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HomeMy WebLinkAbout0111 POND VIEW DRIVE t tit _71 A 40 .4, IQ,,4. ,Nw,,� 4 v!, 6 fp fl �1�ir, ijzg "Ar 17NNN-w 4� X mw 'Afk,&7)�, V, i�q 1—1, . MOW ?IND1,16 MIN, j 4 'm v,4 -,I y �Io W, .... ....... ��:7W, & W" . m ,iR,;". jg A', i!x"w", M, R I q, �VX NO, j�O'pipiqg m A, i,4 klil M." M, iffl _0 Vl.�`, OR oaf F W m",vwfg '44 t4 m K'N lg D, A QU3 m t f 6 w qIoN, 's qg 'WI I let RM i ni� #A j g fp7g 6 rg W"H"FIT INA NMI' n z'%,mg 31, E 121 N W, , ialuq wRqg N g IrAiR V, 9"."JIJANg 12,/i I J,AfV.!4!VA Xj"'j' n,- "K, Ilk, 1-1�P�.fgg 'NAM'M 6FIN"I"AW" m 01T. vu;t,A;�� N Aiwte 2 k ,®R 04 Wo RV� W A .rAl 0 �g WN �,%I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel --,-Application # Health Division 'Date Issued Co D Conservation Division Application F "� Planning Dept: Permit Fee; �d J Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation/ Hyannis 6 Project Street Address J��j�D L l� �' O r G Village Owner W% L( law? W`C. 6�? to Address y11 -eW " A16rTci< 1 Telephone 7 3 S { Q'7 el m Permit Request s (S Dt I s's ° `�, 1 100r ��c� \3 e�sao�s �•�� -r•- �aZ4 0 eCA< �QCJ,I' Square fe t 1st floo : existing proposed 02nd floor: existing proposed q72 Total new q 7 gr Zorin°g Distict F Flood Plain Groundwater Overlay Pr..o!ect VAIUatio 3 arc) Construction Type LotcSize '669 A e- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dw [ing Type: Single-,Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes Vo 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 2- new 2- Half: existing new Number of Bedrooms: Y existing _new Total Room Count (not including baths): existing I new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑ Other Central Air: LYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached.garage:Q existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ f Attached garage: ❑ 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) Name �. cc�`G . � � 2�e�c�So Telephone Number- Address (l - G, w License # CMG (56 IR, �Cw� c L-, mac.S S Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO (Uvi SIGNATURE n -- DATE �l/f ! o FOR OFFICIAL USE ONLY y APPLICATION# r • DATE ISSUED • MAP_/PARCEL NO. ADDRESS VILLAGE 4 OWNER ,y i E DATE OF INSPECTION: f 4„ FOUNDATION i ff FRAME OCC44 S �- G 7911 II INSULATION i 66 - /II1II FIREPLACE ELECTRICAL: ROUGH FINAL 'r PLUMBING: ROUGH FINAL M GAS' ROUGH FINAL t FINAL BUILDING° D ; DATE CLOSED OUT ASSOCIATION PLAN NO. Oct 18 10 08: 42p p, 1 Oct is 10 00:39P R Scott Melanson 508-008-6936 p. 1 �a • 'Town of Barnstable Regulatory Services, rasa �. Thomas R Ceilee,Director Building Division Tom Perry,Building Commissioner 200 maim Street,l Iyamis,MA 02601 www.t0*wn.h arnctable.ma.as Ufrae; 503-862-4038 rax; 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I• ,as Owner of the subject property hereby authorize lZ ,-$C-a Ty `M.Ql h c o _.._to aec on my behalf,. im aD maw=relative to work aud►oti zed by this bu adimg pert*xppliearcion for. Add ss of Job) S�rtature of Owner Date --�— Print Name If 'Mnerty Qm*r is applying for pemxit please coxu�plete theHomeowners License Exemption Form on the reverse side. Q;P0AMS;0WNE"F":W10N B HIC•Registration Complaints Page 1 of 1 The Official Website of the Office of Consumer Affairs&Business Regulation(OCABR) Mass.Gov Consumer Affairs and Business Regulation Home> Consumer> Housing Information> Home Improvement Contractor Program> HIC Registration Complaints Registration# 156805 Registrant R.S.M.CONSTRUCTION Name SCOTT MELANSON Address P.O.BOX 1152 City,State,Zip SANDWICH,MA,02563 Expiration Date 8/6/2011 Status Current No complaints found for this registrant. You can also view arbitration and Guaranty Fund history. Back To Search ©2010 Commonwealth of Massachusetts http://db.state.ma.us/homeimprovement/licdetails.asp?txtSearchLN=57868 10/19/2010 r� Massachusetts Department of Environmental Protection w Bureau of Resource Protection - Waterways Regulation Program X271844 Chapter 91 Waterways License Application -310 CMR 91.0.0 Transmittal No, Water-Dependent,Nonwater=Dependent,Amendment G. Municipal Zoning Certificate William and Barbara Walsh Name of Applicant 111 Pond View Drive Long Pond- Centerville Project street address Waterway City/Town Description of use or change in use: License and Maintain a Permanent Dock on Long Pond for Private Boating Access To be completed by municipal clerk or appropriate municipal official: "I hereby certify.that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Name of Municipal Official Date Signature of Municipal Official Title City/Town ,y I t < l l CH91App.doc•Rev.08/13 Page 6 of 13 $ST. CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT �! DEPARTMENT OF FIRE-RESCUE&EMERGENCY SERVICES 1875 Route 28•Centerville, MA 02632-3117 1926 508-790-2375 x1 • FAX: 508-790-2385 John M.Farrington,Chief Martin O'L.MacNeely, Fire Prevention Officer Craig E.Whiteley,Deputy Chief Francis M. Pulsifer, Fire Prevention Officer November 13, 2008 Mr. Thomas Perry- Building Commissioner Town of Barnstable 200 Main Street HyMnms, 14'A 02501 Dear Commissioner Perry: Pursuant to MGL Chapter 148 Section 28.A, I am making you aware and request your interpretation of a basement bedroom without secondary egress at: I I I.Pond View Drive 'Centerville, MA While on a fire alann inspection at this address, I observed a finished room in the basement being used as a bedroom, which had no secondary egress. The room was furnished and set up with two child beds.;.T.he builder,,Mr. Randy Spears, stated that they are using this room temporarily as a bedroom during�construction. I advised Mr. Spears that the room can never be used as a sleeping room due to lack of secondary egress. He also indicated to me that the expected completion of renovations may be anywhere from one to ten years. I advised him that I would be contacting your office, and his reply was, "Do you have to?". Please contact me with any questions you have relative to this situation at 508- 790-2375 ExtJ. Thank you for your attention to tbiS issue. Sincerely, Francis 4. Pulsifer, re U FaPreventionOff cer a' cn r C Cc: Robin Anderson "Commitment to Our Community" 1/ � .*x; .. " r ,.,t 7�". [-ice �-�y �. :v'w��., . -y n:r --%s- •+r- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Map ` Parcel .-Application# Health Division ►` Date Issued A / O Conservation Division i Application Fee Tax Collector 'Permit Fee_ � , Treasurer Planning Dept. U Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address_ y C24 \/`R— Village ��n �✓��fi� Owner `'`� �`- Address -nr�l.Vt .,u �� k- Telephone Permit Request ' j'� exvs V� co Al Square feet: 1 st floor:existing q a q g�proposed 2nd floor:existing proposed /� � Total new Zoning District . Flood Plain Groundwater Overlay Project Valuation aSi�i�D f Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting doc mentati Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) !� Age of Existing Structure Historic House: ❑Yes ,®No On Old King's High ❑Yes / ,- Basement Type: Lt Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) ��� Basement Unfinished Area(sq.ft) g � Number of Baths: Full:existing _'� new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new oZ First Floor Room Count Heat Type and Fuel: ❑Gas AOil ❑Electric ❑Other Central Air: ❑Yes ANo Fireplaces: Existing c>2- New Existing wood/coal stove: ❑Yes 4N'o Detached garage)(existing ❑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 ❑Yes ❑No If yes, site plan review# Current Use -Proposed Use BUILDER INFORMATION Name XI rS Telephone Number 5 O 1 a Address U l v� - �� 2.s License# A L/ 3 �'� �Z'3 G' J Home Improvement Contractor# I y 73 7-1 Worker's Compensation#ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Lti r- SIGNATURE ! DATE / FOR OFFICIAL USE ONLY APP"ICATION# DAAISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER T� w DATE OF INSPECTION: FOUNDATION " I f 200 FL FRAME _ �lbloF (,�;.�ews ►. tns ��ee� �o-r c�-{-�y ` INSULATION C s�6/ate l'�T FY�e,e. DaiYn �� ,�oT Dva FIREPLACE -L r4l ELECTRICAL: ROUGH FINAL _-r i*` PLUMBING: ROUGH FINAL GAS: ROUGH FINAL �i .�" FINAL BUILDING nF ?3a/09 t DATE CLOSED OUT ASSOCIATION PLAN NO. P�o�tME>o,,y Town of Barnstable y Regulatory Services BARNSTAHLF, Thomas F. Geiler,Director 9 MASS. g F1639. Building Division Thomas Perry, CBO,Building Commissioner " 200 Main Street, Hyannis,MA 02601 ` www.town.barnst able.m ams Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: cd s k Map/Parcel: =0 Project Address )I i CLJ 'Dr- Builder: pee r'J- . �`'� The following items were noted on reviewing:' ��aP b v 4 -�ee �es� C` ��Cf�•�6kT���� •�`CSC9 v^� ixiC 44�C. - -4,10v ._ i nSa WS 4-o 6 e ,ll�1)AA r e.S 1A nA or- "2"V i S 9 0 k c � ePJA ;) et�vJ 9 �aT� � SC' C.enncc1�h3 ? ��r Tblon.� Go►tC��o:+�S y VY\f " Ile- .0 Reviewed'by: Date: Q:Forms:Plnrvw i oFZHE, Town of Barnstable Regulatory Services BARMASS. � Thomas F.Geiler,Director TF1639. 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 t I, c, U) c-CS h , as Owner of the subject property hereby authorize G ✓S to act on my behalf, i in all matters relative to work authorized by this building permit application for: f (Address of Job) Signature of Owner Date Print Name If Property. Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION THE Town of Barnstable �pF Regulatory Services * BARNS'rABLE, Thomas F. Geiler�Director+ MASS. g Q,A 1639• ,0 Building Division tFo, �A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wwwaown.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623 HOMEOWNER LICENSE EXEMPTION ' Please Print DATE: JOB LOCATION: fyr; number \ street .village "HOMEOWNER": name home phone# l+ work phone# CURRENT MAILING ADDRESS: city/town r state zip code The current exemption for"homeowners"was extend ytowin de oer-occupied dwellings o six units or less and to allow homeowners to engage an individual for hire w o does' x"possess a license, rovide that the owner acts as supervisor.' + DEFINITION Of .0410 'ER Person(s)who owns a parcel of land on which he/she resides or intends reside on wh' there is or is intended to be, a one or two-family dwelling, attached or detached structures,accesso to such us and/or farm structures. A person who constructs more than one home in a two-year period shall note aside ed a homeowner. Such "homeowner"shall submit to the Building Official on a fo m acceptable to the ding Official, that he/she shall be responsible for all such work performed under the build',R mrmit. (Section 09 The undersigned"homeowner"assumes responsibili for compliance with ih, State Bu ding Code and other applicable codes, bylaws,.rules and regulations. `.� of The undersigned"homeowner"certifies that,'e/she understands the Town of Barnstabl uild g Department minimum inspection procedures and require ents and that-he/she will co ply with said,p oced es and requirements. Signature of Homeowner Approval of Building Official i Note: Three-family dw lings containing 35,000 cubi feet or,larger will be required to comply with the State Building Code Section 1 .0 Construction Control. HOMEOWNER' XEMPTION The Code states that: y homeowner performing work fo which a building permit is required shall be exempt from th provisions of this section(Section 109.1.1� icensing of construction Supervis s);provided that if the homeowner engages a person(s)for hire o do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaw a that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors, ction 2.15) This lack of,awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case, ur 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 r � c Generated by REScheck Package Generator Compliance Certificate Project Title: Untitled Report Date:02/06108 Energy Code: 1995 MEC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 111 POND VIEW DR. CENTERVILLE,MA 02632 WIN e.. e Ceiling: 30.0 Wall: 13-0 13.0 Basement: 13.0 Wall height:8.0' Depth below grade:5.0' Insulation depth:8.0' Window: 0.400 Door: 0.350 Floor: 19.0 Slab-on-Grade: 5.0 Insulation depth:4.0' Furnace:80 AFUE Air Conditioner:9.7 SEER 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 1996 MEC requirements in the REScheck Package Generator and to comply with the mandatory r irements listed in the REScheck Inspection Checklist. Name-Title S natufd U Date Untitled Page 1 of 4 f lift Generated by REScheck Package Generator Inspection Checklist Date:02/06/08 Ceilings: L7 Ceiling:R-30.0 cavity insulation Comments: Note:The ceiling R-values do not assume a raised or oversized truss construction_If the insulation achieves the full insulation thickness over the plate lines of exterior walls,R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation.Ceiling R-vatuas represent the sum of cavity insulation plus insulating sheathing(if used). Above-Grade Walls: ❑ Wall:R-13.0 cavity+R-13.0 continuous insulation Comments: Note:Wall requirements apply to wood-frame wall constructions.Metal-frame wall or mass(concrete,masonry,tog)wall equivalent R-values can be found in the Help User's Guide. Basement Walls: Ll Basement:8.0'ht/5.W bg 18.0'insul,R-13.0 cavity insulation Comments: Note:Walls of conditioned basements below uninsulated floors must be insulated from the top of the basement wail to a depth of 10 feet below ground level or to the level of the basement floor,whichever is less.The entire opaque portion or any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls.Basement doors must meet the door-U-factor requirement, Windows: L1 Window:U-factor.0.400 For windmats without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?_Yes—No Comments: Note.Up to t%of the total allowed glazing area may be excluded from the U-value requirement.For example,3 ft2 of decorative glass may be excluded from a building design with 300 ft2 of glazing area. Doors: ❑ boor:U-factor.0.350 Comments:Front door exempt Note.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-factor table in the Help User's Guide.If a door contains glass and an aggregate U-factor rating for that door is not available,include the glass area of the door with your windows and use the opaque door U-factor to determine compliance for the door.One door may be excluded from this requirement(i.e.,may hav a U-factor greater than 0.35). Floors: ❑ Floor:R-19.0 cavity insulation Comments: ❑ Slab-on-Grade:4.0'insulation depth,R-5.0 continuous insulation Comments:Unheated 48 inch depth Note:The Floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements or garages). Floors over outside air must meet the ceiling requirements. Note:Add an additional R-2 for heated slabs.The insulation must extend 1)down from the top of the stab,or 2)down from the top of the slab to the bottom of the slab and then horizontally underneath the slab,or 3)down from the top of the slab to the bottom of the slab and then horizontally away from the slab,with pavement or at least 10 vuthes of soil covering the horizontal insulation. Untitled Page 2 of 4 A" Heating and Cooling Equipment: ❑ Furnace::80 AFUE or higher Make and Model Number: 0 Air Conditioner.:9.7 SEER or higher Make and Model Number. Air Leakage: U Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1)Type 1C rated,or 2)installed inside an appropriate air-tight assembly with a 0.5'clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation_ Vapor Retarder: Li Installed on the wamn4n-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Ll 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. Lj Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. 0 Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: 0 Ducts in unconditioned spaces are insulated to R-5.Ducts outside the building are insulated to R-6.5. Duct Construction: Cl All ducts are sealed with mastic and fibrous backing tape.Pressure-sensitive tape may be used for fibrous ducts.Duct tape is not permitted. Lj The HVAC.system provides a means for balancing air and water systems. Temperature Controls: C] 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. Circulating Hot Water Systems: U Circulating hot water pipes are insulated to the levels in Table 1. SvAmming Pools: U All heated swimming pools have an onloff heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock_ Heating and Cooling Piping Insulation: u HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Untitled Page 3 of 4 I Table 9_Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature('F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2' 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 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 Rangeff) 2"Runouts 1"and Less 1.25'to 2.9' 2.5'to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 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 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Untitled Page 4 of 4 _ Table aszIln(eaptmae� . . ,rmcriptin Pseksged far flue sad Twe-ilx=ily P-aldeatlal Ba3ldinge'Hssts$ FPelx I�YA.�LfhNM . � m t3lazircg Gfazing Cellirtg NVAI Floor Aasemeat Blab '$eatingJCooll�ng Area'('Jo) U-value= R-valuer ' R-YAU01 R-y4w' Wail lF I'esira r 1Pasent E[fidcn� Poe sge 570I to 6500 H=dxzg I3egtKc Dn�s' � IZ°/a• 14.0 38 13 19 14 8 Numal iZ'f. 0S? 30 19 19 10. 6 ° A ,6 . '•i57tfUE I S . I21. OS0 38 I3 I9 10 Noimat •g I31. .03d 38 I3 ?s •WA NIA. I5'fi 0.438 I9 19 10 6 Normal U i13 AF{JS y ]5'l. 0.¢4 36 M. ZS NIA,' 1SUA u AFVS W ISy. 0.52 30 l9 19 10 . 18'/r G33 3E !3 ?3 NJA N/A -. Normal y ;SYa. a43 38 19 25 WA NIA Normal z ]8'l. . 0,41 38. 13 i9 i0 d 90 AF1rE I2Y. a30 30 I9 19 14 8 90AMER AA ' I. ADDRESS OF k'ROFER.TY: ARE F0OTAGE OF ALL EXTERSOR WALLS: Q $ U•ARE FOOTAGE OF ALL GLAZING: 3, 4, 'GLAZING AMA.(93 DIVIDED B'Y'02): - ® e j, SELECT PACKAGE(Q AA-sea chant above), NOTE;! OTHER MORE INVOLVED j M-MODS OF DE iIMUMiIN.G ENERGy REQUME2vIE"T'I'S ARE AVAILABLE.•AM.TJS FOR.THIS INFORMATION' , r BjrtLDING-MFECTOR AMOYAL: YES; q-�ris-�Q0303a J Assessor's Office 1st floor Ma ' �y Lot Permit# j 7 SJ 5 Conservation Office Oth floor Date Issued Board of Health Ord floor Engineering Dept. Ord floor House# � � AA ..� 19 .e» f c rua'' (Applications rocessed 8:30-9:30 a.m.