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0211 WHITE OAK TRAIL
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TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ' 1� Parcel O Application #-,d Health Division ® Date Issued -c� Conservation Division tp Application Fee Planning Dept., �- Permit Fee _A Date Definitive Plan Approved by Planning Board 7c 3 Historic - OKH _ Preservation/ Hyannis Project Street Address W 141r� OAK- 17A i C- Village CIF_ CL.2 LC Owner SVf-i ATnVA Address «� �42cJ1C� 1z� 1V Telephone L L O O Permit Request CJA(- TZA bt-n A)-,? oyR C artACsE �7"_L -5A vSE Square feet: 1 st floor: existing 199 v proposed 2nd floor: existing/' 'Z $ proposed Sb o Total new G Q Zoning District Flood Plain Groundwater Overlay Project Valuation S o b Construction Type Lot Size Grandfathered: ❑Yes. ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Wr Two Family ❑ Multi-Family(# units) Age of Existing Structure {91_ Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: dFull at' rawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing Z new Half: existing new Number of Bedrooms: y existing _new Total Room Count (not including baths): existing _new First Floor,Room Count G Heat Type and Fuel: dGas ❑Oil ❑ Electric ❑ Other Central Air: OrYes ❑ No Fireplaces: Existing Z New Existing wood/coal stove: ❑Yes ❑ No Detached garage: 2(e?6 g ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: O'existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) E.iz.r_A Name Eot_NAao l-�ATA►SSES :%( It Telephone Number Address (�, Ca2c.oS IF_ST,oTSS Pfr�/G License # CS - O _7 EVJ4 L�-V kJA 0 Z-�-7 9 Home Improvement Contractor# (o 2 3 Email f,'(- rr)h v ( � c'S Gc ct ch A k L . Co(Y\ Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SE H49; I,JAel&go Ed h SIGNATURE DATE- Z( zo FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ............ : y.. F{gLL. AIN Zoo _. _ oaf : , t l 1N —Ti , Z. , Av,- q n 14, a' D i , i 1 i : 7 : L.. : I � i : : i i I I , I LAw L^ ii I i i 1 I i i.. I i `o S I j I I I i I I i I I i i i I i : : i I. . I ►ter 1_ _ I : : : i S£CoN � �LA� To of Barnstable 'Re ato Sei vices Awes Mehand Y Scab,Director o►�", Buitld�ng Division ` Pa pl]kmrha;Building Cbmmissioner 200:.,M in Street,Hyannis,MA 02601. . . www town.barastabie.ma us ' C?f cc: 508-$62- 038 Fax. 303=790-623:Q Pro a (? exY1ust Complete and Sign T1ts Section, ;�f'l7sx.tag A Builder -: . .:.: as ownere of the subject pxoperty ` _ . herelp anthortze t-:Z4�'.4zb ,tayF�; �4T u t5 to act.on my behalf; in aIl`snattets relative to�voxk a�uthonzed:,by this buiiding.petrriit application;foc:. (Aadress.of J* Pool fencesl and alarms are the responsiblk of the a lira at.PaAYs; pp ate,mot to be filled or ulA zeel before:fence is stalled and:alt final, uispecttons:are performed and accepted.. - S' a : Owner • * Signature o `PP cant . ,. � Pxirit Nata a Ptid Z apie Date. Q-FORMS cOPGO> sioriP� `prom:Yuriy Matskevich To:Jeff Lauzon Date:5/10/2010 Time:11:37:10 AM Page 1 of 2 ACSIMILE COVER PAGE o : Jeff Lauzon From Yuriy Matskevich Sent : 5/10/2010 at 11:37:10 AM Pages: 2 (including Cover). r Subject Attantion: Lois RE: 211 White oak Tail, Centerville „ t .. ��NOV-08-2011 01:30 From: 16172990871 To:15087906230 Pa9e:2,2 Town of Barnstable, u} T: 119 Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main street, Hyannis, MA 02601 RE: 211 White Oak Trail, Centerville, MA As of last month, the owner of the property at 211 White Oak Trail, Centerville, MA has been notified that all work under permit# B 20100536 issued 3/31/10 has been stopped from 9/30/2011 due to non-payment. As of 10/01/11 owners' debt was around $70,000.00. The owner was also notified that New Vision Group is not responsible for any work done by other contractors without pulling separate permits and providing their own insurances. have also notified my.insurance company that owner has proceeded'with his own subcontractors without pulling a permits and providing insurances. All rough.inspections were passed by New Vision Group in 2010-2011 and final gas and plumbing were passed on 9/26/2011. Asper cost of construction, I certify that due to expanding scope of work and changing quality of finishing materials as of 10/01/11 cost of construction was$620,000.00. Also, I certify that New Vision Group refused to perform demolition in the Basement (current walls are moldy) without hiring licensed crew, as owner requested. If you have any questions, please do not hesitate to contact me. Regards, Yuriy Matskevich New Vision Group 617-2933125 mailto: nve@rcn.com ' WL, -21011 01:30 From: 16172490871 To:15087906230 Pa9e:1,'2 � > Town of Barnstable TOW r `' 9 ' Lt Regulatory Services f s , P4�1 7 -49 t Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner - 200 Main Street,Hyannis,MA 02601 :.`l T ST 0}. : www.townbarnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT I, Xnel1S/ � L�%,�1�'.�dl '' , Construction Supervisor License # 137J;-;�Z— , hereby certify that I am no longer the Construction Supervisor listed on the application for the project under construction as authorized by building permit #3491,7aJ� ,issued to(property address) A/7/ire d w lex�11C& on 3-, 31 20C. I also certify that on P-1 , 204 � , I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. -LICENSE HOLDER DATE q/formshcwcontr reference R-5 780•CMR rev:080102 y( .-. ....�..._ ` i h rty E 3wwo a Tools Help e Detail Applittion 24}-1 ; +1 ApPlic art, GC GENERAL C Callect7 StatusJA CTI JE Ord+ner 3 Department BUILDINGF?EPAR, M NIT _.� Qi® t BROOKS.RO-BEF Close/Derry .. . PrvjectMctivdy -R,ESIDENTIALADDITION/ALTERATIt Cartractar �arkflrnr� " Description 7' ATT•Gr RAGE WITH,UN,,F 3iSHED'UNHEATED ST0: AGE(�f�LY ABOVE Business Description FRONT PORCH ADDITION AND REAR LANDING NEG� DOFIMERS Parking!. ' �' ��� '�Fee3 effective 10 As srgned :BusinessMast ? i PrapertylUsep t�Janan#c�m�Eng DatestfscPens Reactivate +' s Location' 11 r i s '° Unit" Existing use ny 1B1fk # SI Adtust Fees Street 1HITEOAKTf?AlL anrng"' RC RESID C Escro ' Parcel 1B 1B _ • ' Mist Ch s A' f tutunicipalityt ' CENT-CENTERVILLE g Subdivision i flood zone Payrnt History Phase a i Proposed 1 Sy i, Audh}iistar�r t: Befineenv4 zvnirrg RC RESID C and uh rsi, ,n 'k$ memo ,Summ Permit Y, � ..� t r Location desc LOTS68 � - COPY DPP t: _ :, pF #land sane Permit Alerts Link Insps P-rerequisites 2;Hazfd/Restr (�31~lirmes ;P5 Bands ' 'Sub Addis Text ( Plan Rzvrew Pnar Hr�tary �Inspections [ alatrans : l[ Fie iev�+s [ Open Items ��/amrn s �Fnd Related jMaintainprgfect/activrt3+detail#arthe curf&t applicatrani .. . . .... _.. :} • tip.. , My,.File 'Ecft Tools Help k . Tr •` ' Schedule Type� requested `Scheduled Tame, Inspector Fzrformd Results � ;.Held Shed EFIN �L1 : , I a , App Profile ER(7UGH } 1 , ESRV'C INSF ; FOUND 1 lLaU• 0 "30ti FAIL FRAME 1 GAS FIN 1 9 GAS RCSU 1 l ITS IN-SP 1 a k ji a.; PLUM FIN 1 l — — - - I PLUM F, GU 1 s G' fn F a , 5LINFrom:Yuriy Matskevich To:Jeff Lauzon Date:5/4/2010 Time:9:13:22 AM Page 1 of 1 _� \ ' ' � t BIZ° \� U 1-� �-,�-�� -gym. �.�a.r.� �- �`,_-a��, � ����. PO BOX 35 1 FBI i 1i ., PVD AVEN IE CANTON, MA 02021 N1=EDHIAM, MA 02•494': TEL`(781) 449-820.0. FAX: (781)449-8205 May 3, 20100 lawn of 6a.rr}s.tabile m �fit Building Departrn.ent 20,0 Main Street Hyannis, MA 02601 . � L Attn:Thornas Perry, Director RE 21:1 'kite Oak Crafltr, ery �. • ' Cent ilf���.d1/IA:c,Ee Dear Si;r } Please e advised that 9,.Richard A. Vol kin,.PE i.nspeetcd the.fc�uiidatic n ins$alilatioiru at: ' " 711 White Oak Trail, Centerville, Massachusett- aril o6servetB that the contractor installed y a.nch.or bolts in lieui f 5/8 anchor bolts;4-' orl Center as sp�e ified'bnr d',esign plan number 6,of g,, dated (reVised) 3/15/2..010. I recommeir d that'the �onitract©r,drill'and epoxy grout, halfway l�'etween each.%"° a.nchor l�gFt; ri�vu,5 $" an:�Chor bolt ii�1'cannJ�li''i:ra�e with the plauu arrd specificatians if you have any questions; please do hot hesitate to a ail ... Respectfully yours, All RAV &ASSOCIATES, INC. m,�lt- 'i'I A.. Richard A. Volkin PE � '✓\Q s o�t�� Town of Barnstable Regulatory Services BMWSTABM 9 ,Mnss. Thomas F.,Geiler,Director 16g9• '�FnMv�s Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 December 6, 2011 Alexandra&Svetlozar Natov 136 Harwich Road Chestnut Hill, Ma. 02467 RE: 211 White Oak Trail., Centerville, MA, Map: 192 Parcel 195 Dear Property Owners: A. This letter shall serve as notice that a'stop work order has been posted by this office on the above referenced property. Be advised.that all work must cease until such time that the stop work order is no.longer in effect. This includes work being performed under permit application number 201000876. This stop work is issued because of a lack of a construction supervisor for the permit listed above. Yuriy Matskevich of New Vision Group, LLC has removed himself as the construction supervisor of record effective November 8, 2011. ; A new qualified construction supervisor must assume responsibility for the permit before the stop work order will'be lifted and work can proceed. The proper paperwork can be found and completed at the Building Department by the qualified individual. Thank you for your attention in this