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HomeMy WebLinkAbout10x10 Shed 2008 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: B2008-0228 Date: 21-May-08 Map/Lot: 016/029-T68 Owner ID: 5774000 Project Location: 68 RAINBOW DRIVE Unit: Job Description: 10x10 Utility Building Owner Name: Jensen's Inc Tenant Name: N/A Careof: PO Box 608 Southington CT 06489- Telephone: (860)793-0281 Contractor Name: Brian Ahearn Telephone: (860)663-1680 DBA: Ahearn&Sons Lic/Reg Type: NHC Lic/Reg No: 2390 17 Green Hill Road Exp Date: 30-Sep-09 Killingworth CT 06419- Permit CCtLOJ�Value Fees Construction Information Building Value: $0.00 Building Fee: $0.00 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: $0.00 Electrical Fee: $0.00 Construction Type: IRC Total Value: $0.00 Penalty Fee: $0.00 Permit Code: R9 C of 0 Fee: $0.00 Comments: Plan Review Fee: $0.00 Fees Included with Building Permit State Ed Fee: $0.00 Total Fee Paid: $0.00 It shall be the owners reosonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL, ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test ❑ Deck Piers ❑ R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding © Anchor Bolts-with sill plate and prior to floor framing ❑ Electrical Service CRS No: 0 © Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of Approval certificate of s cup.n Building Offidal's Approval: �,� 1VYY11Vl1Y1V11LV111G Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 11.1 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 6CC6-2"- g Type of Work Occupancy Type Permit Type ❑New Construction ❑Single Family 0 Building 0 Addition 0 Two-Family 0 Plumbing ❑Alteration 0 Townhouse 0 Mechanical [:Accessory Structure 0 Electrical CRS#. Job Address: & IR.-. A,be`10r-- 0 _':"' (Number) (Street) (Unit) Job Description: 14)t 10 vk "f-7 '60- eic-, Owner: �$k5 4-74-<-- Address: 19-6. 4.65- City: 564fIttivc State: (... `l" Zip Code: al Telephone: ,(f7V c ..•) 24,1 v /,, Contractor: B12u& Ail,J DBA: 4 tel-i k ' .... AAS Address: ake.t� 144 Q' City: 1( ��+` State: CI- Zip Code: codf Telephone: 663- h O License Type: License No.: „9,3i/ 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 requirement ' chapters 3 through 42 of the Residential Code. Owner/Agent Signature: li ( Date: y/0- Construction 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: vitt£August 23,2007 rkvnl/mr/ietit l irr<nrlation 4x4"preccrcre treated timber • '.—w-nn. ■ - W % SrtlJlnurirk/ 2"x4"laur/,ra ".. Interior Walls 2"x3"or2"x4"framing Almo 1 Clay Cream Cray Icurl Roo 1/2"OSIt or plyrno,d 7:' �� , 24O lb.sell:sealing shingle.s 'PSS t' Ascenddy Steel max 'mu While Mint flooring 5/8"exterior Bride plywood Exterior Wilts Wood panel or vinyl siding Doors Heavy duly-reinforced with 2"x3" O) lumber or steel raised panel f Wklrrinllg Aluminum jalousie n/ureert ny ref" M vertical sliders ,�t J• ) III t ■ ■ y - Almond Block Rhtr limon, Civ We are committed to our customers,so we reserve the right halter product and/or volts. All.sizes are approximate. Imik Croy molter lint White (4#1.0llf (*'e;ei(.0efi3y qt.)Jilt///• 7.�tirtx1 I1 Vertical slider windows ru/rit/sa rtilii.