& 1:00-2:00 TOW RNSTABLE'a Building Permit Application Proiect Street Address /�� /a n �, t tj ,/- Village ,te y� ��r' Fire District Chvner g✓. L,lli el t- Address Telephone / / Permit Request: r d &5u 1fr� / o/ �•{ Q4/�r G✓,MvV711 4r �.f =✓r rl -4- l i /� C q C) Z5 — S /ENV Zoning District Flood Plain Water Protection Lot Size Grandfathered Zoning Board of Appeals Authorization Recorded Current Use Proposed Use, Construction Type Existing Information Dwelling Type: Single Family Two family Multi-family 'Age of structure Basement type Historic House Finished Old Kings Highway Unfinished 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 A 71ru Z //a V" r Z'.0/1oVr.M Telephone number Jp(D /47 7-l> �J Address License# 9 0 O .1�� �- (1�(�� Home Improvement Contractor# 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 DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO��'��v'7 o 0 IrAj 'pV)'-4'rP Pro' ct Co/s�t� _ Z& a� SIGNATURE DATE 3 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T i 4 ¢` U `� FOR OFTICE USE ONLY 3/22/9 •--3-7-535— y 221,021 ADDRESS 111 Pond View Drive r VII.LAGE Centerville William J. Cotter` ' OWNER �• �, DATE OF INSPECTI - FOUNDATION I ? r FRAME I INSULATION _ r' A FIREPLACE ► _ ELECTRICAL: ROUGH FINAL � ( it PLUMBING: ROUGH~ FINAL GAS: ROUGH FINAL /^ FINAL BUII,DING: DATE CLOSED OUT: ASSOCIATE PLAN NO. r , "�. 0 .I x w z r • Lo Lu 15 Woke 02 4 Z -O Q J LLJ Lu Lu Lu - ' a <Ln-- - �f a. i.STORAGE CAB 1 NET$ OR L 6CKgg S - !CRAWL; - UP SP WORK f TABLE..,. i VERIFY AX: .i a._, is AL L.OW AB16 L E _ .: a ®j``, .,. , °, REMOVE EXIST)NG` CENTER COLUMN" , Lu VERI.FY'MAXIMUN SPAN ALLOWABLE I, _ I - ' PROVIDE'NEW COLUMNS AND SUPPOR , 'SIN COUNTER -WADI AS REQUIRED .. '; I r:' ,.. a ' '"'..t''- •, I, REF _ -,�§ KREMOVE'; - L,. O Ee11aG , _ - w V 1 O tl-- ---- I CR , f LL + y EXIST. - a• BRICK --- - , Q Z ' 1 on PIER ,.u. - -. _ 1.1 EXIST ING. U " .. VERIFY EXISTING: I.I ROOMA�a. ,,._. _ •" ",,ri I. .,. I V •,.. CONDI T'101FS I r . . _ w ,... v CARBON MONOXIDE ALARMS MUST BE INSTALLED PER " I _ SSACHUSETTS BUILDING CODE` rvlO I - r r I IMPORTANT -DASHED PORT►4NT UPGRADE'REQUIRED DASHED:L I NE ..- .:, - .. :+ "r.r<sow ., a•.,. - S . *. '• �'• INDICATE J � }. °ATCso°FKT ao ' STATE BUILDING. CODE REQUIRES :UPGRADING OF', 'e EXI ST.,� _. ABOVE' C CRAWL CEDAR: ) 5 . /_%/-lam FOR THE ENTIRE.DWELLING WHEN q. .. SPACE CLOSET - FRAM INTERIOR :.,!<� - ./. I 4 SMOKE DETECTORS CREATED :8 .CONCRETE > y ,, . I I I ®, r SLEEPING AREA ARE ADDEDOA , eQNE OR 11+bRE Si.EEPI S Y vc FOUNDnTYON i; IS ,REQUIRED-.FOR THE v iunu: ,., � l�It7TE: A SEF��t�(TE PEREAIT _ �.0 1-�-.I INSTALLATION OF SMOKE DETECTORS=THE ELECTRICAL -- --- - =• -- --- PERMIT .SATISFY THIS REQUIREMENT. Z Q O SMOKE DETECTORS REVIEWED Lu Lu � 0 b a v J • �f A BUILDING DEPTr DATE � u 0, FIRE FIRE DEPARTMENT DATE CL DOTH SIGNATURES ARE REQUIRED FOR PERMITTING ALL U) o L w ae (Q U w 0 oll Q _ p • :-: :..: .. .� NAN ,W I`ND�EN.I NGS II _ 'a PATIO D, DOOR BALCONY ABOVE PA710 - :ADD DECK - 'T -------------- lu V ! GRILL .i., _. l i I „ _ NEW.SCREENED PORCH 'n n.-,lTlll,, ROOFL INEXIST - Q I.- w I'NG INTERCHANGEABLE - !- I- t - U .Q SCREEN/STORM INDOW,S- I 1 1 1 1 'REMOVE U-) .O !l :I STORAGE SHED IOt t� t•� H I GH I I NEW I • - I>a �CRE:EN .D - .. WIND - I REMOVES,.I .I ORCI--I 7�. ENLARGE WIN OPENIN O IGU EST I GL:OSETN I9t DES °D BY L.OWERIN'G ILL. HEI T ,p, I. I - I ON ;BE DR;OC)J"I If! ,171,. 70 11� 11�_ i l 1 it :OPEN 'U P CE I IL,I Nfrto I - I I I I Iu'.ry i 1$ '5 1 Y .UPI DASHED 'l I NES I GI LATE f"' DASHE T L I NES AT COCEN N 800K� 'SKY / 2'-7•' h I TR1T1 AT"SCE I-L It�G� I .;!_ IATD;C TOED FRAMED OPEN NG CASES >; �i i AT TA•IR I 10\ L I V I N G + -`1 o KIT H N, = F:,AM�I I L Y �4C31✓I =- "------ -- -_ .— CDI i i D .I .IViI N61i i i OPEN UP CE It"I NC. TV ABOVE i• r - ' 1 n. . r: f I I Y r + I ,... CAB BEL0j, O O .�.: .. i I �r I I is i 7 -:, r> I. -Z ls'-B• z_7:1/2, z•-B" GU E S Tw'VN Iw I U : 'BATH H s EA 1_:I I: _----�.-.._ _------- _'_----- -.-- __.____ .. I S i I • I. / . 'NN 5 ul REF' CABVCOUNTE @i I i i i £Cg - N ABINETS 1 1 11_i 1 1 I. , k N.-EW. _?. WINDOW I N INN �m . .. r� Ill. _0 _ . .� f./,L. � I - -- OF ICE. UPPER W D L\� �•- f 1 CABINETS I Est _ 14'-5.1/2'04 O I /J Own- DEN. o ,.. �. o I FOW ER BACK (� HAL L c� N z � LU I!i I p log lw O O I BUILD OUT �n 0 LE I CORNER I. :EXIST. OPENING I I LE CORNER I I I NDOWCONO.: LU Lu Ln —4 �o inU-) Ogg� AL I O i.0 oc LU �.j O 0 O 0. (L 0. O O N - z �- U w ;, U o r lu - '°` . . -`a Fes- u i -_ v 1 LL -- - AA. 1 —1 'I. - ... I O O. I A, 9a M;4'STER. . MASTER' BA. w BEDROOM` �n LU V 1 0 A� E w 0 0 DN MASTER CL.OS E T L I � 77- • O GU ES,T GUEST BATH. BEDROOM O LU //' u AT�EAVE WIY I I LU I l 0 v LU W dLn un _0 uo fI Z 1 w it Lu U: O �I Z �. U_J OL OTC Q Q O 0, ^� au :a�a als sd a�i n U SECOND I �. '' z o L OOR II w lL v a [ f ` ..; ® NEWLn ... .. R + H. .�C � ® ..�� _lol �I Im DOOR �� .. FIRST L.00R: --------------- ---•- N. FR , NT EL �. VAT f ON 0 lu .� • - - T U : U A0. • i .. ROF LENE'AS, INDICATED LU ~zo S u Q In O LE E X I S'T I N G' NEW ENLARGE EXISTING N.G "NEW; j - - . - `!'' w W I.NDOW W IN.DOW LU F I 'RST FLOQ ----------------------- -0 --- ---= ----J _ o s0 S I DE EL E .VAT :I ON A2. 1 • Z O ' l_n aC 12 W THNRIDGEQr- DORMERS Q w ui u z =1 oc ooz l Ll ci n._ oc Q ,o o NEW. ROOFLINE.. ». -.. O/ 4201 1: 11 1 V 1�. SECOND � Li Sx I I -1 F L OOR w - Q U •• . w w Lu EN OR I, I'If lipCIC - II+ F I: R S T FLOOR EX I S`T I NCr �> F I R S;T F L OOR -  — ————————— .................. --Jr o < NEW .DECK r �. BASEMENT STAIRSr SHOWN DASHED ^ [� r - W O BACK EL EVAT I. 'Ol z U k AL-IGN TOP OF SORMERS. - U WITH RI OGE a 3 04 SECOND , L.00i2 —.—.—.—.--- ------------ -- ——— — —— •—•—•—•—•—-•——————•—•—•— i 1U 0 F I .R S:T l Il FLQ.OR LU O o� S I DE ELEVAT I ON Ln U O J 3 A2.2 _ Z O • i • a •r ii . zn L� Q. L W., Z O. • . s m .C, - LLI T :- U �i. Uj Lo di IN Ju W o r U . W i ti 90i W 0 FT FT I� 00 cc SECOND` u r) ; F L OOR' LU j3p ——— — —._ . _--- N ...... —.-— _ Q . un uj Zf F I R5T F'L OOR` 1-1--� { Oa ^ EXI ST) _ b o 'a v u 0 S I DE I EL EVAT I 03 SEC BASEMENT (.EX I ST) A:2.3 - z O LG! , it ciz , Q � LIJ Lu F z OL OC Q LL REMOVE EXISTING OO ( 1 :CEILING AND CREATE` _ ❑ ❑ ❑ ❑ " ATHERDRAL CEIL INCs' n _ . b cq DD SKYLIGHT it AND�ENLARGE. O -lll ' ATT NSOAI'R U- ., 1{ SECOND Lu <—REMOVE-EX I,ST I NG .� F L OOR CE I LING AND CREATE - 'CATHERDRAL. CE I L"ING'LN Lol 01 U .4 FIRST 00 F'L",OOR (EXIST.) co v9 (V 0 ' VERIFY IFOUNDATYON RELO T£ EXIST ING— £ 'EXIST. CMU� NDN. -:F CONDITIONS COLU G. ADD NEW COLUMNB _ `VERIFY FOOT'I NG 1 AS R ..I RED , W-IDTH/DEPTH' f LLJ u BASEMENT ----------- Z. o f EXIST.) .—.—. — —•—• - S E CT I ON A— A` w u Ln CJ _ REMOVE-EXISTING ,: .CEIL IN AND CREATE CATHERDRAL CE"I L.I NG',- Q 01 REMOVE EXIST ING.CEIL ING _ x AT L'I V I NG ROOM:- FINISH AS •.CATHERDRAL' CEILING - FMI ® el c ' io — /2 Cl 00 � � J w R S: FRAMED OPENING.T • - - Lu F'L.00.. DINING ROOM - _ _ .—.—.—. —.—.—.—.—.—.— .—.—.— � oz 1p1�1 . - -W. VERIFY E)OST)NG CONDITIONS. O = SECONDIR FLOOR SECOND FLOOR: _ �� AT(X2AWL DACE - - -y- � b V1. RELOCATE EX I S N AIR OR.RECONSTRUCT AS REQ'0� O: _ - .". .. xI SEEUBA$EMENT f L' N UO. oc BASEMENT 3 CL SECT ION B — 81 SECT I ON AA' A3,. 1 Z Ul W QC Window# Type Pella# Size:W x H rain) Comments 001 1 A:3529 2'-11,,x 2>_5;> _ 002 1 A:3529: 2-11"x 2 -5" 003 J A:3529 2-1.1"x 2-5: C, U LU 101 A DH:2947_ 2'-5"x 3'-11" Z O' 102. A DH:2947 2'-5"x 3'41,' r _. Q Cie 103 - A DH:2947 2'-5"x 3'-11" 104` A DH:2947 105 A DH:,2947 2-5"x3 -1 P' LLJ O O 106 A DH:2947 2'-5"x3'-11" 107 A DH:2947 2,-5"x 3,_1 l" 108 A DH:2947 2-5"x 3'-11" 21 - 109" A DH:2947 2'-5"x 3'-11'' U 110 C DH:2953 v 2>_5"x 4>-5, W 111 C DH:2953 2 5'x 4-5" 112 E DH:2565 2 l"x 5 _5„ f U QLU 113 E DH:2565. 2=1"x 5 -5" Lu < •. t' 114 C _ DH:2953 2'-5"x 4?_5» Lo Q 115 C DH:2953 2'-5„x 4,-5„ 116 F- ,DH:3365 2'_9»x 5 -5" 117 F _ DH:3365; 2>_911 x 5,_5„ 11.8 G DH:41.65 3'-5"x 5'-5" 119 G DH:41.65 3'-5"x 5'-51, _ N .ems '120 F DH:3365 . 2'-9"x 5 -5'> r ' 121 D DH.3353`. 2,-9"x.4,-5„ • 0 122 D DH:3353' 2-9"x 4_5„ _ 123 C DH:2953: 2-5"x 4 5" £ '124 C DH:.2953' 2 5"x 4 5„ LU .125 1 A:2929 2 5"x 2 5» o 126 I' A:2929 2 5'x 2 5' 127 E1 DH:3741 3 1"x 3 5" Y. - oC o 128 H, ..: DR 3741 3'-1"x.3 -5" i _ z 129 HDH:3741 3-1"x 3 -5" - U o .130, C DH:2953; 2'=5"x 4-5" 131 B DH:2553 2'-1"x 4'-5» u 132 B DH:2553. , 2'-l"x 4,_5„ A ` .133 `. C• DH:2953` .. 2'-5"x4 5 134f C_ DH:2953 2>_5,;x 4,_5>, . �n 135 C DH:.2953 2,-5"x 4,_5» 136. D DH:3353 . 2-9"x 4-5" _ 137 D DH:3353 2'-9"x 4'-5." 201 I A.2929 2-5"x 2,_5„ 202 I A:2929" 2-5"x 2'_5„ Q 203 C DH:2953 2,_5»x 4.-5». 204 C DH 2953 2 5 x 4 5' 205 C DH 2953 2 5'x 4 5' u 206 F - DH:3365 2-9"x 5'-5" LU 56 207, l? DH:3365 2 9''x:5 5" N ui 208 C DH:2953 2-5"x 4 5' ' 209 I A:2929 2,:-5"x 2-5' LU _ 21.0 1 A:.2929 2'-5"x 2'-5" 0 211 1 A:2929 2'-5"x 2'-5" 212 C DH:2953' 2'75"x 4'-5 — 213 C DH:2953' 2'-51,x 4>_517 e w 214 C DH:2953 2 5'x 4 5 215 C DH:2953 2 5"x 4 5" 216 C DH:2953: - 2-5"x 4-Y' O x 217 C DH:2953 2'=5"x 4'-5" _ o 218 C DH:2953 2'-5"x 4'=5" A4 z O j. Cie - it zLu U W z o 0. 02/ O _O O. Lu `7 Lu L LL ----i.. Ln I y Vh SPACE I • I i UP. a -� ---------------------- EXIST INCs' STA1 R' - - 'i i I I Q TO REMA,I N. _ 5 _i 'CREATE, OPENING � � - I_ is :ABOVE STRINGER' i Lu al .AND PROV I DE. NEW, RA I L I.NCi EXIST.- COLUhN To, BE REHOVED 'SEE STRUCTURAL �,DRWGS — -r —iT - r � Lu _ 4r� EXIST; l u lu �- PRERKALL�I�NT�RIOR�,' PARTITIONS. SHOIUN r I V O. DASHED u LJ REPLACEf \ _. t --- - --= —J............ • e• ........................ ...........-............. DASHED LINE' i INDICATES" i 'i J. Ck. DUCTWORK i. EXI:'SY•. AT SOFF::I,T r. ij G CRAWL. '• CEDAR ABOVE i, I opC SPACE CLOSET E7 „ 2X4 I NTERJ OR i,. FRAMING. TYP. e' CONCRETE. � FOUNDATION, .. - WALL:. TTP: I`---------------`-=-------� Lu .. 'o '0. Lu NOTE: ALL EXISTING WI:NDOW,S ' oz O .