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Home My WebLink AboutSFR 2002 Town of'Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville, Cr 06382 860-848-3030, Ext. 82 Building Permit Permit Number: 62002-657 Permit Date: 29-Oct-02 Permit Code R2 Sob Location: 31 ANDERSEN LANE UNIT: MAP/LOT: 037/002-051 Job Description: Single Family Residence Owner Contractor Salvatore Mazzarella Salvatore Mazzarella 238 Browning Road 238 Browning Road Unit: Norwich, Ct. 06360 Norwich, CT 06360. Telephone: 887-6101 Lic/Reg Type: NHC Use Group R4 Lic/Reg Number: 1413 Code 1995 CABO Exp Date: 9/30/03 Construction Type 5B Construction Values Permit Fees Building Value: $185,839.00 Building Fee: $1,114.00 Plumbing Value: $11,453.00 Plumbing Fee: $70.00 Mechanical Value: $10,700.00 Mechanical Fee: $64.00 Electrical Value: $12,751.00 Electrical Fee: $76.00 Other Value: $0.00 Other Fee: $0.00 Total Value: $220,743.00 C/O Fee: $10.00 Comments: Plan Review Fee: $111.40 State Ed Fee: $35.32 Total Fees: $1,480.72 I i h owners r pon ibili to schedule the following required ins ion (minimum 48 hours notice requested): W Footing - Prior to pouring concrete 0 Rough HVAC Q Backfill - Footing drains and waterproofing ❑ Fireplace Throat ❑Q Concrete Slab - Prior to pouring W/ Fireplace Final Rough Framing ❑ Chimney - One flue above thimble ❑Q Rough Electrical Firestopping/draftstopping Electrical Service Q Insulation W/ Rough Plumbing and Leak Test ❑ Final Inspection W Gas Piping and Pressure Test d Occupancy - Prior to use or occupancy Building Official's Signature: Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 82 Fax. 860-848-7231 October 22, 2002 Salvatore Mazzarella 238 Browning Road Norwich, CT 06360 RE: 31 Andersen Lane 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 reasons): 1. Fee due $1,480.72 We will keep all documents received to date on file and renew your application when you have furnished all the required data. Thank seph I Summers Asst. Building Official Cc: File Town of Montville Building Department Permit # 310 Norwich-New London Tpke. Tel. 848-3030, Ext 82 Uncasville, CT 06382 Fax. 848-7231 One & Two Family Building Permit Application Form L'KNew Construction ❑ Addition ❑ Alteration ❑ Accessory Structure ❑OtFier Job Location 131 ~S (n %b(t~G +~'C O 1~ C..d iySi ~e~~O lU Job Description/Materials Owner Mailing Address -2- 3p 131-® drl3~t ~~e /~'J States _ Zip 06 X d Tel 90 l ~~7 l City t~ [ C H Contractor r ( ~.-(.L4- lo /UZ- Mailing Address A MID f/C City State Zip Tel Contractor's License/Registration Type & Number 7 7/q/i 3 Exp. Date /AU fed W6 4j me-acnox! 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. Owner /Agent Signature Date lC~ l ~l l C, Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ n Town of-"40ntville Buildig Departn' At Receipt No. fi` y Date _ From: Ail Job Address: c. Cash ~Chcck Check # R.~rlr Pen-tilt E~ , ` Permit Fee Calculation Spreadsheet RESIDENTIAL PERMIT CALCULATION (2 STORY) House Construction A- (E=Economy, A=Average, C=Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL $ 18'1218.35 Living Area 2597 SF $ - $ 70 .5" $ Finished Basement SF $ - 5 13.10 S - S Unfinished Basement 1263 SF $ - $ 4.80 Plumbing Full Bath 2 EA $ - $ 3 53 .00 S - 3.531.00; Half Bath 1 EA $ w $ 2,24T00 5 - 2,247.C„ Garages Attached, 1 car EA $ r, 8:0v`=.