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HomeMy WebLinkAboutSFR 2003 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville, CT 06382 (860) 848-3030, Ext. 382 Building Permit Permit Number: 82003-0674 Date: 18-Nov-03 Map/Lot: 131/038-000 Owner ID 2516 Job Location: 36 ~L# HERS N,1.AN _ Unit Job Description: Single Family Residence Owner: Contractor: Hartens Pond LLC Andersen Builders 39 Edgewood Avenue 183 Quarry Road Westerly RI 02891- Milford CT 06460 Telephone: (860) 596-2236 Lic/Reg Type/No. NHC 3258 Exp Date: 30-Sep-03 Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $225,260.00 Building Fee: $1,354.00 Use Group: R4 Plumbing Value: $14,525.00 Plumbing Fee: $88.00 Code: 1995 CABO Mechanical Value: $16,139.00 Mechanical Fee: $100.00 Construction Type: 5B Electrical Value: $14,871.00 Electrical Fee: $88.00 Permit Code: 112 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $270,795.00 CO Fee: $10.00 Plan Review Fee: $135.40 State Ed Fee: $43.33 Total Fees: $1,818.73 It is the owners responsibility to schedule the following inspections (minimum 48 hours notice required): Footing - Prior to pouring concrete W/ Rough HVAC Backfill - Footing drains and waterproofing ❑ Fireplace Throat 0 Concrete Slab - Prior to pouring concrete ❑ Chimney - One flue above thimble 0 Rough Framing W Firestopping/draftstopping W Rough Electrical R Insulation } M Electrical Service ❑ Final Inspection ❑d Rough plumbing and leak test Certificate of Occupany Gas piping and test C Building Official's Signature: Town of Montville Building Department 310 Norwich New London Tpke. Uncasville, Ct. 06382 Telephone 860-848-7166 Ext. 82 Facsimile 860-848-7231 Date: October 28, 2003 Andersen Builders LLC C/o Robert Andersen 39 Edgewood Avenue Westerly, R.I. 02891 RE: Permit for Single Family Residences located at 28 Andersen Lane and 36 Andersen Lane Dear Sir/Madam, During a recent update of our files we found that the following item(s) are outstanding in regards to your permits-See enclosed copy of plan review. No permit from the Building Department has been issued and no further inspections will be done until the required information has been received. Please submit the information required so that the construction of these homes can be continued. Thank You, Building Department Cc: File Town of Montville Residential Plan Review Date: 7 Zcc~3 Job Address: ?>4 L-Aij1.r Job Description: t J 0L- We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263, your application is being reiected for the following reason(s) that are checked-off or commented on: • Supporting Documentation Access 18"x24" (409.2) Plans are to be drawn to scale including dimensions of rooms and spaces and all framing information (112.1) • Floor plan(s) Building permit a plication not completed, signed, dated Plans required Permit fee s1, 1 y , 2 3 Dimensions Worker's comp. Affidavit or worker' comp. Insurance Finish floor elevation Copy Contractor's registration or license Minimum room sizes (304.1) Construction permit sign-off sheet Door and window sizes Provide all documentation to show compliance with the Mode! Kitchen layout Energy Code (1995 MEC). Contact your insulation contractor, Bathroom layouts, tub sizes in gallons, space clearances Northeast Smart Living Center (1-800-228-7764) or your local Stair location (min. width 36") (311.1) building official for information. Attic access location and size Street address of project on all drawings and documents Identify the use of each room Total square footage for each level of the structure • Site plan Indicate required light (8% of floor area per room) and ventilation Plans required (4% of floor area per room) for each habitable room or space (303. 