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0640 WAKEBY ROAD
� � w�� r _ I r' Town of Barnstable Regulatory Services Thomas F.G ' . eiler,Director = v��,,di Building Division Tom Perry,Building Commissioner 200 Main Street,Hyatmis,MA 02601 Office: 508-862-4038 Fax 508-790-6230 REQUEST FOR ELECTRICAL INSPECTION ELECTRICAL PERMIT NUMBER (Permit required in order to process inspection) Today's Date `) Requested Date of Inspection L1,2 (' `o w C;.r-J hereby request an inspection under Massachusetts General (Mectricia.n) Law chapter 143,section 3L and 237 CMR 4.02(3). The installation will be ready for inspection at a.JNRAr ((5 (Prop rty Location) Type of inspection requested: ❑ Temporary Service ❑ Service Re-inspection Excavation N ❑ ❑':::;;:>:::Rough'R„e�unsnection? c ❑' :::. rvice-Inspection ::: Final ReQ pectaon `y 1_� F Rough Inspection for Gt-6� �eca ($100.00 Re-inspection Fee) 5.1 S U�o�C d t C'Cc���, � :�° • ❑ Final Inspection for E� ❑ Other Owner or tenant Licensee's name, address, and phone k `{awGc CJ ' l ►a v� C Sc a P ��G� �'� �^+��� ' C> s�3 License numberl GZ Licensee's Signature qJ114 J c'a This section to be comp 7/p table Inspector W of res Inspection date ®EC 06 2012 oved ❑Not Approved This work was not approved for violation of the following Articles and Sections of the MA Electrical Code: Q:WPFi1csJbnns:e1ecU quest Rer.4/8/08 Official Use Only cc�� cc77 nn Permit No. ,,; - eLJePar�inen�o�}ire Jewicas Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/07] eave blank APPLICATION FOR PERMIT TO PERFORM ts Electrical ELECTRICAL oWORK All work to be performed in accordance with the Massa t (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: l(� City or Town of- L4,Vol To the Inspector o Wires: By this application the undersigned gives notice of his or her intention to�erform the electrical work described below. Location(Street&Number) 0 ',N* �^:e l e'9 ��C - � �, �,�;���� Telephone No. `� -,lr- 3 i7-�-�`%/ Owner or Tenant .� I'C_t'1 d °� S r C r,7 `'`" Owner's Address v Is this permit in conjunctntion with a building permit? Yes © No El (Check Appropriate Box) Purpose of Building tC�� Utility Authorization No. 1 / Q r/ y Existing Service 1 0 0 Amps I I ovolts Overhead [� Undgrd❑ No.of Meters New Service • Amps ZU/ 140Volts Overhead�-Undgrd El No.of Meters / Number of Feeders and Ampacity 3 Location and Nature of Proposed Electrical Work: �,�N. i�4 l=L P L C Com letion of the ollowin table may be waived by the Inspector of Wires. -"V- No.of Total No.of Recessed Luminaires No. of Ceil.-Susp.(Paddle)Fans Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA Above In- o.o mergency ig ing No.of Luminaires Swimming Pool nd ❑ nd, ❑ Batte Units rTa No.of Receptacle Outlets No.of Oil Burners FIRE ALARM o.of Zones' No.of DetectioitAnp n-) No.of Switches No. of Gas Burners Initiating I3c ices. Total No.of Alerting Devices W 00 No.of Ranges No.of Air Cond. Tons Re—at Pump Number Tons _ KW No.of Self-Contain; d 7a No.of Waste Disposers Totals: _ Detection/Alertin Devices Z 2 W z Local❑ Municipaw ❑ �J � o a o No.of Dishwashers Space/Area Heating KW Connectio g z o ecuri Systems: t a 0�' No.of Dryers Heating Appliances-.' KW S Notyof Devices o E uivalen' z w = No. of o.of Data Wiring: No.of Water KW Ballasts No.of Devices or E uivalent E-- ? Heaters Signs Telecommunications irin Zow' Z No.of Devices or E uiva ent g W � No.Hydromassage Bathtubs No. of Motors Total HP oa 0~ w N OTHER- w"W a Attach additional detail if desired or as required by the Inspector.of Wires. d M� Estimated Value of Electrical Work:. 5� r° (When required by municipal policy.) �oLL s WW M, a Work to Start: 1 7 ►1 Inspections to be requested in accordance with MEC Rule 10,and upon completion. m W INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless o the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The w 0 undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. Q o` a CHECK ONE: INSURANCE [0--i&D ❑ OTHER ❑ (Specify:) I certify,under the and enalties ofpe jury_,that the information on this application is true and complet 1 3�, j/ ,� (e c -, "c i a LIC.NO.: FIRM NAME l� h}}� �.o U„r„r r� Licensee: nC y c-, Signature,/I LIC.NO.: applicable,enter "e m t"in the license number line.) Bus.Tel.No.: (7f PP - P 'r7yt _ 3� -Y7c Address: J cs 1 •^�+'�t�S r' St.'^�[w �'� 1 5�� Alt.Tel.No., *Per M.G:L.c. 147,s.57-61,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one ❑owner ❑owner's a en t Owner/Agent Telephone No. PERMIT FEE: $ Signature II 80bo Fl ^ GE7 �- -� --�- U�� N� Z Gt' 5 -.-.t.•• .,��/.f w�. ..r..-+.wax.:r..r.v-M�v.=vs'4..�y1^�J.-.l-klrtHyti,.+T.r1.%rr-•,. • . a. T-I^+i.�.,..r. ..^..�..a-�Avr�-r.'.„ � ,T , �w `pF 114E Town of Barnstable Regulatory} f- Services p BARNSTARLE. Regula LOly eel vices MASS. 1639 ' Building Division ' piFD MPy e. - 200 Main Street, Hyannis, MA 02601 i Office: 508-862-4038 Fax: 508-790-6230 JJ, Opt Inspection Correction Notice Type of Inspection f Location 6 O ��}61� ��s /l A Permit Number 2 L o Owner �o Au.19kilo c✓ia z Builder �� E One notice to remain on job site, one notice on file in'Building Department. /The following items need correcting: �e- �I D4►m 1, l C✓✓V it' 717z1q71&'4)S —. f 5 S L— 1N?z?I'D 2 �� L S k<evyv-rj 101L�L See- Dn, 1ASC /cam C711 r3 � �--oc-c<Ae=r3&e!� ���� 45 �' oAft D3 3 Please call: 508-862--4-M-fire-ire-9peeetien. Inspected by Date D 11 L v it 4 h° r90 N 6111 to O 47.4' �0 �c�,• Exist. —30.0, 0 '� ed \`QJ N 24.1' Exist. Gar. D Lot 3 �11 11 44,341t S.F. N ►� 1.02t AC. sfl o Z \ Exist. SA.S \ Dec a O „s z 1' Exist, F£g• 31.4' \ 0640, . Ail3' f/64ee• p FuU T �j/, 0 p Fdn. cL ��-- 5�.83r Existing m os,off- Foupdotion �,.. � '�. moo•- \ N � CM N / 0.0 _ CD O�J 30.0' TOWN OF BARNSTABLE ZONING STREET ADDRESS. #640 WAKEBY ROAD BY—LAW ASSESSORS MAP 28 PARCEL 103OWN q_3� ZONE RF DEEDS R.REF.: BK. 24539 NICHAS PG. 2C2 _ 4j• SETBACKS PLAN REF.: PL. BK. 277 PG 66 LOT 3 FRONT = 30, SIDE = 15' REAR = 15' l CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOKEDGE, INFORMATION AND BELIEF THE FOUNDATION PROPERTY LINES SHOWN HEREON SHOW HEREON CONFORMS TO THE HORIZONTAL SETBACKS WERE COMPILED FROM AVAILABLE OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. PLANS OF RECORD AND VERIFIED ON THE GROUND. �P`SNOFM,4S,? "AS-BUIL T" 40 THE FOUNDATION DEPICTED ON THIS � TERRY PLOT PLAN o ANN PLAN WAS LOCATED ON THE GROUND " WARNER IN BY SURVEY ON OCT. JO, 2012 AND No, 38721 EXISTS AS SHOWN AS OF THE DATE ,�� P BARNSTABLE, MASS OF LOCATION. 11 V tsos SCALE. 1"=40' OCT. 30, 2012 P THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY. ID 30�Zi 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT Ming STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT N0. 12-179AS RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT, MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: . 6W awk-F bJ e 4• TOWN: .GliOIQT[o�tLc ,uil�J CONTRACTOR'S NAME&INFO:�����. pn�Jdtiaui�c S Pd�Qx Z�3 scow l ch THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: TYPE-:::.:. ��tJ G b!t THEK MAL CONDUCTIVITY PER INCH: ` AREA THICKNESS R-VALUE CEILING Q 3� WALLS ,y BASE. CEIL GARAGE CEIL ..::::.:.:. G.H. WALL . CRAWL OVERHANG:;:; CATH. WALL...tE,.. co CAT.H. CEIL W.O:WALL ::. FOUND. WALL BLOCK/RU:NN. SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS:MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY F:HONE NUMBER. INSTALLER: RICHIE'S INSULATION,INC. Richie's Insulation Inc. 111 Old Bedford Rd. Westport, Ma 02790 TOWN: ,Gta2SToyS lu 6Ui AREA CEILING 1Z-3S WALLS STAIRWELL BASE. CEIL R-3� G.H. WALL CRAWL OVERHANG CATH. WALL .W.O. WALL FOUND. WALL _ BLOCK/RUNN. SLOPES c `- P/V -� `� o 0 M IMI � J� 1RI /� a TO VI 9 OF R RN'S721, MiTek tl r. ,n MiTek USA, Inc.. _ 14515 North Outer Forty Drive dV :�! v--� Suite300 Chesterfield,MO 63017-5746 314434-1200 Re: 121689 . Ill Fj E/'►'I ML ok e{c_ The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Trussco(RI). Pages or sheets covered by this seal: 119605973 thru I19605975 My license renewal date for the state of Massachusetts is June 30,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely,on lumber values established by others. OF MASS C,fG� 4 og XUEGANG LIU STRUCTURAL NO.43283 o9oF gFGIST ER�� E'SS/ONAL rc VAA September 25,2012 Liu,Xuegang The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. I I f Job Truss Truss Type Qty Ply :11960:59]73 121689 Mot MONO TRUSS 4 1 Job Reference(optional) Trusses,Inc.,N.Kingstown,RI 02852 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Sep 2512:42:15 2012 Page 1 I D:4AEvAwd906gGuTWGI WsVFlybjEa-Ucrk4U 1 zQh9fzadb8CumHwXXhwcXeWB_CY85Kkya4w6 � 0-8-0 4.0-0 3.11-12 I 2x4 Scale=1:20.6 II 4 3.81 12 2x4 3 6 2 1 3x6 4x4= 5 3x4= 8-0-0 B-0-0 Plate Offsets(X,Y): f2:0-0-0,0-1-151.f2:0-1-13,0-6-61 LOADING(pyf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.81 Vert(LL) -0.20 2-5 >468 240 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.49 2-5 >187 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:26 lb FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc pur ins, except BOT CHORD 2 X 4 SPF 1650F 1.5E end verticals. WEBS 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing be Left:2 X 4 SPF 165OF 1.5E installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=595/0-3-8 (min.0-1-8),5=496/0-3-8 (min.0-1-8) Max Horz 2=262(LC 6) Max Uplift2=-322(LC 5),5=-265(LC 7) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-769/456,3-6=-633/466 BOT CHORD 2-5=-703/656 WEBS 3-5=-698/670 NOTES 1)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp D;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)24-0 to 7-10-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'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. 4)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. 