-'0 $ - - 13.67,.00 C _ $ 13 Fyc Attached, 2 car t" EA $ Attached, 3 car EA ? w 13,938.00 $ a Detached, i car EA S - i v r Detached, 2 car EA $ $ 15,os_9-00 $ - $ Detached, 3 car EA $ $ 21,072.00 $ - $ Under, 1 car' EA S - $ 1,226 00 Under, 2 car EA $ $ 1.67 3.0 w Fireplace & Chimney Prefab 1 EA $ - $ 3 !3v4. 0 $ 3,480. Masonry, exterior EA $ 3; 5.00 Masonry, interior EA a - 31330.00 W` - W12 fireplaces EA S 2.:20.00 - $ Dormers 22 r Gable SF 5 - Shed SF $ - $ 15.00 - u Breezeway/Decks Open 16W SF $ - :S 1:3.^6.5 $ - S 2,2,,3. 0 Enclosed SF $ $ 82.30 $ S Porches Open 8-5.S SF S - 28-95 Enclosed SF $ 11-55 Heating Adjustment SF $ Air Conditioning 2&97 SF $ $ 1.4 Electrical 22-597 SF $ $ 4.911 S a Z 7 v ; .27) Plumbing 259' SF $ $ 4.41i $ (11,4-52:7 TOTAL BUILDING CONSTRUCTION COST, LESS MEP 126,san•36 Y, Is air conditionin included /N)? $ 3,766 PERMIT FEE Building $ 185,839 $ 1,114.00 Y Plumbing $ 11,453 $ 70.00 Y Mechanical $ 10,700 $ 64.00 Y Electrical $ 12.751 $ 76.00 Other $ - CO Fee $ 10.00 Plan Review $ 111.40 State Ed Fee $ 220,743 $ 35.32 Total Fees $ 1,480.72 Based on 2000 RS Means Square Foot Costs 10/22/02 a NEW HOME CONSTRUCTION CONTRACTOR j SALVATORE MAZZARELLA 238 BROWNING ROAD I NORWICH, CT 06360 DBA: MAZZARELLA CONSTRUCTION LIC. / EG O. Et EECTIVE 1413 10/0112001 0' 2003 9/3/2003 SIGNED a STATE OF CONNECTICUT WORKERS' COMPENSATION CMWSSION Building Permit Afgdavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31 286b) Property located at 1 In the town ofA A- I 7--t/) I Name of building permit applicant: \•4 //1,4~~ fpm ,~4-0,zw Please check one: I - I am the owner of the above property. 2. I am the sole proprietor of a business_ -2A. Name. of business V1 2B. Federal Employer Identification -dumber (FE1Nj Pursuant to § 3I-286b "a property owner or sole contractor or principal en 1 ez" proprietor [who] intends to ad as a general P OY may provide either a cc tific ate of insurance or a "sworn notarized affidavit... stating th workers' compeasatioa at he will require Proof of workers= compeuatioa insurance for all those employed on the job site in accordance with this chapter.- Please check one: 1. I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant 2- I intend to act as a general contractor or principal employer. Applicant must either provide a ccrtifcate of workers' below compensation insurance or sign the affidavit . 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 pro" 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 filing a waiver with the appropriate District Office; and that a sole proprietor of a business is not required to have overage unless he files his intent to accept coverage. c MELINDA L. ROBERTS Signature of appr NOTARY PUBLIC MY COMMISSION EXPIRES OCT. 31, 2007 Subscribed and sworn to before me this ~~aY of 200-)- C-- (Notary Public/ Commissioner of the SuDerior Courtl Town of Montville 3 Building Department 848-3030, Ext 82 ONE & TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET 6 -2 Property Address Job Description: PCs-( 4 P v-r7 & 6ik4 " CO- A)s 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 3 \ of Applicable Se he System Date Approved¢ f ' ~l ` O ❑ Permit ~ ❑ Not Applicable 1vate e Date WPCA DEPARTME 848-3030, Ext. 881 Approved p d ❑ Permit ❑ Not Applicable Municipal Sewer Date cA) -c- 3s-6 0 ' House Trap ❑ Outside ❑ Inside Approved ❑ Permit # Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved ❑ Permit Not Applicable atD e~- PA U, PLANNING & ZONING DEPARTMENT 848-3030. Ext. 81 In-Compliance g- Permit ❑ Not Applicable Zoning Date In-Compliance ❑ Permit ❑ Not Applicable Inland-Wetlands Date Revised 6,,28/2002 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'. 