matter. Please do not hesitate to call.if you have any questions. Respectfully, We . uzon Local Inspector (508) 862-40.34 i Kenney & Sams, P.0 TRIAL LAWYERS AND COUNSELLORS AT LAW & � BOSTON C ' METROWEST Old City Hall Southborough Place 45 School Street 134 Turnpike Road Boston,MA 02108 Southborough,MA 01772 Tel. 617:722.6045 Tel. 508-490.8500 Fax.617:722.6046 W W W.KA N D S LEGA L.Co M Fax.508.490.8501 Please reply to our MetroWest Office Michael P. Sams,Esq. mpsams @KandSlegalxom. January 9, 2012 Thomas Perry Building Commissioner Regulatory Services: Building Division Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Massachusetts Public Records Request Massachusetts General Laws Chapter 66, Section 10 Dear Mr. Perry: Enclosed please find a check in the amount of$28.17 which represents the cost and postage for the Public Records Request previously sent to you. I also enclose for your convenience, a self-addressed envelope so you may forward the records to me. Should you have any questions or concerns, please feel free to call me. Very tru y y s, Mi ael P. Sams MPS/cap Enclosure Kenney & Sams, P.0 TRIAL LAWYERS AND COUNSELLORS AT LAW BOSTON METROWEST Old City Hall Southborough Place 45 School Street 134 Turnpike Road Boston,MA 02108 Southborough,MA 01772 Tel. 617:722.6045 .:;r Tel. 508.490.8500 Fax.617:722.6Q46, W W W.KA N D S LEGA L.CO M Fax.508.490.8501 Please reply to our MetroWest Office Michael P. Sams,Esq. mpsams@aKandSlegal.com December 22, 2011 VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED # 7011 1570 0002 6261 4560 Thomas Perry Building Commissioner Regulatory Services: Building Division -- n Town of Barnstable 200 Main-Street Hyannis, MA 02601 Via Re: Massachusetts Public Records Request Massachusetts General Laws Chapter 66, Section 10 Dear Mr. Perry: Pursuant to the Massachusetts Public Records Act, G.L. c. 66, §10, please produce the following records, as defined in G.L. c. 4, § 7, which the Town of Barnstable Building Division(the "Division") maintains: 1. The entire file maintained by the Division concerning 211 White Oak Trail, Centerville, MA(the "Property"); and 2. Any and all documents relating to the Property, including but not limited to,. plans, specifications, building permits, records of inspections, inspection reports, correspondence, investigations, and/or any other documents related. " to the Property. We will reimburse the Office for any reasonable costs incurred in fulfilling this request. Kindly forward the requested documents and any segregable portions of documents that are responsive to this request to my attention at the above MetroWest address. If any documents or materials are withheld due to any exemption or privilege, please provide me with a list of the document(s) and/or material(s) withheld and the reasons for their non-production. As this information is of timely value, I would Thomas Perry-Building Commissioner Kenney &Sams, P.C. December 22, 2011 Page 2 appreciate if you would communicate with me by telephone at(508) 490-8500 if you have any questions regarding this request. As you are aware, Massachusetts General Laws provides that you must respond with this information within 10 (ten) days. I will diary ahead in 10 days for your response. Thank you for your anticipated cooperation with this matter Very tru yours, Michae P. Sams TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map C Parcel Application Health Division Date Issued J 1 Conservation Division Application Fee - Planning Dept. Permit Fee l C) .r Date Definitive Plan Approved by Planning Board C b i (d Historic - OKH _ Preservation / Hyannis Project Street Address "l k Oak- TA2o;;L Village Owner 7o y Address OZ%67 Telephone 6�7 ,9<7���0 Permit Request 9e- 0 o� t Square feet: 1 st floor: existing proposed 2nd floor: existing X / proposed r Tc ig nevi Zoning District Flood Plain Groundwater Overlay *Project Valuation /Oe oaO•,o,�-Construction Type _ M w Lot Size* 44� Grandfathered: . ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) Age of Existing Structure ' 77 Historic House: ❑Yes 9 No On Old King's Highway: ❑Yes N?No Basement Type: 2f Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) R008 Number of Baths: Full: existing new Half: existing ff new 40 Number of Bedrooms: existing new Total Room Count (not including baths): existing A?-7 new First Floor Room Count 6 Heat Type and Fuel: X Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes 19 No Fireplaces: Existing_I_New 1 Existing wood/coal stove: ❑Yes 9 No Detached garage: ❑ existing iff new size_Pool: 2(existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 19 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes dNo If yes, site plan review# Current Use Proposed Use ' APPLICANT INFORMATION {BUILDER OR HOMEOWNER)-, _ - Name :YC1�P./�}� ///�7�7 !//C�sc� Telephone Number jl5'i7"2CM-.Z,37 Address License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING LFROM THIS PROJECT WILL BE TAKEN TO 'SIGNATURE DATE c ? FOR,OFFICIAL USE ONLY j APPLICATION# � DATE ISSUED ., M�P/PARCEL NO. AC'URESS i . ' VILLAGE- � OWNER DATE OF INSPECTION: ` � FOUNDATION FRAME INSULATION FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL -. r GAS: ROUGH FINAL F FINAL BUILDING DATE CLOSED OUT :r« ASSOCIATION PLAN NO. Y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel' ipplication # Health Division Date Issued a' LI Z� Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan'Approved'by Planning Board Historic - OKH Preservation / Hyannis Project Street Address /`-P G� Village �lo►/r�/1 v,�/ Owner St/el 02-e4g &-olLo y Address. /f(Ae4v 1 y0,s% I_1e41 ,y Telephone oo- G Permit Request Square feet: 1 st floor: existing proposed 2nd'floor: existing proposed Total new . Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 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: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new _ Half: existing new Number of Bedrooms: _ 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 ❑ No Fireplaces: Existing New Existing woodAROLI stove: ))Yeg_�J No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑,existing ❑-dew 31zeNJ Attached garage: ❑ existing, ❑ new size _Shed: ❑ existing ❑ new size _ Other: t� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ , Commercial ❑Yes ❑ No If yes, site plan review # j- Current Use Proposed Use APPLICANT INFORMATION •(BUILDER OR HOMEOWNER) Name Tip, 'uv i/O Telephone Number Address /? PAIR-,-/ -r License # C'S-66P/f.S/ w0i v�ry , /;jA / Home Improvement Contractor# Worker's Compensation # -7/ &)C.7 o q(i z/9 ALL CONSTRUCTION DEBRIS RESULTING ROM THIS PROJECT WILL BETAKEN TO 7-rac r Jw .ofTc� SlIGNATURE DATE .5 z i I ' FOR OFFICIAL USE ONLY APPLICATION# r ,DATE ISSUED �w. i -MAP/PARCEL N0. . : t . f ADDRESS VILLAGE OWNER a - k DATE OF INSPECTION: A'-FOUNDATION'.f - FRAME INSULATION. - FIREPLACE r ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL c 'GAS: - ROUGH FINAL r FINAL BUILDINGkk DATE CLOSED OUT z ASSOCIATION PLAN NO. a 04/03/2012 16:46 FAX 6038933554 TANYA 001 ti a.1us able Regulatory Services MAS& Thomfls F.Ceder,Director �T0 ���m Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 Office_ 508-$62-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR' llP i L an ri 1Ju v , owner of property located at 21( Lt/ 0 AA P hereby certify that 1� F� Nzt't'vj-' is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit 4 U I t)6 o g ^ , issued on 201. I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. . oPECtTV OWNER DATE q/forms/ncwcontr refcrcnGe R-a 780 CMR rev:1104l6 r 04/03/2012 16:47 FAX 6038933554 TANYA 2002 r Town of Barnstable �. : Regulatory Services MAE& Thomas X Geiler,Director 1+u "� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Property Ovmer Must: Complete and Sign This Section If Us A Builder I, somolAR-1140il ,as Owner of the subject property p 94e;f hereby authorize 7 /auc��/ {,- [ `e44 J J l I✓'i✓ to act on mp behalf in 0 matt=,telative to'work authoriccd by this building permit J. �� r G LIA C Wert q;l� (Address of Job) Pool fences and alatrns are the responsibility of the applicant. fools are not to be Ued before fence is installed and pools are not to be utilized until all final inspections are perforyandepted. S Signature of Owner Signs of Applicant . ✓ mm Print Name print Name lP 3 2,e Date Q:F0RMS:0WNERPERtvIIMW0M0IS YHE Ip Town of Barnstable CF � . Regulatory Services SAANSrABLV; Thomas F. Geiler, Director MASS. �► s639. Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862=4038 Fax: 508-790-6230 PLAN REVIEW Owner: SVjF710?Af- /U'AT6 V Map/Parcel: Project Address_ -)[ (, 4T T'L OAK' Builder: ��Y Yh ATSk EV —CA . T1ef�zL The following items were noted on reviewing: i o Z C � \ 'JJ®T a w w 61& A.. c.c1�sc-�-�`o�s `v.2ere�! ►�d��.c.�s o o W� , (�1 Reviewed by; . Date: Q:Forms:Plnrvw REScheck Software Version 4.3.0 © I Compliance Certificate Project Title: House addition Energy Code: 2003 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 211 White Oak Trail r, RAV&Assoc.,Inc. Centerville,MA 21 Highland Avenue Needham,MA 02494 ' (781)-449-8200 Compliance: Maximum UA:237 Your UA:232 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1335 30.0 0.0 47 Wall 1:Wood.Frame,16"o.c. 1312 13.0 0.0 91 Window 1:Wood Frame:Double Pane with Low-E 179 0.330 59 Door 1:Solid 20 0.400 8 Floor 1:All-Wood Joist/Truss;Over Unconditioned Space 820 30.0 0.0 27 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.3.