1.) Finish floor elevation Indicate safety glazing in areas required such as: doors, windows, tub Signed by P&Z, Wetlands, Uncas health, WPCA & shower enclosures, etc. (308.4.) Property lines not provided Indicate bedroom egress windows (5.7 sf net clear opening, 24" clear Distance from property to structure opening height, 20" clear opening width) (310.2.1.) Structure dimensions Egress window maximum sill height 44" (310.2) Drivewa Are basement stairs enclosed/accessible? If so, protect with Driveway minimum 1/2" sheetrock (310.3.) Topography (existing and proposed) Footing drain inverts, outlet and separation Designate which door is the required exit (36" minimum, hinged) Proposed utilities Garage Wetlands and flood zone limits and elevations Minimum 5/8" Type X gypsum board separation (on garage side) to all living spaces - all combustible support framing to be covered with minimum 5/8" Type X gypsum board if it supports habitable rooms • Foundation Plan (309.2) Plans required Indicate minimum 1 3/a" solid wood door, 1 3/a" solid core steel door, 1 Dimensions 3/a" honeycomb core steel door, or 20 minute rated door from the Wall thickness garage to the house and its basement or attic (309.1) Footing sizes Indicate self-closing devices on all doors from garage to the house Frost protection required and its basement or attic (309.1) Window and door sizes and locations Indicate slope for garage floor (309.3.) Hatchway Foundation - indicate the assumed soil conditions that the system has • Elevations been designed for or provide engineering data. If presumptive soil plans required conditions cannot be met, provide soil bearing engineering data (401) Type of siding Concrete strength - foundation, floors, exterior porches, walks, slabs (402.2) Type of roofing Basement - finished of unfinished? Other finishes Vapor barrier between sub-grade and concrete basement floor Finish grades .3) Building heights Minimum height of foundation walls above finished grade (404.1.3) Dimension height of chimney above roof Roof pitches Perimeter insulation, if conditioned space Anchor bolts - size and location (403. La) Floor thickness and control joint location (403. La) • Building Section(s) & Details Lally column size, attachment and spacing (408) Plans required Column footings - size (403) Floor-to-floor heights Waterproofing details (406) Handrails and guardrails - detail, including height and maximum Rebar if required - wall length, unbalanced fill, or soil conditions will opening, handrail cross-section, continuity and required returns determine this. Provide engineering data for complex design.. Riser height (8 1/a" max), tread depth (9" min.), and nosing (3/4" - 1 Fireplace/chimney base 1/") Concrete piers and anchor details - decks Show minimum headroom in stairways - 6'-8" measured from nosing Foundation drainage - sump, drain to grade, or town storm