5)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. OF AQAS LOAD CASE(S) Standard og XUEGANG LIU r^ STRUCTURAL NO.43283 A90,r AFC/STEPE�0��Q Fry/ONALENG� September 25,2012 ®WARNING-Verify design parameters and READ NOTES ON7WS AND INCLUDED ZTEK REFERENCE PAGE MU-7473 BEFORE USE, Design vald for use only with MiTek connectors.This design is based only upon parameters shown,and h for an individual building component. �• Applicability of design parameters and proper Incorporation of component 4 responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction k the responslbillity,of the7 MiTek• erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Crtteda,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite i1300 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 If Southern Pine SP or Split)lumber is specified,the design values are those effective 08/01R012 by ALSC or proposed by SPIB. TOWN OF C-ARNS TAIRE 2012 SCE 2b3 F,tli�IOf� Job Truss Truss Type Oty 7119605974 121689 T01 DUEENPOST 5 1 Job Reference(optional) Trusses,Inc.,N.Kingstown,RI 02852 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Sep 25 12:42:17 2012 Page 1 ID:4AEvAwdgo6gGuTWGI WsVFIybjEe-R7zVVA2Eyl PN DunzGcxEMLcrojDn6RCGfsdCPdya4w4 �aao a-o a s ao 11-n-1� + 1s ao 16-e o i a8-0 4-14 3-11-1z 3-11-1z a-aa a8-0 Scale=1:28.1 4x6= 4 3.81 12 2x4 ZZ 10 1t 2x4 3 5 R 9 12 2 6 7 0 Id 8 axe II 3x8= 4x8 II 8-0-0 + 16-0-0 ' 5-0-0 8-a0 Plate Offsets(X.Y): 12:0-3-8,Edgel,(6:0-3-8,Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.11 8 >999 240 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TL) -0.28 2-8 >679 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:46 Ib FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-5 oc purtins. BOT CHORD 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. WEBS 2 X 4 SPF-S No.2 rinstalled iTek recommends that Stabilizers and required cross bracing be WEDGE during truss erection,in accordance with Stabilizer Left:2 X 4 SPF 165OF 1.5E,Right:2 X 4 SPF 1650F 1.5E stallatioguide. REACTIONS (Ib/size) 2=1110/0-3-8 (min.0-2-3),6=1110/0-3-8 (min.0-2-3) Max Horz 2=75(LC 5) Max Uplift2=-537(LC 7),6=-537(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-2134/940,3-9=-2058/955,3-10=-1627/698,4-10=-1553/709,4-11=-1553/709, 5-11=-1627/698,5-12=-2058/955,6-12=-2134/940 BOT CHORD 2-8=-884/1932,6-8=-831/1932 WEBS 3-8=-572/431,4-8=-126/499,5-8=-572/432 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp D;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 8-M,Exterior(2)8-0-0 to 11-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced IN OF M standard ANSI/rPI 1. 4'ssgC 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. g XUEGANG LOAD CASE(S) Standard LIU r^ STRUCTURAL NO.43283 Q90,r 9FGI ST EAE� FSSION AL ENG� September 25,2012 A WARNING-Verify design parameters and READ NOTES ONTWSdIm INCLUDED MITEICREFERENCE PAGE MR-7473 BEFORE USE. Design void for use only with MiTek connectors.This design is based only upon parameters shown,and Is for on individual building component. �• Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stab(fity during construction is the responslbilrity of the MiTek• erector.Additional permanent bracing of the overall structure u the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery.erection and bracing,consult ANSI/TPII Quality Criteria,DSB•89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute.781 N.tee Street,Suite 312,Alexandria.VA 22314. Chesterfield,MO 83017 If Southem Pine(SP or SPp)lumber is s effied the deli n values are those effective 001/2012 b ALSC or proposed by SPI8. TOWN 01' 2M SE° 26 D►V► : i 14 , Job Truss Truss Type Oty Ply 119605975 121689 T02 KINGPOST 10 1 Job Reference(optional) Trusses,Inc.,N.Kingstown,RI 02852 7.250 s Aug 25 2011 MiTek Industries,Inc. Tue Sep 25 12:42:18 2012 Page 1 ID:4AEvAwd906gGuTWGIWsVFIybjEa-vBXUWJsjcXErIMApKSTvYgO 7cmrwtOuWMlx3ya4w3 "Voo l 7-a-o 1a-ao naa 14 0-8-0 7•0•0 7-0-0 0-8-0 48 Scale=1:33.0 4 8.00 12 3x4 G 10 ii 3 5 3x4 3x4 i 9 12 3x4 2 6 'Id 8 5x6 11 2x4 I I 5x6 11 7-0-0 14-0.0 7.0-0 7.0-0 Plate Offsets(X,Y): 12:0-2-12,0-0-31,(4:0-5-1,0-2-01,(6:0-4-1,0-0-31 LOADING(per SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.93 Vert(LL) 0.13 2-8 >999 240 MT20 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.20 2-8 >847 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:49lb FT=20% LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc pudins. BOT CHORD 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF-S No.2 rllnstalled iTek recommends that Stabilizers and required cross bracing be SLIDER Left 2 X 4 SPF 165OF 1.5E 4-2-2,Right 2 X 4 SPF1650F 1.5E 4-2-2 during truss erection,in accordance with Stabilizer sta lation guide, REACTIONS (lb/size) 2=983/0-3-8 (min.0-1-15),6=983/0-3-8 (min.0-1-15) Max Horz 2=-339(LC 5) Max Uplift2=-453(LC 7),6=-453(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-1096/403,3-9=-896/408,3-10=-843/412,4-10=-828/435,4-11=-828/435, 5-11=-843/412,5-12=-896/408,6-12=-1096/403 BOT CHORD 2-8=-1707702,6-8=-170/702 WEBS 4-8=0/304 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp D;enclosed;MWFRS(low-rise)gable end zone and C-C Extedor(2)-0-8-0 to 2-4-0,Interior(1)2-4-0 to 7-0-0,Exterior(2)7-0-0 to 10-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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. 5)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. �P�1N OF Mqs 6)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. �o a� LOAD CASE(S) Standard o XUEGANG a LIU STRUCTURAL NO.43283 Q A90,s.'9FGIS7EpE� pSSrONAL rtc September 25,2012 7 FApplicabilily WARNING-Ver(fy design paramders and READ NOTES ONTEIE AND INCLUDED IUTEKREFERENCE PAGE MU-7473 BEFORE US& ign valid for use only with Mitek connectors.This design is based only upon parameters shown,and Is for on Individual building component. �• of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsiblllity of the A�Tek- erector.Additional permanent bracing of the overoll structure is the responsibility of the building designer.For general guidance regarding M fabrication.quality control,storage,derwery,erection and bracing,consult ANSI/TPII Quality Criteria,DSO.89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information avallable from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Chesterfield,MO 63017 If Southern Pine SP or SP lumber is specified,the design values are those effective 06MI12012 by ALSC or proposed by SPIB. TOWN' Or- ButtRN TAB{ r 2012 ��Ptz, v Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides Of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. 1 2 3 diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For cr-s �� wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I 0 WEBS c�a bracing should be considered. T � O= 3 O 3. Never exceed the design loading shown and never U ab = stack materials on inadequately braced trusses. CL u U p o- 4. Provide copies of this truss design to the building c7B c�z CS-6O designer,erection supervisor,property owner and For 4 x 2 orientation,locate BOTTOM CHORDS all other interested parties. plates 0-'Al' from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint This symbol indicates the locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT Plate location details available in MTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. The first dimension is the plate ICC-ES Reports: 10.Camber is anon-structural consideration and is the responsibility of truss fabricator.General practice is to width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 camber for dead load deflection. 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that SYP represents current/old values as published specified. Indicated by symbol shown and/or by AWC in the 2005/2012 NDS 13.Top chords must be sheathed or purlins provided at by text in the bracing section of the SPp represents SPIB proposed values as provided spacing indicated on design. output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15,2011 if indicated. SP represents ALSC approved/new values 14.Bottom chords require lateral bracing at 10 ft.spacing, with effective date of June 1,2012 or less,if no ceiling is installed,unless otherwise noted. BEARING (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades 15.Connections not shown are the responsibility of others. 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MTek®All Rights Reserved 17.Install and load vertically unless indicated otherwise. reaction section indicates joint number where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. environmental,health or performance risks.Consult with project engineer before use. Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPII: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. 20.® Design assumes manufacture in accordance with BCSI: Building Component Safety Information, MiTek ANSIAPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.09/04/2012 TOWN OF BARII'ISTAIPILE 7('112 SFF 26 AN C: fl D,vTT 3aa TOWN OF BARNSTABL E Town of Barnstable �s ['fY 17 PH 3: -54 t Regulatory Services' Thomas F.Geiler,Director BARNSPABLE. ' Building Division _ sb39 Tom Perry,Building Commissioner: ,' 4,sue' " ED Mfd a • _.,ls j 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Lire— PERMIT# FEE: $ .�. SHED REGISTRATION 120 square feet or less 0 U)'-'e—tngLC I&A-0 7-V�P (*LkJ Location of shed(address) Village lV 1 °c-, o [.