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0088 TOWER HILL ROAD
i , . .. . _ � . � _ Fi•cel Detail Page 1 of 5 CF THE O y `BAN Ke 7�57AOLE. MASS � 2�1%/UJGGli � e� Logged In As: Pa I'C2I Detd I I Thursday, January 26 2017 Parcel Lookup Parcel Info Parcel iD 1141-031 I Developer Lot UNNUM LOT I Location 188 TOWER HILL ROAD I Pri Frontage 1110 I Sec Road I— I Sec Frontage Village 10sterville —�� Fire District C-O-MM Town sewer exists at this address INo I Road Index 11729 �I Asbuilt Septic Scan: Rug D=�-- Interactive Map1410311 Owner Info Owner ICROW,J owne OHN R&PAP r JIMMYKID REALTY TRI� Streets 188 TOWER HILL ROAD 1 street2 City IOSTERVILLE � State IMA zip 102655 Country I Land Info Acres 0.26 use ISingle Fam MDL-01 Zoning IRC �I Nghbd 10109 iI Topography ILevel I Road Paved Utilities ISeptic,Gas,Public Waters Location I ___�I Construction Info Building 1 of 1 Year 1942—�� Roof Gable/Hip I Ext Wood Shingle Built Struct Wall 5- Living 1595 Roof Asph/F GIs/Cm AC Central i s F� Area Cover Type 2 1 14fu OAS Style Ranch wall Drywall Rooms nt Bed 2 Bedrooms I 1 OAs 1 _ 14 8 23 Model Residential Floor Hardwood Rooms 2 Full-0 Half Grade jAverage �I Heat Hot Water I Total15 Rooms BMT Type Rooms Heat Found- Stories 1 Story Fuel Oil ation Mixed - Gross 27588 Area Permit History Issue Date Purpose Permit# Amount Insp Date Comments 5/14/2012 Shed 201202765 11/20/2013 1OX14 SHED 12:00:00 AM http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8986 1/26/2017 Parcel Detail Page 2 0,�-5 1/5/2012 Generator 201200058 11/20/2013 GENERATOR 12:00:00 AM 1/23/2001 EXTEND 6/7/2000 Addition 46588 $80,000 KI/BDRM- 12:00:00 AM REMOD BTH Visit History Date Who Purpose 11/4/2015 12:00:00 AM Anne Leonelli In Office Review 12/4/2013 12:00:00 AM Mike White Bldg Permit Completed 5/11/2007 12:00:00 AM Paul Talbot Cyclical Inspection 1/23/2001 12:00:00 AM Martin Flynn Bldg Permit Completed 11/22/2000 12:00:00 AM John Greene Cycl Insp Comp 12/29/1998 12-.00.-00 AM Donna Dacey Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 11/14/2016 CROW, JOHN R & PAPENFUSS, DAVID TRS 30082/254 $100 2 9/10/1999 CROW, JOHN 12532/91 $250,000 3 3/15/1986 CANZANO, ROBERT A 4960/270 $140,000 4 3/13/1986 COREY, JOSEPH J ESTATE OF 4960/263 $0 5 12/17/1980 COREY, JOSEPH J 3211/50 1 $0 Assessment History ' Save Building Total Parcel # Year Value XF Value OB Value Land Value Value 1 2017 $107,800 $22,100 $13,900 $243,400 $387,200 2 2016 $107,800 $22,100 $13,900 $244,900 $388,700 3 2015 $118,500 $24,000 $15,600 $235,600 $393,700 4 2014 $116,000 $22,400 $8,100 $235,600 $382,100 5 2013 $116,000 $22,400 $8,400 $235,600 $382,400 6 2012 $116,000 $21,900 $7,400 $235,600 $380,900 7 2011 $138,200 $3,100 $4,500 $235,600 $381,400 8 2010 $138,100 $3,100 $4,800 $240,700 $386,700 9 2009 $136,600 $2,600 $3,900 $243,200 $386,300 10 2008 $161,800 $2,600 $3,900 $275,100 $443,400 12 2007 $151,300 $2,600 $3,900 $275,100 $432,900 13 2006 $146,200 $2,600 $4,100 $248,200 $401,100 14 2005 $128,900 $2,400 $4,300 $227,400 $363,000 15 2004 $104,800 $2,400 $4,400 $179,300 $290,900 16 2003 $91,700 $2,400 $4,600 $114,400 $213,100 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8986 1/26/2017 Parcel Detail Page 3 of 5 17 2002 $91,700 $2,400 $4,600 $114,400 $213,100 18 2001 $71,600 $2,300 $4,600 $114,400 $192,900 19 2000 $59,200 $2,200 $5,000 $47,200 $113,600 20 1999 $60,000 $2,200 $4,000 $47,200 $113,400 21 1998 $64,900 $2,200 $7,600 $47,200 $121,900 22 1997 $68,100 $0 $0 $40,900 $112,200 23 1996 $68,100 $0 $0 $40,900 $112,200 24 1995 $68,100 $0 $0 $40,900 $112,200 25 1994 $64,000 $0 $0 $36,800 $104,500 26 1993 $64,000 $0 $0 $36,800 $104,500 27 1992 $72,800 $0 $0 $40,900 $117,900 28 1991 $79,800 $0 $0 $81,800 $173,200 29 1990 $79,800 $0 $0 $81,800 $173,200 30 1989 $79,800 $0 $0 $81,800 $173,200 31 1988 $58,600 $0 $0 $41,600 $110,200 32 1987 $58,600 $0 $0 $41,600 $110,200 33 1 1986 $58,600 $0 $0 $41,600 $110,200 • Vie: -- http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=8986 1/26/2017 Parcel Detail Page 4 of,-5 /s l , % r i C00 ;; - ty w C r M http://issgl2/intranct/propdata/ParcelDetail.aspx?ID=8986 1/26/2017 Barcel Detail Page 5 of 5 �,y"� (.. •Ii.k.��.C'31ti.: !�'" lip r ...� t F c r Go jq► +r�La.K�:sir . � S,t _ II • • • •• . . • . • / i • i • 1/26/2017 i TOWN OF BARMhABLE BUILDING PERMIT APPLICATION ion # Map •� I Parcel /6_ 3(2 � Health Division ®�� Date Issued Conservation Division ��� ��O v� Applicatio Fee 4® �p ,c,Q� /,o?o Planning Dept. ��� A 5 Permit Fee. �n Date DefinitiApproved by Planning Board ve Plan IC'� ��� a 0 6� ;ra 1.1 • O` Historic - OKH Preservation/Hyannis Q Project Street Address bC4. (o S Village Owner Z-D1) o C ro�-J Address �-a rowQTw �0.4 0 1►R,NA Telephone �6 Permit Request -De f1/� e Y'S �f Square feet: 1 st floor: existingqqLproposed 10 32nd floor: existing gLproposed 1 Total new Zonin District Flood Plain Groundwater Overlay oject Valuatio Construction Type L t Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family-1�❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure 19 Historic House: ❑Yes )XNo On Old King's Highway: ❑Yes U�_No Basement Type: Full ❑-Crawl ❑Walkout ❑Other .-"--,Basement Finished Area (sq.ft.)- 0 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing' c-_ new Half: existing new Number of Bedrooms: existing chew low Total Room Count (not including baths): existing new First Floor Room Count Heat Type aYYes el: El Gas Oil ❑ Electric ❑ Other Central Air: ❑ No Fireplaces: ExistingNew Existing wood/coal stove: ❑Yes ❑ No 9 _ 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 A No If yes, site plan review# Current Use Ec's-a P Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name IUn C V\ 1�"l '<' Telephone Number 0� Address \ License# \m �-7 0 Home Improvement Contractor# Email i0AkS Q-\oA4-?01eyAo C0" ! � Worker's Compensation # ALL CONSTRUCTION D RESULTING FROM THIS PROJE •T WILL B TAKEN TO �\ A U� 3 SIGNATURE DATE .Ali FOR OFFICIAL USE ONLY i APPLICATION # DATE ISSUED IVTAP/ PARCEL NO. Ir{. ADDRESS VILLAGE I OWNER; DATE OF INSPECTION: i FOUNDATION FRAME I INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL f GAS: `` ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ' I. ASSOCIATION PLAN NO. • PARIS o.v 74= `204 S � �� rrn� 4 FF: J' S 0Lo 7 3 7. r=-y 75 c�,kj j 5,7 ,.� 15 PLACE VENDOME 75001 PARIS -T+33 1 43 16 30 30 RESERVATiONSQa RrrZPARIS.COM RITZPARIS.COM RCS PARIS B 572 2 19 913 SIRET 572 2 19 913 00017 1 � i I ��� Town of Barnstable Building Maxsreats Post'This Card So That it is Visible From the Street Approved Plans Must be Retained on Job and.this Card Must be Kept v M"S& bb" Posted Until Final Inspection Has`Been Made. - �: •, Permit Nud Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit NO. B-16-3682 Applicant Name: LONGFELLOW DESIGN BUILD Approvals Date Issued: 01/24/2017 Current Use: Structure Permit Type: Building-Demolition-Accessory Expiration Date: 07/24/2017 Foundation: Location: 88 TOWER HILL ROAD,OSTERVILLE Map/Lot: 141-031 Zoning District: RC Sheathing: Owner on Record: CROW,JOHN Contractor Name: LONGFELLOW DESIGN BUILD Framing: 1 +uS Address: JIMMYKID REALTY TRUST Contractor License,%,176959 2 OSTERVILLE, MA 02655 -, Est. Project Cost: $8,000.00 Chimney: Description: demo existing garage ; g Permit Fee: $50.00 � Insulation: Project Review Req: demo existing garage " Fee Paid: $50.00 Date: ! 1/24/2017 Final: j' Plumbing/Gas Rough Plumbing: _ `Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the work until the completion of the same. '� - --- --- — Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this"permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Rough: 2.Sheathing Inspection - — - - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health W®rk shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A,): Fire Department ' - Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT .� Town of Barnstable Building Post.This Card So That it is.Visible From the Street-.Approved Plans Must be Retained on Job andAhis Card Must be Kept._ MAM Posted Until Final Inspection Has Been Made. Where a Certificate of.Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit Permit NO. B-16-3683 Applicant Name: LONGFELLOW DESIGN BUILD Approvals Date Issued: 01/24/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 07/24/2017 Foundation: Location: 88 TOWER HILL ROAD,OSTERVILLE Map/Lot_ 141-031 Zoning District: RC Sheathing: Owner on Record: CROW,JOHN Contractor Name: LONGFELLOW DESIGN BUILD Framing: 1 Address: JIMMYKID REALTY TRUST Contractor License:\176959 2 OSTERVILLE, MA 02655 Est. Project Cost: $200,000.00 Chimney: Description: rebuild two car attached garage with finish space above including bar, } Permit Fee: $ 1,070.00 bathroom and iving space Insulation: I Fee Paid: S 1,070.00 Project Review Req: rebuild two car attached garage with finish space above - f', Final: Date: 1/24/2017 including bar,bathroom and iving space 1 ^ Plumbing/Gas I Rough Plumbing: I Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after'issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,public inspection for the entire duration of the work until the completion of the same. ° r _ �� i ----�—�---- — � Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this Permit. Service: Minimum of Five Call Inspections Required for All Construction Work:, 1.Foundation or Footing I Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting With-unregistered.contractors do not have access to:the guaranty fund" (as set forth-in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �lJl/ + J � �i �.�� � � _�, F e'1-30-2017 a 1-32 e 33Q . . ok'ME r� Town of Barnstable Regulatory Services > m�i� : Richard V.Scali,Director 11659. ,� Building Division Paul Roma,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE John R. Crow Trustee of the undersigned,JimmyKid Realty Trust,being the owner of property situated at 88 Tower Hill Road, Osterville, MA holding title under a deed recorded with the Barnstable County Registry of ,Deeds in Book 30082,Page 254,being shown on Assessors' Map 141 as Parcel 031,hereby agree,certify,warrant and represent to the Town of Barnstable that the garage attached with finish space above including bar,bathroom _ and living space with no sleeping in that area in the residence located on the same parcel as above-described,which contains living quarters,is not intended for and shall not be used as a permanent,separate apartment for year-round or summer occupancy,for rent in any fashion. The intended and authorized use is for the occasional guests associated with the residential use on the same premises. This separate unit shall not be used for a"Family Apartment" (as defined in Zoning Ordinances)which would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This separate unit shall not be rented as an apartment or as a single room, or in any fashion, which rental would be a violation of the Town of Barnstable's rules,regulations,and zoning ordinances. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with the land'and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this _day of jCV,(j 4fZj 2017 TOWN OF BARNSTABLE ustee John Crow,Trustee Pau Roma. Building Commissioner THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY,SS Date i` �� G -7 Then personally appeared the above-named (owner), _ 6 H � �. ��o w and made oath as to the truth of the foregoing instrument,before me. Nota ;Public MyCommissionE Tres: 't�J'',''' Q word/eccessoryagrcement - Co 9 LL:o BARNSTABLE REGISTRY OF DEEDS = `-'_° = John F. Meade, Register �n. NOj PP�S��J� 11, COMMON PO`.` '('11"IlenuiiA, 55``�,� December 21, 2016 To Whom It May Concern: In accordance with the desires of the Barnstable Health Department concerning the addition to my home at 88 Tower Hill in Osterville, I will be removing the existing garbage disposal in.the home. regar s, John R. Crow 88 Tower Hill Road Osterville, MA 02655 508.737.4869 looney75@comcast.net i I Town of Barnstable Regulatory Services z►n�"u. ` Richard V.Scali,Director Building Division Paul Roma,Building Commissioner 200 Mai 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 p JV (�• 2- y � as Owner of the subject property I, ' act on m hereby authorizes behalf y in an matters relative to work authorized by this budding permit application for. (Address of Job) • d Z 6ss **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final . spections are performed and accepted. Signature of Owner tore of Applicant Print Name Print Name Date Q:FORNMOWNE RPERIMSIONPOOLS - Town of Barnstable `o Regulatory Services Richard V.Sca14 Director / Building Division MAW Paul Roma,Building Commissioner yes¢ 200 Main Sheet, Hyannis,MA 02601 www.town.barnstable.maus Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION DATE: Please Print ' JOB LACATTON: number y ,t "HOMEAWNER": name home phone# work phone# CURRENT MALLING•ADDRESS: citYAn state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. , DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be'considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and dig-he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXX IPTTON The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the-provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption'are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. 9 3�'�I�?q�d'_ • g3IE�II� ��3� � Q � #Q P�S'I a - =.lmSD 7uz4pnmo;-m40dq pvpja=agaj tam MRa;a*m puaa raffi a L 1 :# 9 51 �( . 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MI I) !••'/1 ■.. •- al •• •it 1• ■/ :n a wn. u •• ■7.t / ix■: 1 .1 i1 to r.a r•.r _ ■• ■■ - •••a • u1nB - • Y. ■MI■ /�. n •Lnl Iw n ►r. ■ _ G■■.• I nu •- 7l�x ••[ _I ►ill ■1 a L■.■1 1• w:l.it .• _I. • •.Yn�. •1 r■Ilnx■•' R '�t■nn •• ►il/ . .LIt. 1 I• 1/l■■ i �1 . .wR•Il A . L.x/! .•7 .1 _•lave. �.� ll. ■/•. .- . ■■ • ■ •��y■•:1.n■ •••■ • ,f 1\ n_ta •.1 t1 / _I.►. In •I■l .•I a L .n•It :.•• .I. / •• l -.t •■i�.•]■ t■' O.••a a/■.+.I : /u ..w . L...n- _11■ r.► nnn r give ii,31 a ■gi13:.vgi•. * .■:■ 6 3111 demo 's• 30-3 Ii 1 1 :ate = 9■ • = ti► ' • li LONGFELLOW DESIGN BUILD December 19, 2016 To: Building Department Town of Barnstable/Osterville 200 Main Street Hyannis, MA Re: Crow Residence To whom it may concern, All electricity for the 88 Tower Hill garage has been removed and is ready for demolition. Please feel free to call me with any questions. Sincerely, Jeronimo Marques r Licensed Electrician #14553B 617-501-6537 367 Main Street, Falmouth MA 02540 mark@LongfellowDB.com Phone: (774) 255-1709 1 Fax: (774) 763-2913 www.LongfellowDB.com To whom it may concern, The existing garage at 88 Tower Hill Rd. in Osterville has no plumbing or gas entering the existing structure as of 12/19/16 .The structure will have no plumbing or gas utilities at the time of the demolition.This is Dan Knowlton Plumbing and Heating. Master License 16322. Dan Knowl Iz , R Z�c6 The Commonwealth of Massachusetts Page 2 Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly �� a .u �i�a'-..`rim'6wa•E�a�re.~w^�a'�,..�.,'2� "sszcr::� "_s�.^'i'�q!LES�',�=�%-,...:.,.,�_�.�� .'er�rs.�Lt5aaa1i2+» os�� Name: O Address:: �(� 0" City I �'V1/`�� " \ State , V\i_I�T�TZip: © Phone Work site location(frill address) - •.. `� C �.... r �a4�,3<et"` T tr acu► •�"'-�P'°W-�4���...:. t4� `.as��"�' Company name: Excavation Address: j G city0 3 b Phone 0 �U Insurance Co. A 6 vva,►1 fi �Gr 15 M 5vx&j R- Lp, Policy# lD�A ( b b K9 z I Company name- C�l�-A- ( NIA[ ,° pJ-V\�j Foundation Address: l 114, -1 rb Ci ln1 U�� Phone 1-' 1 Insurance Co. S `� (`Q � tx� . ve olic # V w C i U O(o 0LEE �aatr�'»" G `rtf�7e` r"hs`.t.`^ �^i' • .ti ^+ � Z'�C�-' -'.iT Company name: L O) i 110�,,j Frame Address: City ��1 Yti b�J�� 'T U D, nnY Q Phone 7 Insurance Co. l.�c. Polic # >1 o00 Companyname Insulation Address: C� �(�G Vvrr� ��Wl . / V�7 CJ U 11 l7 Phone 3 3 3 Insurance Co. - Policy# Company name: W 1 t U� +� Drywall Address: Ci1y AAA 0 3-- b Phone �. �a"S�S I O. Insurance Co. P01ic # 0.�A 0 1 2-. 1 Qom an name: LDVI ly U1�. Finish Address: City AA� 0 I D Phone —t?�f J 1 / b`1 Insurance Co. eo -policy# o 0 1I� Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-106114 �onstrucnon Super ,sc. MARK R BOGOSIAN 33 WATERSIDE AV ' FALMOUTH MA 025 lu £ T r—j expiration: Commissioner 10/18/2017 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 176959 Type: Corporation Expiration: 10/18/2017 Tr!! 270307 LONGFELLOW DESIGN BUILD MARK BOGOSIAN 33 WATERSIDE DRIVE FALMOUTH, MA 02540 --- - ---- Update Address and return card.Mark reason for change. Address Renewal Employment _ Lost Card Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ;;HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 176959 Type: : a 10 Park Plaza-Suite 5170 Expiration: 10l18l2017 Corporation Boston.lvlA,W116 LONGFELLOW DESIGN BUILD MARK BOGOSIAN 33 WATERSIDE DRIVE FALMOUTH,MA 02540 Undcrsecretary Not valid without signature f50.60, El O 0 0 0 EXISANG SHED FOUNDA AON DECK EXISANG 4 DWELLING N 133�0 �,d \S uu FOUNDATION PLOT PLAN DCE #15-030 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 88 TOWER HILL ROAD, OSTERVILLE, MA SCALE ' 1" "= 30' DATE 2-24-2017 PREPARED FOR: REFERENCE MAP 131 PARCEL 41 DB 12532 PG 91 JOH W . . ,,j1 gFiJn,, I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE AF?T1c GROUND AS SHOWN HEREON. o . ff 2-45415 — OJALA foa 2 downcope.com 0 N0•2ii,34f7\ own cape endinserind,inc :; `�_z. civil engineers -� c �n is land surveyors Q" �939 Ma/n Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map P rcel C�3 Permit# ���� Health Division P Date Issued Conservation Division fto 0 Fee d 1/�Q. b D Tax Collector%--Ok A 61 a& P SEPTIC SYSTEM MUST BE Treasurer . l INSTALLED IN COMPLIANCE L' WITH TITLE 5 Planning Dept. _ NVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board ZUTOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address w 2-e t `` �I Village Owner Address J6 1 i ►\ 0 Telephone 'J a S,—7`7 3 e Permit Request CI,AU CS�-� X { ' i.',. �S �h ,�., c� 1 S1 F D Dv- i-A�►�►^ .� x ' r Square feet: 1st floor: existing proposed f ��2 d floor: existing r' proposed Total new Estimated Project Cost S Zoning District- Flood Plain Groundwater Overlay Construction Type Lot Size_ D,Q 0j?!L2 !t Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure o Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: &'Full ICrawl ❑Walkout O Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 10 6 C) 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 wood/coal stove: O Yes UNo Detached garage:`existing ❑new size Pool:❑existing ❑new size Barn:❑existing O 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 Lj Proposed Use BUILDER INFORMATION Name ,6AAagen L. �Y) e`I Telephone Number 502 ua l Address !Q (,ljx �Q 4 I G t 1ydDrLicense# 0 L4 9 GYh Jgl�l k Home Improvement Contractor# I f', 162 Worker's Compensation# D 13 ILI ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY ti• PERMIT NO. o DATE ISSUED MAP/PARCEL NO. ADDRESS.---- VILLAGE OWNER DATE OF INSPECTION: �� e FOUNDATION FRAME 2c� INSULATION O FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH e FINAL GAS: ROUGH- FINAL _ FINAL BUILDING r- a m .ter DATE CLOSED OUT : ASSOCIATION PLAN NO. OF IHE,p�4 The Town of Barnstable NWP, �T BARNSfABLE. Department of Health Safety and Environmental Services T MASS. 0 .639• �0 prFD MPya Building Division 367 Main Street,Hyannis,MA 02601 Office: 508=862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection` Location �l � � Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting:, � S b Or 'C E C oy r/ ur'L S Please call: 508 62-4038 for re-inspection. Inspected by Date v d' dD _ The Commonwealth of Massachusetts r--zip_--:- ns - -_- Department of Industrial Accidents OIBce of/n g sestiWe= -fir -__�( 600 Washington Street `E= 1 Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name: Cr wr . location: city p2S�r- V' 1 Il�Q _' phone# ❑ I am a homeowner performing all work myself. + ❑ I am a sole r rietor and have no one workii in ca achy am an employer providing workers' compensation for my employees worlang on this job. .:::::::::::::. .::: ...... addresse laxX C`iI 1` Y Clty'......:. hone#i>::>:':;:";:`.;>:?;:<><::::: <»?::;:::«> oLcv.