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Home My WebLink About12x12 Shed 2006 coIo, rn I a)1 of N Q ` of . c z o! z( Ln O o � Ll � ° = 5 co •.• ft) aJ U c � O i, (J) �' c = a a ami CL) 0 0_ c u E E LL c U ai N �,, o -" Vn U j, ?• U C cn (I) O c0 O m "ai v a�v a) C 0 c �1 O O cn L 1.-_- ~i E V O cn) cn p u) u I.- = u I no >- U o ! E E { V Q) ( i 0 0 W Z I— Z o cu I a s Qa o -� n 0 ▪ a of V —I Fe V tD Z Q O C - M, O.v ZWo � �L C I 1 N LL CO W W u) u -p o en O W I— lii o ' Q oJ Wul Z` Qc zu0)fy (' N; W -p c . >' -Di v) m J' CLI CU O' N 1 N o �t- L ( Va a X f " O co QU) �i '51 cu c O "0 p wC pl o; V 2 i a1 4-' U U ' (J)i 031 �E .E c ro Cr)O 4; c J C VI UV �' "d 112 CU 0, 1/1 n (r) Zm (13 lz(Jno O NOE 0 O v a) �' Q) Q Q C L U U .� Q 0 0 ,�-i o f can z p U cn a) C aw a) 4 L- c ra C-' p o � o 0 E vi 0 n. 1-- U �, a a M U cn 0 Town of Montville 2 olv Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CERTIFICATE OF OCCUPANCY APPROVAL 11iDO II L- 41e Prbperty Address CM Irl a Job Description No Certificate of Occupancy will be issued until all of the required signatures have been obtained. Required Department Certificate of Occupancy Approval Approval •� ® WPCA Yj / 1/DV Required for all occupancies on sewer Comments: ✓ Planning &Zoning �c✓� 0 o$ Required for all occupancies gig?a li•el date Comments: Health Department Required for all occupancies with septic systems Signature/date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements : igr` Comments: ❑ State Dept. of Transportation Required when STC Certificate of Operation is applicable Signature/ date Comments: ❑ Police Department Required for all occupancies-except one&two family Comments: ❑ Fire Marshal Required for all occupancies-except one&two family Comments: Revrset August 5,2005 -10 Field Inspection Notice Town of Montville Building Department February 5, 2008 Address: 11 Polly's Lane Job Description: Shed 12'x 12' Permit Number(s): B2006-0240 Permit Date: 6/7/06 Not Approved Approval INSPECTION Date: Deficiencies Special Date Conditions CERTIFICATE OF 6/19/06 JS OCCUPANCY • • Rev.Date: 1/18/06 Pape 1 of 1 �.. Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231 12/21/07 John Jennings 11 Polly's Lane Uncasville Ct 06382 Dear John During a resent review of our files it was established that permit# B2006-0240 dated June 7 2006 for construction of a shed has not been closed out because a certificate of occupancy hasn't been issued but a final inspection has taken place. You need to come to our office between 8:00AM and 4:30 PM to pick up a sign off sheet to be filled out and returned.Then the C/O can be issued,your cooperation in this matter would be greatly appreciated. Please be informed that the use of this shed without the issuance of a Certificate of occupancy would constitute a violation under the Connecticut Building Code. Respectfully yours Charles Corell Building Inspector cc: File o -1O Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CERTIFICATE OF OCCUPANCY APPROVAL Property Address S Irl a Job Description No Certificate of Occupancy will be issued until all of the required signatures have been obtained. Required Department Certificate of Occupancy Approval Approval WPCA c u- 9 j �, a141/D> Required for all occupancies on sewer / !'"lrlclti3rCr'rtY' Comments: •✓ Planning &Zoning Y (:)-C6 Required for all occupancies ',,,iignaturel date Comments: Health Department Required for all occupancies with septic systems Signature/date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements -2 , Ur C! Comments: ❑ State Dept. of Transportation Required when STC Certificate of Operation is applicable S(+_!na Lure/ date Comments: ❑ Police Department Required for all occupancies-except one&two family n sat' date Comments: ❑ Fire Marshal Required for all occupancies-except one&two family Comments: Revised August 5,2005 • • Field Inspection Notice Town of Montville Building Department February 5, 2008 Address: 11 Polly's Lane Job Description: Shed 12'x 12' Permit Number(s): B2006-0240 Permit Date: 6R/06 Not Approved Approval INSPECTION Date: Deficiencies Special Date Conditions CERTIFICATE OF • 6/19/06 JS OCCUPANCY • • Rev.Date: 1/18/06 Page 1 of 1 1 Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville,CT 06382 Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231 12/21/07 John Jennings 11 Polly's Lane Uncasville Ct 06382 Dear John During a resent review of our files it was established that permit# B2006-0240 dated June 7 2006 for construction of a shed has not been closed out because a certificate of occupancy hasn't been issued but a final inspection has taken place. You need to come to our office between 8:00AM and 4:30 PM to pick up a sign off sheet to be filled out and returned. Then the C/O can be issued,your cooperation in this matter would be greatly appreciated. Please be informed that the use of this shed without the issuance of a Certificate of