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HomeMy WebLinkAboutSFR 2000 Town of Montville Building Department 0" Fax: 848-7231 Phone: 848-7166 310 Norwich New London Tpke Building /Trades Permit Permit Number BP2000-376 Permit Date 8/17/00 Permit Type Building Permit Code R2 -- Job Street# 51 Job Location Pires Drive Map/Block-Lot 039/098-002 Job Description Single Family Residence Owner Alan & Kathy Frausini Mailing Address 30 Powerhouse Road City Uncasville' State Ct. Zip 06382 Telephone 848-7441 Contractor Alan Frausini *Mailing Address 30 Powerhouse Road *City Uncasville *State Ct. *Zip 06382 *Telephone 848-7441 Lic/Reg Number Lic/Reg Type Expiration Date Use Group R4 Size Type Construction 5B Building Value $203,963.00 Building Fee $1,222.00 Plumbing Value $12,802.00 Plumbing Fee $76.00 Heating Value $7,983.00 Heating Fee $46.00 Electrical Value $14,254.00 Electrical Fee $88.00 A/C Value $5,371.00 A/C Fee $34.00 Other Value $0.00 Other Fee $0.00 Total Values $244,373.00 State Ed Fee $39.10 CIO Fee $10.00 "Net.Paid Plan Review Fee $122.20 •tal Fees _ $1,637.30 ,� /, Building Official's Signatur ,azz�w l —c.(v _�- Date P7/7/ cr-) Required Inspection ® Footings-Prior to pouring concrete V Rough Heating and Air Conditioning ® Footing Drains/Waterproofing -Prior to backfill B Chimney -One flue above thimble V; Framing ❑ Fireplace-Throat ✓ Rough Electrical ❑ Fireplace -Final j Electrical Service Chi Firestopping/ Draftstopping .W Rough Plumbing -Leak test required ® Insulation ❑ Pool Bonding and Electric v Final Inspection for Certificate of Occupancy -PRIOR to Use or Occupancy Town of Kontvit Bui(fing Department 310 Norwich-Trees London Tpk RECEIVED (Uncasviffe, Ct. 06382 7 - 6 Tet. 848-7166 E. ;4 ;- Application for Building or Trades Permit Owner: M € 470`; MailingAddress:-,-) quitfkinusf /RD City: ONO Pa/1W: ' State: Zip:O60, Tel:X60 / e-f j-/-7//Lf/ Job Location: r � —' PgE5 ma . 1V'((( Map/Block-Lot / 1 r -- 2— Contractor: 44-141f AS 6. W1 - Mailing Address: 2 C) R f- -4 CM-StC R 0 c City: U me.y &j l L oc State:( 1 Zip: 063 Tel:�60 / 0/g/74/g Type of Permit ❑ New Single Family ❑ New Two Family ❑Addition I I Commercial ❑ Industrial Li Alteration ❑ Garage ❑ Carport I I Shed ❑ Roofing [ Air Conditioning I I Plumbing ❑ Heating I { Electrical ❑ Gas I I Retaining Wall ❑ Deck ❑ Pool 1 1 Patio ❑ Porch ❑ Demolition ❑ Siding ❑ Windows ❑ Fireplace I 1 Chimney Job Description/Materials: SS (- (r -*►r^1 L.:-/ / 3 t 1cxjvti, pr-T-7-AI fi._1> ,S 1AL?Iv4trr36t,. ''Nf\if;,Cr 1NI- L. U3001' `f Size 2770 .S F'( Type of Heat JIAlJ((i-lwI6lL., cfl t(Jo se '.'+'. ' 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. New Home Construction Contractors: Have you ente e, into a contract with the consumer for the proposed work ? ❑ Yes n No Owner/Agent Signature t CL an-4 Date 7 Contractors License/Registration Typ�&N'mber —_ Construction Value 96 3 Fee Building $ 40 0�66 $ /02°,2 2 , Plumbing $ 1 OD 0 /4Do?� $ rl AV Heating $ 0 0 D , 7j 9 8"3 $ •8, ,k.)Electrical $ '1600 . /�o2u V �,-� Air Conditioning $ 60500 , -,7,.1 7 / $ 3 V / V Other $ $ Certificate of $ /. ' r, Plan Review Fee $ /02a2/626 V State Education Fee $ ',�9'h Total $ , 7 5/,77, �� $ /, 6 3 7._50 Town of Montville Building Department Receipt Date 8` /p? 5'/ ,0 0' No. _ • . Fro //� — Job Address: L�7 Xti241/1 ite:ft„"e t, rAmount $ ._ Cash Check # 410 •, Circle one) 9 il Received by isliP Permit # --J alp Permit Fee Calculation Spreadsheet RESIDENTIAL PERMIT CALCULATION (1-1/2 STORY) House Construction A (E=Economy,A=Average,C=Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL Living Area 2903 SF $ a 67.96 $ - $ 197,258.85 Finished Basement SF $ $ 15.05 $ $ Unfinished Basement 1683 SF $ - $ 5.05 $ - $ 8,499.15 Plumbing Fut Bath 3 EA $ - $ 3,531.00 $ - $ 7,062.00 Half Bath 2 EA - $ 2,247.00 $ - $ 4,494.00 Garages Attached, 1 car EA $ - $ 8,054.00 $ - $ Attached,2 car EA $ - $ 13,676.00 $ - $ - Attached,3 car 1 EA $ - $ 18,938.00 $ - $ 1R`("),R • Detached, 1 car EA $ - $ 10,547.00 $ - $ Detached,2 car EA $ - $ 15,809.00 $ - $ Detached,3 car EA $ - $ 21072.00 $ - $ Under, 1 car EA $ - $ 1,226.00 $ - $ Under,2 car EA $ - $ 1,673.00 $ - $ Fireplace&Chimney Prefab EA $ - $ 3,480.00 $ - $ Masonry,exterior EA $ - $ 3,556.00 $ - $ Masonry,interior EA $ $ 3,330.00 $ - $ W/2 fireplaces EA - $ 2,520.00 $ - $ Dormers Gable 60 SF - $ 22.00 $ - $ 1.320 Shed SF - $ 15.00 $ - $ Breezeway/Decks Open SF - $ 19.50 $ - $ Enclosed SF - 82.80 $ - $ Porches Open 38 SF - $ 37.63 $ - $ 1,429.94 Enclosed SF 111.55 $ - $ - Heating Adjustment 2903 SF - $ (2.75) $ - $ (7,983.25) Air Conditioning 2903 SF $ $ 1.85 $ - $ Electrical 2903 SF $ - $ (4.91) $ - $ (14,253.73) Plumbing 2903 SF $ - $ (4.41) $ - $ (12,802.23) TOTAL BUILDING CONSTRUCTION COST,LESS MEP $ 203,962.73 PERMIT FEE Building $ 203,963 $ 1,222.00 y Plumbing $ 12,802 $ 76.00 y Heating $ 7,983 $ 46.00 y Electrical $ 14,254 $ 88.00 y Air Conditioning $ 5,371 $ 34.00 Other $ - CO Fee $ 10.00 Plan Review $ 122.20 State Ed Fee $ 244,373 $ 39.10 Total Fees $ 1,637.30 Based on 2000 RS Means Square Foot Costs 8/17/00 // ZONING PERMIT ZONING PERMIT NUMBER C C� -1 1 OR ON/A EXPIRATION DATE Lc \'‘710\0 1 PROPERTY LOCATION , / P1/2e-S Pc/tip" MAP 39 LOT 98 -z_ PROPERTY OWNER Li i F{' komp.( Fj .Att5M4/ G4/0-44 ..J CONTRACTOR ,4( TQ.SM / CONTRACTOR LICENSE# g- 7t. Lu _ '"a,? SC Sit) CONTAC DDRESS 30 pc.W C_►Zl-nl1st o D UM C liW I CC(' TELEPHONE EPHONE ZONE / LOT AREA 11 S ko c` PERMIT REQUEST ( h�I t F0,4_,, 1 17 c i c _ 9 r C IT IS THE APPLICANT'S RESPONSIBILITY TO FURNISH THE FOLLOWING INFORMATION: A SKETCH, OR PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST 1" = 40' SHOWING: DIMENSIONS OF THE LOT, THE SIZE, AREA, AND LOCATION OF EXISTING, PROPOSED, PRINCIPAL AND ACCESSORY STRUCTURES, DRIVEWAYS, SANITARY FACILITIES AND WATER SUPPLY, PARKING FACILITIES, AND ADJACENT STREETS; DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES AND WETLANDS. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND SURVEYOR MAY BE REQUIRED. THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS ISSUED BY THE COMMISSION OR ITS APPOINTED AGENTS. SKETCH PLAN OR GRADING PLAN 1E4 ON/A HEALTH DISTRICT APPROVAL ES OW ;'57(a STATE HIGHWAY PERMIT OYESWA WETLANDS PERMIT OYES 1/ HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY OYES (1- HAS BOND BEEN FILED OYES , /A FEE O CASH CHECK#O 113 O N/A THE APPLICANT IS RESPONSIBLE FOR AND AGREES TO: I1. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2. FURNISH ALL NECESSARY INFORMATION AND DOCUMENTATION TO PROCESS APPLICATION. 3. NOTIFY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS. 4. CALL FOR FINAL INSPECTION AND REQUEST CERTI ATE OF COMPLIANCE BEFORE ISSUANCE OF C.O. APPLICANTS SIGNATURE / i DATE: /P6 - Z O - 2.c-00:- () [OMMISSION AGENT DATE CERTIFICATE OF COMPLIANCE DATE PHIS SI NEDpPERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS ON ACV ZONING OFFICER848-8549 OFFICER (848-8549) AT LEAST 24 HOURS BEFORE ONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT _OCATION. 04/11/00 14:09 FAX 18608877898 UNCAS HEALTH DIS 1n02 (Incas Health District . .r 372 W. Main St. -2nd Floor Norwich, CT 06360-5450 Telephone No. (860) 823-1189 FAX No. (860) 887-7898 E-Mail: office@uncashd.org Internet: httpJ/www.uncashd.org Serving the People of Norwich and Montville PERMIT TO CONSTRUCT A SEWAGE DISPOSAL SYSTEM PERMIT # 1516 Approval is hereby granted for the construction of a sewage disposal system located at 51 Pires Drive in the town of Montville. Owner: Alan Frausini Installer; Alan Frausini Residential;Number of bedrooms: 3 (system designed for 4) INSTRUCTIONS TO THE INSTALLER 1)The Uncas Health District is to be contacted before any change is made in the system location, size or design. 2) Any new sewage disposal system must conform to all requirements of section 19-13-B103 of the Connecticut Public Health Code. 3)All construction must be under the direct supervision of an installer licensed under section 20- 341 of the Connecticut General Statutes. 