system; plane to lowest point of ceiling indicate pitch (405.1) Stud size and spacing, species and grade (or minimum Fb and E) Beam pockets - minimum clearances Sheathing - size, thickness, type Crawl Spaces Siding, material, type, style - underlayment per mfg. Crawl space data - clearance to joists, slab thickness (if provided), Insulation - R-value, type - including basement walls if applicable vapor barrier (409) Flashing detail - windows and doors - type, material Ventilation (409.1) h~ Town d Montville' Building Department Permit ~,!~o 310 Norwich-New°London Tpke. Tell. 848-3030, Ext 382 Uncasville, CT 06382 Fax. 848-7231 One & Two Family. Building Permit Application Form w Construction ❑ tum [-]Afteratwn ❑ accessory Structure []other Job Locatio Job Description/Materials Ownerw;~sz°~llll.~"'S° Mailing Address Ciry State•-1!C Zip ~ a!!~f Tel Contract iOO~c Mailing Address. City c Stat Zip Tel f / Sly . i Contractor's License/Registration Type & Number_ Exp. Date-f / I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make applicatiqfor a permit for such work as described above. Owner /Agent Signature. Date--v/-j Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ (See *verse side for ad4ftonal reipwemeats) Town of Montville Building Department e6eip, No. Date l L e -l From: Job Address: .34 ' t. zc)A-as Cash Check # G -z- Amount $ Z~ 6- ~c~-- (circic one) 63,7 Received by ~ rr e~ Permit # " 2 C) c,-3-.0;76 Permit Fee Calculation Spreadsheet RESIDENTIAL PERMIT, CALCULATION (2 STORY) House Construction A (E=Economy, A=Average, C=Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL Living Area 2882 SF $ - $ 72.08 $ $ 207,734.56 Finished Basement SF $ - $ 16.01 $ - $ - Unfinished Basement 1562` SF $ - $ 5.15 $ - $ 8,044.30 Kitchen 1 EA $ - $ - $ - $ - Plumbing Full Bath 2 EA $ - $ 4,229.40 $ - $ 4,229.40 Half Bath 1 EA $ - $ 2,691.15 $ - $ 2,691.15 Garages Attached, 1 car EA $ - $ 8,885.10 $ - $ - Attached, 2 car 1"EA $ - $ 15,113.70 $ - $ 15,113.70 Attached, 3 car EA $ - $ 20,913.90 $ - $ - Detached, 1 car EA $ - $ 11,657.10 $ - $ - Detached, 2 car EA $ - $ 17,456.25 $ - $ Detached, 3 car EA $ $ 23,256.45 $ - $ - Under, 1 car EA $ - $ 1,304.10 $ - $ - Under, 2 car EA $ - $ 1,757.70 $ - $ - Fireplace & Chimney Prefab 1 EA $ - $ 3,963.75 $ - $ 3,963.75 Masonry, exterior " EA $ - $ 3,963.75 $ - $ - Masonry, interior ~ EA $ - $ 3,701.25 $ - $ W/2 fireplaces EA $ - $ 6,746.25 $ - $ - Breezeway/Decks Open 192` SF $ - $ 22.31 $ - $ 4,283.52 Enclosed u SF $ - $ 94.76 $ $ - Porches Open 264 SF $ - $ 62.69 $ - $ 16,550.16 Enclosed SF $ $ 123.90 $ - $ - Heating Adjustment 2882 SF $ - $ (2.76) $ - $ (7,954.32) Air Conditioning 2882 SF $ $ 2.84 $ - $ Electrical 2882 SF $ - $ (5.16) $ - $ (14,871.12) Plumbing 2882 SF $ - $ (5.04) $ - $ (14,525.28) TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 225,259.82 Y Is air conditioning included (YIN)? $ 8,185 PERMIT FEE Building $ 225,260 $ 1,354.00 Y Plumbing $ 14,525 $ 88.00 Y Mechanical $ 16,139 $ 100.00 Y Electrical $ 14,871 $ 88.00 Other $ - CO Fee $ 10.00 Plan Review $ 135.40 State Ed Fee $ 270,795 $ 43.33 Total Fees $ 1,818.73 Based on 2003 RS Means REsidential Cost Data 717103 J Lin -Irv A E OF VON .