40 FEET 0 20 40 LEGEND EXISTING PROPOSED PROPERTY/STREET LINE SCALE: 1"=40' STONE WALL BUILDING SETBACK LINE p--- S S SANITARY SEWER, MANHOLE El--- D STORM SEWER, CATCH BASIN `J`J`J~, JlJ TREE LINE ~o ti 290 29 CONTOUR 1 SF SILT FENCE FD FOOTING DRAIN tiq O WELL o~3J Z O .P CO cr 24' x 24' FUTURE co SHED OR POOL AREA r^ CB 71 N LOT 52 FES T.F. = 475.35 N p`b0' INV. = 473.5 INV. = 468.67 LOT 53 o N t~~ 0 0 3- N 38'54'28" -W 177.08' (TOTAL... - 112.50' Lo N48'07'02 W - 92.81 ci 4j6" 30' 84.27' 15' DPI L4 o ' 22 s' 51.9' Lv . I 00 04 Oct 09 02 03:51p UBS Niantic 7395105 p.4 1 ~ HE' Ec ck COMPLIANCE REPORT x.95 ':.E•0 ~Q c941 ri_crgy Code i ~Yerzn: MrC':hc:+~k S oftrrare Version 2.01 Release 4 { ::ouN "i : Water fond Age: 5959 .'ON; TrFZjMON T'X PE: Si gl:_ Fazr:l.ly -ATE. -9-2&0 PASSES ic+:•c uirvd ti.",. = 4356 Yr,ur Home 37'? '13.9' better Than Code Area or Cavity Co'nt, 2e: imet. r R-Value R-`Jwlue II `ti-.= 1 e t1A 1486 30. 0.01 52 Trtooc rrame, 16", O.._. 2240 i9,0 242 0.330 30 GLr?.ZZA'+o: Windows or lla.?rs tii1±%i1vG: ['7v?:d:,WS or T'oois 7 0.300 3 63 i1.xOQ U WOW FLO. RR Over Uncondit2..cnea Space 1282 1110 010 92 ,J E Bailer, e ~~.0 x}:i: COIIMTLIAN E STA:iEMPN'i - The prcposeci a: t1 { aE-ic},: de cz bed heLe <.onsi.ste nt with the ;.-uil~. ing panS, Se 1.C .1~..~..:5:?I;S~ an'. Ucr Su'craitt'e-d with the permit application. proposed bi' kiln" has tear- designed to me _--t. the requirerzents r-). 71-ie 1395 C4130 Model Energy Cease. 1,wt: e Oct, 09 02 03:50p UBS Niantic ?395105 F•3 cr~uc icr • ~>1 WUUJ W K J l UKL5 INC. 207 2E2 2423 P. [31!03 -,T-ss ,ypV......---•-e _ ----rr,~y.. jp8 I s 7`6 ~7 f 1 ! Y£ 5683 18at SG1550it5 , i 4 5'Rf/vTOFi.S~ ~f4tffiS TJ~P`'Sur, fnTnc- ~ZOI s ov t ~h a n'c.' Fib siQ~4 46 TTi~otiZ P~pf 1~ ' 5.6.3 25-it•1Y 31•trrai ~a-sue II~ i 10-7-19 15.8-G _ 2x•14.6 ---1--_._ __,i,,,__.. i--^-f 1-.^-0 5•x3 5-t-5 5-1.45 5.1.6 for.•.iytlJ r (11! I a/. ~=~I'~JVV x I J tJ.Q+-~ 23•S-t ~ ---•-----8-U-17-~_--_._.-•-_..._..._.748.1 gfi•15 _ _ M.--------- B 4 Y_ b C 15 ~TJ:tr.Ti31d3sar..._.._._ Pe~Pse',.y.LTV Wet lowse s:wr 1113 >r~„~; ah!; aoA;;u+c 40.0 molus lFwNlare 2 11 .16 TC aez ,t a ~L? a.e9 is 1a I M100 TCU 1,10 ! Lurzwerl=easa 1.16 BC 034 Von(TL) 4.7014-18 =529 M320fi67fOfi .0 Rer~ Stress ln~r YES Vw u4 J Narz(?4..`• 0.63 10 nta RDL 1'3.6 BCC.Ald.NSf$5 i 1et LC LL Mr sdeti - 24a 4VdgiV;: 110 iii BC 0 Cos1o r`R i 9tsaatSaad rxY-'S-1 a Cc puriens. i i TOP t'fMJ 2 X A .SpF 21rw 1.8E Topgom ' BOT Ci KPC) 2 X 4 SP 150F 15E $G T 4`IfORG FtlQ1d csilirtQ ~sectiy ai pried os 1C 0 d ac Drochs, J f WEBS 2 x 4 -lPF-S Stud •Ex=ept' l t WC X 4 SYP Hu.7. ! Leff R X4 ~PF-f SWd, Right: 2X4 SPF-S SWC! pSAC1t^us jtlsirej 2s 79851f3•S•8,1~tPL;S/a-S-t3 J t hlta;tNoz3=-235t'~dsasa2) I ~1sxUpiS.i~17f case A),itt -17r{aadeass4) 'Mrs PtAtCES -First Load case Wyp a0 4 5=-443, i 685i9Q 6 7~ 319@, 7 8s