occupancy would constitute a violation under the Connecticut Building Code. Respectfully yours Charles Corell Building Inspector cc: File 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: B2006-0240 Date: 07-Jun-06 Map/Lot: 103/062-000 Owner ID: 5601000 Project Location: 11 POLLYS LANE Unit: Job Description: Shed 12'x 12' Owner Name: John M Jennings Tenant Name: N/A Careof: 11 Pollys Lane Uncasville CT 06382- Telephone: Contractor Name: Sheds USA Telephone: (800)441-8489 DBA: Lic/Reg Type: HIC Lic/Reg No: 551367 755 Banfield Rd. Exp Date: 30-Nov-06 Portsmouth NH 03801- Construction Value___ Permit Fees Construction Information Building Value: $2,664.00 Building Fee: $24.00 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: $2,664.00 Penalty Fee: $0.00 Permit Code: R9 C of 0 Fee: $10.00 Comments: Plan Review Fee: $2.40 State Ed Fee: $0.43 Total Fee Paid: $36.83 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING, MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing- Prior to pouring concrete U R Plumbing and leak test ❑ D• eck Piers ❑ R Electrical ❑ B• ackfill - Footing drains and waterproofing ❑ Elec Trench -with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor framing E Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation [i Certificate of Approval icat: . occupancy Building Official's Approval: .44 Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: ,f''JA Y /7/ ZOea 6 Job Address: // Row,- ¶s L/J jJj9 Job Description: /Zx /Z S/11) Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every pet-mit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit application not Co leted (-X Plans required Permit fee due$ 3 ...13 Plans do not match the building plans Permit fee to be calculated Finish floor elevation not indicated 1.. Worker's comp.affidavit or worker's comp.certificate to be submitted Distance from the property line(s)to the structure not identified Copy of contractor's registration or license required 9 Structure dimensions not provided Construction permit sign-off sheet required with appropriate approvals,it shall Existing and proposed contours are not provided or insufficient be the applicant's responsibility to obtain the required signatures Footing drain discharge not identified Affidavit required from the holder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply for a permit with their information Delineation of flood hazard areas and design flood elevation is required per Provide supporting documentation to show compliance with the 2003 IECC section RI06.1.3 (www.energycodes.gov)OR Private sewage disposal system to be identified along with all technical and soil • One-and Two-Family Dwellings with 515%glazing area to conform to the data as per section RI06.2.1 requirements of section N1102.1 Grading is to slope away from the building,provide more detailed information • Townhouses with 5 25% glazing area to conform to the requirements of Plan submitted is not the same plan that has been approved by the Zoning section N1102.1 Department and/or Health Department Two sets of construction documents required, this includes all engineering Retaining wall-construction documents required data,calculations and all other documentation(R106.1) Retaining wall documents required to be stamped and signed by a Connecticut Documents are copyright protected,provide original plans or a letter from the Registered Professional Engineer designer authorizing the duplication of the plans Field set of the approved construction documents are required to be picked up FOUNDATION from our office and must be available on site during all inspections No plans submitted or insufficient information Construction documents shall be of sufficient clarity to indicate the location, Dimensions required nature and extent of the work proposed as per section R106.1.1 Wall thickness not identified Construction documents do not match the orientation of the structure on the Footing size not identified site plan Frost protection not identified or is insufficient Column type,size,spacing not identified or insufficient WIND LIMITATIONS Waterproofing details not provided or insufficient Submit supporting data to show conformance with the wind limitations (3 Pier type,size and anchor details not provided or insufficient second gust @ 110 mph) Engineered foundation plan required Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter Crawl space ventilation,location,type and size not provided or insufficient 2;ASCE 7-2002;SSTD 10-99) Crawl space access,location and size not provided or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer Documents must be designed to either WINDOWS&DOORS Door sizes not identified • Wood Frame Construction Manual,2001 edition Window size&type not identified • ASCE 7-2002 edition Window header size not identified or insufficient • SSTD 10-1999 edition Door header size not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer