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HomeMy WebLinkAbout10x24 Deck 2017 N Q c • C z 0 O o z o N CD N N a▪ te, ULp• c a)in cc s _ ai �+ MS C fl" L ro = 0 E E ' 0 ++ CO v 0 N N U O TO p c cn cn ate+ L a1 _a) • C C C O Y Y a) CU f0 0 c c L E 4-1 � in- • i = = U U C 40, O H U 2 W Z - Z C C > a Q o J W d. o U Q s. I1. C F- U U •7ci � � , J Z Q O 0a) a3 W 0 .0 -o -c 1- 0 N LL W vi -O oco OW F" cn (O C U p NiNN Z N Q E C S o f ° 11 0 u. ca�io n n N N o C U - ry o IO = I- �' v, o 2 U76 m L _o m � o U .L •a) m5 •• u) L4-I ‘1 a) u) 4 • o L c 3 c . j • J 1 a) ra a) 0co TUU. 0 a) c0 C31o ' v) co C — CD �_ .IJ -a C '- - O I (B E'' m V) o a) T J o 0 U4-J CI) , cB = _c Q Q- C C 5 d C •O v a--+ V C Q o 0 0 C (n a1) c , a) O UI i_ • C M Ln a L7 6.;D i •0 ! a) oo In E a) a) ! C HUcl a a =U v) 0 aor7- D L Town of Montville Building Department CERTIFICATE OF OCCUPANCY APPROVAL t civ1 'S Pr erty Address Job Description ®✓ Planning &Zoning � _ 19— 7 l Signature/date Comments: / •�� -7 — n Health Department Required for a//permits except Plumbing,Electrical,Mechanical,Roofing,Siding,Windows&Doors Signature/date Comments: WPCA, Administrative Required for properties on sewer Signature/date Comments: I I WPCA, Operations When Required by WPCA Signature/date Comments: Fire Marshal Required for all properties EXCEPT one and two family Signature/date Comments: I Department of Public Works Required when project includes driveway work or certain drainage requirements Signature/date Comments: I 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 For any new residential or commercial building for which a concrete foundation was installed on or after October 1, 2016 the applicant shall provide the Building Official with written documentation of the name of the individual or entity that supplied the concrete and the name of the individual or entity that installed the concrete. Building Official Signature/date Building Department Final Inspection Signature!date Revised-March 19,2010 Field Inspection Notice Town of Montville Building Department 860-848-6782, Ext.782 2016 Building Code Address: 19 Polly's Lane Job Description: 10x24 Deck Permit Number(s) B2017-0243 Permit Date: June 20,2017 Not Approved Approval INSPECTION Date: Comments Special Date Conditions Piers—Except Stairs 06/20/17 VV Lateral Supports • 06/20/17 VV 2 Piers-New Stairs • • 7/6/17 DJ 2 Piers-New deck • • 7/6/17 DJ Lateral Attachment 7/19/17 DJ Framing • 7/19/17 DJ Stairs • • 7/19/17 DJ Final inspection for • • certificate of • 7/19/17 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: B2017-0243 Date: 20-Jun-17 Map/Lot: 103/060-000 Owner ID: 5605000 Project Location: 19 POLLYS LANE Unit: Job Description: 10x24 Deck Owner Nam Paul L.and Sheila L.Scott Tenant Name N/A Careof: 19 Polly's Lane Uncasville -tel_ 06382- Telephone: Applicant Name Property Owner Telephone: DBA: Lic/Reg Type Lic/Reg N 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $7,728.00 Building Fee: $80.00 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: $7,728.00 Penalty Fee: $0.00 Permit Code: R 10 C of 0 Fee: $1000 Comment Plan Review Fe $8.00 State Ed Fee: $2.01 Total Fee Paid: $100.01 