applicant for Building Permit !� 76 6Cill M Z(Q 1.4 Property located at 75 / ,,,v 1-(.'-----K...O C LJ in the City/Town of It NQS ti i ( (e -7,4/(6 N+V , 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: VI ‘ m the OWNER of the above-named property.I WILL NOT ad as the general contractor or principal employer. Signature of OWNER Applicant �` �AIO VL _AL 7111111111... _ ❑ 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 Applicant is responsible for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained. —7 07) le i r1 /(--- Qtax-) Property Address Q laC -etryuc ftf Job Description Required Approval Department Permit Issuance Approval J • Tax Collector Signature/d Comments: 9 ate 1 • Planning & Zoning 1 Signature/date Comments: J • Fire Marshal 6L , , g l 11 O Comments: Signature/date Health Department Re fired for all permits except Plumbing, Electrical,Mechanical,Roofing,Siding,Windows&Doors / Comments: Signature/date v ft WPCA, Administrative / "�` t Required for properties on sewer Comments: ignature/date U 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 14-311 Signature/date Building Department Review Complete Signature/date Revised March 19,2010 08/17/2010 17:40 FAX V1002/010 Job Truss - - - ---- - -- --- - Truss Type Qty Ply HOME DEPOT/105 PINK ROW/SAM 615766 001 FINK 31 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,SAM 7.240 s Jun 182010 MiTek Industries, Inc. Tue Aug 17 12:06:18 2010 Page 1 ID:XE9m4BSrIO1 YeWhuQjDfxGymzJ5-7BUcaQkBmxcZ6NaaGPM IU6y4395eJFyy2AnSA3ymz_3 1 7-3-10 i1-0 7-3-10 I 13-11-8 20-7-6 27-11-0 11 6-7-14 6-7-14 I 7-3-10 -0_� Scale=1:49.6 5.00 Fly 4x6 = 3x8 5 �� 3x8 18 \IIIIPPIP>4lIlIlli%lliIllillIll%kii%i: . \ 1.5x4 �� 4 ' 6 1.5x4 // 3 17 � 07 1621 1522 e12 8o rn ` la • 3x8 = 12 13 11 14 10 = O 3x8-= 3x4 = 3x6 = 3x4 = 9-8-10 18-2-6 27-11-0 9-8-10 i 8-5-12 l 9-8-10 Plate Offsets(X,Y): [2:0-4-2,0-1-8],[8:0-4-2,0-1-8] LOADING(psf) SPACING 1-4-0 ! CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.58 1 VertLL -0.23 10-12 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber Increase 1.15 BC 0.59 I Vert(TL) -0.39 2-12 >849 180 BCDL 10.0 BCLL 0.0 ' RepStress Incr YES WB 0.12 Horz(TL) 0.09 8 n/a n/a Coe IRC2006/TPI2002 (Matrix) BCDL 10.0 Weight:96 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E*Except* TOP CHORD Structural wood sheathing directly applied or T2,T3:2 X 4 SYP No.2 4-0-6 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 8-9-6 oc bracing. WEBS 2 X 4 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS (lb/size) 2=1217/0-5-8, 8=1217/0-5-8 Installation guide. Max Horz2=58(LC 8) Max Uplift2=-451(LC 8),8=-451(LC 9) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24,2-15=-2305/822, 15-16=2222/830,3-16=-2138/842,3-17=-1995/765, 4-17=-1978/767,4-18=-1906/776,5-18=-1899/785,5-19=-1899/785, 6-19=-1906/776, 6-20=-1978/767,7-20=-1995/765,7-21=2138/842,21-22=-2222/830,8-22=-2305/822, 8-9=0/24 BOT CHORD 2-12=-652/2038, 12-13=-376/1386, 11-13=-376/1386, 11-14=-376/1386, 10-14=376/1386,8-10=-652/2038 WEBS 3-12=-531/278,5-12=-187/724,5-10=-187/724,7-10=-531/278 RECEIVED NOTES (9) 1 1)Wind:ASCE 7-05; 120mph;TCDL=6.0psf;BCDL=6.0psf;h=35ft;Cat. II; Exp C;enclosed; MWFRS AUG (low-rise)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0, Interior(1)2-0-0 to 10-11-8,Exterior(2) 9 2o�Q 10-11-8 to 13-11-8, Interior(1)16-11-8 to 25-11-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 BUILDING 2)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 DEPT 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Coed on page 2 8/17/2010 17:41 FAX 003/010 ,Job Truss Truss Type Qty Ply HOME DEPOT/105 PINK ROW/SAM 615766 001 FINK 31 1 Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,SAM 7.240 s Jun 18 2010 MiTek Industries, Inc. Tue Aug 17 12:06:18 2010 Page 2 ID:XE9m4BSrIO1YeWhuQjDfxGymzJ5-7BUcaak8mxc26NaaGPMIU6y43?5eJFyy2AnSA3ymz_3 NOTES (9) 6)'This truss has been designed for a five load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members,with BCDL= 10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 451 lb uplift at joint 2 and 451 lb uplift at joint 8. 