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HomeMy WebLinkAbout0025 DACEY DRIVE as a.�xc� D..wx.o - - --�- - - �) Town of Barnstable Building Department - 200 Main Street CAB . * Hyannis, MA 02601 9 MASS 1639 (508) 862-4038 RFD MA'S A Certificate of Application Number: 201304128 CO Number: 20130120 Parcel ID: 252051030 CO Issue Date: 11106/13 Location: 25 DACEY DRIVE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed FF LOT" 3 � TOWN OF BARNS'fABLE Building 201304128PermitBARNSTABLE, Issue Date: 07/15/13 9 MASS. �A 1639• ��. Applicant: BAYSIDE BUILDING INC Permit Number: B 20131645 ' rF0 MP'l A • Proposed Use: DEVELOPABLE LAND Expiration Date: 01/12/14 FLocation 25 DACEY DRIVE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 252051030 Permit Fee$ 918.00 Contractor, BAYSIDE BUILDING,INC Village HYANNIS App Fee$ 100.00 License Num 113786 Est Construction Cost$ 180,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A THREE BEDROOM 2 BATH SINGLE FAMILY RESIDE CFI'HIS CARD MUST BE KEPT POSTED UNTIL FINAL WITH AN ATTACHED 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: DACEY,BRIAN T TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 95 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 OO Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO FIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY>ENCROACHMENTS ON'P, I:IC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY.THE JURISDICTION.: STREET OR ALLEY;GRADES AS.WELVAS DEPTH AND LOCATION OF P - -1C SEWERS'_MAY BE°`'. OBTAINEDFROM THE DEPARTMENT OF PUBLIC WORKS':THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM;.HE CONDITIONS OF ANY APPLICAB SUBDIVISION ' RESTRICTIONS MINIMUM OF FIVE CALL INS PECTIONS 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION is * > 3.ALL FIREPLACES MUST BE INSPECTED AT THE•THROAT wLEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED-PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). r 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FORELE_CTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARTbUS 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). NOR k jy s po ;,.�. ° ,r, .7"*; II.�,r. �§ a BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 NAB �i/lujiw c 2 /N/a� �,� lb-a -13 1/4� 3 1 Heating Inspection Approvals Engineering Dept fi"a GI A Fire Dept �y}, 2 Wof Duct Leakage Test Form .. Customer Information: Test Conditions: Name: Bayside Building Date: 8/30/2013 Address: 1645 Route 28 Bayberry Square „ Time: City: Centerville IndoorTemperature(F): State Zip: Ma 02632 Outdoor Temperature(F): Phone: Floor Area(ftz): 1975 Email: System"Airflow(cfm): . 1400 Cooling Si.ze:(tons): 3 Heating Size(btu): _ 80,000 Building Address: (if different from above) . Primary Location of Street: 25 Dacey.Drive Supply Ductwork: ... Basement City/State: Centerville Ma 02632 Primary Location of :Return Ductwork: :.: Basement . Comments:: System serving first floor on one:ione. System tested after rough install with.equipment Attached.System tested with Minneapolis duct blaster. AII'duct seams"joints and connections"seaId with venture mastik tape. . All ducts insulated with foil face insulation with in.r-6 value. Total Leakage Test Depress Press : " Outside Leakage Test: Depress Press Test Pressure: (Pa). Test Pressure: : (Pa) Baseline Duct Pressure(optional):;. (Pa) Duct Press. Flow Ring Fan Press Duct-Press. Flow Ring: .Fan:Press Flow(cfm) Flow(cfm)(Pa) Installed (pa) (Pa) Installed. .(Pa) 25 3 107 .. Fan Model/SN: Results: Outside;Leakage(cfm): fan Model/SN: Outside,Leakage as%;. System Airflow; Results: Outside.Leakage as% Total Leakage(cfm): : : 107 Floor Area: Total Leakage as System Airflow:" Eric Whiteley . Toal Leakage as% W. �''E . eric@wvwhiteley.com R I'�IC}N Floor Area: 5.4 ... INC. _ 28 Village Landing. 1 vv vso WNW•KATI G•AM CONDInCvI P.O. Box 1266 W.Chatham, MA 02669 '~ Plumbing* Heating T 508-945-1100 " Air Conditioning F 508-945-5549 Since 1952 www.v4mhiteley.com �� side- 161,1/� l� _.3 j "r In d LOl 3 DqGo/ Oel' ocgSe 2-T jos ...—�cm s ub = l �o•Af+3C��r TAYLOR DESIGN ASSOC., INC. SHEET . ofi P.O. Box 1313 ' Forestdale; MA 02644 caLcuLAreO BY Tel./Fax: (508) 700-4686 CHECKED BY y y � r SCALE r lQ-c.v:.- TIC'..-t t✓tILri.G _ t ..v.t✓l�.:t� .__._ T. .,.,._..:C,C e D PS ,fit r. .._ C.a .C.t21'STU�:. L, A ..."gas.:.;.#30`-3- AA ... .... . .. ..c-i. . tv4-....... -7::...�,�„n �.,p C ..... .+.� ... LL- iOif _..... , W„ O ` .... . ... _.... ... 2' 'So+ .... . .. ........... . ., -.t.o.,... 'o.P.�. ,.t PCs"®. joe [: TAYLQR DESIGN ASSOC., INC. SHEET No. of P.O. Box 1313 . Forestdale, MA 02644 CALCULATED BY E'?T DATE_��Z�—t — Tel./Fax: (508) 790.4686 CHECKED By DATE SCALE.. ... ...... .: .. _ . ... �.g . ct ® o 0 t? 2...?. Z J . . . .� 7L5� 1..2_ o .............. _ _.... ... _ - g `', 3 . '3• . ..' .......... .: .: . .- __ 5.. r. - .. �.:►Z... - ,. fr..9 . 4 Co:•o A IL k ' Z ............ ......::.. ...... ............ �..{\ - ... .......... ..... -. ... .... ............. �_ .......... ...... .. ..... .... sDe 7 TAYLOR DESIGN ASSOC., INC. SHEET P70.- � - OF-4- P.O. _ Box1313. Forestdale, MA 02644 CALCULATED BY T. DATE Tel./Fax: .(508) 790-4686 CHECKED BY DATE SCALE . . t1R .. . ._7 ZS (....il..?� t 2.. f.. . . ............ ..._ ..... _. ............ .. �.. L.. . .. ®� fQ.x. t 8,. ct ,... a � �33G5 . . / ;;. _ l�'-C l%bc-fS o� 1/ S !b s 1. �, Z...l /$. 2,. 33J pa� T4F s 13®c:-rg ..:: ........ . .. _.: C. _. ._ , . . .;os TAYLOR DESIGN ASSOC., INC. SHEET NO. LE. oF - P.O. Box-1313 . Forestdale, MA 02644 CALCULATEDsv G.T. DATE--6p t Tel./Fax: (508) 790.4686 CHECKED By DATE SCALE �i ....,. r LZO::.. C-te., L too _... ... zt...- 'a-- .. ... . tt s_. . 7cce_ = P.ar.(zzo .". t3�o r Wit= t-T 4,.�0 ? .... . .... ...... 5e, ovE�a... RoPcF. 2� 4 4.4 ...... .'7 C. . .. .. . _ Yr �' . . . _._._ ... x . .. t:91.58 _ . ,.z r -i- IJoti Truss Truss Type - ;Oty i;Pty Johnson Residence 37999 I GE01 Piggyback Base Truss 2 I 1 Job Reference(optional) - — Ouidk Build Truss Co.;Inc.,Swansea,MA,P.E. - - 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Jun 24 10:40:40 2013 Page 1 IDbWNyunMbJa?jFG2fBW9SoHzK15D-1UKwgDMYRGvFklih?yeJA7i8xnsFsbrtrli30 z36OL, �$(� 26-0 O 44-0-0 - I 0 8 0 18 0-0 8-0-0 18-0-0 - I I .. .. &W1 a 1:73.6 . .. .. .. K 0 P i I Sa6 -E I i 5T \ U I. /y .b T ST4 I ''I{Y iT w =AR3i T(�� X 72—�1 C ..: .XJCXXXXX%]Cxx RXSU(XXXXX'XX]CXJ[XXXXXXXX]C X]ZXXXStXXXXXRXR][]LXStXXXJCXXXXXX - XXXX]aC 3,0!I AS AR-' :: AQ AP AO *1 AM .- AL AK AJ Al: - AH AG AF: AE AD AC AB :. M Z V 710 1! _2 I . 8 1 44-0 0 44 0 0 ----� 11 Plale Offsetts X,Y) [B:0-3-8.Edge1,1D 0 3-0 0 3 0] [K_0-3-0 0-1_14] [0:0-3 0 0-1-14� [V:0-3-0,0-3_0]_[X:0.3-8 Ed_ge,.[AF.0-3-0 0-3-0]L[AL:0-3-0 0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP L I'TCLL 35.0 Plates Increase 1.15 TC 0.10 Vert(LL) 0.00 A Nr 120 MT20 197/144 (Roof Snow=35.0) 1 TCDL 10.0 Lumber Increase. 1.15 BC 0.06. Vert(TL) 0.00 A n/r 120 BCLL 0.0 Rep Stress Incr YES WB: 0.32 Horz(TL) 0.01 X Na Na BCDL 10.0 Code IBC2009/TPI2007 (Matrix)::. Weight:253 to FT 16/6 -- LUMBER BRACING ':TOP CHORD 2x4 SPF Not TOP.CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-478.(max)oc. OTHERS 2x4 SPF Not Permanent Structural'wood'sheathing directly applied or 6-0=0 oc purlins,except .WEDGE. .. 2-0-0 oc purlins(6-0-0 max.)::K-O.... Lett:2x4 SPF No.2,Right:2x4 SPF No.2 BOT CHORD Rind ceiling directly applied or 10-0-0 oc bracing. - WEBS 1 ow at mldpt O-AG,N-AH;M AI L ,K AK,J-AL;P-AF i MiTek recommends that Stabilizers and required cross:bracing be installed during 1 . truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 44-0-0 1 (lb)- Max.Horz B=365(LC 6) Max Uplift All uplift 100 lb or less at joints)AJ,AK,AL,AM AN,AO AF AE,AD,AC,X except B=120(LC 5) AH=-101(LC 6), AI=-104(LC 5),AP=-105(LC 7),.AQ=-115(LC 7) AR=1.1,1(LG 7)AS=-143(LC 7),AB=-105(LC 8) AA 116(LC 8),Z=-107(LC 8); Y=153(LC 8). . Max Grav All reactions 250 lb or less at joint(s)B,AG,AK AS,Y,X except AH=347(LC 16) AI 336(LC 16),AJ=347(LC 16),AL 348(LC 17),AM=335(LC;17),AN=337(LC 17).AO=337(LC 1.7),AP=336(LC 17) AO=343(LC 17),AR=301(LC 17) AF=348(LC 17),AE=335(LC 17), I AD=337(LC 17),AC=337(LC I 7),AB=335(LC 17),AA=344(LC 17),Z=297(LC 17) — I FORCES{Ib)-Max.Comp./Max.Ten.-All forces 260(Ib)or less except when shown: TOP CHORD &C=-373/216,C-AT=-295/203,D-AT_285/213,H-1=-91/255,I-J=91/298,J-K=-991348,K-L—21/327, L-M=-21/327,M-N=-21/327,N-0=21/327,O-P=-99/348;P-Q=-91/298 s j WEBS WAH—307/124;M-AI--296/128,L-AJ=-307/120,J-AL—308/83, AM=-297/92,H-AN=-297/87,G-AO=-297/90, F-AP=-296/129,E=AQ=-303/139,D-AR=263/136,P-AF=-308/80,O-AE=-297/93,R-AD=-297/87,S-AC=-297/90, T-A8=296/129,U-AA.303/139,V7Z=-261/134 1 !NOTES 1 1)Wind:ASCE 7-05;11 Omph(3-second gust);TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(loin-rise)gable end zone;.centileJer left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 12) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),Bee Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1..., 3)TCLL:ASCE 7-05;.Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp Ct=1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. j 5)This truss has been designed for greater of min roof live load of 17.5 psf or 1.00.times flat roof load of 35.0 psf on overhangs:non-concurrent with other.live.loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x5 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 11)'This truss:has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom fchord and any other members. 12)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B,AH,Al,AJ,AK,AL,AM;AN,AO,AP,AQ, AR,AS,AF,AE,AD,AC,AB.AA,Z,:Y,and X.This connection is for uplift only and does not consider lateralJorces. 13)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14)Design assumes 4x2(flat orientation)purlins at oc spacing indicated;fastened to truss TC w/2-1 Od nails. - 15)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 16)Warning:Additional permanent and stability bracing:for truss system(not part of this component design)is always required.. LOAD CASE(S) Standard i I I !Job. ;Thus' ;TnusType -- ----- --- ---IOy Py - 1JohnsogResidence i;37999 GE03 'Common Truss 1 .1 - - - ;- Job Reference{_optional ' f)uidL BuiM Truss Co.,Inc..Swansea,MA,P.E.- - - 7 350 s Sep 27 2012 MiTek Industries,Inc.Mon Jun 24 10:40:4I 2013 Page i 1.2.. ID�WNyunMbJa.jFG2fBW9SoHzK15D-VgultZNACa26MSGtZg9YjKEJuBBzb5dO4yRcZRz360K1 fo�o s o 0 12-0-0 1 2-8-0. l 0-8-0 ..6-0-o -~ s-o-o a' . l l G . ST2 .. l ST2 IISTI i. _ .... I .. .I u91 .. ..... I _ J_ .. ... P .. ...O ..N. M .. L K.. 3*11 . ... - 31611 8-1-2 12-0-0 12-0-0 Plate x,Y) J:0-40,0-1-81,JP0-4-00-_1 8] LOADING(psf) ISPACING 2-0-0 CSI DEFL in loc I/defl Lid PLATES GRIP. J TCLC 35.0 ( ) (Roof Snow Plates Increase 1.15 TC 0.08 Vert(ILL) -0.00 1 n)r 120 MT20. 197/144 TCDL 10.0 Lumber Increase 1.15 BC .0.09 "Vert(TL) -0.00 1 n/r 120 BCLL 0.0' Rep Stress Incr .YES WB: 0.09 Horz(TL).: 0.00 J n/a n/a !BCDL 10.0 Code IBC2609/TPI2007 (Matrix) Weight:53Ib 16/6 LUMBER - BRACING - TOP'CHORD 2x4 SPF No1 TOP.CHORD 1 BOT.CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8.(max)oc, Except: j WEBS _ 2x4 SPF No:2 15-0-0 oc:A-B. i OTHERS: 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. ! BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide --- REACTIONS All bearings 12-04. (lb)-, Max Horz P-269(LC 5) Max Uplift All uplift 100 to or less at joint(s)J"except P=-122(LC 5),:N=-142(LC 7),0=-218(LC 7),L=-143(LC 8),K=-211(LC 8) Max Grav All reactions 250 lb,or less at joint(s)P,J,M,0,K except N=258(LC 2),L=258(LC 3) FORCES (lb)-Max.Comp./Max.,Ten..-All forces 250(lb)or less except when shown. j NOTES i 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.0psf;,h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 . 2) Truss designed for wind loads in the plane of the4russ only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult.qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow):Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0psf or 1.00 times flat roof load of 35.0psf on overhangs non-concurrent with other live loads. 1 6)All plates are 1.5x4 MT20 unless otherwise indicated: 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc, . 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3=6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)P,J,N,O,L,and K.This connection-is for uplift only and does not consider lateral forces. 13)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSVTPI 1. i14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD,CASE(S) Standard _ I y Job. Truss Truss Type ?Ply IjJohnson R nce- 37999- =GE10 ;Common Truss - ' Job Reference(opVorial Quids Build Truss Co.,Inc,Swansea,MA,P.E. 7.350 ss Sep 27 2012 MiTek Industries,Inc Mon Jun 24 10:40:43 2013 Page 1 2 ID:bWNyunMbJa?jFG2fBW9SoHzKI5D-R3031FOQkBIpbmQGh5C0oIKip_rg3zzJXGwjdJz36011 o b 10=0-0 20 0-0 20-8-0 0-8-0 10_0_0 — — --- —-----10=0,0 o s o 4a4= Sdea 1:435I . di I I `'/ T� : � I ) T , 0 �,d� - �(g 36'll I...8-1-2 20-0-0 20-0-0 Plate Offsets(X Y)_LN_0-4-0,0-1-8j jV_0-3-0 0-3-0_[X0-4-0,0-1-8] — ---- — LOADING(psf) I ..: ---- -- I'TCLC 35.0 I SPACING 2-0-0 CSI DEFL in (loc) I/defl ...Ud PLATES ...GRIP 1.(Roof Snow=35.0) I Plates Increase 1.15 TC 0.12 Vert(LL) -0,00 M Nr, 120... MT20 1.971144 Rep Stress Incr YES BCDL .__100. ... Code IBC2009/TPI 007 Matnx)23 Horz(TL) 001 N Na Na Weight:tO51b FT=1% TCDL 10 0 Lumber Increase..1.15 BC 0.1.4 Vert TL 0 00 M Nr 120 BCLL 0.0 LUMBER BRACING -- _. TOP CHORD 2x4 SPF No 2. TOP CHORD BOT.CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4=8(max)oc, Except: WEBS 2x4 SPF No.2 15-0-0 oc.'A-B,GM: OTHERS 2x4 SPF No.2 Permanent . Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at mldpt G-S I . MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. r REACTIONS All bearings 20-0-0. (lb)- Max Horz X=425(LC 5) i. Max Uplift All uplift 100 lb or less at joint(s)T,R except X=-203(LC:5),N=-116(LC 6),U—145(LC 7),Vs.143(LC 7);W=-243(LC 7), O—145(LC 8),P=-147(LC 8),0=-238(LC 8) Max Grav All reactions 250 lb or less at joint(s)N,U,V,W,O,P,O except X=278(LC 6),S=341(LC 6),T=304(LC 2),R=304(LC 3). FORCES (Ib)-Max.Comp./Max.Ten..-AII forces 250(Ib)or less except.when shown. !TOP CHORD 6-C=-353/258,F-G=114/322,G-H_1]5/322,K-L=-253/Y55 I WEBS G-S=-317/0,F-T=-263/119;H-R=263/112 NOTES. 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.Opsf;BCDL=6 Opsf,h=25ft,Cat.11;Exp C;enclosed;MWFRS(law-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 1 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal.to the face),see Standard Industry Gable End Details as I applicable,or consuft qualified building designer as per ANSI/TPI 1:" I' 3)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp Ct-1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 35.0psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20unless otherwise indicated. 7)Gable requires continuous bottom cho"rd bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 11)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom 11 chord and any other members. . 1.2)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due toUPLIFT at jt(s)X,N,T,U,V,W;R,0,P,and:0.This connection is for uplift only and does not consider lateral forces. I. 13)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1: 14)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. !15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required.' LOAD CASE(S) Standard Job ;Truss --------- 'Truss Type - ------- T1 Ory Py `:.Johnson Residence j 37999 GE11 PIGGYBACK BASE TRUSS - _ _ _ __ ]Job Reference o-tional - Quick Build Truss Co.,Inc..Swansea.MA,P-E. 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Jun 24 10:40:45 2013 Page 1 2 ID�WNyunMbJa?]FG2fBW9SoHzKI5D-ORSpjx.OgGoYXg4aeoVEUtAPopoOJI�7a�giCz360G -0 10 5-7-12 11-M 17-0-0 22-4-4 28-0-0 2 - -0 - - -- --------------- --'- - - - 0-8-0 5-7-12 5-4-4 6-0-0 5-4-4 5-7-12 0-8-0 - SYIO M4KWS= " .. ... - �X I wi 4 /�IT\ l \' J 2d I4.4 ' 1 / / .. .. r K .. ... 0 4x8 Il _._ "_._.. _ _.._ CxB= .. '. 3x10 M1BSFiS= : ..'. 4x4 3A 11 ..: .... - 8-1-2 8-1-2 8 2-12 1944 T 28 0 0 8 2-12 11-6-8 ---� 8-2-12 Plate Offsets(XY):j6.1-0-5.0-2_0].R.9-A-_5.Edgg]L[E:0-2-120-2-OJEO-7-0,0-2-0],1:0-4=5"Edge] ___ LOADING sf TCLC IP 35.0 I.." SPAGNG 2-0-0 CSI DEFL n (loc) I/dell ".lJd PLATES GRIP (Roof Snow=35.0) Plates Increase 1.15 TC 0.92 Vert(LL) -0A3 K-M >550 240 MT20 197/144 Lumber Increase_1,15 BC .0.77 Vert(TL) . -0.78 K-M >304 180 " M18SHS 197/t44. BCDLL 10 0 I Rep Stress Incr' .YES WB "0.72 ". Horz(TL) 0.03 1 n/a n/a j BCDL 10.0 j Code IBC2009/TPI2007 (Mainz):: I Weight:176 lb FT=1 LUMBER BRACING "TOP"CHORD 2x4 SPF No:2. TOP.CHORD - - I BOT CHORD 2x4 SPF 2100F 1.8E Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2x4 SPF Not Permanent Structural'wood sheathing directly applied or 3-0-3 oc purlins,except " i OTHERS:: 2x4 SPF"No.2 2-0-0 oc purlins(2-2-0 max.)eE-F . " SLIDER Left 2x4 SPF No.21-6-0,Right 2x6 SPF:No.2 3-7-11 BOT CHORD _ Install tIon 1 Stabili¢er s at.15.0-0 max)oc... Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. " WEBS 1 Row atmidpt ". E-M,F-M " MiTek recommends that Stabilizers and required cross bracing be installed during (_truss erect n,_in accordance with Stabilizer Installation guide:... - REACTIONS All bearings 8-5-8 except at-length)LO 5 8 (lb)- Max Horz B=451(LC 6) Max Uplift All uplift.100 lb or less at joint(s)M,O except B=-235(LC 7),1=-364(LC 8),.N=-563(1_C 15),P=-111(LC 7) Max Grav All reactions 250 lb or less at joint(s)O,P except B=762(LC 17),M=2649(LC 17),1=1852(1_C 17) I"FORCES.(lb)-Max.CompJMax."Ten:-All forces 250(lb)or less except when shown.. TOP CHORD B-C=-790/243,C-AE -453/241,D-AE=-220/262,D-AF=-319/339 E-AF=-275/382,E-AG=-223/346; AG-AH 223/346,F-AH=-229/346,F-AI=-1702/497.G-AI=-1746/454,G•AJ=-1661/378,H-AJ=-1867/356, Hd=-2143/352 1 BOT CHORD B-P-367/372;P-AK=-367/372.O-AK.367/372,0-AL-367/372,N AL -367/372,M-N=-367/372, I M-AM-189;793;L AM 169/793,L AN=-169./793;K-AN=-169/793,K AO=121/1434,AO-AP=-121/1434, I I-AP=-121/1434 ' WEBS D-M=-745/358,E-M=-628/206,F-M=•940/278,F-K=-220/1122,G-K=-697/367 NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.Opsf;h=25ft Cat II;Exp C;enclosed;.MWFRS(low-rise)gable end zone;cantilever left and" right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only."For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified.bulding designer as per ANSI/TPI 1.. . 3)TCLL:ASCE 7-05;Pf=35.0 pst(flat roof snow),Category 11;Exp C;Partially Exp Ct 1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live.load of 14.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs:non-concurrent with other live loads. 16)Provide adequate drainage to prevent water ponding." 7)All plates are MT20 plates unless otherwise indicated. 8)All plates are 1.5x4 MT20 unless otherwise indicated. L9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)`This truss hasbeen designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=0 wide will fit between the bottom . chord and any other members,with BCDL=10.00sf. 12)One"H2.5T Simpson Strong-Tie connectors recommended to connect truss I bearing walls due to"UPLIFT at jt(s)B,M,O,and P,This connection is"for uplift .. only and does not consider lateral forces. �. 13)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)I.This connection is for"uplift only and does not consider lateral forces. - - 14)Two:H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)N.This connection is for uplift only-and does j not consider lateral forces. l 15)This truss is designed in accordance with the 2009 International Building Codesection.2306:1 and referenced standard ANSI/TPI 1. 16)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 17)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0 O,BC: Inst.20-0-0. I " 18)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i LOAD CASE(S) Standard Job i Truss I Truss Type Ply TJohnson Residence I I 37999 GEt3 ;Common Truss Job Reference(optional)___--___-___________-- j Quick Build Thus Co.,Inc.,Swansea,MA,P-E. 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Jun 2410:40.-46 201 g I D:bWNyunMbJa?jFG2fBW9SoHzK15D-sehBwHQ106gOSD9rMDljQOy9VCtGGJAI E E9N Eez360Fi r1-08d,_2 9-2-0 18 4 0 19-4-0 1-0-0 9-M 9-2-0 1-0-0' . 44_. Style=1:4249 1000j 12 E rs \. I T1 sT 0 / T: . T I \ T Q y I ' m jl= V ei 1tl U - �1n I - L Y - x W v u T S R .. a P .. O N . 3x10 it - S;s WB= - - .. .. 8-1-2 ... .. 18-4-0 I 18-4-0 _ Plate Offsets X,))L(N.0 5-12 0-1-8],(W:0-3-0,0 0-4],(Y:0-5 12 0-1-81 _ LOADING(psf)CLL SPACING 2-0-0 CSI DEFL in (loc) Well :::Ud j PLATES. GRIP (Roof Snow=35.0) Plates Increase 1.15 TC 0.16 Vert(LL) -0.01 M n)r 120 MT20 197/144 Lumber Increase_ 1.15 BC 0.16. Vert L -0.01 M Wr' 120 TCDL 10.0 (T) BCLL 0.0" i Rep Stress Incr...YES WB 0.20 Horz(TL) 0.01 N. n/a Na Code IBC2609/TPI2007 Matnx BCDL 10.0 (Matrix) � Weight:98lb FT=.1 LUMBER BRACING TOP CHORD 2x4 SPF No.2. - TOP CHORD +- BOT CHORD 2x4 SPF No.2: Installation 1 Stabilizer(s)at.15-0-0.(max)oc, Except: WEBS 2x4 SPF No:2 9-4-8 oc:B-C,E-F,H-I,K-L. OTHERS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 6-0-0 oc purlins, except:end verticals BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1Row at midpt G-S. g I I WEBS , MiTek recommends that Stabilizers and required cross bracing be installed during 6 truss erection,in accordance with Stabilizer.Installation guide. 'REACTIONS All bearings 18-4-0. (lb) Max.Horz Y—414(LC 5) Max Uplift All uplift 100 lb or less at joints)T,R except Y=316(LC 5) N 214(LC 6),U=-168(LC 7),V_152(LC 7);X=-330(LC 6), 0—168(LC 8),P=-154(LC 8) 0=-272(LC 5) 1 Max Grav All reactions 250 lb or less at joint(s)U,.V,X,'Q;P;O except Y-395(LC 6),N=293(LC 5),S=348(LC 8),T=301(LC 2),R=30.1(LC FORCES (Ib) Max.Comp./Max.Ten.-All forces 250(Ib).or less except when shown .. TOP CHORD B-Y=-254/229,B-C=-360/278,F G=90/326,G-H=-90/326,K-L=-269/187.. WEBS G-S=-325/0,F-T=-260/119,H-R_-260/113 I NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.Opsh,BCDL=6.Opsf,h=25ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise)gable end zone cantilever left and ' right exposed;end vertical:left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per.ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category ll;Exp C;Partially Exp C=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for.greater of min roof live load of 1.4.0 psf or.1.00 times flat roof load of 35.0.psf.on overhangs non-concurrent with other live loads. �. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 1 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. i 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 11)'.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 12)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)Y,T,U,V,X R Q;P,O;N. ,and .This connection is for uplift only and does not consider lateral forces. 1 13)This truss is designed in accordance with the_2009.International Building Code section.2306;1 and referenced standard ANSI/TPI 1. 1 14)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC Inst.20=0-0. 15)Warning.:Additional permanent and stability bracing for.truss system(not part of this component design)is always required. I:LOAD CASE(S) Standard — _ I I i i . i ;Job ;Truss - ,TnissType�- ---TO* —�Pty— .IJohnson Residence i I - 37999 <PBot ;GABLE.. ... 125 1 ___jJob Job Reference joptionaf . Quick Build Truss Co.,Inc..Swansea,MA,P.E. - 7.350 s Sep 27 2012 MTek Industries,Inc.Mon Jun 24 10:40:48 2013 Page 1 18-5-14 ID:bWNyunMbJa?1FG2fBW9SoHzK15D-oOpyL.zSZYjw6hXJDTenBVp1 UP?ZXkGN2hXeUIXz360D 4-0-0. 8-0-0 4-0-0 . .. 4-0-0 mo= :.c _ I. I \ I sWl,z STI _ - - F .. .. 18-5-14 0 10 2 7-1-14 8-0-0 --- — 0 10 22 _ 6-3-12 _1 0-;2 LOADING si DEFL, n loc I/deft L d -- (P ) Plates beNlCn�crease ?15 . TC 0.19 CI 0 09 Vert(L� 0/a D r✓a 999 PLATES GRIP TCLL 35.0 Lum ( ) BCDL 0.0 ( ) MT20 197/144 crease Root Snow-35.0 Rep Stress Incr YES WB 0.03., (( )) Na a Code IBC2009ITP12007 TCDL 10.0 BCDL 10.0' y (Matrix) — — I Weighi:l9 lb FT=t%' LUMBER_ BRACING.. . ----------- TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2_ Installation 1 Stabilizer(s)at 15-0r0(max)oc, Except: OTHERS 2x4 SPF No.2:. 9-4-8 oc::B-C. Permanent Structural wood sheathing directly applied or 6-0-0 oc'purlins. BOT CHORD. .,Rigid ceiling directly applied or 10-0-0 oc bracing. bracing be truss erection,in n accordance w th_StaNl a Installation gwde__-ins REACTIONS All bearings 8-6-0. ..:.. .. .. ..... �. . toe wring (Ib)- Max Horz A—72(LC 5) Max U lift All uplift 100 lb or less at'oint s F except A'-154 LC 2 E 154(LC 3),B=-251(LC7),D=-249(LC 8) Max Grav All reactions 250 lb or less at joint(s)A,E except B=421(LC 2),,D=421(LC 3),F=283(LC 1) FORCES (Ib)-Max:Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;11 Ompn(3-second gust);TCDL=6.Opsf BCDL=6.Opsf;.h=25ft;Cat.II;Exp C enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 . 