NbGG. BSS-14a0,.1•iC 4Q73, T )1? n29 g l H0(11-2=26,2-3-4413 8M CHORD 2-15=4183, 15-ifia3544,14-i `'~~3534, tI-14 s.11d-13s3584,1a72+4188 J 1,VE85 5-14=3x28, 3.16=-315, 5.16=517, S74■813, 7-14''313, 7-12+617. &t2•=: t5 ,9struss hart bow cOwAed Wunba)anwd toad4lg Cm^dhioM T1ria truss has been designed for the vend loads gonanted by $0 mph rJm4a al 23 d about grauod 1av®i, uetlllg $.a put 1oP 0-rd dasd ^ toad and 5.10 NAom chard dead toad, 5 m; from hu*Are o00ai lM on an ol+ whey oetsgary 1. "Zol tlan d enclosed b:xtding, of d:meve,ons 45 ft by 24 h with exposure 5 ASCE 753 Pet BUNAHSig tf end qe oals al<is1. shay am RW agossd to AW, ti I I cartietiers ex+at, th+: f era exrnrea ?c> w?nd. 'i gorcltigs sxt~i, Choy ale no4 s>~ to 4~,tind. 'lee Iasrwor~Ar7t, iner'intse is 1.35, r«^d uro J VW.0 grip increana is 1.3: j 3) At p alas aro Ai;t20 plates un iam oihemAre indicated. ~ 8~ring 3t Joint(s) 2,1Q aoasidars iT;rratel io gran vaiue usklg AkSUTF'E 1-159'3 atgb to Qfaal termu~ 9uildin@ dt~S2?ei st+eWld wanly ~ Capacity of beaftog wiles, I S) P:6de rcrha7 rmE aemomc* n (by 6".hers) oftv5s to bearing plato apablo of v Ahstattding 171 lb Lott at joint 2 and 17-1 b vpiAt ut iiaz19 ~7 Ynw truss isus bwz, ddaigned with AN%rTPi 1-1995 c4W ia. LOAD CAW$) Stondat E i t 1 iIj l Oct 09 02 03:49p UHS Niantic 7395105 p.2 ~l_ I qty-;? ~2 1 1 WOOD STRUCTUIES INC. 207 7-82 2423 P , 02"0 i !Fly $25683 002 !FINK ~12 !1 r rrs> r a-t Ba mmak ~ ray - ---amv Fii aTiov-#tiZLLa a as es , ~asaazraT~ 1 t ~isz00rPaRb r~ t 9-C- tl-C-iS 15-9.0 za-st.--_-- 3t•a•~2 32b-0 t GD e•Ctit~ 7.8 ? T-9 # 60-15 1d0-0 rW rt 1 1 s; fj ~•Y ~ a IV 20-%4 31.6.1"f I 13-"•10 t0.2-tZ /0.r,70 LtkirllG l~sr` 51YAGrt4 2-t?U 1 Cal LIM In G- lldeli - i Pl~afaa 'Aw j 7: LL 10.15 f Piet s {=ease 1.t5 TC 0.95 Yatft L) -01' 1L n499 111120 16AJl:a TGt} ia.0 i 'vlyderlnorease 1.15 { sc 0.41 ver4 tt} .0.4510.12 %+932 O:rt ! tY sSiresstn,r YES ! vw 6.56 Fia¢f'fL) G.Ott B P'a QCt]c. ?C,C j L'ada ctaCAtANS195 ! ibtLCLLhtStYde9F240 wslglt 138 LVMLaR eiCACiNG °IOGF 1.8E GW CHORD Sheathed. T »W507 G CHORD H QR4 2 ORD 2 X X 4 VF. d F o - _ _ TOP CH011C S~~ oe6k4r dlra~ly- epgFad rf 1? 0 0 cxIac+O. BOT Y4015 2 X 4 5FP-S Stud "Except" j M2X45YPa(,.2,ih'32X4SYPNul i . Pls1385f03~ R 6CTIa773 (Wr&e) 2=1985W" Wax Nora 2=,23'01)ad crrue 2) P~ g ~ ! ~ +✓ax Jp&R2=•1'?{toad ca xi 4 , E=-iTl,tasd: eoo 4, t''~tY ! {:ot;ES (ib1-FitdLoadCanaOoty d ifs tTn !A « TOP :N iz2L, Z-3a-2ACa. 3 w 22056, at-5=-2056, 5 20Y9, S-T--20143, 7.9¢-24JS, bak20 I. 1 ; a Tlr IB~YCNOF~ 2-t$.=1gT7,}1.1~x?3d5,1G~11+r1385,9-10=191' 1 ~'ME95 3•ti=•&1'8.5-i?=6ST.5-t0=J137.7.10a-511& Nures . 1j 7R ~ floss. Rae trwsn uttockdd far w bolarxoad toading ocod4tC M, +i Tmv ' ace has Essr. dos4oned ter the hind !Dads ptlo mted by 90 mph Whida el 25 R abova ground ietla!, u0aV S.0 pef lop ehwa dead i trod rnd 5.0 pat hotlam chard dead tosd, 5 mi from Aw ic~o4 ocewlins an a i owupanay cetegaay 1, aarrdaias i enclosed lsuv*1Q' of I I { ding;lions 45 'toy 24 t valtt exposure 6 ASCE 7.93 par 8QCP4ANS196 N and verticals oxiai, "we nol exposed to wind. It oaniuwers tog, they are exposed to ind. tf porches ex et, they ew not exposed to haled. The Writer 4t3L ittCmase Is 1.33, and IN II M. vte P increase ie ::+3 Y ? !spiNt at 3'; P;T s 1z' mcttsnicat air, toction (by Wars) of truss to ~>swhg plate oapabio of Mhstaridf 171 to WR al (odrt 2 and 1 b icasct y ! 