- TO, BE REPLACED -y- p,M, _L_ jN Ln u0n Z 4 X1 .0 z O w o[ is Q ' U h- • ? O LU - - - - - - - - - - - - -� REMOVE EX1STI.NG DECK. _ LL II '' I � I :REMOVE PORCH ENCLOSURE ' - yl. U W LU — — —— LU J :I. L 1 EX I ST'I NG .STA.I;RT_D I- ---� - TO REMAINS -I I EMOVE EX I:ST'ING CE:IL ING 13 04 I t-REMOVE' i:ALL NTERI`.OR REMOVE' EX I ST I NG CE I L I N PART IT-IONS SHOWN f J- - - r. I DASHED W.. VLl O: EXISTINGSTAI II� REAR MI IN REMOVE ALL INTERIOR.I . - z 1LJ -'PARTITIONS SHOW N , I. L) DASH _ _- - _ - _ p j �I ) li .I �' `: NOTE: ALL EXI ST Nt, W]NDOWS .- .�. TO,BE REPLACED IIIJJJ 'A^ I'1 G+�, L- "PROVIDE R.O: FOR. ALL NEW'. T � LU WLNDOWS..-'SEE :PL:AN�S.- 1 1 LU • - - L u O xi i Z 0 ,OLn O o w o LJ o --� 0 0 REMOVE EX157:LNG" ROOFS REOMOVE EXIST-TNG _ - .� I1 U DOORS AND WINDOWS; f LU , n e— — — — — — — Lu i - -. 1 1LI L Q u= i i _ J I Ii i VL J,LI ..............-•-•-• ------------- 0 f u �. z LW. REMOVE EXIS'T.I'NG" - - - - ROOFS, - DOTTED LINE fNDICATES L + �, LIVING ROOM_ AREA: BEYONQ v � REOMOVE EXI 51?N6' ) • r DOORS AND WINDOWSLU - �O F- \ E rvl. O LU- ------- -----------•- i---- ----- 0 �t Q V J. w A U O Ze X2.1 ul O lu LU : O o -Q a a r r tu O O 0 :REMOVE EXIS.TI,N'G:,ROOFS a. EM `.. : M OVE EXI S I,NG DOORS ,\ 'T • F� '.'� ����. AND WINDOW SLU , lu W - -,-r.. T === -- - a Lno o ,� • i I I II I I I II I I I V1 I I j ti (V w r1 ` w o to In CL of • , REMOVE EXISTING-ROOF AREA, • x \ ; Q - - RODIfy, EXISTING" O r ... .. F U �_! • cl rl O 'lJ 1 ^L�/1 L.�L pWG O 3 a Z' Q t z O o L • c o - o o ; U W BASEMENT ----------- _—.—.—:—:—.— SECT I, .ON AT STAIR TO, BASEMENT � o: w • z w u o 0 r I f I I I I II 1 I LU 0 I i • W I: 1 ui b In —ty-- 1 {J�J co a Q 0 V. S E CT I ON AT OU T'S 1 DE S T,4 I R. X3. 1. Qf �'-i r�t OLk s � rigia c,-4�vf u z uj Lu Zm ' O d O EL O 'SANDWICH RAIL. POSTS BTWN JSTS/ THRUBOLT* (D Z W(Z7 5./8'M:;B. ('TYP) t 0: _12'DIA. SONOTUPE - - - - - - PIERS',(;TYP) S�.I MPSON.'CAP AND Q� BASE CONNECTOR& J �_ • - DECK ABOVE O - _ _ z O Lo � z (�l_. a'£ O 3 .:T 2-7X.10 FLUSH. -PATIO T.2-2XI'O (�1)pNI� �—DECK ABOVE U'LLLL 11 � 1- _ OC D I ...X I ���'-P�AT1 O I N, •pT '7X1{•——•_•_ I PIERS S I nPSONT CAP AND BASE CONNECTORS O_uJ Q -a- �.•. `'- .� ..-....�. -.......----.SEE N: T ._...:..._I ..�. .._:.. ......_.j 1: LL w ` SHOWN•HATGH ONDAT.ICON 9'CEENED PORGH ABOVE . I cxv0 ~O •I• �, uTURE f I q ( ~�Q �� ON J -U u ( _ .__-_. .-- LLI 4 Z r LO U 12'1.DIA: SONOTU El' - - 1 .4 a.ry. r \`t HOT Tula '.: 4, •Q .. IL P , ,ER8 (TYP). �. �' - Ln • 3-2XIO PT - - CRAWL 11' .SPACE, . - S. ....._. I b ! r E 1 I I--- \ n' APT 2X LEDGER: PT ZX'C:EDGER a. $TI SEE NOTAI IN ( - \ UP en. : L•—• ECD SEE NOTE 1 (V, ACCESS PANEL i;. L_C)ll i. _ �'i.. SEE•. PROP ED FIRSJ FLDOR. �i tv - 1 PLANV IF VE JFY SUPPORT LLJ S EXIST. 3-2X1'O (TYP) REPLACE AT CENTER 'f T - -=:4 \•—J NOTE `IL NEW (4.) 1. .3/4`X9 I/.2'LVL h t-- �.. _ ...._.: V'IF ii xi. REMOVE' EXIST 'COLU ? EXIST.LNG -- ._ � TO REMAIN LLu - _� • ii x0: NEW 6XL _PT COLUMNS - }_ li:' i - c .FULL:. " OqW BASEMENT . 'Xfl, XIO,THK U _ FTG (TTP..7) L2 u. r NI ter• � .. - - . . .BASE. WEXI uJ o m. CRAWL CEDAR,. _ SPACE- CLOSET 2 X4 FRAMING. 8 8` CONCRETE, - LLJ O rr FOUNDATION - - Z dp Ld (NOFlb}gs�4 1� - _ EX- 8'CMU FOUNDATION I2' DIA. SONOTUBE. 3� C,S, SHOWN HATCHED PIMP l TYP) �' Q � . sInPSON CAP AN'D o MIU I �� >1 .BASE CONNECTORS CUDILO NOTES � No. 34774 � � • � ��i iil N X BEARING PT.,GANGED STUDS. STRUCTURAL ( .W JN EQUAL TO BEAM. WIDTH !' POST') i _ SPEC. ON SHEET 5-41 O.Q OBLE J-ST/BLOCK IS LOW N'5 AFG(S"TER�� �$� T*T Z 0<. — OI OR PROVIDE 2' -6''X2' -:6'XIO'THK FTG A`Y�,v -x J 0�. un1/Z.'DIA. LALLY IS) v - Z �w m ©ATTACH. LEDGERS :OF SAME DEPTH DEPTH TO MATCH- . J OIL 5TS W/ (2) T I MBERLOKS SCREWS 9 l,t'O/C U O.N. 1 _ DATTACH. L.EOGERS 'OF SAME DEPTH TO MATCH V(�O�/� V N u JOISTS W/ (2) TIMBERL,OKS SCREWS 1.,2.0/C > SPEC:.: ON. SHEET S-.6 , - S1 r � Z O \ �3 Lu a O t p . p uj N L) z 0 Z F2 w ' ,CL Q• , O oz z O -0 F—0 `0 4 _ .. -- 5----- 4'x4 KNEE:'. /9"LVL 1L'N ll Lu BRACKETS(EA:END-) .HEADER �q BALCONY W/SOLID STUDS SCREENED N 00 'I ABOVE 1- v .I N- WALL PORCH t,EP.-�. Q •� .. ... ry: I. z. •• ,Lij . NEW 6" HDR:2:-:?Xi0 O �� W. ,- 2 `Q it a HEADER-(2)11 1/4':L VL '.:' � . .� . . /�. � i 2)ZS(�O.HEADER - �� In � 1'L EACH END .'. ..q }. J7tT1`:`< ti MAX i' HDR: t ?4I ri�A'X9 C �i",L�'L � t a V cIW Lu Z;X 100 12'O..C;, :2X I O°I b?'-O:C. '� O F- S2VErIF LALLY/ NDAT ION B LOW : ' :ROST' .'ABOVEXIEACH'ENDW..PRIDGE BEAI'rit' a" w9 2— w �IL IZ ck mzW _Off' '. - - - mlto L12"-3' mow- �uD„t7u PATIO."U.NDER ,RORCH D -� ! t�-:o 7ya' _ 0 t4p,34774ALT.. 9'SLAB 'ON GRADE �: �D �. u gTRUC-fus VI ' /' UIva l U-1ZmNOTES,:, S;C)N � Zo0 " „ � z 3 P- - X=' BEAR YNG F'T.:GANGED' STUD9 / //fJ� x :,,,� 'zLi EQUAL TO: BEAM WtDTH �.(;' POST')i /�, /� � rpU7 LnSPEC• ON SHEET' S 6 /VG/lZ )DBLE JST/BLOCK. BELOW ;PART`N'�S ULu OOR PROVIDE 2 .L'X2• -L')<IO'THK FTG: Q mzW/ 3 .1✓4'DIA. TALLY V . i LU 4 Z 00 _ - 0. Q`0z oC ` W -. ,. UJ � lLl 11J : O: Lfj ..... W ................. 6.. HOR: i'';ix vaLn XAAX ,2XIO n 16 :O/E-. �, s• - +'. .. 'AREA BELOW: •--. . REMOVE EXISTING CEILING. _ - - • ..: •<- MMOD'IFY ;EXISTING STRUCTURE _ 1q _ - y NOTED ON �S2 CD CD , LU w - U o C >. LU ~\. J w AREA 'BELOU, .. .ram REMOVE EXI ST'ANG CEJ L I NG X •I _ AREA BELOW - - e. PRE-EX 1,ST I NG' MODIFY F�Y EX NG'ST E=' AS' NOTED ON SZ ` - • i '' r s N'ON,�CO�IFORM I NG .. - q 2XL ,16 O/C .RAFTERS .. �. _. - .:... - _._.- .. .-_ W/ZX6 EXIST. r .. N .. CE I-L IN JCO I STS. :.._: TO"i:REMAa N T Z m a - - w w C s W Z • r f. `,. ea Li _ �yZN OF Mgss w p . ti ml HELE � ' CUCILO ��, O No.34774 cn LLJ wit STRUCTURAL CS6 W �N. TOTES: t9 00 Z O•Q (1 - .SPEC.. ON 9F 6 3 : IEET� $- ��G!$TEP•;�'� W 02. `ONn1- T J a LU Z U.� w LU S3 z O0 S Lu DL t` ROOF :P,I.TCH 'I] f OD 7XI Z R..I DGE PLATE ATE. 1 tl- Lu IN V z O R=30 INSULATION 'aL w . AT RDOF•`(TYP) J lS �� i�I�� ))-(J OL �l\)v a (I- (- . 2 . R- 3 INSU ON' _ AT ROOF(TE. SULYP) L VL R gOGE. 1 _ `� EXIST. ZXGsED TOOC 'O •Q II ..I .AT ( � �) Al' D 9KYL I,GHT _ 3-I ) «� - - .0�"(`.. _ AND ENLARGE f Y -3U INSULATION _ 2X9 EXTERIOR` ! -I z�'4 ie�.T W F,N ND .,��C� 1-,�., AS ROOF �II., ce I WALLS Qc : -.. I - , . LJ i .. 1 .l 13 INSULATIONLJ REMOVE' E C) AT LLS Typ) LINGNDCRATE''CATHERORAL, CEILI NG -- LLlEXIST. .ZX9 WQ - EXTERIORWALL'$ . , ._....__.. ... -. I,. •-1. HOVE- E IST N • (� i _ _ ATHE D AL E I —3 13 ,I - i c AT,WALLS(TYP� :! �v v R-30INSULATION AT FLOORS, RsLOQATIE EXISTING 1. EXIST.:. CHU FND COL.0 ADD-NEW COLUMNS •VERIFY- FOOT I NO R-13"INSULATION. Ag R I REO WIDTH/.DEPTH.- AT.WALLS(TYP). - -GRADE.AS REQ"D• • 8 IN CLEAR POS 'PITCH r, • ALL AROUND , — --i . :GC Au SECT I ON A — Ar AEM • I I I I li �l .l i I,A I III Iaj I ;''.� ( II lilt II I I I � i II III _. I • G CCAOHERDR LL CEEILING'. r R R-36 INSULATION s :AT" (TYP):..- • IzOCO ROOF :TYP- . (.2).2X10 HEADER_ w AT � � ) . � -2 1.X1 611 AT NEW :DORHERED ROOF:L INE' W r�r a - .REMOVE'EXISTING CE I L I'NG <il - Z- •' n I - E,XSS R4 X6 IG OTC _ _ . I' -AT LIV9NG ROOM:., FINISH - - Ilj TY A9 'CAT�HERDRAL.'_CE 1 L I NO /U� �'- LL w� ...... _ C.J. �W �MOLL 0 - 1L ❑ ❑ Q ° IC E E I T Ob .............. ....< c t ( _ .• R=13,IN.SULATONI I I ' AT WALLS(TYP) .. W N R-13 INSULATION ( I * - - �-•(=-•{ i*i zc, AT WALLS(TYP) - .... WALLS TYP) ' R-30INSULATION .W VI SO QQ 7iTTtDOR 00 `VERIFY EXISTING coNDITONS. Z O.< AT CRAYYL SPACE'. �. ice. 3 RELOCATE' EXIS - AIR.OR RECONSTRUCT.•AS:REVD Zai COLUMN. - - -,I2'DIA. SONOTUBE OpM _ �y � O,'j SEE BASEMENT `. N P I ERS- (t TYP) ZN 4^ A[MPSON CAP AND BASE 'CONNECTO S Q¢ w o=� MICHEI I--� 0 m 1 CUD U au 347 SECT I �J I �l B B ( ° No. STRUCTU AL � SECT ION THROUGH, ' L 1 V I NG ;ROOM SECT I ON AA S4 iON AL 0 lLa Ln Du 00 0 0 ou w d L a- .0 (D Lo II Cj flu • LiQ L1 J In Q F— LLJ U In I> LL J AR- q INSULATION 'NON-BRG: BEAR I-NG: • _ - ` FRAME. BELOW ;STRAPPING, -' FRAilE:WALL. WITH DOU.BL.E.'PL,ATE . �.� R 30 INSULATION, AT ROOF.(T1P). • e _ O( r i rr 11 w o 'GU ST 9EC .,D.':FL ._. GUEST'. V 0iv.: cr, B- -HROO HAL BEDROOM AT WALLS_�Typ) wo 1 - -ZHOFldgc s L r,i WN MICHELE ` ( W cmo LAUNDRY/ B -ENTRY' MUDR,OOM HAL L OFFICE f CUDILO oo. STRUCTURAL ST L ". � 0 J z Lq � o �FcrsrER�°oa`� V Z �w STAIR BEYOND cs/ONALF O In SHOWN" DASHED 3 � U NU 1 � SECT I ON C C - _ c�ws�aa S5 o s L w 00 0 GENERAL. NOTES AND MATERIAL SPECIFICATIONS: z 0 0 � o< 0- a_. U FOUNDATIONS 9: M p 4. Timber Fram in Ln 1. All w:orkrnanship to conform to 'the requirements of the ." U o Ln a: All new timber framing Spruce—Paine—Fair No. 2 with ,a cat � Massachusetts State Building-., Code;. latest edition: _ a Fb.='1000psi, E=1,300,000 psi, or better.. 2: For site: location and grading information;, see Site w 3 Plan., by others. b. Pressure treated timber (P`.T ): Southern Pine with `` ``� Fb.=1300 psi,. E=1,600,0.0�0 psi„ or better. Z,°L 'ao w 3: Assumed net :allowable soil bearing capacity, q= 3000 � o a psf, for a medium sand rave( com osition. Other soils c. Laminated Veneer Lumber:, All L.V.L. shall be 1.9E L.V.L. 4�- P /9 - p Ln with Fb 2925 psi, E=1,900 ks;i, Fv=285 psi, Fc-per =75.0 psi, wg ui ui encountered, contact the En ineer of Record.. 9. Fc°-ar =.3035 psi. Par,ollam (PSL).: Alf PSL shall be min. �`Q Q 1— LU 4.: Concrete: Minimum 28, day strength; f'c = 3000 psi, 3./4`' U a aggregate; designed per ,,Amer:ican Concrete Institute Co"de 1.9E .ES w.