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. pf,/ yQGf4X.-I 1TH OFn Z /o -Name-Title Signature a .. o o RICNARO goy A. �v► ' VOLKIry y -o ?� No.22282 • �O��S��7.ER�O�� 4Ngt..Eh6 Project Title: House addition Report date: 02/17/10 Data filename: Untitled.rck Page 1 of 4 i REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.400 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1 Type IC rated,or 2 installed inside an appropriate air-ti ht assembly with a 0.5"clearance from combustible ❑ 9 ) YP )• 9 Y materials.'If non-IC rated,fixtures.are installed with a 3"clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. . ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in unconditioned attics or outside the building are insulated to at least R-8.• ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. ❑ Where exterior walls are used as plenums,the wall is insulated to at least R-8. Duct Construction: ❑ Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181 A or UL 181 B. Project Title: House addition Report date: 02/17/10 Data filename: Untitled.rck Page 2 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: 0 Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: ❑ Water heaters with vertical pipe risers have a beat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: I] All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have.a time clock. . F • a Project Title: House addition Report date: 02/17/10 Data filename: Untitled.rck - Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes ` - Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts ` Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 �. Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below40 1.0 1.0 1.5 1.5 F NOTES TO FIELD:(Building Department Use Only) r i r Project Title: House addition Report date: 02/17/10 Data filename: Untitled.rck Page 4 of 4 A WC Guide to Wood Construction in High Wind Areas:-I e Massachusetts Checklist for Compliance A /(.01 10 VOLKIN Check s,No.22282 0 Compliance 1.1 SCOPE ip 01STS .................... .... ............ NAL- - Wind Speed(3-sec.gust)................................. ................ mph V11" WndExposure Category.................................................................. ........:1....................... --------------B 1.2 APPLICABILITY Number of Stories .......................................................I......(Fig 2)...........................a............� stories :5.4 2 stories .. Roof Pitch ...................................................................... ...(Fig 2) ........................... .'1 12:12 Mean Roof Height ..............................................................(Fig 2)................ .....:......I�S-e A 5 33' ,I 'ry Building Width,W..............................................................(Fi 3 ............................................ . . �Sft 15 go, Building Length, L .................................I..............................(Fig g 3)..........................................67'.-:�P ft Building Aspect Ratio(M ................ . ......(Fig 4).............................................. 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)..........................:..................... :5 6'8'. 1.3 FRAMING CONNECTIONS L General compliance with framing connections..... ..............(Table 2)............................................................. 2.1 FOUNDATION Foundatio Is meeting requirements of 780 CMR 5404.1 on ConcreteMason.ry........................... ......................................... ................................................................. lay 1A 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)...................... .......... � /L in. Bolt Spacing from end/joint of plate XK?— in. :5 6 -12- - ......:.....................(Fig 5)........................ . . -Bolt r— Embedment-concrete.............. .(Fig 5)......................... .". ..................... ..........-.:Z_in.a 7" Bolt Embedment-masonry..........................................(Fig 5)..........................:..:............. in.2: 157 PlateWasher...............................................................(Fig P)......:........................... ............2t 3"x 3'x 1/4" 3.1 FLOORS % Floor framing member spans checked :..............................(per 780 CMR Chapter 55).................................... Az Maximum Floor Opening Dimension...................................(Fig 6)....................J�p!,rz-L'ft:5 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................:................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...............................:.......:.:.........._ft s d ILI, Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)......................I............................... ft Sd FloorBracing at Endwalls...................................I...............(Fig 9)..............*...................................................... Floor Sheathing Type .........................................................(per 780 CMR Chapter 55)...... —L::::- Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... able 2)..!�Z d nails at in edge Floor Sheathing Fastening..................................................(T in field 4.1 WALLS Wall Height Loadbearing walls....... .........................(Fig 10 and Table 5).. .................'........ ft :5 10, Non-Loadbearing walls:..........................................I....(Fig 10 and Table 5)................. ft :5 20' Wall Stud Spacing .............. .........................;...... .....(Fig 10 and Table 5).................106-in.5 24-o.c. Wall Story Offsets ........................................................(Figs 7&8).......................................1....._aft :5d tz 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing wails......... ........................(Table 5)............... ...............2x Non-Loadbearing walls........................ ...............:.......(Table .................2xT-:;Oft in. Gable End Wall Bracing' Full Height Endwall Studs............................. ......(Fig 10)............:....:........:...:..:.,,...........:.. /3 WS P Attic Floor Length................................................(Fig 11).........*........... Gypsum Ceiling Length(if WSP not used)..............:....(Fig 11).......................11............at...... ft a 0.9w 2 x 4 Continuous Literal Brace @ 6 ft.o.c..! (Fig 11).............................. ................................ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....................................1�ft Splice Connection(no.'of 16d common nails)...............(Table 6)...........:, .................. ........... ...... AWC Guide to Wood Construction in High Wind Areas: H0 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)..............(Table 7)........................................................ Non-Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)...............(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for,compliance to Table 9) Header Spans ........................................................(Table 9)...........................-......Yft_in.5 11' 61-1- Sill Plate Spans ........................................................(Table 9).................................. ft_in.511' Full Height Studs (no.of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Ta'419) HeaderSpans............................................................(Table 9).................................. V ft_in.5 12' Sill Plate Spans...........................................................(Table 9)...................................4 ft_in.512" _j Full Height Studs(no.of studs)....................................(Table 9)......................................................... _LL Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, r Minimum Building Dimension,W / Nominal Height of Tallest Opening2 ......... ...:. ` -� 5 6'8' , Sheathing Type............................. ................(note 4)/!1/m�...... A Edge Nail Spacing.........................................(Table 10 or note 4 if less).......... -...... .......- in. f/ Field Nail Spacing..........................................(Table 10)..................................... .....L in. Cr Shear Connection(no.of 16d common nails)(Table 10).................:.................................. � K��byPercent Full-Height Sheathing..........t............(Table 10)......... .��i .4................. Sit �i-7h/N�� 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2................$. .. -.;��....... ................. 5 6'8" (/ 710 7AI-c- 4_1_FA/4717 Qr' Sheathing Type.........:....................................(note Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 11)........................:........................4..in. Shear Connection(no.of 16d common nails)(Table 11)..'. 1� Percent Full-Height Sheathing.......................(Table 11)........ ..