if based on ASCE 7-02 or WFCM chapter 2 GARAGE and CARPORTS Shearwalls not identified on the construction documents or are insufficient No plan submitted or insufficient information provided Shearwall calculations required Building section required Ridge connection not identified or insufficient Opening protection between the garage and residence is not identified or Roof-to-wall connection not identified or insufficient insufficient per section R309.1 Wall-to-wall connection not identified or insufficient Separation between the garage and the residence is not identified or insufficient Wall-to-sill connection not identified or insufficient per section R309.2 Provide engineering data for the piers to resist gravity,lateral,shear and uplift loads,stamped and signed by a CT licensed design professional ELEVATIONS Hold-down devices,location and type not identified or insufficient No plans submitted or insufficient information Foundation anchor spacing not identified or insufficient Plans do not match the floor plans Construction documents do not match the engineering data submitted Finish grade not identified or does not match the site plan Cold-formed steel framing shall be designed in accordance with COFS/PM- Building height(s)not identified 2001 edition Dimension height ofchimney Roof pitches not identified Trviserf'February 23,2006 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 .00 °''a aC''l° Type of Work Occupancy Type Permit Type 0 New Construction J Single Family Egj Building 1 ❑Addition I=1 Two-Family ID Plumbing MAY 0 1 2006 ❑Alteration ❑Townhouse ❑ Mechanical ❑Accessory Structure ❑ Electrical CRS#: BUILDING DEPT. Job Address: ( 2,311 .3 Cate) ' (Number) (Street (Unit) Job Description: j k I a t..9oo ev s�e�C �, , �,�, p 5 r Owner: 30 5 S Address: // // �O/(7 S (.c <-' 61 City: U''NCa J u, /G State: a Zip Code: OG,3J-Z Telephone: (. o) _ S r S S Contractor: S H et-65 S p DBA: 4brv1E bepo Address: -7'Sra�AU J /� ,Q l' City: Aft TJ/11 Lc a State: iU_ Zip Code: C)3 fro i Telephone: CS 0 0) 44 I - g t1 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 hrough 42 of the Residential Code. Owner/Agent Signature: ' Date: .s- / - 0 (c Construction alue Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of O Fee: Plan Review Fee: State Ed Fee: Total Fee: *visa:cDecem6er31,2005 Town of Montville Building Department File Receipt Date: 25-May-06 Receipt No: 1318 Received From: John Jennings Job Address: 11 Poll 's Lane Fees Collected State Educational Training Fee Cash: $36.83 Cash: $0.43 Check: $0.00 Check: $0.00 Check No: 0 Short/Over: $0.00 Construction Value: $2,664.00 Demolition Value: $0.00 Received By Sandra Pandora p,i2,..,..4„/„....2.40..b...,6.040.........., Address: 11 Polly's Lane ITEM CITY 5/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 114.17 $ - $ - Basement,Finished SF $ 20.87 5 - S - - Basement,Unfinished SF $ 11.28 $ - S-Crawl Sapce SF S 8.46 $- - Intehor Renovations SF S 31.90 $ - S - $ - MANUFACTURED HOMES Ground Anchors SF $ 5.86 $ - $ - $ - - BaserneM SF § 1128 $ - $ - $ - Crawl Space SF $ 8.46 $ - $ - $ AMENITIES Kitchen EA $ - $ - $ - Fut Bathroom EA $ - $ - Half-Bathroom FA $ - $ - - GARAGE Attached SF § 49.41 $ - $ - - Detached SF $ 63.21 $ - $ - Under SF 5 9.12 $ - $ - Carport SF $ 18.08 $ - MECHANICAL Wane-air N YIN S - Hot Water N Y/N $ - Electric N Y/N S - AirConditioning N Y/N $ - ELECTRICAL SERVICE Upgrade Amps $ - Overhead,new Amps $ - Underground,new Amps $ - Subpanel EA $ 545.00 $ - Gen Set FA S 3,500.00 $ - - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 5.907.00 $ - Masorny w/lfireplace - EA $ 6.451.50 $ - Masonryw2fireplaces FA S 10,087.00 $ - Wood Stove,free standing FA $ 2.447.50 $ - Wood stove insert FA $ 1,690.70 $ - - DECKS,PORCHES,SUNROOMS Deck SF $ 39.16 $ - Porch - SF S 135.80 $ - Srnroem - SF $ 160.82 $ - $ - POOLS&HOT TUBS Hot Tub EA $ 7,287.50 $ - $ - Inground Pool EA $ 19,430.40 S - $ - Above Ground Round FA $ 5,472.50 $ - $ - Above Ground Oval EA $ 4.63588 $ - $ - - Pool Heater EA $ 8,167.50 $ - - Inflatable Type Pool EA $ 1,542,42 $ - - SHEDS w/o electrical 144 SF $ 18.50 § 2.663.86 wlelectncal - SF $ 18.50 $ - $ - - RENOVATIONS Roofing,Overlay SF § 3.38 $ - Roofrng.Strip&reroof SF § 3.76 $ - Roof Sheathing SF $ 1.19 $ - Sictng SF S 2.30 $ - Windows - EA $ 423.50 $ - Skylights - FA S 955.54 $ - - Doors.Exterior FA $ 401.50 $ - Oil Tank,275 Galion FA $ - Oil Tank,550 Galion EA $ - MISCELLANEOUS CALCULATIONS TOTALS $ 2,663.88 $ - $ - S - PERMIT FEE CALCULATIONS Construction Value Fee Building $ 2,664.00 $ 24.00 Plumbing $ - $ Mechanical $ - $ Electrical $ - $ Working before Permit Issuance n $ Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 240 State Education Fee $ 043 TOTALS $ 2.664.00 $ 36.83 Figures are based on the 2006 RS Means Residential Cost Data c J irr Gwr 'Mtr',.s� it t r 4�4 r k�`f�' r `r 1. ff7,14t,P q4/ ' e � � .f'_ k fi .. ti..' skl• :;;i ;,11,7- ' '10 y i':"';',.