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as - applicable or consult qualified building designer as per ANSI/TPI 1. j 3)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct-1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 1 6)Gable studs spaced at 4-0-0 oc. j 7)This truss has been designee for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except dt=lb)A=154,E=154, . 10)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLI FT at jt(s)B,D,and F.This connection is for uplift only - and does not consider lateral forces: - 1 11)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. . 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 13)Warning:Additional permanent and stability bracing fortruss system(not part of this component design)is always required. I LOAD CASE(S) Standard - i i l I: t - i i I I . I f 1Job Truss --- ----- ,7n�sT ype. - ply ,Pty Johnson Residence - — 537999 P602 ;GABLE.. - 14 - ' ! ' IJob Reference(dptionalL - _ - Quick Budd Truss Co.,Inc..Swansea,MA,P.E. - 7.350 s Sep 27 2012 MiTek Industries,Inc.Mon Jun 24 10:40:49 2013 Page ID:bWNyunMbJa?fFG2fBW9SoHzK15D-GCNKZITBJ1 WhuP1 L1010agIPwOTjmCwI3N2rzz360C 3-0-0 —--— 6-0-0 -3-0-0 — 3-0-0 ... ... .. .. .. $We.Itl45': .... .. .. 4s4= ..: .. I . TI T4 F I 26= ::.... .: 1 5x4 11..:..... :... 26- .. .. .. .. 18-1-3 0-7 4 5-4-12 6-0-0 4-9-7 0-7-4 LOADING(psf) SPACING 2-6-0 CSI DEFL', in IDc I/deft Ud PLATES GRIP TCLL 35.0 ( ) I .Plates Increase 1.15 TC 0.12 Vert(ILL) Na n/a .999 MT20 197/144(Roof Snow=35.0) �'. - TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) n/a Na 999 BCLL 0.0 ' Rep Stress Incr .,YES WB 0.02. Horz(TL) 0.00 .. D Na n/a' Code IBC2009/TPI2007 (Matrix). _.Weight:161b FT=1% BCDL 10.0 . I LUMBER p BRACING.. TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SPF No.2:. MiTek recommends that Stabilizers and required cross bracing be in stalled during REACTIONS All bearings 6-0-0. truss erection,in accordance with Stabilizer Installation guide: (lb)- Max Horz A=108(LC 6) Max Uplift All uplift 100 lb or less at joint(s)except A—128(LC 2),E—128(LC 3),B_251(LC 7),D=-251(LC 7) Max Grav All reactions 250 lb or less at joint(s)A,Er F except B=339(LC 1),D=339(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less exceptwhen shown. NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.Opsf;,h=25ft Cat II Exp C;enclosed;MWFRS(low-rise)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 j 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.,Ct=1.1. 4)Unbalanced snow loads have been considered for this design. 15)Gable requires continuous bottom chord bearing. 16)Gable studs spaced at 4-0-0 cc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 128 lb uplift at joint A and 128 lb uplift at joint E. 10)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to be walls due to UPLIFT at jt(s)B and D.This connection is for uplift only and does not consider lateral forces. 11)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback.Truss Connection Detail for Connection:to base truss as applicable,or consult qualified building designer. .. .: j 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. !LOAD CASE(S) Standard I I . i i I ! i I i i [ !Job -Truss Truss Type ---^City- �P---JohrsonResdence ------` i ly l i i 37999 Ti3G ;COMMON TRUSS 1 Job Reference o'nal Quick BuBd Tniss Co.,tnc,Swansea,MA,P.E. 7.350 s Sep 27 2012 MiTek Industries,Inc.Mon Jun 24 10 41:09 2013 Page 1 2 IDtWNyunMbJa?jFG2fBW9SoHzK15D-h3aul8ikcAZ7jmPFg �6- PzQTej8ZF8WJD5Xpz36Nul 1� 5E 1-{ 0� 4 8-12 9-2-0 _ _— 13 7-4 -4-0 '1-0-W 4-8-12 4-5-4 4-5-4 4-8 12 1-0 0 sok=1.429 ... ... .. .. E .. Xx - - o .. / V W2 .. ;w2 \� 4. c / � c mob' sp.-A swdw L K swad "Js`ac spec el Speial I 6M M YM 185Ft5=. .. 12 =. Special Spnial: ... .. .. -. 8-1-2. 8-1-2 6-2-8 8-4-12 10_4 12 _1__12 1=8 6-2-8 F-2-2-4 T 2 0 0 1 8 12. 6-2-8 Plate _Plate Offsets(X YLL:0-0-0.0-3-101L[H:0-0-0,0 3 10j[4:0=10-0 0-6-4],[L:0-10-0,0 6-4] LOADING(p5CLL 35.0 SPACING 2-0-0 CSI ..DEFL in (loc) I/dell :17d : --PLATES. ::GRIP (Roof Snow=35.0) Plates Increase 1.15 TC 0.62 Vert(LL) -0.20 J-L '959 240 MT20 197/144 TCDL 10.0 Lumber.increase_ 1.15 BC 0.46 Verl(TL) -0.30 ..J-L >tl 180 M18SHS 197/144 Rep Stress Iner.....NO WB 0.88. Horz(TL) 0.05 H n/a n/a BCLL 0.0 Code IBC2609/TP12007 Matnx M _BCD 10 0_ ( ) i Weight:3691b FT=1% LUMBER BRACING l TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural woodsheathing directly applied or 6-Or0 oc purlins. BOT CHORD 2x8 SYP 2400E 2.0E BOT CHORD Rigid ceiling:directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No:2 SLIDER Left 2x6 SPF No.2 2-0-0,Right 2x6 SPF:No.2 2-0-0 REACTIONS (lb/size) 8=14100/0-5-8 (min.0-3-14),H=13888/0-5-8 (min,0-3-13) Max Horz B=-364(LC ) i. . Max UpliftB=-2699(LC 7),H=-2686(LC 8) _. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B=C=-13185/2292,C-D=-16008/3018,D-1-1=-15774/3114,E-U=15668/3137,E=V=-15197/3068.F-V=-15302/3045,F-G=15537/2950, G-H=-12714/2226 BOT CHORD B W=-2269/12098,.W-X=-2269/12098,L-X=-2269/12098,L.Y=-1512/8468,K-Y=.1512/8468,K-Z=-1512/8468.J-Z=-.1512/8468;J-AA=-2092/11735, AA-AB=-2092/11735,H7AB=-2092/11735 WEBS E-J=-1967/9692,F-J=-I62/254,E-L=-2122/10756,D-L=-162/254 NOTES 1)3-ply truss to be connected together with Simpson SDS 1/4 x 4-1/2 screws as follows:: pi Top chords connected as follows:2x4-1 row at 0-9-0 oc; Bottom chords connected as follows:2x8-2 rows staggered at 0-5-0 oc.. Webs connected as follows::2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except it noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads notedas(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-05;1.10mph(3-second gust);TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat..11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.60 4)TCLL ASCE 7-05;Pf=35.0 psf(flat root snow);Category Il;Exp C;Partially Exp. Ct l.l 5)Unbalanced snow loads have been considered for this design. i 6)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7)All.plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom: chord and any other members,with BCDL=10.Opsf.: i 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2699 lb uplift at joint B and 2686 lb uplift at joint H. 11)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced:standard ANSI/TPI 1. j 12)Hanger(s)or other connection device(s)shall be provided sufficient:to support concentrated load(s)3375 lb down and 612 lb up at 2-4-12,3375 lb down and j 612 lb up at 4-4-12,3375 lb down and 612 lb up at 6-4-12,3335 Ib dcwn and 612 lb up at 8-4-12,3335 Ito down and 612 lb up at 10-4.12,2963 lb down and 552 Ib up at 12-4-12,and 2963 Ib down'and 552 Ib up at 14-4-12,and 2963 Ib down and 552 Ib up at 16-4-12 on bottom chord. The design/selection of such i connection device(s)is the responsibility of others.' LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 j .Uniform Loads(pit) Vert:A-E=90.E.1=-90,M-Y_20,Y-Z=-60,O-Z=-20. Concentrated Loads(Ib) II Vert:K=3335(F)J=2963(F)L—3375(F)W=-3375(F)X=-3375(F)Z=-3335(F)AA 2963(F)AB=-2963(F) I i iJob. (Truss — 7nusT ---- — -- ype City Py Johnson Residence I i I E 37999 T13 ;COMMON TRUSS :..... 2 1 j Jo R-efe—re nce opl)b ton __ — -- -- Quick Build Truss Co.;Fnc.Swansea MA,P.E. 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Jun 2410:41:08 2013 Page 1 1-2 ID:bWNyunMbJa?jFG2fBW9SoHzK15D-Ds1 VYoi6rtRG5cr3g_lll srH3H9PF8_HfUY?Nz36Nvl 4 8-12 9-2-0_ 13-7-4 18-4-0 13 4-0. 1-0 0` 4-8-12 4-5-4 4-5-4 4-8-12 1-0-0' 4.4 Srele.,Az., 1 I 1.514 � F I IT+ Ti Bi .. .. - 4x10.I .. 4.10 II ... . 812 81.-2: r ... 9-2-0 f-- — 18_4-0 _ 9-2-0 9-2-0 1 Plate Offsets(X Y)i [B:0-6-14,0-0-3] [H:0-6 14 0-0-3]�J:0-4-0 0-3-01______ 0 — --- —-. LOADING(psf) TCLL SPACING 2 CSI DEFL: in ( 35.0 PLATES. -GRIP a esrease 1.15 TC0.39 Vert(LL -0.09 J-Q >959240 MT2200 /144Roof Snow Plates umber.lncrease...1.15 BC 0.54 VertTL) -0.21. J-Q >999 180TCDL 10.0 epSt ess c YES WB 0.30 Horz(TL) 0.03 H n/a n/aBCLL 0.0 BCDL 10.0: .: Code IBC2009/TP12007 (Matrix-M) Weight:84lb FT=,1% 1 LUMBER BRACING I TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2.. Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2x4 SPF No:2 Permanent Structural wood sheathing directly applied or 4-11-7 oc purlins. SLIDER Left 2x8 SYP 240OF 2.0E 1-6-0,Right:2x8 SYP 240OF 2.0E 1-6-0 BOT CHORD Installation: 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required crossbracing be installed during g I truss erection in accordance with Stabilizer.Installation guide. REAC11ONS (lb/size) B=1098/0-5 8 (min.0-1-12),H=1098/0-5-8 (min.0-1-12) Max Horz B=-364(LC 5) Max UpliftB_332(LC 7),H=-332(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.,-All forces 250(lb)or less except when shown. TOP:CHORD B-C=-561/5,C-D 1123/318,D-S=-878/300,E-S=-668/325,E-T=-668/325,F-T—878/300,F-G=-1123/318,G-H=-561/5' BOT CHORD B-J=-330/768,H-J=1.30/768 WEBS E-J=-246/523;F-J=-311/297,D J=31.1/297 NOTES 1)Wind:ASCE 7-05,110mph(3-second gust);TCD1_=6.0psf;13CDL=6.Opsf;h=25ft,Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1,60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially 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 14.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrenCwith 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 for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any othermembers. 7)H10 Simpson Strong-Tie connectors recommended to connect.iruss to bearing walls due to UPLIFT at jt(s)Band H.This connection is for uplift only and does not consider lateral forces. 8)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1: 9)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC Insi.20-0-0. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I LOAD CASE(S) Standard I � i r 1Job ;Truss ---- YrussTy — -- Oty Ply 'Johnson Residence 137999 :T03G ;COMMON TRUSS _.. 21 Job Reference(optional). . Quick Budd Truss Co.,Inc..Swansea,MA,P.E- - 7.350 s Sep 27 2012 MiTek Industries,Inc.Mon Jun 24 10:41:04 2013 Page 1 2 - ID:bWNyunMbJa?jFG2fBW9SoHzK15D-K5n?iRebnexrc 1�� x8Bh6YSz5TJhPM1WKsbz36Nz, :0 6-0-io 8-11-4___ 12 0-0 1 8-0 --— --'0-8-0' 3-0-12 - 2-11-4 ---2-11— -4 -( - 3 0 12 0-8-0....... :.. .. 540 M18SHS II Sak=129.5: I 1 MW 1121.5.m'O .. .. - / 1 5.4// i 1 \ \ x i t� Bi 0 \I Ij` roar+----- a4 s•— D SR xl H SP?cW. .5.0i ::....... :. 5,1011 8-1-2 8-1-2 .. .. .. .. i 2-0 12 4-0-8 4 0:12 7 11 8 12--0-0 2 0-12- 1-11-12 0-0-4 3-10-12 4-0-8. Plate Off_sets(XY)_[_B:0-1 7.0-1-11]L[F:0-1-7 0 1-111,IH:0-4-0.0-6-a].[I:0-4-0,0-6-4] .LOADING(psf) ' = :. SPACING 2-0-0 CSI DEFL in (loc) I/deft :.:L/d.: PLATES: : :GRIP TCLL 35.0 Plates Increase 1.15 TC 0.69 Veit LL 0.12 H-I >999 240 MT20 197/144 (Roof Snow=35.0) Lumber.lncrease .1A5 BC 0.49 Vert((TL)) -0.19 .H-I >760 160 M18SHS 197/144 TCDL 10.0 Rep Stress Incr... NO WB 0.84 .. Horz(TL) 0.02 F Na n/a p. BCLL 0.0" Code IBC2609/TP12007 BCDL 10.0- (Mainz M) Weight:1541b FT=_1% LUMBER BRACING TOP CHORD 2x4 SPF No.2, TOP CHORD Structural woodsheathing directly applied or 3-1.-11 oc purlins. BOT.CHORD 2x8 SYP 2400E 2.0E : BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 WEDGE Left:2x6 SPF No:2,Right:2x6 SPF No.2 REACTIONS (lb/size) B=8934/0-5-.8 min.0-3-11),F=8896/0-5-8:(min.0-3-11) Max Horz B=-238(LC 5)... i Max UpliftB=-1803(LC 7),.F=-1779(LC 8) FORCES (lb)=Max!Comp./Max.Ten.-All forces 250(!by or less except when shown: TOP CHORD B-C=-10453/2064,C-P=-1 0294/21 1 8,D-P=-1 01 38/21 34,D-Q 10065/211:1,E-Q=-10220/2096,E-F—10379/2041 BOT CHORD B-R-1552/7908,I-R=-155277908,I-S=102515531,H-S=-1025/5531,H-T=-1474/7851,F-T=-1474/7851 WEBS D-H=-1372/8853,,D-1=-1421/6B16 NOTES L 1)2-ply truss to be connected together with 10d(0.131,"x ')nails as follows: Top chords connected as follows:2x4-1 row at 0-4-6.oc. Bottom chords connected as follows:2x8 2 rows staggered at 0-3-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted.as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(8),unless otherwise indicated. 3)Wind:ASCE 7-05;11 Omph(3-second gust);TCDL=6.opsf;BCDL=6.Opsh h=25ft;Cat..11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and I right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 .: j 4)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category.11;Exp C;Partially Exp.;Cf=1.1: 5)Unbalanced snow loads have been considered for this design. j 6)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. ..... _ _._.. .. _. .. .. 7)All plates are MT20 plates unless otherwise indicated. I. 8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 9)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3=6-0 tall by 2-0-0 wide will fit between the bottom I chord and any other members. 10)LGT2 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)Band F.This connection is for uplift only and does not consider lateral forces. 11)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. I. 12)LGT2 Hurricane ties must have:two'studs in line below the truss. : ,13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3451,lb down and 676 lb up of 2-0712,323816 down and 611 lb up at 4-0-1.2,3238 Ito down and 611 lb up at 6-0-1 2,and 3238 Ito down and 611 lb up at 8-0-12.and 3238 lb down and 611 lb up at 10.0-12 on bottom ! chord. The design/selection of such connection device(s)is the responsibility of others. j .LOAD CASE(S) Standard j 1)Snow:Lumber Increase 1.15,Plate Increase=1.15 = ....- Uniform Loads(pit) Vert:A-D=-90,D G_90,L-0=-20 I. . Concentrated Loads(Ib) Vert:H=-3238(B)I=-3238(8)R=-3451(B)S 3238(13)T=-3238(B) I i ] i i r iJob iTruss Truss Type ^Qty iPry ------TJoin nsonnResidence 137999 IT01A iPiggyback Base Truss ... 12 Job Reference(opt final) Quids Build Truss Co.,Inc.,Swansea,MA,P.E. - - 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Jun 2410:40:53 2013 Page 1 i ID�WNyunMlzla?jFG2fBW9SoHzKl5D-9_crOgWhNGYP61BBGBNMCsk8204KPLNnrpLF I�z3�08' 8-t-2 9-4-14 18-0-0 26-0 0 34.7-2 44-0 0 44-8-0 i 9-4-14 8-7--2 -- —_1 — --8--0-0 — 8-7-2 9-4-14 0=8=0 �T3 F.1 /a W1 Wl///: : `�l \�v. 13� 3 / V, I \\ 1 '' \3 .. \ .. .. �'9zi2 N M .._L K ..-J -- . 5x6 6a= .5A0= 4x12 - 8-1-2 8 1 2. 12-0-0 22-0-0. 32-0-0 44-0-0 12-0-0 10 0=0: :10-0-0 12-0-0 Plate Offsets(X Y)i (A:0-3-5.0-2-0] [H:O-3-5,0=2-0 _ _ _ LOADING(psf) SPACING 2-0-0 CSI DEFL' in loc I/dell Ud PLATES: :.GRIP ]TCLL 35.0 ( ) (Roof Snow=35.0) I Plates Increase 1.15 TC 0.97 I Veit(LL) -0.37 J-L >959. 240 MT20 197/144 TCDL 10.0 Lumber.lncrease_.1.15 BC 0.95 Vert(TL). -0.60 A-N >875 180 BCLL 0.0 I Rep Stress Incr ..YES WB 0.81 Horz(TL) 0.20 H: n/a n/a BCDL 10.0 Code IBC2009 TPI2007 (Matrix) Weight:231 It, FT=1% �LUMBER BRACING. . -- (:TOP CHORD 2x6 SPF No.2`Except', TOP CHORD T1,T4:2x6 SPF 1650F 1.6E Installation 1 Stabilizer(s)at 9-4-8(max)oc. BOT CHORD 2x6 SPF 1650F 1.6E*Except* Permanent Structural"wood sheathing directly applied,,except B2:2x6 SPF No.2 2-0-0 oc purlins(2-8-6 max.):D-E. WEBS 2x4 SPF No.2 BOT CHORD I WEDGE Installation 1 Stabilizers)at 15-0-0(max)oc. Left:2x4 SPF No.2,Right:2x4.SPF No.2: Permanent Rigid ceiling:directly applied or 2-2-0 oc bracing.:.:...•. ...... � WEBS 1 Row at mid pt D-L.E-L I, MiTek recommends that Stabilizers and required cross bracing be installed during L truss erection in _accordancewlth Stabilizer Installation guide. REACTIONS (Ib/size) A=2736/0-5-8 (min.0-5-5),H-281810-5-8 (min.0-5-7) Max HorzA=-365(LC 5) Max UpliftA=-561(LC 7),H=-630(LC 8) Max GravA=3389(LC 17),H=3471(LC 17) FORCES (lb)-Max.Comp./Max Ten. All forces 250(lb)or less except when shown TOP CHORD A-O=-6102/879,O-P—5901/8B5 P Q—5605!909,B-Q_5539/912 B C -5557/925,C-R=-5213/967, D-R=-4937l970,D-E_3737(70Q E-F=-5209/964,F-G=-5552/919,G-S=-5535/907,S-T=-5601/904, T-U=-5895/880,H-U=-6097/874 BOT CHORD A-V=-783/5146.V-W=-783/5146,N-W=-783/5146,N-X=-517/3648,M-X=517/3648,M7Y=-517/3648, L-Y=-517/3648,L-Z 360/3647,K-Z=-360!3647,K-AA-360/3647,J-AA=-360/3647,.J-AB=-587/5141, AB-AC=587/5141,H-AC'=-587/5141 WEBS B-N=-1197/457,D-N=-34511784 D-L=-151/623,E-L=-151/628,E-J=-340/1778,G=J==1194/454 NOTES i 1.)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf:BCDL=6.Opsf;h=25ft Cat II;Exp C;enclosed;,MWFRS(low=rise)gable end zone;cantilever left and I . right exposed;end vertical.left and right exposed;Lumber OOL=1:60 plate grip DOL 1.60 2)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category Il;Exp C;Partially Exp.;Ct=1.1,Lu=50-0-0 3)Unbalanced snow loads have been considered for this design, 4)This truss has been designed for greater of min roof live load of 17.5 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. . j 5)Provide adequate drainage to prevent water poh8ing: 6)This truss has been designed for a 10.0 psf bottom chord,live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members;with BCDL=10.Opsf. 8)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)A and H.This connection is for uplift only and does not consider lateral forces. .. 9)This truss is designed in accordance with the 2009_International Building Code section 2306,1 and referenced standard.ANSI/TPI.1. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 11)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0: i 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard ,I i i I ;Job ;Truss- �Truss Type ----^Cny— 'Fly !Johnson Residence :t .I .. .. i 37996 i T0113 Piggyback Base Truce Job Reference(9pVona�. Quick Build Truss Co..Inc..Swansea MA,P.E. -- 7.350 s Sep 27.2012 MiTek Industries,Inc, Mon Jun 24 10:40:55 2013 Page 1 i 8-1-2 ID:bV4NyunMbJa?jFG2fBW9SoHzK15D-5Mklo yvto6lcLZOcPgHHgURgIItET417qM281z(36106 9-4-14 18-0-0 26-0-0 . _34-7-2 --__, 4470-0 l t 9-4-14 8-0-0 8-7-2- 9-4-14 NY fi = �t E 73 .. j 40 -21 wi 9. \ .. \ // 1 4E_ I I 8-1-2 _. L 81 2 l i l 12-0-0 22-0-0 32-0-0 - . 44-0-0. L 12-0-0 1000 ." - 1000 1200 -- --- ----- �LOADING(Psf) -TCLL: 35.0 SPACING 2-0-0 C91 DEFL. in (loc) Well L/d. PLATES GRIP (Roof Snow=35.0) Plates Increase 1.15 TC 0.97 Vert(LI-) -0.38 K-M >999 240 MT20 197/144 TCDL -0.0 Lumber increase 1.15 BC 0.95 Vert(TL -0 63 A-M >839. 180 BCLL 10.0 ' Rep Stress Incr . YES WB 0.84 Horz(TL) 0.21 .. H n%a Na BCDL 10.0 1 Code IBC2009/LP12007 (Matrix) I .:. ..Weight:228Ib FT=1 LUMBER.': BRACING. — — TOP.CHORD 2x6 SPF No.2'Except' TOP CHORD i T1:2x6 SPF 1650F 1.6E Installation 1 Stabilizer(s)'at 94-8.(max)oc. BOT CHORD 2x6 SPF 1650F.1.6E'Except" pPermanent Structural wood sheathing directly applied,except B2:2x6 SPF N6.2 - 2-0-0 oc purlins(2-8-1 max.):D E. WEBS -2x4 SPF No.2 BOT CHORD - Installation: 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 2.2-0 oc bracing. WEBS 1 Row at midpt:.. D-K,E-K MilTek�recommendsthat Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installatioq ide. REACTIONS (lb/size). A=2745/Mechanical,H 2747/0-5-8(min.0-5-5) — Max Harz A=-355(LC 5) Max UpliftA=-566(LC 7),H=-563(LC B). . Max GravA_3395(LC 16),H=3403(LC 16) l FORCES (Ib)-Max.Comp./Max..Ten,-.All forces 250(Ib)or less except_when shown. l TOP CHORD A-N=-6183/895,WO=5982/900,O-P=5687/925,B-P=-5621/928,B-C=-5635/938,C D=-5289/983, D-E=376W715,E-1=-5241/974,F-G=5585/929,G-Q=-5568/916,:O-R=-5633/913,R-S=-5929/889, H-S=-6130/883 BOT CHORD A-T=-865/5239,T-U=-805/5239,M=U=805/5239,M-V—533/3683,L-V=-533/3683,L-W=-533/3683, K-W=-533/36B3;K-X—374/3673,J-X=-374/3673,J-Y=-374/3673,1-Y=-374/3673,1-Z=623/5171: " .. Z-AA=-623/5171,H-AA=-623/5171 WEBS B-M—1252/468,D-M=-356/1845,D-K=-151/615,E-K=-152/633,E-I=-345/1784,G-I=-.1196/457 j : NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.Opsf;h=25ft Cat II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed.Lumber DOL=1.60 plate grip DOL 1.60 2)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category II Exp C;.Partially Exp.;Ct=1.1,Lu=50-0-0 l 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. j 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 bee designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall 6y 2=0-0 wide will fit between the bottom j chord and any other members,with BCDL=10.0psf. .: 7)Refer to girder(s)for truss to truss connections I ]:8)Provide mechanical connection:(by others)of truss to bearing plate capable of withstanding 566lb uplift at joint A. i.9)H10 Simpson Strong-Tie connectors recommended to connect truss to.bearing walls due to UPLIFT ai jt(s)H.This connection is for uplift only and does not consider lateral forces. ' 10 This truss is designed in accordance with the;2009 International onal Building Code section 2306;1 and referenced standard,AN$I/TPI 1. 11)Design assumes 4x2(flat orientation)purlins'at spacing indicated,fastened to truss TC w/2-1 Od nails. 12)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace af:TC:Inst.20-0-0;BC:;Inst.20-0-0. 1 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. I LOAD CASE(S) Standard i 'Job Truss -- — �Truss Type -^-- - _aY - 1 Ply Johnson Residence -- j E i i 37999 1 TOt C PIGGYBACK BASE TRUSS. - 4 - - _ mob Reference optional) CLide Bind Truss Co.,Inc.,Swansea,MA,P.E. 7.350 s Sep 27 2012 MiTek Industries,Inc.Mon Jun 24 10 40:57 2013 Page 1 j 8-1-2 ID:bWNyunMbJa?jFG2fBW9SoHzK15D-11sLE/ZCRU3gHwVyVlSlt,QjvsztjSJL8KNIRJT7Vz36041 9-4-14 18-0-0 26-0-0 34-7.2 k4'0`0 9-4-14. — 8-7-2 —8-0-0 8-7-2 T 9_4-14--- j I I .o 1z [>^ e 4rH w, .. \W2 T \ F .. 54=.. .. 5,8= :. .4+8:- .. G:B .8-1-2 12-0-0 22 0-0 _ 32-0-0.. . t . . — ----------- 1 �-39-0 8 39;3 4 44 0 0 12-0-0 10 0 0 0-0-0 .7-0-8 0-2'12 .4-8.12.4-8.12. Plate OffsetsLX Y) LA:O_8-0 0-0_2],IR 0-3-5 0=2-0 ---- —8 1 LOADING(psf) i — — TCLL 35.0 SPACING 2-0-0 CSI " DEFL in (loc) Well .::Ltd.. PLATES GRIP (Roof Snow=35.0) Plates Increase 1.15 TC 0.84 Vert(LL) -0.27 A-N . 99. 240 MT20 197/144 Lumber increase .1.15 BC 0.86., Ven jL). -0.50 A-N >936 160 I BCLL TCDL 10.0 Rep Stress Incr....YES WB :0.88 Horz(TL) 0.12 1: n/a n/a Weight: FT 1 BCDL 10.0 Code IBC26091TP12007 (Matrix) =, — --- LUMBER BRACING TOP CHORD 2x6 SPF No.2*Except*. TOP CHORD T1:2x6 SPF 1650F.1 6E.: Installation 1 Stabilizer(s)al 9-4-8(max)oc, Except: BOT CHORD 2x6 SPF 2100F 1.8E'`Except' 15-0-0 oc:G-H. B2:2x6 SPF No.2 Permanent Structural wood sheathing direcfly.applied or 2-2-0 oc purlins,except WEBS 2x4 SPF.No.2 2-0=0 oc purlins(3-2-2 max.):D-E. BOT CHORD: Installation 1 Stabilizer(s)at 15-6-0.(max)oc, Except: I 9-4-8 oc:H-L Permanent Rigid ceiling directly applied or 10-0-0 oc bracing,: Except; 6-0-0 oc bracing:H-I. WEBS "" 1 Row at midpt D-L,E-J' 2 Rows at 1/3 pts G-1 MiTek recommends that Stabilizers and required cross bracingbe installed dunn truss erection,in accordance with Stabilizer Installation guide.REACTIONS (lb/size) A=2406/0-5 8(min.0-3-13),1=2988/0 5-8 (min 0-4-12) i Max HorzA=-355(1_C 5) Max Upli tA=-510(LC 7),I=-807(LC 8) ... MaxGrdvA=2983(LC 16),1=3717(LC 16): I I FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-0=-5273I774,0 P=5072/779,P-Q=-4777/804,f3-Q=-4711/807,B-C=4729/819 C-D=-4384/864. D E=-2844/595,E-F=-2931/596,F-G=-3273/551,G-R=-3311991,R-S=-336/948,S T—358/652,H-T=-385/577 BOT CHORD A-U=-762/4423,U-V=-762/4423,N-V=-762/4423,N-W=-496/2916,M-W=-496/2916,M-X=-496/2916, L X=496/2916,L-Y=-324/2575 K-Y-324/2575,K-Z=-324/2575,J-Z=-324/2575,1-J=-241/2463, j H-I=-572/471 WEBS B-N=-1208/457,D-N=-346/1790,D-L=-391/294,E-L=-166/911,E-J=-375/297;G-J=-149/656,G-1=-4528/875 - NOTES 1)Wind:ASCE 7-05,11 Omph(3-second gust);TCDL=6.Opsf BCDL=6.0psf;:h=25ft,Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL 1.60 2)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.,Ct=1.1,Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for.a.10.0 psf bottom chord live load nonconcurrent with any other live loads. 16)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10 Opsf. 7)H10 Simpson_Strong-Tie connectors recommended to connect truss to bearing walls due,to UPLIFT at jt(s)A and I.This connection is for uplift only and does not consider lateral forces. 8)This truss is designed in accordance with the 20091nternational Building Code section 2306.1 and referenced standard ANSIlTPI 1. 9)Design assumes 4x2(flat orientation).purlins at oc spacing indicated,fastened to truss TC w/2 10d nails. 10)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0 0;BC:';Inst:20-0-0. 