~~TI- :,DEPARTMENT OF CONSUMER PROTECTION 5 CAf'ITOT: AVE • HARTFOgD a 06166-1630, Be it known that ER. s9 F-nGEWOOD AVNEUE wtaTSHLYI Ri 02891, is certified 6y the Department of Consumer protection as a rei istered N TRl 'ION CONTRACTOR N CO.. EW Regtstratign Number: 3058 Effective Date: 1-W0112001 Exp'sratioh Date. 0913o/2003 DETACH CERTIFICATE ABOVE ALONG PERFORATION STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTIO''T 165 Capitol Avenue, Hartford, Connecticut 06106-1630 Attached is your registration to perform work as a NEW HOME CONSTRUCTION CONTRACTOR as defined in the Connecticut General Statutes. No such Such registration shall be shown to any properly interested person on request. registration shall be transferred to or used by any other person other than the person to whom the number on all registration was issued. Contractors shall display ttheir g~htrauironber in a conspicuous commercial vehicles used in their business and all rinted advertisements, bid proposals, contracts, invoices, and on all stationary manner on p used in their business. need assistance, please feel free to contact the Department of Consumer Protection, if you License Services Division at (860) 713-6000. Cb/Y3/YM9M73 L4-.JZ 41p1346t00u i•ruw~rt i CSR ,CC SATE (MMMUFfy) Saco . CERTiFI 'A~.~" OF LIABILITY INSURP-~C . 0~ 24103 -I- 16 iR FlCATE Se-4 ANWMATTF- NF0 N ONLY AND CONVVRS NO RIGHTS UPON THE CERTIMATE Mstegly ne i3etd iaavsazxee Agency inc HOLDER. THIS CERTIFICATE OClS NOT AMRN[I. EXTEND OR ALTER TNR COVERAOR AFFORDED RY?HE POLICIE$ lIEI.OW. '3 IwAgh street r RZ 02591-1886 v4sVRERS AFFOROING CIOVER)II02 PhvnasiOS-S96-2096 FAX3401-348-2060 - I8UREC INBUKKIlK' EIV jasurance C leMl~ IusuPma 6! ?1mB I, Zurich )Ina- CMS . _ Ande •ex iuitdsrx, L,LC INSUSS neltG Mr. 3tobert AA araen ti 9 XdffyoORI 0289u® gWUaeeb: INSURER fi: 0VLI3AGE9 To& POLICIES OP WSURAdiCE LISTED 515LOW Kkvri up-t4 is it. r:r) TO Im I NSURiD MAMBO ACONB FOR THE POLICY PERIOD NIOICATRO. IV67WtTRDTANONMG ' .;10tA BMEM, TERM OR OONDITION OP ANY CONTRACT UK OTFIER DOCUMENT WITH RESPECT TO "0" TM* CM*TIFiGATE MAY N ISSUO OR r:RTAIN, THS INSURANCE APPOROEO By THE POLiCIF.A fA=RElCD HIRSIN 0 BUSJWT TO ALL TM1E111111M8, Mi XCLLSIONS AND 0ONDITIONE OF SUCH ! iC,". AGGREGATE LIMITS SHOWN MAY HAV4 WIN KeDUt FU BY PAID CLAIMS, TYPtOP'NSURANCt LIMITS (rI' t l POLICY NUMRi~ EPCNOCCJIIREIrCE 5 x,GOO,OOO n MERALLIAMUTY A I~[~CO CIIILQENERALLIAsiLITY 2ZS469604 06/29/03 06/29/0'4 FrAC REDANAW(Atwoull,e) ;5100,000 t CLAIMS MiAOE U OCrUR I E%P' (Ary one as*eon) 10 0 0 pyONAL4ADVIN-Vil 51 OOO,dOd ' I pyMC,DU I ,'LAO~-REGArK LrnT APFU=s rER: i "TYi•COMP/OP-AGG -1' $°&000,000 Y POLIC ;T' ' t.nC, I I N !rOM10BILE LJA0:JTY i COMBINED SINGLE LIMIT $1,000,000 A ANY At 1'i0 I /03 2X5469604 06/2.9 06/39iQ4 IEeecc l 1 ALL OW"fin nI;TO`: BODILY INJURY s SCHIL'Qr h)' AUTOS . ' - BODILY 1NJIJiLY } M PrkD AUTOS IPee xdcBntl ~ 5 NON.CVMEn A.:+TI?S~ I FPCPERTY DAMAGE j I (per 4=14111111,10 ~RAGR I IA"'TY AUTO ONLY- EA ACCIDiNT ; OTNFR TH/1N EA ; ANYn ITO NCC AUTSONLY. HGG ; 1:FAA LWA Il 1; 1 ~ EACH OCCURRENCE - I s . I S OCCuR I I :L/iIMS !dAOE AlSdItIlATi J croucTlr•I ~ ! r.j.5 I RETEF!?ION ! I ~ vv - *1^1 WORHWISCOMALrrSATIONAND T VLIMI7. rMPLOYEFS' UA rr.. v g 4ZZUB843X'780603 i 09/12/03 I 02/12/04 FE.L,EAcmokccigeNT $ 100000 i ~fi,L.DISEASE .EAEMPLOYEE $3000od F.L013EASE•POUCYI.M.T ;5000()d ~ ! I ~ I ~ i I'10i4 01,7YI ^',,LDCaT:GNSr/ENICLESIExCLJSl7N5ADDED BYENOORSEMENT( PeC6k 'a i •-antri , rm:sidential C:EF' =KATE HOLDER j N 1 ADDrc1oNALINSUREO:INSURERLETTS[R: CANCELLATION NOWTVZI, SHOULD ANY OP THR ABOVE DESCRIBED POLICIES BE CANO ;.LED BEFORE THE. ExnIRATION DATE THEREOF, THE ISSUING BISUR'ER WILL ENDEAVOR TO M.I& -tQ- DAYS WPCTTEN NOTICE TQ TM~CERTIlICATE HOLDER NAMED TQ THE LEFT, B sNAll, ET'.7la3. I:'1'1fT1f1 rent. l l CT IMPOSE MO OBLIGATION OR LIASILWV OR ANY KIND UPON TNP IN3UkER, ITS AGENTS On ? ~0 IvOrwith-'.dew LOndon Trpk. RE ATIVEi. Vncarvillo CT 06389 IAUTH E B i.. I AC6:LI 25 S 1;171: 0ACORD CORPORATION 1988 n4 Town of Montville Building Department 848-3030, Ext 382 ONE & TWO FAMILY CONSTRUCTIONTERMIT SIGN-OFF SHEET Property Address j Job Description: z x 6 G is FP 2 Zoo P,-,c J~ The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030-882 Approved ❑ Permit ❑ Not Applicable Septic System Date Approved ❑ Permit ❑ Not Applicable Private Well Date WPCA DEPARTMENT 848-3030, Ext. 881 Approved D~ Permit ❑ Not Applicable Municipal Sewer Date " House Trap ❑ Outside ❑ Inside Approved ❑ Permit # ❑ Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved ❑ Permit ❑ Not Applicable Director Date PLANNING ZONING DEPARTMENT 848-3030. Ext. 81 In-Compliance Permit #Q Z-n 1 ❑ Not Applicable Zoning Date In-Compliance ❑ Permit ❑ Not Applicable Inland-Wetlands Date a NOTES: 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A DATA ACCUMULATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS D. NO PROPERTY/BOUNDARY OPINION IS PRESENTED HEREON. THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. THIS MAP IS INTENDED TO DEPICT THE LOCATION OF THE PROPOSED HOUSE AND GRADING. TOPOGRAPHIC INFORMATION DEPICTED HEREON CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. 2. PROPERTY LINE AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON CLASS A-2 SUBDIVISION PLANS ENTITLED: "PINE RIDGE ESTATES SUBDIVISION OLD COLCHESTER ROAD MONTVILLE, CONNECTICUT" BY BENNETT & SMILAS ENGINEERING, INC., DATED JANUARY 20, 2000 AND REVISED JUNE 20, 2000. 3. THIS PARCEL IS ZONED R-40. IT WAS APPROVED AS AN OPEN SPACE SUBDIVISION._ SETBACKS ARE GENERALLY: FRONT 37.5'; SIDE 11.25'; REAR 37.5'. LEGEND 40 FEET- 0 20 40 EXISTING PROPOSED PROPERTY/STREET LINE STONE WALL SCALE: 1"=40' - BUILDING SETBACK LINE Q-- S S SANITARY SEWER, MANHOLE 0- p STORM SEWER, CATCH BASIN l J` J\ J~ J`J TREE LINE _290-- - - 29 CONTOUR SF SILT FENCE MH 57 c10 F"p FOOTING DRAIN T. F. 476.71 O WELL INV. = 470.76 CB 66 T. F. = 476.25 INV. = 472.25 A = 33'20'16" R = 325.00' T = 97.31' L = 189.10' A\ \v tKRp LET 37 10' x 12' WOOD S DECK & STEPS 24 x 24' FUTURE A SHED OR POOL AREA ..480 -001 i Permit Number MECcheck Compliance Report MECcheck Software Version 3.0 Release la Checked By/Date 1995 NEC Edition CITY: Montville STATE: Connecticut HDD: 5999 CONSTRUCTION TYPE: Single Family DATE: 04/16/02 COMPANY INFORMATION: Andersen Builders COMPLIANCE: Passes P Maximum UA = 460 Your Home = 407 11.5% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R -Value U-Factor UA Ceiling 1: All-Wood Joist/Rafter/Truss 1650 30.0 0.0 58 Exterior Wall 1: Wood Frame, 16" o.c. 2688 19.0 0.0 138 Window 1: Vinyl Frame, Double Pane with Low-E 329 0.350 115 Door 1: Opaque 18 0.350 6 Door 2: Glass 40 0.350 14 