# ... .. .._ _. surance co:<;::>:::< in ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: ii2iii'iYf}i ;y":;:; s. i4iY:[:ii�2i%isiiiiri::i%:isiji: iii ;:?.f. ?i`a:i: i XX c Comoany na adds ............. ...... ................................. ........................................................ ... X. ::fine:# 2 2 %2 . ' ' f . .` . ' y 'y < ><'>080 olicv insnran .. .. ca anv :>:::>::>:: :>: :::>:::>:::::...:.......... ....... does e:.;:<•: ::>::::;<:>::>: ;:>: ::: C - -- l X. in3nr Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office.of Investigations of the DIA for coverage verification I do hereby ce fy under the pains and penalties of perjury that the information provided above is truo and correct Signature Date /�JAV - - Print name fi.P 9 �. �, 1" o u/tY Phone# l� ��►� - official use only do not write in this area to be completed by city or town of vial city or town: permit/license# ❑Building Department ' ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other_ _ (revised 9/95 P1A) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. I Applicants i Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant.. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 0Mce of lmlestlgatlons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 M CMR Appmdk J Table JS.Llb(eontiaaed) prescriptive Packages for One and Two-Family Residential Buildings Heated with Foul Fueb MAXIMUM MINIMUM . Gla-zing (ilaang Ceiling Wall Now Basement Slab Heating/Cooling Arm'V/.) U-value R-value R-value R values Wan ft&m a a0 ment Package It-value R value 5"1 to 6S00 Heating Degree Days' Q 12Y. 0.40 1 38 13 1 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12%. 030 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V 15010 0.44 38 13 25 N/A N/A 83 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 19% 0.32 38 13 25 N/A N/A Normal Y 130/. 0.42 38 19 25 N/A N/A Normal Z ISO/. 0.42 38 13 19 10 6 90AFUE AA I9*/. 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: %�r 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: Soo 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): �L �D 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303a 780 CMR Appendix J Footnotes to Table J8.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 W of decorative glass may be excluded from a building design with 300 ftZ of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. '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. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b.. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to i the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 pf THE °= The Town of Barnstable 9` HASS Department of Health Safety and Environmental Services E16 o.* Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. �✓ Type of Work: Cm ,tr.l�i SD,a4J:r Estimated Cost o Address of Work: 1;sC ^ H. Owner's Name: n r-A i!J' Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 _ ❑Building not owner-occupied []Owner pulling own,permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit the agent of the owner. PCs 1.,. 11 N14 Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav ' 'n+ '•ill r i•-, '�•7..1,`•• a.s.!•,, ',•.f'� •� ! .r, :. A::'`•. .f- "( J.{'.�7fs��Y:ia�.VL�ri1'�,. ;..�%sr� �"!i Y.;:i. -r•. s= ' r.l .� }� � - ✓1c�e�oasx�eanu�aa�o�✓uaooad(useek' £' BOARD OF BUILDING REGULATIONS License' ONSTRUCTION SUPERVISOR Numbed 049879 nlbdu1957 I_it •jai Tr.no: 25093 k`• Mmkbicted T r t STEVEN L M i PO BOX 334 ''y L'�•w� % ti W BARNSTABLE, MA MM Administrator . - !, `,1,a. ••',• ' A 1• y- - [A��id4QG�l4fE[ HOME IMPROVEMENt tONTRACTOR. Reolstratign 1176tO Tyoe tND7IDUAL { _ - Expildl06 W125100 ' STEVEN L. RELLOR M PERCIVAL DR/PO, gOX'334 r EST/MATED PROJECT COST WORKSME _. Value LIVING SPACE (high end construction , square feet X$115/sq. foot= , C I z a s feet X$96/sq. foot= J (above average construction) • )_(average construction • square feet X$57/sq. foot= , _ .. .. GARAGE aZTINISH D) square feet X$25/sq. foot= PORCH square feet X$20/sq. foot= square feet X$15/sq. foot= ' DECK n I OTHER square.feet X M/sq. foot= - - Total Estimated Project Cost 'I ..-,•T�iiri�n.• .i�inn ....--- - - -- aI� wAJyJ".�- -•.ift �'"_, } y -V +�i,. 3 Y :.i�/ Ai J �.. _ ` +: ,' t. :..•-.,J�. Z�rr' "�y,,� 77a'-•`.-' rt 1 .1� .J � r�� �kt.� 3 � .ae '�• �.a ''].., }�, -; . L �• ' � �, •� ay'�. �'rr fi•! ��,�►,,•�?+,w,•��+v,,.147���• rr• "� r +��.'y+,�`4�,��t�r ._t': r� ""tt`�> tf r. 'l` s '.C � � V t � , �3v.M� �kky a.r! ,-,4 4_r .. .� '.4�"'` ,d�'(•. ',i` ,'_ .y. '''�•S+ ,.r� * ""y.�� 1`# u f t'+t'� 'r. s� r, t•.•._ �` :a-.';,�i'^�.j,��.'`� �i-f`��^+F•,y-`� L�� ,.[} .fir, +Ti ��'[•t +a ik,- _ ..•"' f i 7� 1.".' r.l r` i•3++jl... C's� Y•k. -. ��Sa� „y}.. .,,�p� a�� �� 'G��iL"�,-�'7<. +Q 17,Yy. 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CANZANO & MARCIA M. COREY, TRUSTEES-TOWER HILL REALTY TRUST Plan RES. ZONE.- 'RC" This MORTGAGE INSPECTION Bank lUseoOnly FLOOD ZONE.- "C" THE DISTANCES AND MEASUREMENTS ON THIS PLAN SHOULD BE VERIFIED BY AN INSTRUMENT SURVEY. TOWN: _OST R _ _ REGISTRY OWNER: SEE ABOVE DEED REF: _-960j70_----__ BUYER: DATE: 812� _____ PLAN REF: NO PLAN99______ " _ __.-----SCALE:1 = 30---FT. I HEREBY CERTIFY TO CAPE COD FIVE CENTS YANKEE SURVEY SAVINGS BANK ___________THAT THE BUILDING CONSULTANTS SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS tPa. SHOWN AND THAT ITS POSITION DOES ---- CONFORM 3�. 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE INDUSTRY ROAD TOWN OF BARNSTABLE __________AND THAT :ice g IT DOES-NOT _ LIE WITHIN THE SPECIAL FLOOD HAZARD ARSTONS MILLS, MA. 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED_ 292 "�� - TEL: 428-0055 C unity-Panel 2 0001 0016 D _ � FAX: 420-5553 n�, y_ ___ THIS PLAN NOT MADE FROM AN INST NT SURVEY 27499 CB P R HEW PLS NOT TO BE USED FOR FENCES BUILDING PERMITS ETC. Pe.rc r'�nT 4.n� I Re..a•,o,.w s..•,y � . _ .F I ftavu r:•f.l ,\ it �� - ���' � � .� •. DT sue. I cdA RTGHT ELEVATION MASTER BATH RIGH1 ELEVAI fON ony...n y n c...•n::: nt.cti c..rr.-d ro..a.sa p...IST. o- r—l'— 1. �1- —TT— I c��.o..r• Lt.�k. �•+ -V:4u < W-'axles Inxi fir• 1 Il \ R...IF•a,�N M:e•.. :.��:iA i iM,neT_ _�.. :.a-S•r+,L:we. / � � two '� - ;5-3,• s<n am " � .Vn*'�:.�-•r.nor 5 m. i \ n 11Vo1C Roots eOYB Mn.l n.rt 4ca .. 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I a-�xl•exn.. i ill I a a.,.,..w•q4 •� I •I I _ _._-._ ._._—..._?�_,�. wls._. 'e.oc�fooiileidlAys — i uy61Er I — ...—p--•..- � �I e•<.Ka 4.w.a• Ren..•7 1\tra enrAK O.oR. �c�+•are s a ' �ALLOOIQRUCIpHAO m•fineb�wwd wr0�ildSgmbbb r \ C •y r..rb.rrrmm•JlFhr � dpaed�prbdb •�.�vCAf avnar aa®Lrb•01r�d mM,dlm bm ,�y, nil/6�,.ROeD QRLaT ... VY wP.• 0lntF .,ti . _ _— IbJ wmeb wwtl J,e+or Adel lbo r!•ebm J,e b,p1dr � ;, :. Qd!.1�. r Wbwda imynYTk!�lwdn4.. _ [EwO NAM®an n.+6 X+ lft4 • I ( <.alipf�liiEwWo�j,a4i ��� " i A lRQ99�D 9•V• . I! ... .itlJl�q.'t4►�irp�w•abre�dme reaBt6ie bolatnriaec �� I It 31•u h M�wleYyr•w br�dt9fiq�mA mwl blAdry E�Bbrdr_ t",i i "-'•' I .BULDttr>era O VAPORoraca? Q: :•k,;; n@ttl�'Jap<albllCmMmrJ �dc•d,�Om _ -k;( . I ' _.._. ` � Hatst�orrta6..n.ei•e'r.4be�.tm.efw�,anb A fuJsr..e.8:' ��, n� `->:�;_?,��Jx ,bey � Q aw�uo-.i vvetat++f•u': r t�.t��rc 7•'>+. .. n`<'� ��. .� - :era n''•� ..r .., .a C .. V vwcys,-�es ou.cn^n�•Ts•. Y � .. r ��Y 0 C J „yi�PrW6 TD(�%C,r'rn vp. ,�'__) ..1, �•'.•_'1 I t fc 07 /i/.�i ,ex�¢1ee:ss I' I7 Ian I.T.P.sr \ " J. ' � G•buvr= • �P,I:ECIRICAI�iIyT.AN.;, '�� . aownow.�wt�st,9 4 ual.*4w'1s srtnt�Rcst�c�. T,.� -Commonwealth of:Massachusetts Sheet Metal Permit Map Parcel — Ait Permit:# Farmed Job Cost:$ 0 Plans Submitted: •YES NO � ' f�kr Plans Reviewed: YES NO V 5 qq Business License# Appli=t�T c e# Business Infomat m Pr'Pa9 Owner/Job.LLocationlnf.mnkion: Name: Name: ADk n aD%j- Street; i LA (ty ,_�Pec C. V a -Street; 2,(1 ,W2J 1� Clity/Tov�n. alf'� City/Tbwa Telephone: 1 j � Telephone: Photo LD.required/Copy of Photo.LD. attached: YES NO S 1/M-1-unrestaeted-li6ense J-2 f 2-2 resrcted•to dwe ugs -:stories or less and commercial BP-to 10;000 sq. ft /2-stories or less i Residential:�1-2 family I Ivmulti-family Condo/Townhouses Othei i -Commercial: Office Retail Industrial Educational Fire Dept Approval Institutional_ Other Square Footage:-under 10,000.-sq.fL over 10,000 sq.ft. Number of Stories: i Sheet metal work.'to be completed:- New'Work: Renovation: HVAC Metal Watershed Roofing. Kitchen Exhaust Systam MoW--Ch.imnoy/Vents Air'Balancing : ! Provide detailed description of work to be done: - . 1 n���.�1 a�l�u�l - �-� • a r��.`►.s ��(�lacQ cG14�'h . INSURANCE COVERAGE I have a current FiablIfty.insurance poBcy,or its.equivalentwhich meets the requirements of hLG:L Ch.112 Yes Nc ❑ If you have checked fit:indreate fire type of coverage.by checking th appropriatE box.below: ! A i'catiitity. Insurance p0cy(f-9- Mar type of indemnity ❑ Bond ❑ OWtait=R'51NSURANCI=WAN-ER:l am aware that the licensee does.•nof have the insurance coverage required by Chapter 112 cf the NEassachusetts General taws,and that myysigrmture on'fhis•permit application' -this requirement: Check One Only Owner. ❑ Agent ❑ - i Sigrraturt'of Owner or•Owra'er'•s 1*geni I E y checking this.boxo,I hereby certify that all of the details and Information-I have submitted(or enters$)regarding this application are true.and accurate to the best of.my knowiedge and1t of all sheet nsatal work and installations performed under the pemtit issued'forfhls,appiicatidn will be i in compliance with all pertinent provisibri-of the MesSachusetis'Building Code and Chapter 112 of the Genemd Laws. Duct tnspection required priorto-insulatiori Instaliabon:YES_ • Nb 1�rogrm-.J snec(ibn9 Date Cammeuts Eng InERection Date Comments Type of-Ucense: 3y Master 'ity/Town ❑Joumeypersory, Signature of Licensee ❑Joumeyperson-Restricted Ucense;Nurribol' Z155 :7 _ =ee$ ❑ Gheck'at vvww.rttass." 0' dol nspector Signature of Permit Approvar . i Bosta�MA 62 rvtvw.t,�assga��ia • �4F�rS� � jI�3'Lca€�a�rTnc�rrrnr-��t EI'3 . �•�.�Ir�ennYati�ma Pi�as�e Fr���� . rIrMid= - cal 3'¢a sa ea Ioyer? bs TI 0g �{Cs am a empk ger via4. ❑I a��e ge�al caafza�r and f & N(__e� employees{fizlt audtorpazt-tame}* ]xa��ire�-t3�e was LL�� 2:❑ I am a sole pzag�or or par(aer- listed on the wed.sheaf. 7- ❑p�dottng shag and have no employees I�sn1�-oou�acfors aA g- ❑ „,li fm, working #Yrnm is asap capaCt� �� "`^'andhave Wo�Crss' g- ❑Bull`kg additim �1 S_❑ We are a 10-0 EleCtricalsepaia or addifions 3_El I am a homempner dniag an Wokaffirzcs h e�srised their 131_❑ �� s3 �ti ,S . nzySe€ERo •MMP- z hc�f rzF�l Q. 12-0 RDafrepaim ese� j F c-1P, kl(4€ aalweBaveno Qu r esaplagees_[l�TvvQor�s` �Y�Fsa�alitchfttTcsb=in vft -Fin �mstalso�toectb=s�fiflnhetm�sb�5$� ' F sfL-ddeckIbisbmc shedsbeumgtiseasmeaf�e �dstahe tsnaiEs3se EIvpeer, teir Wmimvfl°mF•P0ficr-Mab— I atn are e�rlrfycF tftc�rsF�'�`Barbers'caiuti aN�„�,r�b j'ur m}� pass B�at�is�e pu�c}*and job si(s bi,�vnc�sfias� M �/. lass Wnce CcOII1P83IYN$='_II ' ��` I Y L 5l� Cl.V-,Lw PalU:9 cc se U i9: P I ll `� � L4.�� iaace: d , 26I-7 Ion mite t R awe Hi t IZ cifyfstdd2�p: C G RA yi I l.e.j M ki Bch a<copy of the vmrkurs'caiapeasatim paucj-declzrstioa page(shag ihe paHLT der•awd�.�tiou date). Fail=e to secure cavt age as requinA der Sec fm 25A of MM c. 152 raa lead to the imposifinn of gal peualfies of a f=up to SUDO:0t?andlor amyeariaTdsonmient,as wen as civa pew im the form of a STOP WORK ORDMznd a fins nfup.to$250-00 a day agminst ffic;viols Be advised fld a copy of his sttaeut maybe forwarded to The Off of In vcuEgattons of the DIA€x fimam=cavesveri ratioa- pdidligmby caerhfpurrdrx paiiu pang r utpf�at$rauzvnatdirnprmri�daha/veabitetau£correct mature: , phone�- �` ' /76 - OU&i d attfy� Do nat wrrte in tHs area,to be coarrp&ted by city ar ta=of Seim` Cay or TOWM: ig 7--ing A thm itg{oxrle on* L 3m;d of Heap 2.B-gIrmg Dq=tlment I CItPTawa s. apm-tar .6.G&cr ]Information and Lnstrnctions . Maecachnsefls Geaeaal Laws chapter 152 requires all Moyers to provide wmtk='compensation for their employees. ftursnantto this statute, an mpLoyee is defined as"._every person in the service of another under any contract ofhire, express or implied, oral orwdttem" An errrployer is defined as"an individual,partnership,assmciafiau�corporation or other legal entity,or any two or more of the foregoing engaged in a joint entr 7dse,and including the legal represeadsiives of a deceased employer,or the receiver or trustee of an individual,par buzship,association or other legal entity,employing employees. Elowever the owner of a dweIlir g house having not more&an three apartments and who resides therein,or the occupant of the . dwelling house of another who employs persons to do mice,construction or repay work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that'every,state or Ioeal licensing agency shall withhold the issuance or renewal of a license or permittu operate a business or to construct bwldiitgs in the commonwealth for any applieantwho has not produced acceptable evidence of compliance with the incnra„ce coverage required.- Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the pertpmzance ofpublic work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority:' Applicants' . Please fill out the woticers'compensation affidavit completely,by chwldng the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s).address(es)and phase rn= er(s)along wia their cet`i�ficate(s)of insurance. Limited Liability Companies(LLC)mr Lh itEd Liability Partnerships(LI.P)withno emplayces other than the members or partners,are not required to carry workers' compensation fizuraTee_ If an LLC or LLP does have employe policy es, a pocy is requu-ai „b Be advised that this affidavit may be cmittrd t:o the Department of industrial Accidents for conffimation ofhisurance t:ovezage_ Also be sure to sign and data the affidavit The affidavit should be returned to the city or town that the application for the pezmit or license is being requested,not the Department of Industrial Accidents_ Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please,call the Department at the manber Iist-ed below. Self insmed companies should enter their self-insurance license ntmaber on.the:appropriate line_ City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you in fill out in the event the Office of Investigations has to contact you regarding the applicant' Please be sure to fill in the pennitdicense number which will be used as a reference number. In addition,an applicant that must submit multiple pezzaibfic=se appliz--dons in any given year,need only submit one affidavit indicating current policy mfcrza-dion(if necessary) and under"Job Site Address'the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or minced by the city or town maybe provided to the applicant as proof.that.a valid affidavit is on file for f itum permits or licenses_ A new affidavit must be filed out each year_Where a home owner or citizen is obtaining a license or pezmit not related to any business or commercial venture (Le a dog license or permit to bum leaves etc.)said person is NOT recpnned to complete this affidavit The Office.of Investigations would trice to thank you in advance far your cooperation and shouldymu have any questions, please do not hesitate to give us a raM The Department's andirss,telephone and fax number: a*Conmianwi-.aith of �&mach =tfs D.egaztMMt cif a1 Accld�n s 650-Was bag Sty B M&G2111 617-127-4 Qxt 4-06 or 1-&77-MAI�,� Revise 4-24-07 Fax#617 727-�49 ��.n�s�gr��rtdia 1 { •r�4:Y^ c ^skewIMbNWEALTH.OF MA�aAC1�CtSETF • ae � BOAR t ; Sfi{F� T 1 U IETAL'V110RiC�RS' � ���� EE a r� ISSUES THE FOLLOWING LfG SEA 3S dl,. ; ` e ¢' 1111ASTER,UNRESTEiCGTE�;s.• s�`/ � ?�� }Fly{j%AEL:A�SANT�3S y } &5 AXETx UI ; ? F j !.7 ACO T i iJUEST�N .R-HM MKA A - ,bad i a 2T 051 IV 11128120I$ 225454` �..�F'-== •:+-x' - _-__r. =c. ...:„:'.,r: 4�'.M'^'.:+�-.:�-••.mot,. TSERE `y� z' 3L .� W .� __ gg L - 0jg3 CGN.�a�l. ZAN? ate'`or OR ecur r ` + IMP is ina StroY,e ass.9°vl P i aged or a site at o r F1eneWa� X. .., se.is lost,d v Stt our ma-Un9°{Y � 1f Y°ur ito be corres\,,,'tine pcot eSpondence• Ws and ' t Or neeaUGAP to anY other ��husetts Ge anno be,KeeP this � alns. t* n a assa°. aid ia"• APp1Tca ect to a PrTv xege'rrpenaltY°fiaW andlor subl or entVq uncle �Tred by t se Your Ken re4' e9uiatTon to person or P°sted as anY G ,asslgr\e on Y°ur pets i`licens tons- i ' VOCOa 162766776 67161o6o1 �•� ] 1•, I www.mas V.Com , S MA o7121/2016 . MAIMSCLASS- ' - D:Sired vehicle less Ihen 26,ob1'Ibs;enept school bus.' --ENDORSEMENTS- RES7WCTIONS- . ` NONE B: Corrective lemes rs� `CHANGE OPADDRE55.PWNT,BELGW.P �y k r Town of Barnstable Regulatory Services XAS& Richard V.Scali,Director Building Division. Paul Roma;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 �0�1^ C r'�..�✓ as Owner of the subject property hereby authorize t to act on my behalf, in all matters relative to work authorized by this building petnoit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. 9 i iron ature of Owner Signature of Applicant 50 4v� C Print Name Print Name 7 3 Date , UORNMOWNERPERIvIISSIONPOOLS 1 I Page 1 of 1 Parvin, Lindsay From: Michael Santos [msantos1120@yahoo.com] Sent: Tuesday, August 01, 2017 1:22 PM To:, Parvin, Lindsay Subject: New 5 �. - roOtRni oH m�RRD_ pRRpM� Sm 0tlryNw M 14 1py �0 m ' mrill Z '- N r rSy� OL�� fyo • O 7 ge p,r g> Ell a H. s Ory 0. g �I �..� y Y �•b� OCiO RO F719Do •(L I�p N �I N ii O'q R >z > \I �911�t1I1 ^y� ya gpCD m N YM UlN()A N �l m OS y 22 C D 33 } N sg moo O A N s m O r: o� D W SN 2 Z�Dm •rT re•� > 7 W, 00 N 20 g 0 His 5n IN $ 1_ p G > Cuu wpp r F.� �wlu ZL�s � �g� '. � h• o00 �- oOb 8po -m lWo Sent from Yahoo Mail on Android 8/1/2017 Bk 30268 Psi 273 `W-521 0 01—30-28_017 & 02 = 33Q Town of Barnstable Regulatory Services SAWWASI : Richard V.Scali,Director n AS& 639. Building Division Paul Roma,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE John R. Crow Trustee of the undersigned, JimmyKid Realty Trust, being the owner of property situated at 88 Tower Hill Road, Osterville, MA holding title under a deed recorded with the Barnstable County Registry of Deeds in Book 30082,Page 254,being shown on Assessors' Map 141 as Parcel 031,hereby agree,certify,warrant and represent to the Town of Barnstable that the garage attached with finish space above including bar, bathroom and living space with no sleeping in that area in the residence located on the same parcel as above-described,which contains living quarters, is not intended for and shall not be used as a permanent,separate apartment for year-round or summer occupancy,for rent in any fashion. The intended and authorized use is for the occasional guests associated with the residential use on the same premises. This separate unit shall not be used for a"Family Apartment"(as defined in Zoning Ordinances)which would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This separate unit shall not be rented as an apartment or as a single room, or in any fashion, which rental would be a violation of the Town of Barnstable's rules,regulations,and zoning ordinances. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable.Building Department. WITNESS our hands and seals this Z 7 day of WI.V 4R j 2017 TOWN OF BARNSTABLE —Trustee Byl /) John Crow,Trustee Paul Roomta(/. Building Commissioner THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY,SS Date -7 Then personally appeared the above-named (owner), 6 14 C 0 t.J and made oath as to the truth of the foregoing instrument,before me. Notary Public My Commission ices: G` E ;''��,,��',' \ �0� •�yPIREs' ,A,L9, 2o7 9 Q:eord/acecssoryagrecment - BARNSTABLE REGISTRY OF DEEDS " ° = John F. Meade, Register Qn'• b NOjPPJ �J��: �''� .•.COMMO PG�`�` � o uj C/3 - r ' ,� /�' I � .< .� � �� i ' i7f .. .� � � { _ i �J ' � ii . � I ' ' f . � � � f� ` { .� � � � ~ i cw�'+{i^ � ' � e_ �. �e ' t r. .. �� a.i. '� --�';"� " s.i..a_ '� �-___ � _ __. �.-- ___.._— _ _ _— —_ �.