{th Fb=2900 psi, E=1,900 ksi, Fv=2:85 ps:i, a q ,LL latest issue; maximum slump 40:. Fc-per=750 psi, Fc,�_pnr=2900 'psi. Notre that.. Microll.am and a.) Anchor. bolts ASTM A3,.07 galvanized, main. 5/8. diameter,, Parallam may be used interchangeably. 12 Ion w/ 2-1/2" hook in concrete piers 1:, Deflection Criteria: L/480." Live 'Load, L/360 Total Load g' Z. Op'tionaf Provide. shop drawing submittal of engineered lumber systemsfor approval prior to materials purchasing. FRAMING v: 1. All workmanship to conform to. the. requirements "of th.e 5. Metal Connectors: _ o Massachusetts .State Building Code, latest edition. As manufactured by Simpson Strong-Tie Co. shall be 2. Structural Design Loads: handled. and •installed per manufacturer requirements; with Dead Loads: Actudl Weight of Bu`ildi'ng Components all nail holes filled', with the size nail as specified by Live Loads: Snow Load 35 psf (plus: drift) with mfgr. or Herein. j applicab.l.e reduction _ a. Rafter to Ridge Beam Simpson LSSU series w .. ATTIC: Storage = '20 psfb.. Raft;er ends t`o top plate: Simpson, H2:5A z Living :Floor 40 psf 6. ' Bolts: Bolts in wood framing shall b.e standard ;machine bolts unless LLJ Sleeping Floor 30 psf U Decks and .Balconies — 60 psf noted otherwise. ,Bolt holes in; wood, shall, be 1/32" .larger Wind Load = 21 psf than bolt diameter:. Bolt heads and nuts sha.fl bear on 3, 'Structural" Steel: (a required) standard malleable- iron washers; or, square plate washers, a, ASTM .A572 Grade. 50; shop paint with rust: inhibitive All nuts- shall be retightened at' compl,e.t on of job:. paint. Thru—Bolts:: ASTM A307, 1`/2, diameter; punched holes: 7; B'lockin.g: 9/16 diameter. a: Blocking shall ,be solid blocking;, 2x. m n{m'u,m, and full b.. Welds: Shop weld cap and base plates to columns; shop depth of member.; — p g / b Stud Walls; ro.vide blo,ckin at, 8 0 o e; maximum: Lo weld bearing plates to beams;: use ;E70xx electrodes, (D Alternatively, field' weld by certified welders'. height. a w r5.F t.. Deflection Criteria: L/360 total, load deflection,. c. Nailing :Schedu.le: �n Solid Blocking to Bearing 2-8d toenails ;ea, side; l� �Z � Blocking Between Studs; 2—`10d toenails ea.. end, U J w °L 'Or 2-16d end—nails ea.. .end Z =4 8. Nailing .Schedule.:. Q��ov i�+assgc 1L_I ° All nailing shall be, in. accordance with Appendix 120.,Q, unless noted herein specifically. Multiple. Studs 16d ®; 1.2" staggered � Cap%%-04' N � ,w.� z a. All nails shall be common; wire nails:. No GZVR�� QC �N b. Sub—bore where;: nails. tend to split wood_ sjRp "J Z °oO 9' Headers less than 4'—,Q"', :use 2-24; all others per MA A Rec{ ��° Z' W r 3 State Building Code Tabl;.e -�606:92 550 j Z� i� � ��` l� x `j o� .{Ot 1P o A ® � lJ jod S T qr, �2�rL*2 p r _ FL VULb S6 Y Lpa s ADDITIONS&ALTERATIONS LWO POND. WALSH L O N G P O N D RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 .. p N£W DRIVE i 06 WATER LINE — O LOCUS MAP \ \ GG \ Scale., N.LS LAW FLOATING DOCK 28 30• .--_----- PATIO 32 34 �\ PROPOSED —_----_-- \ � DECK 38 FENCE(TYP.)40 \\ \\ \ \ \ \ TGRILCSOVER — _ O \\ ` \\ 28 SMOKE DETECTORS REVIEWED 42 \\ \\ `\\ ° \ --1�/ � AYII) R.MAC LEAN \ \ _ ASSOCIATES ARCHITECTUR11 E 3o S A JL . ILD NG JEPT. DATE &78 SCRAGGY NECK ROAD\ \ CATAUMET,MA 02534 1508.564.4656 )° 1 www.tlavidmmaclean.com \ \ \ FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING \PAVED PATIO 1 \ / \ \ I / 32 STONE WALL / PROPOSED RA [CONY ! EXISTING GARAGE : 42 40 //// / /! /.. Ili . ' o ., .' J • - . 'I BITUMINOUS 1 - DRIVEWAY 1 LAWN 38/ \\ e FENCE . , • \ 36 - REVISED: \ — ISSUED:17 NOV.'10 • PROPOSED SITE PLAN SCALE:1/32•=1'-Ir PROJECT NUMBER:201015 Site information taken from EXISTING CONDITIONS SITE PLAN PREPARED DEF,JSK DRM FOR 111 POND VIEW RD,CENTERVILLE,MA as shown on site plan prepared \, c \A� p R `, by BEAUTIFUL LANDSCAPES BY DESIGN. dated 19 NOV_2008. P O N D v C I V Y D I V E NORTH w 0' 16' V\ 1 .1 ADDITIONS&ALTERATIONS WALSH RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 EXISTING DECK / a r---------------- —I---- — — 7EL - ----- �L------------ -- I MASTER BED I \ &AVID R.MAC LEAN I I I 1as0 t) I r— J &ASSOCIATES ARCHITECTURE 78 SCRAGGY NECK ROAD U I I L I � I II I I II I U 1 III I I I cnrnuMET,Mn 02534 gTTCBEN I II I I U I 1 I I 508.564.4656 U I I U I 1 I I w .davidrmaclean.wm • ' I "6 U F 1 II I U I , V I I DINING II 1 U 1 I I I 1 II I i U I U I I I I U I I. U 1 II I UI I • I I U I I U I II I III I r , I i II I I U I II I III O,. I II II I I U I U I LIVING U I I 1 II I I U I U I III I 1 II U 1 D BATH I, II I I U I 0 I I • Iar II II 1 I II I PANTRY BAR ----- —————— — -- — . - REMOVE DOORS&DOOR JAMB, — I REPLACE w/CASED OPENING I ` • I BID 3 I I I r r I I I• I f f , BID 2 I I I O III I I I I I y I III I I I BATH FOYER III I I I I I 1 COVERED PORCH d ——————————\)o-—-— /---------- V REVISED: • ISSUED: 17 NOV.'ID EXISTING FIRST FLOOR PLAN . • - SCALE:1/8'=1'-D' PROJECT NUMBER:201015 DEF,JSK DRM o, 4, NoR,� IVID 0.1 ADDITIONS&ALTERATIONS WALSH RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 ,. 1 x 8 COMP. DECKING LINE OF r COLUMNS BELOW - r------------ ____ ________________ _____� LINE OF ROOFS j ----I—J L—r--- - BELOW ", _ - • ' ., I I I I I _'_� _- -- L-------- ---------------- --- I - ' I I I I I - I L -- - j &ASSOCIATES ARCHITECTURE I 78 SCRAGGY NECK ROAD CATAU MET,MA 02594 LINE OF ROOF I .. . I 508.584R856 BREAK ABOVE,(TYPd _ www.davidrtnaclean.com I UNFINISHED2X4 I - 1 ;. PARTITIONS li , I I I y I D I I • i I - I i I LINE OF ROOF OVERHANG ABOVE,(T/P.) I , ----------_____________________ . I ---------------- I I I I I I I I I 4 —— ————————-———— ————————————————— - ° LINE OF PORCH BELOW REVISED: 4 i ISSUED: 17NOV.'10 a EXISTING SECOND FLOOR PLAN • SCALE:1/B'=V-0' ° ^ PROJECTNUMBER:2010/5 I ' _ • ao.m er Ma.aM DEF,JSK DRM hNaR�j D 0, 4, r - ADDITIONS&ALTERATIONS WALSH RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 j— -----,----------------------------------------- —* ---------- \\ I � I - r— —————-— da I I I I I I I I I I I CRAWL SPACE LAUNDRY r . _ • , U , ' I I O ❑❑ B,ASS` , R. \ TES ARCHITECTURE ASSOCIATES 1I- 78 SCRAGGY NECK ROAD UNFINISHED Bt� EMENT F CATAU MET,MA 02534 , MEROOM i -------------- 508.584.4856 GA _ - r --------------- -- v .davidmacleanxm . I B II O II \ I I - III I 'I - REMOVE WAILS I O &DOOR III F.• I� BED 4 CRAWL SPACE .III• '. f i T I I . I I I f Y I , I I --J 1———————————-— REVISED: ISSUED:/7NOV.'10 - EXISTING LOWER LEVEL PLAN SCALE:I18`=V-0' PROJECT NUMBER:2010/5 DEFrJSK DRMr • � NOR�1t 0 4 MD 0.3 ADDITIONS&ALTERATIONS WALSH RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 ASPHALT ROOF SHINGLES .. ASPHALT � - ROOF SHINGLES , ® . W' ' WC SHINGLES St 7.W, R.0 SHINGLESS'.T. . - 2ND FLOOR - 2ND FLOOR SUBFLOOR r SUBFLOOR 3 - YY1 S �FLOOR1•ST FLOOR GRADE UBLOOR GRADE SUBFLOOR DAVID R.MACLE ` • - , .9 &ASSOCLATESARCHITECTURE EAST �, NORTH 78 SCRAGGY NECK ROAD ' 4 - CATAUMET,MA 02534 - .. 508.504.4656 - ,. _ x+nw.davidrrnaclean.com ASPHALT ROOF SHINGLES N • - - . WC SHINGLES St T.W - R.0 SHINGLES 5't T.W. 771 LLU ® ® ® ® r - S ASPHALT ROOF SHINGLES .12ND FLOOR - - �2ND FLOOR SUBFLOOR SUBFLOOR 1 REVISED: ,ISSUED: 17 NOV.'10 FLOOR T FLOOR GRADE 1 SUBFLOOR GRADE \ iSSUBFLOOR E10ST01GELEVATMS - .. SCALE:1/8'=1'-0' PROJECT NUMBER:201015 • • .. - a•a.n en aneoea er 3 WEST 1 SOUTTI DEF.JSK DRM 0. 4' MD 0.4 ONS&ALTERATIONS 1r 012°x as-z ua°x ADDITIONS D I 51/4' (EXISTING) - (EXISTING) (EXISTING) : �]./�7.CH � 4'-0 yq• T-T 4'-101/4' -T-T 4'-0 3'4' - - ., •.��i.�V IL RESIDENCE , T-s 1/2' 3'-s vz 111 PON'D-VEIW DRIVE. CENTERVILLE,MA 02632 RIDGE POST - POST- POST POST - • LINEOFRCOF GRANITE STEP - , - OVERHANGABOVE .. WOOD STEP _ e : • - ' .. - r , 3. a 1 t A. .:- ..I Lx 6 FE FDGESAND N ° _ - _• Y .. ' WI MITRED CORNERS - .` ... . I;. EXISTING DECK D - C: , GRANITE STEP - I : , a 2 .SKYLIGHT I � . . + t ti° .1 EXISTING FRENCH.DOOR. r 1 ABOVE - I '. '•- ^ LINE OF CEILING 'F------.— Q " BREAKABOVE c WINDOWS— -— O21 o , ------------- --- --- — -- —J c E 5 I: I BED I J, r-- / I a s, g I II I .II I IL I. I DAB ID R.MACLEAN =' W I II' '.I.II I Ilr ! 1• a ASSOCUITES ARCMTTECTURE LINE OF EXISTING DROPPED KPICHEN BEAM ABOVE.('rYPJ • 4 III 78 SCRAGGY NECK ROAD' CATAUMET MA 02534 e I II 1 'IIDININGI II I I LIVING _ w , 508.564A656 8.564 idnnaclean com' IIIUTCH I,. PROP06ED112 COL.(TYP.)' .O -. 11C I 11 Lit I I I II ... - ,• , 1 IS71NG STRUCTURAL POST - °.. I ,.. .• I' II. f:II I II 6 I II t i . D B I r •' WO _ ..NEW WHITE OAK LANDING. N RFG 1 D y —_-- STORAGE � _O m - EXISTING STAIR LOCATION I a I • , ,° - a * x "+ LINE OF ROOF: - I 'I •' ----- .. �. I Ell PANTRY :II BAR II ` II --- ----- — -- _ • OVERRAN NEW CASED OPENINGTOREPLACE ..I ' + EXISTING FRENCH DOORS 1 5 OFFICE 1 j- O f BED 2 i 1 I' A I' ;I i I _ L— ---------------- �: • \ 'COVERED PORCH / _ALINE OF CEILING m I� .BREAKABOVE (� — -------- 0---------- -- ------ ° -:X., • - - . - EXISTING COLUMN - - - _ _ GENERAL NOTES:. NEW CONSTRUCTION ..1.REVIEW ALL DETAILS$DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION - • 2.ALL DIMENSIONS ARE TO FACE OF FRAMING.' REVISED: - + - v UNLESS OTHERWISE NOTED. ISSUED:'17 NOV.'10 3.MATCH&PATCH ALL EXISTING TO PROPOSED + • CONDITIONSAS REQUIRED PROPOSED FIRST FLOOR PLAN ' - 4.FIELD VERIFY ALL DIMENSIONS. _ a • - _ .. — SCALE:.1/8—V-0" o. .. - PROJECT NUMBER:2010/5 ` 29-6 3/4°i I . 