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Date Definitive Plan Approved by Planning Board u►� 1 Historic ; OKH _ Preservation / Hyannis Project Street Address Village Owner � �Z�1 r Address Telephone nq Permit Request Square feet: 1 st floor: existing— proposed Z 2nd floor: existing proposed Total new Zoning District, Flood Plain Groundwater'Overlay Project Valuation 60b Construction Typed tad Lot Size ® �`��TC % - Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family :_q� Two Family ❑ w Multi-Famil (# units) Age of Existing Structure Historic House: ❑Yes ® No On Old Kin 's Highway: ❑Yes No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other R Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(s .ft) Number of Baths: Full: existing 2-- new Half: existing + neQQ Number of Bedrooms: existing new Total Room Count (not including baths): existing �new First Floor F oom Cunt 301.1 Heat Type and Fuel: ❑Gas ❑ Oil f U Electric ❑ Other cis Central Air: ❑Yes U No Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes 4/No Detached garage: dexisting ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑'new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of AppealsAuthorization ❑ Appeal # Recorded ❑ ❑ lNo Commercial Yes If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION. (BUILDER OR HOMEOWNER) Name �1�� bU • ��dL �h Telephone Number Address 9(,a &Qg4 1/"h License # 76 i (A j h/4 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE "� DATE } FOR OFFICIAL USE ONLY c APPLICATION# DATEISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER E' DATE OF INSPECTION: FOUNDATION q P P*)70 LL FRAME O � �� / �_W& k_ 1 INSULATION S s o FIREPLACE I _ s ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL s' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 'r i ��tTti Town of Barnstable Building Department - 200 Main Street BARNSTABLE. * H ya n n i s, MA 02601 9 MASS 1 639- (508) 862-4038 Certificate of Occupancy Application Number: 200900060 CO Number: 20080386 Parcel ID: 190180 CO Issue Date: 07114109 k Location: 79 WOODVALE LANE Zoning Classification: RESIDENCE C DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: BOSTON CHARLES - Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: G —7 — v r Building Department Signature Date Signed iNE TOWN OF BARNSTABLEBudfding. °�► Application Ref: 200900060 m• * BARNSTABLE, * Issue Date: 02/11/09 Perl !I� 9 MASS. 1639• Applicant: BOSTON,CHARLES Permit Number: B 20090196 ArED MA'l a Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/11/09 Location 79 WOODVALE LANE Zoning District RC Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 190180 Permit Fee$. 229.50 Contractor BOSTON,CHARLES 3 Village CENTERVILLE App Fee$ 50.00 License Num 114930 Est Construction Cost$ 45,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REHAB AFTER PARTIAL FIRE LOSS,ENTRY FOYER&LIVING ROO THIS CARD MUST BE KEPT POSTED UNTIL FINAL i PARTIAL NEW ROOFING SHINGLES INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ABEL, BARBARA A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 79 WOODVALE LN INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: JL Building Permit Issued By: V,/= UAM. 4*0'� THISTERMI.T CONVEYS NO:RIGHTiTO OCCUPY AW.'STREET ALLY''OR ShDEWALK OR!A ART THE - , HE 'TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE"APPROVED BY THE JURISDICTION. STREET ORALLY.GRADES-AS'WELL AS DEPTH AND:LOCATION OF.;PUBL'IC'SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE<ISSUANCE OFTHIS PERMIT-DOESNO,T RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISIONRESTRfCTIONS: MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1. FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). six BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Z'! `-/C INS S- t -C>q x 1�� a 3 e 1 HeatingYnspection Aqprovals Engineering Dept tA .,4S O� � P�1 "Pell Fire Dept 2 Board of Health r - ' VCV\- 00-1 s FF Way 12.: ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: L2wk t4' aN Site Address: weed t1AI b11t print Town: Applicant Phone: Applicant Signature: Date of Application: NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR . NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option l: Basement P Fenestration exposed Wall Floor Perimeter 0-factor floors R-Value R-Value Wall R-Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-3 8 R-19 R-19 R-10 4 ft 1987 as amended,minimums or _greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at htti)://www.energycodes.gov/rescheckl ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS OVER:5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & eili Area equals Formula: (100 x b_ a) �Z d SF 100 x — = 0 % of glazing (b) Glazing area equals. 0 SF b a If glazing is<'40%.use the chart below. If glazing is>40.% roceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Ceiling and Slab Perimeter Fenestration Exposed floors Wall Floor Basement Wall R-Value U-factor R-Value R-Value R-value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls, and including any access openings). . SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) Ta�ti Town of Barnstable Regulatory Services suvsrasc,E, MASS. g, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, r`O . �. el subject property , as Owner of the subj � P P rty hereby authorize �,Mrl _���Q �! -�p to act on my behalf, in all matters relative to work authorized by this building permit application for: (,tt� o tq1e Address of Job) Signature of Owner Date 6e-I G'�JGfC� Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERM ISSION �VWE rq,� Town of Barnstable Regulatory Services (; usrrsrwsz.e. : Thomas F.Geiler,Director rvuss. o.19. �.�� Building Division Tom Perry,Building Commissioner 200 Main_Street,_Hyannis.MA 02601 _....__ www.town.barnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNIER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on ja form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code stairs that: "Any homeowner perfomring work for which a building pmrnit is required shall be exempt from the provisions of this section(Section I D9.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application., that the homeowncr certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homoexempt n `From:R.S. LAMSON 978 ,562 3781 2009/02/09 12:18 #181 P.002 ,w Mm i Te kw PCwEa re pLRf7]YxM.' � _ 84t1'u'6 ek Industries, Inc. RE: 57246 - 14515 North Outer Foray Drive • Su11e MD Chesterfield,MO=17-6746. . General Truss Engineering Criteria 8 Design Loads pndiviri'ual.Truss Design Drawings Show Special loading Conditions); Resign Code. iRC2003/TPt2002:1 Design Program: Mel,20t2O 7.1 Wind Code: ASCP 7..02 Wind Speed: 120 mph Design Method: Main Wind Force Resisting Sy*m ASCE 7-02 Roof Load: 70.0 psf Pim Dead: N/A psf Mean Roof Heights 35 .No. Seat# Job 1D# ;Truss Name:Date 14 1115024155 1572468 _;DUI — 2/8...P i • The truss drawings)re&nnced above have been prepascd by UiTe1: � Industries,Inc,under my direct supervision based on the parameters pmvided by Wood Str Inc Truss Design Engineer's Name: Liu,Xuegarg My license renewal date foram side of Massachusetts is.June 30,2010. NOTE.The seal on these drawings indicate acceptance of . professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, perANSi/TP1-2002 Chapter 2. l&miry 6,2009 �� g `y -From:R.S. LAMSON 978.562 3781. '2009/02/09. 