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: 0 • Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation '1 Certificate of Approval - _s scat- Oc• p• y 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 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: ll3a)17—,a)43 Type of Work Occupancy Type Permit Type 0ENew Construction ErSingle Family 'Building Addition 0 Two-Family 0 Plumbing Alteration ❑Townhouse ❑Mechanical 0 Accessory Structure ClElectrical CRS#: Property Address: I-(pPOdYS L/& n (Number)/ _/(Street) 4Occe_. (Unit) Job Description: 144 /0� K oc y, CJeck S(de, o Owner: Oa id 51 . h(tet ,LU l Address: 62At City: State: Zip Code: Telephone( ) - Applicant: Ca Ote- 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 2014 NEC as the alternative compliance per section E3401.1 of the Residential Code, instead of the electrical requirements i apters 34 through 43 of the Residential Code. X72/1? Owner/Agent Signature: Date: Construction Value ePe.�rm`Permit Fees 7 Building Value: 1 - Building Fee: OV..w Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: CofOFee: IO,VO Plan Review Fee: g.ck) State Ed Fee: a-01 Total Fee: (00.0 I Revised August23,2007 Town of Montville Building Department File Receipt Date: 14-Jun-17 ReceiptNo: 12362 Received From: Sheila Scott Job Address: 19 Polly's Lane Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0 00 State Cash: $0.00 Bldg Check: il00,01 State Check: t2 01. Bldg Credit: $0,00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: 10.00 Fire Credit: $0.00 Construction Value: g7 728 00 Demolition Value: 10.00 CheckNo: 1330 Received By: Carmen Kneeland CCS A_-V1 p}9cLfl( Address: 19 Polly's Lane ITEM QTY $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 118.03 $ - $ - Basement, Finished SF $ 25.96 $ - $ - Basement, Unfinished SF $ 12.40 $ - $ - Crawl Sapce SF $ 9.30 $ - Interior Renovations SF $ 36.09 $ - $ - $ - AMENITIES Kitchen EA $ - $ - $ - Full Bathroom EA $ - $ - Half-Bathroom EA $ - $ - GARAGE Attached SF $ 56.35 $ - $ - Detached SF $ 71.53 $ - $ - Under SF $ 11.03 $ - $ - Carport SF $ 19.89 $ - MECHANICAL Warm-Air n Y/N $ - Hot Water n Y/N $ - Electric n Y/N $ - Air Conditioning n Y/N $ - ELECTRICAL SERVICE 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 $ - Masonryw/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck 240 SF $ 32.20 $ 7,728.00 Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - TOTALS $ 7,728.00 $ - $ - $ - PERMIT FEE CALCULATIONS Construction Value Fee Building $ 7,728.00 $ 80.00 Plumbing y $ - $ - Mechanical y $ - $ - Electrical y $ _ $ - Working before Permit Issuance n $ - Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 8.00 State Education Fee $ 2.01 TOTALS $ 7,728.00 $ 100.01 Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL 7 Po (4 M uk.caSG,(l'e, Property Address Ad /0 ' x 2 V ' S& � s /de 4O Job Description Required Department Permit Issuance Approval Approval rTax Collector ez.Z.L-,-. L.—L L5-1J-c,,/i 7 - Signature/date Comments: 111 - Fire Marshal �� _ [ j 0f '-, (2._t0 ( r---1 Signature/date a2� Comments: 'I Planning & Zoning Cly., 6`." 