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 1562 19.0 0.0 73 Floor 2: All-Wood Joist/Truss, Over Outside Air 88 30.0 0.0 3 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 NEC requirements in 1v1ECcheck Version 3.0 Release Ia. Builder/Designer Date Nk~ ire~l~G'e-f' BR/BC SERIES Wool) BURNING FIREPLACES For both warmth and comfort to your home, nothing can beat the 8R/BC Series Wood Fireplaces from Malestic• These fireplaces offer top-of-the-line features and aesthetics, i! all in an economical and easy-to-install package. Standard features • Extra tali and wide dimensions for expansive fireviewing and longer kog$ rester reflection • Traditional tapered Firebox sides provide $ of radiant heat, • Available in 36" and 42" Radiant (BR36/BR42) and Heat- Circulating (SC36/BC42) models. • Firebox is fully lined with durable refractory with realistic brick pattern. • Nearly invisible air intake (no unsightly slots, holes or gaps) • Built-in Flue Damper with positive-lock reduces home heat _ tr _ loss when fireplace is not in use.+ • Black Wire Mesh Firescreen protects against sparks. trove Nr 1 • Unobtrusive built-in ash lip reduces ash spillage. N. w 3W rmmw . Generous Wood Basket Grate made of tough 1/2-inch steel. I •w~o.w•r•~, a i7uw • Easy access with knockouts conveniently located on both awe on sides for optional gas log installations. y W INEZ w •Factory-installed connection for Outside Air System, which .'Cl/ ■ ■ ■ ■ ■ ■ provides steady flow of combustion air to firebox for tightly owl sealed homes. Venting and termination sold separately. i,*•» 7 • Uses Majestic's 8" "SK" double-wail chimney system 4 f that keeps installation simple and economical. No tools or fasteners needed for this snap-together pipe system.`` .,o,~-.{ • • UL/ULC tested and listed for safety (US and Canada). Limited Warranty and 30-Year Protection Plan assure quality and dependability. • Insulated models for cold-climate installations. aw sow » M' IEO Optional Atassorles WA1AR11R • Tempered Bi-Fold Glass Doors enhance appearance - and sa i.wa»nw~p~ improve of icierxy by reducing heat loss, Available in Black, Brushed Brass and Deluxe Polished Brass finishes. ■ o ■ a ■ - • Easily instilled Forced Alr Fan (Model FK-12 for 8C models a ,eree > 4 only) distributes a constant flow of warmed room air. w • Full Mantels and Mantel Shelves avallable In ready-to-paint poplar or ready-to-stain oak. r ■ ■ n e ■ r n .fsw W w NOTE: aR models have same hai"in j dlmensbm as the K ino&h. but w0ow lechers. "10* 00011 of mawt ipdtKt rgtanmrdt, •n RMW the rot to'clone sptdAutbm without notice. eatew k,nakliam, oleo- read innelobw wwuedom an4 dad a led liidi,y Cod., and Cis M1ep"dom. MAINS 475 Adw" 9W. low East Market SUML ANMbsaup OM. t6T 2Nt Nuntinebn, Indiana 46m TN: (906 p0.7777 Tat- (27!) 35i-1000 F": (906) $70-K74 tha; (219) 356103! 1.eeoao,aas ,ranrar.a~yrwa9r•duer.wa 1000.3., 11199 vs' rig 1528C016190 1 FINK airunlur6e inr , 300 1 s1TOCkt1 o • jG1 1 Q At sk srs d". -IMF O .Slit 3 jti:2 ! s.r•rz area 4X4 3x42 &00(12 tx4,~ 3 ` s lxae & `u' CEV?I. a e .,,idol. 31 t;2r c, C 1 i0 e 34 R 3x4 c 34 = ~ a 5EE DETAt~,. _ _ ese.o ~ 1000 Plate Offeels (X,v): (1,0.0.0,0.0-61 1?;0-0-3,0-u•es LOADING (psr) _ SPACIWI 2.0.0 Cal OWL (In) (100) Ude^ PLATES GRIP TOLL 42.0 Plates Inomese 115 to I.1:11 Vod(LL) 0.30 so Sell' M20(20ga) 195114& TCDL 7.0 Lumbar !treas. 