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HomeMy WebLinkAboutSFR 2004 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: B2004-0517 Date: 20-Aug-04 Map/Lot: 039/086-000 Owner ID: 5530000 Project Location: 82 PIRES DRIVE Unit: Job Description: Single Family Residence Owner Name: Dannie J.Cholewa Tenant Name: N/A Careof: 36 Chestnut Hill Rd. Griswold CT 06351- Telephone: Contractor Name: Property Owner Telephone: (860)861-2376 DBA: Lic/Reg Type: NHC Lic/Reg No: 4070 Exp Date: 30-Sep-05 Construction Value Permit Fees Construction Information Building Value: $223,665.00 Building Fee: $1,792.00 Use Group: R-4 Plumbing Value: $15,674.00 Plumbing Fee: $128.00 Code: 1999 State Building Code Mechanical Value: $17,416.00 Mechanical Fee: $144.00 w/2000 Amendment Electrical Value: $16,048.00 Electrical Fee: $136.00 Construction Type: 5B Total Value: $272,803.00 Penalty Fee: $0.00 Permit Code: R2 C of 0 Fee: $25.00 Comments: Plan Review Fee: $220.00 State Ed Fee: $43.65 Total Fee: $2,488.65 It shall be the owners reosonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. 0 Footing-Prior to pouring concrete El R Plumbing and leak test 0 Backfill-Footing drains and waterproofing 0 R Electrical • 0 Concrete Slab-Prior to pouring concrete • 0 Elec Trench-with conduit installed Framing 0 Electrical Service CRS No: 0 ❑ Fireplace Throat-One flue above throat 0 R HVAC ❑ Chimney-One flue above thimble ❑d Gas Piping and leak test 0 Firestop Draftstopping ❑ Final Inspection 0 Insulation __0 Certificate of Occupancy Building Official's Approval' j" c‘,91- Town of MontvillecK 4, Building V Department 310 Norwich-New London Tpke. (-2) 3 .848-3030,Ex 3 Uncasville, CT 06382 Fax.848-7231 Residential Building Permit Application Form Permit# 5L 7 .New Construction []Addition []Alteration Accessory Structure [4 Single Family [] Two-Family Q Townhouse r- Job Address F '='4 /'Gj -� �;' ✓� (Number) (Street) (Unit) Job Descriptions\*N3\ ce, Owner , v �sG'%P,‘J Mailing Address .�$ CWes-696cb Ail Rot City C' it e State l� er Zip ®rSSSI TeleTtiO /f7(/ ���- Contractor L,, �,,iL sC��vi, Do-t1684 J G�4i1ti1ailing Address 3� CAe,5-6 hc,'(J Roc City ( r )s J StateCI Zip a:2l Tel 70 / /e.12-372c Contractor's License/Registration Type&Number 1 k.) c4570 Exp.Date 9 /30 / C'� 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 application for a permit for such work as described above. Separate applications are required for electrical pl •• g,mechanical,etc. Owner/Agent Signature J / � Date7 / /6f Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ (See averse side for additional"requirements) NEW RESIDENTIAL PERMIT CALCULATION (2 STORY) Address: 82 Pires Drive House Construction A Average Custom QTY $/UNIT $/UNIT TOTAL Living Area 3110 SF $ 72.08 $ - $ 224,168.80 Finished Basement SF $ 16.01 $ - $ - Unfinished Basement 1550 SF $ 5.15 $ - $ 7,982.50 Kitchen 1 EA $ - $ - $ Plumbing Full Bath 3 EA $ 4,229.40 $ - $ 8,458.80 Half Bath EA $ 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 $ - $ 3.963.7' 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 $ - $ 4,283.5- Enclosed SF 94.76 $ - $ Porches Open SF $ 62.69 $ - $ Enclosed SF $ 123.90 $ - $ Heating Adjustment 3110 SF $ (2.76) $ - $ (8.583.60) Air Conditioning 3110 SF $ 2.84 $ - Electrical 3110 SF $ (5.16) $ - $ (16,047.60) Plumbing 3110 SF $ (5.04) $ - $ (15,674.40) TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 223,665.47 Y IIs air conditioning included(Y/N)? $ 8,832.40 I PERMIT FEE CALCULATIONS Fee Building $ 223,665 $ 1,792.00 Y Plumbing $ 15,674 $ 128.00 Y Mechanical $ 17,416 $ 144.00 Y Electrical $ 16,048 $ 136.00 Work Commenced before permit issuance $ _ CO Fee $ 25.00 Plan Review $ 220.00 State Ed Fee $ 272,803 43 0 Total Fees $ 2,488.65 Based on 2003 RS Means REsidential Cost Data 8/17/2004 Town of Montville BuildingDepartment par tment Receipt Date g / / 014 No. 04216 From: AA.) / L� ()Lank Job Address: ; Z Pi/e-1 Amount $ Z �• 6 5 Cash 40 Check # /vi T (Circle onc) Received by , gc..,� , Permit #227_____.0 06l7 Town of Montville fi Building Department 848-3030, Ext 382 RESIDENTIAL CONSTRUCTION PERMIT SIGN-OFF SHEET Property Addr,06, ,,,ess Job Description: pZ. I The applicant is responsible for the completion of the form, no permit will be issued until all, 4),,,,, ignatures below have been obtained. HEALTH DISTRICT 848-3030,Ext.339 roved No Permit /, «% , 1 o� Permit#: a0) O 0 Required -pti. .y em l ate Approved No Permit ❑ Permit#: 0 Required Private Well Date WPCA DEP%TMENT 848-3030,Ext 376 �(� �� ppved Noet )OL/ ❑ Permit#: 4 Required Municipal Sewer Date (,) Building Trap 0 Outside 0 Inside Approved No Permit ❑ Permit# 0 Required Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved� � pp No Permit 7. = } / if STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at: 512 j.,,-tS Or i v e, In the town of Oct k /341,, Cr Name of building permit applicant: 06.