%!F: ..............., 1, 3 p Wall Rated for Wind Speed Additional Sheathing for Wall with Opening>6'8°(Design Concepts):..:....::........... ia3. ti 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ................................................... (Figure 19)............. ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearirig Walls Proprietary Connectors ' Uplift....................... ......................:.(Table 12)............................................U= 74If Lateral ...........(Table 12).............................. L= '- If _ Shear.........................:......:..............(Table 12)............................................S plf Ridge Strap Connections, if collar ties not used per page 21..... (fable 13)..... ................T=, plf _ Gable Rake Outlooker......................................... (Figure 20)............fb.Cft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. Roof Sheathing Type.........................:.........................(per 780 CMR Chapters 58 and 59)..............,... Roof Sheathing Thickness........................................... ........................:...--.-.....-...$� in.z 7/16°WSP Roof SheathingFastening 9 ...........................................(Table 2)..........:........................................... / Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 _ b. 20 Gage Straps per Figure 11 _ T c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. - Comer Stud Hold Downs per Figure 18a ' 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness. pressure treated#2-grade. A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Coinpliance(780 CMR P01.2.1.1)11. 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: ' L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double , top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist ` and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment • � y - � . - • • - Ali ' AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMm 5301.2.1.1)1 THIS EDGE RESM ON FP"NG USE&i NAIS . ATSb.r- -- • _ - ....H_-___T---- --- w It tr , • 1 II It _� i i •. • tl 11 s • - 11 1 r � 1 it v t • Q ff tt � 1 + �1 it to • d IJ 11�.r ' •¢ Ir Ir i - u 11 II la ! II to I ri l l e MAIL SPACiM t t See Detail on Next Page Vertical and Horizontal Nailing. for Panel Attachment ICHA%p k T, s VO!..K!N. v+ A No.22282�0 FSS�ONAL�N6 i AWC Guide to Wood Construction in High Wind Areas: 110 nWh Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 f Q 1 i 6 N e • i � ! 1 - j � i3 � 1 FAAANNG MEMBERS � EDGE edfERAAF�fiA �� +L• ± Sir ; 1 t . 1 STAGGERED 3"MM�L WL PATTERN PANEL r PANS—EDGE DOUBLE NAIL EDGE SPA(MG DETAL, Detai l Vertical and Horizontal Nailing for Panel Attachment , a pit gs�cti ARD Gr A. VOLKIN H A ,A No.22282 O � . FSStaNA.L6N�'. CALCULATION SHEET Protect Name ' Sheet Number —Of ? �V& Assoc., Inc. Calculated By P.O.BOX 359 cANTON,MASSACHUSETTS02021 Checked By e� r''? TELEPHONE:(781)449-8200 FAX:(781)449-8205 I ^dl .. .. .. .. ... .. .. .. ... �F ... 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S^ ......i......i...... ......{.......}......i................;......;..... ... .. .. ... .. ... ... .. ... ... ....s...... ....i.......................i....................... }•• I 1 ' i 1 _ I I i I I• I I I I I I m I I 1 'x8 o O 8'0.0 IX 8' C. 2 CR E IN FI ) Ul N 14 COL EON COLUMN DN FOR HEADER SUPPORT IN H COLUMN ON FOR HEADER SUPPORT Ll S m I COLUMN DN ROOF FRAMING TO HEADER BELOW wtE 3 � v z y0 . qD 1 COLUMN ON COLUMN ON O I g 1 11 EXI rMB' 1 r r- IICCR JgSr 1IV 3 1 IN Fl +N it N ON oc LW & -••, COLUMN UP 11 i o • 4�x Y COLUMN UP A ON / 11 ^� �N N ONLA Y MN ON / ra g11 is COLUMN UP 3 ON M DN / 8 DP i I DN \� COLUMN ON COLUMN ON I I I I INDM 'tom I SING � o COLUMN UP / - - SECOND FLOOR FRAMING MR RIDGE.SUPPORT 03/02/2011 17:09 4016472545 ATLAS INSULATION PAGE 02/02 A Atlas insulation Co" Inc. 116 Danielson Pike North Scituate, Rhode Island 02857 (401)647-2500 FAX(401)647-2545 www.atiasinsulation.com March 2, 2011 Building bispector Town of Barnstable To Whom It May COnrQnI: With regard to the foam that was installed at 211 Whi c Oak.Trail Barnstable, MA, we ,used 1./21b GACG loam.with an R-Value of 4.21/inch as well as 211) GACO Foaiil with au R Value of 6.21/In.ch The l/211)Foam.material that was sprayed in the 2xg lopes wc1•c sprayed to a.minimum thickness of 7 1/2"to yield an R Value of R32. We sprayed 21b Foam material in the 2x6 slopes, they werc sprayed to a m1n.i.1mum thicknos. of 5"to yield and R Value of iZ30. Please do slot hesitate to call me with any questions. Thank You, David Denton Atlas J. ulation Co., In.c. INSULATION SEAMLESS GUTTERS CLOSET SHELVING FIREPLACES From:Yuriy Matskevich To:Jeff Lauzon Date:5/10/2010 Time: 11:37:10 AM Page 2 of 2 LA PO BOX 359 21 HIGHLAND:AVENUE, CANTON, iVIA 02021 NEEDHAfvtl, MA 02494 TEL:(781) 44:9-8200. FAX: (78'1) 4449--8205 May 3,2010 Town.of Barnstable Building.Depa rtment 200 Main Street Hyannis, MA 02-601 Attu:Thomas Perry, Director RE: 211"UVh to 00k Trail. Centerville,MA. Dear Sir: , Please be a.dvised that d .Richard A Vol kin,.P.� ins pec:tedthe foundation installation at 211 White Oak Trail, Centerville,Massachusetts, and observed that the contfa-ctor installed anchor bolts in liens of 5/8, anchor bolts,4' on center as specified on design plan number 0 of 5 dated (revised) 3/15/2010. I recormirnend that the.Contractor driill and epoxy grout- halfway between each`%Z'`" 'r anchor bolt, a new 5/8"anchoe bolt.in co mpli'a.nce with the plan and specificaticans. 0 If you hav e dYY questtCnS 'd a not hes"tate o call. Respectfully yours',. ` RAV &AssOCIATES., INC, ��,x4,�r;[� r� ES . •f ..(fig", Richard A, Volkin PE '���`� ° 4 .-f[� :.�NAI. r. s PJ/ 7 A.lessor's Office(1st floor) Map G( � ^ Parcel qS- Permit#. j`� I Ck Conservation Office(4th floor)(8:30-9:30/1:00'-2:00) / Date Issued° S Board of Health(3rd floor)(8:15 -9:30%1:00-4:45) 1 2 Engineering Dept.(3rd floor) House# o� 1 1 FJS y ✓7� P1 - ' - _- - SE �o$� V 1 BE —Now LLE TDe iv 19 =- - - TOWN OF BARNSTABLE 70.1,NFN RECULAMMD Building Permit Application i ddress �1 Q Owner Address ll �N,,,� T-e Cs Tilv—, �c�, L Telephone Permit Request Qnl J First Floor _ square feet Second Floor square feet Estimated Project Cost $ ��CsoCe Zoning District Flood Plain Water Protection Lot Size \'917-00 Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type Qb l r`r/t _ Commercial Residential) Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway A Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information Name �VA_(=)6C ECG,Apm Flo Telephone Number ?�Q^ Address License# 1aa C Home Improvement Contractor# \V1 ) al� .cQ�t '�'� �j� Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION RIS RESU G F OM THIS PROJECT WILL BE TAKEN TO SIGNATURE QDATE BUILDING PERMI DENIED FOR TH F L OWING REASON(S) FOR OFFICIAL USE ONLY 'PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS ' t. ' VILLAGE I ° OWNER � , c DATE OF INSPECTION FOUNDATION ~' FRAME - - INSULATION - FIREPLACB� ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH . FINAL ! - GAS: rROUGH . , s FINAL a FINAL BUILDING DATE CLCySVD OUT-, ASSOCIATION PL'AN•NO. . . _ The Town of Barnstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyamris MA 02601 ofa= 308-790-6n7 „ Ralph Cote. ufldiug Fes 308-775 3344 B For office use only Permit no. Date AFFIDAVIT HOME DWROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERWr APPLICATION MGL c. 142A requires that the"mmnstruction,altuations;renovation,repair,moon+won' improvement,.remo%al, demolition. or construction of an addition to any pre owner oc=pied building containing at least one but not more than four dwelling units or to Mc mreswhich we with other to such residence or building be done by registered oontsactors.with certain cwgldons. along. mquir~ments Type of Work: ;>c-) Fst.Cost \2 hoc, Address of Work. Owner.N=c: Date of Permit Application: \"Z' I hereln•certify that: Registration is not required for the following reason(s): Work exduded by law Job under S1,000 r Building not oanm-oowpied Owner pulling own permit Notice is hereby gi<=that: OWNERS PULLING THEIR OWN PERMIT OR DEALING Wt1AtlNttEGISTEfffiD CONTRACTORS FOR APPLICABLE HOME WROVEENI'M WORK DO NOT HAVE .ACCESS,`'TO •ttE ARBITRATION PROGRAM OR GUARArTIY FUND UNDER MGL c I42A SIGNED UNDER PENALTIES OF PERJURY `' r I hereby apply for a permit as the agent of the owner. GO Registration No. Date Contractor name OR ' ASSESSORS MAP-254 PARCEL-33 i 6g 33 , °23 3O° -, E 117 3q , ° 5 a! ;° o �O�•9' CJ veop, W� co 6 y ' U1 5 ,61 °06 .30° 32 68 . 3 E - - - i CERTIFIED PLOT PLAN F F LOCATION.•211 WHITE OAK TRAIL, CENTERVILLE, MA. PLAN REFERENCE.•L.C.C. 32373 F, PL. BK 254, PG.33 SCALE-F° 40' DATE-AUG. 6, 1996 PAUL E. SWEETSER-P. 0. BOX 565-EAST HARWI CH, MA . 02645 TEL-(508)432-8539 TO. ROBERT & ANN BROOKS ON THE BASIS OF MY KNOW INFORMA TION, AND A SUR VEY MADE ON THE GROUND . E DWELLING IS LOCATED ON THE GROUND 0WY, $ l2/yYo o DA TE PROFESSI 1 w EYOR THE PROPERTY SHOWN ON'', N,;IS LOCATED WITHIN THE DESIGNATED FLOOD HAZARD ZONE 'C' AS DELINEATED ON COMMUNITY MAP A.050001 0015 C ErCT1 VE 4/3178 REVISED.-AUG. 19, 1985 BY THE DEPT. OF HOUSING a URBAN DEVELP. FED. INS. ADMIN. FILE-1354-00 FB.