__�_ _ ____. ._ 4 Town of Barnstable Regulatory Services ` Thomas F.Geiler,Director Totyi,or ' Building Division BCE 6 A�� Tom Perry,Building Commissioner 20/2 F1",Y B 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 l �p,f Fax: 508-790-6230 PERMIT# C�S FEE: $ SHED REGISTRATION 200 square feet or less Location of shed(address) Village o-1 iy 12. so �' 7-3 7 �/ 9 Property owner's name Telephone number elo �; I Size of Shed Ma�arcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30 &3:304:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN I i Q-forms-shedreg REV:05201 I Town of Barnstable Geographic Information System May 14,2012 117157 #99 141030 #98 G C�� 141024 #15 141031 #88 117156 #91 v W 141032 C #76 t, 70011 0 1,710 Feet 141#164 P4 -- ,*Lj DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:141 Parcel:031 a boundary determination or regulatory Interpretation. Enlargements beyond a.scale of Selected Parcel 1"=1W may not meet established map accuracy standards. The parcel lines on this map Owner:CROW,JOHN Total Assessed Value:$380900 F are only graphic representations of Assessors tax parcels.They are not true property Co-Owner: Acreage:0.26 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:88 TOWER HILL ROAD such as building locations. Buffer /�`�, �5� 3 �► Z ze U I. ae-L 4- 1 - Y f -% ®' "4 AMV 4 I " I I I I I I I I ' I I I I I I I � I I I � I I ' I I I I I I � � I 'Special Instructions* APS/Twin Check 5 i:RJr�4 �YA-•�P. You make the memories. We'll help you enjoy them f���v�r: � At CVS/pharmacy Photo,we know how nportant y r photos are. That, why we offer keepsakes Iike photo books,card alendars and more. CVS/pharmacy Photo makes preserving°memories ear aner. Kodak Picture favorite photos the main attraction with a Kodak Picture Movie DVD. I i 4s 100%Recycled; Store supply item#456225 w4t 82%post consumer • �� r. � �', �,x- �% .�✓ .s- ...- .;-- a i w i. 1 'L e ` •�1 ': 1 p.�a - y n ;.-tlZt �� ..r. i �• 'ice 1L - - T ` _ '" LN = = '' f;f �W +��. �+ • ems.�..�.�'�: .«: ,� `.�j .� ig `t.. MR - A Ow .._ A 0® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) `� 12/12/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements). PRODUCER CONTACT NAME Drew Knapic Downey Insurance Agency PHONE (508 485 0130 FAX No): 508 485 6463 190 East Main St. ADDRESS: Drew@downeyinsurance.com INSURERS AFFORDING COVERAGE NAIC p Marlborough MA 01752 INSURERA: APPALACHIAN UNDERWRITERS INC INSURED INsuRERB: COMMERCE 34754 Longfellow Design Build INSURERC: STAR INSURANCE COMPANY 367 Main Street INSURER D: INSURER E Falmouth MA 02540 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS MADE OX OCCUR EWfFD PREMISES Ea occurrence $ 300,000 MED EXP(Any one arson s 5,000 A IG06AO12713 07/21/2016 07/21/2017 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JPECT LOC PRODUCTS-COMP/OP AGG s 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident 1,000,000 ANY AUTO BODILY INJURY(Per person) $ BIx ALL OS SCHEDULED RWL621 08/19/2016 08/19/2017 BODILY INJURY Per accident $ AUTOS X AUTOS ( ) HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION H AND EMPLOYERS'LIABILITY Y/N X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 C OFFICER/MEMBER EXCLUDED? � N/A wc0869275 09/26/2016 09/26/2017 If (Mandatory In E.L.DISEASE-EA EMPLOYE $ 100.000 yes,describe under ntl DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN The Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I I ACORta° CERTIFICATE OF LIABILITY INSURANCE DA;0&;25/201 "Drffryi THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 6 -15 CEFITIRCATE DOES NOT AFFIRMATIVELY-OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE ODES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certiconditions holder is an ADDITIONAL IayUREp, tha policy(les) must be endorsed. If 5UAROGATION IS WAIVED, aub)ect to the terms and co)'I'su na of the policy,certain policies may require an endorsement_ Astatement an this oartifrcate does not confer rights to the certiflOatA holder III)II9U of such endorbAment{g), PROD ER Phone:608490.6161 Fax.508�1 7-7B80 ALMEIDA&CARLSON INSURANCE AGENCY INC. COWACT wu . Bob gttpleettA P.O.Box 554. PFCNE c5o8 BgQ•�Q7 FA7( FALMOUTH MA 02541 E•AWL �50g)888 0550 R c• ralIrett0@aIMeidacarf8on.wm INSURER(S)AFFORDING COVERAGE Nac z DONMREINS-UREA A Travelers Casualty insurance Company of America 19046 607 CARRIAGE SHOP RD RRIA dR INSURER I : Acadia Insurance Company EAST FALMOUTH MA 02536 IK4URERC INSURER 0: INSURER E COVERAGES INSURER F CER71F1CATE NUMBER: 32923 REVfSION NUMBER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE HEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY pERIDD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHSR DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, E SIGNS D NDITIONS OF SUCH DOLT ! IMITS SHOW Y HAVE BEEN ILTA NSR TYPtsOFINSURANCE AOOt suBR DUCEDBYPAI CLAIMS. POLICY NUMBM POUCYMF POLICYPXP A GENERAL LWBI4nY 6�1�II6R�1• LIMITS It: COMMERCIAL GENERAL LIABILITY 0910W15 09MW16 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X CCCUR PREMISEs(Ego0wence $ 3K000 MED.EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,0O0,000 GEN'LAGGRE LATE LIMITAPPLIE8PER: GENERAI,ApGREGRTE $ 2,000,000 POLICY Pn LQC PRODUCTS-COMPIOPAGG S 2,000,000 • AUTDA(OBILE UAPAAV $ CAMBINED SINCh rx UMR ANY AUTO (Ed 6uI&nU AL OWNED BC $ U708 S SCHEDULED BODILY WJURY(Per pereon) $ HIRED AUTOS NON-OWNED BODILY INJURY(Para rldenO $ AUTOS PROPER r aool0v $ UMBAELLA LNg OCCUR S $EXCESS L(AB CLAIMS-MADE EA CH OCCURRENCE DED RETENTION$ AGGREGATE $ B woRWM COMPENSAnoor WC20200055 $ AND FIOPM FU LIABILITY 4400 02/25/16 02/25/ 77 ToRv u�a rs ANY PROPAIBTOWPARTNERJEXEMN% Y/N ER $ OPhdaborMbAIIIO tXCLUDED? E-L EACH ACCIDENT $ 100,000 (MAhdeOory hr NIO N/A II yae,deecdbe U-r E.L.DISEASE EA EMPLOYEE $ 100,000 DEscRiPT10NOPDPERATONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCA71ONS I VEHICLES(Attach ACORD IIDI,Additional Remarks Schedule,It more space is required) CERTIFICATE HOLDER CANCELLATION LOfNGFELLOW DESIGN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES SE CANCELLFp BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVaON3. AUnMIZEO REPRESENTAT1vE Attention: 774.7b3-2913 AC OAD 26(2010/05) Bob Affielta The ACORD name and logo are registered marks of ACORN 0 ACORD COR RATION. ,All rights rr�served. DATE(MM/DD/YYYY) ACo CERTIFICATE OF LIABILITY INSURANCE `.../ 1 12/22/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: CSllla Nelson ROGERS &GRAY INSURANCE AGENCY, INC. A HONE ,N EXt: (978)722-0279 AA/c No: ADDRESS: cnelson@rogersgray.com 434 RT. 134 INSURERS AFFORDING COVERAGE NAIC# SOUTH DENNIS MA 02660 INSURERA: AIM MUTUAL INS CO 33758 INSURED INSURER B CAPE CONCRETE FORMS LLC INSURERC: INSURER D: 27 MISTY HARBOR LANE INSURERE: EAST FALMOUTH MA 02536 INSURER F: I COVERAGES CERTIFICATE NUMBER: 20013 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DDY/YYYY MM DD/YYYY11 LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR AMA T ENT PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 0 PRO ❑ JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea_accident)_— ANY AUTO BODILY INJURY(Per person)— $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STATUTE ERH AND EMPLOYERS'LIABILITY Y I N A OFFICERMANYPROPRIEMBERFXC UDED7ECUTIVE NIA NIA N/A VWC10060147962015A 12/29/2015 12/29/2016 E.L.EACHACCIDENT $ 100,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Longfellow Design Build ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main STreet AUTHORIZED REPRESENTATIVE Famouth MA 02540 Daniel M.Crow ey,CPCU,Vice President—Residual Market—WCRIBMA @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AC Rv® CERTIFICATE OF LIABILITY INSURANCE DATE 08102/2 6YYY) I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Leandro Guimaraes Universal Insurance Agency,Inc. PHONE FAX 374 Belmont Street (508)752 9333 (ac No):(508)752 9303 Worcester,MA 01604 ADDRESS: leandro@universalinsagency.com INSURERS AFFORDING COVERAGE NAIC p INSURERA: ESSEX INSURANCE CO 39020 INSURED ECO SPRAY FOAM INSULATION INC INSURER B: 34 MANSFIELD ST - -- Framingham,MA01702 INSURERC: INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE. MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSL R TTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMI,DD/Y POLICYCY EFF YYY MMIDO/YFYVY LIMITS A COMMERCIAL GENERAL LIABIL.TY 3EA4151 06/09/2016 06/09/2017 EACH OCCURRENCE $ 1,000,000 CLAWISMADE OCCIfi DAMAGE TO RENTED r�ODD PREMISES Ea occurrence $ _ NED OF(My one person) $ 5.000 PERSON4_&ADV INILRY $ 1,000,000 GE/NL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000.000 POLICY PRO-JECT ElLOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ .� AUTOMOBILE LIABILITY EOMBD SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OVkAED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NDNOWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per acc lent) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION _ PER OTH_ AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOPWARTNER/EXECUTIVE E.L.EACHACCIDENT $ OFFICERIMEMBER E)CLUAEO? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ M yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN LONGFELLOW DESIGN BUILD ACCORDANCE WITH THE POLICY PROVISIONS. 367 MAIN ST FALMOUTH,MA 02540 AUTHORIZED REPRESENTATIVE a VvvgV`>. @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Karen Northam From: claudemiro viana <nenga_usa@hotmail.com> Sent: Tuesday, August 02, 2016 9:31 AM To: Karen Northam Subject: works comp. FORM 153 `!'lie C;oniltioi>wealth of'VIassaehtise "ts ' ly Deparrinem of ltidu.srrial Aecidealls is;1 ()-; 1, Office4 Dept. 153 r))) I II)O,ftmIDn.19n++naG+iiilts©2114..E(It9pk" � t+ �- � Ilrl 1:/INa1'N.InaSV,�(11 f(►I.1� 1�?}�� ' .A.FFIDAVI`I•0V EXEM. '1.10N" FOR CI~tl;l,'AI1V COl$T'0 A 1'l U,FF10ERj ';OR DUIECTOR Dwp ter 169 ctJiko Aczs of 2002 amendcd1V.G,.1.. e. 152. §1(4)liv adding the j)IIMvin par•rgr`p h: "This chapter shall he eleo eve 14r an oftiC@r or director of n corporrdlion who c vins al Ic lst 25 peroetit of the issuccl and outstandi{lig stock of the corpormion. Ntit%viillst:ltiditig S•Lctic+11 46.these:provisinas shall apply only if the cc►rplcirote officer provides the conitnissioner,of industrial .i"idenls with it w'litren +vaivrr ofIlis Aghls un(k:r this chapit.r. Said eni'vintisslonce shall hroiludgate reguliidan to vurry lour the puryasc Of this paragral il. violarions Of Illis pol—a rnph shrill sabject il'te ecn•pwr;liion 1k)the pclvahirs ser li+rt.11 in sectiut125C.- 1'unu:lnt to N1.G.L_ c- 152, 1(4) as ainended.I/We Ific undersigned officers,of; 4OA ra 1 d �. ��t�t �ti Nl'� ��I�l�'<d1 -�T $fi,� 129�►1ra��,'�/ht n\aritteg :urpurutinaandAdl(lrci�,i ilt`(i9 00 each hulling;ut Ie;I�r ?5'yu Uf fete_issizeCl 1t1c1(�tltstit:ndiltf' stl�ck in safid ci�Iporati(tn, do Iti;rc;hy inv+�ke t)t(; right tt�he est�rnpt fruln the t�ra+ti'isic.+au r►f 14,C.L. 4. I S',§35r1.;lnt[ths:ref�lne:u•e trot raglaired Ir.F i•:;Irry u warJ;crs' (1►mpens;11i1~Ilt p(tli(y clrvertn,q.the rindel'ip'nc(I ec►gwrne ci81icer(s)or clirer,tcttis). l/W(!the aiii ersigned du:11s1)rvrlive tally a{1(.0 all-rights la+beake claims t(±f 110t(ititS IIS iletitleLI ill At.(i.1.. C. 152 f.N. any ilajtll its Ih.:11 play hC iu_ettyiil(!d while in the etliploy C1f I lie(n(wvc;liallicef corpor ttiofl. Furl.her. JAvc the undetsigavd do understand that.shnuld ll.1e above-nained corporation hire or have in its enlploy any employee(s)in,,addition to the undersigna.A corporate officer(q)or tfiri ctc)r(s},said Corporation is requir%d to obtain worketrs' compensation wverage for the ernptnyee(S)as prescribed by M.G.L. c. 152, ;25A. lllWc the.undersiw;ncd have reed and understand the staternents iind obliotltions as de irlcutcd aibnve and 1/we halve chccked t.hc:appropriale box beluw lilyfour nanic(s)Inc icalltlg lny/our cle.sllrl.ail be uxenllN or not-lo be oxt,lrlpl from I:lle provisions of lb1.Li.1_. C. 152, shell Im- er (11v paills 1111d pcilalt.ies(1f perjury: + � llrn Itmrc P11111 NE111t1:&.A it le ri)t111'(cnrr%A lt'\'1'1'7y) 1 1 I .I-Cisc my•Ila,+lll 1+l' xemptiOU a• n 1 wish NOT Al C%ctcisc n)y right of exunl Milan t „ r -�Aley b tiibuntu a Olt\gpnc(C•ride U:air,(mlmPddryyyo 1'Ash b:i._.'rei w rt11,rt6ht of"cnqw n or ❑ t lvla'1'l\lyr to ne cise lily r yltt d cxemp Bolt cn $il�lalln: 1'linl'N�I171eel7ltle 11atc(€IlrltitbdJb3-yyl � (� t wish to akCI'CISC rlty rlgill Oh C.'solli h(m or I� I S0$1)OT 4.)Caurin lily r1{jfII or C'Jl'.talplim d p d1 S1elNalule Prim Ana is&Title �T Dave..tltutilddlyyyyl 1%A-li m cure i;t,my Tight of rwu.rrunn nr C I WiJI'1)T Ip GKCrCiSC n+y ri(SIH of rNeTn[':E019 01m;ALL EIA(:r11es:CiJllt'fJRATF>C►Vi-I('FICSMUNTSECN. `rHKUFCmNRGN(lwlhvu;rnn%1.lcln_u.rna>va• Y.,.,��,,...f..... 1 REScheck Software Version 4.4.4 Compliance Certificate Project Title: John Crow Energy Code: 20121ECC Location: Falmouth, Massachusetts Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 5916 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 88 Tower Hill Road Longfellow Design Build Falmouth, MA 02540 367 Main Street Falmouth,MA 02540 • • • de-off Compliance:0.6%Better Than Code Maximum UA:169 Your UA:168 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. i It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or.Door Perimeter • Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 726 30.0 0.0 24 Wall 1:Wood Frame, 16"o.c. 1384 20.0 0.0 71 Window 1:Vinyl Frame:Double Pane with Low-E 160 0.310 50 Door 1:Solid 20 0.270 5 Ceiling 1:Raised or Energy Truss 726 38.0 0.0 18 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 2012 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:John Crow Report date: 12/16/16 I Data filename: 88 Tower Hill Rd Falmouth.rck Page 1 of 5 I r REScheck Software Version 4.4.4 Inspection Checklist Energy Code: 2012 IECC Location: Falmouth,Massachusetts Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 5916 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Where air permeable insulation exists in vented attics,a baffle(of solid material)is installed adjacent to soffit and eave vents.Baffles maintain an opening equal or greater than the size of the vent.The baffle extends over the top of the attic insulation. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-20.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.270 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Building envelope air tightness complies by a post rough-in blower door test result of less than 3 ACH at 50 pascals. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. Air Barrier,Sealing,and Insulation Installation Criteria: ❑ A continuous air barrier is installed in the building envelope including rim joists and exposed edges of insulation.Breaks or joints in the air barrier are sealed.Air permeable insulation is not used as a sealing material. ❑ Junction of foundation and wall sill plates,wall top plate and top of wall,sill plate and rim-band,and rim band and subfloor are sealed. Corners,headers,and rim joists making up the thermal envelope are insulated. ❑ Insulation in floors(including above garage and cantilevered floors)is installed to maintain permanent contact with underside of subfloor decking.Exterior insulation for framed walls is in substantial contact and continuous alignment with the air barrier.Crawl space wall insulation installed in lieu of floor insulation is permanently attached to crawlspace walls.Inspection of log walls is in accordance with the provisions of ICC-400. ❑ Spaces between fenestration jambs and framing and skylights and framing are sealed.Batts in narrow cavities are cut to fit;or narrow cavities are filled with insulation that readily fills the available cavity space. ❑ Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. ❑ Air sealing is installed between the garage and conditioned spaces. ❑ Exterior walls adjacent to showers and tubs are insulated and have air barrier separating the wall from the shower and tubs. O Access openings,drop down stairs or knee wall doors to unconditioned attic spaces are insulated and sealed. ❑ Recessed light fixtures installed in the building thermal envelope are IC rated,airtight labeled at air leakage rate<=2.0 cfm,and sealed to the drywall with gasket or caulk. Project Title:John Crow Report date: 12/16/16 Data filename:88 Tower Hill Rd Falmouth.rck Page 2 of 5 Q Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space are air sealed. Q Plumbing and Wiring:Insulation is placed between the exterior of the wall assembly and pipes.Batt insulation is cut and fitted around wiring and plumbing,or for insulation that on installation readily conforms to available space such insulation shall fill all space between wall and piping/wiring. Q Air barrier extends behind electrical or communication boxes or,air sealed type boxes are installed. Q HVAC register boots that penetrate building thermal envelope are sealed to subfloor or drywall. Q Fireplace walls have air barrier and closure doors are gasketed. Sunrooms: Q Sunrooms that are NOT thermally isolated from the building envelope meet the requirements applicable to the building envelope. Materials Identification and Installation: Q Materials and equipment are installed in accordance with the manufacturer's installation instructions. Q Materials and equipment are identified so that compliance can be determined. Q Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Q Insulation R-values and glazing U-factors are clearly marked on the building.plans or specifications. Duct Insulation: Q Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Q Building framing cavities are not used as ducts or plenums. Q All joints and seams of air ducts,air handlers,and filter boxes are substantially airtight by means of tapes,mastics,liquid sealants, gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with air-impermeable spray foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Q Air handlers have a manufacturer's designation of air leakage of no more than 2 percent of design flow rate. Q Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 29.0 cfm(4 cfm per 100 ft2 of conditioned floor area). (2)Rough-in total leakage test with air handler installed:Less than or equal to 29.0 cfm(4 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test without air handler installed:Less than or equal to 21.8 cfm(3 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Q Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Q Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Q Equipment is sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. Q For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2012 IECC Commercial Building Mechanical and/or Service Water Heating(Sections C403 and C404). Circulating Service Hot Water Systems: Q Systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Q Pipes are insulated to R-3 when any one of the following apply: (a)piping serves more than one dwelling unit, (b)piping between water heater and kitchen or water heater and distribution manifold, (c)piping outside conditioned space,buried,or located under a floor slab, (d)supply and return piping in recirculation systems other than demand recirculation systems, (e)piping is>3/4 inch nominal diameter, Project Title:John Crow Report date: 12/16/16 Data filename:88 Tower Hill Rd Falmouth.rck Page 3 of 5 (f) piping runs>30 feet having 3/8 inch max diameter, (9)piping,runs>20 feet having 1/2 inch max diameter, (h)piping runs>10 feet having 3/4 inch max diameter, (i) piping runs>5 feet having max diameter within the run>3/4 inch. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. HVAC piping insulation exposed to outdoor elements is protected from damage and shielded from solar radiation. Ventilation: 0 Ventilation fans satisfy the following efficacy criteria: (1)Range hoods and in-line fan:2.8 cfm/watt. (2)Bath-/utility room with rated cfm>=10>and<90:1.4 cfm/watt. (3)Bath-/utility room with rated minimum cfm>=90:2.8 cfm/watt. Swimming Pools and In-ground Spas: 0 Heaters have an readily accessible on-off switch. Cj Heaters operating on natural gas or LPG have an electronic pilot light. Schedule-capable automatic on-off timer switches are installed on heaters and pumps. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Cj Heated pools and spas have a vapor retardant cover. Exceptions: Covers are not required when 70%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Cj Within permanently installed fixtures,75 percent contain only lamps that can be categorized as one of the following.Or,a minimum of 75 percent of all lamps within permanent fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 I (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Exceptions: Low voltage lighting systems. Ll Fuel gas lighting systems have electronic pilot lights. Other Requirements: o Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: LI A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment;and results from any required duct system and building envelope air leakage testing.The certificate#does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:John Crow Report date: 12/16/16 Data filename: 88 Tower Hill Rd Falmouth.rck Page 4 of 5 i Project Title:John Crow Report date: 12/16/16 Data filename:88 Tower Hill Rd Falmouth.rck Page 5 of 5 I 2012 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 20.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor, SHGC Window 0.31 Door 0.27 NA CoolingHeating& Heating System: Cooling System: Water Heater: ;Building Air Leakage • o Building Air Leakage Test Results Name of Air Leakage Tester Duct Tightness Test Results Name of Duct Tester Name: Date: Comments: I Assessor's map and lot number ...... 1 fEK Vic.... ys>� /�srlyGtc� - /�- �- �� o o` " ' l P� FTHEtf� Serge Permit num er ........................................................ ......................................... Z BASBSTLDLE, S House number .......................... $$ soo rb39 0 up,'( TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........Enlarg. ... e bedroom. . . ... ..... .. .... .. ............................................................................... F TYPE OF CONSTRUCTION ...............Wood..f rame........................................................................................... .................... ........................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .....88 Tower...Hill Rd..I......Osterville ..... .................................................................................................................. Proposed Use .....Enlarge...bedroom with 8'...x..14'....addition................................••..••••..•..............•••.••••. ........................ Zoning District .:. 0...............................................................Fire District .Cente.ryille-Osterville .......................................................... Name of Owner ......0..9t.t.9)3.....Jr...................Address ..$$...T..4.we.r..Hill...RGd....................................... Name of Builder Richard...De.sJardins....................Addressn . Rd..,..E ...De.nni.s ....................... .. .. ....... .. Nameof Architect .........................-......................................Address .................................................................................... Number of Rooms .5...Y'OOmS•„2X1Sting•„.............•,•„••Foundation block ..... .............................................................................. Exterior wood..sh•ingl.........................................Roofing .......asphalt...shingle..................................... Floors ..p.ine/qa,k...............................................Interior ........sheet' rock ................ ..................................................................... Heating .................W1O1...................................................Plumbing .....mbatl, oP.P.er,...la...haths................ Fireplace ..:...........eXi$.tang...............................................Approximate Cost .....$4.1199r........................................ ... Definitive Plan Approved by Planning Board -----------_______-----------19_______. Area ..........P. .... r. ...:. Diagram of Lot and Building with Dimensions Fee � ...............................� SUBJECT TO APPROVAL OF BOARD OF HEALTH H e� r3 � I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 2 Name �!-�. ..................... . ... ..... ....... ..... Cotton, John B. No ... Permit for add...to-dweill. ng ................................................................................ Location ....................... ...................... ................................... John B. Cotton Owner John Type of Construction ....fxame.......................... ................................................................................ Plot ............................ Lot ................................. Permit Granted .........WQ-V.......8................1979 Date of Inspection ............................... 19 Date Completed ........ .....7 19" PERMIT REFUSED ................................................................ 19 . ................................................... .......................... ................................................................................ ................................................................................ .. ........ ...................................................................... Approved ................................................ 19 . ............... ................................................................................ ^ Assessor's mop and lot number ....... ----'+ ............... Sewage Permit number ........................:............................... ' - Housenumber ---------...--------------'` 1 139- . r���-���T�Q' ���� �� � �� ����� ��� � ��-� �� �� �� �� |� ���� BARNS TABLE BUILDING � N0 N N �� 0 �� INSPECTOR �� NNN0-0� � ���� �� �= � ���� � °� �� ' APPLICATIONFOR PERMIT TO ............................................................................................................................. TYPE OF CONSTRUCTION .................... l--'....2,.....---------------..--------------.. ----------------l9.—.— TD THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for o permit according to the following information: Locohon --...--..-..Y-�..�'./--'....--.....^ ........' . `...--------------------------------..Proposed ' Uoa ---..............—.........,.�...!.........-.—..'—.i[.-..—'..+.-.......'...Y..-------------.--------. Zoning Di�h'� -...�--------..------------.RneDix��t .�..y����'/=`.�-���..������.-'�:------ ' . Name of Owner .........................�'�.����'u..�~—..------Address ..�..—...I.......--....--.'..----------.-- | Name of Builder .� ` —.� _---'-`..-.'���-------�A66o»� --'�—'.........--..-..--..—......_.------- Name of Architect --------......-----------'A66reo ---------------------------- ^� 'w^ ' Number of Rooms ---'.-----_.c.—''--------Foundation ---.''--------------------_. Exierior -----.....-� -....-.,.-------------RooGng --'..-....�..—./--... -------------.. Floors ........................................,----------------|n^ehor ........ Heating ----------.-----------------F1um6ng -------.--------------_____ Fireplace ----'..... ................................................Approximate Cost .......................0.----.—._____,___. Defnh�eP1on Approved by Planning Board lA----. An�o ---..�/_—'--�--- ^ '. '. Diagram of Lot and Building with Dimensions Fee -----l--------' SUBJECT TO APPROVAL OF BOARD OF HEALTH ^ . ' ' � � ` +~ u ° � | hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ^ � Noma --..-----..~--..,-------------- � � - ' Cotton, John B. _ No .21.0.9-.. Permit for ..Add....to..ihuelliug ~ --------------------~-----' ' ' ' . ' . Location .....Z8.-Tow-er..Bill''Rd,.--r---' 0oterville --------.-------------~----. ' uouo B co- ^=. = ` ^ , . ' ` .^ ^ '' � � � . ^ ' ' P P MIT REFUSED . . . ............... ......../.../I......... ....... ............................. ........... ................ . --..-.-.--.--.�----.----.~---.- ` -----------..-..,....-----.--~-. � ' ' ppro.ved ---` ----.--------.. lV ..:---,_-~.------..-~.---.--,- ` - . - , . ---------------------'---^-' ' ' | /L 7- -- , . I a EAWSTABLE TOWN OF - BARNSTABLE ^ BUILDING � NN 0 N �� � �� 0 �� ���� �� �� ��N0N0-N0N ��0� N�����~ �.0� � NN �� �� == � ���� � �� ww � �=~~� ���r � �� �� ^ . ��` ^ ��PPLUCATKo�00 FOR PERMIT TO --.���.m../-/��____.���.��..c�...�..�_ .________...^._..._ TYPE OF ................. �1-��-.\ /� �� �--�,!�.�����-.�.----.-,_---_-._--_--._.-- � � �m � �� �^�� --�x�—+--��------]��o^~ . ` ' TO THE INSPECTOR Of BUILDINGS: � The undersigned hereby applies for o permit according to the following information: � Location -' C�'r~-.. .W�.����--AAW--.u�� /-----.. ^'T ..�.�� ....... y .��---.. | Use --� �~�--.. ��.ko''*l-.-_----.----..------------.------.--------- | . � � �\� ( - ..DistrictDistrict Nome of Ovvne, '-T�����.�L--..�~-� ---A66,es . C��'.. «ruP--..141.\.1---.() >- Orr -.. K' . � - T~ ��^� ��� �7- 0�3� Nome of Builder ���������/�'�----�k'/F��'L---�A66,es ���'�-� ��JL---..!------..����/+--- � ' Nome of Architect --------------------' -.A66rex -----------------------.----.. Number of Rooms ......./ -----------------.Foun6ohon - .7 �'-. .............. , l- r ' � 1 f� ' Exie,io, �.cvr�u@��--�`l��/�������/�' -----------�RooGnd -�,����x�/r.*�.r-.L---------------- � ��� Floors -�^�'�'L:`----------------------|n^erior --���!1����../----��'�.���'�-----____ ^� /�!w ^�J. �� /- J~^��� 7-�. Heating .��x��---»����-..���!/-�.r^r----.�----..F1um6ing .......!����.`-....-----------_.______.. ��m � V � � Fireplace ---��-=---------------�-----Approximate Cox --'^�-....................... Definitive � DefnhveF1on Approved by Planning Board lA Area ----��.��------. � Diagram of Lot and Building with Dimensions Fee ........ ............... SUBJECT APPROVAL OF BOARD OF HEALTH, � / \ PERMITS REQUIRED FOR NEW DWELLINGS ` I hereby agree no conform to all the Rules and Regulations of the Town of Barnstable regarding the above ` � Nome - .............�.i/--//.`��y------.-~ . / �� 94 � / Construction Supervisor' License -��/'x. ......... � - ^ ] COREY, JOSEPH 25379 Build ADDITION No ................. Permit for .................................... Single Family Dwelling ............................................................................... Location 88 Tower Hill Road ................................................................ Osterville ............................................................................... Owner .......Joseph........Corey. ............................ .. .... .. .... ....... Frame: Type of Construction ...... .................................... ................................................................................ Plot ............................ Lot* ................................ Permit Granted ........AUcj'A,9.t...3...........19 83 Date of Inspection ... .......................19 Date Completed 19 Assessors map and lot number 1.../..../.....:......4. ....... THE �j � � . . rot Q � Sewage Permit /number ..!?. `!fcku/c . ....�� .... .. ....... Z B9SHSTSDLS, i House number MAG& ............................................................•...... . 9�p t63q• ♦� t �pYPYAr TOWN OF BARNSTABLE` BUILDING INSPECTOR APPLICATION FOR PERMIT TO ? rl ` � �� TYPE OF CONSTRUCTION .......:............................................................................................................................. ......1.%.V. ....... 3 ..................19.,G�.S TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit/according to the following information: Location ..... .C�..... 0 W/^1F...... 7%..... ........!...�................. 5:.... �.%t!,f//, /1,��".... ..P ........... Proposed Use ..........�-2...........................................�/? T e ° �1 .................................................................................................. ....................... ZoningDistrict ...... !.!...—C................................................Fire District ........ �............................................... Nameof Owner .. .......` ................Address . . ......?�p...................................... . Name of Builder ...T................. f .........Address f•.......... ...f?.......................................... .......... Ai Name of Architect Address . .................................................................. ..................................................................................... Number of Rooms ....:.: ....:................................... ...:.......:Foundation .............. '„rQ.G.. ............................ �f Exterior ..,1../:.J...............,..!.zs .C.If !�................................Roofing ....Z 5 r. A../...�7.............................................. Floors ,r... ..!.. ....................................................................Interior .............(.../.:.................t.....6........t............................ Heating `.:,.��.�........�?a.�..N�/..�....N............................Plumbing .-��.....7................................................................ Fireplace ........&�................................................................Approximate Cost .........?':...... ................................. Definitive Plan Approved by Planning Board _________ _____-----------19-------- Area / v.......................................... Diagram of Lot and Building with Dimension` Fee ........ .��..�J................. SUBJECT TO APPROVAL OF BOARD/OF HEALTH - I ' 1 i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS y I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . s' ....... '...... ...:..`:...: .................. Construction,Supervisor's License ... ......... COREY,. JOSEPH A=141-31 No Permit for ..Build Addition.................................. Siaq.r�...Family Dwelling .............. ............................................ Location .....88 Tower Hill Road ........................................................... Osterville ............................................................................... Owner ...,.,Joseph. Corey ............................................................ Type of Construction* ...Frame .......I.................... .... ..... ................................................................................ Plot ............................ Lot ............................. Permit Granted .......................August 3,.................19 83 Date of Inspection ....................................19 Date Completed .......................................19 SIA71 �Sc� f � ��Ivy r From:C.J. Riley Builder, Inc. 508 428 6076 01 /29/2016 12:01 #300 P.002/002 C. 1 e- y Builder Inc. 10B Wianno Avenue Osterville, MA 02655 January 29,2016 .. VII Town of Barnstable �j ;v 03 Regulatory Services `m Building Division -v 200 Main Street Hyannis,MA 02601 Re: 88 Tower Hill Rd,Osterville To whom it may concern, Please withdraw the application for a building permit for 88 Tower Hill Road. The plans for that project have been indefinitely postponed. Thank you for your help in this matter. Sincerely, C.J.Riley C.J. Riley Builder,Inc. P: (508) 428-6376 F: (508) 428-6076 www.cjiffley.com cj@cjri1ey.corn TOWN OF BARNSTABLE Building Department - Foundation Permit Date Permit # Name Location Insp. of Bldgs. i I l . n �1 I Town of Barnstable Regulatory Services Richard V. Scali, Director • sAMSTABM MAM �, Building Division BARNSTABI,E i639• ♦e 1609-201a Thomas Perry, CBO 573 Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 22, 2016 Mr. C.J. Riley 10 B Wianno Avenue Osterville, MA 02655 Re: 88 Tower Hill, Ostertville Dear Mr. Riley, Application has been made to, `.Build addition as to plan attached..."at the above referenced property. Information is missing and must be supplied before the application process can continue. The WFCM checklist, window protection,engineering for the steel,TJIs, LVLs, identification of tempered glass in hazardous locations, smoke and heat detectors,and RES CHECK are all missing. The wet bar has not been approved by the Commissioner and must be omitted from the plans. When these items have been addressed,the application process can continue. If you have any questions, please contact this office. Sincerely, ) t Paul Roma Local Inspector I I i ' Town of Barnstable Regulatory Services MASUL- • ElABlII�fIA� • . ` Richard V.Scali,Director rEn µd Building Division Tom Perry, CBO,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.bamstable.maus Office: 508-862-4038 Fax: 508-790-6230 Building Permit Procedure for Residential Addition Or Remodel Or Dock ❑ Determine map and parcel number and enter it on application. ❑ Historic District Commission,200 Main Street,approval required prior to construction/demolition for any properties located in a Historic District: • Old Kings Highway Historic District.(north of the Mid Cape Highway) • Hyannis Main Street Waterfront Historic District(See map for boundaries) • Historic Preservation'(if applicable). ❑ .-If ZBA relief(Special Permit or Variance is required for Project): ❑Copy of ZBA decision ❑Documentation proving that decision was recorded at the Registry of Deeds Win one year of . ZBA decision date ❑ Approvals from the following departments are required and can be obtained at 200.Main St: ❑Health'Department (8:00—9:30 AM&3:30—4:30 PM' {as of March 2°,2005) ❑Conservation Department (8:00—9:30 AM&3:30—4:30 PM) ❑Tax Collector {can be obtained from Building Department} ❑Treasurer {can be obtained from Building Department} ❑ Permit must contain complete owner information,full description of project,correct square footage of project,valuation of project(do not include hvac),building detail for Assessor's Office, complete builders information,including signature and date of application. ❑ 5 sets of reduced house plans measuring 11"x 17",scaled 1/4"=1' &fully dimensionalized are required. Plans must include a foundation,cross section,framing schedule,insulation detail & floor plan showing location of smoke detectors(located with a Red `S'.) ****** IF USING ENGINEERED LUMBER AND/OR STRUCTURAL STEEL,ENGINEERING DATA MUST BE PROVIDED****** ❑ Plot plan or mortgage survey required for any addition. ❑ Workers Compensation Insurance Affidavit form must be submitted for any workers hired. In the event the homeowner takes out the permit;subcontractors hired must supply this. Copy oflusurance Compliance Certificate must be submitted. ❑ Mass Compliance Checklist ❑ Construction Supervisors License&Home Improvement Contractor's License OR ❑ Homeowner License Eiemption Form must be submitted if homeowner is acting as general contractor or builder for the project ❑ Property owner must sign Property Owner Letter of Permission. ❑. A NON-REFUNDABLE Application Fee must be paid upon receipt of application number. All checks should be made out to the Town of Barnstable ❑ CEOWNEYS: Need Home Improvement License,no plot plan required ❑ PIMS AND DOCKS:Need Construction Super License AND Home Improvement License: OWNER CANNOT PULL OWN PERMIT. ❑ Projects requiring the use of a crane must complete the forms issued by the Aeronautics Commission TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 0B BARNSTA8LE _6 S� Map Parcel Application # el 5 Health Division , r '1 .Date Issued Conservation Division Application Fee 5 Planning Dept. D { 3`- —Permit.Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis 0MProject Street Addr ss r ' Village Owner Address �( Telephone Permit R qu s Q Square fe : 1 st flo : existing 11hdroposed 2nd floor: existing proposed Total new Z Zoning District Flood Plain Groundwater Overlay Project Valuation ($ truction 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: 2 existing �ew Total Room Count (not including baths): existing new ` First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No 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 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Jphone Number AddressLYA License# C, S - j IY7 Home Improvement Contractor# �J Email Worker's Compensation # UlQ ALL C NSTR CT DEB S RESULTI G FVOM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE U l FOR OFFICIAL USE ONLY `s APPLICATION # c DATE ISSUED MAP/ PARCEL NO. ADDRESS F VILLAGE ` OWNER CRATE OF INSPECTION: r FY--FOUNDATION r FRAME c INSULATION i j r - ° FIREPLACE f ELECTRICAL: ROUGH FINAL j PLUMBING: ROUGH FINAL Y GAS: ROUGH FINAL 1 FINAL BUILDING y , P DATE CLOSED OUT ASSOCIATION PLAN NO: - 1r, a _. a 1. -- •- , TOWN OF BARN ST'BLE�BUILDING P RMIT APPLICATION �"'Map Parcel . I -_ g: ,. " J: `Application# �— Health Division I - Date Issued Conservation Division Application Fee S D Planning Dept. r -., ,,� , Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis I 9 Project Street Address Village . J/v Owner h Address I Telephone 6 Permit nR�qu st 6 /Y Square fee : 1st flo : existing roposed 2nd floor: existing proposed Total new _7 :.Zoning"District— Flood Plain Groundwater Overlay 1 Project Valuation _ n truction Type L --Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supportin-cementation. 1 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 14, ,..P Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) dumber of Baths: Full: existing_ new Half: existing new,-,r 'Number of Bedrooms: existing -'*-new Total Room Count (not ine ucling baths): existing new First Floor Room Count I i Heat Type and Fuel: leas El Oil ❑ Electric ❑ Other f Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing '❑ new size_ ' Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: I Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ `` ° Commercial ❑Yes ❑ No If yes, site plan review # o Current Use Proposed Use APPLICANT INFORMATION i (BUILDER OR HOMEOWNER) Name L1 lephone NumberAI ; / + . ' / t Address d � License # ( '� - _ (n /7 r . ' , y Home Improvement Contractor# Email . / //I Worker's Compensation # d ALL COI NSTRYCTI'ON DEB S RESULTI G-FROM THSI.S PROJECT,WILL BE TAKEN TO /% � 2 SIGNATURE / l'' / .. DATE 112 - 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: Tlie Commronivealth ofMassadliusetts Deparbnent of Irudrestaial Accidents Office of Imrc stigadons 600 Washington Street Boston,M4 02111 nnviuu�ass gov/dia Workers' Compensation Insurance Affidavit:Bmlders/Cantractors/Electricians/Plumbers Applicant Information Please Print Le 'bI Name(Bussmessloiganizadona dhiduaiy Address: J < City/Statel2ip;.. /L ► Phone Are a an emplo_ r^Chec the appropriateb x: 'Type of project(required).: 1_kI am a employer with 4.1�9 I am a general contractor and I employees(full andfor part-time).* have hired the sub-contractors 6_ construction 2.❑ I am a sole proprietor or-partner- Tilted on the attached sheet. 7. XRemodeling ship and have no employees i These sub-contractors have g. ❑Demolition working for me in any capacity_ employees and have workers' jNo n;orkers' comp.insurance comp.insuranoe.l 9. El Building addition. required•] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers haveexercised their 11.❑Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roofrepairs insurance required.]T C. 152,§1(4�and we have ao employees.[No workers' 13.❑Other comp_insurance required.] *Any appticant:that checks box Pirrm alsofilloutthesectionbelowshowingtheirwoakers'compensationpolicyinformation_ t Homeowners who submit this affidatft indicating they are doing all wad and then hire outside contractorsmust submit a new affidavit indicating sarR tC01LtMC1arsthat check this WX mast attached an additional sheet showing the name of the sub-contractors and state whether at not those entities have employees.If the sub coatractnrshire employees,theymustprmtide their workers'romp.policy number. I au[an eiitpioyer that isproi-ding m rkers'coniperrsatiort irrsrrrance for my eniploj ees. BeI is the policy and job site informatiorL Insurance Company Name: l Policy,4 or Self-ins.Lic.4 z&tionDate: Job Site Address: 2_�441 City/State/74p: IA Attach a copy of the workers'compensation policy declaration page(showing the policy n m er Wandexpe o te). Failure to secure coverage as required under Section 25A of MGL a 152 can lead to the imposition of rrirn+nal penalties of a fine up to S1,500.00 aad.for one-year imprisonment,as well as civil penalties.in the form of a STOP WORK.ORDERand a fine of up to$250.00 a day against the iiolator. Be advised that a copy of this statement may be forwarded to the Office of Investigations ofthe DIA for insurance coverage verification. 1 do hereby certffi,r der the its and to ' of"p tty.tliatthe information prmz'ded abmle ` true/rd correct tm Siature: Date: Jfq ! Phone#: L t p Official use only. Do oat <.in this area,to be campieted by city ortoorn official. City or To-nm: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions ssachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Ma this ate,an employes is defined as."-.every person io.the service of another under any contract of hue, express or implied,oral or written." An errploya is defined as"an individual,partnership,association,corporation or other Legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the - dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGM chapter 152,§25C(6)also states that:"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to constrict buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insnx ante.coverage required." Additionally.MGL chapter 152, §25C(7)states'Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance ofpublic work until.acceptable evidence of compliance-with the ius umnce. requirements of this chapter have been presented to the contracting arrthoiity." Applicants Please fill out the workers' compensation affidavit completely,by chec1d g the boxes that apply to your situation and,if necessary,supply sub-wntractor(s)name(s), address(es)and phone number(s) along with their certificat=e(s)of u insrance. Limited Liability Companies(LLC)or Limited LiabilityPartnerships(LLP)with no employees other than the members or partners,are not required to cant'workers' compensation insarance. If an LLC or LLP does have employees,apolicy is required. Be advised that this affidayitmaybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of ludT,rural A ccidenfs. Should you have any questions regarding the law or ifyou are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance License number an the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sire to fill in the peffiit/licrose number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (may or town)_"A copy of the-affidavit that has been officially stamped or marked by the city or town may be.provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavitmust be filled out each year.Where a home owner or citizen is obtaining a license or permitnot related to any business or commercial venizse (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call- The Department's address,telephone and fax number: Tht Commonwealth of Massa.chumtls ' Department of ludustdal Accidents ' U ice of)hvestgatio= ' 6t,��ashingtQn Siz�t Bnstoia,MA Gl I l l TALI.4 617 727-49QO cat 406 or 1•977 IASSAFE Fax#617-727-7749 Revised 4-24-07 as gQ��dia 1• AFVC Gidde to TYood Construction in High Find k-eas:110 mph 6l�rrd Zorie Massachusetts Checklis.f for Corr>fiance (78o aut 3ot•),I.1)` Check 1.1 .SCOPE C°mpiiance Wind Speed(3-sec. gust).................. --------------. .......................................... ._............ 11D mph .._....._......... Wind Exposure Category....-........................__ • __-----•----......._........................... _B Wind Exposure Category................En ineenn R uired For Entire Pre.ect.......................................0 1.2 APPLICA.BILIlY Number of Stories(a roof which exceeds 8 In 12 slope shall be-considered a story) stories s 2 stories RoofPitch._...................................................................(Fig 2) .......--...--•- 51212 ' MeanRoof Height'............._.._......._._..........._._...•--•- = (Fig 2)................................................. ..._._......... -ft _c•33' - .... _ Building Width,W..........................:..................-...--••----:-(Fg 3) _..:.._.... � _. -• ft Building Length,L .............._.____......... __...-------__..._._..:.(Fig 3)._.._........................ — .............. _ft s0` Building Aspect Ratio(LIW) ----_:_.--...------------------------------(Fig 4).-----------•-•---- <3-1 Nominal Height of Tallest Opening2 ................... (Fig 4).......-......----- S 6'B' 12 FRAMING CONNECTIONS Genaral compliance with framing connections......._........_.(Table 2).................................:. 2.1 FdUNDATION . Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete__... ... ................................................. Concrete Masonry.............................................................. 22 ANCHORAGE TO FOUNDATIONt'3 5/8'Anchor Boltsdmbedded or 5/8"Proprietary Mechanical-Anchors as an,altematfve in concrete only Bolt Spacing-general...... .........................._._::(Table 4)............... :•-.-.. in. -•-••------- Bolt Spacing from endroint of plate....._._...___. .........................5) � _._.._.. in._c 6'-12". Bolt Embedment-concrete..._.._...._.............._..._._.....(Fig 5)......_.."•....__.._. - > Bolt Embedment-masonry...................:.....................(Fig 5)____.;....... -.... _15" Plate Washer..:.._....:....................._—------•..._...._...(Fig 5)----•-•-•---•-------•--------•--.....•----_- rn_> '3"x 3'x%' 3.1 FLOORS. Floorfaming member spans checked' .-_-"--------------=--_.-.(per 780 CMR Chapter 55)_............_.......... Maximum Floor Opening'Dimensfori..............._......_.....__..(Fig 6)........... ____....___.._.._..__ ' t<_12 ........._.. Full Height Wall Studs at Floor Openings less than 2'from Exterior Waif(Fig 6)....................................... M�dmum.Floor Joist Setbacks - Suppoiting Loadbearing Wafts or Shearwalf...._..........(Fig 7)............._....-._.-_. _. ft 5 d Maximum Cantilevered FioorJoisLs T .. Supporting Loadbearing Walls'or Shearwall............._(Fig 8)......................•--•---......._.:._. ---- ft s dFloorBrcng at Endwalls....................... - ...._.(Fig 9).... ..--- - ----...............•-•-..........._.Floor Sheathing Type '.::....__...---._...---"._.--.-"--.__..-----.._-.--(per 780 CMR•Chapter 55)........0....._...__-- -•----- Floor Sheathing Thickness....:.............. ..--_(per 786 CMR'Cha ter 55 Floor Sheathing 174stening_..........................._..._.............(Table 2)__d nails at in edge/-in field 4.1 WALLS Wall Height Loadbearing ;._.._.__--..-------------- .. (Fig 10 and Table 5 c 101 Nan-Loadbearing walls.................................._____(Fi 10 and Table 5)........................ ft's 2D' Wal Stud Spacing (Fig'f 0 and Table 5)_._........._.__.._fn.c 24'o.� ._.._."-.--•--••--.--•----. _ Wall Story Offsets•• _..--------------__.--•-......................:..(Figs 7�8),y.- - ,........-•- c 42 EXTERIOR•WALLS' " Wood St ids Loadbearingvralls:..................................................(Tattle ) .....:..................._.2x__ ft in. Non-Laadbearfng•walls.-----------------------------................(Table 5)..............................2x - ft fn. ' Gable End Wall Bracing — Full Hef�htEndwallStuds...-------------------------------------(Fig ID)............................ _......._.: _..._.-._ _. WSP-Attic Floor Length.--. - ::.._...._:....._-— (F911)..._._.___.._......._ ft zW/3.---.-----•.._:..._ Gypsum Ceiling Length(if WSP not used).................:.(Fig 11)..._..._....._...___.................. ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft o.c •(Fig 11). ......:......................_.... _ or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 41t spacing in end jots--ortrTlss bays Double Top Plate Space Length _..---.._.,_.:.............................—Fig 13 and Table 6)..................................... it Splice Connection(no.of 16d common nails).._..........(Table 6)..........._................. ATVC Guide to PVoud Canstructiou irc Higfi [-Vied Areas: 110 mpti kYtnd Zofac r' NfassAchusetts Checklist for Compliance (790 CA4R5301.7.1.0 Loadbearing Wall Connections Lateral(no-of 16d common nails).._.............................(Tables 7)--------_--.--.--.....-.---_- ................... . Nan-Loadbearing Wall Connections Lateral(no-of 16d common nails)............................__(fable 8)_._......--••-------------------------------------- Load Bearing Wall-Ope'nings(record largest opening but check all openings for compliance to Table 9) HeaderSpans . ..............._.....................--................(Table 9)............................._.... ' ft in.5 III SINPlate Spans' ...............:.................•--..................(Table 9) - ....::..:..._........................... ft_in.511' Full Height Studs (no.of studs)--............._:..........,_....(Table 9)......................................._..... .... Non-Load Bearing Wall Openings (record largest opening bfrt check aft openings for compliance to Table 9) HeaderSpans...............................•---------........._.._._....(Table 9)................_..........-....— in.512' Sill Plate Spans.........................................._...............(Table 9)......--_.... .................—ft in.9 12" Full Height Studs(no.of studs)...................._.___.....(Table 9)........_......................._.............. ___.. Exterior WaIi Sheathing to Resist Uplift and Shear Simuftaneausly4 Minimum-Bw1dfng Dimension, W t • Nominal Height of Tallest OpeningZ ......................._---------:..........................--------••---- SheathingType............._.__............_............(note 4)--.--.................._..................—..... -Edge Nail Spacing—...............___._._.........___.(Table 10 or note 4 if less)............._._..... in. Feld Nail Spacing .. able 1D in. Shear Connection(no.of 16d common nails)(Table 1 D):.....-_-..._..................................... r_. Percent Full-Height Sheathing..........._......:...(Table 10)...... _.................... ° 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest DpeningZ —BIB, SheathingType........_.......-..........................(note 4)._._....--..... __....------.---- . Edge Nail Spacing........................_.....—_..._•(Table 11 or note 4 if less)----------------------- in. Field Nail Spacing.._......................................(Table 11):__.._.._.__.,---•--------.._--.-..-- ......... in. Shear Connection(no. of 16d common nails)(fable 11.)...........:............._---__-_.__.-..............._ Percent Full-Height Sheathing............_.._......(Table 11)------.----_--------------_------------_- —% 5%Additional Sheathing for Wall with'Opening>6'8'(Design-Concepts).................L. Wall Cladding Ratedfor Wind Speed?-_-•---------------------------_......................... .....----........_._...------_----------••--•--------. 5.1 kZDDFS_ Roof framing member spans checked?..........._...._.....(For Rafters use AWC Span Tool,see aBRS Website) Roof Overhang ...................................................(Figure 19)._.........._ft 5 smaller of 2'or t13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uprift............_..........._......---..._�.(fable 12)........-.............._............ U= plf Lateral...............—...........................(Table 12)..—...................................L= plf Shear......-......----.................—._...--.(.Table 12).......................................—.S= pl{ Midge Strap Connections,if milarties not used per page 21... (Table 13).........._........._......_T= plf Gable Rake Outlooker.................-_............_...___.-_(Figure 2D) ..__.._......_fl:5 smaller of 2'of L!2 ' Truss or Rafter Connections at Non-Laadbearing Walls Proprietary Connectors Uplift_.............._...:........----•-_-._..(Table 14).•-..............--•-------•-•--•-•--_U= Ib. Lateral(no.of.16d common nails)...(Table 14)................... _ Roof Sheathing Type__.____._.._........._..........._...._......(Per TBD.CMR Chapters 513 and 59) ............ Roof Sheathing Thickness..-._......_____.......__---=--------------- _-_...___.. in._7/16'11rSP Roof Sheathing Fastening.........................................(Table 2)-.............................................--•-..... Notes: 1. ;This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply vrith the requirements of 7BD CMR.53D1.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs am not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 IS. 2b Gage Straps per Figure 11 ; c. Uplift Straps per Figure 14 d_ All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1 Ba and Figure 18b Exception:Opening heights of up to 8 fL shall be permitted when 5% is added to the percent full-helght sheathing requirements shorn in Tables 10 and 11. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated f#2-giade. - AiYC Gicide to )Food C.orrstructioa iri High 14 irzdAreas' 110 mph I-Yi7xrdZon' 4' Massachusetts Chec.ldist for Compliance (90 CrAR 530i?..f:1)' 4. a. From Tables-10 and 1 i and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows: 1. Panels shall be installed with strength axis parallel to studs. ; ir. All horizontal joints shall occur over and be nailed to framing. ill 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 attachmeht 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 ad staggered 9t 3 inches on center per figures below:Vertical and Horizontal'NNailing for Panel Attachment 5. .Glazing protection: a)new house or horizontal addition—required if project is 1 mile or closer to shore(generally,south of Rte.28 or north of•Rte.6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows-needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(VJFCM)for i 1 o MPH,Exposure B.may be obtained from the American Wood Council (AWC)website. . W3r=MTM EDGEt0srs ox r usEsd wars li li ii i ' 11 tr n 11 [1 r t o o � i t 1 ti C; r •Q I1 r 6 it o n ii z ' z i t t• a 1 11 1 11=/dCrWTE l! L I 1 k tL Ll y 1t 1'"W_ H + 1 ,iL_ 'ill � •. ..-� -__y � - • DDtJ9LF ,; STAGGEFE 3`MMd f tAlL5PkG1NG t NAIL PATTE M -� PRke- PkNl — 1 r'AM=_rDGE rAU6LEMAX-M&ESPAMIZ DMT- See DBfail on Next Page Vertical and HD(=nlai Nailing Detail . for Panel Attachment Vertical and HDrizantal Nailing for Pane!Attachment . BARNSUBM . NAM Town of Barnstable _._ Regulatory Services Richard V.Scali,Interim Director 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 Property Owner Must Complete and Sign This Section If Using A Builder d H lV C7d�-` , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work autho ed by this building permit application for: (Address of Job) /2 Signs of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. TAKEVIN_MBuilding ChangesEXPRESS PERMMEXPRESS.doc Revised 061313 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen-isor License: CS-066147 CRAIG J RILEY PO BOX 382 Osterv7le MA Ozass �.�.