„A;L S 64/CA, D 8A 0 a.,dl C giiJ/,cS Please cher one: 1. V I am the owner of the above property. 2. I am the sole proprietor of a busin s. 2A. Name of business: ,-j a„C G 86,,b4c,s7 2B. Federal Employer Identification Number(FEIN) Pursuant to § 31-286b, "a property owner or sole proprietor [who] intends to act as a general contractor or principal employer" may provide either a certificate of workers' compensation insurance or a "sworn affidavit...stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please theone: 1. principal I do not iute'd to act as a general contractor or rinci al tit [Sip. and op here oi),6,3< 1 Ald r Signature of appl cant 2. I intend to act as a general contractor or principal employer. Applicant must either provide a certificate of workers' compensation insurance or sign the affidavit below. ------- --Affidavit ____--- I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to § 31-275 C.G.S., officers of a corporation and partners in a partnership may elect to be excluded from coverage by . ' g a waiver with the appropriate District Office; and that a sole proprietor of a business is not require coverage ye files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this 71day of 7.c A , 2004 1ISA Y (Notary Public/Commissioner of the Superior Court) NOTARY ELIC gyV COMMISSION EXPIRES OCT.31,2007 Town of Montville Plan Review Form Date: A U u5y /7� -2_0 /+-1 Street Address: Z_ P/ 1 DR) tri- Job Description: 1,)vs'4-r Sf 2 We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263,your application is being rejected for the following reason(s)that are checked-off or commented on: • Supporting Documentation Plans are to be drawn to scale including dimensions of rooms and spaces and all framing information Building permit application not completed,signed,dated Permit fee$ 2,H751,6.5 Worker's comp.Affidavit or worker'comp.Insurance Copy Contractor's registration or license Construction permit sign-off sheet --�—Street address of project on all drawings and documents G�Field set of approved plans need to be picked up from our office Comments: I.•g •.' tc 1 STATE.OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION NEW HOME CODS ON.CONTRACTOR J etiqrnsis. 36 RD MIsMIS: 1tas.I 'x"051 DBA:D UII DEi ` LIC./REG N , IVF' ' EXPIRES Q - � `" 4071 . ��"$� ' 09/30/2005 oufy� r aNED ✓I Town of Montville Residential Plan Review Date: \UDUCT 6, oc4 Job Address: i Z P/' ..s )J V( Job Description: a&.i S i • We have received a building permit application for the above referencedroe In accordance with Connecticut General Statute 29-263,your application is being rejected for the followin reason(sl that are checked-off or conunented on: • Supporting Documentation Crawl Spaces Crawl space data—clearance to joists, slab thickness (if provided), Plans are to be drawn to scale i ncluding dimensions ofrooms and spaces and all framing information(112.1) vapor barrier(409) _Building permit application not completed,signed,and/or dated Ventilation(409.1) Permit fee$ Access 18"x24"(409.2) Permit fee to be calculated Worker's comp.Affidavit or worker'comp.Insurance • Floor plan(s) Copy Contractor's registration or license Construction permit sign-off -Plans required sheet Coll Provide all documentation to show compliance with the Model _______Dimensions Energy Code(1995 MEC). -Finish floor elevation Street address of project on all drawings and documents required Minimum room sizes(304.1) Door and window sizes Field set of approved plans need to be picked up from our office Kitchen layout Two sets of construction documents required Bathroom layouts,tub sizes in gallons,space clearances • Site plan Stair location(min.width 36")(311.1) Attic access location and size Plans required Identify the use of each room Finish floor elevation Indicate required light (8% of floor area per room)and ventilation Property lines not provided (4%of floor area per room)for each habitable room or space(303.1.) Indicate safety glazing in areas required such as:doors,windows,tub Distance from property to structure Structure dimensions &shower enclosures,etc.