4} gals lzK bsen dmeree with ANStrMi VIM mitora. } LOAD CA'SE(31 )'W dt<rd { { { i i 1 i l ~ I ' k F ( ~t k s Oct. 09 02 03:49p UBS Niantic 7354105 P.1 _ it)-J1 WU D STRUCTi.iRES Itr, 207 282 2423 P.O.-%03 ,3 ~a43 GABt.E e i Y Vp~A S flZ TCI QRyS;B1DUEFORD-D . c, ewh3u6, , nc. . a'I-'SiSTs v a Tn 0~' 4 •t.p.Q 16 9~1 15.9-0 ~ rII 16 1 ~De (+T i o4tT ,~;,i `~•~,r Nf~r FOR cun?RVCrieK i ra sr ae y : u ~ I I I tONCNtO , t1•• 1 spacsrs 24-0 Glum TC l 0.U1 plates lnerease 1.15 T C 0.19 Vt t1 Ne nla td620 1691123 € 6C 0.10 VeR(~f' 0.41 !-2 ap0g j j TGDL 1d1.0 lembea'hNxeaels 1 AS DCLtt 0.4 i ftep Stress Intl ve5 ve 0.26 Flart± S 0.04 18 111a 9GB~ 10.0 Code BOCNANS 10 (Matrix? !st L LL hNn V"fl =240 ; waght: 206 ib BNG TOP CHORD 2 Y 4 8YP 11x.2 TO CHORQ Shio wri or C,C ac pudtr t)U GNC~QTi 2 A 4 St P N0.2 DOT CHORD Wo 1.0tf9 appti rd44 t 0-0.0 00 bw V. VWErRS 2 X 4 S P-S Stud l xw{yt• VMS t Row at n t !G-27, 9.2 6, ! 1. $111 2 X 4 ,Z. !'rs NO'!. W c 2)( 4 5YP Ne.2- S'T'S 2 X 4 SYP ttn? SIB 2 X 4 SYP Nc,2, ST9 2 X 4 SYP Nc2 II i ~teac:luus {tasi:v) ~=2tg<3x31-£-4,an=Qt3+-6.O,id=23r77Jt-fiU,2T=3b7131-~2,2B+rt9't13tS0,29=20~i-t3@,31~1~7314.0, 3t=2t;~31.6-G; 32=1<'!+3tS-0; ; ! 33=352t31~ C. 25=?9??31 &8, 24=:7Si31 b•0, 23=1g3+3f~, 23621$f318 0, 21~149J91.6 d7, 30~3t2131•S t? Max Hwz 2=-235pad ease 2) Mlax Upl;R2==71(1oa4 Casa 208=•2+5r".aad Casa 3), 26=-66rroad oa:981, 3244.88 Case 4),30-59(1W rasa 3), 31=415 case 4}, 31= 48(bad case 3}. ,.1_-103(1oad case 3),25 -4S0nad case 2), 24a-~8(bad 4, 3 assa 2). 21kload case 4211-400W 0M 2), 96=-fD2g:d uase 2) + Aa:< cauv2-283itaad ease 11, 16%2F.91teacr ease 1), 27-167(bod eats 17, 28•=206 oad c%ee "1), 20=n@S~ysad ate 1j3et+19.1-U4d oe.41 Sta211cave 1), 52-141'load rase 5).33=352 cad case 5), 25=20 btd case 87.24-•2" potd ease 1),'23=1944oad rasv 7, 2?s2ti(icad case 4), 21-14 1r%W case 6), 0.352r10t,d case i) FOa4ae (art . Pirat Load Case Only i Tr' CH O. i-.=52.23=73:3 4~ ?06, d.5= 83, S-6a 84, S•7=~6. t-6mZ5, 8 ti=4g8.9.10=-83, i£711~8t,11.12m 48.12-f3e25. 13• is=-0l5, 14-15= ES, 16.16=43. t£-17 -108, 17-15 -133,16 79%52 8:71 P iM 233=26.3233 ZV, 3142=26, 30,31=26, 29'30126, 24-29%26, 27.28-26, 26.2?%26, 25.26%26, 24,11", 23.24-26, 22-23+26. It 22x26.23.21 26.16-20=26 VVESS 1Q-2T-°ib1,9.28=-197,6.29=2C+5,8-3t -ts4..4-a1rZ11,M3Zr•t54,333+524.11-'s9~T-361,12.24--:W.14-".38-194 NOT Cr10r,.ryrr:.. r . f 15.22=•2ti 16-21=-154,17-20-- 4 No Mu 1 Tnia truss Ras'reen 0eAad for unt,aianued leading corrdiiions. 2 'Ms truss bee been dens ped for the ev z c toads pesetsted by 80"vrerds at 25 6 0xive FwrW lovel, u*l) 5.0 pal top attow dead kra and S•0 psi boltarn Onord dead Wd, 6 mi from nuMeans naaanihe on an OOOUpanry oatepaty I, eendit M l etrrlaetd building, of f nwas4~nr 45 n try 24 t rtith expoaurt B ASS ?-93 twr 13C CAlAi°iSI S if and uaatitaeta eritt, they tee npt 00644d to wasd. If ~ cantilevers axst, they ere expeted to And. 0 porohev exist, itwy are not expesed to wind. Th+a Iu dwr=, incrsase is 133, ad the ptalb grip Irrcreese is 1,33 v) M. deli s f fm win-j wads In the phne o( Ow trocF only, For studs bxpeeed to viAyd (narllwi b Ihu !era), sac rrlr7ek'Sta r.