••7•-...'41.4r•....-1.:•••=4. _ . , , t (.i11 r r_ , r � 14ia t{e •.'.4=Uy i• ..1 •Y . ..,..:‘,.•.,...:.1.1,."7: k ' ' 4::::. :1 :: cU w: ::*._ :: tit . • # ` _ wT tftt. ieMIM gni _=;,,. ;,. . f ,./......., , " 0.0N, •, s w 6-' : ‘'''..1,1,,.i.,..r . ' •r ^ • . .:'1.1-",.' ij IiV✓ 60 a) ort s;, 31 ._ NI vow, .*-..,..?,i,,vl a::4, z tom,, • r-1 r '' r., • ' �. .� too • .l�•. /1 -, fly ,:,-.'1.,,-.-,-.;.' lry tr L7� ,`'ww7`� rigr lrir. i.SC!t��t tttl� �.5� {lg9M`� tc� r1:. • tAl i !t 4;:i ,t MI f >r'r' in ii 't+1}n ay i4 J •2 d�.. .�!;, 51,. 2. ,.y ��iti,� .2 �ti .1,: ^`�''. _ Issue Date 12/2312005 S ` Sigma—One k j A WorkersCon p nS3tton Trust below. PO Hoz 138 Concord_NH 03303-1387 ` CERTIFICATE OF INSURANCE CERTIFICATE SOLDER ' Companies Affording Coverage Kate Hillman i Home Brands,Inc- COMPANY The Granite State Workers` Cornpeasation i j LETTERt 755Barfield Road �ienutacturer's Trust 1 Portsmouth,NH 03801-5670 COMPs B Ssiet}National Casualty Corp. LETT • This policy is effective at 12:01 a_m. on 11112006, and will expire at 11:59 p.m. on 12'31/2006. This policy will j automatically be renewed unless notified by either party by October 31 of any fund year. i I COVERAGES This is to certify that the Workers' Compensation and Employer's Liability Insurance has been issued to the insured named above for the I policy period indicated. not withstanding any requirement, tern or condition of any contract or other document with respect to which this I certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms.exclusions and 1 conditions of such policies. • Policy I Policy i LIi+�ItTS i Type a{lnsuraeceJCarrier Policy Number Effective _ Expiration 1 •___ W/C Statutory Limits Workers' Compensation &Employer's LiabilityI ` E.L.Each Accident ISI,000,000 1 WC0106178 1/1/2006 12/3112006 E.L.Disease-Pol Limit ;51,000,000 The Granite State Workers' I. j Compensation E.L.Disease Each Emp IS1,000:000 �Cverkcr_' Compcnsarica iS? ,000,000� Excess Insurance I SP1B 19N-1 1/1/2006 I 1/1/2007 Safety-National Casualry Corp. Employer's Liabiiir< !St.000,000 Description of Operations: [EMMBER CANCELLATION Should any of the above descibed policies be canceled before the expiration date thereof,:Me issuing company cviU endeavor to mail 30 days written notice to the•certifietee holder named to the left, but failure to mail such notice•shallimpose no obligation or liability of any kind upon the company„its agents or representatives- . SILO in a/ 12/23/200 Authorised Representative Date 1 ACORD fi, CERTIFICATE OF LIABILITY INSURANCE 1 03/o8 2a06) 03/08/2006 PRODUCER (603)436-2275 FAX (603)436-8766 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION D.B. Warl ick & Co. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE X69 Lafayette Road HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. ,rtsmouth, NH 03801 INSURERS AFFORDING COVERAGE NAIC I IHsuRED Home Brands Inc. — IR5URERA Hanover Insurance Company 22292 dba Sheds USA ,NsuRER B: - 755 Bonfield Rd/Ste 1 INSURER C — —` Portsmouth NH 03801 IN?URERO: ENSURER E: COVERAGES _ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDINt ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT CR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SuC'I POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MLIR paRq A TYPE OF INSURANCE POLICY NUMBER ' POLICY EFFECTIVE POLICY E IRATm UdtRB DATEJMMIOG/YYI j1,I OODII GENERAL LIABILITY 806030615134 03/05/2006 03/05/2007 EACH occuRRENCE 5 1,000,000 X COMMERCIAL GENERAL LABILITY DAMAGE TO RENTED A. P3Fu4PSJnrana„n,t 5 50,OOC CLAIMS MADE l X ,OCCUR MED EXP(Any ane Demon) 5 5,000 A PERSONAL 6 ADV'INJURY 5 1,000,000 _ GENERAL AGGREGATE 5 2,000,00C GENt AGGREGATE LIMIT APPLIES PER PROOUCTS-COMPIOP ACC S 2,000,000 POLICYri JE T LOC AUTOMOBILEuAENLITY 806030615135 03/0S/2006 03/05/2007 r COMBINED SINGLE Li Ml7 5 X ANY AUTO (En 6[ciQant) 1,000,000 ALL OWNED AUTOS BODILY INJURY A SCHEDULED AUTOS (Per person) X HIRED AUTOS • BODILY INJURY X NON-OWNED AUTOS tear acc Don) 15 PROPERTY DAMAGE 5 (Pe/au:10A) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO EA ACC S OTHER THAN AUTO ONLY' AGG S EXCES&UMBRELLA LIABILITY EACH OCCURRENCE S 7 OCCUR I—CLAIMS MADE I AGGREGATE S S 1 DEDUCTIBLE $ RETENTION S _ S WORKERS COMPENSATION ANO ITN" STAiMiTTU-S -ITN' EMPLOYERS'LIABILITY ( ORY l FR ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT S OFFICERIMEMBER f7(CLUOE07 E.L.DISEASE•EA EMPLOYEE S F ye0 OeeC'106 yltcm SPECIAL PROVISIONS DoIow E.L.DISEASE-POLICY LIMIT S 01•14ER8060306151341 03/05/2006 03/05/2007 350,000 Limit A seed Insured's roperty In Transit $5,000 Deductible OESCMPT10N OF OPERATIONS I LOCATION6 I VEHICLES f EYCLUSIONS ADDEO EY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICcATE-HOLDER C/ CELLATIQN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MNL OATS WRITTEN NOTICE TO THE CERTIFICATE hOLDER NAMED TO THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE HO OBLIGATION OR LIABILITY OF ANY'URD UPON THE INSURER.ITS AGENTS OR REPRESENTATIVES. 