12:18 #181 P.001 Job Thin Trurte ply 572468 oot FINK d H5f?a41 t - r fee a tkhlhet WOOd SING eT.iPC,.B)ddsf4ld ME040Z 7.12a a Feb 4 2009 .TNt Indurtfwl hle.Fri Fhb 0 11, aR aB 1 Pa4 r Z0.0 6dH2. -. .- ,&3d - - rlad - %(t•lY74 State 1;48.9 a•o.o , 4.94 F12 v irc6 r ti la R: 18 S 9 19 "r 1520 Z - 8 !7 11 19 id 70 11910 l 114•14 LOAWNG(ps) TILL solo SPACING 2-0-0 t381 DEFL In 000) Udell L/d PLATES GRIP (Roofartnvr-bolo) Pbteslnamew ills TC 0.96 Vert(LL) -0.3310.12 -W . MTV 1971144 DL TC 10.0 Lumber immse 1.15 SC Q67 Vagm)` 451 w-12 >805 180 ®CLL 010 Rap Sbw Inar M WS 0.24 HmgrL) %18 8 ofa ere 10A Cade 1�200M120ux O�labbt} WelghC 84 lb ' LUMBER BRACING TOP CHORD 2 7t 4 9.2 4 S F 0e O TOP CHORD "6truClel r sheathing dhedly applied. 1-4,4 S:2 14 DF.6100E 7.tlE BQT CHORD At) d 0 11p h t7pP0tsd ps 8�1Z oc braclnB. BOB CHARD 2 X 4$PF 1860F 1.5E AQThdc rewmMands that—SWUM a WEBS 2 X q 13PF 1690E 1 SE InstalledtJ required ranee hreC � w ft In=erection.in accordarhw w1013tabw3w 4 Instaflhdlan REACTIONS gnim) 2�2103l0-4.1 pr4�A 0 4.8),"03914.1(input-04%a). fUlex Hars2g110{LC 0) , Max UalifWI-74b(!.c a),a�—7as(LC 0) Max Qav2=2683(L C 218=2589(LC 8) FORCES (Ib)-MIX Camp,/Max.Ten<,Afl forum 250(lb)Or leas axow YAW ehaam. TOP CHORD a s=aloortoss,s s �t11480,6732ar1o3o,7�=a1f>nlfaaS BOT CHORD 2.1,20-77413548,14-12m 482r2212,B-10-.774/9548 WEBS &12a-11t3713a9,°�12=23BH4Sa,5.10 38/1458.7.10=11371�9 NOTES (10) 1)Wlnd:ASCE 74)Z 12dmptr TcDL=8.W,ncmxa,g0p hZ96E;Cat B;ap Q 0FK$=0d:MWFRB(ton 1Ue)116ble enn wn and GC • 5bribi'M-2.0.0 to 1-0-Q Inledor(1)1&0 tole-",edenor(8)10.0.0 to IU- rnteriar(1)1544 to jrS"=no;Came"J dtand right eleprlaed 4-C ipr Mefrlbws and Ibresa A MWFRS for raed1or18 ft m:Lumber DOL=1.eo gale(ptF DOL=1.so 2)TCLLt ASCE 7-02:P1!60.0 p>d(flat roof snoark CeWWy It Btp C:plwly Exp..Cfa1.1 3)UnimIancad elbow loude have been considered for We daalgn, 4)This am has been designed for yraaldr of udn roof ftm laud of 18.0 psior 1.00 HmW flat loaf load bf 50.0 pal'on overhangs noncortcunerht with other five loads ` 5)This truss has been dealgned for a 10.0,psf t>obto chord Ilva load rlonbOnO>rrnI with any oftm IN&loads: 6)•This Imes has bum dea(pnW far a flue toed of 20AWen the bolfarn chord bt PP areas whore a restarglle sradl tall by t-0 0 wide war between the bottom dmrd and any aottw members,Vf{dl 9COL-10.Op> a 7)WARNIM Requlhed bearing f=at jcings)2.8 W velar aten Inpld beating stm. 8)P=Ada mticnanial eannadlon fy 01 hare)of In=to bearing Ptsta mpehte or uAlhstan�jog 7as m uplift sl joUlt 2 and 746� � !i rC U�f F N3o !1 apM in jalnt LU 9)TMa trvsa a daxgnse to eticord area wah the 2aea Inoarrattonar'f�ra0eilttet CiiuB 8eG110i1L Ita0Zi1.1 eR10.2 ands ETF t•U,,T (Tfstandard ANSMI 1, D 3 fn r�F 1u)Orewfi9 t>repered eloglusivefyfor Manhlfacalrhh8 6tr Wood 9tnndulea Ilrc. - ,;� ite•. LOAD CASES)$lRnds+tl `� T t r , r• Ott r' FPJbmary 6,2W WARNINL•Ver1/g design pmv egm and READ I,'nTER DM THIS AAM JY=DEV rM=R—'F 0 P.Wr AIM7472 rrCFOIIb U$r rk;-Sigpr vpl:d rot Vi0 Onay v+tlR rAn4k[arvrochw:,Rlh tloogn it eor4d aMY vpav Far�noten shown,ana IS M'an bld:.+Wip!bCintt Eamponenf. AppEtab rihi d dr.