(308.4.) DrivewayIndicate bedroom egress windows(5.7 sf net clear opening,24"clear i opening height,20"clear opening width)(310.2.1.) Topography(existing and proposed) Footing drain inverts,outlet and separation Egress window maximum sill height 44"(310.2) Proposed utilities Are basement stairs enclosed/accessible? Designate (310.3.) } which door is the required exit(36"minimum,hinged) Wetlands and flood zone limits and elevationsIC) afage • Foundation Plan ` Minimum 5/8"Type X gypsum board separation(on garage side)to , Plans required all living spaces—all combustible su { Dimensions minimum 5/8"Type X PPort framing to be covered with Wall thickness : (309.2) gypsum board if it supports habitable rooms Footing sizes Indicate minimum 1'/."solid wood door,1 3/4"solid core steel door,1 Frost protection required 3/4" honeycomb core steel door, or 20 minute rated door from the Window and door sizes and locations garage to the house and its basement or attic(309.1) Hatchway Indicate self-closing devices on all doors from garage to the house Foundation—indicate the assumed soil conditions that the system has and its basement or attic(309.1) been designed for or provide engineering data. If presumptive soil Indicate slope for garage floor(309.3.) conditions cannot be met,provide soil bearing engineering data(401) Concrete strength—foundation,floors,exterior porches,walks,slabs • Elevations (402.2) Plans required Basement—finished of unfinished? Type of siding • Vapor barrier between sub-grade and concrete basement floor Other finishes Type of roofing (505.2.3) Minimum height of foundation walls above finished grade(404.1.3) Finish grades Perimeter insulation,if conditioned space Building heights Anchor bolts—size and location(403.1.a) Dimension height of chimney above roof Floor thickness and control joint location(403.1.a) Roof pitches Lally column size,attachment and spacing(408) Column footings—size(403) • Building Section(s)&Details Waterproofing details(406) Rebar if required—wall length,unbalanced fill,or soil conditions will Plans required determine this. Provide engineering data for complex design. Floor-to-floor heights Handrails and guardrails — detail, including height and maximum Fireplace/chimney base opening,handrail cross-section,continuity and required returns Concrete piers and anchor details—decks Foundation drainage—sump,drain to grade,or town storm system; �Ri�r height(8 '/."max),tread depth(9"min.),and nosing(3/4"—1 indicate pitch(405.1) ys Beam pockets—minimum clearances Show minimum headroom in stairwa plane to lowest point of ceiling —6-8"measured from nosing Stud size and spacing,species and grade(or minimum Fb and E) Sheathing—size,thickness,type Siding,material,type,style—underlayment per mfg. Flashing detail—windows and doors—type,material 88/11/2084 10:11 2034582596 VIGLIONE HTG & SLG PAGE 01 RVtg�ieaorcie`ektannal 8 Light Comrnamial HVAC Lends Program East Haveo,Cr 0651�aq Elite Software re149cmen�Int_ t` MC 1111 lean Ctrd�xvs Montvale Ct Project Summary project: Dan Cholewa Montviita Gt Cfre a Dan Choiewa Company: Vigti rte Heating&Cooling Inc_ Aa'dscw Representative! Stev i Viglione City: Movilie CT Address: 259 ;ommerce Street C Phone: h,. Fast +�Rt LFN ct+ 5512 Fax Phone- (MA 467-8388 Fax (203 468-2596 Design Data, Project Name: Protect City Dan Cholewa Montville Ct New Haven, Connecticut Ctailq Temperature Pange. Medium Latitude: 41 Demes Elevation: 6 Feet Elevation Sensible Adj. Factor: 1.000 E evatrarr'roost A . tractor: T_000 Ekvatian He rug,PiSi. Faces. 4,000 Outdoor Outdoor Indoor Indoor Grains Iry 8tib V_ iiet t Retj 11• DifferenceW Iter. -ID yr N/A --^e�. Summer 95 73 50°la 75 Check Figures Total Building Supply CFM: 2,000 __- CFM per square foot: 8.593 Square feet of roam area: 3,371 Square feet per ton: 518,918 ..._______— Building Loads Total heating required with outside air: 102,475 Btuh 102.476 MBH Tota%sensibite gain 6p.F�2b Bititt Total latent 98tH 8,F,LQ,T 8tit' 88 Total cooling required with outside air; 68,112 Btub. 5.678 Tans(bate I at%.aensible,i %aterk, 6.496 Tons(base I on 77%sensible cagy) Notes 0.4g%atiat+cam are wed r r,3ttr edition of AMA Manual.)_ All ornpt .eaStittSarPslIslinisttpsas Laarikjng tAsea7d Hist t►aar may-vary Be sure to select a unit that meets both sensible a latent loads. 1471 � r Di.)ILDIriL, f ASI I PWDif vat:Wu --- I Z I ' �rh 2 M 1"ROP Lac, ; . --1‘t i \ - 2 xe GVL,ii� , -ops 5.1CO.c .�. , -- + . tVP. (d �ftus5r5s -+ °. t,� 512V'S tdO , ...10 rem _ I\(4 O \ E ti feifiallinTlaiX PiO ir`t.1�''(6ps- ----> • . At D toPP DEPS I '5/0IT Vl r5-_ -� i' f. 1/2''PliYWO. iskiNofHhut, 6 _Al �aUD �I�o&R 23, `"W 0. 51'U D5 24"0.c, - I I I bill. I? i9 I MSL.I'LAT�kU - i 112""tXRwin LI,5 I) istoisit. 1'Y c" D, Ulf b -- I 4 JG r51115 16"0.c..- _ II ----- — (2) 2•%.4..W 0, pi3O(0. .. i 2 2 4" v.)0. STU05 2q"D.c. .. > I- 1IZ5'( r 4 TJ ---- 'P-19 1t ssiJt t1(IDrJ-- ) ) 112"GYP. b 0.- - v2' PLYW D. S t-It•.)J3TIa1'J(,-40)( 4 .. ''ee , . . .. _ 4- _- V V. r..1��51 5 I ,t?L..