1 Evidence of Coverage AUTHORIEEO REPRESENTATIVE > _ _Edward Young/CJO L.j_ ACORD 25(2001108) CACORD CORPORATION 1988 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 /1 go/V,5 n - G/.�e/3 /7e� C % Property Address /3x JQ Lf Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval Tax-Collector sk t ti c, Signature/ date Comments: 111 WPCA, Administrative % �o Comments: ❑ WPCA, Operations Signature/date Comments: Planning &Zoning ,, 51/06 Signature/date Comments: e-eA.444-j/ .2c3 (, - 0 B ❑ Health Department Signature/date Comments: ❑ Department of Public Works Signature/ date Comments: ❑ State Dept. of Transportation Signature/ date Comments: Fire Marshal eIr �I l..O b w �1 Signature/ date Comments: IN I Pk - 4 L.i�111�l l cviseaAugust 5,2005 Sheds USA Inc. - Home Depot specs Delivered - Built - Guaranteed Roof Construction ripproi Roof Height Wptls 7/16"OSB sheathing 6ft wide peak- 8'* 2x4 construction,24"on center 2x4 trusses w/TP1 plates,24"on center 8ft wide peak-8'4"s Siding Types: aft, 3-tab,self-sealing asphalt shingles Stt wide gambrel - 9" Pre-primed Shed panel All Peak roof pitches arc 5/12 l Oft wide peak-8'1 1" Pine(1x6 horizontal tongue&groove) Gambrel roof pitch is 12/12 at bottom loft wide gambrel -9'7" Cedar(1x6 horizontal tongue&groove) changing to 5/12 pitch at the top 12ft wide peak-9'8" Vinyl Siding on 1/2"plywood Gable vents are optional in 2006 121t wide gambrel - 107 Peak/Gambrel std wall height-71-1/2" Optional architectural shingles 'add 2"if 2x6 joists Extended Peak front wall only height-75" On Peak roofs only Add 15"for 7ft walls Optional 711 walls are 86-1/2"tall 1ii . 11 000 ►11 11. 010 41p ii ii7i *lir 1) 440,,. vosi -4.14 ..c. .,,ovixtorta0vv legrisj ,re;.,,,. „ok. , 11 Apil limiLb-4 1 16 .,...., --.4,-- — —•••07 't 1 ,, io, i E.,. , „..- .... 41114Mi ... 11-4 illb" ' --PP .1.-1 ' 1 111 ' ----;g4 ' —mil l g � �!, IIJI 'A � f _ .III lamVi/ -- - ft , ate-== l 1 _`^`f, _ .. , ,.—...Jk i\ti , -; "401%------i Ns. -- -gg PA* 0* KIIIPoi;i-' ' PT 4-x4 CENTER BEAM ON a► -- 1 — 12ft GABLE W1OTH ONLY `� __-- — {MOT ON 8` & 10` WIDE} _ '' Windows Doors (i Fl4er. Size: IS"wide x 22" tall (approx) Standard 40"double door (except 6'x6'shed) 5/8"053 Includes flower box&shutters Optional 27",54",&66"doors optional 5/8"PT plywood Optional window screens Optional 66" or 96" roll-up door* PT Floor joists- 16"on center Wooden Sheds-functional windows Door height 68",opening height 66-1/2" 2x4*- 6'&8'wide sheds Vinyl Sheds-non-Functional windows opening width 1/2"less than door With optional upgrade to functional Door opening height on 7ft walls 80" (*optional upgradenter) [0 2x6 � g 8 � 12"on center) 96" roll-up door only available on 12'gambrels 2x6+- 10'& 12'wide sheds (`optional upgrade to 12"o.c.) Concrete block supports PT 4x4 runner under center of 12'gable width sheds only Note:Options may not be available for all sheds. Call your Distributor or Sheds USA for more information. X ATec fi n i c a l\Sh a dsk Shed-C u t aw ay-Diagram-M D.d o c Version: 4/)2/06 511 E 755 Bonfield Rd., Portsmouth, NH O38D1 12x12 Vinyl Portsmouth/Horizon w/ Gambrel Reef Tel. 800-441-8489 Fax. 6D3-868-3883 Drawn by: Lenny Andrews x402 139" r —117 ]-r -rh--Tr--rr--n-- ;--r--rr---rr--n-4-Ir 1 ,!....J III II I 1 I—LI) 1 ii i I cp1-1- 1 II f---!4j II I I I--11-y= I II II I 1 II 1 1 2x4 RAFTERS W/TP1 PIAL. , 24'0.C. 7/16'OSH 24-D SHEATHING z I II II I I II I I I TOENNL TRUSS TO TOP PLATE z G 1 II H I I II I I r� I li it I I II 1 1 URRICANE CUPS OPTIONAL z N 1 II 11 1 1 11 1 1 i ■ o m1 I I if I I 11 1 1 1 72 8 o I II II I 1 n 1 I1 ,....iiiiiKRNATE COLLAR DES, 4FT D C • ii I I I II 1 PT41 !12FT LONG l 11 11 u i II II 1 FRIM FLISTS II II II 2x2 NAILER ON GABLE ENDS o 0 1 it li I II ! I n 11 II !' n o e-T—II 11 1 Ir--T�kRiM dOISTS;1 11 II FirIi-' m ¢ o L.L.�.1? II I ! �.__il_I H H I i !_LLJJ_J _Q 'v cgi L i I II I 1 I 11 H 11 I I 1 1_7, N I I II II I I • I I I I II I II 1 1 1 `�' JJ OU Q ! , Ft ti 11 I . Cr W CO ¢ oz 1 I I I I I it I ad z CN o I I 72 "o -2 I I I p v 1 1 1 E3 4,; r- 1! 9 I 47,11 :‘ M "ter- �1 i i i v ,� ,, i i -,.&... -- .� �� 571" 571' 8'-+� �./ c,i.,i ,.i., �. ,,ic.�i..� i�.i�i ic,�i :! t 2x6 FLOOR FRAMING PLAN,16 O.C., OPTIONAL _ o.c. SECTION VIEW ® GABLE END - — SH:WING 4°CRA1EL PADS(BY CUSTOMER) UNDER BLOCKS (REVD IN 12' TO 16' 6 IPTIDNAL ANCHOR KH (PURCHASE BY CUSTOMER REQ'D IN CT) ALTERNATE CJLLAR TIES, 4FT O.C. �2x4TOP PLATE DOUBLE 2x4 HEADER - RAFTE'S PLACED ..-24"—. ON GENTS 5 ---�--- ,� ----� -- — ---- I spm___ I II II SPAN: n 2x4sI21r PLYWOOD 1EATHING UNDER VINYL SIDING- 22'21"DOOR=262" 1p-coxI L, HEADER DETAIL 4D'D00R=392" Z o 54°D00R=53�" h- :184' " " LESS THAN 24' JV-'' 661D00R=652 2z4 rd.. STUDS 24' tON CENTER 1YPICAL DOOR FRAMING WINDDW FRAMING BACK WALL FRAMING PROJECTED GABLE AREA 28.95E , VENTS PROJECTED ROOF AREA 455E-\rc.25 YEAR 3-TAB FIBERGLASS SHINGLESI4� EXTRUDED VINYL 1MNDOWS�I 5 2 b ALUM, DPoPEDGE 4 t ` -* 1 11-111/- , 12 : . : . 