11)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard � I I I i I i . i Job I Truss ;Truss Type Ply Johnson Residence 37999 - i T01 D j Piggyback Base Truss 5 1: - _____ •____ !JobReferenoe(optionap. Ouick Build Truss Co.,Inc..Swansea,MA,P.E. 7.350 s Sep 27 2012 MiTek Industries,Inc.Mon Jun 24 10 40:5f3 2013 Pagel, ID:bWNyunMbJa?IFG2tBW9SoHzKl5D-VzQkSNagCoBhu3483kzXvw 1,e3pM4a—W_53Ofyz3603 8� — 9-4-14 18-0-0 26-0-0 34-7-2 -b`0 0 8-0 9-4-14—— 8-7-2 8e0 0 8-7-2 9-4-14 s k 1 n.r 6� 6.50112 \\ 1 49 z ♦ < / ; �. I i._T' ,,W5\T�\ is 3 ... ... .. 3 4�a �. 4rH- - - 5x6= SxB= me- 6rB I 8-1-2 8-1-2 12-0 0 22 0-0 32-0-0 -i .. 39-3-4 12-0 0 10-0=0 _ 1.0_-0-0_ - .7-3-4 Plate Offsets(X Y);L8:0-8-0.0-0-2);[I:0-3-5 0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in loc I/dell :L/d PLATES GRIP TCCC 35.0 Plates Increase 1.15 TC 0.85 I Vert(LL) -0.28 B-O >999. 240 MT20 197/144 j(Roof Snow=35.0) TCDL 100 Lumber.lncrease 1.15 BC 0.89 Vert TL. -0.53 .8-0 >891 180 BCLL 0.0 Rep Stress Incr....YES WB 0 91 Horz(TL) 0.14 J n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matnx) Weight:237lb FT=1% LUMBER BRACING TOP CHORD 2x6 SPF No.2'Except'. TOP£HORD T1,T4:2x6 SPF 1650F 1.6E Installation 1 Stabilizer(s)at 9-48(max)oc, Except: BOT CHORD 2x6 SPF 165OF 1.6E`Except' 15-0-0 oc:H-I. B2:2x6 SPF No.2 Permanent- Structural wood sheathing directly applied or 2-2-0 oc purlins,except. ' WEBS 2x4 SPF.N0.2 2-0=0 oc purlins(3-1-9 max.):E-F. ' BOTCHORD Installation 1 Stabilizer(s)at 15-070(max)oc, Except: .... .. 9-4-8 oc:l-J: ' Permanent Rigid ceiling directly applied or 10-0-0 oc bracing,, Except: 6-0-0 oc bracing:I-J. WEBS 1 Row at midpi E-M;F-K 2 Bows at 1/3 pts H J:. at Stabilizes and required cross bracing a installed du MiTek recommends that r b g b ring.. . truss erection�.in accordance with Stabilizer Installation guide. j REACTIONS (lb/size) 13=2505/0-5-8 (min.0-4-13),J=2969/D 5-8(req 0-5-13) - Max Horz B=365(LC6) Max UpliffB=-581(LC 7),J=-794(LC 8) j Max Grav B=3087(LC 17),J=3694(LG17) . FORCES (Ib)-Max.Comp./Max.Ten_-All forces 250(lb)or less except when shown. I TOP CHORD B-P—5312774,P-Q=51l l780,O-R=-4816/805,C-R_4750/808,C-D—4768/820,D-E=-4423/865, E-F=-2892/600,F-S==2780/611,G-S=-3050/609,G-H=-3392/567,H-T=-322/969,T-U=327/926,U-V=-349/630, I-V=-376/555 I BOT CHORD .B-W=,763/4457,W-X=763/4457&X=-763/4457,0-Y=-498/2954 N;Y=-498/2954,N-Z=-498/2954, M-Z=-498/2954,M-AA=-328/2632,L-AA=-328/2632,L-AB=-328/2632,K-AB=-328/2632,J-K=-260/2606, 1-J=553/463 WEBS C-0=-1269/456,E-0=341/1783,E-M=-375/304,FM=w164/897,F-K=-319/290,H-K=-143/602;H-J=-4591/886 NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Cumber DOL=1.60 plate grip DOC=L60 2)TCLL:ASCE 7-05:Pf=35.0 lost(flat roof snow);Category It-Exp C;Partially Exp.;Ct=1.1,Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17,5,psf or 1.00 times flat roof load of 35.0 psf,on overhangs non-concurrent:wO other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i7)`This truss has been designed for alive load of 20.Obsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2,0-0 wide will fit between the bottom. chord and any othermembers,with BCDL=10.Opsf.. 6)WARNING:Required bearing size at joint(s)J:greater'than input bearing size: 9)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)Band J.This connection is.for uplift only and does not consider lateral forces. L 10)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIlTPI 1. 11)Design assumes 42(flat orientation)purlins at oc spacing indicated;fastened to truss TC w/2-1 od nails. 12)For Stabilizer-bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0 0;BC:;Inst.20-0-0. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. ! LOAD CASE(S) Standard i I - - ----- ---- iJob `Trusr ;Truss Type - Oty IPy 7JohrmnResidence — -- i 37999 T02 !PIGGYBACK BASE TRUSS 5 i 1 l I __ !_______ l IJob Reference(optidnal Quick Buld Truss Co.,Inc._.Swansea,MA,P.E. 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Jun 24 10:41:00 2013 Page 1 ID:bV4NyunMbJa?jFG2fBW9SoHzK15D-SKYUs3b4jPRP8NDXA99?_LXLArVrYWTpSPy7k �36011 8(�2-s-8 s 8 1 z 11-0-0 18-0-0 zs 0-0 8 z 31-11-6 37-10-13 44-0-0 0-8-0 2-5-8 4-3-4 : 4-3-4 7-0 U 8 0-0 5-11-6 5-11-6 6-1-3 I j G :. .: H I. I 24 d - l 1 d o +-.,, „'cwiit -- t0i12 LOD 12 ...—. ._— �_ _ H .. G - P: G N .. M .. 6x10— . .. — .. 1 4B= 3S II 012= 3x1.0 M1&W= 4�= 4z — 1 ... -.. .. ... .. 3x/0 M18SHS= .. - .. 8-1-2 8-1-2 2-5-8 --- 11-0-0 18 0-0 26-0-0 _34-11-2 2-5.8 8-6-8 8-0 0 8-11-2 9 0 14 — — - ---- — L Plate Offsets1M_LC:0 6-B_05-5),[H:0-5-0,0=1-4},[O:0-3-8 0-2-OLn 0-2-4 0-0-12),[S:0-5-B4O-5-01 LOADING(psi) TCLL 35.0 SPACING 2-0-0 CSI DEFC n (loc) Well L d PLATES GRIP j_(Roof Snow=35.0) Plates Increase 1.15 TC 0.97 I Vert(LL) -0.58 C-S >903 240 MT20 197/144 TCDL 5.0) Lumber.lncrease 1.15 BC 0.83. Vert(TL) -0.95 C-S >553 180 M18SHS iWil44 I BCDL 0.0 r .. Rep Stress Incr. YES WB 0.79 I Horz(TL) .0.54. L Na n/a BCDL 10.0: Code IBC2009/TPI2007 I (Matrix) Weight:262lb FT=1% r " - LUMBER ... .. BRACING - .. .. .- .. TOP CHORD 2x6 SPF No.2"Except`. TOP CHORD T4,T5:2x4 SPF 210OF 1.8E,T1:2x6 SPF 210OF 1.8E Installation 1 Stabilizer(s)at 9-48(max)cc, Except: I BOT CHORD 2x4 SPF 2100F 1.8E'Except' __ 10-0-0 cc:B-C,C-D. B1.B3:2x4 SPF No.2,B2:2x6 SPF 2100F.1:8E OTHERS 2z6 SPF 21 OOE 1.8E Permanent: ;Structural wood sheathing directly.applied or 1-10-8 oc purlins,except WEBS 2x6 SPF 2-0-0 cc purlins(2-3-11 max.):G-H. „ BOT CHORD .LBR SCAB A-E 2x6 SPF 21OOF,1.8E both sides Installation 1 Stabilizer(s)at.1S0-0(max)oc. !WEDGE Permanent - erman Rigid ceiling directly applied or 6-0 0 cc bracing. ' !.Right:2x6 SPF No.2 WEBS 1 Row at midpi .. G-S,G-Q,H-0,1-0.. [_MiTek recommends that Stabilizers and required cross bracing be,installed during i.truss erection.in accordance.with_Stabilizer Installation guide. I REACTIONS (lb/size): 8=2624/0-5-8 (min.0-5 2) L=2607lMechanical -- —— Max Horz 6=367(LC 6) Max UpliftB=-624(LC 7),C=-564(LC 8) Max GravB=3277(LC 17),L=3258(1_C 17) 1. FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown .. . I TOP CHORD 8-C=-1835/355,C-V=7388/1213,D-V=,-7309/1237,D-U=6185/972,E-U=-6171l975,E-W=6109/979; W-X=-.6080/985,F-X=-5888/999,F-G=6206/1155,G-H=-3410/729,H-Y.=-3749/765,1-Y=-4167/763,. I-Z=-5287/940 J-Z=-5298/922,J K=-5497/909,K-AA=5803/977,L-AA=-5961/958 BOT'CHORD C-S=1171/6777,F-S 806/248,Q-A8=-356/3459,P-AB=-356 3459,O-P=-356/3459;N-0=-45414330, N-AC=-454/4330,AC=AD=-454/4330,M-AD==454/4330,:L-M=723/5033 WEBS D-S=-1700/48%Q-S=-484/3207,G-S=-573/2979,G-Q=420/371,H-0=-508l332,H-0=-158/1375, 1 170=-13071344,I-M=-172/790,K-Ma-581/342 NOTES 1)Attached 9-5-12 scab A to E,both face(s)2x6 SPF 2100F 1.8E with 2 row(s)of 1 od(0.131"x3")nails spaced 9 o.c.except:starting at 0-1-4.1rom end at joint A, nail 3 row(s)at 4"o.c.for 3.10-4;starting at 7-1-9 from end at joint A,nail 2 row(s)at 7"o.c.for 2-2-11: I. 2)Wind:ASCE 7-05;110mp1h(3-second gust);TCDL=6.Opsf;BCD1_=6.0psf;h=25ft;Cat.11;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL ASCE 7-05;Pf=35.0 psi(flat roof snow);Category 11;Exp C;Partially Exp. Ct=1.1,Lu=50-0-0 j 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.5.psi or 1.00 times flat roof load of 35.0 psi on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psi bottom chord live load nonooncurrent with any other live loads. 9)'This truss,has been designed for a live load of 20,0psf on the bottom chord in allareas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom.._. chord and any other members,with BCDL=10.6psf: 1 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 564 lb uplift at joint L. 12).H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B.This connection is for uplift only and does not b consider lateral forces: l 1 13)This truss is designed in accordance with the 2009 International Building Code section2306.1 and referenced standard ANSI/TPI 1. 14)Design assumes 4x2(flat orientation)purlins at,cc spacing indicated,fastened to truss TC w/2-10d nails. j 15)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 16)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard I Johnson Residence Job �jTruss ------ Truss Type_ - 37999 T02A ... i Piggyback Base Truss P.E. _ _ _ 'Job Reference{�tionall Wick Build Truss Co.,Inc..Swansea,MA,P.E -- - 7,350 s Sep 27 2012 MiTek Industries,Inc.Mon Jun 24 10AI:02 2013 Page 1 i ID:bWNyunMbJa?jFG2BW9SoHzKl5D-O)fEHIdLF1h7NhNvlalT3mciXeAM?Q16vj o 360?i 3$12-5 8 6 8-12 11-0-0 _ . 18 0-0 26-0-0 31-1.1-6 37-10-13 44-0-_0 = 0 — -- 0 8 0 2-5-8 4-3-4 4-3-4 -7 0 0 -- —'8-0-0 5-11-6 5-11-6 6-1-3 0`-8-1) I I i I. - ... Ten= - sno M195H5= . —7 G_ _3__ _�-7-- I I 6.50I12 � ��16 4.1 2A 11 F W3 ( ov e /•/. j/i w i �I wl R P - ... N e 0 413= 3)6,I 4M= .3r10 M18SHS= 410_ 4d1= . .- . .. . .. 3x10 M18SHS= .. .. .8-1-2 8-1-2 .. 2 5-8 11-6-0 18-0-0 26-0 0 34-11-2 44-0-0 j r — —i— — — -- .. 2 5 8 .' 8-6-8 7-0-0 8-0-0 8_11-2 _ 9-0-14 Plate Offsets(X Y]_(C:0-6 8 0-5 S1L[H:0 5-0 0 1 41 [P_0_3 810-- [T 2-0]JS:00-2-4,0-0-121." 0-5-8 0-5--0] — — TOADING(P5CLL 35.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft ...Ud PLATES GRIP :. Plates Increase 1.15 - TC 0.92 Vert(LL) -0.58 C-T >907 240 MT20 197/144 j (Roof Snow=35.0) Lumber.lncrease .1.15 BC 0.83 Vert TL. -0.94 C-T >556 160 M18SHS 197%144 BCDL 10.0 Rep Stress Incr.- YES WB 0.78 Horz(TQ :0.54 .. L n/a n/a BC 0. Code IBC2009/TP12007 �BCDL_: 100 (Mainz) _ Weight: FT 1%. LUMBER. BRACING L.. . TOP CHORD 2x6 SPF No.2*Except*, TOP CHORD T4,T5:2x4 SPF.210OF 1.8E,T1:2x6 SPF 210OF 1.8E. Installation 1 Stabilizer(s)at 94-8(max)oc, Except: BOT CHORD 2x4 SPF 210OF 1.8E`Except` 10-0-0 ocr B-C.C-D. B1.B3:2x4 SPF No.2,B2:2x6 SPF 2100F.1.8E Permanent Structural wood sheathing directly applied or 1-10-10 oc purlins,except WEBS 2x4 SPF No.2 2-0=0 oc purlins(2-3-11 max.):G-H. OTHERS 2x6 SPF 210OF 1.8E BOT CHORD LBR SCAB A-E 2x6 SPF 210OF 1.8E both sides Installation 1 Stabilizer(s)at 15-0-0.(max)oc. WEDGE Permanent Rigid ceiling directly applied or 6-0-0 oc bracing.- Rig1ht:2x8 SYP 2400F 2.0E _ WEBS 1 Row at midpt _ G-T,G-R,H-R,I P MiTek recommends that Stabilizers and required cross bracing be installed dunng truss erection,in accordance with Stabilizer Installation guide. _J REACTIONS (lb/size): B=2615/0-5-8 (min.0-5 2) L=2682/0-5-8 (min.0-4-4) Max Horz B=362(LC 6) Max UpliftB=-623(LC 7),L 629(1_C 8) Max GravB=3266(LC 17),L=3334(1_C 17) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown: TOP CHORD B-C-1828/363,C-W=-7358/1207,D-W=-7279/1231,D-V=-6157/967,E-V=-6143/970,E-X=6081/980., F,X=-58601994,F-Y=-6178/1148,G,Y=-5689/1150,G-H=-3389/726 H-Z=-3715F757,1-Z=-4132(755, I AA=-5194/918;J-AA=-5205/900,J-K=54037887,K-AB=-5695/949 L-AB—5849/931 �.BOT CHORD C-T=-1164/6749,F-T-806/248,R-AC=-350/3428,Q-AC=-350/3428,P-Q_350/3428;0-P=-44214275, l 904 WEBS D T-1696/488,R TD-4 9/31674G-T=571l2973,G-R275, 5� 4 432/371,,HR-497/347.H-P=-153/1348, I.P-12691336,I-N=-156/724,K-N-508/325 NOTES I 1)Attached 9-5-12 scab A to E,both face(s)2x6 SPF 210OF 1.8E with 2 row(s)of 10d(0.131"x3")nails spaced 9"o.c.except:starting at 0-1-4 from end at joint A, i nail 3 row(s)at 4"o.c.for 3=10=4j starting at 7-1-9 from end at joint A;nail 2 row(s)at 7"o.c.for 2-2-11 2)Wind:ASCE 7-05;110mph(3-second:gust);TCDL=6.Opsf;BCDL=6,Opsf;:h_25ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 I 3)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 17.5 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. j 6)Provide adequate drainage to prevent water ponding. 1 7)All plates are MT20 plates unless otherwise indicated. j 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)`This truss,has been designed for a live load of 20,0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 0-0 wide will fit between the bottom chord and any other members,with BCDL=10 Opsf. j 10)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)Band L:This connection is for uplift only and i does not consider lateral forces. , 11)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced'standard ANSI/TPI 1. ' 12)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 13)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC::;Inst.20-0-0. " 14)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. i LOAD CASE(S) Standard I Truss Type i0ry -- '37999 1TIl PIGGYBACK BASE TRUSS. i 3 1 I ' _______ ! ,Job Reference Optional Quick Build Truss Co.,Inc..Swansea,MA,P.E. 7.350 s Sep 27 2012 MiTek Industries,Inc.Mon Jun 2410:41:06 2013 Page 1. ID�WNyunMbJa?jFG2fBW9SoHzK15D GUv176grJFBZsIhhX06PDcnNSFZmxf�jq[�?RwUz36Nx on i2.: 5-7-12 V620 -- 17.0-0-----__—_=— 22-4-4 28-0-0 28-8-0 0-8-0 5-7-12 5 44. 6-0 0 54-4 5-7-12 0-8-0 6AOM18S s� I tiry� Tz �7-0 j i sa» I ! T/ { (J :cos \ J m JW L K M4,8= - :4�8- 4x4= 3x6 it — - 8 1 2 8-1.2.. 812 8-2-12 19-9-4 28-0-0 -. 8-2-12 — 11 6 8 8 2 12 -- - Plate Offsets(X Y)i[B:Edge.0-0-0-0].[E:0-2-12,0-2_0],[F:0-7-0.0-2-0],I:0-4-5,Edge]____ . LOADING(psf) TCLL 35.0 SPACING 2-0-0 : CSI DEFL in (loc) I/de.fl :::L/d PLATES: ...GRIP (Roo(Snow=35.0) I. Plates increase 1.15 : TC 0.92 Vert(LL) -0.49 K-M >489 240 MT20 197/144 Lumber.Increase 1.15 BC 0.73, Verl(TL) -0.87 K-M >273 160 M18SHS 197/144 TCDL 10.0 I Rep Stress:lncr....YES WB 0.71 Horz TL 0.0.3 B n/a n/a .: BCLL 0.0 Code IBC2009/TP12007 (Matrix-M) ( ) Weight:127Ib FT=1 BCDL ..10.0 - I-- LUMBER BRACING I TOP CHORD 2x4 SPF No.2, TOP CHORD i BOT.CHORD 2x4 SPF 2100E 1.8E : Installation 1 Stabilizer(s)at 9-4=8(max)oc. WEBS 2x4 SPF No:2 Permanent Structural'wood sheathing directlyapplied or 3-0-7 oc purlins,except SLIDER Left 2x4 SPF No.2 1-6 0,Right 2x6 SPF;NO2 1-6-0 2-0-O:oc purlins(2-2-0 max.):E F BOTCHORD Installation 1 Stabilizer(s)at 15-0-0.(max)oc. Permanent Rigid ceiling:directly applied or 10-0-0 oc bracing.: 9 WEBS 1 Row at midpt : - E-M,F-M ' j MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size)' B=537/0-3-8 (min.0-1 8) M-1785/0-5-8 (min 0-2-14),1=1302/0-5-8 (min.0-2-6) Max Hori B=-435(LC 5) Max UpliftB=-324(LG 7),M=-142(LC 6),1=-375(LC 8) Max GravB=912(LC 17),M=2251(LC 17),1=1872(LC 17) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(Ib).or less except when shown. . i TOP CHORD : B-C=-259/3,C-V=-534/302,D-V=-279/324,"D-W-391/403,E-W=-347/445,E-X=-23B/381,X-Y=-238/381; F-Y—238/381,F-Z=-1732/515 G Z 1776/473,G-AA=1681/397,H AA=-2114/376,H-1=-1159/67 BOT CHORD B-AB=-460/410,AB-AC=-367/410 M-AC 367/410,L-M=-158/815,L AD 158/815,K-AD=-158/815, K-AE=-139/1459,AE-AF=-139/1459,1-AF=-199/1459 j WEBS D-M=-767/367,E-M=-616/196,F-M=-918/294,F-K=-219/1124,G-K=702/360 NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.Opst BCDL=6.Opsf;h=25ft,Cat.:I1;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and . right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL'.ASCE 7-05;Pf=35.0 psf(flat roof snow);Category If;.Exp C;Partially Exp.;Ct=1 1,L6-50-0-0 .9)Unbalanced snow loads have been considered for this design.::.:. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. '6)All plates are MT20 plates unless otherwise indicated. . 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with:any other live loads. I 8)'This truss has been designed for a live load of 20.0pst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2r0-0 wide will fit between the bottom � chord and any other members,with BCDL 10.Opsf. ' :9)H 1.0 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)8,:M,and].This connection is toruplifl only and does .not.consider lateral forces.: 10)This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Design assumes 4x2(flat orientation)purlins:atoc spacing indicated,fastened to.truss TC w/2-10d nails. 12)For Stabd¢er.bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC Inst.20=0-0;BC:;Inst.20-0-0. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. . LOAD CASE(S) Standard - -- I . I I i I I I .Job i Truss Truss Type. - Qty 1Py Johnson Residence - � '' i j 37W9 i T10 ;COMMON TRUSS 15 ! 1 Job Reference(optional) I Quick Build Truss Co.;Inc Swansea,MA,P.E. - 7.350 s Sep 27 2012 MiTek Industries,Inc.Mon Jun 2410:41:05 2013 Page 1 2 yo ID:bWNnMbJa?jFG2fBW9SoHzKl5D-6HLNwnfDYy3iE86Uzib!&%esE7CtYYbhFuO2z36Ny 0%-b 5-1-12 10 0 0______ 14-10-4 20-0-0 22�b_0 0-8-0, 5-1-12 4-10-4 - 4-10-4 5-1-12 - 0-8-0 j I 4A - -' Smk=1:41% w1yw ` G j c \ . 3 i .. 3.0 11 3x10 11 - 8-1-2. 10-0-0 20 0 0 .. 10_0.0 1000 Plate Offsets X Y i'[B:0-4-5.Ed_ge]_[H:0-4-_5 Ed�e]_L 0-4-0,0-3-0] -- . LOADIN( t) - -- TCLL 35.0 SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES ::GRIP. ((Roof Snow=35.0) j Plates Increase 1.15 TC 0.42 Vert(LL) -0.13 J-O >999 240 MT20 197/144 TCDL 10.0 Lumber.lncrease..1.15 BC 0.69 Vert(TL). -0 34 J-O >702 180 " BCLL 0.0' Rep Stress Incr. .YES WB :0 35 Horz(TL) :0 02 B. Na n/a I BCDL 10.0 Code IBC2009/TPI2007 (Matrix M) Weight:85 lb FT=1% LUMBER BRACING ---- "I'TOP'CHORD 2x4 SPF No.2 TOP CHORD " BOT.CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4=8(max)oc. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly,applied or 4-11.3 oc'purlins. SLIDER Left 2x6 SPF No.21-6-0,Right 2x6 SPF:No.2 1-6-0 BOT CHORD Installation: 1 Stabilizer(s)at 15-0-0(max)oc. Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection irraccordance with Stabilizer Installation guide. ;REACTIONS (lb/size) B_1160/0-5-8 (min.0-1-13),H=116070-5-8 (min.0-1-13) Max Horz B=-394(LC 5) Max UpliftB=-326(LC 7),H=-326(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. :TOP'CHORD B-C=-940/0,C-D==1291/349,D-S=-1010/312,S-T=-906/322,E-T=-870/347.E-U=-870/347,U-V=-906/323,F-V=-1010/313,F=G=-1291/350, G-H=-940/0 " BOT CHORD B-J=-374/915;H-J=186/915 WEBS E-J=-263/658,F-J=-388/318,D-J=388/318 NOTES 1 j Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.Opsf;BCDL=6.0psf;h=25ft;Cat II;Exp C;enclosed;.MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1 60 is 2)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category Il;Exp C;.Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design: I 4)This truss has been designed for greater of min roof live:load of 14.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs nomconcurrent 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 20.0psf on the bottom chord in all"areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members:..... 7)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)Bind H.This connection is for uplift only and does not consider lateral forces. 8)This truss is designed in accordance with the 2009 International Building Code section2306.1 and referenced standard ANSI/TPI 1. 9)For Stabilizer bracing.see MiTek Stabilizer Installation Gulde.Cross brace at:TCi Inst.20-0-0. 10)Warning:.Additional permanent and stability:bracing for truss system(not part of this component design)is always required. i:LOAD CASES) Standard l i I . IJob. .ITruss Truss Type. ----- .Qty jPty- ----'�JohnsonRes�dence--- -- - E 37999 - 1 T01 1 Piggyback Base Truss - ________ _ Job_Reterence(otanap Quick Build Truss Co.,Inc.,Swansea,MA,P.E. 7.350 s Sep 27 2012 MiTek Industries,Inc. Mon Jun 2410:40:51 2013 Page 1 ; IDbWNyunMbJa?iFG2tBW9SoHzK15D-CbV4z_URr6lhZ?to9mLu6RfoYDOrxR3UNVsnIOA; 18� 9 4-14 18-0 0. 26-0-0 34-7-2 44=0-0 _44_g-0 1 9-.4-14 - 8-7-2.- 8-0-0 8-7-2 9-4-14 0'-8�0 i sm 1 �, T3 361\ / - wilo I --B1 :: .. G ... N 41 8-1-2 8 1-2 12-0-0 22-0-0 _ 32_070 44-0-0 Plate Offsets(X Y)i (B:0-3-5.0-2121.0-3-5;0-2-0 10 0 0 10-0_0 12-0-0 _ — LOADING(psf) SPACING 2-0-0 CSI ! DEFL in (loc) Vdefl :Ud PLATES GRIP TCLL 35.0 (hoof Snow=35.0) Plates Increase 1.15 �. TC 0.97 Vert(ILL) -0.37 K-M >999 240 MT20 197/144 TCDL Lumber.lncrease_1.15 BC 0.95 Vert(TL). -0.59 .I-K >883 180 10.0 Rep Stress Incr ..YES WB 0.80 .. Horz(TL) 0.20 1 n/a n/a BCLL 0. BCDL 1 0.00 Code IBC2009 TPI2007 (Matrix) Weight:2321b FT=1 — — — --—= LUMBER BRACING TOP CHORD 2x6 SPF No.2`Except*. TOP CHORD T1:2x6 SPF 1650F 1.6E Installation 1 Stabilizer(s)at 9-4-8(max)cc. 1 BOT CHORD 2x6 SPF 1650F 1.6E-'Except* _ 'Permanent Structural wood sheathing directly applied,except - - B2:2x6 SPF No.2 p2-0-0:oc purlins(2-8-6 max.):E-F: 1 WEBS 2x4 SPF.No.2 BOT CHORD !ii WEDGE Installation 1 Stabilizer(s)at 15-0-0(max)oc. — Left:2x4 SPF No.2,Right:2x4:SPF No.2. Permanent Rigid ceiling:directly applied or 2-2-0 oc bracing. : WEBS 1 Row at midpt. .. E-M,F-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. !REACTIONS (lb/size) 8=2817/0-5-8 (min.0-5-7) 1=2817/0-5-8 (min,0-5-7) I Max Horz B=354(LC 6) Max Up1ift6=-629(LC 7),1=-629(LC 8) Max GravB=3470(LC 17),I=3470(LC 17) — _ . j FORCES (Ib)-Max.CompJMax.Ten.-,All forces 250(lb).or less except when shown. TOP CHORD .B-P_6096/873,P-0=-5893/879,0-R=5599/903,C-R=-5533/906,'C-D=5551/919,D-S=-5207/961, .. .... E-$=-4931/964,E-F=-3736/708,F-T=-4931/964,G-T=-5207/962,G-H=-5551/919,H-U=-5533/907, U7V=-5599I904,V-W=-5893/879,I-W=-6046/873 BOT CHORD B-X=-781/5140,X-Y 781/5140,0-Y=-781/5140 07Z=517/3646,N-Z=-517/3646 N AA=-517/3646. I M-AA—517/3646;M AB=-359/3646,L-AB=359/3646,L AC=-359/3646,K-AC 359/3646;K-AD=-586/5140, AD-AE=-586/5140 I AE=-586/5140 1 WE C-0=-1194/454,E O=339/1778 E M=-151/628,F-M=151/628,F K=-340/1778,H K=-1194/454 _ . NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.11;Exp C;enclosed;_MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical.left and right exposed;Lumber DOL=1:60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1.Lu=50-0.0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.5 psf or.1.00 times flat roof load of 35.0 psf on overhangs non,concurrent with other live loads. 5)Provide adequate:drainage to prevent water pricing. ing:: 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1.7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 0'O wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)Hi 0 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at j(s)B and I.This connection is for uplift only and does not consider lateral forces. 9)This truss is designed in accordance with the 2009_International Building Code section 2306.1.and referenced standard ANSI/TPI 1. 10)Design assumes 4x2(flat orientation)purlins atoc spacing indicated,fastened to truss TC w/2 10d nails. 11)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 12)Warning:Additional permanent and stability bracing for truss system-(not part of this component design)is always required. I LOAD CASE(S) Standard I I _ I. SUBDIVISION PLAN OF LAND IN. BARNSTABLE Baxter & Nye Inc., Surveyors, 36669 C June 15, 1994 Sheet 1 OF 2 41 v AF � w V (see Sheet 2) 44 OPEN SPACE 41 ¢0 ^N �9 NsaR oGATTAR ,3 rr�Qy 96�9 ` =188.24= - , V p 0 3 R=25 00�";� 39.27 .�+ 1 41.7 1, 118.96 , �9 31 o 16075 '4r 1h p �' N6B30 E Z — �ti y 00 Z ��,,, QP ,67 36 o a 37IN �� �04• om, 122.20 ^`�.� N Nfi2�3'o 156.2 35 0 0 h r + S62 03'00"W �1 a�0 e� 30 -'� N6132'10:E OPEN SPACE 79; __ 367.55= . .102.00 1 125i83732"E 101.29 _ 4.26 S64�7'15"W GB Rom`1503 9IF t R9y14,10 8.. 80.00 W<de) LAN- - PNlNNEY S ' c C.g. Subdivision of Lots 3 through 28 Shown on Plan 36669—B shs. 1, 2 and 3 Filed with Cert. of Title No. 108650 Registry District Of Barnstable County Separate certificates of title may be issued for land shown hereon and on Sheet 2 as Lots 29 throu h 44 Abutters are shown as By the Court an original decree plan. C' ,4 w �P1 0/Poet of plan SEPT s 1994 Ree der 4 4N0 REGWRAT108 Off7CE AUG. 29, 1994 RCS OOZO Scale of this pion 100 feet to an inch Louis A Moore,Engines for Court DEWL 43 � 36669 1 Not to Scale I k, NX Sheet 2 OF 2 25 o3"E Ra224.43 N56'41 (20 p0 g t 42 ' U -----� f Ed�ord01 vdso Donald S. Campbell i et of 17fi.64 510.66 s � W 43- -' J . . `� tiry os,°rtt� N cr `+Dramog gods ��, �. �.c 44 OPEN SPACE N N56S 42 W �r, 146.93 - G� 3 N68'oo•O0 E N $ 150.00 JR'a .qfl ' It a N �i 2 O yh4ry *7 o/.� 71j0J Sgg '9.y `11g ! >>1 A II - 58.37,T4.0Tti _ 9 o0r i 2 39 °j QZ S68YJ0'00"w! z REGATTA BOit •,. � o 39 31 " SB2b 33 36 � 4P 37 29 OPEN C� SPACE O OPEN CE �� See Sheet 1) 34 RCS-04V1 Scale of this plan 100 feet to an inch I �3-170 mo fj Commonwealth of Massachusetts Z a D51 n3 D R�1T etaspE�e�-�.it Date: °7 (R9! /,3 2013 Permit#�� I -305_�D- to Estimated Job Cost: OF BARNS-TABLeerinit Fee: $ .C) Plans Submitted: YES NOTi/ Plans Reviewed: YES NO WN Business License# Applicant License T'F' . a M Business Information: Property Owner/Job Location Information: Name: V_rn on Oh i� (`� , Name: Johna)n Street: V 1 I I-u e I,..Q.ro) - Street: JJ Mc 6 City/Town: W. Cl�a�l�Q�ti1 City/Town: l�a Telephone: 5 09^ `q 5 1 )00 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO st Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to.dwell' gs 3-stories or less and commercial up to 10,000 sq. ft../2-stor1es or less Residential: 1-2 family Multi-family Condo/Townhouses Othei Commercial: : Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq.ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: a/ Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description.of work to be done: L12 F INSURANCE COVERAGE: 1 have a current liabilitV insurance policy or its equivalentwhich meets the requirements of M.G.L. Ch. 112 Yes No❑ r If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other-type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owners Agent By checking this boxo,I hereby certify-that all of the details and information I have submitted for entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Pro6ress Inspections Date Comments Final Inspection - Date - - - - - - - - - - - Comments - Type of License: By ❑ Master Title ❑ Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# ❑Journeyperson-Restricted O/ 7 License Number: Fee$ ❑ Check atvvvNi.rnass,aovldol Inspector Signature of Permit Approval �YH�r ti Town ofBa mstablc Regulatory Servzees R nuu+�rs�� matzos Thm-nas.F, Geilcr;Liz•ec.tor x6sp., �+a %- Baildmo,Division To-Mferry-,iluildiu (:omrnissicr.er 200 Maul Sixoct,H.;✓�na:.s,!cV,0260I Dike; 508-862-4038 Fax: SOH-7 O bZ:30 PrOperL-y- O-Alin-ri1� ust ..,. ODMprete ancT Szptz T' is Section - - . `-� Q'v7D_e of 6c. subjectpropertf 11eIt'b air-h rI? ' r-- . + r Y � � S �"`� to'da On my behalf, ii all L.LLtEis r`L-tiVe to wio.Lk au,`Eon A by:mil_ b 1c_Lr_ta pc.rm:�rr Ipplic don for: ��i� 4 C� �C-) 1 Ob) ' Pz7a I\Fara If Pz°operl y—Qmmex'is app ly7_ng for e=t pleas e c omplete th_E Homeowners License Exr--mp ion on the mcver,`o sine. 2:FOSS:0 WE F.PFPih{TSS loll COMMONWEALTH OF MASSACHUSET`.S SHEET METALWORKERS —...,.. AS A BUSINESS "ISSUES THE ABOVE LICENSE TO: ERaC T .:WHITELEY ----- - ---- W _V DN 41HITELEY PLBG 'AND 2.8".VIL`L'AGE LANDING-- PO BflX .1266 I W.,CHATN:PM MA 02669-.000 -( \ .. 160 12/22/14 .2926.29` WEe _ J it ___—---_______--_____—_______� .COMMONWEALTH OF MASSACHUSETTS :' SHEET METAL WORKERS AS A MASTER-UNRESTRICTED ISSUES THE ABOVE LICENSE TO: ERIC T WHITELEY .:.PO BOX 248 ::.WEST CHATHAM MA 02669-0.2'48 2967 02/28/14 119423 Fold,Then Detach Along All Pe bratiors r� <- The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street i Boston,MA 02111 www mass.gov/dia .Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeZibly Name (Business/Organization/Individual): \4 . VQ X n o n W +A t_ I-e �u F ��eA a Y, l c `7 n �— __ -d-dress City/State/Zip: Wes 4 C H A a 1 A m Phone o$ 9 9 - P 0 0 Are you an employer? Check the appropriate box: Type of project(required): 1.)�J I am a employer with q— d- ❑ 1 am a general contractor and I .employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in an it employees and have workers' y capacity.p y 9. ❑ Building addition [No workers' comp. insurance comp.insurance.= ` required_] 5. ❑ We are a corporation and its ME]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL. 12.❑ Roofrepairs insurance required_] ' c_ 152, j 1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: [U u s u U nit I w i-i t-c t s --I,,.s A- r)�� C� . Policy#or Self-ins.Lic.#:---w CC.— Z i f - b o 3 O ) Expiration Date: / 1 bl o/3 Job Site Address: \l a o s City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). . Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insuran"overage verification. I do hereby certify under : p a0e ;erjury that the information provided above is true and correct. Signature` Date: /d y ! Phone#: G 8) 9 — i) o o Official use only: Do not write in this area,to be mpleted by city or town offrcial. City or Town: ermit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk .4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: „r Client#:48736 VERNWHI ` [DAT:E(MM1DDfYYYY)ACORD., CERTIFICATE OF LIABILITY INSURANCE 0112012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER;AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME, cr N Karen A.Walther, CISR NAME: Rogers & Gray Ins. PHONE 508 760-4630 FAX No; 877-816/2156 A/C,No,Ext 434 Route 134 E-MAIL ADDRESS: kwalther@rogersgray.com - _::.-S-o trth'D ertrrirM A=O�•66 01i-60-1=-=:. _- - ,. — --- _ --_-- --_ __ INSURER(S)AFFORDING COVERAGE NAIL# 508 398-7980 INSURER A:Arbella Mutual Insurance Compan F17000 INSURED _ Wausau Underwriters Ins.Com an W.Vernon Whiteley Plumbing & Heating I INSURERS: Comp an c:Arbella Protection Cc 17000 Company, Inc. &Chatham Sheetmetal, Inc INSURER D P. O. Box 1266 West Chatham, MA 02669-1266 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AODUSUBRI POLICY EFF POLICY EXP LIMITS LTR IINSR I WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY A GENERAL LIABILITY 1 8500052832 10/0112012 10I01/2013.EACH000URRENCE S1,000,000 DAPAAG°TO RENTED X COMNIERCIAL GENERAL LIABILITY PREMISES(Ea occurrence 5300,000 CLAIMS-MADE L—J OCCUR i MED EXP(.4ny one person) S 15,000 _ PERSONAL&A.DV INJURY S 1,000,000 �- GENERALAGGREGATE - I s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X I PRODUCTS-COMP/OP AGG (S 2,000,000 POLICY X! PE F LOC I S 1 lEaCOMBINEDaccident)nt s1,000,000SINGLE LIMIT AUTOMOBILE LIABILITY 1020006346 10101/2012 10/01/2013 ANY AUTO I BODILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS X AUTOS I i BODILY INJURY(Per accident)I S NON-OWNED - I PRO DAMAGE S X HIRED AUTOS XIAUTOS - IPeraPERTY ccidenq iS A I X UMBRELLA LIAB I OCCUR � � 4600052833 10/01/2012 10101/2013I EACH OCCURRENCE �S4 000,000 EXCESS LIAB I I CLAIMS-MADEI j AGGREGATE I s4,000 000 DED I XI RETENTIONSO I S B WORKERS COMPENSATION WCCZ1126O053011 10101/2012i 10/01/2013:X IsTA�T IER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNE.R/EXECUTIVE Y I N E.L.EACH ACCIDENT s500,000 OFFICER/MEMBER EXCLUDED? N N I A (Mandatory in NH) I E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT S500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Plumbing, Heating, HVAC service & installation. CERTIFICATE HOLDER CANCELLATION Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S88017/M87928 TLH r , r , BP*-03329-QlK 94 ­13 2:43 Ill 33 QUITCLAIM DEED ke V i tv wi J2 KEVIN J. WISE, of Wallingford, Connecticut for consideration paid and in full consideration of One Million Twenty-Four Thousand & 00/100 ($1,024,000.00) Dollars grant to BRIAN T. DACEY, TRUSTEE of the Lake Isle Woods Development Trust u/d/t dated May 5, 1994 and recorded at, the Barnstable County Registry of Deeds in -Book bL&&y&Th Fes--- and in the- Land Court . he,cew,Th having a principal place of business at 3 Bayberry Square, Route 28, Centerville, Massachusetts. 02632 with QUITCLAIM COVENANTS the land situated in Barnstable (Centerville) , $a`rnstable County, Massachusetts, being partially registered and partially unregistered and described as follows: UNREGISTERED LAND: LOTS 3 & 4, the unregistered land portion of LOT 28 and LOTS 29 through and including LOT 53, the area lying between LOTS 30 and 31 shown as "Drainage Area# and the fee in Stillwood Drive, Crestview Terrace and Woodmere Drive all as shown on a "Definitive Subdivision Plan of Lots 1 and 2 as shown on L.C.C. 36669A and Unregistered Land in Barnstable, MA (Hyannis) Prepared for: Kevin Wise April 13, 1989 Scale 1" = 60"' which said plan is filed with Barnstable County Registry of Deeds in Plan Book 464, page 62. REGISTERED LAND: LOTS 3 through and including 27, the registered land portion of Lot 28 and the fee in Crestview Terrace, Stillwood Drive and Meg's Path all as shown on a "Plan of Land in Barnstable, MA (Hyannis) , being �- a subdivision of Lots. 1 and 2 as shown on L.C.C. 36669A and UJ LIJ unregistered land Prepared for "Kevin Wise April 13, 1989 Scale 1" Cc� � = 601" which said plan is filed with Land Court in Boston as Plan 36669-B (Sheets 1-3) . Said land is conveyed subject to and with the benefit of the following: 1. Drainage easement the location of which is shown on said plan; 2. Special Permit decision recorded in Book 6895, Page 277; 3. Covenant with the Barnstable Planning Bagrd, recorded in Book 6931, Page 101; 4. Easement to Norman H. Cook dated March 18, 1941 and recorded in Book 642, Page 449; 5. A stipulation dated June 25, 1971 being Document No. 154,729. 6. So much of the registered land as lies within the area marked "Way" on Land Court Plan No. 36669A is subject to the rights of all persons lawfully entitled thereto in and over the same. 8P:09329-0193 94-08-19 2:4 . #49833 Meaning and intending to convey all of that land conveyed to Kevin J. Wise in a deed from Ray Sprinkle Company, Inc. dated November 1, 1986 and recorded in the Barnstable County Registry of Deeds in Book 5381, Page 178 and as adjudicated in a decree recorded at Book 6915 Page 348 and as Document No. 410,569. For title,. see Certificate of Title No. 108650 and deed recorded in Book 5381; Page 178. EXECUTED as a sealed instrument this the 16th daQ�+of August, 1994. Le KEVIN ISE COMMONWEALTH OF MASSACHUSETTS Barnstable, so. August 161 - '\1Mj1 Iq.• . Then personally appeared the above named KEVIN J , O acknowledged the foregoing instrument to be his free before me, v,•�•. , o� Jy," d NOTARY PUBLIC iy' ' "' A My commission expire:;- • .N4 r '•.. ' IiEEIiS REG 01' ' ....._ . . PAR14STAPLE 94 TAX 08 CHCK 3 __.... 3295A000 14: 8 EXCISE TAX. w p BP:09329-0194 94-03-19 2:4 3 Wy-' ,:3 1 BARNS ABLE COUNTY REGISTRY OF DEEDS A TRUE COPY.ATTEST JOHN F.MEADE REGISTERN BARNSTABLE COUNREGISTRY OF DEEDS TY A TRUE COPY,ATTEST C.)ftin z JOHN F.MEADE,REGISTER t11Q1' BARNSTABLE REGISTRY OF DEEDS r '! a]Essmz O f NAP m PARCEL 51 ]DIES 2pNE A R®D1LS D-1 R[SDINCE c-1 C:v. NAv]53 PAINEL 9 NlHaunS NORTaA6 LOT COWIAOL AREw-EE5e0 sr. IA[A-as%01w HD NDAE THIN IB'fY POICDIT 50x1 Or THE TOM URKD AREA mWTAoc.Stl ETIWuoE - Sr WA dj CAAPNIC Sl'ALE N51M-12S "T 3[IeAIX-]tl IRRL",m a1P Mms Aw Am wwAm. IMSTAL4nW K p�p ERDArr SFTBAIX So SDE SFiMIX9-Ttl 5DE 15 91E CLEARING'. 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IA2YE A DATE APNIOKI> Il.]a sa NSS'M'1YE. siON y OPEN' �` u"•' e y SPACE 7 A _g 1T.R5 i q.ti u ta'%$ ]ow9 35 a41 an )m SIG.wi^I - 29'E I�,�N 1 34 ErcEHEHT ttl MD j '73 —,E Mao. 1L J.OY Y CY pRN : a�•E+7U S6eAim 'o09CV 1 33 y u.D .R-m 4 30 3 S•'^ 21•ao3Dq.R. 0.34 x OPEN ;PALE 8 1i d n>D m Nia"JYJ2'E 112TY 9 OPEN SPACE s� � a F Li NM'NpE ca.rw. R2 19Paa' R.2..0.T - �.12 u., L-Taa.3Y u. u !aA]._. Do IOLe9' Ca NSS'Ja'lYE WW L-39.06' L 1e�, fJ w R-9 aaG' �'L-Io20tl L-T T SeaS)'15Y I .9 „—MpR 2Ta9Y .. J+Sa' ort I ' DEFINITIVE PLAN Rol .'s'AT ��� R- � LANE ---(�I D wAY eo', , J 'i�"I OPENSPACE SiJBDIVISfi!r:� Ro.OET D.1 a' TTrN 1NJ I�NI irJl (HYANNIS k CENTERNLLE) •1pt2 Pi $ A BARNSTABLE , MASS. --- AROVKI fWw NBOYT E TE K LAKE ISLE NO WS ZYnEL OPMENT TRUST FOR a•Pa � m �" A P.D. BRIAN T. DACEY,TRUSTEEK � REDT m ,Ss m OIM IHD NO N'PEIL"AS wa32 R[CEILED N THE rMTI'DAYS LAKE ISLE SNOODS DEVELOPMENT_TRUST SUBSEOUENT TO SUW PFfflPr LAKE ISLE WOODS " A°"`D°�N4 SCALE: 1'-60' DATE:DUNE 15.199/ /, w LOT AS 9D1" r WI TAAI AND APPROVm pA "AttdiD 1 NTH na OPEx svA¢R[90 I BA%TER L NYE INC. -' oFVEw I Nw P 9AAHS5 B IHC u..ORDIH R REGISTERED LAND SURVEYORS or THE TpNN Di BARNSTABIE SHALL BE NRiNFA CIVIL ENGINEERS OSTERVILLE,MASS. BApNSTABIE NM CUM Ntosl-11 JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE, MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO. 775-6029 AREA CODE 508 e-mail:john@jwkesq.com June 21, 2013 Brian T. Dacey, Trustee Bayside Investment Trust P.O. Box 95 Centerville, Massachusetts 02632 Re: Opinion of Buildability Lot 34, Land Court Plan 36669-C 25 Dacey Drive, Hyannis, MA 02601 Our File No. 13-105 Dear Mr. Dacey: You have asked me to render an opinion whether Lot 34 as shown on Land Court Plan 36669-C is a buildable lot for zoning purposes. As a result of your request, I have caused the records at the Barnstable County Registry of Deeds to be researched. Based upon the results of this research, it is my opinion that Lot 34 is a buildable lot for zoning purposes. This opinion is based upon the following: 1. Lot 34 was created by a definitive subdivision plan under the Open Space Subdivision provisions of the Barnstable Zoning Ordinance approved by the Barnstable Planning Board on August 10, 1994 and registered with the Land Court Division of the Barnstable County Registry of Deeds as Land Court Plan 36669-C at the Barnstable County Registry of Deeds. A copy of said plan is attached hereto for your review. 2. At the time of the subdivision approval, all the lots on Land Court Plan 36669-C were owned by Brian T: Dacey, Trustee of Lake Isle Woods Development Trust. 3. On January 17, 2002, Brian T. Dacey, Trustee of Lake Isle Woods Development Trust conveyed Lot 34 on Land Court Plan.36669-C to Brian T. Dacey, Trustee of Emerald Investment Trust. Said deed is registered as Document Number 858,173 with Certificate of Title Number 164076. This transfer occurred during the eight year plan protection afforded under MGL c. 40A, Section 6. Lot 34 is the only lot on Land Court Plan 36669-C that Bayside Investment Trust has ever owned. Brian T, Dacey,Trustee June 21, 2013 Page 2 4. The schedule of beneficiaries for Lake Isle Woods Development Trust and Emerald Investment Trust reveal that the beneficiaries of Lake Isle Woods Development Trust are different from the beneficiaries of Emerald Investment Trust. There is no common ownership among the beneficiaries.. 5. Abutting Lot 29, which,is Open Space, was conveyed by Brian T. Dacey, Trustee of Lake Isle Woods Development Trust to Brian T. Dacey as Trustee of the Lake Isle Woods Open Space Trust. The beneficiaries of the. Lake Isle Woods-Open-Space-Trust are all the owners of lots within the subdivision. 6. Abutting Lot 35 was.conveyed by Brian T: Dacey,'Trustee of Lake Isle Woods Development Trust to the current ownerrBrian T. Dacey, Trustee of Bayside Investment"i"rust, by deed dated January 17, 2002 and registered as Docur-ient Number 858,173 with Certificate of Title Number 164077. A review of your trust records reveals that the beneficiary of Bayside Investment Trust is different from the beneficiaries of Lake Isle Woods Development Trust, Emerald Investment Trust, and Lake Isle Woods Open Space Trust. Ba,ed upon the foregoing, it is. my opinion that Lot 34 on Land Court Plan 36669-C is a buildable lot for zoning purposes because it was conveyed into separate ownership I frorn,all abutting lots during the eight year plan protection afforded by MGL c. 40A, Section n and has remained in_separate ownership ever since. 'The lot is a legally grandfathered, buildable lot for zoning purposes, If you have any questions; please do not hesitate to contact me directly. Very truly yours, ohn W. Kenney, Esquire JWK/mmc Enclosure fiOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel — �3 G�l�'�✓ ;,' Application # .. Health Division Date Issued !s Conservation Division Application Fee Planning Dept.5-r3 �. Wt %1!1, .D /��f-�y?�- Permit Fee aSw� � .7, Date Definitive Plan Approved by Planning Board 44 Historic'- OKH _ Preservation /Hyannis Project Street Address Village conyn�5 Owner �2 c"34` " Address�ok` �Tr ���. id Telephone z5-n-rs- 2(71-I b Permit Request Ln 4c.✓ of Square feet: 1 st floor: existing_proposed 2nd floor: existing oL proposed Total new tl Zoning District Flood Plain C_ Groundwater Overlay _ Project Valuation _Y;kn.000 Construction Typell"_L�r' Lot Size ���}7i`7S S'� Grandfathered: ❑Yes &No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Flo On Old King's Highway: ❑Yes &No Basement Type: j-Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) -KBasement Unfinished Area (soft) w Number of Baths: Full: existing new _� Half: existing nQ Number of Bedrooms: existing Jnew ,a r Total Room Count (not including baths): existing new First Floor Rooi i Count r Heat Type and Fuel: W Gas ❑ Oil ❑ Electric • ❑ Other Central Air: 4 Yes O No Fireplaces: Existing - New Existing wood/cIbal stove6 Y& WNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new -size_ Attached garage: ❑ existing 0 new, size _Shed: ❑ existing ❑ new size — Other: ZaxZl ' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes l,No If yes, site plan review# --- Current Use Laxd�r, Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number `7r1 Address a- License # Home Improvement Contractor# Worker's Compensation # 0Qr S C) �,?)® ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE a FOR OFFICIAL USE ONLY APPLICATION# ,DATE ISSUED; , ,,:- i ,F. 1,4fMAP/PARCEL NO. rt RADDRESS VILLAGE t OWNER DATE OF INSPECTION: FOUNDATION" ` FRAME (9) INSULATION' > a - FIREPLACE x ELECTRICAL: ROUGH FINAL x PLUMBING: ROUGH FINAL F -GAS: ROUGH FINAL k 4 INAL BUILDING a , DATE CLOSED OUT j K ASSOCIATION PLAN NO.' lo!"ti9 Uc - Department of Industrial Accidents b " Office of Investigations - 600 Washington Street Boston,M14 02111 5.= lv v rasa ov/dia Workers Compewation Insurance Affidavit: Buflders/Contractors/Electrieians/Fiulbers ARpHeant Llformation Please Print Legibly Name (Business/Organization/iadividual): Address: . City/StatelZip:69V I2R I U-9 /,Y 02S-4--,7, Phoue#: P't (a 00 Are you an employer?Check the•apprdpriate bay:- Type of project(required.): 1.❑ I am a employer with 4. I am a general contractor and I 6. [ New construction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 8• ❑ Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. workers' comp.insurance. g, ❑ Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work• right of exemption per MGL ME] Plumbing repairs or additions myself. No workers' comp. C. 152, §1(4),and we have no 12.❑ Roof repairs in.Mance required.] t employees.'[No v.Torkers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who.submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I arrt an employer that is providing ivarkers'compensation insurance for my employees. Below is the polky and job site information. ; Insurance Company y n Name: Policy#or Self-ins.Lic.#:_ Olt) � -_ Expiration Date: . Job Site Address: City/State/Zip: TMd� � 3� Attach a copy of the workers' corm n.sation pokey declaration gage(shoeing the policy aurnber and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition-of.criminalpenalties of a fine up to$1,500.00 and/or one-year imprisoninent; as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against the violaator. B6 advised that a copy of this statement may be forwarded to the Office of Investigatioss.of the DIA for insurance coverage verification. I do hereby certify trader th nd pleraalties of pert uY y that the in f or rnadan provided above is true land correct. Sig ature: tom_ -Date: I LI .Phone#: Off vial use only. Do not ivrise in this area,to be completed by cite or town offrcial. City or Town: Permit/License# Issuing Authority (circle one): 1.Board of Health 2.Building Department 3.City[To-wa Clerk. 4.Electrical Inspector s.Plumbing Inspector 6.Either . Contact Person: Phone#: Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy Sub Contractor Effective Date` Expiration Effective,Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 10/01/13 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 08/20/13 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 09/13/13 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/1.3 08/16/05 08/16/13 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/08/13 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 01/01/14 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 12/17/13 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 05/06/14 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 10/01/13 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 06/14/14 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 08/14/13 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 08/12/13 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 10/01/13 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 04/01/14 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 12/12/13 Wood Floor Specialists 508-888-3958 1 02/03/08 1 02/03/13 1 02/03/08 06/03/14 1 The Ohio Casualty Insurance Company 62 Maple Avenue, Keene, New Hampshire 03431 BOND Bond#601060800 KNOW ALL MEN BY THESE PRESENTS:That we Bayside Building, Inc. P.O. Box 95 Centerville MA 02632 Street Address City State ZIP Code (Full Name Itop line]and Address[bottom line)of Principal) (hereinafter called the Principal)as Principal,and, The Ohio Casualty Insurance Company with principal offices at. Keene,New Hampshire(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name[top line]and Address[bottom linel of Obligee) (hereinafter called the Obligee), in the penal sum of Two Hundred Twelve$00/100 (Dollars)$ 212.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the.Obligee for a License to Construct a single family home at 25 Dacey Drive, Lot 34 Centerville, MA 02632. Frontage 53'. for a term beginning on June 17, 2013 and ending on*June 17, 2014 (*strike out if license or permit is for an indefinite term) NOW, THEREFORE, if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto,then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below;but if said license or permit was issued for a specific term,and is renewed for one or more specific terms,this bond will be extended to cover such additional term(s) upon the execution by-the Surety of a Continuation Certificate, provided such certificate is acceptable to the Obligee. In no event, however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee iri writing ten (10) days in advance of its intention to do so. SIGNED,.SEALED AND DATED Bayside Building, Inc. By: The hio sualty Insur`nce Company y' By. Martha A. Kenney A orney-in-Fact S-3853 License or Permit Bond (Unnumbered) f 'C Principal: Bayside Building,Inc. POWER OF ATTORNEY Agency Name: DOWLING&O'NEIL THE OHIO CASUALTY INSURANCE COMPANY INSURANCE AGENCY Obligee: Town of Barnstable Bond Number:601060800 Know All Men by These Presents:That THE OHIO CASUALTY INSURANCE COMPANY,a New Hampshire Corporation,pursuant to the authority granted by Article IV,Section 12 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company,do hereby nominate,constitute and appoint:Kelly C.Bolton,Martha A.Kenney,Robert W.Miller,Mark McCartin,Nancy Soule,Joanne R.Sullivan,Kathy J.MacRoberts,Monica DaSilva of Hyannis,Massachusetts its true and lawful agent(s) and attorney(ies)-in-fact,to make,execute,seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS,UNDERTAKINGS,and RECOGNIZANCES,excluding,however,any bond(s)or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of said Company at their administrative offices in Keene,NH,in their own proper persons.The authority granted hereunder supersedes any previous authority heretofore granted the above named attorney(ies)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of said Company this 1 st day of December,2012. �tY INS& c?�µV oR9iR yn o =1919 o 0..0, M?" -4a3 Hl * *d Gregory W.Davenport Assistant Secretary STATE OF WASHINGTON COUNTY OF KING On this 1st day of December,2012 before the subscriber,a Notary Public of the State of Washington,in and for the County of King,duly commissioned and qualified,came Gregory W. Davenport,Assistant Secretary of The Ohio Casualty Insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Seattle,State of Washington,the day and year first above written. ... o.RiiFy°- , - NOTARY 2 PUBLIC iZ- a.,a O, •:.09.2,.•'c, Notary Public in and for County of King,State of Washington My Commission expires December 9,2013 This power of attorney is granted under and by authority of Article IV,Section 12 of the By-Laws of The Ohio Casualty Insurance Company,extracts from which read: ARTICLE IV-Officers:Section 12,Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bond,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of The Ohio Casualty Insurance Company effective on the 15th day of February,2011: VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds,shall be valid and binding upon the company with the same force and effect as though manually affixed. CERTIFICATE 1,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Company and the above resolution of their Board of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,1 have hereunto set my hand and the seal of the Company this 17 day of June 2013 �(Y INSV C" 0\Akv oqa R9y IT �c m o 1919 0 o �y1AM? 51��a David M.Carey Assistant Secretary f JOB �- /fins-we TAYLOR DESIGN ASSOC., INCcc SHEETNO. OF P.O. Box 1313 - ,� >� Forestdale, MA 02644" caLcuLareo ev Tel./Fax (508) 7904686 CHkKEO BY SCALE' y ......... M �Q.`.. .... Yacac�v . C..v..vt YS /L ;,., �!, b:�... .q ca4 PS;. ,..a-�,► ,.: za ps rJ { i .. .. _.. crc......... 00!q.psi..::r-�►r _............_. _: ._. .. , . .._ ... AA �S !mac�.-,4.• �� .......... + ,./:�y,,. . '404- :: ... .,.: zo ..