28•-8'i t 6 2.i I 2'-B•i I .,� a w - (EXISTING) (EXISTING).' , (EXISTING). ('(EExlsT.). _ DEF,JSK DRM 4• NORM 0 . (EXISTING) - 1 ■ ■ ADDITIONS&ALTERATIONS WALSH INTERIOR DOOR SSCHEDULE. - RESIDENCE NOTE: DOORS TO BE PRE HUNG w/OIL RUBBED BRONZE BALL BEARING HINGES(MATCH EXISTING FINISH). 4 5/8'PRIMED DOUBLE RABBITED JAMB U.N.O.,NO CASING.SINGLEBOAR UNLESS 11 OTHERWISE NOTED(REV.w/ARCHITECT),FIELD VERIFY ALL DOORSRES. CENTEND LLE, A O , CENTERVILLE,MA 02632 HARDWARE NOTES MNFCTR. FRAME DOOR TYPE PRODUCT# w/TRANSOM TO MATCH EXISTING SIZE PRIVACY LOCKSET-(TO MATCH EXISTING) T.B.D. TCH EXISTING) T.B.D. 1 2'.•8'x 6'-8' HINGED(RH) 4 PANEL(TO MA PASSAGE LOCKSET(TO MATCH EXISTING) 2 2'-4°x 6'-8' T.B.D. HINGED(RH) 4 PANEL(TO MATCH EXISTING) Ts.a PRIVACY LOCKSET:(To MATCH EXISTING) - (2j DUMMY KNOBS(TO MATCH NG) 3 2'-6°x 6'-8' T.B.D. HINGED(LH) 4 PANEL(TO MATCH EXISTING) T.en WITH BALL CATCH _ EXISTI 4 2'-4°x 6'•8'(PR) T.B.D. HINGED 4 PANEL(TO MATCH EXISTING) T.B.D. PRIVACY.0 KSET 0 0 MATCH EXISTING) w/TRANSOM TO MATCH EXISTING T.B.D. HINGED(RH) 4 PANEL(TO MATCH EXISTING) TBD- LE RAIL(SEE INTERIOR ELEVATION) 5 2'-6'x 6'-8' 4 PULLS(70 MATCH EXISTING) PULL TO BE CENTERED ON MIDD 4 PANEL(f0 MATCH EXISTING) T.en PRIVACY LOCKSET(TO MATCH EXISTING) 6 5'-0'x 6`•B'(2 PR) T.B.D. BI•FOLD 4 PANEL(TO MATCH EXISTING) T9.D. - 7 T.B.D. HINGED(RH) NOTE: 2K-13/4'x HINGE DIRECTION IS DETERMINED w/ONE'S BACK TO THE HINGED SIDE OF FRAME RELATIVE TO DIRECTION OF DOOR SWING. (REVIEWwIARCHTTECT) ZINC COATED COPPER 6 - SCUPPER BELOW J. - - 1 x 4 IPE DECKING BLIND ° 9 FASTENED TO P.T. POSTBELOW(TYP.) ' 2x SLEEPERS ON SARNOFILL RUBBER ROOFING R= ASPHALT ROOF SHINGLES t. o TO MATCH EXISTING ——————— —— (2)MULLED VELUX FS T------ ———— M0 6 SKYLIGHTS • I . . a O AN &AYIIA R.MAECTURE •. j .. '. ASSOCWTES ARCHITECTURE ' I I LINE OF ROOF j 78 SCRAGGY NEC(ROAD _ J L ——— BELOW I CATAUMET,MA 02534 1 508564.4656 . , I _ LINE OF FINISHED , I � - www,AavitlrtnaUean.00m MASTER BED WALL BELOW (BED 4) INEW D.H. - WINDOW / WHITE OAK FLOORING I LIGHT MONITOR , TO MATCH EXISTING - ABOVE L _J WOOD TRELLIS. I ——I—— SOAKINGTUB O ABOVE -EQ.. E.D. �m--= B B 11 I H KING 9 WHITE OAK FLOORING _ _g q• • - I - ii TO MATCH EXISTING °u 1 ,0'-81/4' 1• •• _ , N SIZED FOR BOSCH COMPACT CLOSET I STACKABLEWIO ° - 1T-0t I 11FE WHITE OAK STEPS TO MATCH , C I - T-3,1Y -�k=_ 'e ID I I I EXISTING FLOORING A . 0 32 • n 4 a — QUEEN _ , I BUILT-IN DRESSER � _ _ 15 ____ _______ I LINE OF ROOF I Ili r it OVERHANG ABOVE.OYP.) mT1,710d 1I1n7 I I _off= —I---i I • I _ NEW WINDOWTO. - b _off- ale— B$D 3 I MATCH EXISTING I� I LIGHT MONITOR ABOVE I I WHITE OAK FLOORING - 5'' — rL LINE OF CEO-LNG J I TO MATCH EXISTING BREAK ABOVE.(tmJ I i ALIGN w/EXISTING SHED - DORMER END WALL LN. m o — q I ® I . ' GENERALNOTES: r O x NEW CONS RUCTION I 1.REVIEW ALL DETAILS 8 DIMENSIONS WITH �________________ ARCHITECT PRIOR TO CONSTRUCTION —_ 4 _ REVISED: ———————— - 2.ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. ISSUED:17 NOV.10 0 3.MATCH&PATCH ALL EXISTING TO PROPOSED y - - CONDITIONS AS REQUIRED •- `' • PROPOSED SECOND FLOOR PLAN NEW RC SHINGLE / . - 4.FIELD VERIFY ALL DIMENSIONS. ROOFING N SCALE:1/8'=V-0' ZINC COATED COLUMN BELOW OYP.) COPPER SCUPPER(N.IA.) PROJECT NUMBER:2010/5 LINE OF ROOF BELOW RADIAL TRELLIS ABOVE(N.I.C.) _ w DEF,JSK DRM 1 FASTENED P.T BLIND - , NORTk E 2.SLEEPERS ON SARNOFILL A 3.g RUBBER ROOFING(N.I.C.) O' 4' T 1 .2 2V-6 3/4't (EXISTING) - - ADDITIONS&ALTERATIONS WALSH µ RESIDENCE ill PONDVEIW.DRIVE 26'-1 3!4°z CENTERVILLE,MA (12632 (FRAME ABOVE) 1 3W - - 3'-it° 1 3!4° 3 11' 7.7. 4'-f01l4' 7-7' - I • I I I• I I .i t Q rL PER PER PIER PIER GRANITE STEPI PIER PIER - STAIR FOOTING - PROPOSED 8°0 CONC.PIER w/2A•0 BIG - '- FOOT CONC.FOOTINGS ON 6' • - . - ' CRUSHED STONE BELOW - • ' / -- \ ------ \�\---- — PIER - PIER, I h LINE OF DECK ABOVE w PIER a i -------.--- -- I ALIGN I CRAWL 5-g DAVID R.MACLEAN . 1 _ &ASSOCIATES ARCHITECTURE LAUNDRY • I 78 SCRAGGY NECK ROAD CATAUMET•MA 02534 77 508564.4656 -dwidrmactean.c w II U II O II ^ 31 I W „O _ s iJNFINISHED B�§ ML NT v_ I GAMEROOM ——————- ------ ——— ---------- -------- 4 -w NO WORK B I- I a II III -CONCRETE AREAWAY • r• III EXCERCISE ROOM CRAWL SPACE III. - GENERAL NOTES NEW CONSTRUCTION I I 1.REVIEW ALL DETAILS&DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION REVISED: 2.ALL DIMENSIONS ARE TO FACE OF FRAMING iO •' —— ^ UNLESS OTHERWISE NOTED. ————— ISSUED:17 NOV.'10 ---------------- , 3.MATCH&PATCH ALL EXISTING 70 PROPOSED I I r CONDITIONS AS REQUIRED PROPOSED LOWER LEVEL PLAN ----------- 4.FIELD VERIFY ALL DIMENSIONS. - SCALE:118°=1'-0• PROJECT NUMBER 201015 mw 3.3 .. DEF,JSK DRM Aok7, q 0. 4 1 .3 ADDITIONS&ALTERATIONS WALSH RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 s NEW BALCONY POST BELOW BELOW . ASPHALT ROOF SHINGLES TO MATCH EXISTING (2)MULLED VELUX FS M06 SKYLIGHTS - ________ 1 I i � I ' I LINE OF ROOF BELOW - I DAVID R.MACLEAN I • LINE OF FINISHED - &ASSOCIATES ARCHREC WRE - I WALL BELOW P 1 78 SCRAGGY NECK ROAD _ - CATAUMET,MA 02534 • ___� ' I 508S64A656 I www.tlaviUrmaclean.com I I I " B I I I • I I I I " EXISTIN 1 ASPHALT " SHINC LE ROOFING I " .. ______________ ____________—._________—________ I 1 I I I I I 1 VELUX VSE M04 SKYLIGHT MULLED TO VELUX FS 3 1 MOB SKYLIGHT Y " I I 10 - - - i I ` . .�________________ ..GENERAL NOTES: • ,a - - ,. NEW CONSTRUCTION 1.REVIEW ALL DETAILS&DIMENSIONS WITH ARCHITECT PRIOR TO CONSTRUCTION REVISED: NEW RC SHINGLE ROOFING(N.LC) � 2.All DIMENSIONS ARE 70 FACE OF FRAMING STAINLESS STEEL - - UNLESS OTHERWISE NOTED. CABLE(N.I.C.) ISSUED: 17 NOV.'10 03.MATCH&PATCH ALL EXISTING TO PROPOSED NEW RADIAL CONDITIONS AS REOUIRED CANOPY(N.I.C.) - PROPOSED ROOF PLAN LINE OF ROOF BELOW - 4.FIELD VERIFY ALL DIMENSIONS. STANDING SEAM RADIAL CEDAR TRELLIS M-LC.) - COPPER ROOFMlG IN.I.C.) , SCALE:1/8'=1'-0' PROJECT NUMBER:201015 E - - aArm w er DEF,JSK DRM Vol? 0 4, 1 .4 ADDITIONS&ALTERATIONS WALSH RESIDENCE PELLA WINDOW&DOOR SCHEDULE(EXTERIOR) 111 POND VEIW DRIVE ALL NEW WINDOWS&EXTERIOR FRENCH DOORS ARE TO BE MANUFACTURED BY PELLA.THE DISTRIBUTOR OF THESE ' PRODUCTS IS SCOTT CHASE OF THE PELLA WINDOW AND DOOR SHOWROOM OF CENTERVILLE,16M FALMOUTH ROAD CENTERVILLE,MA 02632,(508)989-3606. - CENTERVILLE,MA 02632 ALL GLAZING SHALL BE HEAT-SMART PLUS 1,DOUBLE GLAZED,w/ONE LAVER OF LOW E'SOUARED'COATING AND 112'AIR SPACE FILLED W/ARGON,GAS. REVIEW ALL INTERIOR&EXTERIOR CASING&SILL DETAILS WITH ARCHITECT PRIOR TO INSTALLATION. VELUX VSE M04 SKYLIGHT MFGR. UNIT It O7Y. TYPE UNIT R.O. 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REVISED: e ISSUED:17 NOV.'10 \ _ �1 ST FLOOR GRADE SUBFLOCR PROPOSED ELEVATIONS SCALE:1/8—l' 0' PROJECT NUMBER:2010/5 wnW WM DEF,JSK DRM SOUTH 1 0 4 A 2.1 ADDITIONS&ALTERATIONS WALSH RESIDENCE 111 POND VEIW DRIVE CENTERVILLE,MA 02632 VELUX VSE M04 SKYLIGHT MULLED TO VELUX FS MOB SKYLIGHT EXISTING ASPHALT ROOF SHINGLES " NEWRADIALOOPPER - • CANOPY BEYOND(N.LC.) / - 2 WINDOW JAMB TO BE IN THE SAME NEW RADIAL CEDAR L2)MULLED S EXISTING WINDOW • - TRELLIS BEYOND(N.I.CJ R E..- ELUX FS M06 SKYLIGHT NEW DOUBLE WINDOW MATCH TO MATCH EXISTING STAINLESS STEEL RAILING(N.I.C.) - ' WC SHINGLES(5'm T.W.) O O NEW BALCONY TO MATCH HII 11111111,11 1 BEYOND EXISTING(N.I.C.) - + - . NEW RADIAL BALCONY , 4 BEYOND(N.I.C.) 2NDHII FLOOR ♦ - ZINC COATED COPPER _ SCUPPER(N.I.C.) EXISTING DROPPED BEAM .. 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EXISTING FRAMING LINE OF FINISHED • - a - 12'GWB/SC,PTD. - + 11 1 12' • CEILING BEYOND C.R.LAURENCE CO.,MC.2-x 2' WAINSCOTING 12'G am'�D' 3B'POPLAR,PTD. > 7 EXISTING DOUBLE i 7� ■ SOUARE WALL MOUNT CLAMP, BEYOND—�_ EXISTING FRAMING f TOP PLATE EXISTING EVE ���-"/l�� 14.1NA�a1s��!-�� CAT NO.SCU4CH(CHROME) - -am-POPS EXISTING HEADER 8 ASSOCIATES ARCHITECTURE 3/8'POPLAR,PTD. PTD.BEYOND - 1 12'DUROCKGWB . ¢ - " 78 SCRAGGY NECK ROAD + • - CATAUMET,MA 02534 ALIGN w/TOP OF DOOR CASING/ ALIGN EXISTING TRIM 508.5644656 BATH VANITY LIGHT VALANCE HEAD CH EXI TO — MATCH EXISLING www.davidmlaClean.eOm LINE OF DROPED 7 I BEAM BEYOND - v �•a LIGN 2 4 LINE OF FINISH ED 1 x POPLAR TRIM,PTD. 3B'BULL NOSE TILE T .D. GWB WALL BEYOND - - ON THIN-SET (TO MATCH EXISTING) 1 1!I 5 15/16' 1 12' EXISTING PELLA 12'DUROCKGWB AWNING WNDOW 2 4 + 3/4' TRIM TRIM 314' 3/8-TILE T.B.D.ON TH SET 8 15l16' - STUD WALL -2 x 4 STUD WALL • I PLAN DETAIL STAIR BASE POST&LANDING 1 SECTION DETAIL BATH VANITY LIGHT VALANCE SCALE:1 12'=1'-(r SCALE:3I=1'-Y - 12'GWB/SC,PTD. + , I . z.ITEQAK I. • I STEP BELOW 2 x 4 STUD WALL 7 9 SECTION DETAIL SHOWER BASE R BA PLAN DETAIL STAIR BASE WALL OPENING CONDITION I / 12 PLYWOOD BLOCKING SCALE:3'=1'-0" SCALE:1 12'=1•-0' - I I 1/4'MIRROR LINE OF FINISHED 3/8'TEMPERED GLASS FROST D ^ '• _ WALL BEYOND (REVIEW SHOP DRAWNGSw CH.) - 1 - I rALKCOCIONCEALED CUSTOM _ I LINE OF BEAM I . LENGTH INCANDESCENT SOFFITABOVE--,\I r : STRIP I 1 CASING TO MATCH EXIST,PTD.; C.R.LAURENCE CO.,INC.2'x - I FIBERGLASS ALIGN W BATHROOM DOOR SQUARE WALL MOUNT CLAM 1/2COLUMN T.B.D. HEAD CASING - (BASE CUTOFF AT LINE OF BASEBOARD AT NO.SCU4CH(CHROME) EXISTING FRAMING STAIR LANDING) _ 5' BEYOND - , ' 12'GWB/SC 12'DUROCK C#Aa8 � ' 1l4' CAP TO MATCH&ALIGN w! CAP TO MATCH&ALIGN d i'-5't R LANDING I - EXISTING HUTCH,PTD. EXISTING HUTCH,PTD. I = I I �fTHRESHOLDT.B.D.' I • ALIGN w/ - .. - ;..•.:.'. .