-009 Assessor's map and'lot numb oFTNerc v Sewage Permit number A ....... . ..... ......... d� ♦� a i BABHSTIIDLE, • House number ........ r0 •- O,e�1639. 9� TOWN OF BARNSTABLE , ,, -. Y RUILDING -11SPECTOR APPLICATION FOR PERMIT TO i/�1�„r�s.�7../ �Ql.T..!.®.r! .. ®.... ��Q� 'a........ ' TYPE OF CONSTRUCTION �oJ .,.....: .'a'✓°?..................................... ^F i; ......................... ... ce�...3....19.... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to. the following information:-' Location o.W... 1 T ... .. .1... .z...... 1� % / ... �L ..> .... ..�f. ' ...............O:'��. .......... Proposed Use .......Y&N....../,.1•,� Q..(`!l............................... .... ... . ...: f .................. ........ . .... .................... .. .. . .... . Zoning District .................T.. 0�.............. :....... .................Fire District ...:... ......... Name of Owner a!.rJ' Address .................. Name of Builder .1.�..:�.:.....�/.��id/A!!ul.�.... ...................Address eZ�...' ..................... ......................:.... C <C Name of Architect ...:..........l •...A'ddress ................ .. Number of Rooms ...........,! ...................................................Foundation '... 1.u./s=/v % .......................... Exterior ... .&94 ...... ................ :'..Roofing .../ J!�i�P�L ...J./�✓f.�/ .�.lrl f:. ............ Floors i .............. .. .................... Interior ..�zi�sx.. ?�..:�l.. `, .r.... �G. Heating ,5� �6 ............................................................Plumbing ....... . f?r.!!. ...:... .. Fireplace ..../YAA14&........................................ .................Approximate'Cost .... .. .... ..... Definitive Plan Approved by Planning Board _____ ________________________19-------- . Area �W.......... ................. 4. Diagram of Lot and Building with Dimensions,. r 11�� Pf Fee .... ................ SUBJECT TO APPROVAL OF BOARD'S i HEALIJ ' s �®_o„ 7- 0 : rt CY OCCUPANCY PERMITS REQUIRED. FOR NEW DWELLINGS 3 I 'hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name a � 7-y � Construction Supervisor's License ........... BROOKS, R. J. A=19295 - Z + 26�n77 No ...... .4........ Permit for .................................... r r - - adhition of sun room -; ,..... ... ......................................................... r Location ..................................................................211 white Oak Trail Centerville Owner .........Rr...•J. Brooks ..... l J .•r f 1 1 s d,. j r frame Type.of Construction ` • � Plot .. ............. ......... Lot / i) tj "Permit Granted . -...�1?9.LS t... l`9 84 ... . f ; Date of Inspection ......19 s ' Date Completed � ............ . . } .....19dro _ r0-7 S. �. -• r. t .. - ter_ ,.�,/- y�y�. �r J:. J t ! _ 110 f t' f r Assessor's map and lot number "` IX5- �G � -`3v_ 717 ... .............................. `Y .. SEPTIC. SYSTEM MUST BE INSTAL'LED IN MPLIANCE "'t � �3S WITH ARTICLE 10 STATE,Sewage Permit number .................................................. . to - SANITARY CODE AND TOWN rQyQFxHEtO�y .;0 TOWN' OF BAR99 XB'- LE !! z: i UiH STABLS '�b 9 6W LDING INSPECTOR 'fIl NPY a' APPLICATION FOR'PERMIT ,.0 ..'..........Build House ' :. t3 ; • ....................................,;:, • :� TYPE OF CONSTRUCTION .......WHO.d...FX3ID.G...:................... ...................... ............................. ........ .19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .........Zot .4`. .Wh to Oak„Trail.:...Cen.e.rVille......................................... ................................... Proposed Use ..Resident,ial............................................... . ... ... .......................... Zoning District Ruiaentr.igil..........................................Fire District .............................................................................. Name of Owner ......Address ....3J...Q IA.od...Dr....W ijm. e. ....WJ................. Name of Builder ..JaTI u..X.....3mith..............................Address ...Ba3matab- e...................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ................E................................................Foundation ...PoUned-Co31C.re t.e.................................... Exterior .........Cedar Shingle................:. .............Roofing ......Asphalt..........:....... ......... ................................................ Floors ...........Wall. t ... .................................... o WA1.1 .......Interior ......Drywall Drywkll........................................................... .. ....... .. Heating .......FHA.................................... ..........................Plumbing .................................................................................. Fireplace ........la-$.....................................:.............................Approximate Cost ......835#30.............................. Definitive Plan Approved by Planning Board --------------------------------19-------- Area ......... .. . . ........... Diagram of Lot and Building with Dimensions Fee � s SUBJECT TO APPROVAL OF BOARD OF HEALTH t� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ........................................................:......................... Brooks, Robert It9"'Q .Robert story w No ....................Permit for .................................... ngle family to* dwelling . ................ .......... .. White Oak Trail.. ................. iV`**** Location ................................................................ Centerville . .......... .................................................................... Robert Brooks Owner. ................................................................... frame' Type,of Construction .............................. ........... ................................................................................ Plot ............................ Lot ........... #46 ..................... 30 us An Permit Granted :�u ... . .... ...............19 77 .-Date of Inspection . 19 1j. Date Completed ..1........7 ..............19 PERMIT REFUSED ........................... .... 19 ................................................................................ ............................................................................... ,, ,Approved ..,.............................................. 19 .........................................................:..................... . ........................................................... ................... If * 4;. ""''�...- ., .:- - . 4 ..._ I I r•. i� 3tiF.. ..1. �'t •• - - -.,. :. ..,y,, � .7, 1. I . _ _.� _ � -'_ _. - , r' . 44 4.3 4 {8 4 Jf' . .. �j/ �( -. r s., DIST. EX PA LOT , .. . s LEACH I301i 5 t6' 1 AREA A 7 " l T / '- P I T -_,_,1 p iN I -t t$,4 F.�}Lt•./vt l� I I p�{.� . TEST {s.b 7 sE , ' • a - � . �;1. `" � UC" Mt.r.,&.�I-T%, -�k HOLE! ao" , . {O MIN L # 'I Q; LE� FIEvrrr �5 ._ ,jE1 ,; __T 1. , I. - 18 EXISTING . - ,. o _, 4 4.n'AM t `S k 8 {7.� " " ' K .. . � . . 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IRON SET 150.00' STAKE/NAIL SET ( m IRON ROD N13°2040"E SET 1 10.0'MIN.REAR YARD SETBACK REFERENCES o Q DEED: BOOK 24101 ; PAGE 173 No. 197 WHITE OAK TRAIL LOT 46-A' ai L N/F w 10,O6O S F.`. vs EUGENE P.&GEORGETTE V:MULLIGAN z IR BOOK 2379 ;PAGE 58 PLAN: L.C.C. #323 73 F - } •. � No.283 WHITE 0AK TRAIL s o I NSF PLAN BOOK 254 ; PAGE 33 i� v�i. o. BARBARA D.HANIFAN 11 N,} . • . BOOK 12181 ;PAGE 154 10 .7' .° FIELD BOOK PAGE INSP. BY DRAFT. BY CHECKED BY RECoRDED LAND - M4 65` MIA DRM GCC N13°1730"E SHED_ CNC.BND./D.H. - - 144.31' �' FOUND[ LINE OF REGISTRATION — — CERTI FI CATION- ' IRON ROD w Iu EXISTING REGISTERED LAND I'SET _— I CERTIFY THAT THIS PLAN WAS MADE FROM IV oFMA I Z PORCH m r. AN INSTRUMENT SURVEY ON THE GROUND ���P ss9� TO REMAIN EXISTING DECK TO O y o w f, GE REMAIN G „�':, I o REMAIN _a BETWEEN THE DATES OF NOVEMBER 3 AND 1 o k° o, - NOVEMBER 12, 2009 AND ALL STRUCTURES C' ` I W PROPOSED DECK COL cn , ARE LOCATED AS SHOWN HEREON.I EXTENSION j I w I. No.283 WHITE OAK TRAIL q N0.41784 9.2' I (SHADED) �.' N N/F 90�F 10 (0 2 BARBARA D.HANIFAN No. 197 WHITE OAK TRAIL I I 100 1O3 )N o y BOOK 12181 ;PAGE 154 S EUGENE P.&GEO GEORGETTE V,MULLIGAN I L 7-9 s B' 23 I PROPOSED BOOK2379 ;PAGE58 I DECK EXISTING STAKE/NAIL ` . STAKE/SET (SHADED) a - ,� 1 STORY I SET 2�2.0 No.2" CERTIFIED PLOT PLAN 19�T 2z: _ 1. SHOWING PROPOSED CONDITIONS AT WHITE OAK TRAIL PROPOSED R rNj I u GARAGE&2ND e— STORYADDITION PROPOSED CENTERVI LLE, MA RY-- -SFaDED) (SHADED)" 3 •o' SCALE: 1 INCH = 30 FEET 'DATE: FEBRUARY 19, 2010 120.0'MIN.FRONT' LOT 46 , YARD SETBACK +/- 1, I' 3 •8' 17,055s.F. PREPARED FOR: SVETLOZAR &ALEXANDRA NATOVA l ' 1 �' _• IRON ROIi 211 WHITE OAK TRAIL SET CENTERVILLE, MA IRON ROD ' SET ' WHITE .OAK (PUBLIC-50.0'WID E) TRAIL BOSTON SURVEY, INC. UNIT C-4 SHIPWAYS PLACE CHARLESTOWN, MA. 02129 (617)242-1313 JOB #09-00609 FI LE# 09-00609-11113109 i I n.. ti fill►,. �iinnllnl.. 