11 : ; 11 : LL, D �� i 1 ( I 1 1 1 I 1 l 12 / I 1 I I I 1 1 I i 1 I ra 3 z 1 1 1 I I 1 1 1 ( I 1 , , I 1 1 1 1 1 1 I 1 1 1 I 1 , , w E,--, { ry---�1�- ,, a N g -- 11111 - _ U In t� 9 -41 `,-, r -_ 8 A...- _-_ T. - r -, f,. t t PROJECTED WAJJ AREA 75SF 4D' STANDARD VINYL DOOR- PROJECTED WALL AREA 724SF TOTAL PROJECTED AREA=103.9SF LEFT GABLE END WALL FRONT ELEVATION TOTAL PROJECTED AREA=117-4SF - 144' - 139" Sheds USA Inc. - Home Depot specs Delivered - Built - Guaranteed Roof Construction Approx Roof Height Walls 7/16"OSB sheathing 6ft wide peak- 8'* 2x4 construction,24"on center 2x4 trusses w/TPI plates,24"on center 8ft wide peak-8.4"* Siding Types: 3ft,3-tab,self-sealing asphalt shingles 8ft wide gambrel-9'* Pre-primed Shed panel All Peak roof pitches are 5/12 l Oft wide peak-8'11" Pine(1x6 horizontal tongue&groove) Gambrel roof pitch is 12/12 at bottom 1Oft wide gambrel-9'7" Cedar(1x6 horizontal tongue&groove) changing to 5/12 pitch at the top 12ft wide peak-9'8" Vinyl Siding on 1/2"plywood Gable vents are optional in 2006 12ft wide gambrel- 10'3" Peak/Gambrel std wall height-71-1/2" Optional architectural shingles *add 2"if 2x6 joists Extended Peak front wall only height-75" On Peak roofs only Add 15"for 7ft walls Optional 7ft walls are 86-1/2"tall - � �=. -- —611111 : '!"11 IN V/ 'I *1 100,,dift Vill Viiii141010" moo WOVIIII IW IlLsoo----", ,,,iiiiiilll ; ti 1 ' ' - --,1 /-----1 .-- -----''_. ',111 1 0 1 III ' W ` (' r - illi PP_ ____,-f-•°, 7., biiii„ ___ - ., I 1 , , __ ,,, ,, _ ...._. . , ,_ _ ____,„ ,, ... _ __ , , ,, . ___ . . __ .._ ,-.,T. :.--„,=___,_- _., _ 3 ,, ,,I ,,,..-oodirr- 1112°/-'_..,A4111 7 =III* \ 111 ,. . PT 4x4 CENTER BEAM ON -0� ` ` �, 12ft GABLE WIDTH ONLY `� (NOT ON 8' & 10' W1DE) 1, 0 Windows Doors Floor Size: 18"wide x 22" tall(approx) Standard 40"double door (except 6'x6'shed) 5/8"OSB Includes flower box&shutters Optional 27",54",&66" doors optional 5/8"PT plywood Optional window screens Optional 66"or 96"roll-up door* PT Floor joists-16"on center Wooden Sheds-functional windows Door height 68",opening height 66-1/2" 2x4*- 6'&8'wide sheds Vinyl Sheds-non-functional windows opening width 1/2"less than door (*optional upgrade to 2x6 With optional upgrade to functional Door opening height on 7ft walls 80" @ 12"on center) *96"roll-up door only available on 12'gambrels 2x6*- 10'& 12'wide sheds (*optional upgrade to 12"o.c.) Concrete block supports PT 4x4 runner under center of 12'gable width sheds only Note:Options may not be available for all sheds.Call your Distributor or Sheds USA for more information. X:\TechnicalSheds\Shed-Cutaway-Diagram-HD.doc Version: 4/12/06 BASE ENGINEERING INC. - (610)437-0978 ■ • (610)770-9600 CONSULTING ENGINEERS&SURVEYORS • (610)433-5990 ENGINEERING INC. (717)285-7175 1044 N.QUEBEC STREET,ALLENTOWN,PA 18109-1607 e-mail:BaseEngineering@Base1044.com FAX(610)432-3800 CIVIL • STRUCTURAL • MUNICIPAL • ELECTRICAL • MATERIAL HANDLING • MECHANICAL • SUPERVISION PROJECT: Installation of a Shed by Sheds USA At Uncasville, CT The anchoring system for the sheds is to be 3" steel earth anchors by American Earth Anchors or approved equal. See attached information on the anchors. The assumed soil type is class 2 — medium sandy gravel, which has an anchor pullout of 1700 lbs. The uplift load on the shed has been calculated to determine how many anchors are required. Attached are dimensions of the shed. Reference Codes: • International Building Code/2003 • ASCE 7-05, Minimum Design Loads for Buildings and Other Structures WIND LOAD: (Section 6.0 —ASCE 7-05 and/or Section 1609 — IBC/2003) Section 1609.6 IBC —Simplified Wind Load Method ps = A Iw ps3o Basic wind speed - 110 mph (3 second gust) (Fig. 1609) Exposure Category - C—open terrain A—adjustment factor—Table 1609.6.2.1 (4) For h = 15' then A = 1.21 IW— Importance factor—Table 1604.5 ; IW = 0.77 ps30—simplified design wind pressure—Table 1609.6.2.1(1); roof slope 5:12 or 22.6° Horizontal pressure zones—sum of windward and leeward net pressures on vertical projection: C— Interior zone wall: ps30 = 17.7 psf for 20° roof slope; For h = 15' then ps = (1.21)(0.77)(17.7) = 16.5 psf Vertical pressure zones— net (sum of internal and external) pressures on horizontal projection: G— Interior zone on windward roof: ps3o = (-)16.0 psf for 20° roof slope; For h = 15' then ps = (1.21)(0.77)(-16.0) _ (-)14.9 psf SNOW LOAD: (Section 7.0 —ASCE 7-02 and/or Section 1608— IBC/2003) pf= 0.7 Ce Ct I pg Ce—exposure factor; terrain category C fully exposed; Ce = 0.9 Ct- thermal factor ; unheated structure - Ct = 1.2 I - importance factor; Category I —temporary facilities; I = 0.8 pg - ground snow load; pg = 30 psf pf= 0.7(0.9)(1.2)(0.8)(30psf) = 18.1 psf Use snow load = 20 psf P:\BaseEngineering12006 Jobs\2006-072\CalculationCT\Clerical\ShedCalculations4-27-06.doc 3-inch Steel Earth Anchors--American Earth Anchors P ' "� About Us k #' , , !!!t 11111 IIII. �.'' �f Contact � ' E4NJI1%L1"A c EA T A CHORS Penetrator 3-inch Light-Duty Military-Spec Accessories Store Quote Srre' x Anch,-r Earth Anchor Earth Anchor 3" Steel Earth Anchors Made of high quality steel,American Earth Anchors'3"arrowhead-style ..