• 'r�"�' Expiration Commissioner 0210S(2017 ��78�amnaan[rrealrfi o�VUGcrJ:Jac�rr� k0Office of Consumer Affairs&Business Regulation OME IMPROVEMENT CONTRACTOR egistration: 125799 Type: xpiration: 1/3012016 Private Corporatic C.J. RILEY BUILDER INC CRAIG RILEY 10 B WIANNO AVE. OSTERVILLE,MA 02655 Undersecretary License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston,MA 02116 °t v./ it out sign rr Client#: 10798 2RILEYCJ ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/01/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling &O' Neil Insurance Ag PHONE 508 775-1620 FAX 5087781218 973 lyannough Rd, PO Box 1990 E-MAIL Ext: A/C No ADDRESS: Hyannis, MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# 508 775-1620 INSURER A:National Grange Mutual Insuranc INSURED INSURER B: C.J. Riley Builder, Inc. P.O. Box 382 INSURER C Osterville, MA 02655 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A GENERAL LIABILITY MPOS9664 5/02/2015 05/02/201E EACH OCCURRENCE $1 OOO OOO X COMMERCIAL GENERAL LIABILITY DAMAGE T RENTED PREMISES Ea occurrence $500 000 CLAIMS-MADE FY OCCUR MED EXP(Any one person) $1 O 000 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000 OOO POLICY F1 JE a LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTIONS $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N FFICER/MEMBER EXCLUDED? ❑ N/A E.L.E EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ----``-'-� ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S158484/M158482 LS1 AC& CERTIFICATE OF LIABILITY INSURANCE r ATE(MM1DDIYYYYI 10/01/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(iss)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomemen s . PRODUCER NAM :CONTACT Linda Sullivan DOWLING&O'NEIL INSURANCE AGENCY A"O"N EXt: (508)775-1s2o F'C N, E-MAIL ADDRESS: lsuilivan@doins.com 9731YANNOUGH RD. INSURERS AFFORDING COVERAGE NAIC8 HYANNIS MA 02601 INSURERA: ACE AMERICAN INSURANCE CO 22667 INSURED INSURER B: C J RILEY BUILDER INC INSURERC: INSURER D: PO BOX 382 INSURER E: OSTERVI LLE MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: 3140 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL UBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER M/DD/YYYYI (MM/OD/YYYYI LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE DOCCUR PREMISES a occurrence $ MED EXP one person $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ FIPOLICY JJECT- LOC PRODUCTS•COMPlOPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea aCddenl ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS AAUTOESULED N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Peracdtlent $ UMBRELLALIAB OCCUR EACHOCCURRENCE $ tDECC ESS LIAB CLAIMS-MADE N/A AGGREGATE $ I I RETENTION $ WORKERS COMPENSATION X I S�TATIlTE ER AND EMPLOYERS'LIABILITY_ Y/N A OFFICEWMEMBEREXCLU EXCLUDED? CUTIVE IUA WA N/A 6S62UB2E89906915 05/05/2015 05/05/2016 E.L.EACH ACCIDENT $ 500,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no autholization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/Iwd/workers-compensationrinvestgatons/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 �" k Daniel M.Cro4v y,CPCU,Vice President-Residual Market-WCRIBMA ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Client#: 10798 2RILEYCJ ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 10/01/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling &O' Neil Insurance Ag PHONE 508 775-1620 FAX 5087781218 973 lyannough Rd, PO Box 1990 e a Lo Ext: ac,No ADDRESS: Hyannis, MA 02601 508 775-1620 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:National Grange Mutual Insuranc INSURED INSURER B: C.J. Riley Builder, Inc. INSURER C P. 0. Box 382 Osterville, MA 02655 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY MP059664 5/02/2015 05/02/2016 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES(E.occur°nce) s 500 000 CLAIMS-MADE FX_1 OCCUR MED EXP(Any one person) $10 000 PERSONAL&ADV INJURY $1,000,000 GENERALAGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION John Crowe SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 88 Tower Hill Road ACCORDANCE WITH THE POLICY PROVISIONS. Osterville, MA 02655 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S158483/M158482 LS1 DATE(MMIDDNYYY) ACORa CERTIFICATE OF LIABILITY INSURANCEF4� 10/01/2015 'THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s . PRODUCER "TAT NAME: Linda Sullivan DOWLING&O'NEIL INSURANCE AGENCY A"$"N Ext, (508)775-1620 FAQ No): E-MAIL ADDRESS: Isullivan@doins.com 973IYANNOUGH RD. INSURERS AFFORDING COVERAGE NAICS HYANNIS MA 02601 INSURERA: ACE AMERICAN INSURANCE CO 22667 INSURED INSURER B: C J RILEY BUILDER INC INSURERC: INSURER D: PO BOX 382 INSURER E: OSTERVILLE MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: 3143 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MIDDIYYYY MIDD/YYYY COMMERCIAL GENERALLIABILRY EACH OCCURRENCE $ CLAIMS-MADE OCCUR PREMISES a occurrence $ MED EXP one person $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY 0 JPERC'T- LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED PROPERTYDAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIHB CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION �/ $ WORKERS COMPENSATION /� STATUTE ER AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNEPJEXECUTIVE Y/N E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBERE(CLUDED? wA N/A NIA 6S62UB2E89906915 05/05/2015 05/05/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If gas,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached It more apace Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 0306 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This Certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.govAwd/workers-compensatio nfinvestigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN John Crowe ACCORDANCE WITH THE POLICY PROVISIONS. 88 Tower Hill Road AUTHORIZED REPRESENTATIVE Osterville MA 02655 �"'( Daniel M.Cro yv ey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD J ?2/ O15 88 Tower Hill Rd-GaVle Maps Google Maps 88 Tower Hill Rd 5�10^Rd £F��sy� �cle a kA A \`A4keayenPein1i.g._ Mpve Seu`hsf- d WO�6 e, minry Cl f000 V p E C ma St % Annsrrong-Bay St RefkY r �Rpo ti ° 6minwed�Main'st � ry �gdn�t� � 90, 1 / aur lady o Of the Pan Assump7ron Chtscn It k., �1 d c YeCM nerd arms 8 H s10 iW'y �/= W ea FAY-Rd Y Rd m r OystHa M.** �p �� C�oogle /�� Map data©2015 Google 500 ft a ■ i IMS t rs' 88 Tower Hill Rd Barnstable, MA 02655 httpslMrww.google.com/maps/place/88+Tower+Hill+Rd,+Osterville,+MA+026551@41.6278858,70.3830572,16z/data=!4m2!3ml!ls0x&gro327d8l4ddb03:Oxf2... 1/2 � 1 12/9/2015 88 Tower Hill Rd-Google Maps Measure distance Total distance: 3,335.91 ft (1.02 km) https:/ANww.google.com/maps/placet88+Tower+Hill+Rd,+Oster,ville,+MA+02655/@41.6278858,,70.3830572,16z/data=!4m2!3m 1!1sOx89!b327d814ddbO3:Oxf2... 2/2 1111MIN Town Boundary - 123Tk Parcels FY2015 117-157 1234 Address Street Numbers #99 Buildings I ® MOmal.ocations of { %i OL.-J Above Ground Swimming Pools e 1t}1_030 00 �' 141-024 x QOIn Ground Swimming Pools '(; •--`""" #98 e Walkways Improved l j =---n Walkways Unimproved Paths j ® Stairways ............................. L Paved Roads I Unpaved Roads Paved Driveways j • Unpaved Driveways Painted Lines 0 7 Paved Parking Lots ,F 0 Unpaved Parking Lots ® Bridges Railroad 141-03.1 X� Fences I O Guardrails I J f — Retaining Walls i = • -0®-® Stone Wallslilb7-356---------.., w : Qo Sports Areas #9'1 'k �o� O Golf Areas Docks/Piers ; ® Boardwalks _ I (ZZ::M Jetties '� �• Streams I j - - - Drainage Ditches Marsh Areas Water Bodies X Spot Elevations(NAVD88) Topo 10 It Contours(NAVD88) I, - 141-032 C� Topo 2 ft Contours(NAVD88) I #76 Wooded Areas Street Trees j xCatchbasins Monuments 1 Lamp Posts I J, 4 Towers I , ULManholes Utility Poles O Satellite Dish O � a �p O■Fuel Tanks T Signs Flagpoles Water Tanks I Y O Utility Boxes ' O Posts 41 Pilings V Town of Barnstable p' i inch- Data S011rCe Human-made features, Disclauner This ma is for planning purposes only. It is -30,f¢¢t N hydrography,topography,and vegetation were Parcel lines on this map are only graphic not adequate for legal boundary determination '-- - F¢et /�}�\Conservation Division interpreted from 20o8 aerial photographs and representations of Assessor's tax parcels.They or regulatory interpretation.This map does no p 5 10 20 30 40 W ZSA] �E hm://www.town.bamstablc.ma.us may have been updated from more current are not true property boundaries and do not represent an on-the-ground survey. �`1r� i GENERAL STRUCTURAL NOTES WOOD FRAMING NOTES TYPICAL LUMBER NAILING SCHEDULE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MASSACHUSETS STATE 1. ALL ROUGH FRAMING SHALL bE NO.2 OR BETTER SPRUCE-PINE-FIR,UNAS r� NAILING SHOWN IS TYPICAL EXCEPT AS NOTED ON RAM USE COMMON NAILS. ' RESIDENTIAL BUILDING CODE(BTH EDITION) OTHERWISE NOTED OR SHOWN ON THE DRAWINGS. ) I. JOISTTO SILL OR GIRDER,TOENAILS 3.8d � 2. THE CONTRACTOR SHALL NOT SCALE THE CONTRACT DRAWINGS. 2. ALL TWO(2)INCH NOMINAL LUMBER TO BE SEASONED TO 19%MAXIMUM 2. BRIDGING TO JOIST,TOE NAIL EACH END 2-8d 3. TYPICAL AND CERTAIN SPECIFIC CONDITIONS HAVE BEEN DETAILED ON THE DRAWINGS. MOISTURE CONTENT. 3. 1'x6'SUBFLOOR OR LESS TO EACH JOIST,FACE NAIL 2.8d S11O1ZOR'B'X'1'1 S UP TO 12'DEEP THREE FOR CONDITIONS NOT SPECIFICALLY SHOWN,THE CONTRACTOR SHALL PREPARE DETAILS 3. ALL LUMBER AND PLYWOOD SHALL BE GRADE-STAMPED BY THE APPROPRIATE R 12'DEEP 'FORT HILL SIMILAR TO THOSE SHOWN AND SUBMIT THEM WITH THE RELEVANT SHOP DRAWINGS MANUFACTURER'S ASSOCIATION FOR THE APPROPRIATE USE. TO THE ENGINEER FOR APPROVAL. 4. WIDER THAN 1'x6'SUBFLOOR TO EACH JOIST,FACE NAIL }gd iu�4urvirP..v 4. ALL EXISTING CONDITIONS,DIMENSIONS,AND ELEVATIONS SHALL BE VERIFIED BY THE 4. ALL WOOD IN CONTACT VOTH CONCRETE,MASONRY,OR EARTH SHALL BE S. 2'SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2-16d CONTRACTOR PRIOR TO SUBMISSION OF RELEVANT SHOP DRAWINGS FOR REVIEW AND PRESSURE TREATED WITH A CCA-00.40 PROCESS Strategic Perspective, PRIOR TO COM MENCEMENT OF FABRI CATION AND CONSTRUCTION. S. ALL WOOD FRAMING SHALL BE BUILT PLUMB,LEVEL,SQUARE,AN D TRUE WITH 6. SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL I6'O.C. I6d AT AILS-13/4"LVL ADEQUATE BRACING AND CONNECTION HARDWARE TO ENSURE A RIGID Exceptional Results 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF FIELD CONDITIONS STRUCTURE. - 7. TOP PLATE TO STUD,END NAIL 2.16d - WHICHAREINCONFLICTWITHTHESTRUCTURAL CONTRACT DOCUMENTS. 6. ROUGH CONNECTIONS SHALL BE ACCURATELY CUT AND TIGHTLY FRIED AS ADDRESS NECESSITATED BY THE CONDITIONS ENCOUNTERED TO PROVIDE FULL BEARING 8. STUD TO SOLE PLATE NAILS OR 4-Bd TOE NAILS 2-I6d END ZVD54 FL L.S'fRFF.( 6. THE DESIGN,ADEQUACY,AND SAFETY OF ERECTION BRACING,SHORING,TEMPORARY WITHOUT USE OF SHIMS. 7EACH 1ND FLOOR SUPPORTS,AN D OTH ER METH ODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE 9. DOUBLESTUDS,FACE NAIL 12-O.C. I6d AT 903TO.V,M4 07111 CONTRACTOR. 7. ALL FLOORS AND THE ROOF SHALL BE SHEATHED WITH 3/4-TONGUE AND GROOVE 10.DOUBLED TOP PLATES,FACE NAIL I6'O.C. I6tl AT T 617548-1407 7. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL CONTRACT DOCUMENTS WITH STRUCTURAL I PLYWOOD,GLUED AND NAILED,UNLESS OTHERWISE SHOWN OR 717.1E GAIllCrAA'.PE CIVIL,ARCHITECTURAL,MECHANICAL,PLUMBING,AND ELECTRICAL DRAWINGS BEFORE NOTED. 11. TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-I6d COMMENCEMENT OF WORK AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS. B. ALL PLYWOOD SHALL BE LAID WITH LONG DIMENSIONS PERPENDICULAR TO SUPPORTS. STAGGERALLIOINTS.PROVIDE BLOCKING AT ALL JOINTS ONLY 22. CONTINUOUS HEADER TWO PIECES 16-O.C.ALONG EA.EWE 16d AT DESIGN LOADS WHERE SHOWN ON PLAN. +9. ALL PLYWOOD SHALL BE FASTENED WITH 10d NAILS 6"ON CENTER,IOd NAILS @4" 23. CEIUNG JOISTS TO PLATE,TOE NAIL 3.8d 1. FLOOR LIVE LOADS ONCENTER(SECOND TO FIRST FLOOR)AT SUPPORTED PANEL EDGES AND AT ICI" 14. CONTINUOUS HEAOEfl TO STUD,TOE NAIL 4-Bd ON CENTERAT INTERMEDIATE SUPPORTS,UNLESS OTHERWISE SHOWN OR NOTED(SPECIFIC SHEAR WALLS&DIAPHRAGMS).A.FIRSTFLOOR-40 PSF15. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL }Ifitl B.SLEEPING ROOMS ABOVE FIRST FLOOR-30 PSF 12"O.C.O 10. ALL INTERIOR DOOR HEADERS SHALL CONSIST OF TWO 2X8'S WITH ONE LAYER OF 16. CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3.16d 2. ROOF LIVE LOADS 1/2"PLYWOOD SPACER,UNLESS OTHERWISE NOTED OR SHOWN ON THE A.SNOW 50(GROUND SNOW)PSF DRAWINGS.FOR 2.6 EXTERIOR STUD WALLS,ALL EXTERIOR WINDOW AND DOOR 17.RAFTER TO PLATE,TOENAIL 3-8d HEADERS OVER THREE(3)FEET WIDE SHALL BE THREE 2X8'S WITH TWO LAYERS OF 3. WIND LOADS 1/2'PLYWOOD,U.N.O.AT EXTERIOR HEADERS,1"THICK RIGID INSULATION MAY 18.I"GRACE TO EACH STUD AND PLATE,FACE NAIL 2.8d A.REFERENCE WIND VELOCITY=100 MPH(3 SECOND GUSTS) BE USED IN PLACE OF(2)1/2"PLYWOOD SPACERS;LOCATE BETWEEN DOUBLE 19,1'xW SHEATHING OR LESS TO EACH BEARING,FACE NAIL 2-8d B.REFERENCE WIND PRESSURE=20 PSF HEADER AT OUTSIDE FACE AND SINGLE HEADER AT INSIDE FACE. C.EXPOSURE=D ! N 0.DES IGN METHOD 2 11. ALL HEADERS OVERSIX(6)FEET IN LENGTH SHALL REST ON DOUBLE STUD POSTS 20..WIDER THAN I'x8"SHEATHING TO EACH BEARING,FACE NAIL 3.8d TYP BEAM NAILING E.MAIN LATERAL SYSTEM PRESSURE 25 PSF AS AMINIMUM,UNLESS OTHERWISE NOTED ON THE DRAWINGS. 1 TUTS �� 21.BUILT-UP CORNER STUDS 24"O.C. I6d AT FOUNDATIONS 12. SIMPSON CONSTRUCTION HARDWARE(OR APPROVED EQUAL)SHALL BE FASTENED N ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND NAIUNG SCHEDULE. 22.BUILT-UP GIRDER AND BEAMS 32'O.C.AT TOP&BOTTOM 20d AT OIL BEARING: THE GENERAL CONTRACTOR MUST BE FAMILIAR WITH,AND HAVE THE 1. SOILBEA OOTINGS...........DESIGNED FOR ALLOWABLE BEARING APPROPRIATE PRODUCT CATALOGS ON SITE.ALL EXTERIOR CONNECTORS AND 23:,2'PLANKS EACH BEARING 2-I6d AT V S PRESSURE OF I.0 T5F NAILING TO BE STAINLESS STEEL. H 2. EXCAVATION.......................EXCAVATE TO LINES AND GRADES TO PROPERLY A ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDINGTO THE N ) INSTALL FOUNDATIONS ON UNRESTRICTED SOIL.IN NO CASE SHALL THE BOTTOM INSTRUCTIONSE,THE,MTERI CATALOG.INCORRECT FASTENER OF FOOTING BE LOCATED LESS THAN 4'-0'BELOW THE LOWEST ADJACENT QUANTITY, FASTYPEMARE COMMON FINISH AIMAY CAUSE THE CONNECTION TO FAIL.16D FASTENERS ARE COMMON NAILS(8 GAGE X')UNLESS AND LI.� SURFACE EXPOSED TO FREEZING. 1 CANNOT BE REPLACED WITH 160 SINKERS(9GAGE%}3/4')UNLESS ( NUT WASHER J OTHERWISE SPECIFIED. EPDXY ADHESIVE TO COMPLETELY FILL VOID 3. SLABSBACKF L WITH APPDERROVED OVERLAB G GARDE..........L PLACED IN 6' LAYE S AND REQUIRED BELOW -� J -- SLABS WITH APPROVED GRANULAR SOIL PLACED IN 6'LAYERS AND COMPACTED 111 EXISTING BETWEEN BOLT OR REBAR AND HOLE IN WALLS T095x DENSITY AT OPTIMUM MOISTURE CONTENT AS DEFINED BY ASTM O.1557, S.BOLT HOLES SHALL BEAMINIMUM OF I/32'ANDAMA%IMUM OF I/]6"LAi1GER 1• ANCHOR BOLT MgTERI PROVIDE S.S.SCREEN TUBE AT MASONRY WALLS. J METHOD D. THAN THE BOLT DIAMETER(PER THE 1997 NOS,SECTION 8.1.2.3.1. T OR REBAR ,',-, H LiJ w 4. FOUNDATION PLACEMENT AND PROTECTION..............DO NOT PLACE FOUNDATION C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. �� 'D'=BOLT OR 'H'=HOLE DIA I- REBAR BOLT OR REBAR REQUIRED REWIRED HOLE u N .J CONCRETE IN WATER OR ON FROZEN GROUND.PROTECT IN-PLACE FOUNDATIONS 'T L OUTSIDE DIA. OUTSIDE DIAMETER EMBEDMENT LENGTH ONYETER w D.PNEUMATIC NAILERS MAYBE USED TO INSTALL CONNECTORS,PROVIDED L" AND SLABS FROM FROST PENETRATION UNTIL THE PROJECT IS COMPLETE.DO NOT -D'(INCHES) "E'ONCHES) DJCHES TNECORflECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED ( ) EXCAVATE WITHOUT ENGINEER'SA WRITTEN BOTTOPERMIM EDGE OFON.ANY SOILS BELOW I Z = IN THE NAIL HOLES.TOOLS WTIN NAIL MOLE{OCATING MECHANISMS SHOULD EMBEDMENT HYPOTHETICAL PLANES BEGINNING AT THE BOTTOM EDGE TI EXISTING FOOTINGS ' W AND EMENDING DOWNWARDS AND AWAY FROM THE FOOTING AT A 1:3 SLOPE. BE USED.FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE ' THE APPROPRIATE SAFETY EQUIPMENT. � LEN'� .E. 3/8 33/8 7/I6 NOTES: 1/2 41/2 9/16 O J 0 t/1 H E.JOISTS SHALL BEAR COMPLETELY ON THE CONNECTOR 5/8 55/8 3/4 to 89 w BE H 1 SEAT AND THE GAP BETWEEN THE JOIST AND THE HEADER 1.1 11 )+ 3.DRILL HOLES,CLEAN OUT AND INSTALL EPDXY AND BOLT 3/4 63/4 7/8 REBAR IN ANCHOR W SHALL NOT EXCEED 1/8'. "' STRICT CONFORMANCE OF EPDXY MANUFACTURER'S WHITTEN 7/8 7 7/8 1 J S. UNDERPINNING................DESIGN OF UNDERPINNING AND LAGGING BY I RECOMMENDATIONS.REFER TO SPECIFICATION SECTION 03300 FOR BOLTS 1 9 11/8 CONTRACTOR.SUBMIT DRAWINGS AND CALCULATIONS,STAMPED BY ADDITIONAL EPDXY REQUIREMENTS. 11/4 111/4 13/8 = O PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF 13. UNLESS NOTED OTHERWISE,602.31)MINIMUMOFASIRC FASTENING WOOD MEMBERS SHALL t 11/2 131/2 11/8 w J = CONFORM TO TABLE 602.3(1)OF THE 20091RC CODE.WHERE CONFLICT WITH w J �_ MASSACHUSETTS,TO THE ENGINEER FOR REVIEW 2.UNLESS OTHERWISE INDICATED ON DRAWINGS,PROVIDE THE - ,:LING SCHEDULE ON (' EMBEDMENT LENGTH AND HOLE DIAMETER INDICATED IN THE SCHEDULE #3 BAR 4 1/2 1/2 w THIS O DRAWING,USE HEAVIER NAILING. ( (THIS SHEET),FOR THE BOLT OR REBAR SI2E INDICATED ON THE DRAWINGS. #4 BAq 6 5/8 O O Z / #S BAR 71/2 3/4 yJ 14. ALL PLYWOOD OR OSB SHALL BE APA RATED AND SHALL BE ADEQUATELY SPACED ( 3.EPDXY BOND STRENGTH IS TO BE BASED ON A SAFETY FACTOR(S.F.)OF REBAR #6 BAR 9 7/8 �v Z AT JOINTS(1/8'TYP)AS REQUIRED BY APA FOR EXPANSION. 4,0, #7 BAq 301/2 1 u 10,00 V 0 #8 BAR 12 11/8 STRUCTURAL STEEL NOTES 15. ALL SOLID WOOD POSTS SHALL BE DOUGLASS FIR NO.I OR BETTER. #9BAR 131/2 13/8 16. BEAMS NOTED AS"PSL'SHALL BE'PARALLAM"AS MANUFACTURED BYTRUSJOISI EPDXY DETAIL STRUCTURAL SHAPES: MACMILLAN(E=1,800,000 PSI,FB-2900 PSI).PARALLAM PRODUCTS SHALL BE n�� ADEQUATELY STORED AND COVERED AT THE JOB SITE TO BE PROTECTED FROM WIDE FLANGE SHAPES..............ASTM A992,OR ASTM A572 GRADE 50(Fy=50,000 PSI) WATER DAMAGE PRIOR TO INSTALLATION. j 17. BEAMS NOTED AS'LVL'SHALL BE AS MANUFACTURED BY TRUSS JOIST SECTION(HSS).........................ASTM ASOO GRADE 8(Fy=46,000 PSI) MACMILLAN(E=1,900,000 PSI,F8=2,900 PSI).LVL PRODUCTS SHALL BE - `t TYPICAL EPDXY ADHESIVE SCHEDULE B1 ADEQUATELY STORED AND COVERED AT THE JOB SITE TO BE PROTECTED FROM �/- NTS BOLTED CONNECTIONS..............FOR BOLTED BEAM CONNECTIONS NOT SHOWN ON THE WATER DAMAGE PRIOR TO INSTALLATION. DRAWINGS 18. SHEAR WALL SHEATHING SHALL BE IN ACCORDANCE WITH SHEARWALL SCHEDULE. ( REV 04TE OFSOiiPTIW PROVIDE THE FOLLOWING NUMBER OF A325 3f'DIAMETER BOLTS. ALL SHEETS SHALL BE STAMPED WITH THE MANUFACTURER'S INFORMATION AND F 3 FOR W30 BEAMS SHEATHING CERTIFICATION. z DRAWING ISSUE:PERMrr 19. ALL STUDS SHALL ALIGN WITH JOISTS AT TYPICAL AREAS SUCH AS OPENING (2)2x TOP PLATE ISSUE DATE:12.05.16 PROVIDE ANGLES AND PLATES WITH A THICKNESS TO DEVELOP THE JAMBS,PROVIDE STUDS OR BLOCKING TO MAINTAIN A SOLID CONTINUOUS LOAD CAPACI OF THE BOLTS PROVIDED.AT EXPOSED BRACED FRAME PATH TO FOUNDATION. CONNECTIONS USE A49OTENSION CONTROL BOLTS ROUND HEADS ' ORIENTED TOWARDS BUILDING INTERIOR.TIGHTEN NUTS TO SNUGTIGHT HEADER SCHEDULE(U.N.O.ON PLANS) SEAL: CONDITION. J 2x6 STUD WALLS ANCHOR BOLTS...............................ASTM A307 OR ASTM FI554 GRADE 36 BOLTS(LION) ROOF ONE FLR ONE FLR + ROOF tiM 4v W ON THE DRAWINGS. I SCHIINEAD 7,SEE OPENING 2x STUD SCEEWIE FOR RKNAS WELDING ELECTRODES..................CONFORM TOAWSSPECIFICATIONS FOR ELECTRODES FgAMIING SRE LESS THAN 3'-0' 2-2X6 2-2X6 3-2X6 tllY LU BASED ON WELDING SEE FRAMING PROCESS AND THE TYPE AND GRADE OF STEEL.(E70XX,MIN.) PLAN FOR ADD'L 2X BLOCKING Ib 90 INFORMATION OYID-HEIGHT 3'_1'L#S'-0• 2-2X8 2-2X8 3-2X8 ERECTION....................................A PROVIDE ANCHOR LUMNS.STEEL WEDGES,THREADED ( PEN TYPICAL O BEARING 4, SCAEWS OR SHIMS TO SUPPORT AND PLUMB ALL COLUMNS.E BOUT SOLID UNDER BASE WALLS PLATES IMMEDIATELY AFTER COLUMNS ARE PLUMB.PROVIDE BEARING PLATES AND WALL ANCHO0.50R ANCHOR BOLTS FOR ALL BEAMS RESTING ON CONCRETE AND ALL i S•-,•Lc r-0• 2-2Xlo 2-2X10 3-2X10 OTHER NECESSARY CONNECTING HARDWARE.SET ANCHOR BOLTS USING TEMPLATE 1 GALUGAN DO NOT FIELD CUT OR FIELD MODIFY ANY STRUCTURAL STEEL WITHOUT PRIOR WRITTEN APPROVAL BY ARCHITECT FOR EACH SPECIFIC CASE. 7•-1•L#W-O' 2-2X10 2-2X10 3-IX12 PAINT.............................................SHOP PRIME ALL STEEL NOT ENCASED IN CONCRETE NOTBO: - OR TO BE FIREPROOF FOP ALL EXPOSED STEEL,USE ATHREE COAT PAINT SYSTEM WITH A I. PROVIDE AND INSTALL HEADERS IN ACCORDANCE WITH THE ABOVE SCHEDULE PROJECT NUMBER:FH 16-X7IX HNC-RICH PRIMER,ON EPDXY INTERMEDIATE COAT,AND A PROTECTIVE TOP COAT,OR (2)2.SOLE PLATE. FOR INDICATED RWOI OPENINGS ON ARCHITECTURAL PLANS AND UNLESS NOTED MOT-DIP GALVANIZE THE STEEL AFTER FABRICATION IS COMPLETE. WHEN BEARING OTHERWISE HEADER SPANS EXCEEDING TABULATED VALUES SHALL BE NOTED ON DRAWN BY:TVG ON CONCRETE FRAUNG PLANS. CHECKED BY:iVG FABRICATION.............................FFE SHOP FABRICATE TO GREATEST EXTENT POSSIBLE BY PLATE IS TO BE WELDINGINOUDING BEAM STIFFENERS,COLUMN CAPS AND BASE,HOLES AND PRESSURE CONNECTIONS.SUBMITCOMPLETE SHOP DRAWINGSFROM FIELD DIMENSIONSFOR THE TREATED(P.T.) 2. PROVIDE 3'MWIYDY BFN4NG AT FAOI END. ARCHITECT'S APPROVAL OF ALL STRUCTURAL STEEL PRIOR TO FABRICATION. STANDARD SPED ICATONS..........AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS,ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN,THE AISC CODE OF J (2)2x,LACK STUDS EACH GENERAL STANDARD PRACTICE,AND AWS STRUCTURAL WELDING CODE-STEEL. 