•.:.. (2)NEW 2 x 4 STUDS > BASEBOARD REVISED: 3W TILE T.B.D.ON THI SEf ' t '1 Ix POPLAR 1/2'GW9/SC 2 BASEBOARD, 4 2 4' 2 4 2 4 0�1 ISSUED: 17NOV.110 PTD.- 2 x 4 STUDWALL �" .i; v 12'GW8/SC, - _ _ _ SLOPE TO DRAIN .--..>..—,.,.., •.-..::. : •.. .:..-:<..c. - DETAILS . 3/8'POPLAR,PTD. �i 3I8'TILE T.B.D. 2 d 1/2'POPLAR MILLED - ON THINSEf 3/4' - 1 8' SHOWN,PTD. SCALE:AS NOTED S.n''.•;.;`Z:>Y•>.-•j'•.�_. `-p:.:..::.�:,,� I 3/4' 3/e'POPLAR w/MITRED `��'} +{a`;_{'' `•: .2ty:: "_:�'E.[ CORNERS PTD. PROJECT NUMBER:2010/5 �>s =.a 114'FROSTED PLEXIGLASS an ne r 31d' EXISTING TRIPLE POST 1/d'MIRROR 1 12' POST- I' DEF,JSK DRM WAIN SCOTING 1 12'0 WHITE OAK 1 12'G WHITE OAK 1 1? 515(16't' 1!/7 BASE BEYOND HANDRAIL HANDRAIL A (MITRECORNER) I7RIM TRIMI H 12'UNDERLAYMENT WASTU LLEXISTING 3/4'SUBFLOOR - 8 15AW. 4.2 3)2 x 10 RAFTERS,SISTER(2) - - , ADDITIONS 8 ALTERATIONS RAFTERS TO EXISTING - 1 314°x 14.LVL BRACKET FASTENED - WH1J 171[ 1 W 1/2"01l 6'LAG BOLTS 8 GLUED - - - • 3 x LVL(CUT FIT), EXISTING OVERBUILD w/CONSTRUCTION ADHESIVE HUNG O ALIGN NEW LVL TO SUPPORT HUNG ON(3)2x 10 BEYOND RESS IDENCE EXISTING RAFTERS r ' 31/2'x 14'LVL _ HANGER 111 POND VEIW DRIVE (CUT TO FIT) (3(METALRAFTERSSTRAP CENTERVILLE,MA 02632 > (METAL STRAP AT EXISTING WINDOW MITRED RIDGE) BEYOND ! r \ HANGER -2 x 8 COLLAR TIE- ° 2 A 6 BRACE 2 x 8 COLLAR TIE s _ EXISTING OVERBUILD ROOF SECTION DETAIL 3 1/2'(CUT O FIT)LVL RAFTER HANGER z (CUT TO FIT) ROOF SECTION DETAIL EXISTING WINDOW 4 SCALE:1/4'=1'-0' BEYOND EXISTING 2 x 10 RAFTERS 2x4 .. - LINE OFICEILING DAVID R.MACI EAN i� EXISTING COLLAR TIE/ ��� � MAC LEAN (3)2x10 CEILING JOIST �\ ��� - EXISTING FRAM B ASSOCLATES ARCHITECTURE i 1!2'GWBlSC OVER EXISTING FRAMING BEYOND(TYP.)J ���\ \\ ... ... ....... -_'..... -_- 78 SCRAGGY NECK ROAD �\ ,...._...........__.........._......._..___:... .._...._.._. CATAUMET.MA 02534 � � 1 x 3 STRAPPING + 2 x 8 BLOCKING FOR TRELLIS ' NEW CEILING JOIST,REV.yA ARCH. .. E............... .................:...E.........._.._....._........._ ....._....... 508.5fx4Afi56 (MASTER BEDROOM ONLY) ,, �\: F -...:`.............___.__.`_._............._..'..............._...._..._ _...... 31/2'x 14°LVL + Www.dwidrmacleal :._................._._-,-_-.. ...........................:..........._-_......... (CUT 70 FTC 4 x 4 POST TO SILL • .--_...............__<_._.....:..............i....._....._____.._[..........._ ...._.... JOIST HANGER(TP.) BELOW(IYP.) = ROOF SECTION DETAIL Q SHED DORMER ... .. ---------- ------------- - r - SCALE:1/4'=1'-0' ... - .. - .. -- ............... 3)2x 10 RAFTERS.SISTER(2) ...... - .... .. .. __...... .. - - RAFTERS 70 EXISTING STRUCTURAL GENERAL NOTES: {3)zx 6 BEioW 1} r 4 A. Gal i. svuclurel aenwihpa all be ae a- muncron.,In arch lecwrel,neonatal eel,me er.al mm.i:ys. � 3 ... ...:... � .. _ 2 The gweming bwldinB wtlefpr the denB^md cpnstruct an la the Messadxatlls St9e Bpldrg Cotle(fiat f:dfim) - B. Sal Collticions and Structural Fill A5.1 .. ........................ 3. All fot nga shell be tamed io the depths lboen and deeper,d regwmd,and shall rat m vdetutel sdl mampaxetlebla.Nd fill hmrn0 a seta bearing Pressured 3000l All subsurface preparal on shall ba cpmpdetl in acvd9'IcewiN ye gedediieel repel - - __ issued by HML Assoc ales dalei nsol ay 23,Z[Is 4. No foal nB shall be placed an frozen Boll m n stshd rlseala. - _ ___ 10(BOX INTO 5. 6lretural Ill shall be sold graded hank wl,screened or ewhed gr�rd,and eldl bees tin/2madmun tills mdctxnavlallp -- -- - x 959kdme%Imuin dry eeraiN a9 dNermlrRe try ASTMD/55]®de3nlEclin Ve¢ilainrzlr¢vL - ........ ......... ...._.... .. - EXISTING ) 5 Prw de slreturel fill compacted 1p lalofmaximum dry denairy as delerminetl byASRA D159ly�all sleC mgtaflal'alop ......... .... ... ...... FRAMING Bol M1a9 been remwad'n eccardenca Wlh lls gaashic�nyvt 51 � .................................. �� I I C. Concrete ]. All cpncrele shall dlanemrumum campyBasIw Vm•Ahd3f100pa Bd2adsys. 9. All reinfcn,mgelal all bedef-d-confvnurglo ASIMA515G 81 - - - - 2 , e. The rpvoeina minimum-shallbe pnantladfixeerdvmnet REPLACE EXISTING HEADER w/ cmcrete aBaialxe@a1M1 3• 312'x 91/4•LVL(CUT TO FIT) _._......._... ........._: .._ 5 .2. , Formed concrete expoaedloasa0-.te tl5prean- 1W ill 2' 2E Concrda an; exp...o to eatnve ner slabs Preens W beams and talons 1 X' ...10 Allconcrete cork and ddArng shell comply Wtb the latest e{mfic9ioa andrannrrlertldive olds Ad. - 2 ' 11 All cardi...mminforcimg pine ShNI be lapped 35 her aemdere W spl cm m M m vise dtaetsam TH rele 5.1 _ - ..rain-bars at non-epdnupu0 em6 eiyre�ebdl,mA9. - - - 12. Grew fe-B Plala shell benon-all.non-shrink grpd cpdorm rg loASiM C11p]ap shall aria-min-co, assive • - ........... -- - ------------- --- .hBng1hd50Waa12eaary -,-- .':o :: .. D. Sncalml Steel ~ - 19 All. turd steel waM shall conform la the spec f talon far the tlee gn,feb-on,avl onsca da4lchad atep f-la ge doe � - All _ .. ... .. - ......... (3)2 x 10- .le mints n�uvm ftleNY" GENERAL NOTES: ................._.__ ............ 14. All edtlsta anon hall-a to the code rpm a rlg rlg 15. Steel mMend9 shall cvdertn tp ltefoes Slnlclurel TM A3 ASTM ARP does - adt0 ASTM A925N O... -� Anchor Ruda ASTM Fly Gnae 36rvcmre 1. REVIEW ALL FRAMING OETAILSB DIMENSIONS w! - ... ...... ... .. - .... -sllT,,cg ASTMAMDGaadaB � ' - ARCHITECT PRIOR TO CONSTRUCTION. ...:..- .... ,,II Nld ASTM 559 _ ... ......... ...... 3I ...... ... -_ ...... (3)2%6 BELOW - Walem ASTM F435 2. HANGALLFLUSH FRAMED JOISTS ON JOIST 3 (r,p 'I 15. All shop-na.lmne sM1all be ballea Pr edb.d All Veltl cmnetian9 ehdl be ba-sta ut-fi m a ea rid adedesim Rm,dna. HANGERS(TYP), 5-i - - - E. Woad .._...- ............ .. ... � _ _ ........._. ................... 17.AAll(al membem andl beve the prepenla dsPrucaFine-Fir42 ar beller(F6975ai.e=1,400.0m pal)eaced lhdepglPala 3.ALL DIMENSIONS ARE FROM FACEOF FLAMING - - aholl hwe the praeeniee d spruce-Pine-Fr 41 or baxa(Fco G ca.E=1.300,®ai) + ...................__-......_...................................... .... ... ....._................................ ................. ............ UNLESS OTHERWISE NOTED M?.) - ;..........._...........__.__.............._.._._...............- ... ....._... ... 18. All enginseredlmnbarahall hoveemspipperiles of T-Jptal(pr epuaq maehell mirelalmmecevmreaw,rave ma.iacll.era (3)2x 10 RAFTERS.SISTER(2) REVISED: apeci9catiore-a1-anamas � q - ' .... ...... ..._..............._.._............. _ __.._.............. EXISTING 4.DOUBLE ALL FLOOR JOISTS PARTITIONS WHICH :...................... ..... :...._....-....-........ ... . .-...... .._- 1s. Any chengeamma eneineereaCamber anoen on the eeaign maeinBs shall be meainra®er�da.+r�.nn�pppi�e C� . owo galore for revive by tma office.Find shop eraeinga enrol ba ewvn4lee enhme�e�l daelrtdvg jr�reasleeamlb RUN PARALLEL TO FRAMING(IYP.) A5.1 ' P ISSUED:17 NOV.'10 ' RAFTERS TO Cammomaeellh af Mmead.eeta. - 21 All Bush framin hall use&,Penn me fimba ................................................... ....................../.........�ga ramns-slD S.ALL DECK FRAMING TO BE PRESSURE TREATED(IYP.) -- 1, 22. All eteinless ell b.2 Balvenizetl Zile(or all cm.i tiros expaalto ttc weelha. \� 6.ALL FLOOR AREAS TO BE COVERED W 9'4'ADVANTECH - %� / ' PROPOSED ROOF FRAMING PLAN 22. All headem andl be 2-2xt0s(fvr 2x4 alua,velle)or9-2x 10s(for 2x6 ead�uals)viesa rldeddM1awiaemVe ba.ings.. , e y�ii'�� �\y ���.?���� F. Pre-Fandrated Trusses t 23. Fre-febncated reef and eoortnuaes andl be aaiBnea end alamaadW aregiauaslf3dasiva Fnf�r�maea+n uc SUBFLOOR,GLUED B SCREWED. G�%yam ��x���o, SCALE:AS NOTED C-an-eallh dMa3sad.aelb. _ r,and _ �,/ +/II Ii 11 1f\\\-'Y 24 1N9aee.This clull be ae9 lha design oie11-bmemberlo--omen h�ca oiea ar�acoreceae .�trmtna ebinvd eaeµayd 7.REFER TO FLOOR PLANS FOR DIMENSIONS. , ��y�(,i rL JF the lnaea.Atlditionel member pertnananl brace size end cpnneclipa rid prviieaOMa,a aM1�nrq 9ha.nmBecoreauLtim 8. FRAMING SUBJECT TO CHANGE WRING CONSTRUCTION - - - q u I 11 e erewinp a-Mae se the rapprvibiliry dine anon auppli-This brectng m,ib eu is malinu�llo,tm pladtr®rgfm PROJECT NUMBER:2010/5 BECAUSE OF UNKNOWN EXISTING CCfJDIT10NSW4K:H !/ u p u e a sari piggy-backs ens idvmeeidelx®�gauetn®.�memlx.s WILL BE REVIEWED ON SITE WITH ARCHITECT WRING w m M 25. Ellmaan HGA10 hurricane lies andl be prm,idea d WI rod lnea to plate wrstveperdrgradeadNa-t ..f dv�s THE DEMOLITION PHASE. DEF,JSK DRM cdcdeliva. - PROVIDE BLOCKING FOR G. Del Loads FUTURE TRELLIS NORJ�� 25. Deign Live Loads Snvv so paf(plus one eh" licape)aad (REV.4WARCH.) 'Q Flom 40 eafyli irge®) 30 of(eleepirga®) w a((decks&marries) PROPOSED ROOF FRAMING PLAN 27. Wine speed 90 mph(21 all 5■ ■1 ADDITIONS&ALTERATIONS ° 28'-1 3/4't „ 5,/4 WALSH 4'-0�< 7'-T 4'-,0„4" 7'-7 4'-0314 RESIDENCE S-9117 3'-91/1 - 111 POND VEIW DRIVE CENTERVILLE,MA 02632. RIDGE I - 5 1/4' y IL POST POST POST POST 1.1 2 x 10 FLOOR JOIST CANTILEVER END OFBEAM -a1'-0'O.C.