- Learn more about y 3" Earth Anchors: anchor with integral swiveling cable combines superior pullout resistance,ease of installation,and dependability at a very affordable ii ) 1t I, , price. Pi F Applications / t Technical Details 0 Compared to straight-shank stakes or cumbersome augers,the distinctive design of the 3"earth Installation anchor provides up to 2,000 pounds of pullout force,more than enough to secure anything from a . mailbox to a tool shed. ► Get a Quote Use links at top for information on other products Order—Onlinee or Call Toll Free in USA -, 866-520-851 .- „? S i Outside the US, please call - � A > 1-508-520-851 € i, Australia&New Zeal w Order from our new, exclusive distribut ,4 SOLA••NLIN, , The Penetrator 13"Steel Anchor I MIL-Spec 4".6".8",&10" �Accessories I Store I Ouotel Contact Us I About Us I Home Copyright 2005 American Earth Anchors http://www.americana.com/pages/31atrowpoinuindex.htm4/27/2006 9:52:31 AM 3-inch Steel Earth Anchors--American Earth Anchors u ° 1• .' About Us , '� r . 'fx ','' _ 4,' it. - t t Contact A4 €AMERICAN EARTH ANCHORS �'` LiiIIY Home Penetrator 3-inch Light-Duty Military-SpecAccts arias sure Quos€ Screw Anchor Earth Anchor Earth Anchor " �, 3" Steel Earth Anchors °'° , .. ,. Learn more about APPLICATIONS 3" Earth Anchors: : Earth Anchors are ideal for securing: 3 ► Applications Sheds IfSheds ► Technical Details Tarps Car Ports I �.e Ci„ii Tents "� 'I"" ► Installation Trees Mailboxes ► Get a Quote Antennas at ' New Trees �` Use links at top Fencing �:'" , - for information `'' on other products playground and Yard Equipment t � � ' -i . Flagpoles Ciide�Oniine Portable Shelters and Canopies or Call Toll Free Carports , , in USA r „.4trolv:rt. x"--a Sheds 866-520-8511 Sports Goals i €4. r Outside the uS, Inflatable Play Structures •,, _ ' #`:�7t please call ,"� 111 1-508-520-8511 AND MUCH MORE! ”``, Australia&New Zealand Order from our new, exclusive distributor SOLARONLINE GREAT FOR THEFT DETERENCE! American Earth Anchors is a producer of high-quality innovative anchoring products and accessories for military,commercial,government and residential uses. Our engineers are ready to help with your anchoring questions and projects. �:. " The Penetrator 13"Steel Anchor I MIL-Spec 4",6",8",&10" �Accessories I Store Ii ctel Contact Us I About Us I Home ,41,_ Copyright 2005 American Earth Anchors ":Y a ,. ; ,:;":.... ,•',:j.:,.-,4,;-:':, « ` . -�" `:g> .,- , -:,:: e*a* 't ".... http://www.americanea.com/pages/3iarrowpoint/applications.htm4/27/2006 9:51:41 AM Technical Specifications for 3-inch Steel Earth Anchors--American Earth Anchors `� . k1110.11111 About Us - , ., ,,,,, .2,„ , it .-!, -3A, .. , !" ,' � �,Contact a AMERICAN EARTH ANCHORS R �/' IT} j11T:: Home 411t ;,.ator 3-inch Light-Duty Military-sprat Accessories Earth Anchor Earth Anchor Store ()unto 3" Steel Earth Anchors Learn more about TECHNICAL DETAILS 3" Earth Anchors: , Soil conditions-minimum vertical depth l-24 inches with 1/8 IPullout Force inch cable l ' ,-1 a Or' Applications Hard pan soil 2,000 lbs. 1, .m Class 1 soil2-dense sand&gravel 800 lbs. 10' Technical Details Class 2 soil2-medium sandy gravel 1,700 lbs. Class 3 soi12-loose medium to fine sand 600 lbs. i Class 4 soil2-loose fine uncompacted sand l► Installation git ,: I In determining vertical depth to the earth anchor,the thickness of topsoil,peat,soft clay and Get a Quote similar soft soils at ground surface should not be included. 2 The applicable class of soil is that present within a zone from the earth anchor to a point from IT one to three feet above the anchor depending upon the anchor size. Use links at top - for information on other products Or.er Online or a Call Toll Free '` in USA 866-520-8511 �,,:ti Outside the US, please call '-- 1-508-520-8511 Australia&New 2ealan Order from our new, 4, exclusive distributor; SOLARONLINE " The Penetrator 13"Steel Anchor I MIL-Spec 4",6",8",&10" I Accessories I Store I Quote' Contact Us I About Us I Home Copyright 2005 American Earth Anchors http://www.americanea.com/pages/3iarrowpoint/techspecs.htm4/27/2006 9:50:16 AM WIND AND DEAD LOADS OF SHED SHED SIZE 11' -7" X 12' DEAD LOADS: ROOF FLOOR WALL rafters = 1 psf joists = 2 psf studs = 1 psf sheathing = 2 psf sheathing = 2 psf sheathing = 2 psf shingles = 3 psf siding = 1 psf Total RF DL 6 psf Total FL DL = 4 psf Total WL DL = 4 psf WIND LOAD: Horizontal pressure zone - interior wall - C = 16.5 psf Vertical pressure zone - interior windward roof- G = -14.9 psf BUILDING DIMENSIONS: Bldg Height h = 10 ft Bldg