51 2 O if`7 2 11- 05- -equired 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 Required for properties on sewer Signature/date Comments: Cl 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 ReviserIMarrh23,2015 , VI .. - --.. Cr• .. - ., ,..„..„..,..„-/-/;..-,,-.--,-: ___ ' '< - —Ir‘°725N1.. > ti t-t .. k ..,- , .e, I. 1 t 6L: l.A...) -/t„a C), \ 1 Itri S; 4° -J q --1 tri 4.a ...;, r• t4 Fr% z 1 4------- -- ',`A. (--1 • i Li 7,9 - ... ,,- . 1.----t.-0-1, --1--1---c . \J ,.. ..__ _ NI- 711 1,- I\ 1 - it- r i _ ... "4. 1.. ' .) NI o .- , . \.. \ P „ 1/4.,.......i C.N , ,T) t=3 -0 r7 Cti QD -`. 5-- - .--, tri 1 . _ C) 1' 'T -4 • !') c.,,zi , "t< Cr *il I " .., .. . z "t" k)-7,1 tii -V vt. 2 -• .: ...... , 4, 003. .n0 -f CI trl v‘ L• 3 co 8 0 c-7: -t ot, FI : t • ... , 6 a; .< a xi 5 o ...- _ ...„ 4 til a , . a o m n ,-, 1 1 DO „.. , N ......... „ ‘"..1.-, V4- • --.1t`4,.. AI.. a z • e 0 •>., 1 So ev A- ------ m 4\ , ; .31, ..... c. ti.. -- Z4—k ,.... ,•="'' '•• N 1 U.%) 711 r\t_ w 1 . • 'r1; I , . _ ___. •. ____ - _ ___ ____ __ _. ' . ' ',I • ---- ------ i 7 . {, .... i 1 1 , 4 i i x 111 l 1 } ' -, - r i . - 1 ....4... ' , ,• Z.... 0 N fl.L I " r. ..• ...4 -4 „...z• x---__z .., . Ct• -'): C4 I, 7t, I .:7- ,‘• l'Ic) ; > . - ; t ..1 ..., N i ; . , 1 i N. I 1 1 1 ! 4- 1 ' '7"""'''-'.N'' ...Z".•••,4-17- : 1 .11.k............; ---k i- t ' . : I I i , I Ir. I i 1 4.--,-- . I4* ' -4.4...:, '''...,,,... .44••......zi i i 1 , \ \ ._. : ‘,... .r.... ,4 , \ i \ I ''.. Z-F ----..-.—"eallinniP.W.." :' ••••••••• 7,7.r.lt i 1 IV . .., Ix.= , ..., (../., -=- r-, -.... ,..,, . . ......._ .. F 0 R MEMBER REPORT Level.Floor:Flush Beam PASSED F E 1 piece(s) 3 1/2" x 9 1/4" 2.0E Parallam® Plus PSL SL2 - Moist Use (16% < MC <= 28%) Overall Length:24' '0' / 10. 0 42' ,I, n c II All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System.Floor Member Reaction(lbs) 3436 @ 12' 7074(5.50") Passed(49%) -- 1.0 D+ 1.0 L(Adj Spans) Member Type:Flush Beam Shear(lbs) 1431©13' 4256 Passed(34%) 1.00 1.0 D+ 1.0 L(Ad)Spans) Building Use'Resndentia Moment(Ft-lbs) -3314 @ 12' 7822 Passed(42%) 1.00 1.0 D+ 1.0 L(Adj Spans) Building Code:IBC 2015 Live Load Deft.(in) 0.101 @ 6'10 9/16" 0.244 Passed(L/9994) -- 1.0 D t 1.0 L(Alt Spans) Design Methodology'ASD Total Load Defl.(in) -0.080 @ 0 0.223 Passed(2L/670) -- 1.0 D+ 1.0 L(Alt Spans) •Deflection criteria:LL(1/480)and TL(11240). •Overhang deflection criteria:Li(211480)and TL(211240). •Top Edge Bracing(Lu):Top compression edge must be braced at 24'oic unless detailed omerw'se. •Bottom Edge Bracing(Lu):Bottom compresson edge must be braced at 24'e/c unless detailed otherwise Bearing Length Loads to Supports(lbs) Supports Tobi Available Required Dead Floor Total Accessories Live I-Column-SPF S.50• 5.50" 1.5(r 544 1377 :921 Bkx king 2-Column-5PF 5.50' 5.50" 2.6r 993 2443 3436 None 3-Column-SPF 5.50' 5.50' 1.50' 544 1377 1921 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed, Tributary Dead Floor Live Loads Location(Side) Width (0.90) (1.00) Comments , 0 Self Weight iPLF1 0 to 24' N/A 10.1 Uniform(PSI, 0 to 24'(Front) 5' 15.0 40.0 Residential-Outside Deck Areas Weyerhaeuser Notes 0SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published(lesson values. Y Weyerhaeuser expressly disc-ams