#ard f Get k En4061Wl" e a8 p5wss we 2x4 Mt 20 unless olterMw indicated. ' Cable tequlte•s vonfinuous "tom Nrd tesr+ng. ifak':u vitals: **Aced at 2 C-0 ne. i 7 7rowde rcnCBarncat cerri,eclon (by otnem) of frbss t3 bearira pials coati* 01wthslandYtp ?71C ryilPt atto nt 2 2+! ~ vppIm ai IOlni fa, $6 t tp ttt al lain" 23, 661b uplift at !Dint. 29.591b pill a1 faint 30.66 b upgll a1 y>i 11 a1, 4 N R ,at k4ttt 12,1139 b tlpfdk al }Oinf 33, 4g i tfr uplift at p+rd 25, 58 b ; ,~tift ai lo~nt 2a, 58 ie; uplift a! ~:+.-t 23, 55 Ib upRR at )Dint 22, !6 t,+ upi~'ll at joSnt 2! acs1102 6 apNN s+t ldnt 2a. i S)11tis1nng has been designed wdh ANSrtlPi 1-19515 crtada. LOAD Cum Standard l t it 1 TAL. P.03 BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Tuesday, October 01, 200216:27 File Double -1 3/4" x 91/2" V-L SP 2900 Name: Untitled Job Name - Customer - Address - Specifier - Designer - ubs City, State, Zip - Company: - ubs Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - A 1 _ Standard Load 40 PSF 1 10 PSF Tributary 16-00-00 J_ i -+T'Tr'', -^-^-R-° c'`4'.47 112 - - r . _ 112 _ 112 ~C3 112 i 1/Z " 3-1 /2 BO 81 B2 B3 B4 B5 B6 Ibs LL 8931 Ibs LL 8500 Ibs LL 8472 Ibs LL 8500 Ibs LL 8931 Ibs LL 3338 Ibs LL Ibs DL06-08-00 2491 Ibs DL 06-08.00 2111 Ibs DL 06-08..00 22381bs DL 06-08-00 2111 Ibs DL 06-08-00 2491 Ibs DL 06,08-00866lbs L Total Horizontal Length - 40-00-00 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 40-00.0 40 PSF 10 PSF 16-00-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 40-00-00 30 PSF 10 PSF 16-00-00 100 Number of Spans -6 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Moment 7324 ft-Ibs 56.1% @ 100% 10 5 - Right Slope 0/12 End Shear 3057 Ibs 47.5% @ 100% 4 1 -Left Tributary 16-00-00 Cont. Shear 4782 lbs 74.4% @ 100% 6 1 - Right Repetitive n/a Total Deflection U898 (0.089") 26.7% 4 1 Construction Type n/a Live Deflection 01075 (0.074") 44.6% 4 1 Total Neg. Deft. -0.04" 8.0% 5 5 Live Load 40 PSF Max. Defl. 0.089" (Limit: 1") 8.9% 4 1 Dead Load 10 PSF Span/Depth 8.4 1 Part Load 0 PSF Duration 100 Bearinq Supports Disclosure Name Type Dim. (L x tN) Value % Allowed Case Material The completeness and accuracy of BO Wall/Plate 3-12" x 3-1/2" 4204 Ibs 80.8% 4 Spruce-Pine-Fir the input must be verified by anyone 131 Post 3-112" x 3-112" 11423 lbs 109.7% 6 Versa-Lam who would rely on the output as B2 Post 3412" x 3412" 10612 lbs 101.9% 7 Versa-Lam evidence of suitability for a particular B3 Post 3412" x 3412" 10710 Ibs 102.9% 8 Versa-Lam application. The output above is B4 Post 3412" x 3412" 10612 Ibs 101.9% 9 Versa-Lam based upon building code-accepted B5 Post 3-112" x 3-1/2" 11423 Ibs 109.7% 10 Versa-Lam design properties and analysis B6 Wall/Plate 3-1/2" x 3-112" 4204 Ibs 80.8% 5 Spruce-Pine-Fir methods. Installation of Boise Cascade engineered wood products CAUTIONS' must t in Installation accordance Guide with and the the Bearing B1 cannot support a load of 11423 tbs. current applicable building codes. To obtain Bearing B2 cannot support a load of 10612 lbs. an Installation Guide or if you have Bearing B3 cannot support a load of 10710 Ibs. any questions, please call Bearing B4 cannot support a load of 10612 Ibs. (800)232-0788 before beginning Bearing B5 cannot support a load of 11423 Ibs. product installation. NOTES: Design meets Code minimum (L240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1') Maximum