�n P.arneoeK+s ana Aropnr�naapaeal.an al eamPangnt n imvOnilb�ry of tea rding Ctl'ia�IG-not yr.,cb;ggnp,&Ca:M9 jhovM j �•.ICI IOf0101:wUpp=4 Of iNihidual web member.onry Apptllyrf9 IOMpei6ry ta�nQ to{{Py1C;lCtlylFduriny c wcOOA If ins re arr54101�N 4r the ! ��E1E(� weckv.AaC4>Jnol pn. ahl QP I;ra��of the overdisbuelwe is the rC;i[„kClify at lho au.ar�p tlaii2np,,Fpi arneral6ugpnCP rVQ��ACr , IetnCaFom,dWdlllY tlhkDl stare je aaly ry,mocean and Etadnp.Coh:ull ANSr/fpit SatwEy Gomlo.DZB gt�tl aC&1 gall�np Compannnl ldStS N.Oumr/ Snmo p9p0 8atety tnfamo8on ovwatse ham itW;pp�e rwifule,76l W.lack She04 Sulk 212 Alnaandma,VA'9L 0pe1l!yy LF217 Nil Mffek° MiTek Industries, Inc. RE: 572468- LAMSON/CHARLES/JORDAN/3-3-09 14515 North outer Forty Drive Suite 300 , Chesterfield,MO 63017-5746 General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: IRC2003/TP12002D Design Program: MiTek 20/20 7.1 Wind Code: ASCE 7-02 Wind Speed: 120 mph Design Method: Main Wind Force Resisting System ASCE 7-02 Roof Load: 70.0 psf Floor Load: N/A psf Mean Roof Height: 35 No. Seal# Job ID# Truss Name Date 1 1115112300 1572468 001 3/9/09 F a'���tT��.�•R.�SS The truss drawing(s)referenced above have been prepared by MiTek Industries;Inc.under my direct supervision based on the parameters ua XUEGANG �^ provided by Wood Str Inc. LU .� Truss Design Engineer's Name: Liu, Xuegang STRUCTURAL My license renewal date for the state of Massachusetts is June 30,2010. q0. 4383 1.TEa'° NOTE: The seal on these drawings indicate acceptance of SS/p c E` professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. March 9,2009 Liu,Xuegang Job Truss Truss Type Qty Ply LAMSON/CHARLES/JORDAN/3-3-09 115112300 572468 001 FINK 4 1 79 Woodvale Lane Job Reference(optional) Wood Structures,Inc.,Biddeford,ME 04005 7.120s Feb 10 2009 MiTek Industries,Inc. Mon Mar 09 10:12:57 2009 Page 1 -2-0-0 6-8-12 13-M 19-3-4 i 26-M 2-0-0 6-8-12 6-3-4- - 6-3-4 - 6-8-12 Scale=1:48.6 4x10= 4.94 F12 ' 5 + 3x6 17 18 . f - 3x6�• 1.5x4\\4 - _ 6 1.5x4 7 16 3 19 15 20 2 8 0 9 Io 12 11 13 14 10 , 5x10= 46= 3x6= 4x6= 5x10= 8-9-14 17-2-2 26-M -8-9-14 - 8-4-5 - 8-9-14 Plate Offsets(X,Y): (2:0-0-2,Edgel,[8:0-0-2,Edge] r.. LOADING(psf) SPACING 2-0-0 CS1 ° DEFL in (loc) I/dell Ud PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.96 .- Vert(LL) -0.33 10-12 >923 240 MT20 197/144 (Roof Snow--50.0) Lumber Increase 1.15 BC 0.87 Vert(rL) -0.51 10-12 >608 180 TCDL 10.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.13 8 n/a n/a BCLL 0.0 Code IRC2003rrPI2002 (Matrix) Weight:94lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP.CHORD Structural wood sheathing directly applied. 1-4,6-9:2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. BOT CHORD 2 X 4 SPF 1650F 1.5E rinstalled iTek recommends that Stabilizers and required cross bracing be WEBS 2 X 4 SPF 165OF 1.5E during truss erection,in accordance with Stabilizer stallation guide. REACTIONS (lb/size) 2=2103/0-4-1(input: 0-3-8),8=2103/0-4-1 (input: 0-3-8) Max Horz2=-110(LC 9) Max Uplift2=-745(LC 8),8=-745(LC 9) Max Grav2=2583(LC 2),8=2583(LC 3) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4100/1085,3-5=-3324/1030,5-7=-3324/1030,7.8=-4100/1085 BOT CHORD 2-12=-774/3548,10-12=-452/2212,8-10=-774/3548 WEBS 3-12=-1157/369,5-12=-238/1458,5-10=-238/1458,7-1 0=-1 157/369 f NOTES (10) 1)Wind:ASCE 7-02;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-2-"to 1-M,Interior(1)1-0-0 to 10-M,Exterior(2)10-M to 13-0-0,Interior(1)16-M to 25-0-0 zone;cantilever left and right exposed;C-C for members and forces 8 MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-02;Pf=50.0 psf(flat roof snow);Category II;Exp C;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. ` 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit pVtH 0`td�S between the bottom chord and any other members,with BCDL=10.Opsf. Q � SAP 7)WARNING:Required bearing size at joint(s)2,8 greater than input bearing size. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb)2=745, o� XUEGANG 8=745. �U w 9)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced. STRUCTURAL standard ANSI/fPI 1. 10)Drawing prepared exclusively for manufacturing by Wood Structures Inc. NO..4 28AI LOAD CASE(S) Standard /ST Sg NAL f y March 9,2009 ® WARMNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE%REFERENCE PAGE MIT-7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek"__ erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding — fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandria,VA 22314. - Chesterfield,MO 63017 a Symbols Numbering System ® -General Safety Notes PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x,y Failure to Follow Could Cause Property offsets are indicated. 6-4-8 1 dimensions shown in ft-in-sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) Apply plates to both Sides of truss 1. Additional stability bracing for truss system,e.g. , and.fully embed teeth. diagonal or X-bracing,is always required. See BCSI. 1 „ 2. Truss bracing must be designed by an engineer.For 0-/16r 1 y 2 3 wide truss spacing,individual lateral braces themselvesn TOP CHORDS may require bracing,or alternative T,I,or Eliminator Cl-2 C2-3 bracing should be considered. 3. Never exceed the design loading shown and never 0 WEBS N stack materials on inadequately braced trusses.O �� 3 ��� 3 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate U = designer,erection supervisor,property owner and plates 0-'i,d'from outside U. all other interested parties. edge of truss. •�. g O 5. Cut members to bear tightly against each other. BOTTOM CHORDS 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This Symbol indicates the 8 7 6 5 required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. �p *Plate location details available in MiTek 20/20 software or Upon request. 8. Unless otherwise noted,moisture content of lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOY / THE LEFT. yw 9 Unless expressly noted,this design is not applicable for PLATE SIZE ! _ use with fire retardant,preservative treated,or green lumber. The first dimension is the late CHORDS AND WEBS ARE IDENTIFIED BY END JOINT%' ` p / NUMBERS/LETTERS. 10.Camber is anon-structural consideration and is the P 4 x 4 width measured perpendicular responsibility of truss fabricator.General practice is to to slots.Second dimension is camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS t indicated are'minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber usedrsholl be of the species and size,and � 1 . in all respects,equal to or better than that Indicated by symbol shown and/or ESR-131 1, ESR-.1352, ER-5243,9604B, r d . specified. f by text in the bracing section of the 95-43,96-31,9667A ? , 13.Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER-487, NER-561 ga -R spacing indicated on design. if indicated. 95110,84-32,96-67, ER-3907,9432A ` _ 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. ,15.Connections not shown are the responsibility of others. Indicates location where bearings .� 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2006 MiTek@ All Right`s Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 11=11111® 17.In and load vertically unless indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. mffem BCSII: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER To PERFORM.'" ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10-'08