•�-S v4 A�trdy 1 GZ j 0 8 3 / — O Z Property owner's name Telephone number ZD � 2 e� Size of Shed Map/Parcel# 6 Signature Date Hyannis Main Street Waterfront Historic District? Iv 4 Old King's Highway Historic District Commission jurisdiction? AlA Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN r Q-foris-shedreg REV:042506 Page 1 of 1 Shea, Sally From: Mark Romanowicz [mromanowicz@highlandhomes.us] Sent: Thursday, May 20, 2010 9:23 AM To: Shea, Sally Subject: Waste Removal Company for 640 Wakeby Road Sally: Thanks for your help. Please email or call if you need any other information for Nicholas's application for 640 Wakeby Road. Marstons Mills. Best regards, Mark Direct - 781-591-5205 Cell - 508-889-3117 5/20/2010 i Barnstable Building Department Re: 640 Wakeby Road To whom it may concern: i Please add Waste Express (508)775 11001 as the waste removal firm for the building permit application. We overlooked including this information on the building permit application. Sorry for any inconvenience and please do not hesitate to call if you have any question s or comments. Best regards, Mark Romanowicz - CELL 508 889 3117 Nicholas Romanowicz—CELL 508 317 0241 I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION A Map Parcel L 4 3 Application # �"1 C Health Division Date Issued Z__ Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyainis Project Street Address. !D 10 �)A� r-�gy 4J / Village / "1 Q rL S"TO AJJ M t LLS Owner ZAlt 6- AvV a✓v C C,,it7 Address `i� O 0A 13 Telephone ® � 3 -7 D2 Permit Request A-7�D 04 S i E e- ��D go b 4-Pn..V OA�f Lt- �A-,3 L wt F_iy t= . fL c 4S L. _T;, C_`uV3 9 S^^oe-t Lei L 9-e efo /J E-f-e-C?_er7_ jr ?gfZ,(�. Square feet: 1 st floor: existing proposed ��2nd floor: existing 377 proposed d r Total new er Zoning District R F Flood Plain Groundwater Overlay Project Valuation 3 4X-12-5- Construction Type o n V�4 f. St A,,-e-t Lot Size f6 3 7/ C F Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type:'Single Family Two Family , ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: U Full Crawl ❑Walkout ❑ Other NIrAJ EX1 Sr- Basement Finished Area (sq.ft.) C9 Basement Unfinished Area(sq.ft) ¢5� Number of Baths: Full: existing new Half: existing new Number of Bedrooms: IZI existing new 7"-D � ,3 Total Room Count (not including baths): existing 4e new First Floor Room Count Heat Type and Fuel: UZGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 04 No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes YNo 400 S� Detached garage:Erexisting ❑ new size A Pool: ❑ existing ❑ new size _ Barn: ❑e sting M61�iew:zs-ize_ Attached garage: ❑ existing ❑ new size bsShed: �xisting ❑ new size _ Other: �`?� n o - — CD a- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ cn Commercial ❑Yes 9"No If yes, site plan review# Current Use '� Proposed Use n APPLICANT INFORMATION (BUILD HOMEOWNER) _ Name &4J ;R004.A&0,4/1CZ_ Telephone Number t Address License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE g'� - j� :r• FOR OFFICIAL USE ONLY 0. : s: r 4 ' } APPLICATION# DATE ISSUED MAP/PARCEL NO. ` t ` 4 l ;. ADDRESS VILLAGE OWNER 4 DATE OF INSPECTION: ' FOUNDATION FRAME She r• INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL . GAS: ROUGH FINAL FINAL BUILDING , DATE CLOSED OUT � { ASSOCIATION.PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl (Mm_e-(Business/O ganizati=Thdividuai): . ( C q0(_ 4S . ..A0►MAAr0 /[-,Zn /"1•c Lu �C—ty/StatglZ p: :• eZ M S-F4.4 L L Phone.#: 5-0 $ �3 .l � 6 Z `f r Are you an employer? Check the appropriate bog: Type of project(required):• 1.❑ I am a e to er with 4. .❑ I am a general contractor and I y 6. ❑New construction . employees(full and/or part-time).* have hired the sub-contractors 2111 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 mein any capacity: employees and have workers' [No workers' comp.insurance comp.insurance. $ • -9. [Building addition re ed.] 5. ❑ We area corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions . -am a homeowner doing all.work ❑ , g P . myself, [No workers' comp. right of exemption per MGL . 12.❑Roof repairs insurance required.]t c. 152, §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-contractois 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showiag 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 statemer<t may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains-and penalties of perjury that the information provided above is true and correct QSiPnature: � -f --Date:— Phone#: 5 0 6 317 Q2� Official use only. Do not write in this.area,to.be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): I+Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: . Town of Barnstable �,. Regulatory Services BMWSTABL& Thomas F.Geiler,Director Mass. A,Fo Building Division - Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: .5 JOB LOCATION: Vber streevillage"HOMEOWNER": lCAJ G L &S �QMA"ArOWI ClL 4508 317 v Zf name home phone# work phone# CURRENT MAILING ADDRESS: 1M42_1T3N—r t4 L LO city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. _ � Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with'a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by { several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Town of Barnstable Regulatory Services 'nxx '+. Thomas F.Geiler,Director Fo;9;. 1. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authoriz by this building permit. (Address of Jo **Pool fences and alarms are the respons ility of the applicant. Pools are not to be filled or utilized before fence is i stalled and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOLS 6/2012 i . 11-6ft" re .,.. MKIM ��1'd w9K£Sy wFR TYC Crci �=�v �3 r� 'a�t�zr e,'ilJu Tra Iisir IYindXi-e-as:110 rrrpir Hlinrl.?ones i 'ta� c�zu �i�s `rte Icl rr _ C�n�Nian.ce {fgo CMR 301:2.1.1) R ;x i.; , 7 A SCOPE WindSoe-ed 3 sec.gust) .............................................................. .......................................... 110 mph _ WindExposure Cat agory................... ......................................................,........_.._................._........... Wind Exposure Category................Engineering Required For Entire Project.......................................0 1.2 APPLICAM TY Number of Starias(a roof Which exceeds 8 in 12 sln#)e shall be.considered a story) �._stories �1 2 stories �?c?of Pitch ... _..........,_.........._....:..............._............................(<-rff 2) ..... >.........._.......... �_ MeanRoof Height .....................................................:........(Fig 2)...................._.............................J it x 33' v Building 1N#ith,Vd .......:.......................................................(Fig a)_.......,........................................ ft 80" ✓ Building Le,1t ........................ ...a.h,L ................................. Fig 3)....................................... - ft !;80, i .. . Buildino Aso,ect Ratio(LM) .......... ...(Fig 4)..........-......... .l'� 5 3:1 _ iVorninaf Heighi of Taliesi Opanin92 ...................................(Fig.4-)............... � ` Q y�>.... r r 1 1.3 FrtiAItING COiMECTi034' Generalcompliance vai.h framing connectaras....................t ayle 2:)... �?`i...�`rr a, .....1f�; ..-................ __ 4/ 2.1 FDUNDATION J Ira f=ound.afica Walls meting requimments of 7BO CMIR 5404.1 Concla........... ............................................................ ' `C ,� ` ................... tom" -a i�asan-y ................................................................... ............ ?!.:5i�1,ti�% ..... GnncrEl ........... ..... 2.2 PANC'140 tAGETO FOUNf7ATIoN,1'3 Sig"Anchor Buitz4mbedded or 5/8'Proprietary Mec,°rr,. fc�l Anc;liors as an altemative in concrete oniy Bolt Spacing-gene-rul {Table 4)......................_.. c Boll Spaci;ig'corn end(oint at plate................: .....(Fiq:; Boll Embedment-mncrate.........................,............ (Fig a)...... ............................................ in.a 7' Solt Embedment-masonry............... r" 5. Plate't+issher................:..........................I......... ..................._........... ............. X 3'x .1.1 FLOORS t=#rsor fr3minc member spans chec#ced ..........................(per 780 CPR Cher ter•,;5).................................... -i ............ . ft c 12' Maximum Floor Opeoing(Nmension........I...................... { g 8)............. ............... %. Full HeighINVall Studs at.Floor Ofaen!nus less than 2'fronr Exterior Wa7 ' ig t;)......................................." Y Mtmimum Floor Joist Setbacks Sul porting Laadbe-aring Wafl9 orSheanvall .(Mg 71....._.......,_........................ f d Maxirum Cantilevered FloorJoisl"s - SupporUnp Loadbearing%12Us or Sh arwall ..(Fig 8)...................... .......... ............. fl 5 d r� F!oor Bracing at EiJ+v,al?s...._...............................................(Fig r")......._........................_....................,............ . _.t✓ Floo,'Sheathing Type ....................................................-(per 780 CMR Chapter 51. ............... ��...Rra�°..e���� ._ '✓ rlraor Sheathina Ibicklmss )fir 780 CdrR Chapier 55 in, Floor S;ea'Nr;g FrisiMriing....................................:.............(ir•+b#e 2)..L0_d nails all. in edge 1_-,5 in field 4.i 4VALf_S Wall Height Loadbearino walls..........:.................:...... (Fig 10 and Table ) <10' �. Non-Loadb,.arint alis .................(Fig 10 and Table 5) .. �,? '520' Udall Stud Spacing ...........................:.........................:...(Flg 0 and Table 5)....-.............._[�b_in.5 24'c.c. -�✓ Wall:ifUr}t tJ `ita (l=r� 7 F 83 ............................................... Q fi c d 4.2 EXTERIORMA;_L.5' i+loud Studs t_oadbeannr,t'; ls.........................................................(Table5)...............................?. i14-1in, v .Ion--Loadbearing v,"all., ... ......... 1 ahla;i)........................... 4 - iCi�jn. K r�•r a o .,,zX Gable End Wfal#Bracing 1 `tr r sl!fi aoht end al 4"ardl_......................................... .l-ia`{?)........ _. VVSP-Attic Ficiorl_epg1h.................:.............I............. .........._..........,........................ ft>_trd(3 MIA- Gyps;-Urn Catlin.)Lancifh(if v GF'not::S ri).....:........ t ig 1 1)...................................._.......__.A>tit•`lw and 2 x 4.Cbntinuous Laler-3i Brace @ G ft.o.c...(r F. 11).............................:................................ or 1 x 3 ceiling fiurrino strips( 15';pacing min.with L x 4 blocking (cJ 4 ff.soaciri in en:t loisi or-truss;rays.i n.rubie Top Plalr � // Splice Langtit ............................(Fig 13 and T 131r 6)..........._....................... _.c._r _t--. rs. �� f tam .�. . _ _ .,.... 