(SEE Ate" .. iL a. _.Ak _ ...... .... •{ �G o :_.. ate'', " - -.t.o.. ..._. o.,...P ,.... cc,.".` - ,...= .. 7.P :.. : t o��?3 r , JOB . cm TAYLOR DESIGN ASSOC., INC. swEErNo: ? of P.O. Box 1.313 t=orestdale, MA 02644 CALCULAT§VBY DATE Tel./Fax: .(5.08) 790.4686 CHECKED.BY DATE SCALE,' t8 _ t7 :�z �t 4 Q p _... _ .....,, CJ.. ,a . - 4:Co t ...._ C .g �3 JOB m4w, TAYLOR DESIGN ASSOC.,:INC.. sNEErNo. P.O. Box 1313 - Forestdale, MA 02644 CALCULATEDAY T DATE j Tel./Fax: .(508) 7904.686 CHECKED BY DATE G .. SCALE . .....,.. . .. ... CQ y Q . 57 t..r . _................. _ ...........T_ ,.., .... r_... a.:.. Z1c►s�� tea ��Z:::C4® 4� s _..,.. at 33 P�.+ C s%� ... TAYLOR DESIGN ASSOC., INC. SHEETNO. of 0 Box 1313 Forestdstda ale, MA2644 CACCULATED:BY G`P DATE_Sp""Z�`P t Tel./Fax: (508),.790-4686 CHECKED BY DATE . tv tLt,v SCALE C �. . � _.GT..t'9:_... ._... - — t es 3T .. . ........, _.._. ,._. ,.... ......... ... �, �P .. t 7:.2. .. ...�:F 4...k.. - IKE ram, Town of Barnstable Regulatory Services t B '$ Thom�a7s�F.Geller,Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 w"Jown.barnstablb.ma.us Office: 508-862-403 8 Fax: 508•-790-6230 Propexty Owner Must Complete and Sign This Section If Using ABuilder ds a ecter of the subject J property herby authorize _ �v\C to act on my behalf, in all matters relative to.work authorized bythis building permit application for: (A d-ess of Job) Sig tur of O�. r a e Print Name Q:Fo Rh4 S:o W h BRP ERM IS S 1oN 3 Affidavit of Substantial Financial Interest I, �, �U of on oath .1 d se and state a follows: 1. 1 am an applicant for a building permit for the property located at Map , Parcel The address of t e property is U 2. 1 have % legal or equitable inte est 'n the real property which is the subject of the building permit app Ica Ion which is identified in paragraph 1 above. ��i 3. Within in the last twelve months from today's date, which is JU` ��3 , the following individuals or entities have had a 1% or greater legal or a uitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address y 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted '4 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable inte est. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, t s Lkay of _. 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT ` f46ssaoU$etfs- epartenerrt :p0#r'€d-safes; Board of BtiiLcft RegcsQQrs Stct j Construction Supt n isor Ucense:CS-005645 BRUN T PO BOX'95 ® £� '^ 'CENTERVILLE MA"02632 oraw ssianes 04/19/2014 .... ... .. ..- .. ..: - .. ... - �w J. ... g l � f t 1 2009 iEcc Energy Efficiency certificate Wall 21.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Window 0.34 Door 0.34 Heating System: Cooling System: _. Water Heater: Name: Date: Comments: REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being.claimed.Where compliance is itemized in a separate table,a reference to that table is provided. UPr".,° '�"' a 20091ECC Pre-lnsection/Plan'Review Plans Verified Field Verified � ' x : P Value �x Value. Com Pies? Comments/Assum tions r: °;rd -� �' >. .� '' -<, -,.s^ 103.2 Construction drawings and ❑Complies [PR1]l documentation demonstrate energy . � � ❑Does Not Comply: code compliance for the building envelope. ❑ ❑Not Applicable Observable �3 , F"�, .�,._ 103.2, ;Construction drawings and ❑Complies 403.7 (documentation demonstrate energy i ❑Does Not Comply [PR3]' ;code compliance for fighting and A P 9 9 ❑Not Observable mechanical systems.Systems serving ❑Not Applicable I multiple dwelling units must � demonstrate compliance with the *�'� � �� 4 :commercial code. - 403.6 >J Heating and cooling equipment is Heating: Heating: ;❑Complies [PR2]2 AW sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply loads per ACCA Manual J or other Cooling Cooling: :[]Not Observable approved methods. Btu/hr Btu/hr ;❑Not Applicable I I I 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: JOHNSON RESIDENCE Report date: 06/28/13 Data filename: Untitled.rck Page 2 of 7 RpA 2009 IECC Foundation Ins ection 'p Complies? � Comments/Assumptions: X 303.2.1 A protective covering is installed to i0Complies [F011]2 protect exposed exterior insulation :❑Does Not Comply and extends a minimum of 6 in.below;❑Not Observable I grade. :❑Not Applicable Snow-and ice-melting s 4,03.8 g stem y ❑Complies , [F012]2 controls installed. I❑Does Not Comply ❑Not Observable I I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: JOHNSON RESIDENCE Report date: 06/28/13 Data filename: Untitled.rck Page 3 of 7 ,;w* -s v - 'c ,ra ,e 3.' '. !+ F , r i�ii »' . 20091ECC' x Framing/FRough In Inspecfion-� Plans Uenfied r FieldwUenfied Gomphesl CommentslAssumptions Va ue Value ON 'sr U 64 �.. � 402.1.1, ,Door U-factor. U- U- ,❑Complies ,See the Envelope Assemblies table for 402.3.4 :❑Does Not Comply:values. [FR1]' ; ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area weighted U- U- ;❑Complies See the Envelope Assemblies table for 402.3.1, :average). I Thoes Not Comply:values. 402.3.3, 402.5 ❑Not Observable [FR2] ; j❑Not Applicable 303.1.3 U-factors of fenestration products are rt &f 2 * ITM $�'� ❑Complies [FR4]' :determined in accordance, theUP Mfi -]Does Not Comply! NFRC test procedure or taken from 6. ❑Not Observable the default table. j64$ ❑Not Applicable 402.3.5 '1Sunrooms enclosing conditioned ; U-„ ; U- ;❑Complies [FR8]' space have a maximum fenestration ;❑Does Not Comply U-factor of 0.50 in Climate Zones 4-8. ; ;❑Not Observable New glazing separating the sun room :[]Not Applicable (from conditioned space must meet code requirements. 402.3.5 ;Sunrooms enclosing conditioned U ; U- ;❑Complies ; [FR9]' :space have a maximum skylight U- ❑Does Not Comply; ;factor of 0.75 in Climate Zones 4-8. ; ;❑Not Observable I , :❑Not Applicable 402.4.4 ;Fenestration that is not site built is 3' " '❑Complies [FR20]1 'listed and labeled as meeting r t ' ❑Does Not Comply AAMAMDMA/CSA 101/I.S.2/A440 or []Not Observable has infiltration rates per NFRC 400 q �* ❑Not Applicable ' :that do not exceed code limits. _-.b„� ,�. �,a 402.45 `]IC rated recessed lighting fixtures ' ❑Corn lies 5 [FR16]? . f sealed at housing/interior finish and []Does Not Comply labeled to indicate 2.0 cfm leakage at []Not Observable ❑Not A 75 Pa. ; ., Applicable LI 403.2.1 ;Supply ducts in attics are insulated to ; R- R- ;❑Complies ; [FR12]1 R-8.All other ducts in unconditioned R- R_ ❑Does Not Comply spaces or outside the building ;❑Not Observable envelope are insulated to R-6. 1 :❑Not Applicable 403.2.2 ;All joints and seams of air ducts,air i A' ' Complies [FR13]1 :handlers,filter boxes,and building k0 , ❑Does Not Comply: 'cavities used as return ducts are M m �� � �_: []Not Observable sealed. []Not Applicable ; 403.2.3 Building cavities are not used for ❑Complies ; [FR15]3supply ducts. ❑Does Not Comply; M �� [:]Not Observable , Not Applicable 403.3 HVAC piping conveying fluids above ; R- R- ❑Complies FR1 z a 105°F or chilled fluids below 55°F '[ 7] ❑Does Not Comply t are insulated to R-3. ;❑Not Observable ; :❑Not Applicable 403 4 Circulating service hot water pipes are; R- ; R- ;❑Complies ; [F,R18]2 insulated to R-2. :❑Does Not Comply vo ❑Not Observable -. El Not Applicable 403 5jAutomatic or gravity dampers are ❑Complies ; [FR19]2 °installed on all outdoor air intakes and v , r°� ❑Does Not Comply �.�j� §exhausts. �❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 Medium Impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: JOHNSON RESIDENCE Report date: 06/28/13 Data filename: Untitled.rck Page 4 of 7 , t x°« ns Yenfied Field'Vened"fi � r 2009 IECC' Insulation Inspeotton Complies? CommentslAssumptions Value M Value TA, ,a r,.5, r.y': i�k"` ":a r c,,. a. :`� �� �'^i?�x'=z °' ,s.. ' 303.1 ]All installed insulation is labeled or the '.^ .' � ❑Complies [IN13]2- J installed R-values provided. ;❑Does Not Comply: ` ❑Not Observable ; , :, , ❑Not Applicable ,�- 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies table for 402.2.5, e ;❑ Wood ❑ Wood ;❑Does Not Comply:values. 402.2.E ;❑ Steel ❑ Steel :❑Not Observable ; [IN1]' ;❑Not Applicable ; 303 2, :Floor insulation installed per t , ❑Complies ; 402 2.6 (manufacturer's instructions,and in r� ❑Does Not Comply: [IN2]� I substantial contact with the underside ` r" ❑Not Observable ; of the subfloor. ti3 " � '_ lJ ❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a ; R- R- ;❑Complies ;See the Envelope Assemblies table for 402.2.4, mass wall with at least%of the wall ❑ Wood ;❑ Wood :❑Does Not Comply:values. 402.2.5 insulation on the wall exterior,the Mass ❑Not Observable [IN3]� ;exterior insulation requirement a ElMass ❑ }� lapplies. ❑ Steel ❑ Steel El Not Applicable _. I ; 303.2 "Wall insulation is installed pera �. �:'❑Complies 01 [IN4] manufacturer's instructions. []Does Not Comply g. Kell. ❑Not Observable []Not Applicable 402.2.11 ;Sunroom wall insulation has a R- R- ❑Complies ; [IN8]1 :minimum R-value of R-13.New walls :❑Does Not Comply: separating the sunroom from ;❑Not Observable ; conditioned space must meet code ; ❑Not Applicable requirements. 303.2 ;Sunroom wall insulation installed per ❑Com plies [IN9]' manufacturer's Instructions. �E ❑Does Not Comply l ❑Not Observable ❑Not Applicable 402.2.11 Sunroom ceiling minimum insulation ; R- R- .;❑Complies ; [IN10]' R-value of R-19 in Climate Zones 1-4, :❑Does Not Comply and R-24 in Climate Zones 5-8. ,❑Not Observable ; j ;❑Not Applicable 303.2 ;Sunroom ceiling insulation is installed e „a g f } ❑Complies , y w [IN11]1 per manufacturer's instructions. ❑Does Not Comply l ' . ❑Not Observable ; []Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) "2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: JOHNSON RESIDENCE Report date: 06/28/13 Data filename: Untitled.rck Page 5 of 7 20,99 ECC' Final Insp ction Provisions r P s Ue[ified � F d Verified Co�mphes,? yCo�mme A sumpti ns Value. Value 402.1.1, Ceiling insulation R-value.Where>R-; R- , R- w ;❑Complies ;See the Envelope Assemblies table for 402.2.1, I30 is required,R-30 can be used if Wood ;❑ Wood :❑Does Not Comply:values. 402.2.2 insulation is not compressed at eaves.:'❑ Steel ❑ Steel ❑Not Observable ; [FI1]1 R-30 may be used for 500 ft'or 20% :❑Not Applicable 4 ;(whichever is less)where sufficient ; space is not available. 303.1.1.1, ;Ceiling insulation installed per []Complies :: 303.2 manufacturer's instructions.Blown - *; ❑Does Not Comply [F1211 ;insulation marked every 300 ft'. r � ❑Not Observable de []Not Applicable ,. PP 402.2.3 ;Attic access hatch and door insulation; R- R- ;❑Complies ; [F13]1 'R-value of the adjacent assembly. :❑Does Not Comply: ;❑Not Observable ; El Not Applicable 402.4.2, ;Building envelope tightness verified ; ACH 50= ; ACH 50= ;❑Complies 402.4.2.1 by blower door test result of<7 ACH I :❑Does Not Comply [FI17]1 at 50 Pa.This requirement may ; instead be met via visual inspection, ❑Not Observable s :in which case verification may need to, ❑Not Applicable ;occur during Insulation Inspection. 402 4 3 Wood-burning fireplaces have �as � .❑Complies [FI8]2 gasketed doors and outdoor ❑Does Not Comply combustion air. Mgr ;�. N ❑Not Observable ❑Not Applicable 403.2.2 ;Post construction duct tightness test cfm cfm ;❑Complies [FI4]1 :result of 8 cfm to outdoors,or 12 cfm :❑Does Not Comply: across systems.Or,rough-in test :[]Not Observable ; 'result of 6 cfm across systems or 4 :❑Not Applicable 'cfm without air handler.Rough-in test ; ; verification may need to occur during ; Framing Inspection. ; 403A.V 4 Programmable thermostats installed IE]Not ❑Complies ; [FI9]2 aon forced air furnaces. a ❑Does Not Comply: I ; ❑Not Observable❑Not Applicable 403 1 2 ?Heat pump thermostat installed onComplies[FI10] heat pumps. t� r []Does Not Comply + ❑NotObservable Applicable 403.4 Circulating service hot water systems � ' ❑Complies ; 1 [FI11]zA have automatic or accessible manual El Does Not Comply: i controls. * ❑Not Observable f a ❑Not Applicable 403.9.1 Readily accessible switch on heaters "', ❑Complies ; [FI12]3 for swimming pools. ❑Does Not Comply: []Not Observable ; []Not Applicable ; 403.9.2 Timer switches on pool heaters and []Complies ; [Ft19]3pumps are present. �. �`, d ` ❑Does Not Comply: t, . ❑Not Observable ; '; K r `.'�=� k:❑Not Applicable 403.9.3 'Heated swimming pools have a cover. _ ,` ❑Complies ; [FI20j3 Covers on pools heated over 90°F � � � "".� °❑Does Not Comply _ are insulated to R-12. � � " to❑Not Observable ; y y4.''.a [:]Not Applicable ; 404.1 50%of lamps in permanent fixtures " ❑Complies ; [FI6]1 i are high efficacylamps. � � fi� ` '� ❑Does Not Comply: - Coll °21 ❑Not Observable ; +❑Not Applicable ; 1 High Impact(Tier 1) 11.2,1 Medium Impact(Tier 2) 13`Low Impact(Tier 3) Project Title: JOHNSON RESIDENCE Report date: 06/28/13 Data filename: Untitled.rck Page 6 of 7 Plans Verified Field Verified 20091EC Final] Pro ions ,, ,* uUalue 'x Value Complies,?, Comments/Assumptions k ' „ 401.3 Compliance certificate posted. [FI7]2 ` w � �. ❑Complies , PYa c a ❑Does Not Comply ❑Not Applicable 04 ab e 303.3 Manufacturer manuals for mechanical * , ❑Complies ; [FI18]3 (and water heating equipment have E 0 ❑Does Not Comply 1 r, .�' been provided. � � []Not Observable []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: JOHNSON RESIDENCE Report date: 06/28/13 Data filename: Untitled.rck Page 7 of 7 r REScheck Software Version 4.4.4 Compliance Certificate Project Title: JOHNSON RESIDENCE Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 2,158 ft2 Glazing Area Percentage: 20% Heating Degree Days: 6137 Climate Zone: 5 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 25 DACEY DRIVE BAYSIDE BUILDING,INC. CENTERVILLE,MA Compliance: 1.4%Better Than Code Maximum UA: 349 Your UA:344 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Cavity Cont. Glazing Assembly Area or or Door ILIA Ceiling 1:Flat Ceiling or Scissor Truss 2,158 38.0 0.0 65 Wall 1:Wood Frame,16"o.c. 1,800 21.0 0.0 81 Window 1:Wood Frame:Double Pane with Low-E 315 0.340 107 SHGC:0.00 Door 1:Solid 21 0.280 6 Door 2:Glass 42 0.340 14 SHGC:0.00 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,158 30.0 0.0 71 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed'n the REScheck Ins ection Check' Name-Title Sign ure Date Project Title: JOHNSON RESIDENCE Report date: 06/28/13 Data filename: Untitled.rck Page 1 of 7 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)I JOHNSON RESIDENCE25 DACEY DRIVE HYANNIS,MA Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)........ .................. .................................. ........... .........110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories <_2 stories RoofPitch ..........................................................................(Fig 2) ..................................................10 5 12:12 Q MeanRoof Height ..........................................:..........................(Fig 2)......................................;............18 ft 5 33' Q Building Width,W...............................................................(Fig 3).................................................. 48 ft <_80' BuildingLength, L ..............................................................(Fig 3)...................................................60 ft 5 80' Building Aspect.Ratio(L/W) ...............................................(Fig 4)..................... ............1 5 3:1 Q................... Nominal Height of Tallest Opening ..........................................(Fig 4)..................................................6'-8"5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete:...... .......................:................................:....:................................. ...... .:............ ConcreteMasonry........................,........................................... ...........................................I.................... N/A 2.2 ANCHORAGE TO FOUNDATION1,3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)................................................... 32 in. Bolt Spacing from end/joint of plate ............................(Fig 5 .................12. in. <_6"—12" Bolt Embedment—concrete.........................................(Fig 5)..................................................7 in. >_7° [� Bolt Embedment—mason ..........................(Fig 5 ............................... in.>_15" N/A Plate Washer...............................................................(Fig 5)...............................................>_3»x 3".x%11 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)...........................................—9'-0"_ft<_12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...............................:....................—ft 5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft <_d N/A Floor Bracing at Endwalls...................................................(Fig 9)............................................:::..................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ....:............................................(per 780 CMR Chapter 55)..........................3/4 in. Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field 4.1 WALLS Wall Height Loadbearing walls..... .........................................(Fig 10 and Table 5)..... ................8'-6"ft 5 10' Non-Loadbearingwalls................................................(Fig 10 and Table 5).............................18 ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in. 5 24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)............................................—ft <_d N/A AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78o cMR 5301..2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..........................................2x6-8 ft 6 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in'. Q Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11).............. .............................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft 0 Splice Connection(no.of 16d common nails)..............(Table 6)..............................................................6 Q Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7).............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................:.::............(Table 8)..............................................................3 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.5 11' Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.5 11' Full (Studs Height no.of studs Q 9 )...................................(Table 9)..............................................................3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in. 5 12' Q Sill Plate Spans...........................................................(Table 9)..................................—ft—in.5 12" N/A Full Height Studs(no. of studs)....................................(Table 9)............................... ..............................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"5 6'8" Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................3 in. Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10).......... ................... ............................4 Percent Full-Height Sheathing.......................(Table 10)......................................................26% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2... ......................................... ...................8'-2"<_68" Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Field Nail Spacing..........................................(Table 11).................................................::..12 in. Shear Connection(no.of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)...................................................17%for Q Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft s smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf .Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)...............................:................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)... ............................T= plf N/A Gable Rake Outlooker......................................... (Figure 20).............. ft s smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no. of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness...............................:........... ...............................................5/8 in. >_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)...........................................................8d Q JOHNSON RESIDENCE 25 DACEY DRIVE HYANNIS, MA,MEETS THE CHECKLIST IN IT'S ENTERETY Tj HEREFORE THE FOLLOWING_NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 im nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On.single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment v rb AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -WHEN THIS EDGE REM ON FRAMING USEBd NAIL$ AT6b;c. 11 If 11 11 li 1 1 If 1 I1 11 1 - I 11 11 V 11 I f N 1 f 1 11 t� IJ . 11 J 11 �j •� 1 n WUME EDGE _______ NAILSPACWG j PANEL See Detail on Next Page Vertical and Horizontal Nailing, for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7ao cMR 5301.2.1.1)1 w � r [ r [ [ 1 E z W� 1,1 1 fIIAMING MEMElm r r! EDGE EDIATE ♦r [ r z i [ � MIN. r [ --- ---i- ----�° '- - -----j- a--- STAGGERED 3' AWL PATTERN PANEL PAWL EDGE DOUBLE NAIL EDGfi SPACING DETAL Detail Vertioal and Horizontal Nailing for Panel Attachment D . ce%6=vA73 11-18-0M . 3s43 Ctrs 1VA76. RIM POLE LAW CMN I IE81Bt11f QUITCLAIM DEED _. . BRIAN T.DACEY,TRUSTEE of Lake Isle Woods Development Trust uld/t dated May 5, 1994 and recorded.with:the Barnstable County Registry..of.Deeds as Document No. . ; 622,093 and in Book.9329,Page 195,of P.O.Box 95,Centerville,Massachusetts 02632 y I. for consideration paid in the amount of ONE AND 001100(S1.00)DOLLARS, grant to BRIAN T.DACEY, TRUSTEE of Emerald Investment Trust uld/t dated.Jane 10, 1989 and registered with the Land Court Division of:the Barnstable County Registry of Deeds as Document No.493,552,of P.O.Box 95 Centerville,Massachusetts 02632, The land situated.in Barnstable(Hyannis),Barnstable County,.Massachusetts,bounded and described as follows: LOT 34 as shown:on a "Definitive Plan"'Open Space Subdivision in(Hyannis)Barnstable,. . .Mass. being a subdivision of Lots 3-28 as shown on L.C.C. 36669-B,:Scale 1" =60',.dated June .153 1994 Baxter &NYe, Inc. Registered Land Surveyors-Civil En in.eers Osterville, I Mass.:which plan is filed with Land Court in Boston as.Plan 36669-C. Subject to the"Drainage.Easement"as located:on the ground and shown on plan recorded in. Plan Book 505 Page 78. Said premises are conveyed together with a right to use the streets and ways as shown on said plan for all purposes for which streets and ways are noW or may hereafter be used in the.. Town of Barnstable,but reserving to Grantor the right to use said ways for all.said purposes and tol grant rights to others to use said ways.and.relocate said ways,provided said relocation . does not encroach on said lot or prevent the owner of said lot from reaching a public way, and which said reservation includes the Grantor's right to locate ways within the open space shown'on said plan subject'to'Planning Board approval:in order to connect said ways to ad'oinin land which.the.Grantor may J 8 wire in the future: ' Y�Q 1 Reserving to the Grantor the right to install and maintain:all public utilities,in,over,under, along and upon the private ways as shown on said plan; reserving also to the:Grantor the right to grant easements to public service:corporations for the:installation and maintenance of such public utilities in;under and upon said private ways,and anchors and guys to support: the lines.in said private ways and on:land adjacent thereto;reserving also:to the:Grantor the right tog rant easements to public*service corporations for the installation_and maintenance g 8� P.. . . . ... rp of necess ary equipment in, under and,:upon strips of land ten feet'in width abutting said private ways on said plan;reserving also.to the Grantor the title to all public utilities on said premises:and private ways. Said premises am:hereby conveyed together with the right to use the "Open Space" designated as Lots 29 and 44 as shown on said LCP Plan 36669-C and Lots 29A,29B and 44A.at :Plan :Book 505 Page 78 for recreational: purposes, subject to such: rules and r t . - .. ,:a _ .. I[ regulations as the Trustee.of Lake Isle Woods Open Space Trust tray at any time and from time to time specify. The Grantee,or his successors and assigns by virtue of the ownership . of said lot, shall become a beneficiary'of the Lake Isle Woods Open Space Trust subject to the terms and conditions as set forth in the aforesaid Trust; the primary purpose of which Trust shall be to hold legal title to,"control and maintain the.Open Space shown on the aforesaid plans. Said Open Space Trust being dated September 13;.1994 and being recorded as Document:No.624;121 and Book 9368,Page 167. By acceptance of:this deed, the Grantee, his successors and assigns shall be bound by,.the .. terms and conditions of the Lake Isle Woods Open Space Trust including the obligations to: pay such amount as shall be:assessed against said lot:by:said Trustees pursuant to the by laws of.said Lake Isle Woods.Open*Space Trust. The owner of said-lot shalt be personally responsible for any amounts assessed against sat. .': lot during_lie:period of his ownership of said lot,said assessments shall be a lien on said lot and shall be collected and enforced in the same manner as the lien for common area charges _. ofa condominium ass et: in Massachusetts General Laws;Chapter.183A. A certificate: . signed by any one of the. said Trustees of the Lake Isle Woods Open Space Trust that all assesstnents.have been paid in full shall be conclusive:evidence that there is nolien against said lot for.any assessed and unpaid charges for the period described in said.certificate. The premises,are subject to,and have the.benefit of a Special Permit from the Towm.of. Barnstable.Planning Board recorded with said Registry of Deeds as Document"No:622,548, as modified by Document.No:624;118 and Book 6895,Page 277 and as modified by Book 936.9,Page 146. The granted premises are conveyed:subject to the provisions of the Declaration of Protective Covenants; Restrictions, Rights and Reservations Governing Lake Isle Woods dated September 13, 1994 and recorded with said Registry as Document Number 624,122 and in I3ovk.9368,Page 196: The premises are further:conveyed subject to an Open Space Restriction and Easement to the - Town of Barnstable date d:September 13,.1994 and recorded with said Registry as Document No. 624,119:9nd in Book 9368;Page 156 and so much of the registered land as may be subject to a Stipulation dated dune 25;1971 being Document No. 154,729 and as ties within the area marked Way".on Land Court MO.No.36669A is subject:to the rights of all.persons :. lawfully entitled thereto:in and over the same. PROPERTY.ADDRESS: Dacey Drive,Hyannis,MA: l For title.see Deed recorded in Book 9329,Page 192 and registered.at:Certificate of Title No. 134960. . .... 