4)The installer is responsible for verifying the locations of property lines, water lines, wells and buried utility lines prior to installation. SPECIFIC INSTRUCTIONS: Adhere strictly to the plan for Alan Frausini, Pires Drive by Gary Vvinaiski, P.E., revised March 24, 2000. All work to install the septic system must be done only by Mr. Frausini. Prior to the start of construction, the house and system are to be staked by a licensed surveyor, a test hole is to be dug in the primary area and a percolation test done in the reserve area.. After the fill is placed and compacted, it must be perc tested prior to the installation of the system. Approved by: (44=0,44^.. �`'` `' — Date: April 7, 2000 Arthur Cohen Director of Health Fee Paid: S75.00 Receipt number: 8284 Permit expires: April 6, 2001 Permit renewed: - JUN-29-00 01 :25 PM A REAL LUMBER YARD 8608850374 P. 02 11 BOISE CASCADE - BC CALC'^' 2000 DEVON REPORT • US 1'hWadtry,June 26,/WO 11 4( (*) File Triple - 1 314" x 14" V-L SP 2900 Name- • fit' Job 1VDrne Ai Frausini Customer � NorwiCh Lumbar-Kart AddrO Sasctf er Designer - F:' Paquette!$tart.7'a - CO'npar',?. - Wood�tuttlurw .tic. Code Reports • ;CLO 5512,SOCA 98 52 SSCCI 9852 MisC ,�� ..� Member ptagram ' fAI.tit t.V 1( 6b471,1--1// 141'41 I e rt, ( i i .1..1 _a......,.. •e......•f. •.,,._. .L_.1...♦__.,.d r 1....,.1J-.4i—— 1 s JT^ 6NndndLao-40P54I+0PSF iribuir!y05.0000 i • qe.1...U. 7i.CtW 9 Owe . y1At"N Tot!Me2ental-angor-10-40.00 — .- - General Data Load SummaryRef• Start End E iv8 Dead Trib. DUr. Version US Imperial ID De;crlidien Load Type S Standard Unf Area i.oar4 Leff 00.05.00 16-00-00 4 PSF 10 PS ��P100 40 100 Member Tyre' moor Seem t Outside Wad Urif.Lin.Load Left 00 00.00 18-00.00 28G PLr 1-10 P1FL t rife n.'a 1+5 vurnbet at Spans • 1 2. Rcoi Uhl Lin Load Lert. CiG,00-00 1E-00-00 Left Cent laver No ergrit c:rat•ti+ever - Nu Controls Summary Control Type Value %Allowable Duration Loadcaee(?15% 3 Span 1. N ocauon SMpr 0112 Moment 25621 f¢lrs b41% ,� t • Left Trbutary 05.00-Cr@,. End Shear 54711bt 33.5% 15,0 3 1 Repetitive n!a total Ue er�ion L1390(0402') 61.5St 3 1 Consviieticn Type- ntA live Deflectearr, L'601(0.319") 60.9% 3 , Max Cell 0.49('(Lir'ntt r; 49.2% 1 i `, We load 41)PSF SpariDei.th 13.7 Deiel l o d 10 PtF Fan 1..g4C 0 PSI- D.irstr.o. 100 NOTES: Des meets(ode!rir'mum(1J240)Total load deflection criteria. Ui$ClOCUr'e [mon meets Code minimum(11360!Live bad deflection Criteria "ne:omoieteneas and accuracy:r Design meets erbltrery('I")May.mum loaddefiedion defeon criteria. Ina Apia must oe rrr inwd by anyone Minvrrur.Er:i betr,n9 length is 1.1/2". who.000 rely on the cutout as ev:M.loni.e Clt Sultahrl,ty fur a < parGti,a1appar-anion 'TheOvtrur (\`\41\---) a:1cvrs e be,t',i:,,pen building i. codr-accepted liesgn properties 1 I 1` snit anstysrs m1etnoas tnstaliatior f c(So sc r:: caiiy engineered wood ri ,f rodu :lik cts must be it accorde 1 with Uri;:orient 1..13144;11w)Guide V7 and the dpp1i...e.4 a buildinu(:aces C) To obtar Cr,In:rnlinbcn Guide or If Ku have any cuosiiens,please tall \ rgOO:232-0'd8 t'��tore bsginnrnq \ or; v? ,r(•t In!+airtoi hitt plulary. N6.res.pli:rsr: ern \ q3.1:11717-4191•1 ‘ V \ . . .r ,%-,, 1' BOISE CASCADE - BC CALCTM 2000 DESIGN REPORT - US Monday,October 16,2000 15:: Triple - 1 3/4" x 11 7/8" V-L SP 2900 Name: Untitled Job Name Customer - File Address Specifier - Designer - Ben Hull City,State,Zip - Company: - United Builders Supply Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - Member Diagram li (j—) i\AASTE{ 1E-Cs -C3°411\/ 1 I I I ! I St✓alnd.... Load-40 PSF 110 PSF Tribubll y 11-06-Q0 I I 1 I I 3814 lbs LL 3814 lbs LL 1099 lbs DL Total Horizontal Length- 16-07-00 1099 lbs DL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 16-07-00 40 PSF 10 PSF 11-06-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 20369 ft-lbs 68.2% @ 100% 2 1 -Internal End Shear 4327 lbs 35.9% @ 100% 2 1 -Left Slope 0/12 Total Deflection L/289(0.688") 83.0% 2 1 Tributary 11-06-00 Live Deflection 11372(0.534") 96.6% 2 1 Repetitive n/a Max. Defl. 0.688"(Limit: 1") 68.8% 2 1 Construction Type n/a Span/Depth 16.8 1 Live Load 40 PSF Dead Load 10 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U240)Total load deflection criteria. Duration 100 Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Disclosure Minimum ;n�b9aring length is 1-1/2". The completeness and accuracy of %�rl/the input must be verified by anyone \" (...0 V.