�i. -. .1> 'sfy;`i';Y t limier hux Avocado Brig, Bhv Room r,o1d l.rtl)010 Wealjrer vane ■ t'` rt , hake vent ani Interior partition (;ray Hunter L;rhi Cray Navajo Bed White Additional doors kottim Winer duos 4Dutch door ft1Pltwr, liver-head thor Almon "Tractor ramp G� C� /Higherrua %/l lle Giity/. (�44A C:etlar shingles —_,�.._ .._ — Meld null STANDARD 3-TAB OR OPTIONAL ARCHrr,CrUWtl.sHIN(./ES(Willie alar u:ailubie m 3 lab) l'ressum treated floor On site build Custom robots Murk llnnnn (Teemed Cray Ihijhwrxvl Cray .u, Customized designing In your specifiati ns SCAL.1.01k;D(nptvnvtl) U . . Itkah Drjh,inal SI, • I 'd dzO:to BO IT U?C 1.00/1.00 2 61.1tw0ut « XHJI 80:E1. 8002/1.1.!10 '--,;';;;7,,,;1'4,;,:' 3.'';`.-r'-`7,' S'P'e'tc Y M'C "4 Yy F } G k. 1-- H Hybrid Connectors Seismic&Hurricane Ties for Wood Truss or Joist-to-CFS Wall Strong-T- Designed to provide seismic and wind ties for wood trusses or joists-to-CFS walls,this versatile line may be used for general purposes,strongback attachments,and as all-purpose ties where one member crosses another. 1/4?,-.11s \\ HS24 attaches the bottom chord of a truss or rafter at pitches from 0:12 to 4:12 to steel top plates. 18 Material:See table / Finish: Galvanized.Selected products available in stainless steel or ZMAX®coating. I 2'�' See Corrosion Information,page 12-13. Installation:•Use all specified fasteners.See General Notes H1 •• \, . •H1 can be installed with flanges facing inward (reverse of illustration 1). , �\� n l •Hurricane Ties do not replace solid blocking. 2 •H2.5,H3,and H6 ties are only shipped in equal quantities of rights and lefts. s Codes:See page 8 for Code Listing Key Chart. �' •• — — s------------------------- •Available with additional corrosion protection.Check with factory. 51,1, 9 Thickness Fasteners Allowable Uplift Loads Model To Ratters I To Plates/ OF/SP SPFMFede No. mil(ga) Truss Top Track To Studs R 1 (133) (160) (133) (160) 14----' • H1 43 mil(18) 6-8dx11 ' 3-#10 1-#10 490 585 400 400 • ID • A H2 43 mil(18) 5-8d - 5-#10 335 335 230 230 151 4^� •\� I. H2.5 43 mil(18) 5-8d 3-#10 2-#10 415 415 365 365 • H3 43 nit(18) 4-8d 4-#10 - 400 400 280 280 I' HS24 • H6 54 mil(16) - 8-8d 8-110 915 950 785 820 U.S.Patents II H7Z 54 mil(16) 4-8dx11k• 2-#10 8-#10 930 985 800 845 170 I 9i,,,, 5,603,580 HS24 43 mil(18) 8-8dx11/2' 4-#10 4-#10 625 625 520 520 1. Tabulated loads under the 133 and 160 columns have been 3. Hurricane Ties are shown installed on the outside of increased by the wood load duration factor,CD,for seismic wall for clarity.Installation inside of wall is acceptable. � and wind loading and may not be increased.They must be For Continuous Load Path,connections must be on ! '' ,�l-r co reduced when other loads govern.Tabulated loads do not same side of wall.63 �, include the 1/3 stress increase. 4. When cross-grain bending or cross grain tension 2. Loads are based on attachment of cold-formed steel cannot be avoided mechanical reinforcement to resist et members having a minimum thickness of 33 mil(20 ga). such force should be considered. T"• C 4 f �19 I 1�. �r v.1 1 • • mvr H7Z III916+ , H2 he" �eY 31t 1 t • 1 � 2�", m s: c6:,6 �1' chH2.5 H3 y H6 i$,„ Z =P 0 1 Z 0 nation © H2 Installation © H2.5 Installation O H3 Installation 1- i - Use a minimum o of two N6 nails DO not install o this side of truss double shear @ , LT T- (total four NB >a nailing nails into l'.i.1' ;- ' truss) .