1 WITNESS my hand and seal this /.' day of January,2002: Lake.Isle Woods e19.n3entTrust P B T. y, e COMMONWEALTH MASSACHUSETTS: .: Barnstable,ss: : January 1?;2W2 Then personally appeared:the above-named Brian T. Dacey,'Trustee;and acknowledged the: foregoing instrument to be his free act and deed,before me; . Public:John W. nney y commission expires: /28l05 TRUSTEE'S AFFIDAVIT 1,BRIAN T.DACEY,TRUSTEE of LAKE ISLE WOODS DEVELOPMENT TRUST u/d/t slated May 5, 1994 and recorded with.the Barnstable County Registry of Deeds in Book .. . 9329,Page 195 and as Document No.622,093,:being under oath hereby certify as follows:. 1 1: That I am the sole Trustee of the above-mentioned Trust; 2. That said:Trust has not been altered,revoked or amended and is in full fbroe: . .and effect; 3. That the beneficiaries of the:Trust.are of legal age,they are not disabled and : have all assented to the sale of the trust property,.and 4.. :::. That I am duly authorized on behalf of all of the beneficiaries of said Trust to convey.the property known as LOT 34 on Land Court Plan No. 36669=C, located:in Barnstable (Hyannis), Barnstable County, Massachusetts .for.. consideration in the amount of ONE AND 00/100($1.00)DOLLAR to Brian T..Dacey,Trustee of Emerald Investment Trust. 1 . Sworn to under the ins and penalties of perjury this., day of3 uary,20.02.. . I B ' n P,T.Dacey, tee' COMMONINVEALTH OF MASSACHUSETTS . Barnstable,ss.: January 7 ,2002: Then personally appeared:the above-named Brian T.Dacey,Trustee and acknowledged the foregoing:instiument to be his:free act and deed,before:me; :. =ommissionexp_,_ Public:John W.K2805 : . ANSTABLE REGISTRY OF DEEDS P P u 6 P P Western Surety Company , P P u P P P G LICENSE AND PERMIT BOND F For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P-4 312 8 314 P u P ® e u That we, R:a Wzi d e R u i 1 ding T n c , of the Village _ of Centerville State of Massachusetts , as Principal, L and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of B a r n s t a b l. , State of Mass a c 11 it s e t t.'; , Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of Two Hundred Dollars and no cents DOLLARS ($2 0 0 -0 0 ), (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed to construct a single family frame at 25 Daces DRive — Hyannis , MLA 0 2 6 0 1 go , f-1n r A 8 P by the Obligee. " NOW18NREFORE, if the Principal shall faithfully perform the duties and comply with the laws and orcixlanee ,(ancing, all amendments), pertaining to the license or permit, then this obligation to be void, other wise t ernp^W'win full force and effect for a period commencing on the 2 5 r h day of n�� = M a y ?r r n 1 and ending on the 9 5 t h day � , �9009 , unless renewed by continuation certificate. rThis bond rna be;terminated at any time by the Surety upon sending notice in writing to the Obligee and to th,, Atn Ipal in cir of the Obligee or at such other address as the Surety deems reasonable, and at the expira- tionacofzithirty=91 e 5) days from the mailing of notice or as soon thereafter as permitted by applicable law, whiclie vept�s'l t r this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 91; t-h day of May , 20 Principal Principal Couters ned WESTERN SURE TY CO NY r• h,FA, r• G P By By Don a l . S e v i o u r Resident Agent President u ACKNOWLEDGMENT OF SURETY P STATE OF SOUTH DAKOTA ss (Corporate Officer) F County of Minnehaha On this day of ,before me, the undersigned officer,personally F appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purpose therein contained,by signing the name of the torpor ' n by himself as such officer. ; IN WITNESS WHEREOF, I have hereunto set my hand and official se P 9 P J. RHONE s P NOTARY PUBLIC �� S nSEAL SOUTH DAKOTA sL ;� otary Public, South Dakota My Commission Expires 6-12-2004 Western Surety Company • 101 S. Phillips Ave. P Form 849-A—12-97 Sioux Falls, SD 57104 9 1-605-336-0850 ' f U ACKNOWLEDGMENT OF PRINCIPAL G u (Individual or Partners) , F STATE OF r F ss U F ' County of f F U On this day of ,before me personally appeared G U F ' F ' G ' F ' c e G a known to me to be the individual_ described in and who executed the foregoing instrument and G G U G acknowledged to me that_he_executed the same. G U My commission expires I, r Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF e ss County of On this day of ,before me, personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires Notary Public , G F \ n n �\ n ' L r C� r ' � F F a U F G• F A ", 0 F G F ° G D 01 Z G D Q+ G N O -p r r a ° n a� F e ° Z Z F � F a o , 6 , ok TOWN OF BARNSTABLE BUILDING PERM ATION v � Map o)Sa Parcel Q 5 D 3,) 2001 Armit# IE;91 910 Health Division � " y� ✓l/� • ate Issued 24C6 -- F Conservation Division ee_ �..>�� CO � v �•' Tax Collector � �� ,t C, P TIC SYSTEM MUST BE _� II^� awLLl Treasurer— J 16V COMPLIANCE Planning Dept. WITH TITLE 5 IENTAL CODE AND _ A j �Y� Date Definitive Plan Approved by Plann n Board OU LATION,3 Historic-OKH Preservation/Hyannis Project Street Address fic Y �/� eVV 3 Y Village N,U Owner dress Telephone 77 - C>\ Permit Request C>N Square feet: 1st floor: existing propose 2nd floor: existing proposed Total Total new Valuation �sa a 56 Zoning Dis rict D / Flood Plain C Groundwater Overlay ,- Construction Type Yp fln 1 Lot Size �/, /a�' Grandfathered: W,' es ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Gd' Two Family ❑ Multi-Family(#units) Age of Existing Structure e1YW Historic House: ❑Yes M401 On Old King's Highway: ❑Yes ®<0--- Basement Type: O'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Id-7Y Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new :7 First Floor Room Count 5— Heat Type and Fuel: LU Gas ❑Oil ❑ Electric ❑Other Central Air: O'Yes ❑ No Fireplaces: Existing New / Existing wood/coal stove: ❑Yes R11101- Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing W new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Aut horization ❑ Appeal# Recorded❑ Commercial ❑Yes If yes,site plan review# Current Use- Proposed Use BUILDER INFORMATION Name l J Cup �.Q� 9 Telephone Number 7 7/— t 6 YU Address y q�`�� License# _ (�® 5 Home Improvement Contractor# Worker's Compensation# 72 d l O VY ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ��.r�•► LG�/L[.�i SIGNATURE DATE _J l2`,IL4 I r t y FOR OFFICIAL USE ONLY PERMIT NO. - 4 DATE ISSUED ` MAP/PARCEL NO. ~ ti ADDRESS f- -VILLAGE - OWNER ' DATE OF INSPECTION':; FOUNDATION ; FRAME INSULATION �t yAIN FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING:'" ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING ' y DATE CLOSEDFOUT ASSOCIATION PLAN NO:Ii !r� " r . r F - i ' ESTIMA TED PROJECT COST WORKSj�EET Value LIVING SPACE 15/s . foot `I (high end construction) 0 6 square feet X$1 q 17 (above average construction) square feet X$96/sq. foot= (average construction) square feet X$571sq. foot= �, square feet X$25Isq. foot= 0,5 GARAGE (UNFIMSHED) . PORCH square feet X$20/sq. foot= et X$151s . foot= 0V0 DECK 3 square'feet q OTHER square feet X$??/sq. foot= Total Estimated Project Value i u � � t MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-21-2001 DATE OF PLANS: 4/01/01 TITLE: LOT 34 DACEY DRIVE, HYANNIS PROJECT INFORMATION: LAKE ISLE WOODS COMPANY INFORMATION: BAYSIDE BUILDING, INC. COMPLIANCE: PASSES Required UA = 604 Your Home = 524 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 2052 30.0 0.0 72 WALLS: Wood Frame, 24" O.C. 3108 19.0 0.0 182 GLAZING: Windows or Doors 489 0.350 171 GLAZING: Skylights 54 0.450 24 DOORS 21 0.350 7 FLOORS: Over Unconditioned Space 2052 30.0 0.0 67 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: •The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 1250 of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date Lll .MAScheck„INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 LOT 34 DACEY DRIVE, HYANNIS DATE: 5-21-2001 Bldg. 1 Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 24" O.C., R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location SKYLIGHTS: [ ] 1. U-value: 0.45 For skylights without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0.35 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-30 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s). air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and. floors. MP,TERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20%s of the heating energy is from non-depletable sources. Pool pumps require a time clock. ( ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5=4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 1.0 1.5 2.0 v� 140-160 0.5 I 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) ------------------------- 3 QIDac�wti : SSE t-leLE FAM tL`{ LSE tit otJ B/SG1L uER>` q o �- - VAA L-y Fww x i►� =33c�GPD LoT �4 ,.- � �c.�.�r �Q,�., 3 SFi"TtiG TAh4Y �c�><?oo��3 ';OD . U.5F t r740 6S,AL. d'PvG Pt tl G�tf1G 5`(�57� VEfk,." a?cQutvALzo-) : --- - - -- l}SE — AFFU v�ST. -33-) ,(PP(-lGAl10N t1¢�l D�St�N PLAO. VIt-=yv L i c�AMB��S IFO -roll . A¢ 4 = .Zr�c .i2.- �= p ¢GoC 1•Z'io�.! PAS L S'u'cl/�Nc1 t ` 2` 3 ticax ,, H 14 ... w,5c ' STEPH q�yG ✓ o +� uE. ALLYN J�• i -- 51" . cn021 j 1 i2 C77--SE TtoN o F Gt Ain �f� �4,c�, GlSTER�' \`ji sS�CNAI �t (-(� .50 TC` �1.0 Pve- `-- Loft nn.'I Sc 4o 1 eta[ t �7 . ��•te LsdG�t. CHAMP cz5 7.o �i,ti .4. a t= .. a j g SIZWE.B,dSE T�►L. } h pR�e �,Q.gvEL F _es..: -- MeflIUM t}f r ♦� A!q I ,#6iN� cF NoCdL�r � D R OT PL1a " . ar 1 EL = o� r7�' 1 - FGtSiE�ca Q� Lnl�Tlc�t r-� �-r� � tfe WA7i=2z- �kS'� CCVIC +: _ 95 'L 99 /DTI I=V T"61T rd E 1{8��iJ CLy41Ft-`f5 �./Tiik ..Ti4E SiDEt.��,l� A>•I� ��+,.1 �L- ,SOS LtLU� L�12T �i-/siJ. 3�1�1�9 ::B V. �U 17-GA4;WT DF . 'C�t� -m µ/r� aF JIIAF 25'Z .FAPG>:-i- 7$A�5FrZLE ►�D tS t1Dr'lla=1�T� W1TtittN A AL Z17t�E. BAXT�ZZ f HYM I"C- _ 9�, cf=F 5Gn-S V=01A $u t LXA N&s SNax� "or P .a�. QppL1 G6 NT, uStD �7kE.ca�u t�opy Lt�.ie`S. ,�� SIDEi1��vi1G (� • Pp r �171' 11'I'/////lrrlJl/.'r'IJ��� r/ �lr/.I.I.Ir i�/J.I/'%/,I BOARD OF BUILDING REGULATIONS r� License: CONSTRUCTION SUPERVISOR �A Number: CS 005645 lid Expires: 04/19/2002 no: 18679 Restricted BRIAN T DACEY _ 62 FERNBROOK LN CENTERVILLE, MA 02632 Administrator 00-35,000 cf enclosed space (MGL C.112 S.60L) 1A-Masonry only 1G-1&2 Family Ilornes Failure 10 possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DIG SAFE CALL CENTER: (888)344-7233 r 1 COMMONWEALTH OF N ASSACHUSETTS — DErAIU7vfEN7 OF INDUSTRIAI_ACCIDENTS 600 WASHINGTON STREET ame's Camcoe�: BOSTON, IYIASSACHUSMS 02111 �:om.m:ssicne' WORKERS' COIffl'E NSATION INSURANCE AFFIDAVIT (licenser/perrniacc) with a principal place of business/residence ac: (City/St31c/Zip) do hereby certify, under the pains and penalties of perjury, that: 19 12m an employe: providing t}rc following workers' compcnsrdon covcragc for my employers working on tills job. A/op-T#CRAI 1Ns arc;# A/ Tc l—q_/y_11 D q / _ Insurance Company Policy Numbcr ( ] 1 am a sole proprietor and havc no onc working for mc. O I am a sole proprietor, general contractor or homeowner (circle one) and havc hired the contractors listed here« who havc the rollowing worlccrs' compensation insurance polio 10 hi ` 'J 1 M /3 o l(1- d/'iIG . 547F 47W IV-D 511EE PS Name of Contnctor Insur-ance Cornpany/Policy Nurnbc: Namc of Contractor Insunncc Cornpany/Policy Nurnbc: Namc of Contractor Insurncc Cornpany/Policy Nurnbc: 0 1 am a homcowric. performing all the work myself. NOTE: Please be aware that while homeowners who employpersoes to do maintenince, construction or repair worst on dwelling of not more than three units in which the homeowner also resides or on the grounds appurtenant thereto arr not generz!)} considered to be employers under the Workers' Compensation Act (GL C 152 sect- 1(5)), 2pplic2tion by a homeowner for a Iice_se or permit ruav evidence the legal sutus of an employer under the Workers'Compensation Act_ I undo-stz-nd that a copy of this statement will be forwarded to the Depar-:e::of Industri:)Acddents'Office of Insunnee for cove: ven;ic::ion and tha flure to secure eovenge al'c9uircd undo Section 35A of!v1GL 152 ern lead to the imposition of criminal pr^.i eor.sisiing of a fine of up to S1500.00 and/or imprisonment of up to one yG.::rsd civil pen:ldes in the form of a Stop Work Ordcr fine of S 100.00 a d:v 2gairs: me. Signed this dry of , 19 Liccnscc'pumirtcC Liaosor/Pcrrnittor i - SUBCONTRACTOR' S INSURANCE BAYSIDE BUILDINNG: (L) ZURICH - SCPM31195788 (W) NORTHERN INS N.Y. - TC1 91911041 ENGINEEER: BAXTER & NYE ENG: (L) KEMPER 7CQ27676000 (W) EVANSTON INS - AE802232 WELLER & ASSOC: (L) NAT'L GRANGE MUT. - MSP45246 LAND CLEARING: PETER GOVONI : (L) CNA INS CO C179997230 (W) ,CNA INS CO - WC179997244 EXCAVATION & SEPTIC: ROBERT J. OUR (L) U S F & G 1MP30109550901 (W) U S F & G - 771521695 NORTHERN SEALCOAT (L) TRAVELERS - 660364K8342 (W) LIBERTY MUTUAL - 312446298044 FOUNDATION: GARDNER CONCRETE FORMS : (L) ST. PAUL - BFS00000169269 (W) ST- PAUL - 7717171998 WELLS : DENNIS SCANNELL (L) TRAVELERS - 660873E5627COF92 (W) WAUSAU - 151300062926 4 CELLAR/GARAGE FLOORS : MASON WORKS : (L) TRAVELERS - 1680204Y4465TCT FRAMERS : ROBERT DORRER: (L) TRAVELERS - 680526K991A (W) ST. PAUL FIRE & MARINE INS CO. - 6S16UB-510X322-3-99 MIKE DUFFLEY: `(L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL - WC1312492127024 DAVID HILL: (L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL WC1312492127024 MASON: SHERMAN, WAYNE: (L) COMMERCE INS CO - N60689 (W) WAUSAU INS - TO BE ASSIGNED FERNANDES WAYNE: (L) HINGHAM MUTUAL ART9800896 DANNY TORTORA: (L) 'ZURICH - SCP 31874051 (W) WAUSAU INS - TO BE ASSIGNED GAS PIPING: BAYSTATE PIPIMG: (L) CRUM & FORSTER - 5031766863 (W) CRUM & FORSTER 4086081999 ELECTRICIAN: CHAVES ELECTRIC: (L) MISC. INS . - ZDN5245913 (W) MISCELLANEOUS INS CO. - WCP0006299 AMES ELECTRIC: (L) NORTHERN INS . - NBF418165 (W) AMERICAN EMPLOYERS- QBH208297 BAYSIDE ELECTRIC : (L) ST PAUL INS . - BFS00000400422 (W) EASTERN CASUALTY - WC98695063 PLUMB & HEAT: WHITELY PLUMBING: (L) TRAVELERS - 660365K1782COF9 (W) -EASTERN CASUALTY - POLICY IN MAIL ALARM SYSTEM: BALTIC SECURITY: (L) HANOVER INS - PAC105393 (W) WORKERS RISK - WCS-80414040 INTERCITY ALARM: (L) FIRST FINANCIAL FF0131 G400831 (W) COMMERCIAL UNION - CB0743379 CENTRAL VAC: VACUUM HOUSE: MERRIMACK MUTUAL - SBP1608045 INSULATION: MAP INSULATION: (L) AMERICAN STATES - 02CC326435-3 (W) U S F & G - 7711099932 SHEETROCK: MEL REED: a (L) WORCESTER INS - CB817530 (W) COMMERCIAL UNION - CBH557387 INTERIOR TRIM: DAVID' S REMODELING: (L) CGU NBFB40738 M & R CARPENTRY (L) MARYLAND INS . GRP-. SCP30235965 (W) CIGNA PROP & CAS . - C80049997 K FITZPARRICK: (L) MARYLAND INS. GRP- SCP30235965 .(W) CIGNA PROP & CAS . - C80049997 OAK INSTALLER: ROBERT BUDDEN: (L) COMMERCIAL UNION - NBF824090 (W) LEGION INS . - WC30024039 PAINTING: CAMPBELL PAINTING: (L) TRAVELERS - 1680251K4083COF (W) ASSOC INDUSTRIES OF , MA. MUTUAL - AWC 7000126-01-99 GARAGE DOORS : ALL CAPE GARAGE DOOR: (L) U S F & G - BFS000000348188 (W) TRAVELERS INS CO - 1810336H8138T1A99 STORMS & GUTTERS : ALUMINUM PRODUCTS : (L) CNA INSURANCE - 1074079839 (W) CNA INSURANCE - WCC174080411 OAK FINISHER: AMERICAN FLOORS : (W) EASTERN CASUALTY - WCV3001745. CARPET, VINYL & TILE: CARPET BARN: (L) TRAVELERS - 1680625Y1691TILOOS (W) MA. RETAIL MERCHANTS - 8100-06 TILE INSTALLER: TONY AVERINOS :. (L) ASSURRANCE CO. CFP26528977 (W) HARTFORD FIRE - 77WZCY2409 • WIRE SHELVING: ' CAPE COD CLOSETS: (L) ARBELLA - NBF8410782 (W) TRAVELERS - , 7PJUB-521X529-4-99 , APPLIANCES : KITCHEN APPL MART: (L) FIREMENS FUND - AZC80453098 (W) HARTFORD INS CO 77WZNB1603 MIRRORS & SHOWER DOORS : L & M GLASS: (L) COMMERCIAL UNION - CBR409003 (W) U S F & G - 0071439933 LANDSCAPE & SPRINKLER: COY' S BROOK: (L) TRAVELERS - 6880937D0453 (W) RENNAISSANCE INS - TBD DRIVEWAYS : NORTHERN SEALCOAT: (L) MARYLAND CASUALTY- EPA18716945 (W) THE PHOENIX - UB387K530 SUSP ENDED CEILINGS: ATC CEILINGS: (L) TRUST INS CO - TMP1005666 r (W) SAVERS PROPERTY = WC0000873 RUBBER ROOFS : CAZEAULT CO. (L) AMERICAN EQUITY - ACC 060106R-1 SIDEWALLER: STEPHEN CRESSWELL: (L) MARYLAND INS - SCP29031342 r Y SMOKE DETECTORS iAR NST BL BUILDING DEPT i II I I i�J II IP, ED uH ~I_ =; n� I � ��, � I 'II IJ J -- i - ;c' I __ �—i .,�I I iIL _ c - � • 1 il ' I i I -1 i I I a G i a 'Ell I I I rn I I i i FF' ?I(i lid i lid IJ i j I ! �� I Il 11^i�1i ► I II ik - �� -►� I ! I III 1 1 ► -L I; � _�11I ! _ J j ! iI ► !iIII ! �I � � �iiil iil; ! �. , fli 1iiIjII � bl � l. � � � 1 � , n11 �� 7 � � lll I i i I � I i I � ii- ! I' I i I I f III -• Ell f l � I I I I [Til I � I N .I N 'I ►1 I it it i �- -_ , �� I f f f ;'1. - ( -5' = 39 �/{. :i � '/; i .�vS/G- �r ,I �i'• n0 '�';�I 1 ' G_.�., =.�Y•-- �. �'�/� YJ � . 1'14 ' ll I I A i — � I �....mac_. - —•- --- - --- '- C �",L '^ O 00 �- I =vw I I _. Ylti-•_ Jam, `L' � � III _I OI JI v A-4-6v4 —+t��i� =S'i<<Ii� Zlj`-,1 �•t{� c � _ art~=�.-P-� 7n1 � i 1 ^`:_f, .,�, I '�-i• I. _1 3� i �� I s c .. ;�./ I -13�:.-.....-.:�:� J `C? ogL:�l 0 I ����' Gk-'•.�Qx�_ L tit 71 — i _ al •� 'i JI ' i `fit ✓:J �--..�.�. _ � �{ �/>- /�C=:7. i�Iy 2•�.=rJ�:' .SLA:� J I!- - --- - - --- -- it IJ ' I :u I O , -'' I1- G'-- i_ �'-r,• G.-I t' G'_i i�Si 1 I \"' I .-c. .+.-�`^S�=-.: �;�,I.�7.J I:.!n ` `�.� ^� 2-�•'t' X Z-�' 1:1.�l I+.1�i S I ' �1 I 1: �„ I I 'I �.,rr �• -- n .� o �l S.. -_- �ice: lJ'•�r s �i�� � � � L7'o i it So?=1- wt V=vTS-. '� — \c�o� _•..�^ _,.,G @�I:a j I i i .� ... ���=�..t_ _=. i304;c...7� --� -�? q?'1`ll�:'»tV -- i- rL �� it L CD r oQ O 1Zc /Az-SS JJ THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I MF � TOWN OF BARNSTA PERMIT EXTENSION ,GRANTE ' PARCEL ID 252 051 030 GEOBASE ID 434 j ADDRESS 25 DACEY DRIVE ] LOT _ 34 - BLOCK DBA DEVELOPMENT PERMIT 58205 DESCRIPTION NEW 3BDRM PERMIT TYPE BUILD TITLE NEW RESIDE CONTRACTORS: BAYSIDE BUILDING, INC +� ARCHITECTS: PERMIT EXTENSION GRANTED I TOTAL FEES: $80.1.75 BOND $.00 CONSTRUCTION COSTS $250,565-00 101 SINGLE FAM HOME DETACHED 1 PRIVATE BLE, * >�►.ss. 1639. BUILD^ N� ISI�N BY %— `—/ DATE ISSUED 01/04/2002 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS.ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS-THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. s BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. Bayside Building, Inc. P.O. Box 95 • 3 Bayberry Square • Centerville, Massachusetts 02632 Phone: 508-771-1040 FAX: 508-775-0155 June 21, 2002 Mr. Tom Perry Building Commisioner Town of Barnstable 367 Main Street Hyannis, Ma. 02601 Dear Sir: I am writing to request that your office extend our building permit for #25 Dacey Drive, Centerville. The permit, which was issued on Jan. 4, 2002, expires on July 4, 2002 . We would like to exercise our option and extend the permit for 6 months through Jan. 4, 2003 . I thank you for your anticipated cooperation in this matter. Sincerely, Brian T. Dacey Bayside Building, Inc . \ 21/1995 01:11 918028624926 PAGE 02 Affidavit of Substantial Financial Interest 1, 13R//3x/ ?" D,4c eY of f3/t Y5 //)�• V 1LJ)1u6 , IV(— , on oath depose and state as follows: 1. I am an applicant for a building hermit for the property located at Map Parcel 051. 03b . The address of the property is 2 Y/ i VE HVAAI S 2. 1 have i0 0 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above." 3. Within in the last twelve months from today's date, which is iA/0 the following individuals or entities have had"a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months from , todaY's date which is ��/�� , I have had a 1% or greater legal or equitable Interest in the following properties which have been the subject of a building permit application: Map/Parcel Address E s F-F TT +�� LI 5 1 5. Within this calendar year, I have. submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. s 7. Within this month, I have submitted _ building permit applications for property in which I have a 1% legal or equitable interest. 8.. Within this month, I have received 3 building permits for property in which I have a 1% legal or equitable interest. / Signed under the pains and penalties of perjury, thisW day of\QnUr Y-Y , 200 2, , 2001-0050/affln 1 Q/LOTTERY/AFFIDAVIT r a BAYSIDE BUILDING PERMITS OBTAINED SINCE 1/08/2001 1 18 29 SEAFARER LN HYANNIS 273 246 ' 2 16 56 STARBEAM LN HYANNIS 272 193 . 014 3 140 66 KILKORE DR HYANNIS . 272 193 . 024 4 26 70 FLOODTIDE LN HYANNIS 272 006 . 004 5 31 5 HARVEST LN C'VILLE 209 P of 67 6 80 1 FLUME AVE M MILLS 61 010 . 001 7 14 68 FLOODTIDE LN HYANNIS 272 006 . 002 8 19 73 FLOODTIDE LN HYANNIS 272 006 . 007 9 22 69 FLOODTIDE LN HYANNIS 272 006 . 003 10 90 2 FLUME AVE M MILLS 61 010 . 002 11 102 75 KILKORE DR HYANNIS 272 010 . 008 12 161 14 FLUME AVE M MILLS 61 006 . 001, 13 6 67' FLOODTIDE LN HYANNIS 272 013 . 005 14 185 12 FLUME AVE M MILLS 61 013 . 007 15 81 6 ACADIA DR M MILLS 58 193 . 015 16 47 4 ACADIA DR M MILLS 58 193 . 016 17 24 57 STARBEAM LN HYANNIS 272 013 . 012 18 27 58 STARBEAM LN HYANNIS 272 11 19 12 12 ACADIA DR M MILLS 58 013 . 009 20 240 7- CONNERS RD C'VILLE 251 013 . 004 21 70 9 ACADIA DR M MILLS 58 013 . 006 22 31 3 ACADIA DR M MILLS 58 013 . 013 23 63 1 5A ACADIA DR M MILLS 58 013 . 006 24 19 2 ACADIA DR M MILLS 58 010 . 011 25 255 6 CONNERS RD C'VILLE 251 P of 169 26 121 .17. FLUME AVE M MILLS 61 010 . 011 27 151 '15 FLUME AVE M MILLS 61 010 . 009 28 7 11 ACADIA DR M MILLS 58 013 . 001 29 32 11 ACADIA DR I M MILLS 58 013 . 011 i i TOWN CE BARNSTABLE. BUILDIRQ PERMIT PARCEL ID 252 651 030 GEOBASE ID 43475 ADDRESS 25 DACEY DRIVE PHONE 11YRAW 15 ZIP LOT 34 BLOCK LOT SIZE DBA- - - . _ --DEVELOPMENT - - - .w _ -DISTRICT PERMIT 40085 DESCRIPTION CONSTRUCT NEW.`SINGLE FAMILY HOUSE PERMIT TYPE BUILD TITLE NEW RRSIDENTIAL BLDG PMT j CONTRACTORS:' BAYSIDE BUILDING, INC Department of Health, Safety I ARCHITECTS: and Environmental Services TOTAL FEES: $352.08 BOND ..$.00 Ox T11E CONSTRUCTION COSTS , . $113,575,00 101 SINGLE FAM HOME DETACHED 1 PRIVATE P GAF E., ; * ELAMSTABLK • 659. Ep Mpl BUILDIN V SIO BY DATE ISSUED 07/30/1999 EXPIRATIQN DATE w; r .