---�— i V IWO. PP/3 t'{ ----- _ -- --.- Y ,� , l��; yj�� r S IkiCNGR .Cvtt'SS ! �X)'�U��.( )0,_' "IUC�U� 2 gill N6006R -- 'i1W5P4 GRLID V'Vrt.Pr . 3a5PAM6L'1- . IiM`I'i ItiJetyS r-1/0-re!,,z,1 0 6,... +sr!iat, PiL '3OATI,Mi -_ 4 "UNC. 5bt15 V VLP/R rNaRRitt -. ` � Pd(�PBE' P1fi_-�.--119„ � �-��6��c • 1IJII1DIN c, aSI4 C'I'I0M �CADENZA ELITET"" HIGH GLOSS ACRYLIC0 �C 1 l(� W 606 H I RE L P OSERIES.O L SHOWN LESS ALL FITTINGS INSTALLATION INSTRUCTIONS 19 / (763/4 REF.) =� A I THANK YOU... OUTLINE curouTOF //�\\ a for selecting an American Standard bath. Your new / \��` 'e� bath is shipped to you after careful inspection. The // �� i, whirlpool version is completely assembled with pump, o a motor, and system piping. All you need to finish the ' , /// ® sEATAREA® % \ \ a. § installation are your selected fittings and electrical //7 / -----% \ >, \ oo1° connections for a whirlpool. �, 1x3., "'"" II If \\\ N1`w To insure maximum performance and pleasure from °x15) * 1 II <=ko this product, please follow the instructions and \ _ / s! w cautions. (136/9) ��� ON/OFSWITCH �� _—_am _ • •RE .tEN�EOF,TT.1� List of Optional Components (not included): """' LOCATION 84 x 381m^(2-12 x 15) • Flex-Jet Pulse Jet Kit* ( ) °"" �('°' 114(n Flex Jet Soft Jet Kit* C(1-OF OVERFLOW (+12) R°+ • NER • Apron Kit* 1 • E-Z-Install Heater* (}12) INIWEHFATER �/� rREMOVABLE BLAH` • Tile Bead Kit* Ma �IU������ /1 (3-1/4) I� (1P72) • ,,„ p�,�_�Il1p' �2'mm 519rtm Rt-12) List of Required Components (not included): (1.12) p • p� ��■ FEET • Drain* • Bath Filler* IMIle 1' 1-12N.P.T.THREAD ROUGH FLOOR * see your Home Depot Retailer 1-12 0.0.TAILPIECE GENERAL SPECIFICATIONS FOR 6060E WHIRLPOOL List of Required Tools and Supplies: INSTALLED SIZE_76-3/4 x 65-3/8 x 21-1/2 In.(1949 x 1661 x 546mm) WEIGHT 105 Lbs.(48 Kg.) Tools Supplies WEIGHT w/WATER 822 Lbs.(370 Kg.) GAL.TO OVERFLOW 86 Gal.(326 L) • Level • Nails WHIRLPOOL MIN.OPERATING VOL. 71 Gal.(269 L) • Tape Measure • Putty BATHING WELL AT SUMP 45 x 40 In.(1143 x 1016mm) • Pipe Wrench • Caulking (waterproof) BATHING WELL AT RIM 49 x 43 In.(1245 x 1092mm) • Slip Joint Pliers • 1 x 3 or 2 x 2 WATER DEPTH TO OVERFLOW 15-3/8 In.(391mm) FLOOR LOADING 24 Lbs./Sq.Ft.(114 Kgs./Sq.m) • Screw Dciuer Stringers PTS.(PROJECTED AREA) .......... • Standard ' • Drop Cloth CUBE(FT') 41.7 Woodworking Tools • 20 amp GFI 68.4 • Personal Safety Outlet WHIRLPOOL ELECTRICAL SPECIFICATIONS PUMP 2.1 HP,14.4 AMPS,120V. Equipment • Cement, Plaster, • Caulking Gun Grout GENERAL INSTALLATION INFORMATION Carefully uncrate and inspect your new bath for any shipping damage. If such damage is found, report it to your vendor immediately. After inspection and during installation, protect the bath from construction damage. After installation, and before enclosing with wallboard, tile, etc., water test the unit and check for leaks. Do not make modifications to the whirlpool system or remove pump from factory mounting. This could adversely affect the safety and performance of the whirlpool and void the warranty. Do not handle or move the whirlpool by the pump, motor, or piping system. Fittings (bath filler, shower arm, etc.) are not provided with the bath and must be ordered separately. Framing and enclosing materials are provided by others. Check for availability of optional American Standard wall tiling bead (required for recess installations). Protect all finished surfaces of the whirlpool during construction and installation using a drop cloth. WARNING! Do not lift whirlpool by the piping harness at any time. FOR AFTER-SALES SERVICE CALL 1 (800) 223-0068 WEEKDAYS. 752864-100 Rev. A ©American Standard Inc. 2001 All product names listed herein are trademarks of American Standard Inc. unless otherwise noted. BOISE` BC CALC®2003 DESIGN REPORT - US Tuesday,July 27,2004 16:32 Single 9 1/2" AJSTM 20 MSR File Name: BC CALC Project:J01 Job Name: Address: Description: City,State,Zip:, Specifier: Customer: Designer: Code reports: ISR-1144 Company: Misc: Standard Load .740 psf 110 psf OC Spacing 16" 1400.00 16-00-00 B0,1-1/2" B1,3-1/2" 330 lbs LL B2,1-1/2 66 lbs DL 1004 lbs LL 370 lbs LL 251 lbs DL 83 lbs DL Total Horizontal Length-30-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 30-00-00 Live 40 psf 16" 100% Member Type: Joist Number of Spans: 2 Dead 10 psf 16" 90% Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1900 ft-lbs 55.9% 100% 2 2-Left Slope: 0/12 Neg.Moment -1900 ft-lbs 55.9% 100% 2 1 -Right OC Spacing: 16" End Reaction 453 lbs 39.6% 100% 5 2-Right Repetitive: Yes Construction T Glued Int.Reaction 1254 lbs 42.8% 100% 2 2-Left ype Cont.Shear 652 lbs 56.2% 100% 2 2-Left Total Load Defl. L/713(0.269") 33.7% 5 2 Live