«-- ' v r. by 11111 moi- e a, ca r r r,' _-t`t �( r'i,' ( �A� Eight screws J�f li Vie it i; into stud ��f� . j, and two into )i top plate ��SIV © H6 Stud to Top O H6 Stud to Band �f` 56 Plate Installation Joist Installation 0 H7Z Installation 0 HS24 Installation , \ O ( § R n g/----\ \ f n \ ƒ � / / � � � ` § �� � 2 � ) § ) § § $ 2 ' q | a g ® f § § 2 . § $ 2 ( ] J e < 0 L § A -1 Z ) J 7El / # ? U 7 # U § Ni § n 2 §CI § § ® § / — 2 _ c /ii/ z q ° k a 'rill A q ' | | _& 1--- ........,c-*;--- U § . * A� § �• � \ 0 • �DF ' \ �]§ \ \\ /�% 2 I § \ ./ . V) 'w : L § § - § U K W ( UI. 2 � V) § 6 a - 4. eu% || �� 1„_ § _ . ..___.§ + N \v/....._E_ 2 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 65 gaiq,„,,, Property Address el ' Pewi , 66 -D -i05e Y i , C 1, � �����v� �^ ��✓1� �v -'�, � w� n f/1C Job Descriptio.-.4=2"-77...)" j1- L — � )C IO , The applicant is responsible for obtaining all of the required app •-- - -• • • . m. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval / ® Tax Collector 471/c.,/o' Signature/date Comments: WPCA, Administrative -`t ' u I O 5c Signature' dat Comments: ❑ WPCA, Operations Signature .. . Comments: Gc Planning & Zoning a, (V/i.(0-1 Signature!date Comments: _ c)*,- ❑ Health Department Signature' date Comments: [ Department of Public Works Signature!date Comments: ❑ State Dept. of Transportation (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 Comments: • Fire Marshal / k\Cej / Signature,/date Comments: VviscJAugust 5,2005 - - f <--,,,, /.P//eGCC/y 6 l.leorWertellei re r • Foundation 4"x4"/immure treated timbersr ■ - .-s Nidifloorirg; 2-x4"lumber Interior Walls 2'x3"or 2"x4"framing Almond clay Oman Cray Pearl Roof 1/2"(181torplywood •~'}' --.. vl". 240 lb.self sealing shingles Rw ..,'4 ' Assembly Steel iiaiL y 'fiat R While Miii Nita Green flooring 5/8"exterirrr grade plywood Exterior rr Walls Wood panel or vinyl siding Voor:C Heavy uY-reinforced with 2"x3" �i0/� J�/'aTr/r/> 4,r lumber or steel raised panel {'{rklx/(I11AC T7kTTill.�flllrllA71.'YII/CryI!IY4C �"j"' ri s ■ ■ or vertical.Gliders ` 11111 or vertical t d, Alrlroml !luck Blur ILrnnt Clay We are committed to our customers,so we reserue the right to,at any limn,change minor details to incnie a better product aruUvT•value. ■ � ■ 411 sizes are approximate. hock Gray ll'� oder Red While (f A�%<IItrJ (W i�f7/eo.ny (. )1..%7i/// (!.l(I/(I x1 II ■ "Additional wisulrur ?m ..:i-,:,,,,...1,J Vertical slider windows u/ ids ; M"J ; y ■ ■ .......z:, �F:f`.[L„.; Flower box Anndula lirigr Nur Bnmm r;nlvl C1111(110 RidgeWeather varu 111 I 1 , I(iil a Tient Interior partition Only Hunter Light Cray Navajo .teed Whit, Additional doors Whirr(leort '.hr'' lhitrh door F'•:- ,.,:' (hverluvul decor Al mm/ Tractor ramp (may Higher walls Y.i i,r,�N (iih,M Cedar shingles _`” - "'•—" • STANDARD 3-TAB OR OPTIONAL ARCHITECTURAL.VI MILS(Whitt au..ornikr l m 3146) Meted roof Pasant treated ffloor ■ ® ■ On site build (:,Uton,colea'C Bku•lr Bann (-Ann.,/(bap !hilhuund (:ray •Ihn Customized designing to your specifications sc:ALW/'ID(optnnal) U . . Til u:k De/ic rod SLut(:nay I 'd d20iIO 80 TT ue' 100/100 a 6uiwoouc 4 XV3l 80:E1 8003/1.1/1.0 ai: • Yr azt-v..,,,47,2,..,,,,;,.,,,... w ' kT7,:rLL.c' .:,_"9,4- T. '' >. _ 7779,;i4-7%W,—Ci-- ''A.,!,:-T:'.. ' r ff ' n4 `.,� `' 4' � , 'aa4 . SIMPS,- .- x ..