1 SIDE OF OPENING NOTES AN TYPICAL DETAILS TYPICAL HEADER SCHEDULE Al SO NTUTS O n , D I D HEADER SIZE O ® © ® © O r-0•ro4•-0• (1)SSP 'FORT HILL e e L= (IIISTA9 (1)SP4 OTTOM PER (1)A23 (IIA23 (1)HS TOP/BOTTOM i Wnv�rvn• OF EACH CRIPPLE STUD HEADER(PER PLAN (IISSP N0TE:F0i1NEADERS LOCATED DIRECTLY BELOW DOUBLE TOP Strategic Perspective, �. l=4'-1'TO6'-0" I2IlSTA9 (2)SP4 PERKING Il)A23 (2)A23 FJTTENTOFHEADER g p PLATES STRAP HEADER TOTOP PIA WITH 1 CS 16 11)CS 16-(6)BD NAILS DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) A EACH END OF STRAP PER 16"WITH(4 8D NAILS EACH END OF STRAP.BEND (1)SKI PER EACH KING STUD STRAP OVER TOPPLATESAS REQUIRED. E�CeptI0O3I Results Z L=6'-1'TO 8'-0' (2I lSTA 12 (2)SP4 PERKING Il)A23 (2I A23 O (SEE NOTE'4') ALTERNATE'ATTACH EACH RAFTER TO HEADER WRH(lI H8. GARAGE HEADER ADDRESS: 54 GIA'AL 57T7BET LAD FLOOR v.00vnooxwnr+wo � L=8'-1'T01tlHY (2)lSTA IS (2)SPH6 PER KING NG [�lA23 (2)A23 I• � BOSTO\'.ILA OIf11 T 617348-1407 L-10'-I"T016'-0* (2)ST2122 (2)SPH6 (1)RSSP A23 (2)A23 IH I -�-�J fl y Tok4`GALJGAN•PH I P SEE ARCH DRAWING FOR WALL FRAMING HEADER SIZE O © © O © O O DETAILS D (1)-0526 (1)ssP MINV1101-24° L=1'-0"T04'-0' W/(5)8D PERKING (1)A23 (1)A23 P MIEACH END (1)HS T0P/BOTTOM OF EACH CRIPPLE STUD -0 'I• D D (2)•CS 16 (])SSP NOTE:FOR HEADERS LOCATED DIRECTLY BELOW DOUBLE TOP PLATES N Le 4'-1'T06'-0- W/(5)8D PERKING (1)A23 (2)A23 I•I I•I• •I•I I•i NOTES: STRAP HEADER TO TOP PLATES WITH 1 CS 16 EACH END (1)CS S6-(6)SO NAILS I;I 'I; ;r (I ' EA END OF STRAP PER 26-WITH 4 BD NAILS EACH END OF STRAP.BEND 1 SEE FRAMING PLANS 1.HEADERS 4'•1'AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE 12) C516 SEE (1)SSP PER EACH KINGSTUD STRAP TOP PLATES AS REQUIRED. 'I FOR SHEARWALL PANES I• Z L.V-1-T08•-0- W/(6)8D N0TE'3' PERKING (1)A23 (2)A23 ;A C A EAGER WITH .1. THICKNESS HEADER. O EACH END IS N0TE'4•) MIN 4200L0 TIE-DOWN 2.CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2% FR ING MEMBERS. (11 SSP(2)-CS 16 ]H8. - FASTENER 1 AM ° 3.NAIL FULL HEIGHT LACK STUDS TO KING STUDS WITH(2fI6DNAILS PER 6' L.V-1-TO Low W/(8)SO PERKING 11)A23 (2)A23 �•i:'•. I'' 1'. 1/1 O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) a. EACH END �:I I '• d'.; ,I• (" [� 4.STRAPNOT REQUIRED WHERE SHEARWALL HOLODOWN ISADIACENTTO 0L=10'•1'T016'-0" (2)S7`2122 Il)SSF (1)A23 (2)A23 LLLrJ OPENING. PER KING S.DETAIL FOR WINDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TIES DBL 2x SILL,BOTTOM NOTSHOWN FORCLARITY. PLATE TO BE PRESSURE TREATED = v S/B'.AN CHO0.BOLT H H TYPICAL WINDOW/DOOR TIE-DOWN SCHEDULE C2 TYP SHEARWALL @ GARAGE C1 ISE PLAN FOR 01MERSTURr— TIE-STRAP Post J U SHEAR WALL LENGTH J POST 2%WALL SPUD (SEE PLAN FOR DIMENSION) ----- W N soLEPLATE �=TT----- Z O LLrrJ PLYWOOD DECK y ° 2X S0LE PLATE _ SMEAR WALL II I I PLYWOOD SHEAR I CC N FT END POST II I I PANEL,SEE SCHEDUL 2X STUDS I I I I POST,SEE PLAN SEE PLAN FOR I( I I FOR NAILING SIZE& W G Z = DBPLTOPLATE I I I LOCATION D 512E AND LOCATION 1—SPACING Q O 0 Q II I I N w W N POST p� SHEAR WALL I I I I I W 3 HOLD DOWN FASTENER A35 CUP I II I PLYWOOD SHEATHING SEE SCNEDULE FOR 512E II II I = _ o ES PLYWOOD I I SEE SCHEDULE FOR AND INSTALLATION I II II PLYWOOD DECK II II i THICKNESS AND REQUIREMENTS II II II I O DEL DECK FLOOR _ _ II II NAILING II I) II 2%FLOOR JOISTS O W W TOP PLATE xoLD DowN lolsr II 411 -1 SOID BLOQUNG SOLID SOLID POST ( I II p� DBL TOD BLOCKING SIMPSON NOLD-DOWNZ BLOCKING PLATE - SEE PLAN SCHEDVLE u � U -jWOBLTOPPOST PLATE - OIST --TIE-DOWN BEYONDSTRAPSEE DBL TOPHOLD DOWN PER POST FRAMING PLAN PLATE — —tT-- PO%Y ANCXOiis SNEAR WALL SCHEDULE FOR SIZE AND POST SEE PLAN ANDLOCATION SMEAR WALL PLATE,, SILL FRAMING SCHEDULE EMBEDMENT PER TREATED MANUFACTURER'S FOUNDATION SPECIFICATIONS WALL REV GATE DESDUITT- DRAWING ISSUE:PERMIT TYP POST TO POST HOLD-DOWN B4 TYP POST TO POST STRAP B3 SHEARWALL-SHEARWALL CONN. B2 SHEARWALL CONNECTION(@ FOUNDATION) B1 Nre Nre TUTS NITS ISSUE DATE:12.05.16 PLYWOOD ROOFS EATING REFER TO FRAMING PLAN SEAL: AND NOTES N oI W g� RAFTER 2xFULL SW SHEATHING EDGE FIELD HOLDOWN PLATE ANCHOR BOLT REMARKS GTMuu + SEE ROOF FRAMING BLOCKING ID 1/2-COX PLYWD (32/16), PST RATING 10d m 6.O.C. 10d ® 6"O.C. HDU4 5/8"DIA.A3O7 (8x3)0 443"O.C.W/WASHER PLYWOOD ON EXTERIOR FACE OF STUDS OWL PLAN dI18'-0'o.c. CDX PLYWOOD SEE PLAN FOR ADO'L I aD 1/2-COX PLYWD (32/16). PST RATING 10d m 4"O.C. tOd ® 6"O.C. HDUB 5/8'DIA.A3O7 (8x3)®24"O.C.W/WASHER PLYWOOD ON EXTERIOR FACE OF STUDS '� RO Bo CONTINUOUS FUL BOUNDARY NAIL INFO. tegr BLOCKING 'D 1/2-COX PLYWD (32/16), PST RATING 10d ® 3.O.C. 10d ® IV O.0 HDU14 5/8"DIA. F1554(8x3)® 16"O.C.W/WASHER PLYWOOD ON BOTH FACES OF STUDS BOUNDARY ID 1/2 COX PLYWD (32/16), PST RATING 10d 6 4'O.C. 10d ® 12"O.0 HDU14 5/8"DIA. F1554(8x3)0 8"O.C.W/WASHER PLYWOOD ON BOTH FACES OF STUDS NAILING 1/2-COX PLYWD (32/16). PST RATING 10d ® 6"O.C. 10d 0 12"O.0 N/A 5/8'DIA.A3O7 (80) ®48"O.C.W/WASHER NAILING® HEADERS PER 12/54.1 SEE •••REQUIREMENTS FOR EXTERIOR NON-SHEARWALL WALLS SCHEDULE 2X RIM I. ALL DMOR WALLS(U.N.0.)SHALL BE---AND HOLD-DOWNS PER C2/5001..(SEE KEY 7. EDGE NAIL WALL PLY TO STUDS OR POSTS WITH HOLD-DOWNS. JOIST 2X RAFTER SCHEDULE ABOVE FOR SHFUANN WALL DESIGNATION,NAILING AND HOLD-DOWNS. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 2x CEILING JOIST ANGLE CUP TYP 2. BLOCK ALL UNSUPPORTED EDGES WITH 2x MATERIAL U.O.N. BLOCK EDGES WITH 3x 6"O.C. ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO WALL ON DIFFERENT PROJECT NUMBER:R16•X)X FACIA SIMP5ON A,,, MATERIAL WHERE IDd NAILING IS 3'O.C.OR LESS AND Bd WAILING IS 2'O.C.OR LESS. FRAMING MEMBERS OR FRAMING SHALL BE 3x OR THICKER AND NAILS ON EACH SDE EAVE CUP@48'oc IF NOT IF APPLICABEL REFERTOSHEARWALL 3. ALL PLYWOOD NAILS SHALL BE COMMON WIRE SEE SPECIFICATIONS FOR OTHER NAIL SHALL BE STAGOERED. DRAWN BY:TVG SPECIFIED PER SHEAR SCHEDULE OR REOUIREI DO. EXTERIOR WALL SCHEDULE A35'S@4'-0"oc 4. EXT RIOR WALLS NOT DESIGNATED AS SHEARWALLS IN THE WALL FRAMING PUN SHALL CHECKED BY:NG PLYWOOD EXTERIOR SHEATHING ASAMINIMUM MEET REQUIREMENTS INDICATED FOR NON-SHEARWALL WALLS IN THE SCHEDULE ABOVE SEE PLAN FOR ADO'L SHEARWALL LENGTHS WHERE NOTED ARE MINIMUM DO NOT LOCATE HOLDDDWNS FROM INFO. 5. THESE DIMENSIONS. SEE ARCH OWGS FOR ACTUAL WALL LENGTHS. FIELD AND EDGE OBL TOP PLATE HDU REFERS TO SIMPSON STRONGTE 00.HOLODOWNS. INSTALL PER DETAIL Tnu NAIIUNG & POST WIDTH SHALL MATCH STUD WALL WIDTH. SEE FOUNDATION PUN FOR OTHER REO'S. SEE SCHEDULE NOTE:CONTRACTOR TO COORDINATE LATERAL WITH ARC ITECTURAL SIZES,LENGTHS AND LOCATIONS. FOR ALL SHEARWALL 2X BALLOON STUDS SEE PLAN FOR SIZE AND SPACING SCHEDULES& DETAILS TYP SHEARWALL CONNECTION(@RAFTEFR) A4 TYP SHEARWALL CONNECTION(@ RAKIE) A3 TYPICAL HEADER SCHEDULE Al SON ' EXr TOP •TYp DEMO(EI WALL PLATE STEEL STEEL OR LVL ASREO, �' CL STFII POSE �TYP. BEYOND J'T&G FLOOR SHEATHING VO ANCHOR BOLT' /2'0 18 G4 • ' lYP CAL 1 FLOOR 101 -__-- WASHERS @48'0c,6"FROM ENDS 2x STUD 1 U.N.O. .. TYPTYPICAL Tom_ i T ——- —— — C.sIELL Posy (E) I/2 THICKPUTS FORT H.IGL JCIST 6' DEL SILL PLATE I/j'THICK PRE-MOUWEDL ` BOTTOM PT EXTERIOR PLYWOOD _- _ iij'nr n DEL SILL PLATE, JOIN FILLER&SEALANT EAA4 S BEAN ( E+ F�-T BOTTOM PLATE TO BE P.T. °4" 8°c8•',)^ T I/4 ,>n 3/I6'POST CAP Strategic Perspective, FIN.GRADE n W/2-5/8'O BOLTS (E) SILL PLATE 3211Ai� ":4-' : �I I—)I if TOPO CAP PLATE AT _ Exceptional Results 1L,"IILWIWI..aaL__ �` 4 �'0 HOLES FOR GARAGE WOOD BEAM 1/4 I• (j)g •0a A3071A0 BOLTS A325 BOLTS ADDRESS: u' ,.° ..° :" ^ •Qe SLAB ELEV. _ CAP PLATE AT %' 34 CANAL STREFT EDGE OF STEEL BEAM AT LVL CONNECTION 2ND FLOOR . F ..p4DOWELS.,. p4 DOWELS@1B'oc S• F CONCRETE �....-a."': ROSIUA'..11A 02114 (• ' '@12"OC L°24" INTERIOR I EXTERIOR _SOLID'"e (4)Y4'0 HOLES FOR(4) T 617348.1407 GROUT•. 02 96.0 HILTI MMK BOLT 3 TOWGAl1JGAN,PR • •:4.r � ',m- ', NIX:4' EMBED INfO CONC. •• °• HOR12.CONT. _ - ~ ae TOP&BOTTOM CL STEEL POSE p5 , . . (4)-'0 HOLES FOR s &MID WALL,TYPICAL ys I (4) 'e F1554 IB' I• '� HILTI HY-150 ADHESIVE _ 1 /2'PATE Tyq� ANCHOR BOLLS a' •' 2%4 • I 10°FOUNDATION 1/4 3° • Tl - SHEAR KEY — _ _ '. WALL ELEVATION D•'.. p4 DOWELS .- Z F-t-- SEE P - - , 3 l Q OF SIFFFL POST L ._ _- 3 ESCONT,- .ti • '� FOR Siff 1/4 12'THICK PLATE 4-5/8'0 THREADED ROD IX' SEE PLAN —�Ir BASE PLATE AT BASE PLATE AT B'x3/a'KI'-2' oLATe A EXTERIOR FOUNDATION WALL PIER/INT.WALL � W SECON C4 SECTION C3 SECTION C2 SECTION C1 ILA lJ T-81/8' V-2' 8'-1" 8'-13/4' 4'-5' {A 10'SONOTUBE H W/TDIA BIG FOOT TYP(SEE DIET AA/S3G0) jo A4 u 24' SI00 p4 DOWELS @18'bc 3'-5°2 2S'-0" J v 18'r SEE PLAN I °P 0' T-6' e. > ..I -TO P OF SLAB p' W W J N FlN.CRADE� I m O m —ill I .• I Z — COLUMN •�\\ , CO • B3 SEE DETAPOCKIL `3'-0's3'-0°x12•D C3 _. _.._. 1'-0° aa. Q Z = 5100 Q/5100 FOOTING W/ 5700 OPV` Q (41#5%E.W.SOT l0"WIDE C3 Ix Uj H TIE INTO FOUNDATION FOUNDATION 5100 - _ N J 0 57 I WALL SEE DETAIL B3 WALL W/2-p4'S W J 3 CA/S300 5100 TOP,MID&BOT. O O p5 HORIL CONT. TYP U.N.O. Li W TOP&BOTTOM a I J Z &MID WALL,TYPICAL Yi' B3 8'THK WALL W W ' 4 2x4 • ° 32?�P OM. SI00 W/(3)p5'S CONT, R SLAB ON GRADE BOT,MID,TOP O O Z SHE KEY FOOTING W/ W REINF.W1 BStS-WLBxV•/2.B T.O.W EL�l'-0' W.W.F.ON OR BARRIER _ _ .. BELOW GRADE Z °. STEGO WRAP 3-IIS's CONT t ' 00 J O Q Z (BY STEGO INDUSTRIES) Bar. t - V OO U J LL ONE CRUSHED STONE \♦♦♦ - 4 ,n. ° T.O.SLAB VARIES, 3'-6" 3 p5 CONT._ '-0 �•_ - SLOPE TO OPEN GARAGE DOORS 1'-4"WIDE FOOTING SEE PLAN401 C3 SECT /51 sloo e toa a c o,�o ��cP°�•\q�� sBlo3o 5 700 ! m 2' T.O.PIER 1.!ONp4 TE INTO FOUNDATION OFOOTING ELF]'-0' Wi E WDWALL SEEDTA C4 C3 3132"D DRAWING ISSUE:PERMIT FOOTING W/ 6100 (q)05'1 E.W.BOf ISSUE DATE:12.05.16 y�e sIOo Sa`�r SEAL: a~ aN ❑ — _ / W WOMAS6W I ONl 4: C. 2'-6' 9'-0' POCKET �• 'No s0 °d FOUNDATION PLAN .• SCALE 1/4'-1'-0• PROJECT NUMBER:R16-)= 'Q 4 EXISTING FOUNDATION DRAWN BY:TVG NOTES: CHECKED BY:TVG 1. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 4'-0"BELOW ADJACENT GRADE. 4 2. BOTTOM OF ALL INTERIOR FOOTINGS SHALL BE IS'BELOW GRADE. rrtu 0'•' ° 3 BASEADCONTINUOUSFOOTINGSSHALLBE24-WIDE BYI2-DEEP WITH 3-N5 CONT BOT(3°ABOVE FOUNDATION PLAN ° a 4. FOUNDATION WALLS SHALL BEIO"WIDE WITH#5 CONT TOP&SOT AND DETAILS a° .4 S. ALL SILL PLATES SHALL BE(2)2x PT LUMBER W/5/8°0 ANCHOR BOL7548"o.c.,6"FROM ENDS U.N.O. ,f 6. ANCHOR 801T SPACING FOR SHEAR WALLS SMALL BE IN ACCORDANCE WITH SHEAR WALL SCHEDULE. 7. SEE TYPICAL FOUNDATION DETAILSONDRAWINGS002 � . SECTION A4 B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO POURING FOUNDAT ON. /• 00 .-.1.0 I� \J 2z SILL PLATE 2%STUD FORT HILL SEE TYP NAILING SCHEDULE/OR SHEAR WALL 2.SILL PLATE (E)2X SOLE PLATE 7YP }OTHRU BOLT, ia('•"•'I:�uh SCHEDULE FOR ADD'L INFO. SEE TYP NAILING SCHEDULE/OR SHEAR WALL NUT&WASHERS (3)2X BLOCKING SCHEDULE FOR ADD'L INFO. - Strategic Perspective, 2z FULL BLOCKING (E1 FLOOR 10157 W @B41'o.c Exceptional Results BOUNDARY T&G PLYWOOD NAIUNG FLOOR SHEATHING BOUNDARY T&G PLYWOOD i ADDRESS: NAILING FLOOR SHEATHING. ..� .._ .. ;i� _... __ .... 54 CAAAL STREET 2ND F7,OOR eosroA•,nu 02114 EXTERIOR SHEATHING '1' !! y g (E)RIM BOARD 2X RAFTER C' 5 Q T 61 7 348-140 7 SEE PLAN FOR ADD'L EXTERIOR SHEATHING _ T0:4JCAlLGAN.PE INFO. SEE PLAN FOR ADO'L F' JOIST INFO. x ^t L' Y. HANGER 2%RIM Sx 1O15T5 (E)DSL PT SILL JOIST J TYP 2X RIM Sz JOISTS PLATE SEE ARCH PLANS FOR FINISH JOIST TYP 2-2z FLOOR 1O15T5 SEE ARCH PLANS FOR FINISH 2z10 LVL BEAM.SEE PLANS LEDGER W/ CENTER UNE� LVL BEAM.SEE PLANS (E)2z JOISTS WFBEAM SIMPSON 1015T (2)1/2"Q zb" HANGER (E)WALL FRAMING LAG SCREWS 036"O.C. PLYWOOD AS REQUIRED NOTE: 1.BOLTS SHALL BE SPACED I6"oc STAGGERED,8"FROM ENDS H SECTION C4 SECTION C3 SECTION CZ SECTION C� Ln �..1•-0- r.r.o- �!I 1.4r 4-.V4 U LA so LL PLATE SEE ITYP NAIl1NG SCHEDULE/OR SHEAR WALL b� (3)22ZI2 b� (3)2z12 6+b� (3)2v12 I1p/ 1p+6 J SCHEDULE FOR ADD'L INFO. ()2z8Pi J V 2z FULL BLOCKING Da- J Vf @8'ULLB. C4 SPA P C4 LV BOUNDARY T&G PLYWOOD 5101 e° 5101 f N La La E NAILING FLOOR SHEATHING UHDRT (2)2z6 BALLOON V O FRAMED STUDS @ H i6"oc LV Q Z = 2X10FJ@I6"oc C4 Q Q (' U PANELIOINT TO OCCUfl AT HDR (2)2X12 )S II II II II O Q RIM JOIST = �IIL�IIL V IUL LE R 5101 aQ :w 1/1 N J L J .,_ L L L_ L L L _JL L j OP V• III,, N (.! r-(z)1.75z11.2s LVL (211.75z11.25 LVL —' (z)2z12 W J l 2X RIM 2X JOISTS STAIRS r 1 JOISTANGLE CUP TYP _"....- -.....__.__..,_...._......_ ..._....___._......__._.._......�_..... ..-...._.. I Ja 1 I I = O REFER TO SHEARWALL r , j ''-1 W J h SCHEDULE OR - 2 A35'S @ 4'-0"oc (3)2%12 -1 r / W EXTERIOR SHEATHING ASA MINIMUM a W O SEE PLAN FOR ADD'L ! -1 N �O�z// O Z (' INFO. Ilia ~ W DBL TOP PLATE 100 J O Q aN+p ,I 5101 V 00 U J IL � r A 2X WALL STUDS 3 SEE PLAN FOR ) I r SIZE AND SPACING ,do^C25101 2X12FJ@16"oc C3 J 3 SIM nII' aQ 1 I e oJa 2%12 Fl@36"oc j2X12 W 6yb DQP SECTION D4 1^.1.4' I HDR � I (2)2%12 REV GATE OEXAIPOON 6101 _ C4 r-111IGN ISSUE:PERMIT 5101 DATE:12.05.16 � � r 2z WALL STUDS 1 r A4 sloe SEAL: 2z SILL PLATE 1 A4 r SEE TYP NAILING SCHEDULE/OR SHEAR WALL l S701 a� J�N OY w'gt1 SCHEDULE FOR ADD'L INFO. +y r0 +y 1No 2.FULL BLOCKING ONL 13)1.7S%9.5 (3)1.75%9.5 q No 50 BOUNDARY T&G PLYWOOD 2 NAILING FLOOR T&GPL PLYWOOD SECOND FLOOR FRAMING PLAN ss1 c4 j SCALE 1/4"-1•_0• s1o1 PANEL JOINT TO OCCUR AT NOTES: RIM JOIST I 1.FLOOR ELEVATION:SEE ARCHITECTURAL PLANS.GARAGE FLOOR ELEVATON'DO" 2X RIM •� 2.LVL'6OR VERSAIAMS BEARING ON WALLS SHALL BE SUPPORTED ON(3)2X6 POSTS U.N.O JOIST 2X JOISTS I i PROJECT NUMSER:FH 16-XX% ANGLE CLIP TYP I 3.FLOOR DIAPHRAGM SHALL BE B"T&G W/12d @6,6,10,LONG PANEL EDGES REFER TO SHEARWALL 1 PERPENDICULAR TO JOISTS. DRAWN BY:NG SCHEDULE OR A35'S @ 4'-0"oc i 4.FULL 2.BLOCKING SHALL BE PROVIDED AT W-O"MAX FROM BEARING WALLS/BEAMS CHECKED BY:NG EXTERIOR SHEATHING AS MINIMUM 1 AND 8'-0"MAX BETWEEN BLOCKING ROWS. SEE PLAN FOR ADD'L I INFO. I 5.FULL 2X BLOCKING REQUIRED BETWEEN JOISTS ON BEARING WALLS AND AT WALLS mvi DBL TOP PLATE I BEING SUPPORTED ABOVE.SEE TYPICAL DETAIL a¢r I I 7.ALL POSTTO BEAM CONNECTIONS W/POST 4z6(U.N.O.)OR LARGER SHALL HAVE COLUMN CAP SE�C.,O,ND FLOOR 2%WALLSTUDS CONNECTIONS.SEE TYPICAL DETAIL. Fry{ryLING PLAN, SEE PLAN F00. SECTIONS AND SIZE AND SPACING � I B. Tr INDICATES BEAM/JOIST CONNECTJON FLUSH TOP 10.al INDICATES SHEAR WALL PANEL,SEE DRAWING SOOT FOR SCHEDULE. DETAILS 11.ALL EXTERIOR WALLS SHALL BE eCDX PLYWOOD(SEE"'•ON SHEAR WALL SCHEDULE SHEET SOOT FOR xm xu ea: t I ADD'L INFO)U.N.O.(SEE NOTE 30)1.. S 101 I i i SECTION A4 : I m+1•c ROOFSHEATMING ' SEE ROOF PLAN FOR PLYWOOD THICKNESS 2x ROOF RAFTER AND NAILING SCHEDULE SEE PLAN FOR SIZE 12 AND SPACING F— XI FORT HILL Strategic Perspective, Exceptional Results ADDRESS: 54 CANAL STREET ZND FLOOR i / BOSTON,,AU 02114 T 617548-1407 2x CEILING lO1STS 7V.NM GAll1GAN,P& SEE PLAN FOR SIZE ' FACIA BOARD AND SPACING UK DEL TOP PLATE EXTERIOR 2X STUD NOTE:CONTRACTOR TO COORDINATE A4 SHEATHING WALL FRAMING WITH ARCHITECTURAL DRAWINGS FOR ALL S102 SEE FRAMING PLAN SIZES,LENGTHS AND LOCATIONS. FORADD'L INFO NDR _ _ MDR TYPICAL RAFTER/CJ DETAIL i~ I ;2 c4 _.. 5702 ' 2%3 iRR@I6"o 2 c _. OVER 3.25/32 PITCH .__.. ._ __.J { :. 1.. FRAME I AI ! i I:' ': '.I l i -_ I LArDET• ,L C4 C4 ! 2%12 RR@I6°ac S102 4/12 PITCHI2X11RR@36"oc u 1 - -- - 21S/2 PITg1 2 12 ac 2.75/12 12 PITCH Q ..... ....... B4 i 2X80@16'o< O W SIMPSON STRAP, IF APPLICABLE 2X RIDGE G 1X12 RR@36"oc j J SEE SIZE AND BOARD LAN FORi _ as/12 PITCH J 'ALOCATION 5,i 2%12 RIDGE BEAM 2 W 0 v ; 2X12 RR@16"oc '{ — ' O H EXIST LOW ROOF -- y 2XIORR@16"oc A4 ,:' CO�'•,- 8.5/12 PITCH W O N Q CDX SHEATHING i 2X RR@I6"oc :'2 flR@I6"ac LLJ IA 8/12 PITCH �;_ '8/2 PITCH t° U j UJ .,i 2X32 RR@16bc EEIF St02 C4 �r ~ W O 4/12 PITCH Q W �• Do 0 SIMPSONU2X 2X ROOF ass/1x@PTCHH I ± !� 325/2PITCH V V HANGER OR IX COLLAR RAFTER TIES NOTE:SEE TYPICAL NAILING : 2X12 RR@36"oc I. { 2%12 Rfl@I6"oc •- _ 8/12 PITCH (.. .. .1 8/12 PITCH ::: -_:.=s SCHEDULE FOR ADDI'L INFO ' • HDR II ,HDR; f ', it(3)2x10 L j - ,:A4 5102 i '� !I II C4 _I II I ! '1 ( _ DETAIL 134 IL ! _a _ __I._...7..': ..iI_.2X8 RR@36"oc _.J-J._. 1'•/'d 3.25/12 PITCH REV DATE DEG1PRW DRAWING ISSUE:PERMIT ISSUE DATE:12.05.16 ROOF FRAMING PLAN SDM- t/a"-1•-0° SEAL: 2x FULL BLOCKING "DI* 08'-0"o.c. COX PLYWOOD NOTES: icy SEE PLAN FOR ADD'L 1.ROOF DIAPHRAGM SHALL BE 1/2"COX PLYWOOD,STRUCT I W/10d @6,6,12 G&LKAAX BOUNDARY NAIL INFO. CIVIL2.SEE DRAWING S102 FOR ADDITIONAL FOAMING NOTES i Ro 8D 3.POCHE INDICATES OVER FRAMING. 4.ALL RAFTERS SHALL BE 2x12(1,10.1 SPF)AT 36"oc U.N.O. 2X RIM JOIST 2X RAFTER PROJECT NUMBEF:R16-XXX ANGLE CLIP TYP REFER TO SHEARWALL -.._...__._._.__._........_ _._....... ...... ___.___ DRAWN BY:rvc EXTERIOR SHEATHING SCHEDULE OR "" CHECKED BY:rvG SEE PLAN FOR ADD'L A3S'S @ 4'-0"oc INFO. AS A MINIMUM DBL TOP PLATE ROOF FRAMING PLAN 2X BALLOON STUDS SEE PLAN FOR SIZE AND SPACING DETAIL A4 S 102 1••ra �r 'GENERAL NOTES -2q.-Io. 1.ALL EXTERIOR WALLS SHALL C, BE 2X6 @ 16-D.C.UNLESS 6 —------------l._6 41. '-4V2 OTHERWISE NOTED. WTI, 2.ALL INTERIOR WALLS SHALL —sxe,P.T.POST BE 2x4 @ 16"D.C.UNLESS -------------------------------- r (TYP.) OTHERWISE NOTED. -- ------ ----------- CL ....... CL 3.CONTRACTOR SHALL VERIFY ----------- -------- PROP..VERED.K OUTDOOR BASE PLATE 4(2)94'DIA. ................. PERMEABLE PAVERS ON SHOV ANCHOR BOLTS ON 56'.36'.12- 4" T-Z.-F. r OUTDOOR"S A OR BEDDING COURSE DEEP CONCRETE FOOTING 4.CONTRACTOR SHALL VERIFY : ALL DIMENSIONS PRIOR TO ------------- --- I _r_ ,to-THICK 4'-0' 6 11 PRIOR TO ORDERING WINDOWS. 28*-7)'2 ------- CZCLiM ALL WINDOW ROUGH OPENINGS ,.5 ------------------- • EXISTING HOUSE ON - MIN. CONCRETE CONCRETE BLOCK 7 WALL,ON ---------- j CONSTRUCTION.CONTRACTOR CONT NUOVS 20 lit; ASSUMES RESPONSIBILITY FOR FOUNDATION r PRO I CONCRETE FOOTING CRAWL SPACE • ANY MISSING OR INCORRECT B DIMENSIONS NOT BROUGHT TO ................. .......................................... .1.......... --I-- 2'CONCRETE ................................................ ..................... .......— THE ATTENTION OF THE CL X DUST CAP ON 10 MIL 3/W DESIGNER. �APQR RETARDER_'o• -------\-- ----------------------------------- 6 O.C. rL r FOR L -----.J LJ 5P E ACCESS 44- 77 ------------------ r LKAVVL SPACE r 4Y c-'. I PROPOSED 1 7 %. I , FILLED 4'CONC.SLAB 0 ---------- P7ATI CL 4 STEEL LA LY ON PERMEABLE 36-.36 AV DEEP RETARDER PAVERS ON NO. REVISION DATE I j I 1 1 ;CONIC.FOOTING BEDDING COURSE ............... A ........ .. .............. .................. .............................. ............ ........... .................... ....... m Q COPYRIGHT EXISTING to I- INSULATION 24'OF MIN. I PROPOSED NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW GARAGE SLAB(TYP.); GARAGE c_ ; CRAWL SPACE I COPYRIGHT. r LEDGE_IN._ 4'CONC.SLAB ON 6 1 CL E I MIL.VAPOR I THESE PLANS ARE NOT TO BE 4' Ei REPRODUCED.CHANGED OR CONT.FOOTING. RETARDER LEDGE HEIGHT*q-jll OR BArKFILL W1 CLEAN I j COPIED IN ANY FORM OR MANNER FLOOR DEPTH WEIGHT COMPACTED FILL I WHATSOEVER WITHOUT FIRST V I---I----------- ---------------i--- OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ------- ------ --- • CIL RTHISIDE DESIGN ASSOCIATES. _DE_--5- FIRECODE G.W.B.ENTIRE I I"EARLY ENTRY PROVIDE%'TYPE'X' PROVIDE RETiAR5 0 12*O.C. (,,Tr I GARAGE AND I-- T VERT IN IXIST'G 4111 FNDN WALL 1 I IF'BIJILDER: I PITCH AV PER FOOT —W AN BOLTS 6 56' EXTEND EXISTING 7—TOWARDS DOORS t' % D.C.MIN.7'EMBEDMENT DECK*12'TO 01 3'x3'04o PLATE WASHER w PROPOSED mr-'A_F—TE I . j _T5 4'.4*x.25'COLUMN INSIDE: OF LIL'5 CONTRACTOR 6x&P.T.—YI I I DROP-TO.P-OF-WALL--==\... 12'0 DOOR OPENINGS SHALL N IRTAIN POST (TYP.) I T TrP.) I MIN.FOOTING PROP. 'I I LINE OF (TYP.) I DIA.ANCHOR BOLTS 46 COVERAGE EXISTING C' L iBRICK I ABOVE --1------------ 8 CONC.---r' g L.--------------------------- SLAB I STOO -------------- DESIGNER: F_ T LVL poS UpQN, --------- ORTHSIDE _:17rL��L-TONE APRON '-23/40- L.