4 r1 C fri u irle to 1l o.vrl Conxf;tsctio,r tit.High 1YMd,areas: 110 argil 1 11d Zoi!e lRjfr`1S AC�1[1,$C'�.`l:S lE'C.illS'Z [{)€' Cor.-lip,t.I�3i•kCe(76tiC:l°!f?5s0t._.I.I}I LUU W?aanng Wall Connections t�te�af(no,of 1i3d common nriis}.......................:.........(Tables 7).....:................................. ....... -I oadbearing Wall Connections "; .:•: Lateral(no.of llid common Halls).................................(Tabfn i3}....................................................... VI Lf d Rearing Wall Openings(record largest open ina but check ail openings for romp ance to Table 9) Header .:......Spans p ................................................(Table 9)..............................._.:j R-C) in.'E 1 i' Siil,-I'late Spans ............................................_.:........(Table 9)............... ............ ��_fr D lr�.S ti' Pull Heigh[Studs (no. of studs)......................... -(Table 9) .... ` ...._Ljt' ✓ :Jon-!oad Bearing Wall Openings(record lamest opening but check all openings for compliance to Table g) Header Spars........................._...................................(Tabit-9) ................ ........._' it in.5 1z F/ Sill Plate Spans_ ................................ ......... (Table 9)............. ' Full Height Studs(no,of studs)...:................................('table 9):_..........................._........... ..._........ __✓ Exterior Wal!She_=thing to Resist UpfiR avid Shear Sit nultaneou sly 4 tJ,inimurn Build!rig Dimension,lid Flumina!3 lefght of Tailzsi Opening2 ...... ......... ...... ................................. �5 6t _ ...... ........... .. .... ..�_ Sheathing Type........................,.....................(note 4•)._............................_._....."F/Ih..eh.� vel ft? f/ 1EAge Nail Spacing.........................................(Table.10 or note d it less)..................,..._. in. v�! Field tall Spacing...........................................(Table 10)..._...._.... ........_.....v......_...-j&in. .. Stiear'Conhecl?oti no:ot�?CdlxiiTitr3sa��ails TatilL 1't; :.:..::::....:......:............:::.:.:.......•�. ...�_. ....._. .. ..........._. ... . _ Percent.Full-Height Sheathing........:_-.........(Table 10)................................................. > 5`Yc Additional Sheathing for M40 with Opening> 13'8'(Desig_n Concet..f's)..................... -L-1/4 Maximum Building Dimension,L Nominal Height:of Tallast Opening ....... ........ ..................................... ......... ....... ..�5 S'6' i✓ ahcaG`?inp Type..............................................(no: ,.............................................. I Edge Nail' 4 or not r less}Spacing ... :_!Table able 1 t -a a: ..__......... an. Field Nail Sparino................... ........�fPa -- .._.................:..fl'able''r?,1..............................................._. `c� :n. _ Shear Connection(no.of 1Qd co mrncra nais)(Table 1 1)................................................ ..�� ! green! Full-f Ie1ruht Sh thing................. k fable 11)..............°...................__.....�A� 5%Additional.:sheathing for trtlafl vrith'Cpeninn> 6't3'(Design Concepts)......_. ......... W,it Cladding P,ated for Wind Speed?.............................................._.................. ............................................_..._..............,. ✓ - 5.1 ROOFS Roof f:arning member spans cheaed?.....:,..,.............. 1,"or Ra^ers use AVVC Span Tool set,813RS Website) _ Pouf Otrerhand ..........................._._.................(rigurp, "s 9)............ _P,s s mwile,of 2`or L 13 lllss tsr falter tonnectiorrs Ct t_cadl,ear'i?r�Wails Proprietary ietary Connedors uplift............................................._..('Iabto'f2)........................... .u=197 p!f V, ...... ...... .....- _.............._.................._ __V Shop:....................................... r ...........^.xt;t -.__............................_..........a M elf Ridg?Strap Connections, if collar ties n•yt Jlsted per,paae 21... (Tatiie 13). ..............................T 9 pit Gable Rake Ou=fool:er.................................•........ >F 1gtrre—9 } .... . d_f <smaller of 2'or'!2. �✓ Truss or Ra"12r Connections at Norrlsadbeating Walls Proprietary Got'-.ja(G ors iipl.c._.....................................I.......(Ta;plc ;a,.)..............._...w...............:. _.....a= !h. � Laterni(no, of 166d{onlrrion nails)...(Tai,ie 14).......................................L-alb. Roof Sheathinq Type.................____......_.............._ (ppr'780 bA R Chapters SR and 59)............. _.�.. In Roof Sheathino Thi✓mess..._....:...................:........:....°.............................................../ in.r iii6'1^.,S[' 1� Roof Shea-thing Fa.stemng-_............................................(i ebie 2)......._....._._.,...;....................... ....,.JP.., Notes, • This checklist shall be me;in its elllireiy,,ei:clL1e'•rnq the sped C'exceplion Mated In.7, t0 the rapirements of 7FD ;IJi .53f31,2.i.1 )tetil 1.if the checklist is pet'r;�i,s anti n3) ti?en tl?e f !lov.%rng rr+nisi sfr��: and hold do !ns are:not required For the Vill-CMi 10 mph Guide: a. Steef Straps.per Flcaure 5 c ��t`i)r.r`;�:\o b. 20 Ga9 P,Straps per Fyur c i �`. jr;; ;W_ r / l�.".i i i. S d. All Slaps per Figure 17 �_ t � ( � � nt1C1`1kn� U i� e. Corner Stud I-:old Dov ns per Figure eta an.Figure s r . 3 2. E-Yce bon:Opening heights of up, to 8 f.shall be. -perj:riled wlian.51%is add 1.0 heathin reql e"fre.o':.iorn sill plate in+ �,dor wails0.a+rS �a,r b..a mir;i nr,rr 2 in,riomianai t:,sr.kne s p: �?"�tiiA; iF ��' 1 Moe. Sep . 4 , 2012 11 : 56AM Copierl - com No - 9036 P . 1 �IlTD Weston Highland Meadows, LLC"°l ' 197 First Avenue;, Suite 350 Needham MA 02494 78 1 -591 -5200 FAX To: PyDt� _ From: Fax: Phone: Soy- �03? Phone: �4E - 31/7 Pa es: 2 Date: Subject: LJ/ T AJ 44-1 7pf A-F V� U)4-'-iAj�A- SL 1IA( IV,u A 2w � l l Sep . 4 , 2012 11 : 56AM cop ierl • com �� I No 9 0.3 64P P 2 x • m ' lea 24.V 0. Car. Lot 3 A �. 44,341 f S.F. �, v 1.02E AC. o Exist, • \ S.A.R Doc 0 42.1' Ji.B' z Exist. >6.p- J1.4• h(640 � o 40 4' O Pr osed Ad 'tion 1 �I o 0 \` t0 0 m /P0 J0. , \ TOWN OF BARNSTABLE ZONING � � STREET ADDRESS: #640 WAKEBY ROAD BY—LAW ASSESS03 OWNER.OR S MAP 28 PARCEL 1 �Arl W ROMANOW/CZ ZONE RF DEED REF.: BK. 24539 PG. 2 'Q SE78ACKS PLAN REF.: PL. UK. 277 PG. 66 LOT 3 ; FRONT = 30' SIDE = 15' REAR = 15' I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING PROPERTY LINES SHOWN HEREON SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS WERE COMPILED FROM AVAILABLE OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE, PLANS OF RECORD AND VERIFIED ON THE GROUND. PLOT PLAN THE DWELLING. DEPICTED ON THIS SHOWING PROPOSED ADDITION PLAN WAS LOCATED ON THE GROUND IN BY SURVEY ON JUL Y 23, 2012 AND EXISTS AS SHOWN AS OF THE DATE ROi AIG BARNSTABLE, MASS. OF LOCA710N. SCALE 1-=40' JULY 23, 2012 THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY 7 7 TERRY A. WARNER, P.L.S OS d3S LIM 22 LONG ROAD HARWICH, MA. 02645 �19d1��12f�8 �0 R-'01 (508) 432-8309 THIS PLAN /S VOID IF NOT STAMPED AND SIGNED IN RED, 0 20 40 80 � w o , \� h� 47.4' �O �(L• Exist. —30.0'— n� hod C�a m / 24.1' 4 / Exist. Gar. Lot 3 mil D 44,341t SF. �, V 1.02f AC. sD o - rn � \ Exist. S.A.S. 73 \ Dec 42.1' 0 Exist. .0. 31.4' • - O wg. � '�:D #640 0 3t.3' 9,p• O O C 0 ` 40.6' O Pr osed N � p 0- 1 Ad 'tion O O_ 3v.v' TOWN OF BARNSTABLE ZONING S7REET ADDRESS.• #640 WAKEBY ROAD BY—LAW ASSESSORS MAP 28 PARCEL 103 4_3� OWNER: NICHOLAS ROMANOWICZ ZONE RF DEED REF.: BK, 24539 PG. 2 SETBACKS PLAN REF.: PL. BK. 277 PG. 66 LOT 3 . FRONT = 30' SIDE = 15' REAR = 15' 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA770N AND BELIEF THE DWELLING PROPERTY LINES SHOWN HEREON SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS WERE COMPILED FROM AVAILABLE OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE. PLANS OF RECORD AND VERIFIED ON THE GROUND. OFMASy, PLOT PLAN THE DWELLING DEPICTED ON THIS ��= TERRY SHOWING PROPOSED ADDI TION PLAN WAS LOCATED ON THE GROUND ANN N 8 WARNER IN BY SURVEY ON JULY 23, 2012 AND No.38721 BARNSTABLE, MASS. EXISTS AS SHOWN AS OF THE DATE �o OF LOCA 770N. SCALE. 1'-40' JULY 23, 2012 THIS PLAN IS FOR PLOT PLAN 1FRRY A. WARNER, P.L. PURPOSES ONLY. �l Z��Zi S 22 LONG ROAD HARWICH, MA. 02645 I (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 12-179 TOWN OF BARNSTABLE BUILDING IT LICAT :f � Z70 Map ®.2 US` Parcel.'.' > 'Application # Health Division Date Issued V Conservation Division Applicatio.'n F Planning Dept. Permit Fee (p 8 Date Definitive Plan Approved by Planning BoardHe �V Historic - OKH Preservation / Hyannis Project Street Address 13 Y �1 - Village t25 7'c)ill J I L. Ls ,. Owner Y1 GYlo L-A-f Address �..� .y J Telephone 317 Permit Request Ao 7 Do 2 vin E2 gf- T7-y E E ill _X 1 S %tVZ �� i G " 40 u f G DrLyk £2J J£.LdAI_o �LQ(�12• iC S/(��(�(1�-fi�i �E ' FAO (SIP 4 r-4-5 Square feet: 1 st floor: existing proposed 2nd floor: existing1;760 proposed ZGD Total new D Zoning District R Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size / / A4 L Grandfathered: ' 0 Yes ❑ No If yes, attach supporting documentation. DwellingType: Single Family, � Two Family ❑ Multi-Family # units YP 9 Y�. Y Y ( ) Age of Existing Structure Z 706 Historic House: ❑Yes *'N'o On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full LO"Crawl 0 Walkout ❑ Other Basement Finished Area(sq.ft.) d Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing new 0 Number of Bedrooms: 2, existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ' , Oil ❑ Electric ❑ Other Central Air: ❑Yes ANo Fireplaces: Existing New Existing wood/coal stove: 0 YesxNo Detached garage:Xexisting ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ .Appeal # Recorded ❑ Commercial 0 Yes ❑ No If yes, site plan review# .:z Current Use ���� I i')fa/V/?l1AL Proposed Use ��� �- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 00 m Name r G go 11 Ad Ni A AP4WLG12z-- Telephone Number D 31"" -7 �2 Address _ 76 License # A-/2S)VV_r Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �� � DATE J FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: % FOUNDATION,? FRAME _INSULATION .FIREPLACE s:£ ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT , ASSOCIATION PLAN NO.. . The Commonwealth of Massachusetts y Department of Industrial Accidents Office of Investigations 600 Washington Street c Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): ( or-oaI1 QS '� 1M CA VA()S=& 1�Z- Address: City/State/Zip: SG. y��C� C O L%3 Phone #: Sn g �S Are you an employer? Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4. ❑ I am a general contractor and 1 6 ❑New construction employees(full and/t5r pait-time).* have hued the sub-contractors.- _ .__._- _ listed on the attached sheet. 7. Remodeling 12.0 I am a sole proprietor or partner- ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition No workers' comp. insurance comp. insurance.$ 16'q uired.] S. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions right myself. [No workers' comp. , exemption per 12.0 Roof repairs insurance required.] t C. 152 §1(4), and we havvee no n employees. [No workers' 13.0 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. tContractors 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: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: 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 insurance coverage verification. I do hereby certify tinder the pains and penalties of perjury that the information provided above is trice/and correct. Signature. A4� � Date• Phone# 131-7 " U Z q Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/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#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,.or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out.the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s), addresses)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. if an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the aff-rdavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should-you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a.reference number. In addition, an applicant that must submit multiple permit/license applications. pplications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (c)ty or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. ` The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.inass.gov/dia i Town of Barnstable Regulatory Services vMassABIX Thomas F.Geiler,Director 4'Ar 039. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: � I2' � JOB LOCATION: t7 /",A'IZ s T��Vf a '�(� 5 nu r street village "HOMEOWNER": 1 C_qO L,d,4 2e;A-A Alor I v 50 9- .317 Ozlf- I 3.4'�f name // '- t home phone# work phone# W CURRENT MAILING ADDRESS: (O d d IGC R y A A, city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection (procedures and re�quirempnts and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\4STGU5QO\EXPRESS.doc Revised 090809 oFTME Town of Barnstable *Permit# RV668. ' �•s F.Vbw 6 mbndw from Inue date = Regulatory Services Fee DIAM Thomas F.Geiler3 Director Building Division -P ERP,S ET Tom Perry, Building Commissioner MAY 1 1. 2005 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 TOWN'OF BARNSTABLE EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint ip/parcel Number 028 10 3 operty Address Residential Value of Work Minimum fee of•$25.00 for work tinder$6000.00 vner's Name&Address )ntractor's Name Telephone Number Dme Improvement Contractor License#(if applicable) )nstruction Supervisor's License#(if applicable) �99 VOID ]Worktnan's Compensation Insurance Check one: ndam a sole proprietor I am the Homeowner ❑ I have Worker's Compensation Insurance / sutrance Company Name �o 'orkman's Crimp.Policy# tzldQ spy of Insurance Compliance Certificate must be on file. xmit Request(check box) "roof(stripping old shingles) All construction debris will be taken to 6vll( ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign operty Owner tter of Permission. Home Imp ement ctors License' r ' ed. gnature Fonns:expmtrg vise063004 Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Reg istrat(o.n:''_.125460 Ex— 'atTon .`12/22/2005 -;:,Y.Pet: QBA� STEPEHN J.GI ATREUS,'BUILDER STEPHEN GIATRELIS--- °.-.:,.':! 106 CAPE DR MASHPEE,MA 02649 � Administrator Itoop 772:0 1W 1 T i 01/28/1995 01:05 915087906230 PAGE 02 r _-- The Commonwealth of Massachusetts - - DVa,aneent of Industrial Accidents Office of lnvestlgations 600 Washington Street, 7'Floor Boston,Mass. 02111 a _ Workent Com enstation Insurance Affidavit Building/PlumbinVElectrlcal Contractors ati�• 1�C>�i •• ';'� �� ^ .tom, 't�'�'� "'e°:�•'.`vfr."�u?� � °',�,?',,,.°'� r _ - flit" M , s e state aa�7 / phs1II4 t,�D v/ / 31 w - 114 . ❑ I am a homeowner performing all work myself. I Project Type: ❑New Construction emodel (] I am a sole ro rietor and have'no one workin in anyca aciry, �i<:^75+I'Y11 4px:,r s t,y •aFy!A�? r ?!,Yc s-— 4 .'Rn .,..,: [,7 Buil!i%Addition I am an employer providing workers'compensation for my employees working on this job. coma i lieu— add 42 - j '//� h n ,5 / J 7921 In fll: e ✓� c (�',,.%;(a' %N'A'YY'M�17A.�iifJ�:Y;tf?•�. :�ru„_�'l:i,.'Liei9F,;..:��:tY•fTfn��il.�e.�•�i•..,:" q� I am a sole proprietor,general contractor,or homeowner(circle fie) and have hired the contractors listed below who have the following workers'compensation polices: c2mDany name: city, ' one inau _:. COMM name, ad iphone �1py, wr !�`J�!�!4'�11W. iil_ `..lW. .::� ub. "� �:. . �� 1Y>�?f '�F��pir�:�Yt .�'�i.'X"�'SY,Y'ItlR'•`S'Y�'�F�:"!!'�Slilhkf:.�4�A%1i° iP%rA L�,�i�i�'. Failure to secure coverage as required under Section 25A of 152 e itto the imposition of Criminal penalties or a ring up to S1,5:00,00 and/or one years, of this Imprisonment as well w chile to th les to the t of a STD? RIC ORDER and a fine of SI00.00 a day against me. I understand that a copy of ehls statement may be forwaf{�ie��d to the Offlc nvestlg goon t the DU for coverage verification. 1 do hereby cerflJj+&indfer the, slur and p e A rntation provided above is true and rrec Signateue / r / Date Print name Phone:p official use only do not write In this area to be completed by city or town official city or town: perinfulicense# ❑8ullding Department El check It immediate response is required ❑Licensing Board QSelectmen's Office contact person: t! ORcalth Department pervcdSg62m)) 'phone 1 []Other ' l D 11 47.4' to Exist. n� hed n v ?4.f' Exist. Gar. D Lot 3 11 15.0• 44,341t S.F. h. v O 1.02f AC. s° o - \� Exist. S.A.S. \ Dec 42.1' C) \ Exist. �40 �6.p• 31.4'D4 O 31.3' 9,p• 0 O 0 00.6 0 Q Pr posed N `dos,off. Ad 'tion \ \ o % O TOWN OF BARNSTABLE ZONING S7REET ADDRESS.• #640 WAKEBY ROAD �o BY—LAW ASSESSORS MAP 28 PARCEL 103 q_3� OWNER. NICHOLAS ROMANOW/CZ ZONE ; RF DEED REF.: BK. 24539 PG. 2 SETBACKS PLAN REF.: PL. BK. 277 PG. 66 LOT 3 FRONT = 30' SIDE = 15' REAR = 15' 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING PROPERTY LINES SHOWN HEREON SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS WERE COMPILED FROM AVAILABLE OF THE ZONING BY-LAW FOR THE TOWN OF BARNSTABLE. PLANS OF RECORD AND VERIFIED ON THE GROUND. PLOT PLAN 7HE DWELLING DEPICTED ON THIS ������Of MASSkcyG SHOWING PROPOSED ADDITION PLAN WAS LOCATED ON THE GROUND TERRY � !N BY SURVEY ON JUL Y 23, 2012 AND ANN WARNER BARNSTABLE, MASS. EXISTS AS SHOWN AS OF 774E DA7E No.38721 OF LOCA770N. 9c '� SCALE. 1-40' JULY 23, 2012 LLA THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY. 22 LONG ROAD HARWICH, MA. 02645 (508) 432-8309 THIS PLAN IS VOID IF NOT STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 12-179 a� 100 EXISTING KNEE WAIT IS 1 I I I I I I 1 I f l I I I I I i I I 1 1 l i I I ROOM LNWG Ropy I I I I I FED 1 BED 121 I a I I I 1 -- -'-----. .. _.__.- ..-.. I I UP I I I I v! 1 I 1 I I I I I I I 1 I I I I I ' IUTCNEN I I I 1 �. I I I I I I I I BATNROOY � IADN I I I I ROOM I I I 1 I I I I I I 1 I ® I I I I I I I 1 EXR W F12ST ADOR PLAN EXISTING SECOND FLOOR PLAN EXISTING ROB f+l/1N r ROMANOWICZ RESIDENCE _. EXISTING PLANS KJR lo 5.1 2.1 o Ve" = 1'-o" 640 Wakeby Road Marstons Mills i i LI) /o3 R x 4Ir."• m 4 I Ln �a M 4 �—� L KNEE WALL!8t TO T Y Td1 PUTE NEIGI(f OF DUSTING DORMERS ------T--------- I l i 1 I l I 1 I I ONNG i i � i i � I I ROOM 1 1 + i I ._. --- -------- 1 1 NEW LOW SHED DO R '------'--'----'------ -•'.. FL. ---- I -- I l 1 - ON f 11 � t�W 91Ep DORLER � F 1 1 ii I DEMO EXISTING F ______ DEMO DUSTING CHOOIAS&PATCH NEEDED� I _______CHIYN�R PATCH �_.L_ ___________. I I I I r rr I I Kill FED ill ❑ I I ❑ a---------------- ----T----- ------------------,� I � zREYOVE DOOR PATCH AS NEEDED�i2As�► IOTCNENNEWBATMYRENCH,A )T K%.-A(�.�v I pIINEN COAT CLOSET I I I DUSTING FIRST Fl0dT PUN NEW VANTV 3 EXISTING SECOND FLOOR PUN EXISTING ROOF PLAN NEW DOOR MOVE. • TO AVOW MORE / I YORE CLEARANCE �Y-7 w ROMANOWICZ RESIDENCE PROPOSED PLANS KJR 05.1 z.10 T/e = V-0" . 1 NEW DORMER ROOF TO MEET EMTM ROM t i PITCH TO E)=NG DORMER EAVES. ROUGH lIFAD _. Ai .—.—.—.--- ..._. _....... ROUCN HEAD _. —.—. —.—. .—._.—._._.—._._.—.— 1cd A NEW WALL( TCH E%RRNG DORMERS) .- . mK SECOND FLOOR ROUGH _._. ._._._._._._. SECOND FLOOR ROUGH ._._._._._._._ EL- t •1 Vt - EL t •i� — — —.— . ak ROUGH HERO _._. HEAD ._._ _...—,—......... i i b 7u Al FIRST FLOOR ROUGH ._. _._._._._._. FRST FLOOR ROUGH ._._ _._._._._._._._._._._ ELe EL=0• , . ti . E � PROPOSED FROM ELEVATION ROMANOWICZ RESIDENCE EXISTING & PROPOSED FRONT ELEVATION KJR 05.12.10 TRH = 1'_0" NEw 2■6 COLLAR TIES 0 16'O.C. 5 Pm ' I,v A,— T.o.w. 2 a EL=WTCN E)16TING O DORY NEW 2d RAFTERS 0 I6'o.C. — — —.—.—.—.— O 33u NEV 2:4 WALL W/SPRAY IN o ICENYNE OR EQUAL b INSULATION b ib H BEDROOM#1 EAVE SECOND BOOR ROUGH SPACE �_ + .1 _.—._._ —.— — _._._._._ ROUGH HEAD ED BATHROOM DINING ' to ROOM FIRSTFIAOR ROUGH EL=0- CRAWL SPACE BLDING CROSS SECTIONCROSS SECTION ROMANOWICZ RESIDENCE BUILDING CROSS SECTION KJR 05.12.10 $MbK5 DETECTORS REVIEWED BARNSTABLE BUILDING DEPT. D. TE FIRE DEPARTMENT DATE ,'lO7H'S!2NATURES ARE REQUIRED FOR PERMITTING IMPORTANT - UPGRAOE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN - ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE- INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES N T SATISFY THIS REQUIREMENT. —CARBOIMONDRipE ALARIGIS EL.