�-,,, 4# s_' a 'x._ , „ H Hybrid Connectors Seismic& Hurricane Ties for Wood Truss or Joist-to-CFS Wall Strong-I. Designed to provide seismic and wind ties for wood trusses or joists-to-CFS walls,this versatile line may be used for general purposes,strongback attachments,and as all-purpose ties where one member crosses another. ar+' 19r1 HS24 attaches the bottom chord of a truss or rafter at pitches from 0:12 to 4:12 to steel top plates. .( Material:See table I! Finish:Galvanized.Selected products available in stainless steel or ZMAX®coating. • , 2 u See Corrosion Information,page 12-13. 1 / Installation:•Use all specified fasteners.See General Notes I H1 • \• , •H1 can be installed with flanges facing inward (reverse of illustration 1). • •Hurricane Ties do not replace solid blocking. U \ 2'n •H2.5,H3,and H6 ties are only shipped in equal quantities of rights and lefts. s� • Codes:See page 8 for Code Listing Key Chart. °• ------ ------------------------------- s Available with additional corrosion protection.Check with factory. 51,4, Thidrness Fasteners Allowable Uplift Loads Model To Rafters/ To Plates/ DF/SP SPF/HF No. mil(ga) Truss Top Track To Studs (133) (160) (133) (160) Re I4----• Ile H1 43 mil(18) 6-8dx11/2' 3-110 1-110 490 585 400 400 ' •\•• 4\ • • H2 43 mil(18) 5-8d — 5-110 335 335 230 230 151 • 4 •\\ H2.5 43 mil(18) 5-8d 3-110 2-110 415 415 365 365 • H3 43 mil(18) 4-8d 4-110 — 400 400 280 280 ttfN\ HS24 • H6 54mi1(16) — 8-8d 8-110 915 950 785 820 • U.S.Patents • H7Z 54 mil(16) 4-8dx11/2' 2-110 8-110 930 985 800 845 170 3•ia� • 5,603,580 • HS24 43 mil(18) 8-8dx11/2' 4-110 4-110 625 625 520 520 I • 1. Tabulated loads under the 133 and 160 columns have been 3. Hurricane Ties are shown installed on the outside of increased by the woad load duration factor,CD,for seismic wall for clarity.Installation inside of wall is acceptable. and wind loading and may not be increased.They must be For Continuous Load Path,connections must be on `-..,.....1`-'2'/..-- to reduced when other loads govern.Tabulated loads do not same side of wall. coinclude the 1/3 stress increase. 4. When cross-grain bending or cross grain tension 2, Loads are based on attachment of cold-formed steel cannot be avoided mechanical reinforcement to resist atl members having a minimum thickness of 33 mil(20 ga). such force should be considered. C lo `\ 1• • u aW • ?OW H7Z 9'��y,+ H2 i9H6 l''6 ✓ 5,�j6/ • m40 0 0 1 ' 106V 2*„ / s 191 1,- --,e-i o 1'rb I T. o ,e- H2.5 H3 42.1;r;:.,: 4:.;-::--_N, t'''',.N.,. z ' [4:::: ;;%---:, ,_.-'„,..1., ''''e '1.---=-•,,'-=''.:"'.1 V'Et r -ye o I .-E(cation © H2 Installation I© H2.5 Installation O H3 Installation a <73 t- Use a minimum f +, of two Ne nails Do not install N this side of truss p --9 a- (total four N8 �a 4 'i 7 double shear nails into �' ". nailing . truss) i____," 7,7_,:::-'" cUSx _ .) •--:•_, .•=• ,I\l' �1 Eighto screws r:;-:" Ni*:, if (I%rud I,` and two into I M r' Li top plate 1 4 i-t V : © H6 Stud to Top O H6 Stud to Band 56 Plate Installation Joist Installation 0 H7Z Installation Q HS24 Installation . , 7 N. N < 0 1 5 1 g 1 V 1 c e'. 1 . re E F. " CS 11 '.t. 6 E ,,, Dui c.i ,_ 4_, ...., ., . z t O Q goii V) .-, Q L1+ o� s N re., \ I--- q O f o, t,--1 0 d .... Lii > q (Y U A 15 g W A 1 i g i _J E ad Y II \\% V-11.. 5 ... _____ ___a ___‘ ---,„. ---+ vi__E_____ 1