<. ' 'TOWN 10 BARNSTAI�I,E J .BU.LLDINC PERMIT PAR019LA ID 262"651 030 R° GEOBA.SE ID 43475 ADDRESS2 DA EY DRIVE : PHONE f{ ' YANAl i S }, Y ZIP' LOT 34 BLOC kl LOT SIZE DBA >, DEVELOPMENT DISTRICT HY" i PERMIT 40035 DESCRIPTION CONSTRUCT NEW SINGLE .RAMILY HOUSE PERMIT TYPE BUILD TITLE NEWRESIDENTIAL BLeDG PMT 'GONTRACTOR a: BAYSIDE BUILDING, INC Depar"tmentbf Health, Safety A = and Environmental Services TOTAL ry T s '}?, 3 .$352-.06 .. 'n $.00 CONSTRUCTION COSTS $113 a a75.00 101 SINGLE FAM HOME DETACHED PRIVATE � -- STAB #, MASS. 039. l .a BUILDINGS, ISION BY DATE ISSUED 07,/30,/1999 EXPIRATIRI, DATE THIS PERMIT CONVEYS'NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY-PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE.APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS; HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MFOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. ECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL'INSPECTION BEFORE`OCCUPANCY. POSTTHIS CARD SO IT IS VISIBLETROM STREET--: BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK.SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON.THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. i i i �4 i i a i i I f I P TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o�504.� - Parcel �5�... �' R - Permit# ' SEPTIC SYSTs r, , �� vi �11UST Dr)ate Issued "Health Division W! INSTALLED 1N C017 RLIANCE Conservation Division WITH TITLE 5 Fee 13Sa ! 1R0.fdf'taEe,i Im C C D E A1+ 0 Tax Collector aa Treasurer , Planning Dept: c •� O�-�N y� C r �p Date Definitive Plan Approved by Plann Board X-if S 1Z­J(,—vcSe Historic OKH Preservation/Hyannis ` ProjectStreetAddressS �Y1605�y t>/ZI CAEV GQT 3Y� Village 1 YMN�ClI Owner Address Telephone '2 7 -- .16 W) ` Permit Request 76 4 Square feet: 1st floor:existing proposed 2nd floor: existing proposed W Total new dO4-.— Estimated Project Cost /13,5?S Zoning District Lb_ Flood PI n Groundwater Overlay Construction Type XUV-O/ f'✓in� .Lot Size ► AC ' Grandfathered: ❑Yes o I attach supporting documentation. Dwelling Type: Single Family Or' Two Family ❑ Multi-Family(#units) F Age of Existing Structure /"FIU�l Historic House: ❑Yes Yk r On Old King's Highway: ❑Yes W40 Basement Type: mull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 3s Number of Baths: Full: existing new o.2 Half:existing new Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing new First Floor Room Count S Heat Type and Fuel: 9/Gas ❑Oil ❑Electric ❑Other Central Air: IR Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 2_1 Detached garage:❑existing ❑new size Pool:l7 existing ❑new size Barn:❑existing ❑new size Attached garage:Ua(existing ❑new size /yXa3 Shed:❑existing ❑new size Other: 4, Zoning Board of Appeals Authorization ❑ Appeal# Recorded'❑ Commercial ❑Yes' �No If yes,site plan review# Current Use Proposed Use Gam. BUILDER INFORMATION Name, /c�C� � Telephone Number Address u License# 60 (n ys 4o7-6 3..Z Home Improvement Contractor# Worker's Compensation# —17 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE _ %—C DATE 07 Y I FOR OFFICIAL USE ONLY PERMIT NO. . ,• i DATE ISSUED y f MAP/PARCEL NO. ADDRESS VILLAGE *- ' OWNER- 2A k' �-� • ' _. , ^ ; •-• � ' - ' i � . DATE OF INSPECTION 1 FOUNDATION FRAME '-! c • ; INSULATION FIREPLACE s - - ELECTRICAL: TROUGH FINAL • PLUMBING: , ROUGH FINAL ` • c� GAS: ROUGH FINAL ; FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO." ; h I 57 U-- Lt I - f SMOKE DETECT OkS O.K. i I I� 44 I r I 'L I �I� FLU I I � �li i111iI!�i � _ ► ,I� ��; i I - II ' �I ' 11 i� li l ii it � L-1 � �li 1 l 1 1. fit - ----- .._ I i I i I ! i I�ti \ � �LH / � I i II I I' I I � I i ---Tilr Hill I '111 • w Zvi • i I o _ J s. , ,S � �9 ei• II i �� �4 O� ^1 '/L ao 'i..'^tl s^zo- < L V/ co 1\1J 11 — I ,N I� •^V �• a� / ,O I ,• �•O• I I ,1 , tv Fir III i O ( iZ I .k�. �- i I I I 5/n• --c.5 1 E=. ^;u -y17-,CK=Wo 1J - V I —�y� �11 t� Id �'-to\ �_' d C3 ^e 'I;I n" r �•s: I�bt I 'I II JI II I '•'�$n,x;cc-t • -.�4�ccr 1 1-11 ��� :1`_/r. � — � \ J I .- I 1 � , t 1= y � 2 t�' .r -r.t I rt c -�` I 5 t��o•.-') � -�'--�`ii t'--•� --�.• eh� _ 07 _, I I'—T�---' -s�sc-.cc.:,_ J r� zovz�t o 9•��' �.�c. ox` i n��.V-•'X� lt S.!¢' •:* �G.^NC Iota_ I '�''` _-Yt- .. `Co�-G' � G'-G" I •a_o- � -ot� I •Co" I. _---a o" i tN ' I tit .I I TPS 5, t t - t ' _ rvl �'�' I VS'-� I." 7�-G � Imo. L• I '�'_^- 1 t is { I 1 ,_. -nIJG.^.QLG+3 �i- - --- - - --- -- it I �• .� �s.aa.:= ,�,;_,.t,��,N� �•� ^�c 2_.;.'x Z� `^.o , I u G S � I� ; n i _ - I - • iT _2 _ M � Ili I i I pi r Id - L- _ vA� I 4 0C, r I• �;e 2` •\ �=CL-i=:-� =Sir•..•— -, iNGI--=S � _� / 3 -1/���;�•.,� ;�� .i -._,_ , mot}..� 1,C.T0..1L �V IN71 Tr O r.J i 1! CV FLUc�=.-..��-.�-zz=- ^Y CD?' it G" i132EG�,S tiHSU'_^..T-loJ' Fl�r_� Ou 51 : __,.� ��� o'�j --, j - :I :I i j = - I 2Tfo L-,� 7_ '�� JT �''rJ G�1!!✓.r'-.;...T= \�/.^.'__. - II cZNT_ CVI'_..._ --r- I ° x a a � u a u a x a u ° ° Western Surety Company n e o A r r LICENSE AND PERMIT BOND d a For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; ° Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. a u q KNOW ALL MEN BY THESE PRESENTS: BOND No. L&P- 4 2 914 8 7 9 A A That we, Bayside Building, Inc. m of the Village of Centerville State of Massachusetts , as Principal, y and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of Two Hundred Forty and 00/100*****.******************** DOLLARS ($ 240.00********) a (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed to construct a single family dwelling at Lot 34 Ducey Drive, Hyannis, MA 02601 60 feet frontage by the Obligee. NWT ° FORE, if the Principal shall faithfully perform the duties and comply with the laws and or B . $ all amendments), pertaining to the license or permit, then this obligation to be void, o °set 6m �� n full force and effect for a period commencing on the 12th day of � 1 1999 , and ending on the 12th day May 2000 , unless renewed by continuation certificate. f jai: d r Lay rminated at any time by the Surety upon sending notice in writing to the Obligee and to tl nci al, n o � the Obligee or at such other address as the Surety deems reasonable, and at the expira- tio 1 days from the mailing of notice or as soon thereafter as permitted by applicable law, which this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 12th day of May 1999 . Principal Principal Count s ed WESTERN SU ETY CO ANY '• r Ir a f• By Resident Agent By President ACKNOWLEDGMENT OF SURETY ss STATE OF SOUTH DAKOTA 1 (Corporate Officer)r• f County of Minnehaha On this day of ,before me, the undersigned officer,personally R appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation;and that he as such officer,being authorized so to do,executed the foregoing ; F instrument for the purpose therein contained,by signing the name of the torpor on by himself as such officer. ; IN WITNESS WHEREOF, I have hereunto set my hand and official se r J. RHONE NOTARY PUBLIC SOUTH DAKOTA s� :s otary Public, South Dakota r My Commission Expires 6-12-2004 Western Surety Company • 101 S. Phillips Ave. a Form 849•A--12.97 Sioux Falls, SD 57104 • 1-605-336-0850 F F D F ACKNOWLEDGMENT OF PRINCIPAL G (Individual or Partners) ; F STATE OF ' G F ss D County of y F D R D n � G On this day of ,before me personally appeared R F R � R D F D F . F D F U known to me to be the individual described in and who executed the foregoing instrument and ' F D F acknowledged to me that_he_executed the same. r My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL t (Corporate Officer) J STATE OF ss County of On this day of ,before me, personally appeared , who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires Notary Public F F F > F r � F F ' F 4J P r V c n P ^ Ca r I+4 r F O ^ A � F ° Z Mai Cl) F � � F p 02. - C) -d F O f• Z no L W - c (W U a .d FOr O F a� a F a O C/1 G4 �i 'C 6 ; f ' .J�e 1_/'O JIr Ar077IrK'IJ�I� P /�7d.lrrf�llJrl�l OEPARIMENT OF PUBLIC SAFETY CONSIRUCTIOM SUPERVISOR LICENSE Number: Expires: Restricted To: 11 ' BRIAN T OACEY 61 FERNBROOK tM CENIERVIttE, MA 12632 171O50 Restricted To: 11 11 - 35,010 cf enclosed space (AGI C.112 S.61L) IA - Masonry only 16 - 16 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. z -� COMMONWEALTH OF M.ASSACHUSETTS _ c i7 EI'A.I�'M N7 OF INDUSTRIAL ACCIDENTS — 600 WASHINGTON STREET . -ames J Cam^oel; BOSTON, MASSACHUSETTS 02111 Cor-'nasicne• WORKERS' COMPENSATION INSURANCE AFFIDAVIT (licenserlperminec) with a principal place of business/residcncc ac (City/St2tc/7-ip) do hereby certify, under the pains and penalties of perjury, that: [q/1-2m an employe: providing the following worke:-s' eompenseaon coverage for my emplovecs working on this job. 7"cei oo 2 lqt loyl Insurance Company Policy Number [ j 1 am a sole propricror and have no one working for mG [ ) 1 am a sole proprietor, general contractor or homeowner (circle onc) and have'hired the contractors listed bcc� who have the following workers' compensation insurncc polio Name of Contactor Insurance Company/Policy Number Name of Contractor Insurance Company/Policy Number Name of Contractor Insurnec Company/Policy Numbc: D I am a homcowric. performing all the work myself. NOTE: Pleasc 6c aware that while homeowners who ernploypermns to do maintenance,construction or repair worst on a dwelling of not more tban three units in which the homeowner also resides or on the grounds appurtenant thereto are not generally considered to be employers under the Workcn' Compensation Act(GL C 152,sect 1(5)), application by a homeowner for a licecse or permit may evidence the legal status of an employer under the Workers'Compensation Act l undezt-:�d that a copy of this statement wiU be forwarded to the Depar er'.:of lndustrial Aeddenrs' Ofnce of Insu:ancc for cove.a_: vcr.ric::ion and th:t facture to secure coverage as required undo Sccdon 25A o-.MGL 152 can lead to the imposition of eiminal co;:sisdng of a fine of uo to S1500.00 and/or imprisonment of up to one ye=;L--rd dvs7 penaldes in the form of a Sro;Work Order finc of 5100.00 a d:v a€sins: me. SiCncd this day of . 19 Lactase:`Pcr muter Licc:rsor/Pcrmittor SUBCONTRACTOR'S INSURANCE ENGTNEEER: BAXTER & NYE ENG: (L) FIREMENS FUND - S30MXX80564866 (W) LIBERTY MUTUAL - WC1312595563023 WELLER & ASSOC: (L) NAT'L GRANGE MUT.- MSP45246 EXCAVATION & SEPTIC: ROBERT J. OUR (L) U S F & G - 1MP30109550901 (W) U S F & G - 771521-695 DECO CONSTRUCTION (L) TRAVELERS - 660364IC8342 (W) LIBERTY MUTUAL - 312446298044 FOUNDATION: BAYSIDE FOUNDATIONS: (L) COMMERCIAL UNION - ABR406267 (W) LIBERTY MUTUAL - WC1312201785044 WELLS: DENNIS SCANNELL (L) TRAVELERS - 660873E5627COF92 (W) WAUSAU - 151_300062926 CELLAR/GARAGE FLOORS: MICHAEL BROWN: (L) AETNA - MP0023672849 FRAMERS: ROBERT DORRER: ' (L) TRAVELERS - W680526K991TTA9 (W) AETNA - 006CO023972416C MICHAEL DUFFLEY: (L) COMMERCIAL UNION - NBF821356 (W) LIBERTY MUTUAL - WC1312492127024 MASON: SHERMAN, WAYNE: (L) COMMERCE INS CO - N60689 ` (W) WAUSAU INS - TO BE ASSIGNED ELECTRICIAN: CHAVES ELECTRIC: (L) HANOVER INS. - LI-IN2964649 (W) MISCELLANEOUS INS CO. - 0708878 91 1 PLUMB & HEAT: WHITELY PLUMBING: (L) TRAVELERS - 660365K1782COF9 (W) , EASTERN CASUALTY - POLICY IN MAIL ALARM SYSTEM: BAL.TIC SECURTTY : (L) FTRST FINANCIAL - FF0131 G400831 (W) COMMERCIAL UNION - CB0743379 CENTRAL VAC VACUUM ROUSE: MERRIMACK MUTUAL - SBP1608045 i INSULATION: MAP INSULATION: (L) AMERICAN STATES - 02CC326435-3 (W) U S F & G - 7711099932 SHEETROCK: MEL REED: (L) WORCESTER INS - CB817530 (W) COMMERCIAL UNION - CB11557387 INTERIOR TRIM: DAVID'S REMODELING: (L') COMMERCIAL UNION - NB F821442 M & R CARPENTRY (L) MARYLAND INS. GRP- SCP30235965 (W) CIGNA PROP & CAS.- C80049997 OAK INSTALLER: ROBERT BUDDEN: (L) NORTHERN ASSUR. - NBF528652 PAINTING: ' CAMPBELL PAINTING: (L) TRAVELERS - 168025IK4083COF (W) AMERICAN POLICY - WCC 186604 GARAGE DOORS: ALL CAPE GARAGE; DOOR: (L) U S F & G - BSC14667590301 (W) COMMERCIAL UNION - CBII573757 STnRMS & GUTTERS: ALUMINUM PRODUCTS: (L) AETNA - MP0021014146 (W) AETNA - JC89258880 OAK FINISHER: AMERICAN FLOORS: (L) TRAVELERS - 680 342W754-0 CARPET, VINYL & TILE: CARPET BARN: (L) VERMONT MUTUAL - SBP6507393 (W) PHOENIX INS. - 6NUB476J652794 TILE INSTALLER: TONY AVERINOS : (L) ASSURRANCE CO. - CFP26528977 (W) HARTFORD FIRE - 77WZCY2409 WIRE SHELVING: CAPE COD CLOSETS: (L) U S F & G - 8SC146983441 APPLIANCES: KITCHEN APPL MART: (L) FIREMENS FUND - AZC80453098 (W) HARTFORD INS CO - 77WZNB1603 MIRRORS & SHOWER DOORS: L & M GLASS : (L) COMMERCIAL UNION - CBR409003 (W) U S F & G - 0071439933 LANDSCAPE & SPRINKLER: COY'S BROOK: (L) COMMERCIAL UNION - ABR345850 (W) CIGNA COMPANIES - C41138178 DRIVEWAYS: NORTIERN SEALCOAT: (L) MARYLAND CASUALTY- EPA18716945 (W) THE PHOENIX - UB387K530 MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 . 0 Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-10-1999 D—ATE OF PLANS : 7/13/98 TITLE: LOT 88 DAYBREAK LANE, HYANNIS . .PROJECT INFORMATION: COBBLESTONE LANDING COMPANY INFORMATION: BAYSIDE BUILDING COMPLIANCE: PASSES Required UA = 535 Your Home = 464 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 1500 30 . 0 0 . 0 53 ;MALLS : Wood Frame, 24" O.C. 2828 19 . 0 3 . 0 149 GLAZING: Windows or Doors 489 0 . 350 171 GLAZING: Skylights 22 0 . 600 13 DOORS 21 0 . 350 7 FLOORS: Over Unconditioned Space 1500 19 . 0 71 _--.---------------------------------------------------------------------------- - COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code . The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . Builder/Designer Date f MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2 . 0 LOT 88 DAYBREAK LANE, HYANNIS DATE: 5-10-1999 B- l dg. Dept . Use CEILINGS: [ ] 1 . R-30 Comments/Location WALLS: 1 . Wood Frame, 24" O.C. , R-19 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1 . U-value: 0 . 35 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location SKYLIGHTS: ] 1 . U-value : 0. 60 For skylights without labeled U-values, describe features: 1 # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: 1. U-value 0 . 35 Comments/Location FLOORS: [ ] 1 . Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: 1 Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0 . 5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications . DUCT INSULATION: ] j Ducts in unconditioned spaces must be insulated to R-5 . Ducts outside the building must be insulated to R-8 . 0 . i DUCT CONSTRUCTION: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts . The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required, for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 1250 of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS : Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . ----NOTES TO FIELD (Building Department Use Only) ------------------------- 'St�lL� . FAMiL`{ l� RCG /tE I�LA'!`l otJ BAG�C- uEJzF ' DA,Ly Ft.ow 3 x Ito =53�`G� 5>r3'i�G TAt!� . ��o x-zoo 6PD. U 1500 GAt_.. a't'vC Pt� LSAG�EtiJG 5`(STT_iK. �ES�!`I Az Mv►vAcEOi LYG FIST. &Fpu cA-ilo" A2EA O&!P'D 33o GFD ,[PPUGAT►a►-i AVZ PLMA V1 t= - t_� t-E11� CFIAMBE�S 51l;;E--VIQ L1- At�1i -T � � `Fusty U>za PF�Got�TILx1. rAL- MIT-- L S'utt c1�_ 2 3 AM)c , j 11 4 ,S aAL C1�Sj I _ .► a, o J' Q a v o 5ro4E �pb�`:,siEy S o �a. Cut_T1 G t 2 a. -lam 7_ Lt�vBt E WA+G STEPHEN yGl ✓ , --+�- �FnFl .'ALI YN�j.: rn' 1 }�-- 52� { ' i2 4Zo5s-Sc- `noN o F C t a�tn� �o 'GISTER� FFSS/ONAI Lor<fA. 1 SG 40 1 LsAL�i CH EEC tz5 'vc ' t-71 o:. ,i 'tom t t 4 GRAvu G1. g, � : '_ G�SjDUE BCE_ �?►►>�. �� McDw M 1 Of JOHN)t' GF TG11�LS-tp-�. T . LLS .' ru E 29$74 k� l N 1r�Gago WATE�_ .Ttoll zm=r-`f T-PAT I✓ t st�owN PL1uJ oN rrwtF- -yS vertu ..T s� uN A>m earl ems. 50s zE P�-:. �� LA ai�N S�TBJICK.. V 12EM1-id3T :DF. .'[11� iUtj ! 5 I 030 . M AY 2��2 PAPG�1 '$A 15(�8( Ai1D !S t�DT^LGY TAD W t T-41N A 5e 4-�u 4L 34AZ r-t> z t�F�E. BA�CT f�`/E t t�tG - _ LAuD Stm/t�Ycr�S -�cl�tsBzS .. Gi-F SeT"S �Yo�N BU E I�Dt t 1� S�btX D NOT' .8� �pLl G4NT. E _ f uS�D Tv t�r,TallS.c 1�1� PRo y Ltl.]e�S. S ID10 iL.�►0� ) 1,1112 0' 32 tj m O 36 d d 0 ` �, �8 66' R�2:50. � I 11 " .- 1 �. •-- -" 3 .5 10 i � IqD 1 013 LA o ti LEACHING G ALLEYS 1 RESER LOT 3 "4 : O . 24,128 S. F. f'. F moo. AAC ./No ry •p `L � C��OF 11 1�G <3��/—rEPHEN c� 0 S > No 30216 G' Q OVAL EN �'•_,.- 41 xGt OPEN SPACE SUBDIVISION " ASSESSORS MAP 252:PARCEL 51.030 N. / f t, �� �� CERTIFIED PLOT PLAN ,nf�14w 1.-�� 9. .., LOT:34 N DACEY DRIVE. LOCATION: . HYANNIS & CENTERVILLE, MA,` CERTIFY.THAT THE PROPOSED SCALE: 17 = 3e — DWELLING SHOWN HEREON'. COMPLIES C DATE: 02. 1999 "WITH THE SIDELINE"AND SETBACK L. C. PI. No..:36669 . REQUIREMENTS OF THE TOWN OF ...,PLAN REFERENCE: P BARNSTABLE AND IS NOT LOCATED, L BK 5Ob PG 7S WITHIN THE FLOODPLAIN BAXTER & NYE, INC. REGISTERED "LAND.SURVEYORS DATE: -CIVIL ENGINEERS THIS PLAN NOT ASED ON AN 812 MAIN STREET INSTRUMENT SURVEY ND THE OFFSETS` OSTERVILLE, MASS., 02655 SHOWN HEREON SHOULD NOT,BE USED TO DETERMINE PROPERTY—LINES. APPLICANT BAYSIDE. BUILDING CO., INC. 920.5t (SITE3,4.DWG), • q. _ O 4 W: _ W 1A J Aga omm _ V IL T - _ = S REVIEWED — �= _ z _, KE DET OR �ATE i••i ARNSTABLE BUILIN OEPT F _ R ONT :ELEVATION FIRE DEPARTMENT DATE .I/4 I- - .. SCALE " � ' 0' ©TN-fGNATUAES ARE REQUIRED B FOR PERMITING - .. .. .. p .. .. .. .. .: .. .. .. .. .. ^B"VENT PIPE .. .. .. .. - .. - .. ONLY .: ... .. .. .- Q .. .. ..- .... .. ... ... ... .. ... .. .. ''nn ° LI-I L r mm Inn 0 � v Q: N! SIA10 Oj - � ..., . Lo REAR ELEVATION . ... ..SCALE:'I74 e I'-01'. OEA. .. .. - - ... Yi������� yy (fir l,ry7 � G� �iliIUG: SHEET 1 . JOB:: 1306 DRAWN BY: KW DATE: 6/28/13 • N W .. .. ... .. None .. .. .. .. .. w r QO Q � O W lA 1- �" O d W n " I W .. I II �� II I d Z - - - - - - - - - - - - - - - - -- - � � oo o RIGHT ELEVATION ... ... ... SCALE: 1/4" - p-p". ... ... ... ... ... . . . ... ... .. . ... -. Lll .. .: WLLI . .. .. .. -. O ... Q .:. .. .: Z Q . J .. W p. -- — ---- - -- --—— _ — O. = i - - n :SHEET - LEFT FI FVATION" .. .. - . JOB: ::' 130b DRAWN.BY- KW DATE: 6/28/13 A 0. 10 DECK (� ox76�' .72"BO .. _ J _ 9d'HDR TYP. ' ''AA M �1 V 0 mj 7 . ° : 94 HDz TYP. - 34DR P. ( . .. .. .. .- -. 'HDR TYP. :. ' - w - .. .. .. .. O .. .. � 717! it 3/4' - 17 B I/2' 12' 4. 4': I - �I m SUNROOM oAK.. . m o Im W 'd' . I - .. 5'7 7/0, .6''4.3/4° 5'7 7n .. .. '� ... ... ... ... !'1 616 6 0 36 PIL n 3 ' F. .. ... ... ... OAP N I.. .. W/ .. .. .. MASTER SUITE. .. .. OAKBLUESTONE .. .. - ... - ------- --- -- - .. - ... ... ... /N~/ - ... .. .: .. .. .: .: " /2 BUL .. .. -. .. M�/ .: .. ii l i KHC O � �� .'A .. .. . ... .. iv F134' 42' WA L Lo I:4Ti OAK_ c GREAT - _ o � . O�AK� n /�2g /I113/4• 3'_4• .b'.10"I/4' 3y° .Iq'_II' .: 12' 9 I ° 16'-9 1/6": - o .. .. o m 5'-7 1/4: '-4-I/2. 3:_pi - I I O.. 22-B. .. i_IO I/4. � 4 N A' .. ... ... ... ... ... ... ... .. .. ... ... N ... ... ... ... i L � S 24 i 421k H, I ` ,1$, 36 HALF WALL pAK LLI o 0 . 6'-7 6/B° m 12-II 7/e° q'-q 1 .. .. .. .. .. .. m _ ILI � FOYER Z .� .. : O : _ . DN OAK.OAK .. ... Ln OAK m ... ... ... ... 7.1/2 x76-1/2" V Z /�^�' .. .. MULL 67 I/21 x76-1/2° 94 HDR TYP a /(2)1060 5' ,GARAGE '� Z r ------------ � .: Lo _ � A. I I I : I is E -. ... 12'O' B'.�O' B'�O': .. 2'O' 16' 20'-0' FIRST FLOOR PLAN ... :48'_p• - - SOALE:.i/4" JOB::: 1306 DRAWN.BY: KW DATE: 6/28/13 • _ m _ zi\ ` — I ull.r . .: I GALV.I'7ETAL POET ANCHOR I. .. I tax•BIG OOT°F0�7iIN TYP. � I .. '.. _ _ - I.:"" I {� n _ i n 0 .. - .. .. .. .. .. .. .. .. -. .i. I- .. .. .. .. - .. .. - -- � W: m — — I MJ IL .. .. .. ... ... .. b4 E W TYP " � Q rPER PADd W/(J). Y 1 O., .. .. .. - .. - I .. .. p .. .. :. .. - .. _ _ _ _ p . W8x31:STEEL GIRT .: � Wex3 9TEEl I Waxia STEEL GIRT In°w x'8 In°h .. .. .. .. .. .. - BH PKT TRUAM _ � n I. ... : PT FRAME NMI �• to .: LTe '*' W �• WE LONE. 13 0. .. .. .. .. _ erc .. w .. .. UNFINISHED I BASEMENT: .. .. .. - 1T+ 76x76x12d CCNC O .: .. I. PIER PAD W/ ... .. .. ... ... ... ... ... .. , ., �' a4E.W.E TP. c IF 0 1 : I: r 5 5 °w x a In'h GIRT j 'WBx1a -GIRT — 6 1 paT n°h. _ I p. _ I ze r I I .1L o m _. I I t PIE PAD /(3) I / Waxlb-STEEL GIRT/ 6 12'u 1Z1 �. V h M .. aal .. ... .. .. .. ... .. .. .Ev1 PKT - ... — _ - — ... ... ... ' m M PKT 3' 0 ;;-.1 '9' Z LU v. a I , L tm JAB � I .� " I I , I aZ ) _ I i k, �: - - - - - - I L. ---- _ " I ` a _ -- .� FOOTING ONLT t �' I x GARAGE �O .Ij CON<.WALL ... ... ... ... ... ... .. ... .. UNExCAV .. ... ... ... A I I ' — — — — — - SHEET za'a so o° FOUNDATION PAN SCAL S1 . JOB:::" 1306 _ DRAWNBY: KW ,DATE: �c/28/13 m O lA V � C _. n �•n y Cb mj Z .. V4. M O W m O - wh M w V .: sEE. .. .. - .. -. .. .. .. " ... TRUSS DESIGN ROOF� .. .. .. .. .. .. .. .TRUSS LAYOUT : :-. ROOF TR, U55 .. .. .. .. .. .. .. .. .. .. ING/ 'A B7 OTHERS A°14 LYWOOALT N SHEATH MEMO O . .- GLES .. .. FASTENERS AT ALL .. .. .. .. .. .. .. .. .. TYP.JUNCTI .. .. .. RAFTER�/TOP PLATE.. BLOCKING Two O.C, R30.F G INSUL. . - IN FIRST TWO J019T AND RAFTER . .. ... .. ... ... .. BAYS FROM GABLE WALL - i'7P. Fnyes... IL - . .. - ... Ix3 STRAPPING' -' Ix9 FASCIA I SECOND MEYI®ER .: .. .. . In'GYP.BOARD CONTINUOUS.:VEE NTING SOFFIT .. - .. .. .. RIGID WIND WASH BARRIER�REOUIRED .. .. .. xe FR QE:BD;W/BED'MOULDING . ... ... - ... AT.EXTERIOR EDGE OF EXTERIOR WA ... - .. - ... .. ... .. .. TOP PLATE. .. ... .. .. .. .. .. .. .. o EN W.I C_ MASTER SUITES TAP:EY�ERIOR wnu b I Dis IXT.9TUDs®I&,O C/ ... ... .. ... ... ... _ i''R2I F.G.INSUL./ ... ... ... ... .. ... ... ... ... ... ... ... ... ... r .. ... ... ... ... ... ... ... ... . I/2°PLYWOOD SHEATHING/ .. .. .. .. .. .. T n: - T7VEK W S/40DTOOp NAILED GLU 101S7 .. .. _ .. .. IL 7/e°I JOISTS Ii°O.C. R30:F..G. INSUL. Q ' F—WO STEEL GIRT M<--we STEEL GIRT WB STEEL IRT .. .. _ .. 770 .. _ •. TTP-FOUNDdTION WdLL .. .. ��1 .. ... ... .. ... ... : .. ... ... ... .. - S2. O. -.. .. ... JJJ ...P.T.SILL ANCHORED ° C. .. .. .. .. .. .. .. CONCRETE ... J. ... .. ... ... VAPOR I ... .: .. .3 I/2'CONCRETE SLAB 1,1 ' _ 10 MIL BARR ER :" ... ... ... -.. ... ... ... 1Ok16 _ TOP AND BOTTOM : .. DAMP PROOF BELOW GRADE . .. ..°f1JNTIN0009 FOOTING .. .. . ems. ... .. .. NOTE:: ... .. ... - 5/8° ANCHOR"BOL S .. .. :: _O.. .. .. "BOLTS .. .. .. .. .. " :EMBEDDED 7" :.SPACED 32" O.C. 12 FROM CORNERS :. KASHERS 3°x3'xI/4" � � �� q � O Ll-� .. .. .. GR055 SECTION "A" U A Z :SCALE: 1/4° Lo a. . .. .. : . JOB: 1306 ... DRAWN.BY: KW DATE: 6/28/13 W (2) .. .. .. .. -. .. PT 2,10 BEAM. . N O Now W W . .. � PT 2110 JOISTS I6'O.C. DOUBLE " ::. .. RIM JOISTSGo .. .. .. 1� .. .. J n .. - .: .. .. _. FT 2CIO LEDGER . _. FASTEN .. V LAG BOLTS .. .. .. .. AST W/(2) GALFN 5/S' '.i JOIST DESIGN C. W ... .. .. .:JOIST LAYOUT " -B7�OTHERS .. - - t' IL .. .. .. .. .. -. .. .. - .. .. .. V 11 7/8°I JOISTS 16°O.C." o /My1 W6r91 STEEL GIRT �� WBx31 STEEL GIRT WBzIB STEEL GIRT -: wCY A >. Cb Iga 17/6° JOI1 ",161 O.C. ... ... - -.. .. .. WBn18 STEEL GIRT Kula STEEL GIRT .. .. .. .. .. .. .. - II 7/6°I JOISTS I6°O.G. Lu .. .... .. _ .. ._ .. WBxIB:STEEL GIRT . Z t U .. .. .. -. .. ... ... ... - :. .. O n/-w 4 p . cn z a GARAGE 0 U )f;) :SHEET FIRST A E� FRAMING PLAN53 sc vR e w. JOB: ::' 1306 DRAWN BY= KW DATE: b/28/13 m w . O in. in _. W n _. ... ..- ... ... ... TRUSS I TRUSS LAYOUT GA$CE TRUSSES � " NN A W W }- OVERFa I. U. � 0 M W w O d �~ 7 \1 IN 0-4 CD G LE-TRUSSES .. . Q _. OVERFRAME :: J Lu ll1 ll-{ � GABLE TRUSSES w U .� w �. z > _. (L z o. GABLE TRUSSES Lo :ROOF FRAMI�AN Er SHE ". ... SCALE. I/4' .: ... ... 54 ... JOB: 1306 DRAWN BY: KW DATE: 6/2B/13 k _ N In TZm N POEM .: .. EMEND HDR TO CORNE 2x6 DEL TOP PLATE .. .. .. -- .. -. .. .. .. .. .. .. FULL HGT.STUDS ■M/I, -. ." JACK STUD w .. .. .. NAIL TOP PLATECONNECTOR: .. '. - TO BTM OFHDR. ... "—�F' APPLY SIMPSON MSTAIB - - / J :h - w/2 ROWS of I6d NAILS ON THE INSIDE FACE OF HEADER _ •3.O.O. z�; - TO EACI-1 JACK STUD . .. STRUCTURAL PANEL.— F' HEADER .. .. .. .. . ... : NAILED Ed COMMON :_9 ... CONTINUOUS HEADER. - ... RAFTER - ... - - ... . O.G.EDGE'AND FIELD- —__ .:" CORNER TO,CORNER "' m i6" O.C.O C. .._ W .. - .. .. .. T y .. OVER;MULTIPLE OPENINGS rA .. ... ... ... ... z. DOOR TRIMMER STUDS - - .. .. ... .. A TER _\ W e= oa Has® e RAF - INN 2-9/5"ANCHOR BOLTS \ .. .. .. TOP PLATE .. .. .. .. 3'xW PLATE WASHERS EACH NARROW WALL SECTION - -- - .. O ImMo 4 w O RAFTER TO PLATE CONNECTION SCALE cb _ h h NARROW WALL BRACING Al"GARAGE DOOR " . ... .. ul :SCALE:,N,T.6. ... : .. ... ... ... ... .. ... ... ... O ... ... ... ... ... DOUBLE ROW STAGGER NAILINQ,� .. .. ... ... - - ... .. ... ... INTO BOTH ... EAR NGE, .. .. .. LATE .. SN WALL GOI`'IPLIA TT W 26%OF EACH WALL RUN PLATES .. ... ... ... Im yy�� gg Ab iJ 2x L :' .. VERTICAL SHEATHING�WITH: ... .. .. - 8d NAILS 3" EDGE/12" FIELD - - :(4)16d NAILS PER FT:BOTT 'PLATE �� _ L. 17X OF EACH WALL RUN VERTICAL VERTICAL SHEATHING WITH � �� ER CAL ... ... - .. : 4 FIELD .. - : ... ... 