Load: 40 psf Live Load Defl. L/140(0.229") 57.2% 5 2 Dead Load: 10 psf Total Neg. Defl. -0.077" 15.4% 5 1 Partition Load: 0 psf Max Defl. 0.269" 26.9% 5 2 Duration: 100 Span/Depth 20.2 n/a 2 Disclosure Notes The completeness and accuracy of Design meets Code minimum(Lt240)Total load deflection criteria. the input must be verified by anyone Design meets User specified(L/480)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 3-1/2". above is based upon building Minimum bearing length for B2 is 1-1/2". code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+1/2 intermediate bearing and analysis methods. Installation of BOISE 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. BC CALC®,BC FRAMER®,BCI®, BC RIM BOARDTM,BC OSB RIM BOARDTN,BOISE GLULAMTM, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM VERSA-STUD®,ALLJOIST®and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC® 2003 DESIGN REPORT - USTuesday, 27,2004 16:33 ��ry July Single 14" AJSTM 25 MSR File Name: BC CALC Project:J02 Job Name: Description: Address: Specifier: City,State,Zip:, Designer Customer: Company: Code reports: ISR-1144 Misc: Standard Load-40 WOO psf OC Spacing 12" IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIMIIIMIIIIMIIIIIIIIIIIR B0, 1-1/2 480 lbs LL 81,1-1/2 120 lbs DL 480 lbs LL 120 lbs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. Member T S Standard Load Unf.Area Left 00-00-00 24-00-00 Live 40 psf 17' 100% ype: Joist Number of Spans: 1 Dead 10 psf 12' 90% Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Slope: Moment 3600 ft-lbs 47.9% 100% 2 1 -Internal OC Spacing: 0/1212Neg.Moment 0 ft-lbs n/a 100% g' End Reaction 600 lbs 52.4% 100% 2 1 -Left Repetitive: Yes Total Load Defl. U585(0.492") 41.0% 2 1 Construction Type:Glued Live Load Defl. U731 (0.394") 65.6% 2 1 Max Defl. 0.492" 49.2% 2 1 Live Load: 40 psf Span/Depth 20.6 n/a Dead Load: 10 psf 1 Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified byu anyone Minimum bearing length for BO is 1-1/7. who would rely the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE 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. BC CALC®,BC FRAMER®,BCI®, BC RIM BOARDTM,BC OSB RIM BOARDTM',BOISE GLULAMTM, VERSA-LAMS,VERSA-RIMo, VERSA-RIM PLUS®, VERSA-STRANDTM', VERSA-STUD®,ALLJOIST®and AJS T""are trademarks of Boise Cascade Corporation. Page 1 of 1 BOA' BC CALC®2003 DESIGN REPORT - US Tuesday,July 27,2004 16:31 Triple 1 3/4" X 9 1/2" VERSA-LAM® 3100 SP File Name: BC CALC Project:FB01 Job Name: Description: Address: Specifier: City,State,Zip:, Designer Customer: Company: Code reports: ICBG 5512,NER 629 Misc: I Standard Load-40 psf 11'9 psf Tributary 15.0000 111111gIIIIMMIIIIIIIPIIIIIIIIIIPIIIIIIII.IIIIIIM-00-00 BOA B1 B2 09-00-00 B3 64 65 09 00 00 09 0000 09-00-00 Be 4829 lbs LL 12918 lbs LL 12295 lbs LL 12254 lbs LL 12295 lbs LL 129/8 lbs LL 4829 lbs LLL 1114 Ibs DL 3207 lbs DL 2718 lbs DL 2881 lbs DL 2718 lbs DL 3207 lbs DL 1114 lbs DL Total Horizontal Length-54-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 54-00-00 Live 40 psf 15-00-00 100% Member Type: Floor Beam Dead 10 psf 15-00-00 90% Number of Spans: 6 1 2nd Floor Unf.Area Left 00-00-00 54-00-00 Live 40 psf 15-00-00 100% Left Cantilever: No Dead 10 psf 15-00-00 90% Right Cantilever: No Slope: 0/12 Controls Summary Control Type Value %Allowable Duration Load Case S n Location Tributary: 15-00-00 pa Moment 13968 ft-lbs 66.7% 100% 10 6-Left Neg.Moment -13968 ft-lbs 66.7% 100% 6 1 -Right End Shear 4744 lbs 49.2% 100% 4 1 -Left Cont.Shear 7167 lbs 74.3% 100% 6 1 -Right Live Load: 40 psf Total Load Defl. L/521 (0.207") 46.1% 5 6 Dead Load: 10 psf Live Load Defl. L/612(0.176") 58.8% 5 6 Partition Load: 0 psf Total Neg.Defl. -0.096" 19.2% 4 2 Duration: 100 Max Deft 0.207' 20.7% 5 6 Disclosure Notes The completeness and accuracy of Design meets Code minimum(L/240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(L/360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 3-5/8". above is based upon building Minimum bearing length for B2 is 3-3/8". code-accepted design properties Minimum bearing length for B3 is 3-3/8". and analysis methods. Installation Minimum bearing length for B4 is 3-3/8". of BOISE engineered wood Minimum bearing length for B5 is 3-5/8". products must be in accordance Minimum bearing length for 86 is 1-1/2". with the current Installation Guide Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and the applicable building codes. Connector Manufacturer: Simpson Strong-Tie®Company Inc. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®,BCI®, BC RIM BOARDTM,BC OSB RIM BOARDTM,BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM, VERSA-STUD®,ALLJOIST®and AJST""are trademarks of Boise Cascade Corporation. Page 1 of 2 BOISE- BC CALC® 2003 DESIGN REPORT- US Tuesday,July 27,2004 16:31 Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: BC CALC Project:FB01 Job Name: Description: Address: Specifier City,State,Zip:, Designer: Customer: Company: Code reports: ICBG 5512,NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Install screws from both sides,staggering screws by'A of the spacing to avoid splitting. Member has no side loads. Connectors are:SDS 1/4 x 3-1/2 a=1-1/2" -b-- d b=4" c=3-1/4" j d=24" I e=1" a • r. • 1 -e-- Page 2 of 2 Majestic Fireplaces® BR/BC Series BR36 Series Woodburning Fireplace Rough k 22"--4.-1..- -gniI. i. i. —�` 4 453/4" Depth im§ sm. " 11" DIA. 7%" i -44 *20'/z" 5/e" 20 1_ 5/e" RECESSED i i " I # 323/" <55' _`L ® r-En JOE'-.- I NAILING 453/a" ♦ k Rough Opening Width 41".1 ,is Rough 643/4" Opening Height. is' rNt______JM ''Z . 1 i i - rjn 4--i x 1 i9/ 71/2., ` 365/e" OUTSIDE 403/4" AIR GAS LINE GAS LINE ICI ill ' 36"---.• 193A" ACCESS ACCESS- [ l 21 145/8" A 9'/z" 7,4 ELECTRICAL -491/2" 7'/' . ACCESS I-- 40" i -4133/4"0-1 *If elbows are offset to the back of the unit, chase depth will be 225/8" FP526 Fig. 1. BR36 Series specifications and framing. BC36 Series Woodburning Fireplace — Circulating Model Rough 1-e—22"--.I Opening 1 • J Depth ��'` 73/0" nl �T 453/4" f " 11"DIA. I /z" c 5/8.., I 20" 11� 411 5/e" RECESSED 1 �� _1:1 NAILING ♦ 323/8" 55> 1 FLANGE ♦� k Rough Opening Width 41" 453/4" Rough 643/4" Opening 61 -•-i �? Height. - -------- - -------- z v .'_�. _ -- 7 fly - - 7Yz" 365/8" OUTSIDE 403/4" 1 t " AIR I 34GAS LINE GAS LINE 36"---40- 3 ACCESS 19/4" 21" ACCESS- 1 I 4 14%" 91/2' Amman 73/4" ELECTRICAL 91/2" / * ► ► ACCESS 7'/z" ' 35Yz" A 13'/4"H 40" 2Y2" *If elbows are offset to the back of the unit, chase depth will be 225/e" FP527 Fig. 2. BC36 Series specifications and framing. 3 ,! Majestic Fireplacess BR/BC Series Chimney Requirements - Offset Installations OFFSET CHIMNEY FLUE EXIT — }r�r.'% r 1111111 1111111 __ RISE / 1I CHIMNEY �� I SECTION 1 T I __ I I I W F282 ELBOW : RETURN 30° Elbow Offsets O' A 1 —g G if ELBOW fl CO G 1' 1'/z' 3' 4' y v Offset Rise I �� 30° 1 - OFFSET 0 0 0 0 0 3" 11" D 1FT. E I RISE I ELBOW i,/ 1 0 0 0 0 81/4" 20" i I \-I / 0 1 0 0 0 111/4" 251/4" ..-C ,/ 1 30 SKCS8 2 0 0 0 0 131 291/4" I , i RETURN I SUPPORT 1 1 ,0 0 0 161/2" 341/4" 1 H ELBOW- . 0 0 1 0 0 20'/a" 403/4" I �` OFFSETS;10, �� ' 1 �y H 2 1 0 0 0 213/4" 431/2" B v� 30' / 0 1 0 0 1 , 0 261/4" 511/4' i OFFSET ik� 0 1 1 0 0 281" 551/4" 0,-, _ ,� ELBOW 1 0 0 1 0 31'/2" 60'/a" I ' 0 1 0 1 0 341' 65'/" I;'':'RI;I FLOOR L U 0 0 2 0 0 371' 703/4" O 1 1 0 1 1 411" 773/4" I , Example 1 0 0 1 1 1 45" 833/4" p Example 2 Example 3 0 1 2 0 1 471/4" 871/2' Notes: G+H cannot exceed 20 feet. IWF269 0 0 0 2 1 51" 94" Air Space Clearances: SK8(2-wall)= 11/2"and"S"Series (3-wall)=2" 0 1 1 1 1 531/" 98" 0 0 3 0 1 561/4" 1031/4" Illustration Key 0 1 0 2 1 59'/4' 108'/2' 0 0 2 1 1 621/4" 1131' The following safety rules apply to C.The chimney cannot be more than 30' 0 1 3 0 1 641/2' 1171/2" offset installations(letters correspond (45" in Canada)from the vertical plane in 0 0 1 2 1 681" 124" with illustration above): any installation*. 0 1 2 1 1 701/2' 128" A.Height of the chimney is measured D.The maximum length of the angled run 0 0 0 3 1 741/4" 1341/2' from the hearth to the chimney exit. of the total chimney system is 20 feet. (G 0 1 1 2 2 78" 1403/4" plus H cannot exceed 20 feet.) 0 0 3 1 2 81" 146" BR/BC36 BR/BC42 E.A chimney support(Model SKCS8) is 0 1 0 3 2 84" 1511/4" Maximum: 90' 90' required every 6 feet of angled run of 0 0 2 2 2 87" 1561/2' Minimum: chimney.Chimney supports are required 0 1 3 1 2 891/4" 1601' Without Elbows 12'6" 12'6" for every 30 feet and 60 feet(SK8 pipe) 0 0 1 3 2 93" 1663/4" With 2 Elbows* 15'0" 15'0" or 20 feet and 40 feet (3-wall pipe)of With 4 Elbows' 21'0" 21'0" 0 1 2 2 2 951/4" 1703/4" vertical chimney height above the hearth. 0 0 0 4 2 991/4" 1773/4" B.Do not use more than 4 elbows per Determine the offset distance of your 0 1 1 3 2 1011/4" 1813/4" chimney. chimney arrangement from the centerline 0 0 3 2 2 1041/4" 1861/4" Attach the straps of the return (top) of the fireplace to the centerline of the 0 1 0 4 2 1071' 1911/2' elbow to a structural framing member. chimney whero it is to pass through the 0 0 2 3 2 1101/4" 1963/4" first ceiling. The offset (first)elbow of any pair does 0 1 13 2 3 114" 2031/4" not have straps. Note:This offset distance may not be 0 0 '1 4 3 1173/4" 2093/4" your full offset distance. See Examples 2 0 1 2 3 3 120" 2131/2" * In Canada,two(2)SK845 are allowed. and 3. 