any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy-com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are riot designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this cakuNSon is compatible with the overall project Products manufactured at Weyerhaeuser facilties are thins-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under techrvcal reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http:.';www.woodbywy.cart'servicesis-CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator J,o Solus 5/12/2017 9:28:42 AM --------.-------------- --------_---• Forte v5.2.loss Engine:V8,6.0.14 Davidtse t 9 Ring's End of Niant, I (860)135.5441 ! Swain_ !2!7.4te david-lee itringsend.cnns i Page loft i F 0 R T E MEMBER REPORT Level. Floor:Flush Beam PASSED 1 piece(s) 5 1/4" x 9 1/4" 2.0E Parallam® Plus PSL SL2 - Moist Use (16% < MC <= 28%) Overall Length: 10'7" + + 10' 0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 3388 @ 3 1/2" 3388(1.76") Passed(100%) -- 1.0 D+ 1.0 L(All Spans) Member Type:Rush Beam Shear(lbs) 2866 @ 1'3/4" 6384 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 8470 @ 5'3 1/2" 11733 Passed(72%) 1.00 1.0 D+ 1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.233 @ 5'3 1/2" 0.250 Passed(1./515) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.415 @ 5'3 1/2" 0.500 Passed(L/289) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(1/480)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 10'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'o/c unless detailed otherwise. Bearing Length Loads to Supports(lbs) - Supports Total Available Required Dead Floor Total Accessories Uve 1-Hanger on 9 1/4"SPF beam 3.50" Hanger, 1.76" 1041 2540 3581 See note I 2-Hanger on 9 1/4"SPF beam 3.50" Hanger, 1.76" 1041 2540 3581 See note, •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or requirements. Connector:Simpson Stron -Tie Connectors — — - Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1-Face Mount Hanger Special hanger considerations N/A N/A N/A N/A 2-Face Mount Hanger Special hanger considerations N/A N/A N/A N/A Tributary Dead Floor Live Loads Location(Side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 3 1/2"to 10'3 N/A 15.2 1/2" 1-Uniform(PSF) 0 to 10'7"(Front) 6' 15.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 10'7"(Back) 6' 15.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable foietitry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator !;►I�E©CEIVE II , i JUN 1 4 2017 Forte Software Operator Job Notes - L+ 1.j 6/1,2 .::_i Al',./: David Lee . , . ine: .6.0.14 Ring's End of Niantic Swain..0 217.4te (860)739-5441 david.l ee Cr rings end.c om Page 1 of 1 0 9'' " . g N1--- .(il CA -1 fr r‘ L. . + .254 ci- < i ` m c, sA 1 —1 C.;‘) ":1: VI (... , k Ps 11 ot 4 r � � a tI4T4. �.� _ "Kr - irt frl s oN , V1 _ -e . P..- App . R 7 44-1 'R to t 0 r.1,.. *4 r" 11' '''C's-rra'''‘I i 2 '' .' -"C;e'ts•-•\\\\:\`‘.,''\ r--\ cos t t — Z. o- - t 0 1 ! 1 , " c:' ` 3 s `tr r1– i N.:3 5,. r\ 064 cr, J./ S 2 h a i V s� 1 rte ' -41 I . - rti . l'---74. , . R ---(-) ! ' ."1-C:1 1-'1-1' ....- e `-, ''''s,,,,,,,N.N. (. t N� $ " -- 1 :4's'N>N'N'Nk.", ,, NI— fi.. xv ... � v_z --