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(�OIIERWISF gym) PROVIDE 0B/8"x/2" LONG WITH 8'EDGE/12"Fl0.0 SPACING S'-8" t.)ALL WOW 9wi CONFORM WITH THE MASS.STATE BUILDING COM --------- ---------------- _ ANCHOR J-13OL75 O MAX 48"O.C. VAPOR BARRIER ;- - VERIFY IN FIELD 7�--I� i E �CaAErtHLtE ZONING BY INMs.AND ALL APVUCI�eLE Ostu AND MAX 12' FROM END OF PLATES. — I i .)B ANY FACEs OD FRANNIC COOED WITH IN DIRECT CONTACT t � — CONCRETE — NIN EMBEDMENT - 7. FF ALL FOUNDATION WALLS SHALL BE VACED MON THE OPERAIMS USE MIN 3'x3-1/2'PLATE WASHER. I I OF&MM NG AND BRACING MULL BE LEFT N POSITION J C_- ----- L--------- UNTIL PERMAKENT RESTRAINTS HAVE BEEN INSTALLED. • R-30 INSULATION ----------------- --- , i tC))'X CONCRETE O�FP�sIW1 INSPECT SUM LION AD E'XIEWOR SB7E. a0 CRAWL SPACE ------ 1 I I I I I I ooraTavcTIDN OF FOOTING AM rails AND a oTFFTER INTERVALS N C To RADE • PROVIDE YIMIlA710N 2 ACCORDANCE WON LOCAL.SWLMRT PRACTICES. •.y 3.)IF E CONTRACTOR MA=06W CHANGES OR DEVIATES FROM E 1 I 1 1 j E CONTRACTOR MULL BE F03P0NSKE FOR THE TOM DESIGN. CONMACr DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ENGINEK • 2' RAT SLAB ' �j G.)SLAB POURED ON GROUND MALL PAN AGAINST 6'OOMPACTED SAND ON 1 LAYER OF POLYETIMJNE SHEETING(G MIM 8 • 3 - #4 REINFORCEMENT GRADE 60 j I EXIST1 G I 1.FOUNDATION aOF FOOM40s t.)E BOTTOM OF F1X111NOS SHALL BEAR ON UNDISTURBED INORGANIC GRANULAR SOIL OR COMPACTED SIRUCIURAL FRL WITH A SAFE ALLOWABLE 24" 2" MIN CLEAR GENTLE 1 I I I I p BEARING PRMURE OF 2 TW4/90 FT. I 2.)F ORGANICS ARE ENCOUNTERED N E OMWATICK WOW STALL BE Z I I I 11 ��I �YNDED AIDE ENGINEER CONTACTED PRIOR W COMMENCING WORK. TYPICAL FOUNDATION DETAIL ; ; ; ; N 3.)CONCRETE MALL RE PLACED IN THE ORY'ONLY,AND NO CONCRETE I 1 1 1 1 I SHALL a PLACED ON FH N txmD OZE U . WITH CRAWL SPACE 4.)SPEGIA.owe SHALL BE TAKEN INBACKRLUNG U40 NO VTem acet>a Nrs TRENCHES.DACT U MATEWAL SHALL BE COMPACTED INI4"LAYERS 1 I I ^Iw MAXIMUM WAIN POWER TAMPERS OR tN OTTER APPROVED EQUIPMENT. I I I I i i S.)WALLS RUANNG EARTH SWLLL BE 13400'ILLED EQUALLY EACH SIDE I I i t I G UNLESS AOEDUAELY SPACED. a CONCRETM (UNLESS ORERWEE NOTED) I I 1 1 I 60•_2• I 1. tXXagiEIE IromN Mau txNPDRLr TOE LATEST AMERICAN CONCRETE e� —E>asnNG I ST> TI AS TV a°�iE PRAcnc,s AND U iBNCREIE Mw1 BE LND�N E sI�E'OFIED PR0PORTIas TO NAVE -- NIiGIAIN OOYPIitVE STRENGTH AT E ETNO OF ze DAYS OF 3900 PSt. - 9 .i k,...-,:.— — - --------- ----------- - -------- -- ---------------------L ffi J t_ SON/ , 3.) JOINTS N STRUCRNAL CONCRETE SHALL BE LOC ------------------------ / ------ I 1 ITHE MINIMUM SwJR MiFIRO OF LINE LYrvl OR OTHER APPROVED tACAT10H OF I I I I I a rmNwRarla STEEL.(uNNtss OTHERWISE NOTED) 16'x24' /Voff SMALL BE wcH BOND DEFORMED BFRs MEETING A9NM A-Gts OPENINGREMOVABLE WITH SU;�1 / BEAM POCKETI 1 I I I I 2.) OPENINGS OCCUR INWALS OR MARS.PRONDE 2-/4 0= \ / I I I 1 I t FACE EACH MITE OF NPODH6'S AND E1TtEm 2'�'BEYOND OPENING. (IF IS PROVIDED) SPAT �y / _//� \ ?`',. j j ! i 3x� FlIHC�f WALL BE PLUS r ALL SICO�WEIDFD 22'-1 • E MISCELMEOM,(UNLESS OTHERWISE NOTED) (EXISTING) , �© ( 1 1.)VEWFY N MO ALL LDd1110NS AO Oman 6 N E STRUCTURE AV, 1 WOWSHOWN ale E oRAANCIE AHALL E BROU G T!O N E ATTENTI OF FEN MOWN.ANY UM FAICIE4 SIULL BE PENDENT 10 E ATIENiION OF E/` _ 7'-S' 8' 8' 8' 4'-7j' EIO@EER FAffOGTIDN OF OFPEHDENT WOPoC. �-+�'`'//"^ • 1 I 1 2.)O IS E RESPMI9BIUM OF E CONTRACTOR TO PROWDE ADFIQUME ` '� ( 1 - I M SNORING SAFELY SUPPORT THE BUILDING DURING Nc Arm. ANY TO T 1 N 1 I CONSTRUCTION. ANY APPROVAL BY E ENGINEER WILL NOT PFSEVE E /i, /\`-::, ` F ,�•l�pJ'.vd!j .�4 \ L ------------------ WMWICIOR OF FL0.l UiK FOR aIORNO Am/OR BRACING. __ i I 1 3. BLTTmNG E OOIdSIRUCIroN PHASE OF 1HE PROJECT THE CONTRACTOR �NII(CAVATEO--------- TNEVEIV DESIGN LOADS TO LOGT AND CONTROL CONSTRUCTION /_` • - ` ? POCK 1 COLUMN UP k ON COLUMN UP & ON ILOADING.PUUMM BUT HOT LIMITED TO MATERAL STOCK PILING AND 2"CONCRETE I I i ICONSTRUCRON 12 12' SLAB-ITN-GRADE I I I VE IT OPENING (CRAft SPACE r- /4RPROVIDE e CONCRETE SILAB WITH MESH F]NF FOR EMNT.FLO IF STRUCTURESLIPPERS ARE LIED TOP L 41 ry• / / UD \• __ 2 z12'VENT OPENING 4-2* WITH I I I WITH SCREEN L------------------------------------------------J I (F CRAWL SPACE ----------- -------- ----------------J IS PROVIDED) -- o -- -r ��' \\ • A ��k / / ' " I 36' 22-2 :. t7QSTING IG +. — — — �' 12'x6'VENT OPENING CONCRETE LANDING DETAILSFO UNDATION PLAN, _'-z_ _- WITH SCREEN \\\\\ CUT FOUNDATION '2'—a" 6'-2" 2'-8' 3/13/10 Re=Tn COMPLY WITH MC GUIDE FOR DOOR INSTALLATION / i 1L/2' PRE MOLDEDORILL Ipd 00de Y"Fq.but"NMbd No.ana�pt�q and pAP.rrprPM-M Alb.E�tM 4-ft. JbINi Fl FpR %4"O SMOOJIi DO a� be u-d w round In whale a.In aaaapt F aonwoBon-dM M1 a1Awt Ma 24' am pmn Mono an ale an IM ar RMRAnwa,ine.1hq uaY 1-8 LONG IO O.C. -- _ t2' - -rrwnx a RwmM-.VTR.man dimwtmm an thou 4rawryp Inn NMwaemwa CONCRETE LANDING waded dimormi�arme�-atC�mmaota.drill.w1h and be raPawtlw Ow a anwrdam and SEE DETAILS nwndarw a warrdldarm ddio.n ROMMono.bcwYga mud a rwd111wd of arq wmtdln Warn Ww 4 NEW CO FOUNDATION PLAN TYPICAL DETAILS J` /4 O 12'0.c. i : ', �N 211 WHITE OAK TRAIL NEW CENTERVILLE, MASSACHUSETTS . a oONTE�ir=1 1 `�r 10• � �', & Assoc., Inc. EXISTING FOUND. t I vQLK1(.) N P.O. BOX 3" WALL0,22282 Q sr CANTON. MASSACHUSETTS 02021 FOUNDATION CONNECTION CORNER REINFORCEMENT ,��� �r5����\,y`"� Ste: 1/4._;. — TYPICAL DETAIL TYPICAL DETAIL °'� sroraA��`�� RAN. _WNW �X I.M DRAWING No. P. N.TJ3. R.T B L ,� DATES 10/10/OB � TTY V RAY. 6 OF 9 SHINGLES tISE RYRUiB,BI ER139,M FELT UNDERLAY FOR PIC"LEES TRW 4:12 5/6'OIIE180R PLYWOOD SHEATHING ® . R-W FIBER BATT R49ULMM •��� a - WITH VAPOR 0NUM ^ VIDE+WATER SHIELD 1 MEMBRANE E3'WIDE 0 FIELD NAIL 10ga STRAP 1/2•WOW SIRUMRAL PANEL EEAFRAMING PLAN GE HEADER TO POST & HEADER SHEAIHINO QW) WITH (10) 10d COMMON WITH e•D.C.COW NAIL SPACING NAILS OR UO) 16d SINKER AND W O.O.FIELD HAS.SPACING GYPStlM ♦♦ NAILS AT TOP AND BOTTOM OF EACH STRAP. EXTERIOR Mood-%m 1 ♦♦♦ SDS 1/4' X 6' SCREWS R-19 INSULATION WITH 4 ML POLY ♦♦�� WOWOR sumRIER I � 1� � ♦ 11 6• C n NUT AND HDQ8 HOLDOWN z PLATE WASHER n 2VW I I D CAR STRIP FILOGRO 0 3 4'TM PLYRINGWOOD ALL THREAD ROB I FASTEN FRAMINi . COUPLER NU BEARING PLATE W/ L WITNESSSDS 1/4 x 2 1/2' i 1 2'RAr SLAB VISIBLE FOR E i I Comm BAsoeR INSPECTION WITHWWALL. PROVIDED 1 1 6 PLYWOOD SHEATHING 5/8' DIAMETER-,,,_ STRONG-WALL POST. Mn 1 CRASHEDSTONE ANCHOR BOLT '= ': STUD SHOE NOT - : SHOWN FOR CLARITY. ---- BUILDING SECTION ® NEW FOYER ADDITION 2' J . � CONCRETE FOUNDATION - -!�. a' .� • •'• • . ... . 3-k tr0lFORCa1QIT BabGRACE so .,Q . •' - - - -s a� - -a • . : .• - Y ION CLEAR CCYER - - :•'-• '.'•• i -•-- • - t - - - -a i a -S - -d - •- - - - . GARAGE OPENING FRAMING TYPICAL DETAIL GARAGE. OPENING SILL TYPICAL DETAIL . P.T.S. N.T.B. WITH 15 LB FELT UNDERLAY USE RUBBER aENBRANE ROOF FOR PICK LESS TWM 4:1 . 3/6'OIIETIOR EMI ID 9HEATON ® �I� - - 6 - USE SO COMMON MAU - SAACED AT B•EOGE/8'Fk10 R-D0 FILER BAR INSU A11oN mm VAPOR IIARRIER CONTRACTOR TO . COORDINATE/ROUGH DOUBLE TOP PLATE ICE+MUTER SHIELD �� I AND WINDOWS DOORS MEMBRANE T WW O 1 EAVES.TYP. BDArto I 1'kx 16'OA �Z_ UNTELS TW. ii♦ 2X4LL SIUO SlE SCHEDULE FL OO ING / 3 •T*G PLYWOOD RISFIM JE/ F PIL TO�FRAAMI NG N. loop ITEM 3/23/10 GARAGE OPENING TYPIGL OETMLS DOUBLE Yx�•TOP PLATE MG 3/15/10 REVISED 1O COMPLY WIN AMC GUIDE ormu PLYWOOD USE M61 ad "NAILS•END SPLICE '/��Sam - UNDER DATEREVISION M1NF b9d AOIA•YioWN0f0.NA red InAE�d fa eepl lye!aM d�Mpn OVA Alb,At 6w dam►, aq p%m ahaan as thb Oow�wnt en 1M�ra�r�aN ILA h-lhw may Nw uwd a n' fi.hob x b P. aapt!�oomaoBon�Ilh Wa�,hMaW to Pdo oawaant ar Romomaa.ha.mm 8m�rbro m Mnaa OaNI hm p I6/W TAG OAK SIRW I AT WIN aww amwwpw�i.Canwo6R..IwI..Nh ww to mPonalM Por 40 Onwnbn.as i� DOUBLE SILL AT BOTTC 90 PLATE TIEDmgaiwBona rl�aaad�aaYgr a na6nad a any vala6oa*m Ow s•TiG PLYWOOD SLwgam 2 k4' 16.O.O. OF R.0 IFS FA TO 13 ""�'"p' RFouI ULATION TYPICAL BUILDING SECTIONS "" POLY TYPICAL DETAILS 211 WHITE OAK TRAIL am am GRACE - CAB am GRAB of M CENTERVILLE, MASSACHUSETTS ER OPENING FRAMING TYPICAL 1O RO1P1N N.Ta RAY & Assoc., Inc. VERIFIED IN FEWL-- P.O.Box 359 OR PROVIDE CRAWL •i, CANTON. MASSACHUSETTS 02021 2. VOLKIN - - �Io.22282 p . 1/4.v1, �F'r. R RAV. DESIGNED BY: VP. DRAWING No. C. °1c^ MASTER BATH �.BUILDING SECTION ® DINING ROOM DRAWN BY: V.P. 5 OF 9 - �r 10/10/09 CHECKED BY: RAV. ------------------------------------------------ Fr — — — --I i NOTES: JL------- 1 �--------- CARPENTRY. ALL ROM CARPENTRY SHALL PRODUCE darns TRIP,.TNNr.wnw ILL MEMBERS ASSEMBLED N ACCORDANCE WITH THE DRAWINGS AND WITH ALL PERTINENT CODES AND NOTE: REGULATIONS. COLUMNS OR BUILD—UP STUDS G I I 1 I CAREFULLY SELECT ALL MENGEW SELECT DaaMD1UiL PIECES SO THAT IONDIS AND OEFECIs MUST BE INSTALLED I I I I 1 LUMBER WL NOT AY BE RRMCTED Or i WITH PLACING�EN�WHETHE OR PROPER R OR NOT OR IT�OHAS BEEN INSTAttID, UNDER EACH BEAM AND HEADER I I I I I FOR EXCESSIVE WARP TWIST BOW CROOK MUDeM.FU NCIA OR MWD,As WELL AS FOR SUPPORT' (TYP.) WHETHER IT IS SHOWN OR NOT ON THE PLANS.THESE Do NOT Sian SILLS..NMSIS.SHORT SPAS.TRIMMERS.IEADOM UNIEL.S,OR OTHER I It COLUMNS MUST CARRY THE LOAD I I I I I ;=z o * FRAMING COMPONENTS. DOWN TO THE FOUNDATION OR I I 1 I I O CONTACT USE ONLY FOR AL WOOD BUCKS AND MAILING amWOs N.OR IN BEAM BELOW. 