- +14'-7 1/2" �i11 MUST BE INSTALLED PER _.. __..._ . .. .. ' L.... _ . . MASSACHUSETTS BUILDING CODE j I Ti I i' li i 12 ! Li if I j i j Q 1i i! I Ij:'!. f i+ i i' it , I !' it I: !~! ! 4!V! I i i! 'I I ,I ! ' I I I �l V ti 11 IT !I'i I + i I' it i1 Il ii i{'i1 i , I i , i, :; I1 !: ;, ! I ;! I MATCH .EXISTING , I i' f, ,: r i _ L illi , i: I Ili! II'ji j �i. , II� it i 'I j ! ! { lilll! 11 i I "! ii ; I I III .I i 'I Iljlll Ijj ! !i ' ', jlli. i �. 'iii il ! � ; l t i I I l II III I I I I �Ti 11_LL��_ -Ij! I i 1.! iJj- _.I�.�.. ( -L,;_l ll,ll Lit' }' I , ! I , jil !I `i li ! 'r i !i f_1 ` i i ', i ji ! Il _ i! 1( LHi ( i SECOND FLOOR ROUGH -- — I ! ll I ! I I. , I !I IJ { li I !! " II t Yl> ;';I f !:i; li!! ii tl Ii I — — — — — — I i I I I �. I — ! ! ; !il lu' il it I` f j I ;; j` !I I j,! I' lj ;i it it III II fi :.' jj ! I Ili i I y O If EL.= +8'-1 1/2" I l i 'i J_-�11 ' �-`! I- - -w. II 1 ! 11 I I rl i{ i I I i_!_I_1Jjj .�.II I Ii i I1 li'; I I ! `�' ROUGH HEAD ! ' I lT f; i`7-' ;i I — , + i I `ii �f — ! ; Ili EL 8" ,I�' i, I 't if I ii. I' II ! I ! ',f Ij 1 I / i II - !I I i I ::jII i .I it j _. ' i-;ti._ i �u,�• Ill i I Ill I I _ 7 L7 jlii , i_-4--�' ' I Ii ;i I -I' Ili tl� l I+ t I' II 1 ':, ii �1 I,II I' !'! •' i ji , ' ii_ '-ri..:l._ I I f: I `T l i , I ! I ! l ,I_l lJ l r'. I�, _LZ JuL '. I I IJ I' '! '' I I I t" l;'11 I € I I ►! II I I , ; I ; 1 L ,I !I' -T �,1 iLi - Yl.i ! , ,, , ; •� f37 : : -I! �' I j'li II I !i i I li i! ! ii I ii - ._ j C A ! I A 9 i ii I !i I' `I I II ' .I II HI I 'I' it t: I `; ,Ir '! ! €I'! i ; ; f i i f i! !i I f I I ! f i t j I li 1 �lii f %I 'i 'f ! I 1��-�����.-- � I 'tt " '' f��!} i' , ! � I , ; ! ! ( j ' !. I II FIRST FLOOR ROUGH I '!� ll � �I i i I ,!, i � j 'i i j i' ! ! I ! !� II I il: ,I I '! ii! I 1: I Fill fi _ i1 : I t.t l : I! ! , : i! if!!!,!I l EL. 0'0" i tf f i ! ! I: it i ,t I''I i f' it I ! z-ti:,,.� _ _i_` :�,1 i�,..__,i i;,-�- •r i :. .. r f! f.i1_, 1 l I' i ,1:._4_i _v�LlJl!_��f�L i i l _w _ � �' ! { i I i i : f 1 1' f ,f I i I I 11 I ! I ! ;r ! !; :I �' "t ? I` �ys PAUL W. • �o S%NANSON STRUCiU26..1- = ROMANOWICZ RESIDENCE l No•35334 PROPOSED FRONT ELEVATION ` KJS 7.26.1 2 1/4" = 1=O" !SS/ A \C� �kao � aoy4a� fa°(D Cr%a kt b - M J , OIL T.O.W. EL.=MATCH EXISTING @ DORMER ROUGH HEAD — — — — — — — — — — — — — — — — — — — — — EL.= +14'-7 1/2" [I ! I I I _ ..................�_._. .!_�.- -- - - --_�-- 11--'I-I' • ! i I ! • i� I ;. I I I I 11i.i11 III! I! Hill .i 11 11 OlL SECOND FLOOR ROUGH III 111, ` ' — ' EL.= +8'-1 1/2" — — — — — — — — — — — — I i I , H 11 1 I H i!I i I OIL ROUGH HEAD l i i HIIII III ! :'I I' !' :! i Hill i 1 1 11 1 ; 1 l.!!i if II 11 I I I !� l i FIRST FLOOR ROUGH ! { ;!'!` — EL.= 0'-0" I' f it !i'I i III _-1— ! I I ! ! t !! ! ! I! j� PAUL 4 SWA.dSON <{ F1 o STRUCTURAL 1c.:35334o Q ROMANOWICZ RESIDENCE EXISTING LEFT ELEVATION Kos 7.2 6.1 2 1/4" = 1'-O" L 7=r T.O.W. EL.=MATCH EXISTING @ DORMER =: ROUGH HEAD - EL.= +14'-7. 1 71 �i JL.-�.ii—:L�.' L Uj II�'=._ IDIU —, SECOND FLOOR ROUGH - !! - ROUGH HEAD EL.= +6'-8" ! l�! I! I it I ! '! � ; ■ I I l i ! it I I II ! I I �- : !I ! il, ! I ! !! I ! 1 ! I II I ! , II .! 'JUJ '' - o]lil 1 C I I! li ! ( C i i O I I' C II ll lI[ll ' ! it I I ! ! I I'!• ; I, I I I ! { Hli ii H 1112 1. 11 11 11 IT 1: '' i 111111 11 11 111111 liffilWill I j I I ! I ( ! I I I I -_-_--- i. I! ! j 1 ( ! ] ! f 1 ' i ( i I I I I !{. { iFIRST FLOOR FLOOR ROUGH - li►1Lr,L�L�I I; I I II ' ' !i I I I .' i!T ,J- ' ' ,!I I '! EL.= 0'-0' �! ! ! ill. ! ,=1' Ili II II II'Ij � -- ! Il '! i1till I' IT II II I I I II J �? PAUL VV n y' � vY�i1SO!U 1u•.1-5334 �. ROMANOWICZ RESIDENCE PROPOSED REAR ELEVATION KJS 1�4" = 1'-O„ s/QPIAL 7.26.12 i l�Yv I I T.O.W. - -- EL.=MATCH EXISTING @ DORMER - ROUGH HEAD — EL.= +14'-7 1 2" -( '. �: I L,L-: : - - j SECOND FLOOR ROUGH —EL.= +8' 1 1/2" ROUGH HEAD EL.= +6'-8" I if I I 1 1111 111 - ! !! ! ! I I I ! 11 ! `„l.;! I I�! I 1 �-! i ' ii.J ' j!_)_Li:-. I t I ! I I 1 'if ! ! (I I I I ' iJ.l��. i;'I #11", i' ! J.I t ! ! i li l! 1 1 ! tl li 1 t 11 i1 !: !, FIRST FLOOR ROUGH 1 i 0 EL.-- ' 0- " 11 I SWAe !Jc.35334 ROMANOWICZ RESIDENCE PROPOSED RIGHT ELEVATION Kos 7.26.12 �Z ROUGH HEAD — — — — — — — — — — — — — — — — — — — — — — — — — — — EL.= +14'-7 1/2" — 9I 8 S�t�i��� I I 11 11 11 11 11 11 11 if S�� I II II II II II . II II II II II II II II If if II OlL SECOND FLOOR ROUGH — — — — 2x-CEILLUG JUTS — II II II II II II— II if — — — — — — — — — — EL._ +8'-1 1/2" SEE STRUCT. — — — — — — — — — —T.O.W. — EL.= +7'-4 7/8"OIL — — — ROUGH HEAD EL.= +6'-8" FIRST FLOOR ROUGH -- EL.= 0'-0" 2x10 FLOOR JOISTS SEE STRUCT. ll %/ ?\/,� !i=! I I• I E3 I-1Ei I !- �� � 1 V RAU,L Y i. i�SOid •�� '.�. ROMANOWICZ RESIDENCEI �/` BUILDING CROSS SECTION US 7.26.12 1/4" = 1'-O „ 5, 1'-10” EQ. EQ. sn' VA O MWEE i , i , O o MASTER I �- -- BEDROOM i - - - - ---- - -- \. Ln o DINING o I I ROOM 00 F F --- , `7111111111111 -- ---- -- -- --\O -� I I I I I I LIVING RO OM 36' HIGH ' rn `� -- --._...- ---..- --...._. ._._.._.._ ...._.._... _. - - ___ - - _.._.... --... ._._ ...- — _...._ _.._.. -.._..... _ WALL II � W11 11 � HALL'"' � — — ! �`'• 6'_41 CD103 �c UP , .. --1 COD WASHER 00 oo i MASTER I LAUND Y BATH 1, I� DRYER I KITCHEN � '` I I BATHROOM I LAUNDRY O C ROOM WINDOW SCHEDULE: sk SIZE QUANTITY A 30"x60" 5 5'-3" 3'-9" 3'-0�' of B 24"x2O" 5 p `�'��: C 27"x60" 5 DOOR SCHEDULE. SIZE QUANTITY S{,+A`�O1 ;a d � STn!tCTUi?AL =Jt69 101 2'-8'x6' 8" 1 ROMAN OWICZ RESIDENCE 102 2' 8"x6'-8" 1 PROPOSED FIRST FLOOR PLAN KJS 00 103 2'-6"x6'-8" 1 7.26.1 z ,/4" _ ,'-o" u� t 104 2'-8"x6'-8" 1 105 4'-0"x6'-8" 1 "�� I II I I I MATCH EXISTING I �ROOF EDGE EXISTING KNEE l �I I./ vL-iniL. VVHLL 4J ' I I I I I I I , 8:12 8:12 _ n I i PITCH PITCH II ; ........ON.. 1 . I II i 3 N = I II U I II I II � BED #1 BED #2 � II --1---r--� r. --- I II II II II II r - I I N = II II I I II II I � I II II I I II it I I II II I I II II I I IL_-__ -_ JL _ _ I I I I. I � I I I I I I I .ate IF A�ti��J � ROMANOWICZ RESIDENCE o� PAUL f (4 1 PROPOSED SECOND FLOOR' PLAN KJs �� a VANSoiq } !u�P. 7.26.12 1/4" Cl STRUCTURAL. ` ---------- I . I I - I I i I - � i I I I I I I I I I � I I I L------------- L---------, r----�... I I I I i N o r I I i i i L---------� I ------- i I I I I I I I I I I I I I I I i ! I _ . I ----- ------------------------- j .3TRUCTURAL l ROMANOWICZ RESIDENCE ^ FIRST FLOOR FRAMING PLAN KJs 7.26.12 1/4" = 1'-0" • �a,,`�S�ON L�� L /Z F HEM ER ----- -----s HEADER II I II oc�w• oo �p 3: o i I o I S� II INN 00 I II I tea " — — 2 YA L z READ R....... — — — L._.�._ / I �` 2-2x8 co w I I cN Q !. ! — _°-- ---- - I II i tk i i L— 2x8 - --J L_' AN. . -- MBER r -7-- — o I 2x6 ROOF RAFT RS 16" O.C. f1 I I /2x8 CEILINd U ISTS ® 1 q, O.0 j /E 443- x8 .42 _3,4x i— -- — — ! i , r PAULW ti , ROMANOWICZ RESIDENCE \�` ROOF FRAMING PLAN KJS I STkUCTURAL. 7.26.12 1/4" = V-0" A N!o.353 r �� Ga 1A, • WINDOW CL WINDOW ABOVE ABOVE --- © B �- ----- ------- - -- I zW m c�Q— o I I I I #5 D WELS. I 24" o I I 0. . VERT. INTO L--- - ISTffG_FDTN. L -I-------1 I F-- - 1 A301 I f ',2-2x10 FLUSH I L---+----1 F- I ,,' I � I • ` I I I --- ------� r--- I I 2-2x10 =1 I I 2x10 LEDGER FLUSH I 2-3/8"x6" @ 16"O.C. oI= b I I I I I 0o I I I I I 4' 0" KNEE WALL . . I I I I I I Ll I I L ------- -- -- ------- --- ---- #5 DOWELS Q WINDOW 24" ABOVE O.C. VERT. INTO EXISTING FDTN 6' 0" 16'-0° elk �o@ NEW EXISTING01 STRUCTURAL ROMANOWICZ RESIDENCE PROPOSED FOUNDATION PLAN KJS s� Chi �10.N L 4 iL /z LYISTING KNEE WALL AY ' F_______ ___ I I I 1 I it i I I I i ON � I 1 JEI UP 7 rvll I I t I 1 I I I 1 1 v IIIlar EN IIIROOMII 11I IIII ! I______________________________________________ I ____________F-1 -________________ EXISRNG BW FLOOR EXISTING SECOND FLOOR affi FMiING ROOF PLAN ROMANOWICZ RESIDENCE EXISTING PLANS KJS 7.26.1 a 1/s" = i'-o" Ok y 7.O.N. El.-W 1.EXWWG 0 DOR UU(NG 0 00RNE _ A ROUGH HEAD - Y'EL.= Vt1'•7 t/7 ❑ EL= H4-] t/l S COND-t t R 7 ROUCH h SECON+DR'-t FLOORr ROUGH - - - - - - - - - - - - + - - - - - - - - - - - - - - - - EL = - - - - - EL= t ROUGH HEAD - - - - ROIRiI - , FRtSi fL00R ROUGH fOt51 BOOR ROUGH - - - - - - - - - - - - - - - - - - - - - - - _ - - - - EL=0• 0• - / fROIR ELEVATION - RFM ELEVATON �i.O.N. Ll.=WTCH EXISTING 0 DORu ROUGlI HEAD - - - - - -.-'- - -'-'- - - - -.- -•- EL= SE R ROUGH �EL�H+6• - EL.= +6.6 fUt51 ROOR ROUGH - - - - - - - - - - - - - - - - - - - - - RIGHT ELEVATION ROMANOWICZ RESIDENCE EXISTING ELEVATIONS KJS 7.26.12 /8" = l'-o" Csj t--G N R PS° Me'S/b� Sh°re Or River Rood or i �. LOCUS a �✓ Wokeby Rd A� LOCUS MAP, 0 NOT TO SCALE 4'0� as o EXIST. WELL GENERAL NOTES: (PER 0M9VER) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Z \ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE W LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: C -310 CMR 15.405(1)(b): N O 1) A 2' variance to the 3' maximum cover requirement, for 5' of max. cover. S.A.S. shall be H-20 and vented. Ln I �O 0D _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 1 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE rn O 6� /0 DESIGN ENGINEER. O I 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING BAR FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. O I y 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. eo I 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 9e O THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF o I HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. O 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. f 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. \ 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS New 120 square foot shed to be �;r \� N �9�3j� AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE %'/.