% A who would rely on the output as evidence of suitability for a particular application. The output above is 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.For glulam inquiries,please call(800)237-4013. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCT" 2000a DESIGN REPORT -US Wednesday,November01,200010:27 S File Double - 1 3/4" x 9 1/2" V-L SP 2900 Name: Untitled Job Name - FRAUSINI Customer - Address - Specifier - Designer - MATTHEW DEVORE City,State,Zip - Company: - UNITED BUILDERS SUPPLY Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - Member Diagram BEAM A pY)f T l. .. I r I r r - I Standard Load-40 PSF 110 PSF Tributary 12-00-00 1 i 1 1 2569 lbs LL 7621 lbs LL 8339 lbs LL 8938 lbs LL 3357 lbs LL 579 lbs DL 06-06-00 2134 lbs DL 08-09-0) 2111 lbs DL 08-09-00 2514 lbs DL 09-00-00 890 lbs DL Total Horizontal Length-33-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 33-00-00 40 PSF 10 PSF 12-00-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 33-00-00 30 PSF 10 PSF 12-00-00 100 Number of Spans - 4 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 9810 ft-lbs 75.1% @ 100% 8 4-Left Slope 0/12 End Shear 3385 lbs 52.7% @ 100% 5 4-Right Tributary 12-00-00 Cont.Shear 5130 lbs 79.8% @ 100% 8 4-Left Repetitive n/a Uplift -39 lbs 5 1 -Left Construction Type n/a Total Deflection L/492(0.219") 97.5% 5 4 Live Deflection U594(0.182') 80.8% 5 4 Live Load 40 PSF Total Neg.Defl. -0.091" 18.2% 5 3 Dead Load 10 PSF Max.Defl. 0.219"(Limit:1") 21.9% 5 4 Part Load 0 PSF Span/Depth 11.4 4 Duration 100 CAUTIONS: Disclosure Uplift of-39 lbs found at span 1 -Left. 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(U480)Total load deflection criteria. application. The output above is Design meets Code minimum(U480)Live load deflection criteria. based upon building code-accepted Design meets arbitrary(1")Maximum load deflection criteria. design properties and analysis Minimum End bearing length is 1-1/2". methods. Installation of Boise Minimum Intermediate bearing length is 3-7/8". 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.For glulam inquiries,please call(800)237-4013. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCT"" 2000a DESIGN REPORT -US Wednesday,November01,2000 10:30 Triple - 1 3/4" x 9 1/2" V-L SP 29001(4D Name: Untitled Job Name - FRAUSINI Customer - File Address Specifier - Designer MATTHEW DEVORE City,State,Zip - Company: - UNITED BUILDERS SUPPLY Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - Member Diagram BEAM cownvc,kir _ I1 1 _ I I Standard Load-40 PSF 110 PSF' Tributary14-06-00 r • [ 1 1 4122 lbs LL 10979 lbs LL 8369 lbs LL 2402 lbs LL 1128 lbs DL 09-05-00 3254 lbs DL 08-09-00 2051 lbs DL 04-00-00 306 lbs DL Total Horizontal Length-22-02-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 22-02-00 40 PSF 10 PSF 14-06-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 22-02-00 30 PSF 10 PSF 14-06-00 100 Number of Spans - 3 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 12565 ft-lbs 64.2% @ 100% 6 2-Left Slope 0/12 End Shear 4205 lbs 43.6% @ 100% 4 1 -Left Tributary 14-06-00 Cont.Shear 6500 lbs 67.4% @ 100% 6 1 -Right Repetitive n/a Uplift -1073 lbs 5 3-Right Construction Type n/a Total Deflection L/573(0.197") 83.7% 4 1 Live Deflection 0701 (0.161") 68.4% 4 1 Live Load 40 PSF Total Neg.Deft -0.05" 9.9% 4 2 Dead Load 10 PSF Max.Defl. 0.197"(Limit: 1") 19.7% 4 1 Part Load 0 PSF Span/Depth 11.9 1 Duration 100 CAUTIONS: Disclosure Uplift of-1073 lbs found at span 3-Right. 