1.is BC 1.00 Veft(TL) 0.42 si9 702 SCLL 0.0 Rep seines Inor ICES W9 0.3A HOMTi.) 0.11 7 Iva SCOL i0,t) Oada TPI Wn LwVth /LL 040 a 240 Weight: 84 (ibs) LUMBER BRACING TOP CHORD 2 X, 4 499 i65W 1.5C TOP CHORD Sheathed at Z•4•IS Vn OerNer ptnlln spsolny. 60T CHORD 2 X 4 SOW 1850E 1.SE SOT CHORD Rigid ceiling *rWty appoed, ar, b}anaQelt~i~nter trracl:+ wa:as 2 x 4 sIH Stud ,,.+•`t~ C ©14 0!",, REACTIONS (Ibshi2eP 1sf883l0-3 8, 7=(68310.3.8 »~!`G •••ti~•tew .•ee~c ..',i `V• r' FORCSS -t TOP CHORD 1-2=3135, 2.3R-7!675, 3.4=-2676. 4.6•-2673, 6-e=•2676, (i-7=-3135 r i r,4 e' ; 60T CHORO 7.8=2660, 9-swill, s•1cal m,1.10=2ago v? C ON' 1p WEBS 2.10=•624, 4.100845 4.9*1346. e•e=-624 JUN 23 1995 LOAD CASE($) ; o,~•.• Kn, 13102 •,o lti;°` i) Lumber tnaeass=1.16, FKste inomse=i.1s `+s t~` ~CEtI V. Uniform Loads Me per R) tf' Corueri tratod toada,0, 2 3=•96.0, 3.4=•99.0, 4.5=48A S-62.96 4, 6•v=•&e.0, 7 8~-20.0, 8.5=-:10.0, ia•10=-211.0, t-i0=•7®.0 NA$.„~►@~~ Ven:1=•19e.0.7=•is6.0, 9=-02.0, 10..52.0 1tl 0 • • t)E516lJ LOADtNCs: ~ S T E. TCLVTOTAL (PSF) 42159 0 24" cc, 63/74 @ 18,.2" oc. 82189 ®1t" oC. ` f+ r This truss has been designed for a 20 psf Wtorn chord We load, applied concurrently With all other toads g wherever the clear distar" between the top of bottom dwd argil any Other member is 42 inches or greater. Ti•[n fl ~ e. r% A dam, o~u • ertie e n t r e el 40 • OF rrV~° Nw t11a Sl `e~~ • , h~ ~i~ (owl 1111 + ov'~ 4.2 a' i N No. 5 w- ' o sa Z~Z + >,rlfi STEPHEN W. CABLER /81 CA KT. NAL 4RtI11 i11i{1~~`i r '••°•.•,1+..••• ~`ti yo•'' AWAltWIVO . Ver%deal" p4mmsters MAD x01790 off TW6 WDYiJli193 n MWX papolts t=,' 0902ft valid fw use, only with R«hk connee lolb 7tt%'dedUn Al bone oral' upom paWrnelsp rriOMrl, ON II W an h4tMldupt bvsdbup Gompo*enl so be Ineiaireti and rooded YelllGpty, AIrpkaboy *I deftn poomoretr cod POOP41 Moorpowb" pI aonlpohehl p re°pohoAty of buadyng aleAprNrr • no! Irua e felpan/baNy b the Woolpi Ad~Itp*W 1uppod or bdroUOaho of NW ow*1! OrtYWWe k 9N ~eippm bC IO M1YYif•i1ObMy dblrot gool gul IR cthe togwdlnl! loba0a14on„ qudfsv oorhal, •rcv f of or th 0WdMg dsrlgne/, rot a rwoAam " llls$414.01 aSM• e3elbety seeclkul area braorntr. oonW ®fli-ei stewtlr„ t/+ueAard. pst.ee sz,°bkas ewes+, onsr •01 MITek trrr.' st ~ g fill aarIr ~v xxx FIE j golf% ~a< ooog J .aar Rwr 411~aaNi►N ~ ~ C s MFG BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Thursday, March 28, 200211:17 File Triple -1 314" x 16" V-L SP 2900 am e: Job Name - ROBERT ANDERSEN Customer - ROBERT ANDERSEN Unfilled Address - Specifier - Deelgner - LENIHAN LUMBER City, State, Zip - MONTVILLE, CT Company: - LENIHAN LUMBER Code Reports . ICSO 5512, BOCA 98-52, SBCCI 9852 Miso: - GARAGE CEILING BEAM r3ARAQE CEILING BEAM Standard Load - 30 PSF 11o PSF Tributary 12400-00 BO 36JM ibs LL 81 3600 W LL 1 Its DL _ Total Horizontal Length - 20-00-00 4 36 9 DL Genera! Data (Load Summary Version: US Imperial iD Description Load Type Ref. Start End Live Dead Trlb. Dur. S Standard Unf.Area Load Left 00-00-00 20-00-00 30 PSF 10 PSF 12-00-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Suntmartf Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 25181 ft4be 48.0% @100% 2 1 - Internal End Shear 4385 Ibe 266.9% 0100% 2 1 - Left Slope 0/12 Total Deflection !