load deflection criteria. Page 1 of 1 BCIG and Versa-LarnO are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALC rm 2001a DESIGN REPORT - US Tuesday, October 01, 200216:28 File Double -1 3/4" x 9 1/2" V-L SP 2900 Name: Untitled Job Name - Customer - Address - Specifier - Designer - ubs City, State, Zip - Company: - ubs Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - B Standard Load - 40 PSF 110 PSF Tributa 09-00-00 'r r ig I' F? 1111111 11'15RI117'6 ran a -~.•n„~ r * 3-1/Z 61 BO 2040 lbs LL Ibs LL Ibs DL 563 Ibs L Total Horizontal Length - 11-04-00 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 11-04-00 40 PSF 10 PSF 09-00-00 100 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 7375 ft-lbs 56.5% @ 100% 2 1 - Internal End Shear 2239 Ibs 34.8% @ 100% 2 1 -Left Slope 0/12 Total Deflection L/398 (0.34160.2°x6 2 1 Tributary 09-00-00 Live Deflection L/508 (0.267) 94.3% 2 1 Repetitive n/a Max. Defl. 0.341" (Limit: 1") 34.1% 2 1 Construction Type n/a Span/Depth 14.3 Live Load 40 PSF Dead Load 10 PSF Bearing Supports Part Load 0 PSF Name Type Dim. (L x flit) Value % Allowed Case Material Duration 100 BO Wall/Plate 3-1/2" x 3-1/2" 2603 Ibs 50.0% 2 Spruce-Pine-Fir B1 Wall/Plate 3-1/2"x3-1/2" 2603lbs 50.0% 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 (L/240) Total load deflection criteria. evidence of suitability for a particular Design meets User specked (L/480) Live load deflection criteria. application. The output above is Design meets arbitrary (1 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-Lam® are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCT" 2001 a DESIGN REPORT - US Tuesday, October 01, 200216:31 File Double -1 3/4" x 9 1/2" V-L SP 2900 Name: Untitled Job Name - Customer Address - Specifier - Designer - ubs City, State, Zip - Company: - ubs Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - C Standard Load 40 PSF 11.0 PSF Tributary 12400-00 7 W1 12-M BO 131 B2 21 Ibs LL 6000 lbs LL 2100 Ibs LL 48 Ibs DL 10400-00 1617 lbs DL 10-00-00 485lbs L Total Horizontal Length - 20400-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 204)0-00 40 PSF 10 PSF 12-00-00 100 Member Type: - Floor Beam Number of Spans -2 Controls Summary Left Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Right Cantilever - No Moment 7617 ft-lbs 58.3% @ 100% 2 1 - Right End Shear 2103 Ibs 32.7% @ 100% 4 1 -Left Slope 0112 Cont. Shear 3326 lbs 51.7% @ 100% 2 2 - Left Tributary 12-00-00 Total Deflection U683 (0.176") 35.1% 4 1 Repetitive n/a Live Deflection U792 (0.151 60.6% 4 1 Construction Type n/a Total Neg. Defl. -0.048" 9.6%6 4 2 Max. Defl. 0.176" (Limit: 117.6% 4 1 Live Load 40 PSF Span/Depth 12.6 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 Bearing SUDDorts Name Type Dim. (L x {M1Q Value % Allowed Case Material Disclosure BO Wall/Plate 3-10 x 3-12" 2585 lbs 49.7% 4 Spruce-Pine-Fir The completeness and accuracy of B1 Post 3-12" x 3-1/2" 7617 Ibs 73.2% 2 Versa-Lam the input must be verified by anyone B2 Wall/Plate 3-1/2" x 3-1/2" 2585 Ibs 49.7% 5 Spruce-Pine-Fir who would rely on the output as evidence of suitability for a particular application. The output above is NOTES: based upon building code-accepted Design meets Code minimum (Lf240) Total load deflection criteria. design properties and analysis Design meets User specified (0480) Live load deflection criteria. methods. Installation of Boise Design meets arbitrary (1") Maximum load deflection criteria. 