0 0 0 5 3 1233/4" 220" Fig. 6. Chimney system requirements. 6 a' russ russ Type sty •y • ` snow .mp win. WSI STK 530 FINK Y80 1 14838381 • tructures,Biddeford,IGfE S J — Job Reference(optional) 5.100 e ar 25 2003 Mi ek Industries,Inc. Tue May T0$:s :A 9-.c 1- 1 + 7-9-14 1 f 1540 I 22-2-2 30-0-0 - r 1 4-0 —1 1-4-0 7-9-14 7-2-2 7-2-2 7-9-14 1-40-_, Scale=1.'53.7 5.0012 5x10MII20H= I i 5 v 4x6 r: 4.6 ri 4 / ` 6 z'6•2 x6\\ �g// ,. r 3! �_5:7 2 1 = c .' ---- — 111 ' Ifg 4: }" 3x10 12 13 11 14 10 3y 3x10 3x4 4x6= 3x4= 3x r --- 12"Max.Cant 12"Max Cant See Alternate Detail Below i`' Sl0I111ell1ale. 10-2A 19 340-0 7 r _ , � 10-2-9 9-6-13 10-2-9 = > t -_ • ss(�,Y "setli 12:0-10-2A-0-101,120-0-4,EdgeJ 17-0-2-8,00-1.2.1_(8:0-10-2,0-0-101, [8:0-0-4,Edge) x ,.fl,.:. _ ,.,', :f IN - LOADG(psf) SPACING 2-0-0 f CSI DEFL in (loc) I/deft Lid TES " TCLL 42.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.43 10-12 >827 360 MII2 TCDL 7.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -0.55 10-12 >644 180 I MII20H # BCLL 0.0 ` Rep Stress lncr YES WB 0.57 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code BOCA/ANSI95 i (Matrix) i Weight: 106 lb LUMBER BRACING TOP CHORDCHORD 2 X 4 SPF 2 X 4 SPF 2100F 2100E 1 1.8E.8E 'Except' TOP CHORD Sheathed or 2-11-10 oc purlins. 4-5 2 X 4 SYP No.2, 5-6 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. y BOT WEBS 2 X 4 SPF-S Stud "Except" ? ;. 5-12 2 X 4 SPF 1650F 1.5E, 5-10 2 X 4 SPF 1650F 1.5E WEDGE 1: 3 Left: 2 X 6 SPF 1650F 1.5E, Right: 2 X 6 SPF 1650F 1.5E ". I REACTIONS (Ib/size) 2=1970/0-3-8, 8=1970/0-3-8 Max Horz 2=123(load case 2) t' Max Uplift2=-1512(load case 2), 8=-1512(1oad case 3) (Ib) -First Load Case Only 'PCHORD 1-2=48, 2-3=-3753, 3-4=-3285, 4-5=-3142, 5-6=-3142, 6-7=-3285, 7-8=-3753,8-9=48 c ` ..-.TCHORD 2-12=3328, 12-13=2243, 11-13=2243, 11-14=2243, 10-14=2243,8-10=3328 EBS 3-12=-702, 5-12=1088, 5-10=1088, 7-10=-702 ,";' NOTES 1) Unbalanced roof live loads have been considered for this design. :4' 2)This truss has been designed for the wind loads generated by 120 mph winds at 35 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline,on an occupancy category I,condition enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals exist,they are not exposed to wind. If cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M1120 plates unless otherwise indicated. 4) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. - 5)Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 1512 lb uplift at joint 2 and mat/ems 1512 lb uplift at joint 8. , 6)"Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. ti�d� F fi 0� ,a'' LOAD CASE(S) Standard �,�,`,... 'e`ti• .A- DESIGN LOADING: ? Q f0.r�N W C,�" TCLL/TOTAL(PSF) 6" 1" :y;4tQ - . 42/59 24"oc • t $ 53/74 @ 19 2"oc. 2 e jail Wedge Z-p -' 63179 @ 16"oc. imme• • 2 1/4" Ma ; • % y12" /, N 0 Cant. ' 1..4. .>,* • 5x10= Root0f.tiA E ;. 1104110. ' 'ARNIM-Ver(fjf design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and k for on Individual building component to be Installed and loaded vertically, Applicability of design parameters and proper Incorporation of component Is tesponsbaty of balding designer-not truce designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to insure debility during construction k the responslbaty of the erector.Additional permanent bracing of the overall structure k the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard.051-89{racing Specification,and HIB-91 Handling Installing and tracing Recommendation avaliable from Truss Plate institute,583 D'Onotnlo Drive,Madison,WI 5.3719. MI r4.- l Permit Number Checked By/Date MECcheck Compliance Report 1995 MEC MECcheck Software Version 3.3 Release lb Data filename:Untitled TITLE: 82 CITY:Middletown STATE:Connecticut HDD:5945 CONSTRUCTION TYPE:Single Family DATE:07/28/04 DATE OF PLANS:7/28/04 PROJECT INFORMATION: 82 pirrez drive COMPANY INFORMATION: d and c bulders COMPLIANCE:Passes Maximum UA=621 Your Home=589 5.2%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2068 30.0 0.0 72 Wall 1:Wood Frame, 16"o.c. 3240 19.0 0.0 170 Window 1:Vinyl Frame,Double Pane with Low-E 342 0.350 120 Door 1: Solid 21 0.350 7 Door 2:Glass 40 0.350 14 Basement Wall 1: Solid Concrete or Masonry,7.0'ht/6.0'bg/2.0'insul 1176 19.0 0.0 132 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1564 19.0 0.0 74 Heat Pump 1:Air Source,6.8 HSPF, 10 SEER Air Conditioner 1: Electric Central Air, 10 SEER 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 MEC requirements in MECcheck Version 3.3 Release lb and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. Builder/Designer Date MECcheck Inspection Checklist 1995 MEC MECcheck Software Version 3.3 Release 1 b DATE:07/28/04 TITLE:82 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] I. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 7.0'ht/6.0'bg/2.0'insul, R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame,Double Pane with Low-E, U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor:0.350 Comments: [ ] 2. Door 2:Glass, U-factor:0.350 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Heat Pump 1:Air Source,6.8 HSPF, 10 SEER or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials and 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment must be identified so that compliance can be determined. 4 y Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] ' Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] II Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-6.5. [ ] � Duct Construction: All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville,CT 06382 Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231 August 4,2004 To Whom It May Concern: Dannie Cholewa has applied for a building permit for the construction of a new single-family residence at 82 Pires Drive, Uncasville, CT. The permit application was submitted on July 27, 2004 and is in the process of being reviewed by our department. It generally takes approximately 2-3 weeks from the submission of an application before our office is able to review the application. •sep J. Sups- s Deputy B;.'•ing Official Cc: 0 DESIGN NI-80 PROPERTIES NI-6 , E 31/f NI-40x -2'/21 111/2. A NI-20 L 21/2-d 1'/- A OSB 3/e' -4- Nordic Engineered Wood harvests its own 1 wA 058 3/, trees,which enables us to adhere to strict - -1-2 -i-i- quality control procedures throughout the i'- ' BVs• 11,4" 14'or 16" manufacturing process. From the forest to OSB 3/8" , 91/2",11W the finished product,we see our lumber 14'or 16" through each phase of production. 91/2" 91/2' 11 me 11 me Nordic uses only black spruce MSR lumber in their flanges, ensuring consistent quality, _ i Nr superior strength, and longer span carrying 1650 MSR •50 M'- 2100 MSR 2100 MSR capacity. DEPTH TOLERANCE:+0/-1/8 inch DESIGN PROPERTIES FOR NORDIC I-JOISTS''' M,3) JOIST EI'2' Non-Repetitive Repetitive , DEPTH DESIGNATION 10`Ibf-in.' Ibf-ft Ibf-ft Ibi I.:: .,, ,I NI-20 145 2,180 lag £NI-40x 218 2,485 2,655 1, 00 NI-60 231 3,245 3,470 1120, 1/101 NI-20 253 2,910 3,025 1,420 illNI-40x 371 3,320 3,550 1,480 al NI-60 396 4,335 4,635 1,420 ,!,:. N1-80 547 6,130 6,555 1,420 ' , 8- 1 law rill NI-60 584 5,320 5,690 1,710 2,500 1,200 7` _ NI-80 802 7,525 8,050 1,710 3,020 1,280 7.1,,,` NI-60 799 6,250 6,685 1,970 2,500 „1.,200 8.32" NI-80 1,092 8,845 9,460 8.32 "= SI Ibf.4.45 kN,llbf-ft=1.356 N-m,1 Ibf-in'=0.00287 Wm',1 inch=25.4mm -,"'•� . : ---` ' Uniform Load: s=384 El 4. K (1) 1)The tabulated values are design values for normal duration of load.All values,except for El an K,Tire t permitted to be adjusted for other load durtions as permitted by the code for solid sawn lumber. ,,,,».- Center-Point Load: 6= g`EI + Kt (2) (2)Bending stiffness(El)of the I-joist. (3) Moment capacity(M)of a single I-joist.When I-joists are in contact or spaced not more than 24 inches on center,are not less than 3 in number,and are joined by floor,roof,or other load distributing elements Where: a =calculated deflection(in.) f' adequate to support the design load,repetitive moment shall be permitted for use in design. -' =uniform load(Ibf/In.) (4) Shear capacity(V)of the I-joist. =design span(in.) P =concentrated load(Ibf) (5) Intermediate reaction(IR)of the I-joist with a minimum bearing length of 3-1/2 inches without bearing El =bending stiffness of the I-joist(Ibf-in.2) -1 ,.- stiffeners. K =coefficient of shear deflection(Ibf) '' X4(6)End reaction(ER)of the I-joist with a minimum bearing length of 1-3/4 inches without web stiffeners.Higher end reactions are permitted.For a bearing length of 4 inches,the end reaction may be set equal to the tabulated shear value.Interpolation of the end reaction between 1-3/4 and 4-inch bearing is permitted. For end reaction values over 1,550 Ibf,web stiffeners are required. 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I E �j_ f C <� q P Ot 4 r 9 1-6Va r. _ ` wall 4 Z1 © 1 1 m y z ttl ' Y10 js -' 'O.„ IL d (De , o le ® Ft r _� 2 I N ctl IP ,o-,5 + • -� nnuiuii mlrori rp i i!IllnhulV7Wlnli 4 II " ® I - c-)i = I t1 1,4 m '� c II I k a vildiuMuuliIlllllllnnlunu thuja:to — — Wl+i g o :, 11111115111111111 or Iltlllllh,Illi!iIII111P 11'0!911 1 II IIIIIIIIALdllI I I SP I 4 —, din 1 I Iia I i1 O ®x " II III I I Ii 111 I'Ilil� � Z 1'llllllllllllllllllIII'01111'i!IYIIIIIIIIIIIIII'llliI? m a E . II 7.4II ML i 4 .a e. o r� . • r a, A o ,Ir,a .o-,LI .0-,n .0-,t¢