(UNDER BALCONY) - - - _ 3 1/2'x 11 1/4'LVL, 5 LINE OF BALCONY ABOVE 2 x 4 PARAPET WALL 31/7 x 11 1/4'LVL FLUSH FRAME A4.1 CANTILEVER END OF BEAM r 5., BEAMBELOW - / O HANG HANGER FI2 o — / Z4 e CANTILEVER END OF BEAM CANTILEVER END OF BEAM v —IsOS�-— x' —_ __ _ RAFTER HANGER ITYP.) / . LINE OF HIP RAF7ERABOVE Q / N q , / 2 x 0 CEILING JOIST - 3 r s - 1/2'x 11 i/4'LVL @1'-4'O.C. HIP RAFTER / (3)2 x 8(FLUSH FRAME) R=5'-Urt 2 x 10 RAFTER / .JOIST HANGER(T'P.) �. - 01--4.O.C. - / P.T.4 x 4 POST BELOW(TYP.) ' P.T.4 x 4 POST BELOW(TYP.) ' (2)2.6 (2)2 x 11) ' 1 a 31l2'x 11 1/4'LVL, FLUSH FRAME --______ LIGHTWELL - ,--------------- DAYID R.hIA('LEAN OBASSOCIATES ARCHITECTURE 78 SCRAGGY NECK ROAD M CATAUMET, A 02534 . - - 508.564.4655 . wxM1v.tlavidnnactean.00m - �, PROPOSED REAR COVERED PORCH ROOF FRAMING PLAN , 4 3/4' - - - 28'-2 3/4•t NOTE: P.T.DECK FRAMING FACE OF FRAME _ r _ IS1/2'PROUD OF FACE OF4x4 POST (REV.w/ARCH) . _ 1 ,❑ ' A4A CONC.PIER BELOW(fYP.) .. e .J IS H G .) r, ., P.T.4 x 4 POST BELOW - q T.2 x 3 FL DOF JOI IT (3)P.T.2 x 8 PERIMETER BEAM * (3)P.T.2 x 8 R=6'-8't TO HANGER rL OF BEAM HANGER LINE OF EXISTING FRAMINGQYP.) t0 aO �, - • P.T.2x8LEDGER W - JOIST HANGER OW.) '_. :._:-:.".:. rt OF BEAM TDBEOVER rt 1/2'0 S.S.THRIIAOLT OF4x4 POST STAGGERED @1'-4'O.C. 4 x 4 POST IN EXISTING 2 x 10 FLOOR JOIST COLUMN BELOW Q 1'-0'O.C. REVISED: (REV.EXISTING CONDITION wI ARCH ITECT PRIOR TO CONSTRUCTION) 31/2'x 91/4'LAMINATED r - ISSUED: 17NOV.'10 BEAM,FLUSH FRAME ' PROPOSED FRAMING PLANS SCALE:118•=l'-0• PROJECT NUMBER:201015 PROPOSED SECOND FLOOR BALCONY FRAMING PLAN PROPOSED REAR COVERED PORCH DECK FRAMING PLAN DEF,J S K DRM I A10,? A 5.2 ���.o�ad� /9.� . EL,3Lf.41 , '•�•�: a °• o' f DARK BROWN SANA, G • A LOAM 1 O Y R 3/3 ', O LOAM C tl� `:•eIr VECISH 6FLN LOA10Y YEI_ISM BRN LOAMY � '• 'O r 3b" 8AN0 10YR S/8 �A, a SAND 10YR /S/$ a w•l• •b • 50 /r R� • .pe N� a ,YEL'1SH.pRN Mt.D.Sk.ND C YEI:ISH lbRN•MSD.SAND » •. a ,, tlJ Fs� "Bra •• PO 7Oa 1 50MV-FINES IOYRL)^/y sommr-was IOYRS'/5/ • •: ' ; LONG a2 ST1iON&ZRN COAR::aM CL-A58 1 MA'TSRtAL � ° 07J L O 26.2 , SAND 7.5 YR S//o 131 >, phi = •• ��j CLASS 1 MATI`RIhI_ DA-r % P-11951 • ' • �:•, C>AT'E: 9/1910'7 -tl } ••• ` ,t�:l. • ! _/r •.M� ^'i NO GR0%JNDWATSFk \j@P1`I I; 38 : • 1 LESS—rHAN 2 M%N/INCN •• tl •D :'•• . _ gy • _T0%4t4 o'OEA E.1 T. �• '� a e�i�' 1, •51d1.d_tVAN ENGINta.CRING tNG• + ' e o WITN'IL$S; D,MIORANDI,T.G.t3. y•e+. •i , LOCUS PLAN \ \ Pump Power&Float Control \ Cables Installed inAccordance ChambePump Scale 1 = 2000' / \ \ \\ \ Edge of Pond With Local Bldg.&Elec.Codes ! Assessors Map 229 0?s ^'°'�� \ \ \ !�" Parcel 026 Groundwater Overlay 1/2rr0 Golv.PipeFor,i 2"0 SCh.40 PVC to D StrlCt AP/ - Float Support�I,► \ a 4°0•Sch.40 PVC From SepticTank 4/ r 24"0 Opening Above 8-2 For M.v H.Frame& .o Cover °vil �\ \ 1� NOTES 4j / / o PLAN I. Wafer Supply For This Lot is Municipal Water, Q• 0 \ 2.Location of Utilities Shown on This Plan Are Approx. At Least 72 Hours Prior to Any Excavation For This 36 —-� ` .�•Q-tI Project The Contractor Shall Make The Required Notification to DIG SAFE-1-888-344-79233L 3.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction (] \ IN, / !� %X%5T1NG Sr+-P r1C 1-EACN PITS C2) 'To, Defined byThls Plan. o y PUMG6D 4 FILI„•Ep W1'rl4 CLEAN 40 Sch.40 PVC Finished t 4.Install Risers as Required to Within 6"of Finished \ \ �GG,2 O N NIATEt+\A>r From SepticTank Grade Grade. 2 \ 1`����p- o „ ,,,,. •_ -,r._: 5.All Structures Buried More Than Three(3')Feet or \ \ Go �°j�Qr N :r• ,�• Subject to VehicularTrofficistobeH-20Loading. 2+.... r:s Min. \ `' Y GGIV. Cover. X. \ Gj .� 6.Septic System to be Installed inAccordatxe With y w $ Conduit Thru Chamber Chain �' �`r- \ 4- m - For Power&Float 310 CMR 15.00 Latest Revision And The Town of �' s Q Emergency Storage Cables .� Barnstable Board of Health Regulations. `r- NO 9\��\\ i Volume 440gal. ' ' 2 0 Sch.40 PVC Alarm on 29.77 In to 0-Box 7. All Piping tobe Sch.40 PVC. „ a ^� � S.Depth of Inlet Tee Below Flow Line: 10 Min. X. l d a W Pum on 29.27 Mercury Float Weep Hole-I/8 0 ? \ p P Depth of Outlet Tee Below Flow Line*14"Min. �+ �\ 0 a o ` 3k Switchs 3Req'd With Gas Baffle. Pumpoff 28.27 Check Valve 9.Wherever Sewer Lines Must Cross Water Supply Lines, Secure Pipe at Top& Gate Valve Both Pipes Shall be Constructed of Class 150 Pressure 4V G<'o� o / Bottom of Chamber s �r P?.a 91 Shall Qress toAssulle Wate►tight SS. v su eVte Bottom Elev: 2'.IS • s i,_Wnshett - 1 . 2 Q 0 'rj. `�`r l _ ,T lc P � slk o SECTION k a Jr 9 \�I/k2 DESIGN DATA (IOOOGALLON) Approved Equal. Single FGmil 4 Bedroom No\ PUMP CHAMBER DETAIL g y" DailyFowe Grinder Not to Scale llOx4 =440 gpd 0 \ 56 Septic Tank*440 gpd x 200%=880gpd ,p Use a 1500 Gallon Septic Tank.A LEACHING AREA 0 Sidewalk 2 x 96.665 193 s.fQuired \I �� 0 Bottom Area,12.83`x35.5`=455 000 648 sf.Total Provided. TOPOGRAPHIC. INFORMATION TAKEN ?'�- DRIVE LEACHING CHAMBER DESIGN Vent Al I Pipes to be Schedule 40 PVC.Use 4 Connect toExlst.Hous A� YENT VIEW - Sewersl2 Locotions) F.G.35.5 Was ed Stone Field Leaching Shown.ri Ina Top El.34.20 ; 31.75 Gall 33.40 w Bot.E1.31.20 1500 Gallon IPOu 0 10 on p 30 Se , i 2 tcT/ 000 p ank Chomber 5 Bedding as lake Level E1.26.2 Per Title 5 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 1 z.e3' / Not to Scale i I PLAN„VIEW tl{of�St, Sc_ale•I 30 PETER 44 G� SULLIVAN O O rn � CIVIL Fwsh No.29733 Grade o z Filter L _. O FGiMT�a G��� `m�r Fabrle Compacted Fill- \ a. N -` e) O ' ve-v e + w) tJ Pea Stone L.aohlay SITE PLAN Chamber 3,4•-11,2 Dowel' PROPOSED SEPTIC UPGRADE Washed �- I� H-20 I JUDITH NOLAN----- � c -2o)N T SCALE s III POND VIEW DRIVE • SECTION OF CHAMBER CENTERVILLE , MASS. PARTIAL PLAN SCALE AS SHOWN DATE :OCTOBER 1 ,2007 Not to Scale _ SULLIVAN ENGINEERING INC. �' OSTERVILLE , MASS. • ILI... 36. 16 O' `f i-1.- 2 EL.3M.41 .+O . :�•� .� •:4 0 •.••r DARK BROWN SANDY p LRAM 1 O Y R'5/3 ;, O LOAM • e •~�.•.o'��.• . ) ..e e VELISH BRN LOAMY YMCISN BRN LOAMY � SANC 10YR 5•/8 , SAND 1OYR /5�$ �•',. �^3p'� ' 4t• •••".Av 1 3[. 3tO o«. ••o. WF 'r WEL'tGWORH t AtMs.SA'40 Vat is" 06tt4•Map.24kt4C e. r SY Sf� "eM• ;`•:':•• . p ND „ C SOMLf 1► 65 %0YR5'/,Y •� r � 7O SOME.F"tNES I OYR S/y • L0N6 g.2 C2 ' 5TRANCs B12N COARSr_ t-61 ' •CL-ASS t Cs• MATSRIAL. • '� ?6 01L 000S L. +• 2 , SAND 7.S YR 5/6 RouNowwrim lEi)l 81i1 t' op.0 i ��..•. . .�1% E�ev• 120 Is"ea No. P-119ts1 CLASS I LnA-r£RIAu pA,-rr.: CI/Iq.(O� r •' , .: ,•, i NO CrR0Ut4VWA-TE.tR bEPTNt 36" • •• ••• 1¢ ��„� 'LIMSS--rHAN 2. MkN/IlVG4i r . • M' I $Y;Sauty VVEA %.t:'S'. •; sviei' . W1TMILSS U.Mt RA4401,T.O.B. • g o.. " o LOCUS PLAN \ Pump Power&Float Control I-, IN \ Cables Installed in Accordance ChamberP`tl'tp Scale; 1 = 2000 / \ \ With Local Bldg.B Elec.Coders \ \ Edge of Pond Assessors Map 229 / / �, 0•48 ,� • \\ \\ \ Parcel 026 M\ I/2��Q1 Galv.PiPpeFor Groundwater Overlay / ��� 2"0 Sch 40 PVC to District:AP b Float Support�i D-Box - �..�� ` � � �,✓ _ \ \p° � From Septc Ta^k `\ i/� —.�• i ti� 24"0 Opening Above 8-2 For M.H.Froiae81 / w Q Cover lb / #o �{ NOTES 32 / 4,00 PLAN 1. Water Supply For This Lot is Municipal Water. 3k/ 2.Location of Utilities Shown on This Plan Are Approx. ,�. e• At Least 72 Hours Prior to Any Excavation For This Project The Contractor Shall Make The 3 Re uired Notification to DIG SAFE-1-888-344-7�233L &The Contractor is Required to Secure Appropriate No-rim, Permits From Town Agencies For Construction Q Fi axtST1NG $aPr•c LEAGN PITSct) To Defined byThis Plan. k \ \ / �O Jy p PUMP%0..i ML.L.V.P Wt'r%4 CLEAN if o 1vtAz>~RtAL 4 0 Sch.40 PVC Finished 4lnstali Risers as Required to Within 6"of Finished \ \ / N From Septic Tank Grade Grade. y 1 .co- o ui.c y- u•_. &All Structures Buried More Than Three(3)Feet or Go ��1� N ;• "..� :k >:,,$ 2'Min, Subject toVehicuktr Traffic istobeH-20Loading. t \ 'Q'' cc ;' Cover. 6.Septic System to.be Installed InAccordaRce With �- \ y i a O ConduitThru Chamber Ghovin \ \ Q >o For Power aFloat 310 CMR 15.00 Latest Revision And The Town of Emergency Storage �. Cables , �� Barnstable Board of Health Regulations, Volume 440 gat 2 0 Sch.40 PVC y \ U ri Alarm on 29.77 to D-Box 7 All Piping lobe Sch.40 PVC. At p, �. S.Depth of Inlet Tee Below Flow Linea I0"Min. �a - Wee H®le 1/8 0 �,►, ? �� d. o Pump on 29.27 Mercury Float P Depth of Outlet Tee Below Flow Line*•l4"Min. d' y . Switchs 3 Req d \ '` a -1 34 With Gas Baffle. Pumpoff 28.27 Check Valve 9 Wherever Sewer Lines Must Cross Water Supply Lines, OQ y�oQ p �� Secure Pipe at Top a Gate Valve Both Pi es Shall be Constructed of Class 150 Pressure pp �,� GJt'o o ` Bottom lev.27.65 a Bottom of Chomber 6"Washed PipeBaShall Pressure Tested toAsarure Wotestight.nass. �. p j Q� 0 3� ` p 1 _ A s �_ :o. J—Stone Min. l� `ae P;;`, s �a.yo® \ S No�9 SECTION I/2HPPump,Myersor DESIGN DATA f / � rQ (1000 GALLON) �4,�``-y6 ® PUMP CHAMBER DETAIL Approved Equal. 8ingle Famiy-4 Bedroom ate t 5 No Garbage Grinder Not to Scale Daily Flows 110 x 4=440 gpd �.�' ! 6 Septic Tank:440 gpd x 200%= � Use(11500,Gallon Septic Tank. LEACHING AREA 440 gpd/0.74=595:s.f.Required Sidowa l ottomA Area;12 'x 6 -432 s.ff. lip 0� 6 24 sf.Total Provided. 1 �A roppGRAPt+Ic INFORMA-stoN TA.KSW Jd DR�V�' LEACHING CHAMBER DESIGN F-tz CW All Pipes to be Schedule 40 PVC.Up 4 +A Connect to Exist.House Vent -500 Galion Leaching-Chambers Ina !Ew Sewers(2 Locations) F.G.35.5 12'x 36' Washed Stone Field as Shown. V Top El.34.20 • 31.7 OOO Galion 3.40 Sot.El.31.20 ' 1500 Gallon �ump O�Q SepticTank Chamber 0 5' P Bedding as Lake Level El.26.2 PerTitie 5 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Not to Scale PLAN VIEW Scale-1 =30' I I SITE PLAN jrut& PROPOSED SEPTIC UPGRADE DRAFT Li R A 1`9 JUDITH NOLAN � III POND VIEW DRIVE CENTERVILLE , MASS. SCALE: AS SHOWN DATE:OCTOB ER 1 ,2007 SULLIVAN ENGINEERING INC. OSTERVILLE , MASS.