91 I I I I I � —�z TREAT AL WOWlESS THANTwo FEET ABOVE FINISHED(MRADE BY SPRAYNO WIN THE O Q PRESEIWIV:TO A MINIMUM DISTANCE OF SIX INCHES FROM THE ENDS.PERFORM ALL 21x8'0 111" O.C. I I 1 I I N- TRFAMEIf N STRICT ACCORDANCE WITH MtNMFACTU R'S SPEDIFIGOKINS I I ( IN ADDITION I TO ALL FRAMING LNG OPERATIONS NORMAL To FABRICRION AND CIECTION MATCHPRESSURE TANG TREATED JOISTS x LEVEL I I I I 8 a INDICATED ON THE ORAWLIM INSTAL ALL BACKING RECLINED FOR WON OF ORD ES.ER TRAD I 1 I I a S MANE ALL BEARINGS FULL FLASH ALL BEARING SURFACES ON WHICH SIRUCNRAL ,a�w�i MEMBERS ARE TO REST 50 AS TO ONE SUE AND EVEN SUPPORT.WHERE FRAMING MEMBERS OG S' 2-2•7c8' I 1 I 1 N SLOPE CUR OR NOTCH THE ENDS AS REQUIRED TO DIVEWNFOOM SU WAKING RFACE INSTALL ALL BLOOM REQUIRED TO SUPPORT ALL ITEMS OF MAW AND TO CUT OFF ALL OONCEALED CRAFT OPEINOS.BOTH VERTICAL AND HORIZONTAL,BETWEE7N cam AND FLOOR •+�oy�$ �u�p� I 1 I I 2'x8"PRE55URE TREATED LEDGER NE EEAat4 SIWL BE Two Nd1E4 N THICKNESS(Na�pNA�I BY THE FULL WEIGH OF THE Qa`p • LAGGED TO THE WALL 1 1 TI— — — — — — — I I — — — — — — — -------------------- OPENING IN ALL STUD WALLS AT eLOaL GLOOM. NO SPECIFICRO R LEVELS; 11 II J L — -- (2)N ALL STUD WALLS.I NXuoNO FURRED SPACM S°THAT THE WOaNAI DIMENSION OF _ _ _ _ _ , EACH CONGEALED SPACE IS NOT MORE THAN EIGHT FEET. •L� �_ IT — — — — — — -------------------- (3)ALL CHEt LDGITWO WHEIff 03E O COULD AFFORD PASSAGE FOR RODENTS OR j j f �� I I iMsrAL WOOD caoss ewoaMG of NOT LEss THAN Two NaEs BY THREE IrNxas EXISTING JOISTS 2i/0' 4 18'O.C. \ 1 I I ( NOMNM.METAL CROSS BRIDGING a EOULNL STRENGTFN,OR SOLID BLOCKING BETWEEN JOISTS / / I VERIFY IN FIELD 1 1 EXISTING FLOOR JOISTS I 1 UW E THE SPAN EI CFEWS DOW FEEL \ INSTALL SOLID BLOCKING BETWEEN JOISTS AT ALL POINTS OF SUPPORF AND WHEREVER •+R, \ I I I 1 1 ( SHEATHING OR FLOORING B OISOONITNUOUS. LAKE ALL STUDS SING E LENGTH.UNSPLICFD.AND PLATFORM FRAM FRAME ALL DORMERS NO NTERSOMKINS WITH WEE OR MORE STUDS NO ALL REQUIRED BEING FOR D FINISH. ON ALL FRAMING MEMBERS TO RECEIVE A FINISHED WALL OR C IUNG.HIGH THE FINISH / \ 'CO 1 I I I 1 I I SUBSURFACE TO VARY NOT MORE THAN 1/a'FROM THE PLANE OF SURFACES OF M AWW / / \ '`d• �{A. I I I I FRAMING AND FURRING MEMBERS. . COLUMN ' DN I I I ONFAPLACE ALL PLYWOOD WfFH FACE AT L GR W FEMMU40 M TO SUPPORTS AND COnBNID MY / \ Q41 O I I I I I AFL Doan AND WINDOWS MUST BE IWALED WITH AL NECESSARY APRINIEMNC6 AND .p��Oc 1 �ff - � I i 5'x9 1/2'EXISTING BEAM � - - �- —F�-I 7Po1E. ft-tZ j. rtti PRE—INSTALLED MIN 2'K8 0 1a.D.C. 1 I q,`4P FLOOR J06M 1 I I HDQB HOLDUWN MATCH O115TRNG FLOOR) ( I I I NUT AN OR/ OF CONCRETE PPERS ON 70P PLATE WASHER LER NUT I I 1 1 LL THREAD ROD L I lo TNESS HOLES [LB SIBLE FOR INSP. EARING PLATE W/ I 1 I SDSI/4x2 I/2' I — - — — — -------------=------------------- J 1 SCREWS / L — — — — — ----------------� STRONG—WALL POST•' • II :� .:=..' ' II 5/8 DIAMETER ANCHOR BOLT (STUD SHOE NOT SHOWN=:;U :r•;.. FOR CLARITY) SIMPSON WALL HOLD—DOWN a — TYPICAL DETAIL FOUNDATION PLAN 3/ta/Lo REVISED 10 COMPLY W7M ARC GUIDE N 3/6/10 ADDED HOLD-DOWN DETAL / DATE ATE rl}t ibYAkp.wt tot NM6•d eepNA�A Named�6rTyO L rIWA�.to IM"IT•. \ / w wa .« mui�eaen"•M\/ on NOTES: .00mwwA atRw&%MC. amwalaw-ftN amMrq. Ira..Pr.a.a.re. wa dlm�wl r Oa4aatara For o *d•W*WW be raParuW a d6w'rlaaa mw mmamum an rs pproow�o1,,and RW&Amm..Mra.mot to mtr4d marry-0*0-nom Ora DIM aalMOm•fi•wr tw uu draaYrpa. ALL EXPOSED woo0 AND WooO IN DIRECT FIRST FLOOR FRAMING o CONTACT WITH CONCRETE MUST BE PRESSURE TYPICAL DETAILS •• •• a o TREATED. 211 WHITE OAK TRAIL PROPERTIESTHE AS DESI WOODM" q°yam CENTERVILLE, MASSACHUSETTS o SIMPSON CONNECTORS MUST BE USED AND - RAV & Assoc., Inc. INSTALLED IN ACCORDANCE WITH THE LKIN w P.O.BOX 359 MANUFACTURER'S SPEaFrATNNNS. v No.222822R2 O Q CANTON, MAssACHUSErrs 02021 — 0998 CONTRACTOR MUST VERIFY ALL DIM0V=NS IN •o 4� - TYPE CC TYPE LCC TYPE CC GLT TYPE CC WD TYPE CC HW FIELD. IF ADJUSTMENTS ARE NECESSARY. �' `` sue: L/.•-L' / / / CONTACT THE ENGINEER. `rSI0NA1 APPROVED RAV. DEg1N;NED BY: I.M. DRAWING t. TYPICAL BEAM/COLUMN CONNECTION DETAILS i�o DRAWN DY: V.P. 70F9 AB.SC NTT I DAIS: 10/10/09 CHECKED BY: RAV. ram, W000 FINISH FLOORING -Q-T- PSOLE LATE STUD PLYWOOD SUBFIADR AT TREAD AND RISER S 1- - - JOIST MIN 8• .rr1 - tX8 NRILER r - , 2-2X4 1 RRE STOP t FINISH TOP PLATE AND REAM soFFlT `�' PARTITIONS 'PERPENDICULAR TO JOISTS BEARING INTERIOR. PARTITIONS TYPICAL DETAILS FIRE BLOGI _ —. _ •_ , TYPICAL STAIR DETAIL COLUMN ON 2-1 3/4•49 1/2• 2-1 3/4xe 1/2• SCAUD NTS . I COLUMN ON VERSA LAM 2.0 3100 O VERSA AM22..0 31DO HEADER 1R.�ry0 - PLYWOOD SUBFLOORTv�F—sml) EXISTINGFLOOR 2 r.,O 17WO.C. \\ 8 \ 1 I vE1NiFY IN ^STS { , JOIST JOIST O�Ni� II AIRJ. 'M�N '1 .- / Al ` \ j I I - '` TOP USE FULL HEIGHT STUDS A` • 1 I ci SI UP& ON COLUMN uP & ON-to 14N ( IIIIFmOH STUD , FINISH 11 4'x4" PSL COLUMN DNCOLUMN UP mTE EXACTLY ABOVECOLUMN UP&: DN & ON II UP O ON LALLY MN MN UP DN NO PARTITION ABOVE NO PARRIION BCLOWO COLUMN UP & ON PARTITIONS PERPENDICULAR TO JOISTS >� COLUM DN oR 2-1 3/4•x14• 1 NONBEARING INTERIOR PARTITIONS ,ry / , � LAM .0 310o Y TYPICAL' DETAILS r r / COLUMN U & ON \\ BOTTOM PLATE JOIST USE 2-111d NAILS FOR CONNECTION ry� COLUMN UP & I I TO STUD 2-2• 2-2 x8• 2-Z"x8' N N ON / ' \ O . �,�/\\ 'L COLUMN ON COLUMN DI 3 I ICOT'TINUE TOIFOUNDA 3, \\le.Op GS„SOL Jew ?O \\ / C-' 2-2"x8• ��REMOVE EX NG 2-2•x8• O \ / (�fimlTOP PLATE F NAILS FOOR2CONNECTION PROVIDE SOUO BLACIONG SECOND FLOOR FRAMING TO STUD BETWEEN FIRST TWO JOISTS AT MAX 4 FT O.C. FLOOR BRACING TYPICAL DETAIL SCAUR: NTS FOR RIDGE SUPPORT / / ryi^• 3/13/10 ROOM TO COMPLY MATH AMC GUIDE \ / PARRIONS BEARING BEIMI@I JOISts_ DATE REVISION � T. \\ Zr�ti ipM,db,q,but mR M1,R�dd�e.of+IdA end deelyn Oat-t mod.:.iM de.iyu. and pk,u ehea,-1M. nwiit_an the p�r,a�ppr,��et s,�ll,gr may FA a used w mawd d dials w Y,�1,"No 9,oan,is.Baa-utlh tM.per,e91h-t tl,e NaMd dtm�rbm Ow,6w6w.MUM of rjw&%800�Yw. �mwW�asa-:=fw d haaa P W qe J L _ _ J L_ _J_ _ _ -:.�,�.a�.1 PAYy a .a.ae,R«mM1.d d.ny valaUa,1,om lM aM ae,id10a,.d,oen I>r>M..dm,Yq.. SECOND FLOOR FRAMING "T6 BLOCKING e B 2•SOLID AT416LODaC TYPICAL DETAILS OtIDgNO\ Al S _ — — — — — — — — — — — — — — 211 WHITE OAKASS TRAIL ARD tn CENTERVILLE, MASSACHUSETTS Bglp OING 2X4 2X2 4 2X2 LEDGER �FTNISH DOME 2X4 SPUD ixB ' A N EtAV & Assoc., Inc. BLOCKING BLOCKING DOUBLE JOIST SPAM. JOISTS BLOCIONG NAILER VOL AT 18.OC TO ALLOW FOR PIPES f UNDER t� AT IW O.C. Np,22282 OPAR P.O. BOX 3S8 A 41 CANTON. MASSACHUSETTS 02021 PARTITIONS PARALLEL TO JOISTS No PARTITION BELOW PARTITIONS PARALLEL TO JOISTS NO PARTITION ABOVE Op�C'1s r \ 1 4•-r - + FSSiDN AL / I 0 APPROVED' R.A.V. DESIGNED BY: I.M. DRAWING No. DRAWN BY* V.P. $OF 9 Z DATE: 10/10/08 CHECKED BY: RAV. AD Do I C i Cyr (JC.►' l�"'SJ'1�1 + - U2, Pool a1av,,,, d� s M•fs�w� -�� a f 1 �ricbr *r A Co, l� ' � LJ 1^�l'►,Ss�•1 j 6 its K1�v�k=+a-, � �r�- j - V iMi Ssi✓j5 - _ - .. Li Y 13 i ♦—`� w 1 ♦Imo' � U -, `� + � T � - � i 1 ` :�. I dc 9 L-�o ' 1//III� � 11 � 1�$I �- 1 . , ' i � m .. . - - -_._ '.�\ ♦ ' x , s 1 - - — + T ry , l l.J f' t ' ,so 6 i i 3 GENERAL NOTES: rLT---7T-- 7T --T T---- i. All work shall conform to Massachusetts Building Code and au Federal. I 1 State and Town of Centerville laws, codes and regulations as each may apply. I 2. Omissions or conflicts between the various elements of the working r 1 drawings and/or the specifications shall be brought to the attention of the Engineer prior to the start of ouch work.Contractor assumes full 1 responsibility for any such work which Is not darifled with the Engineer prior I to start 1 I 3. The Contractor shall be responsible for coordinating the scheduling and I I work of all trades and shall check all dimensions. All discrepancies shall be I taped to the attention of the Engineer and shall be resolved prior to L i proceeding with the work. �— —I 4. The Contractor shall supeuviee and dtreat the work and shall be solely I I responsible for the construction means.methods. techniques, sequences and I I procedures. Including but not limited to bracing and sharing. 1 I I 5 The Contractor agrees that In accordance with generally accepted I 1 construction pmaUce% the Contractor shall assume ode and complete 2• I I responsibility for the Job site conditions during the cease of construction. 1 Including the safety of ail parsons and property, and that this requirement ——————————————————— shall apply continuously and not be limited to normal working hours. T ® I V 8. All wcrlu andl be performed in a first da and workmanlike manner in 1 conformity with the plans and specifications, on dee shag be In good usable condition at the completion of the Project. 1 EG Eli ® i 1 i , 7. The Contractor shall field verify,all existing candltions•utility locations I I and structure placement, prior to start of the work. The Contractor will I I I observe all possible precautions to avoid damage to sane. Any damage to I 1 existing structures and utilities• whether shown or not on the drawings, shall 11 1 `__ I ` Daap be repaired or replaced at the Contractors expense. -- ------------------ —�---- 1 r & Prior to bidding the work the Contractor shag visit the Bite and I Z—81 11 g I 1 thoroughly satisfy hbneelf as to the actual conditions and quantities, if any. MASTER BATHROOM ��ersusotL r� No daim aggaains the Owner or Engineer will be allowed for any exam or ON i —_J 1 l s deficiency therein, actual or ralatiw. 