8d NAILS 8" EDGE/12" FIELD NgIRLe�Tad cannoEN� .. (4)16d NAILS_PER FT BOTTOM PLATE. .. 0 S"O.C. EDGE. -1— Vrmnl a . .: _fii C�f� 7C - Y 7L _ � Q II _ nr JOINT,DESCRIPTION ... ... NUMBER OF -NUMBER OF NAIL SPADING' - - - VERTICAL, jtiJ 1� f COMMON NAILS BOX NAILS -' DOUBLE ROW .. SECOND FLOOR _ ... ROOF-FRAMING _ 2xb DEL TOP PLATE STRUCTUAL PANELS STAGGER NAILIN - BREAK ON 9 _ INTO.BOTH PLATES �I RIM JOIST BLOCKING TO RAFTER(TOE NAILED) .: 2-ed - 2-I11d EACH END .: ..... RIM BOARD TO'RAFTER.(END NAILED .: ..... 2-Ibd ..... .3-16d EACH END WALL FRAMING — _. _ ` I_L. Z w :TOP.PLATES AT INTERSECTIONS(FACE NAILED) '4-16d 5-I6d 4T JOINTS r �` 'STUD.TO STUD(PACE NAILED) _ 2-I6d' 2-ibd 24"O.C. __ - �� IL�i .. _ �_ .SECOND FLOOR.. .. _ HEADER TO HEADER(FACE NAILED): - - 16d I6d 24"O.C.ALONG EDGES t 1 - ,.�A 8_ -'RIM JOIST ''w .. VERTICAL ��a� 1 + L - VERTICAL _ _ ... �y -3� Q Z STRUCTURAL PAN T' . 'i1i - STR UCTURAL'PANEL . .. FLOOR FRAMING .. .. .. .: .. .: .: - NAILED ed ACOMMON �� I : :' NAILED m COMMON "'� If L .. 0 s"D.C. eDGE a �[ ICE 0 3'o c. eDGe Il JOIST TO BILL, TOP PLATE OR GIRDER(TOE NAILED) 4-5d - 4-10d PER JOIST - AND 12" IN FIELD ?�! .1E L9L AND 12 IN FIELD II - 1 , .': ... BLOCKING TO JOIST(TOE NAILED) ... 2-Sd 2-IOd EACH END: .. - - '•[-q+ ' T-q : '� Z w v ' BLOCKING TO SILL OR TOP PLATE(TOE NAILED) - :3-I6d' 4-I6d .:eACFI BLOCK :" .. E�..11 .�LJ� .. .. .. 1'1 — �.W .. 3-I6d 4-I6d .. EACH JOIST - ... �' t - ry .. ..- :LEDGER STRIP TO BEAM OR GIRDER(FAGE.NAILED) f x� .JOIST ON LEDGER TO BEAM(TOE'NAILED)- '" "'3sOd 3'-I0d' PER JOIST '" - L` 3` I I M "- BAND JOIST,TO JOIST(END NAILED) _ _ S-I6d 4-I6d PER JOIST . . . - L- _1 A i - BAND JOIST TO BILL OR TOP PLATE(TOE NAILED) 2-16D : :: 3-I6d PER:FOOT :. .� `.a .. - a .. D I m ROOF SHEATHING � -�'1t 11 7 o .. DOUBLE ROW DOUBLE ROW _\ ,J . .. WOOD STRUCTURAL PANELS ... ... ... ... ... ... .. ... ... IN D SI �: AND BILL \ - F" �.. . STAGGER NA I LING-1 l 11�^tl. STAGGER NAILIN -I .. .. .. .. .. .TO BOX AN LL .dpary_ 4�L:tt INTO BOX AND RAFTERS OR TRUSBEB SPACED UP TO I6"O.G. ad. 10d -6"EDGE/6' FIELD9t.,,J � L\I O ' LLI RAFTERS OR TRUSSES SPACED OVER 16�O,C. :. ed IOd: .4" eDGE/6"FIELD - ii� .. .. .. GABLE ENDH ... .. eDGE/b'FIELD .. Jf ` \ u-\ GABLE ENDIJALL RAKE OR RAKE TRUSS w/�9TRUCTURAL HANG Ed �- IOd 6" EDGE/b"FIELD �� GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT-BLOCKS Sd IOd 4" EDGE/4"FIELD .. .. .. . CEILING SHEATHING 04 'GYPSUM WALLEOARD _ 5d COOLERS 7" EDGE/IO'FIELD WALL SHEATHING ;:. WOOD STRUCTURAL PANELS ::. :. .. -. .. .. .. .. .. .. .. STUDS SPACED UP TO 24"O.C. - -: Bd - : IOd T". EDGG12"FIELD .. .. .. .. .. .. .. . ;AND, 'FIBERBOARD PANELS - .. 6d::. !'EDGE/6"FIELD ... ... .. ... : .. ... .. .. :SHEET .. - �"GYPSUM WALLBOARD - 5d COOLERS - " EDGE/IO'FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS - .. - .:-' - " ` - FULL- HEIGHT SHEATHING-SINGLE FLOOR - -'- FULL NEICaI-IT 51-IEATHING -MULTI FLOOR. .. - i'OR LESS .. -- Ed .. IOd 6"EDGE/V FIELD. O..6CALE:N.T.S. .. .. .O-'SCALE N.T.S. - .. . . GREATER THAN i" IOd I6d 6" EDGE/6"FIELD - JOB:: 1306 DRAWN BY: KW -DATE: 6/28/13 ti Revisions By .. ... 6 21 13 _ BM1 8 . R1 R1 B ,. JLT_ B , tee Bem zo Ci uj LL LL LL LL LL LL LL LL LL LL LL. LL LL N' ipy Hd'�LL o € O=>W N N N N N N N' N N _ Products �w LL LL LL LL LL LL LL lL' LL .. LL- LL LL LL LL li l�1 �- LL' .. �C, .. .: :PIotID Net Oty: Product' ''Length Plies -o z I R1: � � ���16 1 1/8" 1 7/8"BC RIM BOAROT"OSB 12'0" -:1 9 BM1 �: t 13!4" 117/8"VERSA�LAM®2.0310O SP 20'0" .'1. .. .. 1. .. - .. 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LL LL LL LL LL LL LL LL - N ma 2 E m .: N N N .. —_3 c E m I I �' .. .. LL.LL LL LL LL LL- ... _ L _ - - = ee Be 81 ! n mNm� 3� �E .: - �E.E c¢ 1 ... ... .. .. ... BM2 .-. ... - ... .. .1. C N a� .N m u rn - N Q BC FRAMER .. .. .. .. .. Scale:t/4": J'.: . Date:S07-13: -Drawn By BC ..: ..: LEVEL 1 FRAMING Sheet - 1 of 1 PDF created with pdfFactory trial version www.odflactorv.com - - - - 48-00-00 _ NOTES VERIFY ALL DETAILS&LOADING. r 12-00-00 DIMENSIONS END D DING 17-08-00 18-04-00 1 .. .. - .. GE13 --- o T13 . o o: T13 _ 0 1 o T13G _w 2-0 -00 O LU 0 d I _ _ I 0 0 _r — r I TIC 1:D 5 N"O.C" i 2 0 00 s ' _ . Tg1B524"O.; T01C4241O.C. _ l; T02 5 24"O C. 1 _ . PB01 25 24" . o:. o 0CN v 3 _ I . . I DIMENSION KEY _ _ . I I o - 10 - ❑3 - 12 . .. .. ..p ... commemi :.. = ..o .. .. FEET INCH SIXTEENTH /ALLfY .. c .. .. O RAM N .: O :.. .. o E I O LOADING CHART (pso IBC LL _ i 15 15 1 I I 10 1 SE ... - 1 LAM 1 v k . . _ _ .. . GENERAL NOTES ... ... ... _ _ .. .. .. REQUIREMENTS AND ERE PUBLICATION HIE-91. 1. FOR BRACING REQUIREME -INFORMATION SEE T.P.I. STOCK 4 M Y QUICK BUILD " I .. 3 SEE T FOR ADDITION • I 2 BRACING K(2X IN)NOT SUPPLIED B Q CO. : T03G _ —L � Y TRUSS ENGINEERING AL INFORMATION "r2 0 00 00 ��_ C - 4. ALL DIMENSIONS,:DESIGN LOADS AND TRUSS QUANTITIES ... .. 4 - - - MUST BE VERIFIED RICATION. GE03 - cp tV N RIFIEDPRIOR TO:FAB " O i -ADDITIONAL FRAMING A HERS. M f V N 5.: .ADDITIO S REQUIRED BY OTHERS. 0 GE11�� S.DRAWING IS INTENDED.TO SERVE AS A LAYOUT GUIDE. _ .. �:FOR THE6. I TRUSS ERECTION CREW TO ASSURE PROPER PLACEMENT: ". - - _ FRAMING PLAN. IS DRAWING IS D. .: 8 00 00 I" AND SPACING OF TRUSSES.THIS NOT A COMPLETE o = _ _ .. - - F -' 0 7. FINAL APPROVAL OF THIS LAYOUT AND THE TRUSS THE HIT .. O.. U -; COMPONENTS TO BE SUPPLIED AND ENGINEER OF RECORD. HE FOR COMPLIANCE WITH PROJECT : RESPONSIBILITY O E ARCHITECT : T RR F � L *BOOR&FLOOR TROSSES• lmne(508)3*9077-SFm (30)3 0�77- .. .. .. Job Name "" - DESIGNER:. GE10 Johnson Residence Subdivision .. Lot Date .. .. .. 6-24-13 .. . .. Customer" _1z-oo-oo 16-00-00 20-00-00 She le Wood Products 1 1 48-00-00 . .. : .. Ad ss All OF LAKE ISLE WOODS CEN M 37999 FOUNDATION CERTIFICATION PLAN �s S� � h 20.00- Cf - 16.00' 12.00' / r.QF.a / 82.13 S25 \\ h s. �OV N q no�V I 8 o \ Z 29 8 18 35.S' 17 9 OPEN SPACE i q� O \ t�NCT N o N� Zqw► m � w LC. LOT 34 z D 24128 S.F. x 5.6 AC +/ G ��► ICR toON o o\ J �r .o 15' REAR SETBACK \\ . 170.69' 29 S61'32'10"W OPEN SPACE ZONING DISTRICT: RECORD OWNER: RC-1 ASSESSOR'S MAP 252 PARCEL 051-030 *SEE 1994 PLANNING BOARD DECISION No. 697B EMERALD INVESTMENT TRUST OF OPEN SPACE SUBDIVISION PLAN DECISION CALLS P.O. BOX 95 FOR REDUCTION ON SIDE YARD REQUIREMENT TO 10' CENTERVILLE, MASSACHUSETTS 02632 AND APPROVED LOTS HAVE REDUCED LOT AREA REQUIREMENTS. 25 DACEY DRIVE #Y191d BARNSTABLE,, MA. 02632 CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE FOUNDATION ti�N of M SHOWN HEREON IS IN COMPLIANCE WITH FRONT AND REAR SETBACK REQUIREMENTS AS NOTED IN TOWN OF BARNSTABLE ZONING SHANE N1. BYLAW AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. e�ENc --INo.45917 Q THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO 9FJ�,OFGISTER�° ESTABLISH PROPERTY LINES. yaL L PREPARED BY.- BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors DATE: JULY 12, 2013 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 SCALE: 1"= 30' Phone (508) 771-7502 Fax - (508) 771-7622 JOB No. 2013-017 0, 3 2 .1 O A. ;9 .J V Q' O 33 .66 R 2.5o f m � L— � 1 m 1 TTP OD W 1 v SAS Cps. P, .� PROPOSED �,, pWELLIN� o r N 20. y LEACHING GALLEYS $s 1 RESERVE J L 0 T 3 4 24,128 S. F. f 169 " rA��I,CH1 t1f`?1�`� oCD ST Cj c.- 0.30 �' b1L YFJ,r. t+y mt•� t.fY i OPEN SPACE SUBDIVISION u5; sa1 Nt " '\ ASSESSORS MAP.252 PARCEL 51.030 �� �S� ,�".�, tip. CERTIFIED PLOT PLAN r LOT 34 N DACEY DRIVE LOCATION: HYANNIS do CENTERVILLE, MA. I CERTIFY THAT THE PROPOSED SCALE: 1" = 30' DATE: 06-02-1999 DWELLING SHOWN HEREON COMPLIES WITH THE SIDELINE AND SETBACK L. C. PI. NO. 36669 REQUIREMENTS OF THE TOWN OF PLAN REFERENCE: PL BK 505 PG 78 BARNSTABLE AND IS NOT LOCATED WITHIN THE FLOODPLAIN BAXTER & NYE, INC. DATE: I' `' � '�� REGISTERED LAND SURVEYORS (� NOT & CIVIL ENGINEERS THIS PLAN I'S� 812 MAIN STREET INSTRUMENT SURVEY-AND'ASED ON AN THE OFFSETS OSTERVILLE, MASS., 02655 SHOWN HEREON SHOULD NOT BE USED TO DETERMINE PROPERTY-LINES. APPLICANT: BAYSIDE 'BUILDING CO., INC. 92051 (SITE34.DWG) -b o BAXTER NYE •1 COMIRUCnON FERAL NORM _ 1. ALL SMIEM COMFONENTB SHALL BE INSTALLED N ACCORCIANCE WITH TITLE 1 I I ENGINEERING & V OF THE STATE SANITARY CODE DATED APRIL 21. 2006. AS AMENDED 1.) THE ww OF THS PLAN 6 TO DEDIIL ETISW SiZE THROUGH THE DATE OF THIS PION. & ANY LOCAL RULES & REGUUliOi6 ffir.1110NS AT fwr% LOCUS AREA 6 COMPRISED W. 10OYi p' rl�� ,I Ija ;r .�: ' ;,� ' i �l.•e�' +i {i ;I Ny '•1 .,i: '!' K i fV' 6' +r't SURVEYING - � n'4 'a1.'i i � 1 + I• '.I !< l.. s;, i! ! .I.i,,I. I ' lO 7HS PLAN MUST EE APPROVED N WRITING BY THE 2.) INP 252 c 2 ANY CHANGE LAND 51- CUm i a r ENDI'EER. aM71ON I FORMIATION MUST NOf BE CHANGED NIGED % HOUf WRITTEN N0. 161077 PRIOR APPROVX BY THE ENGNEER ,f� Registered Professional Engineers NHOTIFY THE Omm�s"m ME5'IILETR Im and Land Surveyors 3. WHEN 00N6TRLIC110N 6 oOMPLEIED. PRIOR 10 BAda�LurG, tom' /i• pq BOARD OF HFAUH AGFM AND ENGINM FOR INSPECTION. P � 7 78 North Street - 3rd Floor 4. ALL SANIM DISPOSAL SYSTEM PIPING TO BE 4. SMEDIRE 40 M p�,T BENCHI : AS SFIONI Al INS PUMA LOCUS MAP _~ v _ _ �� OTHERWISE WM �) Hyannis, Massachusetts 02601 SCALE 1 50.000 DOME UNSUl BLE MATERIAL AS Na1ED. TO THE IC HORIZON' . FOR 4.) ZO�Ns NfaR1MA1DNt M1 Phone - 508 771-7502 HUM DISTANCE OF 5 SURROUNDOW THE LEACHING FIELD. AND REPLACE MM ( ) T CLEAN, sAw PER 310 CIR 15.255 ID TNE' TOP ElE1MT10N OF THE SAS 2d 0611rKT: RC-1 CL%W OT A �� Fax - (508) 771-7s22 y" 6 INSULATE ALL PIPES AGAMaT FIRMING AS REQUIRED W1Ea1 Liss NO 3' _ ' www.baxter-nyfe.Com !' OF CDVER. MN LOR FRONDIGE 125' ' / w FRONT Y1YD 30' 7 THE SEPiIC SYS'1EM DESIW DOES INCLUDE GARBAGE GRINDER REAR AD VAD - 15', S T A M STAMP DISPOSALSvN OF MqS 8. CMITION: THE OONiI 4C10R SWILL CONTACT DIG SAFE (AT 1-MS-OIC>rSAFE) OANN VISTRIM GP. - 6110UDM1ER FR07E M \ AND U►ILITY COMPANIES M LOCATE ALL DWING URlTESr AT LEAST 72 TEPHEN y r• a�' c / HOURS BEFORE THE SIARf OF CONSTRUCTION.. THE CONVTRAC'TOR SHALL 09E M4 FLOW BOLD rEr q r N0. SM OF 00 SPACE=01145I001 PLAN � A G� DETERMINE THE ExACT LOCATION. BBMWHORRONIALLY AND VER'iI ALl OF ALL OMON OILS FOR REDUCTION ON SIDE 171RD REOU OVU 10 10'NO APPROVED Lam - , OOSTNG UR!►ES BEFORE THE START OF ANY WORW, THE LOCATION OF MW REDUCED LAf AREA R001,11 E10n y OMM UNDiERG'ROIDD UILUES ARE SHOINN IN APPROMMTE MAY ONLY. 0 30216 •� MAY NOT' BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN S)A TOLE SEIM W NOf BEEN PERFORMED FOR THLS SUE F DETERI/ED - - ND01LY VFIHFED BY THE OWNER OR iTS REPRESENTATIVE. THE - - - - - CONTRACTOR AGREES TO BE FURY RE E FOR ANY AND ALL DAMAGES 10 BE NECESSARr.A ME SEARCH SMALL BE PERFORMED Or OTHERS, FS �ONA G� o. .i 'C' p WHCH IIGM BE OCCASIONED 9r THE CONTRACTOR'S FMIM TO LOCATE THE Q) THE PACFEERW LK MIORMATDN SHOWN 6 BASED ON CURRENT MWW REDdLD IWORiNiION OOIWW OF PING NO DEEM St tN ., llTLIFFS EXACTLY. F E1AINI7ION MFOIRI9110N OFFERS FROM PUMA (�2o -2-0i 7 INFORMATIONL, THE CONTRACTOR SHALL NOW THE ENCOM ONEDIAIIELY FOR TIE E10S'iND FT'A M SHOWN HIM VIEW OBTAINED FROM AN ON THE G ROLIND FEND SLIRVEY PERFORMED Br BUM WE ENGIEERMG& SUIYEi'MIG ON ANY R% 2011 PROPOSED POSSM E REDESIGN. AT UTMUTY CROSS1IM VERIFY N FED THE LOCATION / V WATER IMAM OF O CI M IHEPHD E N DAMVCOMM AND RElACATE IF 7.) OOIMMTY FNIEL MMLWE: MW OWC WITH M MEW LATE OF N1A16f It. ISMS CONSULTANT SERVICE ''' CONFLICTING WITH PROPOSED AVERTS PER THE ENGINEERS DIRECTION. THE THE FLOOD NSWWJCE RITE WP DOM INS AREA AS ZONE C TP #3 q T / g p,g CONTRACTOR SHALL PRESf]RVE ALL UNDERGROUND unL MES AS F=1I RED. 1U x 8,) amumag 9. THE PROPOSED uRUTY OON EICTiONS SHOWN FERE'ONI ARE SCHEMi4M FINAL. LAYOUT SHALL BE AS OETERiIED BY THE APPROPRIATE UMM . SUE 6 N0f INIHN M AC AFC (AREA OF ONIMDIL D Mi01MlENDIL CONCERTI• 20AIll G;yP COMPANY . SUE 6 NOT WRH/N M AREA OF ESINGED HABtfAT OF RARE WILAR PER TP ! \\ �WIN THE 0 WEiLM PROTEI.'IDN ACT REGUATION6 Of(3 CM f0X• CONSULTANT • SUE DOES Wr CWM A CERiFED VERNAL POOL PER II ESP MAP OCiOBIR 1, 2D10 TERIFtD VERNAL POOLS' 11pou Beim • SITE 6 Wr WIM A PIPHaIIIY HABIDAT PER IIESP IMP OCTOBER 1. 2010 VIMN MGM OF BYRE SPECIES'FOR SPECIES 1NIIER'THE MISSAQ USER O[IM16E 0 8 b 0.3 NiROGEN LA4� AiTION:SEE PRIOR SPEC14L PERK NO SUBDIVISION SPEtiES ACE, iIBRIA11006 (32i CM"(I). RESDENIIAI: 3 BEDROOMS APPROVAL • SiTE 6 MIRN A SWE APPROVED ZONE 16R000 BASER RECHIII GE PROTEC1DN AREA \ Y 110 GPD/HDiROOM . SUE 6 WITHIN A ZONE OF CONiR UTION 10 A SALIl ESRMRr (Bi GIABLE LION AM M-1 \ TOTAL DESIGN FLOW - 33D GPD • _ - TP i GARBAGE GRMOER (NOT NCI.IAED) - N/A 9•) PREPARED FOR : Nws _ \FF. / PERC RATE - >5 MIL / NCH (CLASS 1) •1!E 00111RIICIaR SHWL CONTACT DIG SAFE(AT 1- -0Rr•SAF>) AND U1111Y OOIPNE510 LOCATE Nl E7QSINC 1l1IIIES� AT LEASE 72 HDIItS PRNt 10 THE START OF t QEy, O LIAR = 0.74 GPD/5F: THOSE yp j Hp WE BEETI RESfARAm BtSED ON THE ANI/IBLE UTIJiY IEOOItQS NOTED NEI�N THE ODt11RNf."Idt AGREES 10 BE FULY 10 RESPOIE FOR ANr �y . o 8, \ \ 1/M. LEACHING AREA OF SAS 446 RED: NO ALL DUM W M MIME BE OMISIAED BY THE OMIRACiORS FII AW TO LOCATE SAD W NO UTIM EXACILY. F FEND CONDUDN6 OFFERS FROM 20.a' 1 e/H 20 LF' 4• \ 7p �e 330 GPO/ 0.74 GPD/5 F: - 44s S.F. MMMN. PLAN NFIDRYATHOK THE CONTRACTOR SHALL WW 7HE FJIG W MEDNTEI.Y FOR P06SNE REDESIGK SCH 40 3 Bayberry 'BgUare PVC O 79.4 3 WITH 3 W OF STONE �2' OF SIO NE A LEACHM ST OW MK THE OM LOLOW0 OF UNITSFul�lloL��FFA1 ES CANNDT BE A TOBSERVED EMOCE�E1.Y. C�OIPLEi�ElY�RELLWYY DUVED. 'WFI DDI'l NMLL"I`OR L Ce�1lE7 rR�C:, MA 02632 s-zac 29 .org�.,__� Iimum 6 NER3l,I1iE11i, THE C�.ETFr 6 ADNSED THAT DCMF M WY BE NE MW. OPEN SPACE Y �'�M b y BerSDE'NALl. ��,z 123x 2' DEPTH 1 a , b 1 'a ' - -- -- •TOWN IIUER SEW SHOWN ON THIS PLAN FROM C-Ol MITER DEPNRIW SILEIQI 70Z3 OW 01 26A& v� EO' \ TOTAL EFFECTIVE LEACHING AREA = 448 SF W , N N NAIL SET IN o\ �i �-\ 78 q SYSTEM DESIGN CYFACRY - 448 SF x 0.74 GPD/SF - 332 GPD !!'' •SINS SE]INCE SHIM ON PION PER C011NN110N �NN11QW. dID SIETCRN PLAN Nor SIQ716 in � 12 �. x DATED 5116113 NO FELD LOCA110N OF OIG SAFE IMRiM 5 lF 4• SCH 40 I o EL = 8200 �. SEP"IIC TANK S1ZIOG: -3.10 GPD x 2009 - 6W GAL PVC O S=1R w O 78.? �$� �^ 1!!E_t!!OD duets �11it r1 • Mz�.M LW SMO N ON iM PINT FN M FEND LOWS N OF OM SAFE UV INN - Y 304cm a RC►CMAROER g. I ' �D-Box 300XL CHAMt RS x 15' T, \ Y►\ Lam. L l�� ELARNSTABIE . 1 + ! / 1 11 9 ..1 it n'{+'+•n;, lti + ! 1.. f, j 11 ! ,I Ip. £f 1 ai I+ d i fl 4 SCH 40 6 LF 1 I o o ,. ► ' 7T PLY a TINT PVC O S..I X �- . u '+ t , 1 - 80.0 = a" G.SE - 79.7 CASE - 79.7 O 1 j <ti OLDS AC + - o ; ORCANC o ; ORcGAPIC o : OR6ANHC 0 ; OROM L•C. LOT 34 A ; IOVR 3/4 ; LOAMY SANG Ap . 101R 3/6 ; LOIAW SAND Ap ; 10YR 3/3 ; LOAW SW Ap ; 1OYR 3/4 ; LOW SOD 249128 S.F. +/- �� 4-10• so-IV •-e' Q 0.6 AC +1-L 9 : IOVR 3/4 ; LOIAMr SOD 9 : IOVR 5/3 ; Ill SAND 9 ; 10M 4/6 : L01Wr SAND B ; 1OMR 4/4 ; LDAMr SAND DEM M� a ` `�1 10=19• 10-20• -22' 9041 FINISHED FLOOR ELEVATION 84.0 � I 9� SEINER INNERS AT HOUSE 76.46 I c^� C ;, 10MR 5/6 ; SMOFIED C ; 1OVR 5/4 ; SlII C ; IOW 6/4 ; STRATIFIED C ; 10yR 6/6 ; SM47M SEWER NVERr INTO SEPTIC TANK N \ / SANG SAD SAND & GRJMYF]. SAND N cwAva 76.06 19-'132' W/ COBBLES 2O-13a• w/ COBBLES -132' W/ COBBLES 1-138' w/ COBBLES our of Inc T�wK N 15' REAR SETBACK �, SEWER INVERT INTO DiSIRIBUrION 90X 75.70 m ----- .� -- - -- SEWER INVERT Our OF DISTRIeLmoN Box 'i as 7s.so }� NO WATER TO 13r NO WATER TO 138' ND WATER TO 132' NO MITER TO 138' SEAMIER NVERr INTO 75.40 0 7p J. _ • - - • 0 1.�69. RAZE >s MMH/MI IA1E >s MN/MI MATE w/M MN/MI 80TrOM1 OF LEACJ'MNC TRENCFI ! Owl 1dH6�xAMrl lloiv M"Wft LlY THE DEAAR7 611' Q L. w Qf aD Q LTNAAl1�ONAE'NRAL pRiOTE'C1101N1 AND TWIT fllr AAOYE AFM�M.YM WAS PE1dN'ORMNED 9i► IN 001N3f31Fllf WITH THE REpJIIED iRAMMMIIC>ti U / - E)MIISE MD � N 310 CMR 1&017 40 29 SIGNATURE DATE "� _,3 O' C (sE-2622) � n• N Q U Z ° TYPICAL �'M PROFLE Nar 70 BCALE 3 - CU_TEC REICHARGER 330XL 383' n DIST. LNE IN O O 4.33' 12' c� APPRO)RATE TOP OF FISH MOOR - 84.0 SET ALL MANHOLE COVERS TO W M 6' w FISHED GRADE - 81.50t OF FINISH GRADE RISERS N COVERS SMALL BE VMNERTIGHT 2' 21' 2' 25' w FINISHED GRADE OVER TANK = 79.Ot �FMISH GRADE 79.Of Q PLAN OF PLASTIC LEACF�iG CHA�B�S p FAMISHED GRADE OVER LEACHHNG TRENCH - 78.0E } RISER. TVP. NO SCALE RISER 20 LF-1 SCH 40 TOP OF TAN(-77.23 3' WWI. TOP,OF TAM(=76.45 r °° 9 (�) Corer INSTALL iMSPEL:IION P'ORIS N PVC es-2.ox 6 LF-4' SCH 40 PVC SS-1:Ox 3d• (moat) Corer ACCOREANCE WITH MAMFACiUtERS 1r --+, s LE-4. SCH 40 Put @s-1.aac I ° 3 - CULTEC RECHARGER 3300E (OR FNMSHED GRACE r FIRST 2' (T0 BE LEVEL) Z ITN OUT = 76.46 4• SCH. 40 PVC 2' LAYER DOUBLE WOOIll TMO I ORl� - NV Mb76'06 �M k .• NV OUT-75.76 2' qMM T f PER 10 CAR 15,247 �) �� G -� SHEET TITLE PVC TEE (14 MPL) Nv LN-7S.70 HMp . OlR-7s 50 ELEV-76.o4 36•MAX.-9'M L COMPACTED FILL o 4' saH 4o PIIC 2. OF PEA STONE -.. : Septic Plan and Profile GAS BAFFLE CHAMBER NV N- 75.4 24. OR FILTER FABRIC a ►.•. '.: •..r BELL• cc ROHFOHRCm CONCtI:1E 6' CRUSHED DEPT EFFECTIVE BOT. i TO 1 1/2 ' �S STONE BASE Ir CRUSHED �OOd4&.E WASHED 240 ETTEC'11VE ��.., •• �' •i • • . •• • • • STONE BASE M'l�'1 1 r 1 l i ,':r N 1. 4y. I'+ ! +, N:I,, {,,t �H • T-.-�•r _., ;-ir.• ;T• ,. ... �-_._a I;�- 1 "l SHEET NO �.� is - ._ :•!' <.•:� t .,• :. • ..• THE PEASIONE ELIEW 5 MNII UNSUITABLE SOILS, BELOW 3.83' 4�3' D18'iT U RM BOX OF SAS). SWILL BE REMOVED TO THE •C HORIZON' 3 83' AS REA3URED - SEE 1 No GROUWWAiM TO E LEV 67.7 4 OW GALLON ONE-CMARIMN SEPTIC TANG m BE oNoe�-A3 LEVEL srABIE BASE SHORIEr OR WK HEREON. NOTE C2m0 1 ounET Rt�oullm PLA9'TiC LEACI'Q�(3 CT'IA DUAL SHOHREY ST1500 H-10 OR EpLMAL D A T E : 06/19/13 M TO BE INSTALLED ON A LEVEL STABLE BASE 20 0 20 40 RECOIME?O SEP11C TANi( TO BE INSPECTED Ak CLENED NMINLY CULTEC 330XL OR EQUAL a SCALE IN FEET SCALE : 1"= 20' J ' , DRAWN/DESIGN BY: MW CHECKED BY: MWE .K .►n Y i ASSESSORS ZONES 'STONE NO LOT AS SHOWN ON THIS PLAN AND APPROVI'D MAP 252 PARCEL 51 IN ACCORDAK,;E WITH THE OPEN SPACE_ pF_"3,D N;-9AI_ sw►u.ow POND RESIDENCE D-1 RESIDENCE C-1 G.P. DEVI~LOPMµ�NT PROvrslcsras a� THE zaNaNc car�l�r: �,l�cr OF ' E eOEMI OF BARNSTABLE SHALL BE FURTHER MINIMUMS MINIMUMS LOT COVERAGE:MAP 253 PARCEL 9 SUBDIVIDED. AREA - 43,560 S.F. AREA - 43,560 S.F. FRONTAGE - 20' FRONTAGE - 125' NO MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA 1 OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF Q,� W�DT;"i = 125 QUA a 3 FRONT S t ACK 30' = BUILDINGS, STRUCTURES AND PAVED SURF�.CES. D USE SUM , Y LAK 0 60 120 FRONT SETBACK - 30 SIDE SETBACK'S � 15. •- -- _ _ _.___.___ SIDE SETBACKS - 10' SITE CLEARING: REAR SETBACK "+� i5' REAR SETBACK 10 ENT 1 A MINIMUM OF THIRTY PERC (307G) OF THE TOTAL UPLAND AREAS-7C t�^ac 7 _ BUILDING HEIGHT - 30' BUILDING HEIGHT - 30 OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH $9 (OR 2.5 STORIES IF LESS) (� 2.5 STORIES IF. LESS) ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF • T ,-1 2 A C. UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. ? SCALE 1 25,000 OPEN SPACE 13.9E l,C. 45.Po, ROAD 2.90 AC. 9.5% TOTAL 30.47t AC. i 00. _ NO WETt..;kNDS ON -SITE. is I CERTIFY THAT THIS ACTUAL SURVEY WAS FADE ON THE Gv°O�,P40 IN ACCORDANCE WTH `HE LAND , COURT INSTR° ""SONS OF 1989 ON OR BETVv'1=E"! MAY 51,1994 AND JUNE 15,1994. ~ �. DATE:A ..... La C�. C,�, �a5 w . REGISTERED LAND SURVEYOR 912 MAIN ST. 7 0'3TERVILLE, Y - s ~�." °`�Vic• 4 � ,.�-,� . 4A co c*� ERROF ®F ^LOS ;r..: 'iV 32 013' z Z DIRECTION OF ABSO! ' 77 ERROR -- N63'3O, , t=o o Ca i • U N Y �'1rd Ai_!. DIST Id(:'�S .NCT S Y0 "� 4 E.D.M. ARI-_ 7'4�'-D. z� w lw �. _ - NOTE; ALL -C.B.S FOUND HAVE DRILL HALES ,. 0 ®11 d `�.. UNLESS NOTED AS DIS1Uf?BED OP. WT. 4 7 ' 11 iv p - 46 BEvLY GOOSE CAMPr 7083/355 BELL POpV1° m Su �= 45 --.ROAD . NEB°g�'4• � ED WgR�S �. PRIL ATE WAY �•c� ° ' -"''' _ STY SET WIDE -Q4 F ��• Ht1,0S0N ET UX AN Cl l63 s�� � NasB�7• RIGHT OF WAY 21 N66• •T1 20 - r } 4� 45 E 3I0.6 �£ S-W SEA' WIDE NAIL Otte�r6�'I� ¢, C.BO D. § I76.6 -,. .' T mac.•..• s •l /. gs 51 f x PAIL SET o id1Fy• 1�•{ Zrq•fit, y 44) . l 8 U 2'(i U�' 1 S S i L r t ( ~ L wCi ti$. C 1 t U 21 �.... r OFF C.R. rrN _. 52 91- 0.35 nc. 264,015 sq.ft. _ Y U y l 1 55 cancellation b th`3 r rr�Frir,? e 51 0 6.06 AC. " 02.7 • A NSI,'�1't33'"E iegi.stration Case `I"O. 3464 q 1,e.nd in,MEX)Srh8LE j DRAINAG EASEMENT 20' DRAINAGE EA ST - • �ffeeti lot , o �c;E,.?�°---• �- .a u� on Plan N o J C.B. FND. `� y i filed zool rritll Certific:i'te of Titlt: P;:� . _ G�� - � �� N 15,:. :on sq.ft. ► An Informal., note jtha,_jld be $;a "� tie 1"4cs •gir� of , e c? �r� 0e _ /�� rI.m C.B. FND. „ aF, wel s.m on thaw p"'�r, �i kttl f 9 'i4 r.o r�.I.r �I'�» L' . ` Q rtifi,e.." es SACU14 � iaai,pAt" '007 ,62 id To 1 � ,. r at M. n '4i E Ozer =� • D�=cR_ £L_c� , W C.B. FND. • 41 N68�d►0 . . i r j. n C t ° _ i JA�i7 , 4v z ��+► p a"'I �, C.B._FND. o st l �' tri to r<: 4 .�'.� �o/ 5 ' ' •l'3�»�f� NAIL o rn n 1, O 17.2 sq.ft. N i" a.3, �►__/ "' " v N �' 0CL .40 arc. 0 y 80, .y../ 1� �qXy% to R 25.00 F /p L = 37.52' _ Plaq.ft. �r�:p �.! CCT To P12109yS7K SET 15. 3 l !!� S L) ,. . S w C.B. FND. M N68 37• .,, 0.37 cc. o •r"0' I,F,GISTUr1710AJ 0� Z ro '00`E , o���. a F ca u?_ .. i s ow ,rr A L.LO w IIU i Le /� > ,•r`� PL 10 N 2.1" Rd • D3 �� 1&, � ,�, qN, 31 A / , s 0.43 J O O Jam' •� �� / //F Ak r C.B. FND. "'� � ^ 21 a .ft. R �-x 25.00 a , (il� '� 3J'27 O.SO CCPds + � 5.0 ' x w w 0.12 acros �. °� l `'` CO o "�1.7 �'y .�• . AIL vi 33A 11�.914' ti° '� o" ti 0 N '(� I 3 Rep '�. 04 W a R *■ 25.00' U' 9 of 216 :ft. r` j r. .� ► L +� 39.27 • �• ?fig �. . ,� �4, - 0.26 acres '� crL�,,`�`�• �2' ,,,, o �► C.B. FND. 4 b0 0 0 •Q o� R 25.00° '� APPROVAL SUBJECT TO COW--ANT aR 21.74' 36 �q 18z*00J0O�C.B. FNDy' �ry TO BE RECORDED HEREWITH. ,�1+V1 22, sq.lrt. I £ t k +3 III • T IMAM L rLANNING BOARD to 4j 0.52 as 30 0 , "r�. w w r j^�p„�` . �"• � APPROVED I��d ACCORDANCE 1'� 7P"1 1• ` f• r1QetT'� nn � do-. .. .<_.. .,. -_ __ _.___.--•. '-:, _ . •F .era•........+' \ rt �4 ° •. �. � r �F :' DATE Y C B FND �'°"'.. �I:a �'I •��` P_ . �.... Wr~*. ���`r^�," � � ` ,�. � � �'" �, 'Yap � � D ram, ,:.. ;' �g �. �/V� ®"j �i'".� \ �.ey.. S'_ h g .J 4 �/ 0. + y]y/J)1/gyp rp,� ,Y„/• ,,✓�f� t/ I r+". l�s Ai. "f`:..j °Y.•1.,u ^ r' i`J!"' f Fa/^.J sY F ..e � 4. C e FND 562*03'00"w 4 j C.B. FND. aJ +� S� �..� _ ' � >$ o ' 0.55`ncYe�� �� 1�'y � 2 03 00'W f ��...a.. �u�►�'.Il�,,,- �._. A �2 , rn cn v ' .• 'a �. .....=-.' 31 Cu r� 0•07 oa:. n - SFi1'3'' �,. pEt SPAC N ti N 0 S ' -37'32V� a NCH FILED WITH LAND COURT FOE ,,ECG' ._J !30E`_tN��' ~; SEE SKr. • ' C.B. FND. a�9B M, `� IGy•t4� ,,. , 53 2:� �ry� M DEFINITIVE PLAN R*"p 1 "" G.B. FN;?. is u� 1 I, „ , t1.24 R,C. rid ' „+ � ,_�d... m-"'"._..° R.918.48' : q1�•)p ''- .... ' S, FN0. :.= �` s' c$ .13 �`.D•h�l. �,� ' a '3S's5 E ...� P "PACE_ J •rrn I 8 C.B. AID. SG4 57`15 ,� ul►""._ - L�1�°r�'. _ _ .._. .-- 273.97' �� 1�✓ rn _ na� w �918 -, 0 = 1'7231" 9 14 _.__ R '1. E. --- bc��t. 11a'OFF IrND. IN �z r b3�;°�`'+'_ _'�_1'" °-- _____ - _ M J3 5'r2.58' E D.A4. -NAsL SET C.B. _. 4'� G.B. t?D. 8 �°t� /° 5, ✓ t ;XT � o O o O2. a 2 65 a�w A` � •. n..3, &mono , ___.-__. (.H YAN N I S) • ° Lti.181• 3, C.B. FND. 1 ' 1 U c I�ItILfC WAY so' WIDE BARNSTABLE p �^ @ �• o R 358.5 1 � � .h Iv d w `cb( !6 z f-�1 '�1 11...�C. , MASS . � C.B. FND.OFF 0.14' 0 C.B. FND. .� � f-:P ^+ � �.°� ��t/1 � � .B. FND. ,,. N� ry Z �l R9.' FND. MON. HIT p 0 2' oil (3 � �. �°' "io OFF o BEING A SUBDIVISION OF LOTS; -� s2b.� g•00 N I CERTIFY THAT NOTICE OF 44 �N ��', AS SHOWN O �°_.C,.�•. 9 S� rn APPROVAL 'OF THIS PLAN BY THE N R - 1563.93 `N r^ BARNSTABLE PLANNING BOARD HAS C0 L - 40.00' BEEN RECEIVE© AND RECORDED AT R' SCALE: 1"= 60' DATE: JUNE 15,1994 THIS OFFICE, AND NO APPEAL WAS BAXTER & NYE INC. RECEIVED IN THE TWENTY DAYS NOTE: REGISTERED LAND SURVEYORS SUBSEQUENT TO SUCH RECEIPT LOTS 30,31,33.AND 43 ARE NOT CIVIL ENGINEERS 4 AND RECORDING. TO BE CONSIDERED AS SEPARATE BUILDING OSTERVILLE, MASS. » LOTS AND ARE TO BE COMBINED WITH LOTS DATE: 30A,31 A33A. AND 43A RESPECTIVELY. , L.A.K. ' ISLEWO OD,S" Y• _ BAR STABLE fdVM CLERK OWNER 0f RECORD ; KEMN WSE CERT. NO. 108650. ti s _ 'apWw^api.'k+ WrGwM'twkll'itMAP.MM/'�rA'MM51M+rpRrllfRAIM'IMfMM^IMIM�!�IMAIIMMM4•MI11�1' +1'lpuFMR�gAMA'R1•,1;�A1lpAr/tR'aA •?I... .+n1!•"*r'9M*'! """�1""1''!"'�s '""annrMwM!w.•Fli1M�••11 't�'w•1- '"Iae; iwfR' _.__...