Length L = 11.58 ft Bldg Width w = 12 ft Sidewall Height hs = 6.25 ft Roof Width rw = 7.21 ft TOTAL BUILDING DEAD LOAD: AREA DEAD LOADS TOTAL DL Sidewalls(hs x L) = 72.4 sq. ft. x 4 psf = 289.6 lbs. Endwalls (h x w) = 104 sq. ft. x 4 psf = 415.6 lbs. Roof (2rw x L) = 167 sq. ft. x 6 psf = 1001.9 lbs. Floor (w x L) = 139 sq. ft. x 4 psf = 555.84 lbs. TOTAL BUILDING DEAD LOAD: 2968.1 lbs. TOTAL WIND LOAD: Horizontal (h x w) = 120 sq. ft. x 16.5 psf = 1980 lbs. Vertical (2rw x L)= 167 sq. ft. x -14.9 psf = -2488 lbs. TOTAL UPLIFT ON ANCHOR: LOAD CASE: 2/3 DL + WIND: Summation of loads about end of shed to determine uplift load on shed P = [(2/3 DL + Vertical Wind Load) x L/2) - Horizontal Wind Load x h/2]/L P = -1109.57 lbs. /2 anchors P = -554.78 lbs per anchor < 1700 lbs O.K. USE ONE ANCHOR AT EACH CORNER P:\BaseEngineering\2006 Jobs\2006-033\Clerical\11.58x12Calculations4-27-06.xls Job Truss Truss Type Qty Ply it� SHEDS 12-DTCHL COMMON 1 1 f: i Job Reference(optional) t. TRUSS MANUFACTURING,INC.,NEWINGTON,CT 06111,MARIO GIGUERE 6.200 s Jul 13 2005 MiTek IndusMes,Inc.Tue Sep 13 20:23:47 2005 Page 1 / ir f' 02]0 6-2-0I 12-2-0 13-41-0 t 0-2-0 6-0-0 6-0-0 0-2-0 f` Scale=1:19.9 1,5 MI120= u. f: D 7„ f;, t 5.00 12 5. 5x5 MI120i 5x5 M1120a 1'' 1 E D imiiiiiiiiliiii 1200. 12 B ' �� F .: 1 1 T G A : * 14. 12-4-0 12-4-0 Plate Offsets(X,Y): [C:0-2-1,0-2-8],[D:0-2-8,Edge],[E:0-2-1,0-2-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP ( TCLL 25.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.19 C-D >772 360 MII20 169/123 1_' TCDL 7.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.20 C-D >712 240 f, BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IRC2003/TP12002 (Matrix) Weight:26 litb LUMBER BRACING TOP CHORD 2 X 4 ESW Stud TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. WEBS 2 X 4 ESW Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt C-E 'l REACTIONS (lb/size) A=385/0-3-8,G=385/0-3-8li Max HorzA=406(load case 1),G=-406(load case 1) Max UpliftA=-183(load case 3),G=-183(load case 3) f+ FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD A-B=-554/256,B-C=-509/257,E-F=-509/257,F-G=-554/256,C-D=-469/201,D-E=-469/201 WEBS C-E=-22/75 s NOTES t, 1)Unbalanced roof live loads have been considered for this design. E, 2)Wind:ASCE 7-02;100mph;h=25ft;TCDL=3.0psf;BCDL=3.Opsf;Category I;Exp C;enclosed;C-C Interior(1);Lumber DOL=1.66 plate grip DOL=1.66. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. ' 4)Bearing at joint(s)A,G considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of x; bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint A and 183 lb uplift at joint G. t 6)Non Standard bearing condition. Review required. 7)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. I I i" f Job Truss Truss Type Qty Ply SHEDS 12-DTCHS COMMON 1 1 i`' Job Reference(optional) TRUSS MANUFACTURING,INC.,NEWINGTON,CT 06111,MARIO GIGUERE 6.200 s Jul 13 2005 MiTek Industries,Inc. Tue Sep 13 20:23:47 2005 Page 1 0[2]0 6-2-0 I 12-2-0 13-410 ( t 0-2-0 6-0-0 6-0-0 0-2-0 Scale=1:19.9 t. 3x5 M1120= D 3x5 MII20= 3x5 MI120= 5.0012 E C 3x5 M1120 i 3x5 M11200 F • B �` 12.0012 �" NI* G A -W _ �d Alb, AIL � s 12-4-0 I 12-4-0 1. Plate Offsets(X,Y): [B:0-2-4,0-0-7],[C:0-0-5,0-2-10],[D:0-2-8,Edge],[E:0-0-5,0-2-10],[F:0-2-8,0-1-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.99 Vert(LL) -0.21 B-C >674 360 MII20 169/123 TCDL 7.0 Lumber Increase 1.15 BC 0.00 Vert(TL) -0.22 B-C >647 240 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IRC2003/TPI2002 (Matrix) Weight:19 lb [ LUMBER BRACING (' TOP CHORD 2 X 4 ESW Stud TOP CHORD Structural wood sheathing directly applied. WEBS 2 X 4 ESW Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=446/0-3-8,G=446/0-3-8 j. Max HorzA=475(load case 1),G=-475(load case 1) Max UpliftA=-183(load case 3),G=-183(load case 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD A-B=-644/244,F-G=-644/244,B-C=-571/249,C-D=-206/39,D-E=-206/39,E-F=-571/249 WEBS C-E=-295/231 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;100mph;h=25ft;TCDL=3.Opsf;BCDL=3.0psf;Category I;Exp C;enclosed;C-C Interior(1);Lumber DOL=1.66 plate grip DOL=1.66. 3)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4)Bearing at joint(s)A,G considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of s bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint A and 183 lb uplift at joint G. 6)Non Standard bearing condition. Review required. 7)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. iiL IZo _, 4 V. T W 4f Di• w r./) 4 ‘1.1 \1122i Ck M h 3- w a °-- I� W • c 0 0 • i a i 11 i Iit i -- cS ----ir-- it----a c� M N - - - I pH) 79M�S '94 ' ` • I; ) ti.) 14r2i.i rtry +��, " LY d .rorQ 4t t4 rst W -- -- :L,,i3:4,.. t ..� r.,r,b ----1-"-'" `ci -zli) t T; J (1)\ 4 J 3 _ - J I� + 'ice P" P Q f 4- I. I I,s— "�•Ez .3 O N • ola 4 Q c. d �pv a Q ts WMA u I u d r----- l) J _,,,,7 1e1.9d°ed \ [ .. i 1T.. V) I' 6 Q I 3 ( , w Z o • Qi o I C i