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(0480)Total load deflection criteria. application. The output above is Design meets Code minimum(0480)Live load deflection criteria. based upon building code-accepted Design meets arbitrary(1")Maximum load deflection criteria. design properties and analysis Minimum End bearing length is 1-1/Z". methods. Installation of Boise Cascade engineered wood products Minimum Intermediate bearing length is 3-1/4". 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.For glulam inquiries,please call(800)237-4013. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE -BC CALCT"t 2000a DESIGN REPORT - US Wednesday,November 01,2000 10:32 (IDFile Double - 1 3/4" x 9 1/2" V-L SP 2900 Name: Untitled Job Name - FRAUSINI Customer - Address - Specifier - Designer - MATTHEW DEVORE City,State,Zip - Company: - UNITED BUILDERS SUPPLY Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - Member Diagram BEAM C * + + + * + 1 + + * t I1 1 1 Standard Load-40 PSF 110 PSF Tributary 14-06-00 A 2030 lbs LL 2030 lbs LL 599 lbs DL 599 lbs DL Total Horizontal Length-04-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 04-00-00 40 PSF 10 PSF 14-06-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 04-00-00 30 PSF 10 PSF 14-06-00 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 2629 ft-lbs 20.1% @ 100% 2 1 -Internal Slope 0/12 End Shear 1588 lbs 24.7% @ 100% 2 1 -Left Tributary 14-06-00 Total Deflection L13171 (0.015") 15.1% 2 1 Repetitive n/a Live Deflection L/4106(0.012") 11.7% 2 1 Construction Type n/a Max.Defl. 0.015"(Limit: 1") 1.5% 2 1 Span/Depth 5.1 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U480)Total load deflection criteria. Design meets Code minimum(U480)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum End bearing length is 1-12". the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is 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.For glulam inquiries,please call(800)237-4013. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE -BC CALCTm 2000a DESIGN REPORT - US Wednesday,November01,200010:34 * File Triple - 1 3/4" x 9 1/2" V-L SP 2900 Name: Untitled Job Name - FRAUSINI Customer - Address - Specifier - Designer - MATTHEW DEVORE City,State,Zip - Company: - UNITED BUILDERS SUPPLY Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - Member Diagram BEAM D 1 1 Standard Load-40 PSF 1 10 PSF Tribubary14-06-00 1 1 4224 lbs LL 11112 lbs LL 10178 lbs LL 10806 lbs LL 4063 lbs LL 1137 lbs DL 09-05-00 3194 lbs DL 08-09-00 2403 lbs DL 08- -00 3108 lbs DL 09-00-00 1078 lbs DL 1 Total Horizontal Length-35-11-00 l General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 35-11-00 40 PSF 10 PSF 14-06-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 35-11-00 30 PSF 10 PSF 14-06-00 100 Number of Spans - 4 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 12670 ft-lbs 64.7% @ 100% 6 2-Left Slope 0/12 End Shear 4317 lbs 44.8% @ 100% 4 1 -Left Tributary 14-06-00 Cont.Shear 6512 lbs 67.5% @ 100% 6 1 -Right Repetitive n/a Total Deflection U538(0.21") 89.2% 4 1 Construction Type n/a Live Deflection U653(0.173") 73.5% 4 1 Total Neg.Defl. -0.08" 16.1% 4 2 Live Load 40 PSF Max.Defl. 0.21"(Limit: 1") 21.0% 4 1 Dead Load 10 PSF Span/Depth 11.9 1 Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(L/480)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(L/480)Live load deflection criteria. the input must be verged by anyone Design meets arbitrary(1")Maximum load deflection criteria. who would rely on the output as Minimum End bearing length is 1-1/2". evidence of suitability for a particular Minimum Intermediate bearing length is 3-1/4". application. The output above is 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.For glulam inquiries,please call(800)237-4013. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2000a DESIGN REPORT -US Wednesday,November 01,200010:37 4) File Double - 1 3/4" x 9 1/2" V-L SP 2900 Name: Untitled Job Name - FRAUSINI Customer - Address - Specifier - Designer - MATTHEW DEVORE City,State,Zip - Company: - UNITED BUILDERS SUPPLY Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - Member Diagram BEAM E I I '1 • I StandardLoad-40 PSF 1.10 PSF Tributa• ry 11-00-00 , I , , r . i * • 2954 lbs LL 8544 lbs LL 3026 lbs LL 745 lbs DL 08-09-00 2545 lbs DL 09.00-00 781 lbs DL 1 Total Horizontal Length-17-09-CO General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 17-09-00 40 PSF 10 PSF 11-00-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 17-09-00 30 PSF 10 PSF 11-00-00 100 Number of Spans - 2 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 9845 ft-lbs 75.4% @ 100% 2 2-Left Slope 0/12 End Shear 3016 lbs 46.9% @ 100% 5 2-Right Tributary 11-00-00 Cont.Shear 4800 lbs 74.7% @ 100% 2 2-Left Repetitive n/a Total Deflection L/575(0.188) 83.4% 5 2 Construction Type n/a Live Deflection L/681 (0.158") 70.4% 5 2 Total Neg.Defl. -0.049" 9.8% 5 1 Live Load 40 PSF Max.Defl. 0.188"(Limit: 1") 18.8% 5 2 Dead Load 10 PSF Span/Depth 11.4 2 Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(L/480)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(11480)Live load deflection criteria. the input must be verified by anyone Design meets arbitrary(1")Maximum load deflection criteria. who would rely on the output as Minimum End bearing length is 1-1/2". evidence of suitability for a particular Minimum Intermediate bearing length is 3-3/4". application. The output above is 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.For glulam inquiries,please call(800)237-4013. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. 1/3/ ©�vOW.7 0NGil pa-a h P-Tbriv oz) ore_ s1-Fc, g..0 F Doffs NOT M.oTc-H PLoNS EN GSI Joaere _)r16e i>r✓1 ' Pc72- SD?t3L 17---B Qv i SZtar• 4r { t.' SMITH ENGINEERING STRUCTURAL-CIVIL-INSPECTION 128 JUPITER POINT ROAD GROTON,CONNECTICUT 06340 (860)446- 1636 June 26, 2001 Town of Montville Town Hall Uncasville, CT 06382 Attn: Mr. Vern Vesey Building Official Subject: Residential Building 51 Pires Drive Montville, CT 06353 Gentlemen: At Mr. Alan Frausini's request I submitted a letter report on the design and analysis of an overhead steel beam in the garage area of the subject building. I feel that it is not necessary to apply a protective coating over the surface of this noncombustible steel beam. If you have any questions please contact me. • Respectt ��s S• s'._ .404140,10ff zAv;‘,0 ti � Robert%P,,Tmitit' . ;e G l'S�EeST Ea`F'�.••�ri4• SMITH ENGINEERING STRUCTURAL-CIVIL-INSPECTION 128 JUPITER POINT ROAD GROTON,CONNECTICUT 06340 (860)446- 1636 October 11, 2000 Town of Montville Town Hall Uncasville, CT 06382 Attn: Mr. Vern Vesey Building Official Subject: Proposed Residential Building 51 Pires Drive Montville, CT 06353 Gentlemen: At Mr. Alan Frausini's request I have structurally analyzed the use of a 5"x10" "I-beam" in the .garage structure of the subject building as shown on attached sketch. The beam selection to be used has the proper structural capacity and will work fine in this installation. If you have any questions please contact me. Respectfu 1041W4111''� O ose C Smit'. tO010c CSN , '' eo `E o/;° '--k-s,s1 No. 8752 ! ,� Q9`0s>2of C1S EO\/49 �, a4 * ;0NAENG ,,, 04/05/01 08:30 FAX 838 4751 KOTT LUMBER VP 001 ASI h� -rrLt.5: NASCOR JOIST REPAIR DETAJL 51 Pires Drive 15ft. NJ 10's @ 16"o/c 40 psf Live Load, 10 psf Dead Load. 12 joists have a 1 -7/8" - 2" round hole 7" from bearing No additional reinforcement is required. IT IS THE RESPONSIBILITY OF OTHERS TO CONFIRM THE DETAILS OF THIS DRAWING, AND THAT CONSTRUCTION IS IN CONFORMANCE WITH THIS DETAIL. IF THE DETAILS OF THIS DRAWING ARE NOT, OR CANNOT BE FOLLOWED ACCURATELY, PLEASE CALL FOR ADDITIONAL OR OTHER REQUIREMENTS. AR �� Box 11401 Stn. H Scale: N.T.S. SCOR y K2H Nepean, Ontario DRWG. NO. 7V1 Date: April 4, 2001 Ph: 613-838-2822 Frasini NASCOR SYSTEMS Fax: 613-838-4751 Drawn By: J.P.U. ° ��- r°� cZnDrnca'W., �Zd NJ12 NJ10 T2JvoasO `I NJ10 �. 