8)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Drawing prepared exclusively for manufacturing by Boise Structural Solutions i LOAD CASE(S)Standard 08/17/2010' 17:41 FAX [J004/010 Job Truss Truss Type Qty !Ply HOME DEPOT/105 PINK ROW/SAM 615766 002 GESI 2 i 1 II Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,SAM 7.240 s Jun 18 2010 MiTek Industries,Inc. Tue Aug 17 12:06:19 2010 Page 1 ID.XE9m4BSr101YeWhuOIDNGymzJ5-bN2 ominXFkQkW9ng6uX1KVMjPZ42j961.4gX01Vymz_2 /11_0-0:3 -- -- -- 13-11-8 I 27-11-0 28-1110 13-11-8 13-11-8 '1j-0-� 5:00 12 Scale=1:50.4 4x4 = 5x6 8 7 r g 5x6 6 28 10 5 4%' ti 11 4 12 313 27 30 2 01 $ & BB. ti ri 4 + i- l} 8 1415 IY 3x4 = • 26 25 24 23 22 21 20 19 18 17 16 3x4 = 5x6= I 27-11-0 27-11-0 Plate Offsets(X,Y): [6:0-3-0,0-3-01,[10:0-3-0,0-3-0],[21:0-3-0,0-3-0) TCLL 40. LOADING(ps 0 SPACING 1-4-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP (Roof Snow=40.0) Plates Increase 1.15 TC 0.14 Vert(LL) -0.00 15 n/r 180 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) 0.00 14 n/r 120 BCLL 0.0 " Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 114 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E*Except' TOP CHORD Structural wood sheathing directly applied or T2,T3:2 X 4 SYP No.2 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF 1650E 1.5E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=211/27-11-0, 14=211/27-11-0, 21=203/27-11-0, 22=216/27-11-0, 23=184/27-11-0, 24=175/27-11-0, 25=99/27-11-0, 26=305/27-11-0, 20=213/27-11-0, 19=184/27-11-0, 18=175/27-11-0, 17=99/27-11-0, 16=305/27-11-0 Max Horz2=-58(LC 9) Max Uplift2=-113(LC 8), 14=-123(LC 9),22=-50(LC 6),23=-59(LC 6),24=-63(LC 6), 25=-43(LC 8),26=-168(LC 8),20=-50(LC 7), 19=-60(LC 7), 18=-63(LC 7), 17=-43(LC 9), 16=168(LC 9) Max Grav2=211(LC 1), 14=211(LC 1),21=203(LC 1),22=274(LC 2),23=238(LC 2), 24=203(LC 2),25=99(LC 1),26=306(LC 2),20=271(LC 3), 19=239(LC 3), 1 18=203(LC 3), 17=99(LC 1), 16=306(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/24,2-27=-63/0,3-27=-56/45,3-4=-49/58,4-5=-32/83,5-6=-45/119,6-28=-46/157, 7-28=-11/160,7-8=-49/208,8-9=48/208,9-29=-10/161, 10-29=-45/158, 10-11=-44/120, 11-12=-31/84, 12-13=-48/54, 13-30=-30/11, 14-30=-59/0, 14-15=0/24 BOT CHORD 2-26=0/102,25-26=0/102,24-25=0/102,23-24=0/102,22-23=0/101,21-22=0/101, 20-21=0/100, 19-20=0/100, 18-19=0/101, 17-18=01101, 16-17=0/101, 14-16=0/101 WEBS 8-21=-125/0,7-22=-188/107,6-23=-187/88,5-24=-174/88,4-25=-91/60,3-26=-238/185, 9-20=-188/107, 10-19=-187/88, 11-18=174/88, 12-17=-91/60, 13-16=-238/185 Continued on page 2 08/17/2010 17:42 FAX 11005/010 Job Truss Truss Type ;Qty Ply HOME DEPOT/105 PINK ROW/SAM 615766 002 GESI 2 1 -- --- Job Reference(optional) Boise Structural Solutions,Biddeford,ME 04005,SAM 7.240 s Jun 18 2010 MiTek Industries,Inc. Tue Aug 17 12:06:20 2010 Page 2 I D:XE9m4 BSrIO1 Ye Wh LADixGymzJ5-3abN?6mP IZshiMgkz0gPmZX2WTpvJnAP FWUGZFxymz_1 NOTES (13) 1)Wind:ASCE 7-05; 120mph;TCDL=6.0psf; BCDL=6.0psf;h=35ft;Cat. II; Exp C;enclosed; MWFRS(low-rise)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0, Interior(1)2-0-0 to 10-11-8, Exterior(2)10-11-8 to 13-11-8, Interior(1) 16-11-8 to 25-11-0 zone; cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-05;Pf=40.0 psf(flat roof snow);Category II;Exp C; Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. • 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members,with BCDL= 10.0psf. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 2, 123 lb uplift at joint 14,50 lb uplift at joint 22,59 lb uplift at joint 23,63 lb uplift at joint 24,43 lb uplift at joint 25, 168 lb uplift at joint 26,50 lb uplift at joint 20,60 lb uplift at joint 19,63 lb uplift at joint 18,43 lb uplift at joint 17 and 168 lb uplift at joint 16. 12)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S)Standard