� ' Sp., I DIRECTED BY THE APPROVING AUTHORITIES. built on existing concrete slab. � ' EHOUSE/ ,?6 �' I ��� �F MASS9 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY '0640 �3' ,��P �dG THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PETER T. CONSTRUCTION. C C. tip, C M CIT E N 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SL B IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND LOT 3 o. 35109 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 3� APN 028-103 R INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. I 1.01 Acrest ~ =13.76 4 I F 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND _ L=35.19 ( © IS NOT TO BE CONSIDERED A PROPERTY LIVE SURVEY. 284.12' S 53.05'30" E PROPOSED SEPTIC SYSTEM UPGRADE PLAN f I edge of povemenf I 640 WAKEBY ROAD, MARSTONS MILLS, MA WAKEB Y ROAD I Prepared for: Mork Romanowicz, 191 Route 6A, Sandwich, MA 02563 OWNER OF RECORD BAC HOME LOAN SERVICE � Engineering by: SCALE' DRAWN JOB. N0. T� 1 gn/ _�� _ SG�_ LE 1„_40' P.T.M. 142-•10 � FKA COUNTRYWIDE HOME LOANS _ _ - SEE SHEET_ 2 _ Engineering Works, Inc. 2505 W. CHANDLER BLVD.—BLDG. D-3rd FLOOR 20 SCALE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. CHANDLER, AZ 85224 (508) 477-5313 4/23/10 P.T.M. 1 Of 3 99 �•�\��,9 Benchmark Set LEGEND 98 EXISTING CONTOUR x 99.52„ �' CENTER OF CATCHBASIN x 100.98 EXISTING SPOT GRADE �6• cotchbosin EL.=99.43 (Assumed) OVERHEAD WIRES x 98.65 � 99.43: BARN EXISTING SEPTIC TANK W EXISTING WATER SERVICE o, „ x 99.64 (Token from record As-built) 99,50 TOP OF TANK, EL.=99.42E ,o TEST PIT INV.(OUT)=98.09E BENCHMARK i a RF40 0 9 42 o 99.86 c•9� 99.67 c 99. 7 O 6, x 98.62 osp TP 4j x 99 8 99,7 /vO O o_ ✓�TP-3 .6 `�r� 6 �100.1 k 9,74O � 4VENT99 OCP9.51 \ k 99.9 " yy - qK TP-2 100,02 .67 o O - can + 9.80 TP 1 r 0 100.01 i `` ti r •� X,� " 79• 'moo a EXIS77NG o 4d HOUSE (#640) q�Q�, ; �3• + 99.45 99.78 T.O.F.=101.1E � � q�' 9 v 9 '99,91 CONC. + 98.73 SLAB 99 99.73 N 98.89 99.80 EXIS77NG LEACH PIT ' ' ' ' • • + 99.61 a, + 98.57 TO BE PUMPED, FILLED W/ 100 a + 98.59 SAND & ABANDONED 98.55 Ak, \ , cat osin 1 �i� • e°9e of . b�s.s3 LOT 3 3 �iPo-,;794PN 028-103 + �8;30 R=13.76; 885' 1.01 Acres± L=35.19 + 98.98 98,58 284.12' S 53'05'30" E 99 \�9 98.72 9 98:8i 8.77 100.82 edge of powement 99.69 9917 gg 100.24 CO ������ OF Mgs�9cyG PROPOSED SEPTIC SYSTEM UPGRADE PLAN WA KEB Y ROAD o PETER T. 640 WAKEBY ROAD, MARSTONS MILLS, MA McENTEE CIVIL "' Prepared for: Mark Romonowicz, 191 Route 6A, Sandwich, MA 02563 OWNER OF RECORD No. 35109 SAC HOME LOAN SERVICE Engineering by: SCALE DRAWN JOB. N0. FKA COUNTRYWIDE HOME LOANS SG�Q-� Ct LE�`�\`� 1"=20' P.T.M. 142-10 Zd -�f, � Engineering Works Inc. 2505 W. CHANDLER BLVD.-BLDG. D-3rd FLOOR 12 West Crossfield Rood, Forestdole, MA 02644 DATE CHECKED SHEET No. CHANDLER, AZ 85224 Zj ( 4/23/10 P.T.M. 2 Of 3 �- ) (508) 477-5313 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:95.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX 1 PROPOSED S.A.S. I INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER P INSTALL INSPECTION PORT OVER END UNIT CHARCOAL T.O.F OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE . d VENT �', •e• `'�, F.G. EL: 99.6t(100.3 max.) EXISTING � F.G. EL.=99.7t � F.G. EL: 99.7f �� ens ;� �n� �, �s „ 3• R I, MAINTAIN 2% GRADE (MIN.) OVER S.A.S. INSPECTION L 2 L = 7'(M PORT ® SC t4 (MIN.) 0S=14 (MIN MIN.) HOSE (106 T.O.F.=f01.It 4"SCH0 PVC 4"SCH40 PVC Ell 6 11. TO dINV.=98.09± IN "RTEXISTING INV.=96.47 PROPOSED INV.=96.30 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0' D-BOX INV.=94 4 EXISTING 4 OUTLETS (MIN.) u . SOIL ABSORPTION SYSTEM (PROFILE) S.A.S. LAYOUT EXISTING SEPTIC TANK H-20 RATED { ESTABLISH VEGETATIVE COVER BACKFILL WITH4.EAN NATIVE OR PERC SAND TO TOP OF CHAMBERS 75" NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE (�� t•• ,• .; ON A MECHANICALLY COMPACTED SIX INCH CRUSHED ` BREAKOUT=T ;•• - ::;..;.ti;; :%:�- STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). /I TOP ELEV. 5.3 2) INSTALL INLET & OUTLET TEES AS REQUIRED. q�•1D-INV. ELEV. .9 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM ELEV. 4.0 �l1d1�1 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. `-cl�.�j(, 2.83' 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE . 5' MIN. ABOVE 8011O1. ( _ INVERTS PRIOR TO CONSTRUCTION. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH= 76" 11.3'' r� EXISTING SUITABLE PROFILE NO G.W., EL=88.6 MATERIAL 4 ROWS OF 4 - 16" (H-20) ADS 610DIFFUSER UNITS SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE N.T.S. TYPICAL SECTION 16" 11� SOIL LOG' �, 34" � DESIGN CRITERIA DATE: APRIL 22, 2010 (REF# 12,912) SECTION END CAP SOIL EVALUATOR: PETER McENTEE (SE#1542) 16" HIGH CAPACITY H-20 BIODIFFUSER UNIT NUMBER OF BEDROOMS: 2 BEDROOMS WITNESS: DAVID STANTON-HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I Elev. TP- 1 Depth Elev- TP-2 Depth Elev. TPT3 Depth Elev. TP-4 Depth MODEL 16" HICAP DESIGN PERCOLATION RATE: <2 MIN/IN 99.5 0" 99.5 0" 99.6 I ` 0" 99.6 0" LENGTH 76" A I A NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DAILY FLOW: 220 G.P.D. SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DESIGN FLOW: 330 G.P.D. 10YR 4/2 10YR 4/2 1OYR'4/2 10YR 4/2 DIFFEI7 SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 9a.s tz" 98.s t2" 98.s � 12" 98.7 to" SIDE WALL HEIGHT 11.2" GARBAGE GRINDER: NO B 1 OVERALL HEIGHT 16" SANDY LOAM, SANDY LOAM SANDY LOAM SANDY LOAM LEACHING AREA REQUIRED: (330) = 445.9 S.F. 10YR 5/4 IOYR 5/4 10YR 5/4 1OYR 5/4 OVERALL WIDTH 34" 4640 TRUEMAN BLVD •74 97.0 Cl 30" 96.5 Cl CI 36" 96.6 36" 96,6 Cl 36" 13.6 CF HILLIARD, OHIO 43026 o EXISTING SEPTIC TANK: 1000 GALLON CAPACITY SILT LOAM SILT LOAM SILTILOAM CAPACITY SILT LOAM (101.7 GAL) AovANcw DRAINAGE SYSTE11t5, INC. PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-20 RATED 5Y 5/3 5Y 5/3 5Y 5/3 5Y 5/3 USE 4 Rows of 4 - 1s" (H-2o) ADS BIODIFFUSER UNITS 92.5 cz 84' 92.3 C2 a6" 94'6 C2 60" C2 60" PROPOSED SEPTIC SYSTEM UPGRADE PLAN Wf NO STONE FOR AN S.A.S. WITH DIMENSIONS 11.3' x 25.0' g6 PERC 2" 640 WAKEBY ROAD, MARSTONS MILLS, MA M-C SAND M-C SAND M-CISAND M-C SAND 2.5Y 6/4 2.5Y 6/4 2.5Y,6/4 2.5Y 6/4 Prepared for: Mark Romonowicz, 191 Route 6A, Sandwich, MA 02563 SIDEWALL AREA: NOT APPLICABLE Engineering by: SCALE DRAWN JOB. NO. BOTTOM AREA: . (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) 88.5 132" 88.3 134" 88.6 132" 88.6 132" NTS P.T.M. 142-10 16 UNITS x 6.25 LF x 4.7 SF/LF = 470.0 SF Engineering Works, Inc. PERC RATE <2 MIN/IN. ("C2" HORIZONS) 12 West Crossfield Rood, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 x 470.0 = 347.8 GPD NO GROUNDWATER OBSERVED (508) 477-5313 4/23/10 P.T.M. 3 Of 3 • i LEGEND 99 �, ��9 Ben chm ark Set _ �x 99.5 �� �6' CENTER OF CATCHBASIN - 98 _ _ EXISTING CONTOUR / �6• lchbosin EL.=99.43 (Assumed) x 100.98 EXISTING SPOT GRADE x 98.65 BARN 99.43 &H.i>f OVERHEAD WIRES / - �- � EXISTING SEPTIC TANK W EXISTING WATER SERVICE x 99.64 (Taken from record As-built) TEST PIT 99.50 NV.(OUT)A98.09t-99.42f ,per r � BENCHMARK r �PF j 99.86 99. 7(OC9�' 9 .42 99.67 c _ 0 C x 98.621 ^� �,,Sk Sa �y9y �, .\ �O + 99.74 /� 11 \ \ /V 10�'.09 J TP 4 F o TP-3 ex � 8 99.76�.\ �` O I� Oc� /9.51 "10d.17 \` + 74 w \\\ O A 67 099.9 " TP-2 /�� \0 9 . ,' ��\ 9.80 �o O 100.01 ��� ,may! ]j Al �O IS �� 1, 93,\ moo` TING P�'�, HOUSE (#640) �,�• ` + 99.45 99.78 T.O.F.=101.1 f' 99, 9- .9;l ' CONC. 'S- , 98.73 SLABN 99.73 98'68 -'--- 99-------- ---- 98.89 99.80 - EXISTING LEACH P/ 100----- + 99.61 + 98.5 TO BE PUMPED, FILLED W/ \ 9' + 98.59 SAND & ABANDONED _ 98.55 \� ed9e in of _ '�, - 'S' LOT 3 cat 8 4 APN 028-103 ,` S8,30 R=13.76' 88511 n9 1 L=35.19' 1.01 Acres± 284.12' �------------------ 98.58 S 53'05'30" E `'99, 98.72 98.77 98.81 100.82 �` 17 � edge of Pavement 99.69 99. L-__--99 l00.24 ao� �P��� OF MAssq�y PROPOSED SEPTIC SYSTEM UPGRADE PLAN WAKEB Y R OA D o PETER T. G� 640 WAKEBY ROAD, MARSTONS MILLS, MA McENTEE OWNER OF RECORD { CIVIL "' Prepared for: Mark Romanowicz, 191 Route 6A, Sandwich, MA 02563 BAC HOME LOAN SERVICE No. 35109 Engineering by: SCALE DRAWN JOB. No. FKA COUNTRYWIDE HOME LOANS Jrsj� G��`� Engineering Works, Inc. 1"=20' P.T.M. 142-10 2505 W. CHANDLER BLVD.-BLDG. D-3rd FLOOR SIONAL E CHANDLER, AZ 85224 12 West Crossfield Rood, Forestdale, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 4/23/10 P.T.M. 2 Of 3 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:95.3 FOR A DISTANCE OF 15' AROUND THE ZS PERIMETER OF THE S.A.S. %�,, SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. 05015• INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT CHARCOAL OUTLET AND SET TO 6' OF FINISH GRADE u s. T.O.F. SET TO 6" OF GRADE VENT EXISTING F.G. EL: 99.6t(100.3 max.) F.G. EL.=99.7t � F.G. EL: 99.7t a• �, �, •s. s MAINTAIN 2% GRADE (MIN.) OVER S.A.S. v 0 INSPECTION L = 2( L = 7'( AX)(MIN PORT HOUSE (/610) 0S=1% (MIN.) O S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC T.O.F.=IpV4 fill �o•t 6 11.3" TO 'a^ INVERT EXISTING 48" LIQUID I I LEVEL ADD GAS BAFFLE INV.=96.47 PROPOSED I NV.=96.30 r4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0' -_. . _ . . INV.=98.09t D-BOX INV.=94.94 EXISTING 4 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE) S.A.S. LAYOUT EXISTING SEPTIC TANK H-20 RATED ESTABLISH VEGETATIVE COVER BACKFILL WITH"UEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS 75" NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BREAKOUT=TOP STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). TOP ELEV.=95.33 2) INSTALL INLET & OUTLET TEES AS REQUIRED. INV. ELEV.=94.94 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM ELEV.=94.00 II III IIIIIMI AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 5' MIN. ABOVE BOTTOM OF INVERTS PRIOR TO CONSTRUCTION. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' 76" EXISTING SUITABLE PROFILE NO G.W., EL=88.6 MATERIAL 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL SECTION N.T.S. w s. T 16" 11.2" SOIL LOG 34"� DESIGN CRITERIA DATE: APRIL 22, 2010 (REF# 12,912) SECTION END CAP SOIL EVALUATOR: PETER McENTEE (SE#1542) 16„ HIGH CAPACITY H-20 BIODIFFUSER UNIT NUMBER OF BEDROOMS: 2 BEDROOMS WITNESS: DAVID STANTON-HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I Elev. TP- 1 Depth Elev. TP-7 Depth Elev. TP-3 Depth Elev. TP-4 Depth MODEL 16" HICAP DESIGN PERCOLATION RATE: <2 MIN/IN 99.5 0" 99.5 0" 99.6 0" 99.6 0" LENGTH 76" A A A A NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DAILY FLOW: 220 G.P.D. SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DESIGN FLOW: 330 G.P.D. 98.5 10YR 4/2 12„ 98.5 10YR 4/2 12„ 98.5 10YR 4/2 12" 98.7 10YR 4/2 toll SIDE WALL HEIGHT 11.2" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. GARBAGE GRINDER: NO B 8 8 B OVERALL HEIGHT 16" LEACHING AREA REQUIRED: 330 = 445.9 S.F. SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM ( ) 10YR 5/4 10YR 5/4 10YR 5/4 10YR 5/4 OVERALL WIDTH 34" 4640 TRUEMAN BLVD .74 97.0 30" 96.5 36" 96.6 36" 96.6 36" 13.6 CF ® HILLIARD, OHIO 43026 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY Cl Cl Cl Cl CAPACITY PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-20 RATED SILT LOAM SILT LOAM SILT LOAM SILT LOAM (101.7 GAL) ADVANCED OR/uNaGE SYSTEMS, INC. SY 5/3 SY 5/3 SY 5/3 SY 5/3 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 4 - 16" (H-20) ADS B 92.5 84" 92.3 BIODIFFUSER UNITS C2 PERC C2 C2 PERC C2 60" W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS 11.3' x 25.0' 86" 94.6 60" 94.6 96„ 72" 640 WAKEBY ROAD, MARSTONS MILLS, MA M-C SAND M-C SAND M-C SAND M-C SAND SIDEWALL AREA: NOT APPLICABLE 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 Prepared for: Mark Romanowicz, 191 Route 6A, Sandwich, MA 02563 LF OF BIODIFFUSER Engineering by: SCALE DRAWN JOB. 10. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF / ) 88.5 t 32" 88.3 134" 88.6 132" 88.6 132" 16 UNITS x 6.25 LF x 4.7 SF/LF = 470.0 SF Engineering Works, T Inc. NTS P.T.M. 142- 0 PERC RATE <2 MIN/IN. ("C2" HORIZONS) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET DESIGN FLOW PROVIDED: 0.74 x 470.0 = 347.8 GPD NO GROUNDWATER OBSERVED (508) 477-5313 4/23/10 P.T.M. 3 Of 3 3 N R �o lei ore Or River Road 'P\\ �t`TY• \ <o G� o \\Z �. LOCUS a \�J Wokeby Rd A� LOCUS MAP A NOT TO SCALE o r EXIST. WELL GENERAL NOTES: (PER OWNER) . 1. ALL CHANGES TO THIS PLAN MUST 8E APPROVED BY THE LOCAL ` BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS Z 1 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE w LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: C -310 CMR 15.405(1)(b): N O 1) A 2' variance to the 3' maximum cover requirement, for 5' of Ln — — — max. cover. S.A.S. shall be H-20 and vented. o _ _ �_ — — — _ _ — 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 12, 16,, TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE /0 DESIGN ENGINEER. m ' BAR O6, OIL I 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN O ENGINEER BEFORE CONSTRUCTION CONTINUES. o I I 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 1 r �o9P o o THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF !oo O I HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. `P 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. New 120 square foot shed to be Q ,` 7g.�• 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE built on existing concrete slab, i/, 60, I DIRECTED BY THE APPROVING AUTHORITIES. HOU E ` �26 \� OF �QSS9 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY `f ,f640;�' 1�" I =�P �yo THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PETER T. CONSTRUCTION. C C. b McENTEE 1 1, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS $L CIVIL IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND ' LOT 3 o. 35109 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). J 3� AP N 028- O3 R=13.76 ' I 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE E \ INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. I 1.01 Acrest \ L=35.19' 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND _ _ (( b IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 284.12' s 53•05'30" E Y 1 PROPOSED SEPTIC SYSTEM UPGRADE PLAN I edge of povement WAKEB Y ROAD ( 640 WAKEBY ROAD, MARSTONS MILLS, MA i Prepared for: Mork Romanowicz, 191 Route 6A, Sandwich, MA 02563 OWNER OF RECORD I � Engineering by: SCALE DRAWN JOB. NO. BAC HOME LOAN SERVICE FKA COUNTRYWIDE HOME LOANS _ _ _ _ — ��L G��� SEE_ SHEET_ 2 _ Engineering Works, Inc. 1°=40' P.T.M. 142-10 2505 W. CHANDLER BLVD.-8LDG. D-3rd FLOOR 20 SCALE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. CHANDLER, AZ 85224 (508) 477-5313 4/23/10 P.T.M. 1 of 3 I �'. LEGEND 99 C�r2 PIQ Benchmark Set 98 EXISTING CONTOUR x 99. 6' CENTER OF CA TCHBA SIN �6• catchbosin EL.=99.43 (Assumed) x 100.98 EXISTING SPOT GRADE x 98.65 99.43 BARN OVERHEAD WIRES . EXISTING SEPTIC TANK W EXISTING WATER SERVICE al' x 99.64 (Token from record As—built) ��` - 99.50 TOP OF TANK, EL.=99.42E ,o TEST PIT INV.(OUT)=98.09E � BENCHMARK 99.86 r . �C00, 0 9 42 99.67 c 99. 7 0,P,� oo ' J/� a 1<01 x 98.62 -'`� S 0i ,Sa fvgr tw " 0,11 + 99e74 • � r ',��y �� i0fl 09 A TP 4 O �C> TP-3 x 99,68 99.76 oe� 9.51 N�100.17 o\99 -p VENT \ 99.9 100.02 " \ TP-2 � YY ,67 TP-1 100.01 �O �-' 'oo� EXISTING o as 4 k�l \'`, '�s �So•• ���,, HOUSE (#640) 0 ` Fq + 99,45 99.78 T.O.F.=101.1E , 19 \ i 9 99 91 CONC. + 98.73 / SLAB '+ 98.68 99 99.73 N (o J 98,89 99.80 EXIS77NG LEACH PIT 100 + 99.61 + 98.59 + 98,57 TO BE PUMPED, FILLED W/ SAND & ABANDONED 98.55 cot osin ' • ed9_� of�� . • ' . • 5 ss3 LOT 3 98.4 1 �APN 028-103 + �8.3o R=13.76' 851 1.01 Acres± L=35.19 .I + 98.98 \284.12' — 9858 S 53'05'30" E 99 98.72 9877 100.82 edge of pavement 99Z9 9917 99 98:81 98 77 100,24 O �o 44s'r9CyG PROPOSED SEPTIC SYSTEM UPGRADE PLAN WA KEB Y ROAD o PETER T 640 WAKE6Y ROAD, MARSTONS MILLS, MA McENTEE CIVIL "' Prepared for: Mark Romanowicz, 191 Route 6A, Sandwich, MA 02563 OWNER OF RECORD No. 35109 BAC HOME LOAN SERVICE Engineering by: SCALE DRAWN JOB. NO. FKA COUNTRYWIDE HOME LOANS ZQ SG�l�� C/ TF \'cam Engineering Works, Inc. 1"=20' P.T.M. 142-10 2505 W. CHANDLER BLVD.-BLDG. D-3rd FLOOR 1 12 West Crossfield Rood, Forestdole, MA 02644 DATE CHECKED SHEET NO. CHANDLER, AZ 85224 -aJ( (508) 477-5313 4/23/10 P.T.M. 2 of 3�- 1 • r NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:95.3 FOR A DISTANCE OF 15' AROUND THE I aI l° PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX 1Ia I PROPOSED S.A.S. pSEp S. ' INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT CHARCOAL P T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE w r >J VENT = F.G. EL: 99.6t(100.3 max.) s1 \\\11 EXISTING � F.G. EL.=99.7t � F.G. EL: 99.7E � btvT �� �,n`� R IL MAINTAIN 2% GRADE (MIN.) OVER S.A.S. zu , + INSPECTION "A -- L 23' L 7'(MAX) PORT =EX/SANC/ 0 S=1% (MIN.) 0 S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC HOUSE (ij640) io'I B 11. TO " IN RT EXISTING 48' UOUID pl LEVEL AMINV.=96.47 PROPOSED INV.=96.30 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0' GAS BAFFLE; INV.=98.09f D-BOX INV.=94 4 EXISTING 4 OUTLETS (MIN.) . SOIL ABSORPTION SYSTEM (PROFILE) S.A.S. LAYOUT IXISTING SEPTIC TANK H-20 RATED ESTABLISH VEGETATIVE COVER BACKFILL WITHKftEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS 75" - NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE �. :••,• . :. ;.. ti ON A MECHANICALLY COMPACTED SIX INCH CRUSHED Q� BREAKOUT=T :_;. .ti:: ;;. ;_�,:;::_::• STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). /I TOP ELEV.- 5.3 " 2) INSTALL INLET & OUTLET TEES AS REQUIRED. gy'p;INV. ELEV. .9 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM ELEV. 4 0, m�lllllt� AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. rl .6( 2.83' 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 5' MIN. ABOVE BOTTOM OF _ INVERTS PRIOR TO CONSTRUCTION. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' 76" EXISTING SUITABLE PROFILE NO G.W., EL=88.6 z MATERIAL 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL SECTION N.T.S. KTs 4rN -A c 16„ 1it SOIL LOG 34" -� DESIGN CRITERIA DATE: APRIL 22, 2010 (REF# 12,912) SECTION END CAP SOIL EVALUATOR: PETER McENTEE (SE#1542) �6" HIGH CAPACITY H-20 BIODIFFUSER UNIT NUMBER OF BEDROOMS: 2 BEDROOMS ' WITNESS: DAVID STANTON-HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I Elev. TP- 1 Depth Elev TP-2 Depth Elev TP-3 Depth Elev. TP-4 Depth MODEL 16" HICAP DESIGN PERCOLATION RATE: <2 MIN/IN 99.5 A 0" 99.5 A 0" 99.6 A 0" 99.6 A 0" LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DAILY FLOW: 220 G.P.D. SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DESIGN FLOW: 330 G.P.D. 98.5 IOYR 4/2 12" 98.5 10YR 4/2 12" 98.5 IOYR 4/2 12" 98.7 10YR 4/2 10" SIDE WALL HEIGHT 11.2" DIFFER'SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. GARBAGE GRINDER: NO B e B B OVERALL HEIGHT 16" L SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM LEACHING AREA REQUIRED: (330) = 445.9 S.F. tOYR 5/4 tOYR 5/4 tOYR 5/4 tOYR 5/4 OVERALL WIDTH 34" 4640 TRUEMAN BLVD •74 97.0 30" 96.5 36" 96.6 36" 96.6 36" HILLIARD, OHIO 43026 Cl Cl Cl Cl 13.6 CF EXISTING SEPTIC TANK: LET, GALLON T (MINT" SILT LOAM SILT LOAM SILT LOAM SILT LOAM CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. 994B PROPOSED D-SOX:: i INLET, 4 OUTLET (MINIMUM). H-20 RATED 5Y 5/3 5Y 5/3 5Y 5/3 5Y 5/3 i 92.5 84" 92.3 9 .6 4.6 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS c2 PERC c2 C2 PERC C2 Wf NO STONE FOR AN S.A.S. WITH DIMENSIONS 11.3' x 25.0' 96" a6" 72" 60" 640 WAKEBY ROAD, MARSTONS MILLS, MA M-C SAND M-C SAND M-C SAND M-C SAND 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 Prepared for: Mark Romonowicz, 191 Route 6A, Sandwich, MA 02563 SIDEWALL AREA: NOT APPLICABLE Engineering by: SCALE DRAWN JOB. NO. BOTTOM AREA: . (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) 88.5 132" 88.3 134" 88.6 132" 88.6 132" NTS P.T.M. 142-10 16 UNITS x 6.25 LF x 4.7 SF/LF = 470.0 S F Engineering Works, Inc. PERC RATE <2 MIN/IN. ("C2" HORIZONS) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 x 470.0 = 347.8 GPD No GROUNDWATER OBSERVED (508) 477-5313 4/23/10 P.T.M. 3 Of 3 i