3 ; , m-No32orm , • Ln 1 1 N Q O n:O h 9� . . N3 Z32 ', - 3--. v - 37 y vO Qr mn 'A.2, F,3 _ 0 (l 4 4. oy9n0O o(4), t31 OO0 j0 my = OO CD ^ v ,3? 00 N r v, N r n- a° a9 - ... 2 K, Lsr r z- r - 0 T ° D. 2 QQ s 3 0, f $° n J fy 3D3 T7 2m.<,y ° cA Q 0 -1 r r r f r 3 - ', 3 D: r r r Tf (n a3- ynom, :� ..' J 0- O J N y.• 307 pi.^ � \ _N w0 q L = N - - N _ ' N r. �-.r ,ay (1 6 O - N , hi_ O ' O Q O — O N m CL n1m ' N CJ Q :la J CO ClCsy . _ CD a, ;.- og r IND — m a� m 'D m CM : n n o p c : -J 9 5 a.. _ — ___ - _ __, _ j IN O Oo s IA 1I J n - '`.1 C31 n _ N n` N V- ?9 . '- w - co v a rj UM oN " - D N119 _ __9 ♦A T J Crl C51 C9 " s= J CO +p. ,9 V , � N N = z N ( N co OO � O .13 J -? 9 01 \ (p7 \ 3 9N v = n = = n n = n i /_ n oaii N ti Cr 3 Nom M MMII (51 N c �, 23 0 0 0 �_ Cr v O ,z c) N c i 0 JUL-28-00 12 :56 PM A REAL LUMBER YARD 8608850374 P. 01 ii OTT LUMBER jnu: ' a;id1. _ ; _ _ DETA►ILS `„ Span NJ10'_ ...,-. NJ12 _ (11) ! Live ' Live Total Live ^Live ,Total I load LoadLoad Load Load ,,,.Load 11350 0480 1./24p -` L/360 L/480 L/240 I S �.. -�---j 307 - 30 8 _ �. 2:32 _ _.. _� 232 _10 113 1'85 , _—_._ 117 — 112 ' 84 '-----.::125•')i• _ 14.7 _156 1 14 - 71 _... $4 9i 1 I___10 43 36 = 72 85 5,1 _89 51...' ", 60 45 70 _ 26_. 25 ' 19 •37 -44 33 _ 57 . 222 19 14 ____ -.....,..,-2.5. 33 25� 47 J Nutws: Values shown art, in pounds per lineal foot(PLF) Valuer; in the tabu represent tlic load carrying capacity of a single NASCOR Joist(repetitive member increase has not been apctied). Values in the table assume no composite action provided by subfloor. Spans are b;ts:cxd on simple span conditions only. Span lengths are based on clear span, taken from Inside of support to inside of support. Values are applicable fora minimum beating length of 1.5". When live toad is not V IOW',total load value given governs. `,r Select live load deflection limit (L/360 or L/480)appropriate for the design. Example: Nascor N.110 Span .. 12'- 0" Spacing = 19.e ./c Live Load f h flrc;•h,)n Limit I J;if;U - wi.... .*•~..ali .......m....**..___._� FAX Floor Laadtnrl• PHONE 864 885 03'74 860-889-1393 Live Loa.1 -- 40 PSI Dead to:int 10 PSF -" The Calculated Load per lineal foot(PLF): Norwich LL -40 t 09.2/12) - 64 PLF 4 DI,. -- 10 x(19 2/12) 10 PLF Lumber company IL = ti0 PLF QUALITY BUILDING PRO UCTS From t labia Sele. N�i'10 KARL.KNERR T. 12.�Li Bt7tJ.CT 381 Asst,Manager LL = 84PLF ). r31pts o 7L = 1211 PLF 'OPLL- Cit 'IM...._ _ JANASCOR' Uniform Load Table 2:20PM I-FZUM L Y NIV MKUUUI:1 J W. / I )I LS eJ r - r ft t Yr :. 2111 SINCE 1922 . vacuum formed ceramic fiber products Vac Cast Products Lynn Vac Cast Products are made up of Kaowool Ceramic '�" Fibers and a suitable binder system. Note: NO ASBESTOS is used in any of our products. Kaowool fibers have a 3200° ` '$y,' • F (1760°C) melting point. Individual product use limits F ,�t` range from 2000°to 3000°F(1093°-1760°C). • INSULATING BOARDS Insulating Boards I Lynn Insulating Boards are vac-cast to a predetermined thickness and dried. They are formed from a combination of Kaowool ceramic fibers and a suitable binder system. Lynn Insulating boards are as light as many insulating materials yet very durable and much stronger. They are self-supporting, eliminating the need for heavy, dense refractories or additional reinforcement.Their ease of handling and the fact that they can be machined into an infinite number of shapes, make Lynn Insulating Boards highly economical and versatile. • ki t s• Special Shapes Lynn vacuum formed high temperature insulating shapes ,..." are engineered products and each is manufactured to predetermined specifications. These products can be fabricated in any configuration that is possible to mold, • '.