17asie16 Boas J.f— ,y FMl I WIC I I / m� b. © IDosr. 11 1 m ® o I m ! it arvneue co ill I N MASTER BWROOME_-_#� BEDROOM /2 I _ 1 '.. _________ 1eJElieC 11 U---- ——— ------------ --------- a' PAwrlOK E SFINoase 1 I • io au�ss 1 I I i ® uNFlwSHm ATTtc ® O ® I 4EQ oalmot LON coos+ HEO EO I } I EO EQ EO ---- - -- — ------ -------- TO ,OM '>\ --II- ® SECOND FWOR PLAN 3/25/10 ADDED NAe STAR 0201SOM 2'-8' 3/23/10 DEtrovEo Al1ID caws DbEx 6ARME 3/13/10 RIDAM 10 DaMP1.Y WDM AWC GUIDE DATE Ned weldu>ndWft but not IMbd b,ooprt0.t aM d.Ms�ut AshM.in sr awipu. bo unaand, d 1.,.,W ■ewt a�k.�iM w�n�lWAnuu. 7bgewwrO 4j Consult a roweAwoo.bw.wn10m dlwwwtww a,ewes anwego s iwwe vo.amw. nodb awwwtwiw aw.6oabon des%v*and ba ras' -, for d 6Ynwaianu awl an tlib�y,p�ed,and RMQA wo bw.wud bu.wasod of ore'aonaeoa sow No and oaiweBww alwwi by awes dm*-V& SECOND FLOOR PLAN GENERAL NOTES P M c 211 WHITE OAK TRAIL CENTERVILLE, MASSACHUSETTS RD RA'W & Assoc., Inc. A. P.O. BOX 359 VOLKIN err CANTON. MASSACHUSETTS 02021 22282 Q — '00 vs.<<N �4, 01 SCALE: 1/4.-1 c , SSIf"T E G� APPROVED: DEFIED BY: DRAWING No. ONAi O DRAWN BY: V.P. 2 OF 9 DATE: 10/10/08 CHECKED BY: RAV. c 1 � WINDOW SCHEDULE ` SMOKE DETECTORS REVIEWED ""�°' 7l1 .Ir-41' `°"""" "'E "°"m ® 1 r-1 1/r■v-s,arya• wom�t os,a wRo 'I 3'-B• }t (/�f 3'-B' I` r-o 1/4r.v-s 13AC Ammo 01� 4P -iGL•1- r-6//a'.v-4 13AW wcam C14M r .. ♦ I r-,1,1V1a•.a•-11 s/a' Nwtmt ca4e4 IN Aw B BUILDIN DEPT. DATE ® I I I � . r-0,/r■.•_,/7/b• N1041Ca1 aloe PnaLloe 1 j e•-/1 I/r.r-7 1/r NCUM F1p4444R FIRE DEPARTMENT DATE 1"O0"9now SHM AS� mwmkq i r,t•tWne1. Nm®1 Cusor Lww 1 I r-11Nttnew v-o• Awra N GG;w R welatl PRNt 1 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING I r-"/"•'.�"^e "�"� " P`O°`�"4 I 1'i 3/a"■0-4 i/d NWmil1 CYalpl l Od81MB I V-4 3/d.0-2 3/a' Neatml ON=R r-11 AMC.0-4 13P r NCOM NLP M aimm plow 35'-8 i/4" l Iqf n��E I it.?-10 1IAC ANDERM CIISM L NEW ADDITION 3 SEASON PORCH f0R oW11FA3 REvSE 1 Ir..0-10 IIAC mi O 041I011 R mm W0•SE7M i 8-11 Ile s r-11 1/t NCCt44R 04 1 1•-a•■9!-0 1/a• NtOLRN11 CR1Y ® DOOR O j e 4•-W.5-11 70 1 W010 womlimmaw imam DONS a 4145tpa oPFHrxL I ® V-0"■a'Y•r�A r-a'(lamp Exmm 0PF7Is10 © j v-0'■tYy.a1A r-e•(mmp NWtbBI 1NP®oo 10Cimp am 0 0/.1tf•-[4RULA'0q cumm PNM r-0 1/a ■v 7 I/r DECK FJRENSIQFI ; ® _q• r-a t/4'.f7 1/r -- — — NOTES: 3' I I q / CONTRACTOR MUST VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO ORDERING WINDOWS.. /'• I 1 I I W CONTACT WINDOW MANUFACTURER FOR DETAILS. CONTACT THE POMM OF WALL OWNER FOR FINAL SELECTION I I OF DOORS AND WINDOWS PRIOR TO ORDERING AND PRIOR TO to 3tr NM / Bo I i 1 I alcllol FRAMING DOOR AND WINDOW OPENINGS. Nam lane I I /PPL W VERIFY CLEAR OPENINGS IN ALL BEDROOMS. MINIMUM CLEAR 1".11amleam / FOYER I I I saw BOOM OPENING MUST BE 20 IN (W) x 24 IN (H) I I AND HAVE MINIMUM OF 5. S.F. OF CLEAR OPEN AREA. e WAx a• / d e N I 1 VERIFY LOCATIONS OF SAFETY GLASS WINDOWS AND DOORS / �� ���• KITCHEN PRIOR TO ORDERING WINDOWS AND DOORS. / m I 1 NNOW 47011WI0 SPECIFIC LOCATIONS: .1 " umm�FAmnam. i PHOTO E1.ECTMC 1. GLAZING IN INGRESS AND MEANS OF EGRESS DOORS; UP t I DININGDM ROOM I RAORM 2. GLAZING IN FIXED AND SLIDING PANELS OF SUDING DOORS ® AND SWINGING DOORS; _ U 11 3. GLAZING IN STORK DOORS; / 3' ------------J L------- 4. GLAZING IN UNFRAMED SWINGING DOORS; S. GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS. STEAM ROOMS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE '// ,o♦ // r, CO MUD « EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES / CHOW To Imam ABOVE A STANDING SURFACE. 6. GLAZING 1N AN INDIVIDUAL FIXED OR OPERABLE PANEL LIVING ROOM BEDROOM ADJACENT TO A DOOR WHERE THE NEAREST I EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF ® / aPEIWAG no EXPOSED VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED x fit.ayeO ♦/. `t' .y I ML Dow °tea EDGE OF THE GLAZING IS LESS THAN 60 INCHES max I/ W iia 0 caw © © 3O F]OSIa� I COMM ABOVE THE WALKING SURFACE. PRWIZ FM 7. GLAZING IN AN INDIVIDUAL FI 3' 8'-10�' 6'-10J'--�—IV-7- �— s,auc IPA I O Av Qp I 1 MEETS THE FOLLOWING CONDITION OR OPERABLE PANEL WHICH a) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN / A < F4C roam 2-CAR GWGE naRxlmn1 ♦ ' 4 ® I-0�1-3® j Fob �� FLOOR;EXPOSED BOTTOM EDGE LESS THAN 1S INCHES ABOVE 4' THE / FSr 1 _u I e) EXPOSED TOP EDGE GREATER THAN 36' ABOVE THE I FLOOR; / Iic d) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES IEia WE1�IOR // ___ HORIZONTALLY OF THE PLANE OF THE GLAZING. i t- 3' � t ip.� ,' FIRST FLOOR PLAN (� �l 3/0/10 Atbm tav srArt aelENsats NO Dose m THE Am 3/23/10 REMOVED BAR AREA 3/1a/10 RETRIED TO COMPLY WTH INC OUCE / ' © i1'-B• DATE REVISION bgd dofta kmkxft tlbtd not!grd ammRti mp a.dlpa PaLRs I,Wers,to te■a..r,�.. an Wt. a 1aysAvoe ma Tee•aa7 J a arod a nRN■d b td1oN ar on PC = to em■P 0 el wte Wa. Mhmd Wi. pth ■mbd dhvmv1lwm l neo--- "ftammwW be -*r p■10 thaw Pt�moFOw�w an Wu P•a and RN/AA.■aa.as.-at be tw9W at mW vwkbm Ras On and as ■ltoxn Lq tltF..dn1■Yga qr FIRST FLOOR PLAN 57*-10 1/4" NEW ADDITIONLEGEND 1 ,.;:"''o, 211 WHITE OAK TRAIL • M AIM euumto WemH—ar-3•. © WITH0 WIRED (SDW��OPOWER SUPPLIED ARD CENTERVILLE, MASSACHUSETTS WXWM BNLDING Warm-57-10 1/r. ��. FROM �� ��� � �AY & Assoc., Inc. ` �LPNGIH OF1WWWLLS WITH FULL HEXAIT SHEMNING-71.S ® FAN/LIGHT TO BE VENTED DIRECTLY TO OUTSIDE: V01 ;.vb P.O. BOX 3S8 T17GL LEN=OF WALLS- 1230 � 7 ' CANTON. MASSACHUSETIS 02021 s OF FULL FEWff SHEATHNO 71.3/123Ax100.57.l8i © CARBON MONOXIDE DETECTOR r'f _ - 'I Q G Jc.'T JCL r♦�•y"/ SCALE° 1/4..1. JONAL T APPROVED' RAV. DESIGNED BY: V.P. DRAWING No. 1t `r DRAWN BY: V.P. 1 OF 9 CHECKED BY: RAV. ., t r ��//��J��((//\ � 1 © � b ��� � , r�-��„ ;-�}; 'E � i � � „ � car "_v\ c. ffsl ' 1 _ i • j L - i � � , � .. � � � a .. � ' � _ _ � � - _ � � r - 1 � � ,� w � '. .. � , " J ` • f • � i 1 a •t, '�'.''�� i � �: - ��,s. - , i � .. M � N � 1 f f r - - .� _ r�> 0�1�.f�1`'.,!\/'\Q^.,,n/'1i...:'�ti...�',.i'"'`r�.,,,.^:,/^.J/`.�,,^,,,�`°-!`,1�•1..��.r-✓".'.J .�..a.�.�..,_.�.-..-.�� � V1 w f ! i s y F 19 I i ~o �.'. SCALE: �, tom_ APPROVED BY DRAWN BY f DATE: � r. { j N \� DRAWI1j� N i GENERAL NOTES AND SPECIFYrCATIONS L A1. All design details are typical for all pool shapes. L A 2. All concrete is to be placed as a monolithic pour and is to be consolidated ., using standard methods for preventing segregation and honeycombing of con- i WxL A B crete. 3. Pilaster and assoiciated footing shall be constrLcted at all skimmer locations. �\ WxL A B _ /(o X.3G` r8 — 4. All concrete reinforcment shall be 60 ksi (grade 60) steel reinforcing. ? /Co'x 32 /(o — �OX �p 11 I ,► ZC�-O 10-0 5. All concrete shall be 3500 psi, 28 day, strength concrete and shall have a maximum six (6) inch slump. i21 xZ4 12 6. The minimum allowable soil bearing capacity shall be 1000 psf. Walls shall TYPICAL BAR LAP DETAIL bear on undisturbed soil. 7. A two (2) inch m►nimu,n clearance shall be provided between steel reinfoirce- J ment and skimmer fixture. STD. RECTANGLE lLA5T�R E - 3- - COA.17 8. All backfill shall be compacted to 90% standard proctor, 9. Construction of all reinforced concrete is to comply with recornmendations L RECTANGLE: 20'x4O' lQ oPT`J� -UM_ n-) of ACI 318-83 unless otherwise noted or specified. > DESIGN ASSUMPTIONS 1 er-( HF-R<z_% \ 1. Structural design is based on the assumed facts and warranty limitations -- — \ established in the Perma-crete Construction Manual. 2. Owing to varyin site specific conditions the --- g g P pool structure is not designed for any earth or fill round movement caused b factors which may in 8 y y elude, WxL A B but not be limited to, expansive or otherwise unstable or unusual soils, acts of God, blasting disturbances or acts of others. ff r 37 i�r — I WxL A _ 3 . Design loading on pool walls is based on an empty pool with a 62.4 pcf equiva- ■ _ _ lent fluid pressure exterior load along the entire wall height and a full pool O/(o,X3.5 ;4 !D �` l� Y -/o - 20x --r0 �; -(o � ___ with backfill in place. w Q '4'x Z? 0 Z lo' - •� 0 , ti j C i /D �,. — 4. Pool walls are not designed for surcharge loads exerted by wheel loadings z C /v1% Z? ?- — ® within four (4) feet of pool Mall from construction equipment weighing more than 2500 Ibs or any other addtional loading condition imposed on the pool E 0 W CC structure by existing or proposed adjacent structures. = V Co TYPICAL WALL SECTION ' `U 5. The oval, kidney and figure "8" pools are not designed to withstand interior Z h rostatic loading without being backfilled. 0 STD. GRECIAN YP g 8 GRECIAN: 20'x4O' Z z o 01 04 4_0 1 -- 1II .4, z r CC �• C4 O I �J WxL A WxL A — V C-pl I C . 0' /8 ' 4.3 ZOR .UJ -L 8oT of k.AL.L A - LAZY `L': 20'x36'x46' STD. LAZY `L' - AIt - Qj 31-�II X Z ' OIL . WxL A B ! � WxL A B C - PLAN SECTION �0 ZD /4' z4YZ' TYPICAL PILASTER AT SKI MMER ,3 CLR 2 CL.,F z A � 0 i OVAL: 18'x35' OC I i�. � ((I C� �-,o.pDl✓IZ 3'i' I-�I F2C�. v � r J -- -2 L - - 1 I covPu►JG _7 1 TRUE `L" — Ham_ w w � o r/-=s /O ,C \i " � z LLLJ _ 3Y MP26_ _ Q 'U Q o - - I , WxL A B / � --- _ _ I — ( z WxL A B `� w 1 /8 X 33 /o- to - - �; -- RO�k.N4. DATE - ---- - k o`, $T' 116 �, 2/9/89; SEE SEc�T_ q N CHECKE JAT ESG I SHEET FIGURE `8" ` w KIDNEY PLAN SECTION �s o*TYP. LADDER DETAIL i OF z SET SEQUENCE TYPICAL INTERNAL PILASTER