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-LamO are registered trademarks of Boise Cascade Corp. • BOISE CASCADE - BC CALC rm 2001a DESIGN REPORT - US Tuesday, October 01, 200216:32 File Double -1 3/4" X 9 1/2" V-L SP 2900 Name: Untitled Job Name - Customer - Address - Specifier - Designer - ubs City, State, Zip - Company: - ubs Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - D 1 Standard Load - 40 PSF 110 PSF Tributa 06-00-00 3-1 61 BO 2880 Ibs LL 2 Ibs LL 99 Ibs DL 997 Ibs L Total Horizontal Length - 08-00-00 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 08-00-00 40 PSF' 10 PSF 06-00-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 08-00-00 40 PSF 15 PSF 12-00-00 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Moment 7755 ft4bs 51.6% @ 115% 3 1 - Internal Slope 0112 End Shear 3110 Ibs 42.1% @ 115% 3 1 -Left Tributary 06-00-00 Total Deflection L/537 (0.179") 44.7% 3 1 Repetitive n/a Live Deflection Lr723 (0.133") 66.3% 3 1 Construction Type n/a Max. Defl. 0.179" (Limit: 1") 17.9% 3 1 Span/Depth 10.1 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Bearing Supports Duration 100 Name Type Dim. (L x W) Value % Allowed Case Material BO Wall/Plate 3-1/2"x3-1/2" 3877lbs 74.5% 3 Spruce-Pine-Fir Disclosure B1 Wali/Plate 3-112" x 3-112" 3877 Ibs 74.5% 3 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 User specked (0480) Live load deflection criteria. based upon building code-accepted Design meets arbitrary (1") Maximum load deflection criteria. 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-Lam® are registered trademarks of Boise Cascade Corp. Y BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Tuesday, October 01, 200216:33 File ID Triple -1 3/4" x 9 1/2" V-L SP 2900 Name: Untitled Job Name - Customer - Address - Specifier - Designer - ubs City, State, Zip - Company: - ubs or-ts Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - E Standard Load - 40 PSF 1 15 PSF Tributary 17400-00 w 101, 777 7 77-11 _777 112 j 3-1/ BO 61 Ibs LL 3853 Ibs LL 15 4lbs DL 1524 Ibs DL Total Horizontal Length -11-04-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 0040-00 11-04-00 40 PSF 15 PSF 17-00-00 115 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 15237 ft-lbs 67.6% @ 115% 2 1 - Internal End Shear 4627 Ibs 41.7% @ 115% 2 1 -Left Slope 0/12 Total Deflection U289 (0.47') 82.9% 2 1 Tributary 17-00-00 Live Deflection U404 (0.336") 89.1% 2 1 Repetitive n/a Max. Defl. 0.47" (Limit: 1") 47.0% 2 1 Construction Type n/a Span/Depth 14.3 1 Live Load 40 PSF Dead Load 15 PSF Bearina Supports Part Load 0 PSF Name Type Dim. (L x VII) Value % Allowed Case Material Duration 115 BO Wall/Plate 3-1/2"x5-1/4" 5378lbs 68.9% 2 Spruce-Pine-Fir B1 Wall/Plate 3-1/2"x5-1/4" 5378lbs 68.9% 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 (1/240) Total load deflection criteria. evidence of suitability for a particular Design meets Code minimum (L/360) Live load deflection criteria. application. The output above is Design meets arbitrary (1") 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-Lam® are registered trademarks of Boise Cascade Corp.