\ ,- 1-' ril tthus allowing dosign flexibility. All contours of the piece will have the same thickness of \ 0-, ceramic fiber. '• Some typical applications are: combustion chambers, / gaskets,hobby kilns, peep hole plugs,flue liners, burner IF s, , s , I 4 (111 0 diffusionblockfurnaceelectric parrangets, gaselement turbineplatesinsurilationer ,sleevesheat treating furnaces,catalytic heating pads,vacuum furnace heat shields. I c=.!AL SHAPES LYNN PRODUCTS COMPANY 400 BOSTON ST.. LYNN. MASSACHUSETTS xo el/ i ceramic fiber products I "'sONS 2::-5--/ //'Z.-S Imo'►/.lit -' -.::::..2:•,:t. ... /�'7c-- /77,Ci`T > /4-, 2600° 3000° BOARD BOARD �/iiTTCP-- �iif7 , — „' :... A7wwv,,,17/c.,,z, KLA Ll - 49% 47% . f 6-8% OTHER �' Y ... -. YES . SPECIFICATIONS � -YES'- - blue pink AVAILABLE 13-15 : ': .11-'f 3 _ ._ .� : - ON REQUEST . _ }._ . _ 3300°F 3400°F _ M --•-• _2600°F.: 3000"F " 2600°F 2800°F . ./0. 164.1'2.*:':'..--: '. '2"^ta#7%2* 4 , 2600° Fiber e. . . . a. .,. .. ._ .n 3000° Fiber c 6 1- m •. 230C' Fiber 0 to ,I 1 I Y 400 600 :•01000 1200 1400 1600 1800 2000 2200 2Z00 2600 MEAN TEMPERATURE - F Yid PI PRODUCTS COMPANY Versa-Lam Beam Details 33 Bearing at exterior wall • Bearing for door or window header Beam to beam connector II • Strap per code if top /Moisture plate is not continuous barrier , \ over header. 41/44111° 40004 '''4‘•„410.. 0 Nit • IIS ,,, , N \____ VERSA-LAM Clip angle Trimmers LVL hanger Bearing at column DO NOT bevel cut VERSA-LAM beyond Beam framing into wall. Beam to masonry(or concrete)wall inside face of wall without approval from Boise Cascade Engineering. Wood top plate must be 1E1 Tie strap. ' flush with inside of wall Versa-Lam ` �' ,'I Hanger l column '! 011.11 IIi� fMI r Note:Drilling \�/I'► �., i. Note:Use same permitted for bolt values as for standard Douglas Fir-Larch. connections. Moisture barrier Multiple Member Connections Side Loaded Connections Maximum Uniform Side Load(plf) Nailed 1/2"Through Bolt(b) _ 5/s"Through Bolt(b) Number of 2 rows 16d 3 rows 16d 2 rows 2 rows 2 rows 2 rows 2 rows 2 rows Members Common$ commons @ 24'o.c. @ 12'o.c. ©6'o.c. @ 24'o.c. @ 12'o.c. @ 6'o.c. @12'o.c. @ 12'o.c. staggered staggered staggered staggered staggered staggered 13/4"Versa-Lam 2 520 _ 780 500 1000 2000 560 1120 2240 3(a) 390 585 375 750 1500 420 840 1680 4(c) use bolt schedule 330 670 1330 370 740 1490 31/2"Versa-Lam 2(c) I use bolt schedule 860 1720 N/A 1120 2240 N/A (a) The nail schedules shown apply tc both sides of a three-member beam. (b) Design values apply to common bats that conform to ANSI/ASME standard B18.21-1981.A washer not less than a standard cu- washer shall be between the wood and the bolt head and between the wood and the nut.The distance from the edge of the beam to the bolt her must be at least 2"for 1/2"bolts and 21/2"for 5/e'bo-s.Bolt holes shall be the same diameter as the bolt. (c) 7"wide beams must be top-loader or loaded from both sides. (d) Beams wider than 7" must be descried by the engineer of record. (e) All values in these tables may be rcreased by 15%for snow-load roofs and by 25%for non-snow-load roofs where the buildinc cJde allows. (f) MINIMUM MULTIPLE MEMBER CONNECTIONS for top-loaded beams and beams with side loads with less than those shown: (2) 13/4"plies Depth<_-2' 2 rows 16d box or 31/2"x 0.131"nails @ 12"o.c. 400 plf maximum uniform I,-ac rrom one side Depth> 3 rows 16d box or 31/2"x 0.131" nails @ 12"o.c. 600 plf maximum uniform Iric rrom one side (3) 13/4" plies Depth<_-_' 2 rows 16d box or 31/2" x 0.131"nails @ 12"o.c. 300 plf maximum uniform i,-,ac rrom one side Depth> -_' 3 rows 16d box or 31/2"x 0.131"nails @ 12"o.c. 450 plf maximum uniform vac from one side (4) 13/4"plies All Dep--s 2 rows 1/2"bolts @ 24"o.c. staggered 335 plf maximum uniformryr_ rrom one side (2)31/2"plies All Deo-o 2 rows 1/2"bolts @ 24"o.c. staggered 860 plf maximum uniform Iry_c rrom one side (g) Use allowable load tables or BC C_c software to size beams. b 8 w9 J - Z A x Qa •P LL A 1-7 ro x N J Ygi ( _ ti J N fil v oL W E klri \ IA \ ; - 0/ a Ict„ al 044 Pe s o iv > - • ui ti- I-1 \\IIIIIIII \Th . 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