/474 (0.506") 50.6% 2 1 Tributary 12-00-00 Live Deflection L/663 (0.362) 54.2% 2 1 Repetitive Na Max. Deft. 0.506" (Limit:1") 50.6% 2 1 Construction Type n/a Span/Depth 15.0 1 Live Load 30 PSF Dead Load 10 PSF Bearinq Supoorts Part Load 0 PSF Name Type Dim. (L x VW) Value % Allowed Case Material Duration 100 BO Wall/Plate 3-112'x5-1/4" 5036 be 64.5% 2 Spruoe-Pine-Fir B1 Wall/Plate 3-112" x 5-114" 5036 lbs 64.5% 2 Spruce-Pine-Fir Disclosure The completeness and accuracy of the input must be verified by anyone NOTES: who would rely on the output as Design meets Code minimum (!1240) Total bad deflection criteria. evidence of suitability for a particular Design meets Code minimum (L M) Live load defection criteria. application. The output above is Design meets arbitrary (I") Maximum load deflection criteria. based upon building code-accepted design properties and analysis methods. installation of Boise cascade engineered wood products must be In accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI* and Versa-LarnS are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTO 2001a DESIGN REPORT - US Thursday, March 28, 200210:49 Triple -1 3/4" X 91/2" V-L SP 2900 Marne: Untitled Job Name - ROBERT ANDERSEN Customer - ROBERT ANDERSEN Address - Specifier - Designer - LENIHAN LUMBER City, State, Zip - MONTVILLE, CT Company: - LENIHAN LUMBER Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - BSMT BEAM UNDER B/R 3 AND KITCH 3SMT BEAM UNDER B/R 3 AND KITCH 1 standardLoos - 4o PSF 1 1ti PSF Tributo~r 09-004.)0 112" 3-9 BO B1 19 Its LL 19800 LL 90 2 The OL 902 The L Total Horizontal Length -11-WW General Data Load Sunwnary Version: US Imperial ID Description Load Type Ref. Start End Uve Dead Trib. Our. S Standard Unf.Area Load Left 00-00-00 1140-00 40 PSF 10 PSF 09-0(-00 100 Member Type: - Floor Beam 1 Unf.Lin. Load Left 0000-00 11400.00 0 PLF 60 PLF n/a 100 Nun-bar of Spans - 1 Left Cantilever - No Controls Summarv Right Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Moment 7926 ft-lbs 40.5% 0100% 2 1 - Internal Slope 0112 End Shear 2467 Ibs 25.6% 0100% 2 1 -Left Tributary 09-0000 Total Deflection 1./573 (0.23") 41.8% 2 1 Repetitive n/a live Deflection 11835 (0.158) 43.1% 2 1 Construction Type n/a Max. Defl. 0.23" (Lank:1") 23.0% 2 1 Span/Depth 13.8 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Bearina Supports Duration 100 Name Type Dim. (L x WV) Value % Allowed Case material 90 Wall/Plate 3-1/2" x 5-114` 2882 Ibs 36.9% 2 Spruce-Pine-Fir Disclosure B1 WaIUPlate 3-1/2" x 5-1/4°' 28821bs 36.9% 2 Spruce-Pine-Fir The completeness and accuracy of the input must be verified by anyone who would rely on the output as NOTES: evidence of suitability for a particular Design meets Code minimum (L/240) Total load deflection criteria. application. The output above is Design meets Code minimum (L1360) Live load deflection criteria. based upon building code-accepted Design meets arbitrary (1") Maximum bad deflection criteria. design properties and analysis methods. Installation of Boise Cascade engineered woad products must be in accordance with the current installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232.0788 before beginning product installation. Page 1 of 1 13CW and Mersa-Lamm are registered trademarks of Boise Cascade Corp.