——— ABOVE(TYP.) rL DESIGN ASSOCIATES I L PATIO LINE--/ __ql_6' 2'-31- DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 9'-6'— GARAGE 141 MAIN STREET-YARMOUTHPORT-MA 02675 (508)362-2210 ISM)362-91302 zzI NORTHSIDEDESIGN.COM NORTHSIDEIPCOMCkSTAET �'xxxxz/ F'STRUCTURAL ENGINEER: EXISTING TAYLOR ,-BASEMENT DESIGN LLC EYJSTING STAMP: 1 BRICK I"PROJECT: PROPOSED CROW TYPICAL NOTES: FOUNDATION NOTES: GARAGE ----------------------------------------------------------------------- 1. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED I.MAIN FOUNDATION WALLS TO BE to-POURED 88 TOWER HILL ROAD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY CONCRETE W 2"5 BARS TOP 4 BOTTOM. OSTERVILLE,MA. DESIGNER OF ANY DE SCREPANCIE5 AND/OR CHANGES THAT MAY BE FOUNDATION WALL TO BE ON101.20'STRIP 6.CONTRACTOR SHALL ENSURE TWAT ALL FOOTING.PROVIDE 3@n MORI..BARS FOUNDATION WALLS MAINTAIN 4'-0'MINIMUM ENCOUNTERED. CONTINUOUS IN STRIP FOOTING W KEYWAY. COVER. PROVIDE 05 VERT.DOWELS f 21'O.C..0 '�l 2 CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME EXTENDED 3'-6'MIN.ABOVE TOP .. 7.PROVIDE WEB STIFFENING PLATES AT ENDS PROVIDE ANCHOR BOLTS 0 36'O.C.MAX. OF STEEL BEAMS(TYP.) THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND MIN.7"' ANCHORMBEDMENT W/3'x3'xY'PLATE WASHER. 8.SEE STRUCTURAL DRAWINGS FOR LOCATIONS TITLE: PROPOSED THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION OF ALL STRUCTURAL COLUMNS. OF PROPOSED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF 2.STRUCE FTUR ILLEDAL STE LALLY EL COLUMN COLUMNSS TOTO EXTENDBE ' FOUNDATION&FIRST CONCRET FOUNDATION AND FIRST FLOOR SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO To FoarlNrl BELOW.PROVIDE 6'.6'.W q.CONTRACTOR SHALL NOT SCALE DRAWINGS FLOOR FRAMING PLANS PROPOSED BUILDING AS PRESENTED IN FINAL CONSTRUCTION PLATE 4 7'.12'. 'BASE PLATE W/211314��(PA. FOR DIMENSIONS.ANY MISSING, INCORRECT OR V4 QUESTIONABLE DIMENSIONS NOT BROUGHT To DOCUMENTS. BOLTS/WELD ALL CONNECTIONS.FOOTINGS TO THE ATTENTION OF WE DE51GNER BECOME THE FRAMING PLANS BE 36'.36'.12-SQUARE CONCRETE W/30�*BARS RESPONSIBILITY OF THE CONTRACTOR. EACH WAY. SCALE:1/8"=1'4 10.GARAGE AND OTHER FILLED FOUNDATIONS, 3.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ 3.DOUBLE FLOOR JOISTS UNDER ALL PARALLEL to-POURED CONCRETE WALL W/20 05 TOP 4 SNORING ETC. TO MAINTAIN/PROTECT EX15TING HOUSE AND STRUCTURAL PARTITIONS. BOTTOM BARS.FORM FOUNDATION ON 20.10' 0 1 2 INTEGRITY OF EXISTING HOUSE. STRIP FOORINT.PROVIDE 20 05 CONTINUOUS 4.CONCRETE SLAB TO BE 4'POURED CONCRETE HORIZONTAL BARS AND KEYWAY IN STRIP WALL KEY 4.CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL ON COMPACTED FILL.CUT JOINTS ALONG WALLS FOOTING.LAP Top BARS TO MAIN WALL BARS. AND BEAM COLUMN LINES. PROVIDE TRANSITION REINFORCING W US BARS rPROJECT#: SHEET EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION SPACED 0 12o D.C.VERTICALLY.PROVIDE W x AND CONSTRUCT TEMPORARY STRUCTURES ENCLOSURES AS MAY BE 5.CONTRACTOR TO PROVIDE BASEMENT 12'ANCHOR BOLTS 0 36'O.C.MAX.MIN.7' ExisT-G C.M.U. FNDN WALLS NECESSARY TO ENSURE SUCH PROTECTION./ VENTILATION AS REQUIRED BY CODE(WINDOWS 14-39 OR MECHANICAL) EMBEDMENT W/3'.3'0�'PLATE WASHERS 5.STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSP5ECTION A.0 PROPOSED to- POURED CONIC. WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR FNDN WALLS WALL PLASTER BOARD/FINISH. DATE: OF 'e 08/18/15 13 0./l)gA)9i5 19-11 A ` GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16-O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL N BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS OPTIONAL WALL PRIOR TO ORDERING WINDOWS. A ,{ , �L 8029W FOR 90`tfJO• -Tl ��1CLITOOM PUZA OVEN 4.CONTRACTOR SHALL VERIFY y _ ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR 2N6 CUSTOM BARN ANY MISSING OR INCORRECT %•N. 25•M. DIMENSIONS NOT BROUGHT TO STYLE DOOR COVERED WALK OUTDOOR ,_2'-i• (FIN•)WALLS THE ATTENTION OF THE FORUNDER STAIR PERMEABLE B 871oRAf�ACCESS. - ••, -2 PAVERS 411_10 �� -�, i vp DESIGNER. A.5 ........ 91ELOfX �Ga I ASTCkE 7�f PROPOSED DURDCK FRArUNO we _ STEP ON.4• 't STONE PATIO Y MW5 FOR OUTDOOR TO• —F1 STORAGE STORAGE I I STORAGE %� Anx 0 ! PERMEABLE .PROP PAVERS -3sse ........... --see......Bess- UTILITY CL. g CLOSET .. ................... .... ..... .... ..................... ............. ............... ............. ....................................................... .. ................ T-IIT,g STONE MALL CAP A.5 TO BE r TUN=w PROP �ese I I STORAGE CtLBETS O HAVEI I BULE/10SE�� NO. REVISION DATE PLYWOOD I TORAGE T E PROPOSED T �L. L L' �P•) 9UBEi.00R 20 ry1N. SNELVING FROM SD• I I STORAGE AREA �� .o —— FIRE-RATED A.F.P. I I TILE 'N.•Iv M. 0 COPYRIGHT DOOR I ! (FIN•)WALLS NORTHSIDE HEREBY EXPRESSLY I I PROVIDE 4'W. STEP Up 4•TO ;_�� RESERVES ITS COMMON LAW II EXISTING PRgS HALL RATS UP TO FRAMED FLOOR II Tae RAISED STORAGE I I COPYRIGHT. M. BATH 51TE.LOCATION TO BE � -%• a• SITE oETERnINEo I I THESE PLANS ARE NOT TO BE •b• REPRODUCED,CHANGED OR EXISTING EXISTING I BEDRM.NO.2 MASTER BEDRM. I m PROPOSED ��^� COPIED IN ANY FORM OR MANNER — — 1 I ' WHATSOEVER WITHOUT FIRST .. ............................S..10 F.R ATI.Q...............�:..... ......................... SM ' OBTAINING THE EXPRESS WRITTEN A.S ......................................... I I TOP ANEL PAVERS A.S PERMISSION AND CONSENT OF �• •I-6 PROPOSED Dom NORTHSIDEDESIGN ASSOCIATES. /N T!bRT� I - NICFIES IN I I GARAGE / I \ PROP.ENTRY CURVED WALL, SUB ON GRADE SHOWBIZ REF.INTERIOR I I TI1B �` ELEVATIONS BUILDER: - r——I CLOSET y �` � TPROVIDEic• LATER • I I 4 I TOP 6-PAI�7.•IR-- AMID CEILING GWIB ENTIRE�E I I %•GRILL W%• ACC I I 0 _ DooR �--4 I I ESS PANEL CCILIUMNS THIS AREA.NTED NEATER I BF10M.CENTER CLOSET L—J C I I PERMEABLE Z56"P.T.POSTS ® CLOSET EXISTING i i EXISTING - PAVERS Y DESIGNER: NORTHSIDE 4®TO°• ____= HALL I i BATH EXISTING EXTEND I I STONO�PADTIO DESIGN NO.2 DECK Dm I I TEN 45 4416•COLum To I o LAA _ I ( SUPPORT STEEL BEAM ABOVE LBiwa= 2'i• ASSOCIATES P PLANTER _ I f1�P %•N.x 2N N. 0 7888 i i DN.9R-- D DLL •) •S DGTINRIVE RESIDENTIAL&d)MMERdAI DESIGN b 141 MAIN STREET'YARMOVTHPORT'MA 02675 I I Dox FLAT Clf• SLOPE T STEP ON, (508)363-1I30 (e061362-9802 EXISTING "'O EXIST I I I I 1 1 NORTHSIDEDESIGN.COM FOYER I I I I APRON I I I I I I NORTHSIDEI®COMCASTAET F P I I STRUCTURAL ENGINEER: EXISTING I EXISTING I TAYLOR KITCHEN I BREAKFAST DESIGN LLC I STAMP: I I ------------- ----- 0 ------------- REF ----- EXISTING EXISTING PROJECT: HALL ING PORTICO PROPOSED LIVINEXISTG RM. I I EXISTING CL ETj I DN.4R CROW EXISTING PTRY/ i i GARAGE DINING RM. LDRY I i NOTE. 88 TOWER HILL ROAD ___ ----- O ALL WINDOWS ARE To BE STERVILLE,MA. ANDOZS04"SERIES UNLESS OTHERWISE NOTED. DK PM BUILDING ELP1/AATTK7NS, TITLE • GROUND FLOOR PLAN 1 WALL KEY SCALE:1/8"=V-0" 0 EXISTING WALLS WALLS TO BE REMOVED 0 1 2 4 8 PROPOSED ® PROPOSED WALLS PROJECT#: SHEET GROUND FLOOR PLAN 14-39 A.1 DATE: OF 08/18/15 13 1 1 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS - OTHERWISE NOTED. I� 2.ALL INTERIOR WALLS SHALL • BE 2K4 @ 16"O.C.UNLESS OTHERWISE NOTED. • 3.CONTRACTOR SHALL VERIFY 1I1I,� ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY rt CL ti ALL DIMENSIONS PRIOR TO T' CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR TVOE4T TH2D42 ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO _ THE ATTENTION OF THE T ROPHNO..3 I I PLAT L PfTCII DNS I DESIGNER. EIA 3e FALSEI I B I FLAT CLG I I I �• I PfiCil ON. ':: e e ' 266e POCKET I � PROP. I: PROP, ----- I ! COMPUTER LCONY --------------------I W.C. AREA e BUILT-IN ' I ' .��..P1AG4LlXE ' .... :....... I ( B Qj - _ Z' NO. REVISION DATE PROP. I II IIISTAIR I •i_ i i___________________ __________________ ______________ ON I 1 ii I ® COPYRIGHT 'I IPULL NORTHSIDE HEREBY EXPRESSLY --1------ LrrZl DOER RESERVES ITS COMMON LAW CASED OP% CASED OP'GTHESE PLANS ARE NOT TO BE I 0R9nNG EXISTING. I I � � I•y AROII�D I ip AROIED � - � � S COPYRIGHT. ' !A. tblZ I I � T . '-0�+ 6,'- ' Y 5'-0'�--8'•„��--�J, '"-C T REPRODUCED.CHANGED OR I E I NG I T 1 COPIED IN ANY FORM OR MANNER iM A I VAULT ON. VAULT ON. I I i I A•5 __ ________ I I RST OBTAINING THE EXPRESS WHATSOEVER WITHOUT (WRITTEN I I I .....:................ .......... ............PROP.......................................................................................................................................... ..................................... A PERMISSION AND CONSENT OF r----------- I ....................... ................... A.5 I I I o NORTHSIDE DESIGN ASSOCIATES. I ' II SMI� EXtESTINIG.on WET BAR i i ti+. BUILDER: W. i ti BeA'�I I ABOVE _______________� ROTC(( OPERABLP MARVIN PROPOSED �. ROOF�TaPRO ROUND TOP RECREATION RM. PORTICO i i oEr>2XD ensTG CSMT WINDOW ?>'" �TE D PROP MODEL• DESIGNER: GARAGE PROWALL p CAR126 o Bra�OypOP�,•,-; NORTHSIDE Pxlenwr a l4dt.PRC11 ' DESIGN oEac�� ® ASSOCIATES 7.12 ED I 1 VAULT ON. VAULT ON. T�� I I � DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN PXTOI ON. PITCH ON. 3A3 MAIN STREET'YARMOWHPORT-MA 02675 I I _ _____ ____ PP (503)362.2230 15061362-9802 ___________________________ .._ :. ._.=.. ...: .. ... NORTHSIDEDESIGN.COM NORTHSI-1000MCA MET )POSEID —PROP. 112 1 —BALCONY— BtapDOpP� _ ! STRUCTURAL ENGINEER: 6!17 PETW 6 t2;PfTCM - �L LVL HEADER TAYLOR Ir-c BALCONY r-E DESIGN LLC I I � 15'•-0^— �I'-r� - STAMP: I I Nk I I I I I I • I I I 1 I I 1 I I I I I I ❑ PROJECT: Ext PROPOSED CROW NOTE 1 GARAGE ALL WINDOWSFSEN 40 ARE To BE 88 TOWER HILL ROAD OST RVILLE,MA. I I I ANDERSEN�00 9E21E5 UNLESS OTHERWISE NOTED. j 0f19TiNG Dn9nNG j 1mrw j ❑ GRILLES APPLIED PER BUILDING ELEVATIONS I I I TITLE: I I _ I L___________________ ___ __________ ___ _ __________________________J • SECOND FLOOR PLAN WALL KEY • O EXISTING WALLS ' _ SCALE:1/8"=1'-0" Wsiiin C-- _-] WALLS TO BE REMOVEDWALLSPROPOSED WALLS 0 1 2 4 8 PROJECT#: SHEET PROPOSED 1439 A.2 2ND FLOOR PLAN DATE: OF 08/18/15 13 1 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2xS @ 16-O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS PROPOSED GARAGE OTHERWISE NOTED. Ej 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR _ PROPOSED TOP-- _ _ — — ASSUMES RESPONSIBILITY FOR 4'A�l.E�403P _ ANY MISSING OR INCORRECT - --• -•-- -- DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE ROOF SHNG AS TO DESIGNER. . .. MATCH OD9T% .. SHINGLES AND PATTEIM64 TO . ALUMINUM GUETl" BARREL VAULT PORCH PROPOSED.— .., . TO MATCH EIDST'G DID EXISTING TOP �2Na FLOOR — — — �-,.. _ ..- — — — — — — — — — — — — PEDRIIENT ----------- ——————— ------ LMNG_R11. EXISTING TOP - KITCHEN NO. REVISION DATE — — — — — — — — — — .. m COPYRIGHT .- - - q •-- NORTHSIDE HEREBY EXPRESSLY - - RESERVES ITS COMMON LAW _ COPYRIGHT. THESE PLANS ARE NOT TO BE _ "' - REPRODUCED,CHANGED OR 1 PROPOSED. -' LR _ �\ - � - COPIED IN ANY FORM OR MANNER FLOR — _ = i- _ _ _ — _ _ — _ — _ — -- —_ WHATSOEVER WITHOUT FIRST l IXISTING. OBTAINING THE EXPRESS WRITTEN EXISTING FIN DEpC �' f�FL60R-PL7 PERMISSION AND CONSENT OF Ets - - - - - - - - - - - - - - - - - - - - - - - - -OPTIONAL: GARAGE�� p{ypFOSEC y DIA. PROPOSED NORTHSIDE DESIGN ASSOCIATES. lX19TIN, DOOR OOL� ENTRY PORTICO AND w�4S REMAIN y�� d BUILDER: EXIBT'STIG [XI97'G ,SI_IG pRQ)5 IXI9T'G PROPOSED WEST ELEVATION DESIGNER: NORTHSIDE [in DESIGN ASSOCIATES DL NCTIWRESIDENTIAE&COMMERC DESIGN 141 MAIN STREET'YARMOUTHPORT-MA 02675 (506)362-2210 (SOB)362-9W2 NORTHSIDEDESIGN.COM NORTHSIDE1000MCASTAET STRUCTURAL ENGINEER: SHNGLES AND STANDING SEAM TAYLOR DUIMOPm SHINGLE S� METAL ROOF COLOR PCOST% �°"A �E'�C1 T10PP' DESIGN LLC 6.5 4 STAMP: MATCH EXUTG ROOF PfTCN — PROPOSED TOP. Lim OF EXI7RING DIAMOND SHINGLE PATTERN TO MATCH O i I m PROJECT: PSOPOSEDSOP NEW PORTICO . OEXIMSLa i — — i ` — GARAGE ROOF PROPOSED I CROW Y RESIDENCE .. _-- ....,....�_.,.. PROP _-^I ALIGN I wt 88 TOWER HILL ROAD P�rroi - - - - - 4iiD - OSTERVILLE,MA. " • El _ STRUCfl1RAL - 17•ROUND TAPERED WILM w CAP AND BASE ^F TITLE ~� � ^•'� PROPOSED PROPOSED sxE N.WALLS K/ ELEVATIONS b `- - �- WALK PATIO STONE VENEER AND 2' THICK STONE WALL CAP ..� -- - W/BULLHOSE EDGES ( - SCALE"1/8"=V-0 PROPOSED. Tim — GARAGE RAISED FL — 0 1 2 4 8 PROP GARAGE. DEuc TO GARAGE 9LAe PROJECT#: SHEET ADD NEW DEDC RAIL TO HATCH oD3T'G 14-39 PROPOSED A.3 SOUTH ELEVATION DATE: OF 08/18/15 13 'GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. siOTHERWISE NOTED. 02.ALL INTERIOR WALLS SHALL 3ALL.CONTRACTOR: an ICI _ 'RESPONSIBILITY ANYp r■■rlwtwrwwltll .DIMENSIONS NOT BROUGHT TO •-INCORRECT THE ATTENTION OF THE r■■I■Iarrrlwl■•._. / ■.11■1■■ell■I■■t1I■_ I■■tlltlw,■11■1■•■1._ 1..::.I.tl.■■1■1l.■■It[II ..1.11...1.11...1.11.. awml■I■,■■I■1■■■■1■loss Ilal•■■tl■1■■w■1■1■■■■I•. 11■mal■■1■■,1■■1■■■1■altm In......,1■■,I„Iwm■1■m. 11l/11 ��enun■lununuutn 'Lill ■nulnnlnnu■uunle_r[[_uu■■nln■nw■■uW_ ' I!,, I_� Iil Irtt:raunun■u■4IrII nnuwwR■ u■■aunun■In4un■■n■nt! �.-._•--------------'----•-••••• ■wtnWarlW■atnW■tm I■t,l'IZ/m■ml 141■1■■■■1ml■t■/1,1■■■■1■lam■...�: ��Ij IIIIIIIIII IIIIIII (miasmal •-- I■meRn■ilia■1■Unn■W■■t 1■■■ 1■O ■■■1•■Iraml■■I■t■1■■Ira■1■■1r1 _i^��.�_!:-■aaaar >s!Inion, ■ntlw■nm ■ruI l■m1 ,n 41em_.._..._.._..._..rm4n .-- v t■rtmra■IRI•r•I�iuui■ru Ile7l�• iili■niieiniiuimiliiiuwiu�iu■iunin uan■■■nnuwuuvuuuuu I uu■u4m■Iwvtl n■.•- uuunmm•t•_m■nuu4ul••■•men•■u•uuw uuuuuu■r—uunn■um Ca.� - ■nuu■uuuraunluuuuuuuuuw4w ■Inniiiw I�Ii an����r —`0iuiuiil =iiiiiiiiiili=iiiiiiiiiiiii�:='niTiiiiii=iiiiiiliiiiiiiii 0 COPYRIGHT ••j,� •• lyll nua•/■1+ inn■a■■nl■■■n,lr.�.ln,■■1 immis sommi III■■r.�_•�■1■ melr:l■■n■ a■Itlt■_•.Ilm■ml ■■lull rllq■a W n1U1■■■R■ume" '•1.. 1■■1■1■,■ml 10' mill ImR■.nnrl Ina '\I■l NORTHSIDE HEREBY EXPRESSLY ♦ ♦ ■mmml■1■■■,1■1,1 1■11 ■■nm■!■m■I ■� \II 1■■It■al■■11 1■■I 11/1 (4Ia/ IIII u,R/■ualltrr 1 \ 11■t■Ilal■■■Ilal ", 'mll■ ml■n■Ir1■■ r �•, 11 I■mltl■■■•11 Ini 1,1 m■1RESERVES ITS COMMON LAW __ m■■1■11■■■1■11■1 ♦ will II,I■m■Ilmll 1 I 1 wa■11m1■•r so, Ion I■U rltt■■U( I■1■I■■■■1■1■■■■ ", Iasilms 1■■■■1■11■■ I �11� I I,I■11■■q■ wail „' ■■ICOPYRIGHT - lalnl■■■1■■1■ml 1■■ NERIE■■■■1 1 I I Imlmml/IaRI Isis Rini ��■'^■.''' 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DGE � ���ST OqA FROMSTANDING sEAm METAL RODE, ' 2.ALL INTERIOR WALLS SHALL � )w pROPDDED GRIIf�ATED' COLOR TO BE SELECTED BE 2x4®16"O.C.UNLESS LAY ON ROM w ROOF. 00.IRE FOR BLTmIOR ( OTHERWISE NOTED. •Ib-OO. 1, LVLS(TYP.)W &DH LVL COLLAR TIE ETTH132 3.CONTRACTOR SHALL VERIFY PROPOSED 2 9 1-Y 16.LVL 2d2 NEADIER BEYOND - ALL WINDOW ROUGH OPENINGS HOUSE GARAGE �b RAFTERS B 26-CO0LLAR TIES PRIOR TO ORDERING WINDOWS. W O.C.(TYPJ 2,D COLLAR TIES •W O.C. 4.CONTRACTOR SHALL VERIFY .11 —2,I2 RIDGE— 5 5 144 4?LVL ALL DIMENSIONS PRIOR TO ,J� FASCIA SOFFIT ____ CONSTRUCTION.CONTRACTOR Ixb SOFFIT IX6 IT 4•�'✓ ______ hi ASSUMES RESPONSIBILITY FOR No FRIEM _._ ,___D ALUMINUM WnIX — Tom, ANY MISSING OR INCORRECT �D 29P— — — — — — — — — — — — — —IHHF)ADEx�_I — — — — — DIMENSIONS NOT BROUGHT TO GARAGE ROOF 2ttO RAFTERS rtSOF�w GARAGE ROOF THE ATTENTION OF THE •Ib-O.C. i DESIGNER. i Y � EXISTING ROOF FRAMING %1M To T(NPA DIA.))8 j' F AROWED < o rLug i srAGG���Di ` EDn9TIG WINDCPI TO BE I OPIG \ Y I 21- 1 l Y , Y RERAO®W SµALL 7 CawrrER DECORATIVE OPAQUE �Yp1D I AREA WINDOW REP.PROLH= t--- BEYOND _SPECS_ _ _ . _ _ _ _ oc -Tp• •o W p�(*w DA.) 2I� NO. REVISION DATE IXISTING TOP_,—, ,L9 PROPOSED / SHAPED TO HEADER.54? •BATH 8TEF1 — — — PROP. EROP. BEAM, TM=x II-w HIOL.USE ® COPYRIGHT STAIR 'ST oROPP® GARAGE / .nIW T GLUZ4 STAGGER NORTHSIDE HEREBY EXPRESSLY ExIsrlNc M.BATH f' RESERVES ITS COMMON LAW COPYRIGHT. .el THESE PLANS ARE NOT TO BE rr REPRODUCED.CHANGED OR b COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST ST FL � (S OBTAINING THE EXPRESS WRITTEN /PROP', __ J_ \� \� EXSSTNG/PROP., PERMISSION AND CONSENT OF IXISTF ILIKx, —.— —.— - .—.— —.—.—.—.—.—. NORTHSIDE DESIGN ASSOCIATES. iNG FLOOR GARAGE SLne — — — — — — — — —'— — —'— — FIN.DECK FEKISTING RAM EXISTING - BUILDER: FOUNDATION PROPOSED RIDGID FOAPS WALL CRAWL INSULATION SPACE P21r M TER OF GARAGE SLAB(TYP.) SECTION A-A DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL 8 COMMERCIAL DESIGN CONT/RIDGE VENT 142 MAIN STREET'YARMOUTHPORT•MA 02675 (TYP.) LAY ON ROOF W 216 (508)362.2210 ISM)362.9802 1 W O.C. NORTHSIDEOESIGN.COM ga-"Ifi-LVL NORTHSIDEIV OMCAST.NET mdo RAFTERS• B 16-OO.(TYP.) 2,9 cL.G..LO19TB STRUCTURAL ENGINEER: •16•or- ____ _____ 34M TAYLOR DESIGN LLC •• PRIED TOP, . — — — — — — — — — — — — — — — — — — — — — — GARAGE ROOF STAMP: 218 DROPP® 66,ox- G.G.JOgT9• — - - - - - - - - — ROIROSM TOP. - - - - - - - - - - - - - - - - � E �4 ROOF F Y PROJECT: PROP. - PROPOSED PROPOSED ROOF DECK PROPOSED BATH NO.3 COMPUTER AR EA I-4VA-76'® CROW _ - TA• °'C` Ir.FOUND TAPERED ZND RESIDENCE PR p. PROPOSED PROPOSED CAUF01 W CAP AND HA�L �'w GARAGE UTILITY CLOSET BASE TO BE SELECTED 88 TOWER HILL ROAD PROP, OSTERVILLE,MA. COVERED 36-H.WALLS, . ® WALK D STONE ETA ON DIIROCK ON METAL r� FRAMING,FOR OUTDOOR KITCHEN APPLIANCES TO D CLIENT SELECTION TITLE STONE WALL CAP TO BEY IXIST-G/PROP., — — — — — — — — — THICK w But .. EVGEs — — Isr FLOOR BUILDING SECTIONS pRp�p9ED, - PERMEABLE PAVERS GARAGE IST FL. CURB OR RESTRAINT — — —PROPOSED, SCALE:1/8-=1'-D" TO RETAIN PAVERS GARAGE SLAB PROPOSED 2-BEDDING COURSE 0 1 2 4 8 CRAWL SPACE STONE BASE y- , STONE SUBBASE PROJECT#: SHEET 14 39 A.5 DATE: OF SECTION B-B 08/18/15 13 w GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6@ 16-O.C.UNLESS • - - OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 20 @ 16"O.C.UNLESS OTHERWISE NOTED. • 3.CONTRACTOR SHALL VERIFY �t ALL WINDOW ROUGH OPENINGS -G PRIOR TO ORDERING WINDOWS. PROPOSED FIREPIT AND ,—`-�4�{ SURROUND LOCATION TO BE I 4.CONTRACTOR SHALL VERIFY SITE DETERMINED. PERMEABLE ALL IONS PRIOR TO CONTRACTOR TO CONFIRM A LOCATION IS COMPLIANT W/ PAVERS. PATTERN CONSTRUCTION.CONTRACTOR LOCAL CODE J PER OTHERS ASSUMES RESPONSIBILITY FOR _ ANY MISSING OR INCORRECT WALL DIMENSIONS NOT BROUGHT TO FIREPIT KIT By _m PROPOSED CAP OTHERS. FIREPIT&PAVED o THE ATTENTION OF THE PROVIDE 2'STONE SURROUND - DESIGNER. VENEER®SIDES AND SANDSTONE CAP.W/ 1'—O -: BULLNOSE EDGES •? v FIRE' ❑ .o FIRE :.' —G 4 v PIT 'v PIT ' o PATIO TO BE OF PERMEABLE PAVERS ON BEDDING COURSE NO. REVISION DATE WRAP FIREPIT W/12' WIDE DECORATIVE CURB PROPOSED WIDE COPYRIGHT FIREPIT&PAVED NORTHSIDE HEREBY EXPRESSLY SURROUND RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF BIRDBATH. PROPOSED NORTHSIDE DESIGN ASSOCIATES. SURROUND LOCATION TO BE PAVED SITE DETERMINED. O BIRDBATH o SURROUND TO BE OF PERMEABLE SURROUND - 0 BUILDER: PAVERS ON BEDDING COURSE. PROPOSED PAVED BIRDBATH SURROUND DESIGNER: NORTHSIDE DESIGN PROPOSED PROPOSEDASSOCIATES [111111.11.11E RESIDENTIAL B COMMFRGAL DESIGN FIREPIT AND BIRDBATH SURROUND FIREPIT AND BIRDBATH SURROUND lAl MAIN R'YARMOUTIIPORT•MA02675 ISOR)362-962-2230 (508)362-9802 F N D N PLAN PLAN NORTHSI1000 CAST.N NORTNSIDEl®COMCAST.NR STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED CROW RESIDENCE 88 TOWER HILL ROAD OSTERVILLE,MA. TITLE FIREPIT&BIRDBATH PLANS SCALE:1/8"=1'-0" 01 2 4 8 7-744 PROJECT#: SHEET 14-39 A.6 DATE: OF 08/18/15 13 '0 MIN . ,. �i —�()�_ — = ate:: -`j.�•��1I� ■ i Mill : . i� OCR M_ r�i�T�iiii► _ —1 - - �—� j %%� r/ r/ % ! 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UNTIL CONCRETE HAS 'sIKAFLEX IA' 21b IS 161 06r- ATTAINED T DAY 9TREIY.TH .CONCRETE FOOTING. 3.CONTRACTOR SHALL VERIFY AND BWN TOP 4 BOTTOM 6'CMlPACTED 36N36'2II2'DEEP fi44E PLATE � � ALL WINDOW ROUGH OPENINGS OF WALL ARE PROPERLY FILL SEROIRFD. 6x6 6/6 WWF, TOP 16 OFFMVtQLASS PRIOR TO ORDERING WINDOWS. S 0 A6 REBARS CONr. WAYS •HILL FOLY VAPM BARRIER 4.CONTRACTOR SHALL VERIFY u-mam CONT, •• ALL DIMENSIONS PRIOR TO TOP 4 BOTTOM I I=111='11 .,,. . ..`;:, '•:. ":...:`,:.:;';,'...: .•. �� O'W�• CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR CARR7 OMT'PROOFINGV T4 .a-ftyx asnaOR ANY MISSING OR INCORRECT GUM OVER TOP OF —_—III III—III=1 i I III III—III 4 NAIL DIMENSIONS NOT BROUGHT TO FOOTING THE ATTENTION OF THE I SIDING SEE ELEVATION DESIGNER. 2x4 KEYWAY III I 1=1 1=1 1-1 — _ — N coeX F.T.FLYND. a 1e P I I—I I—I I I_ II ——I 1 I e..a KEBABS, CONT. ! ; — _ _ = _ _ __ I I I i I_I I I—I I I_I III—I I �T,— I I - 2L.P.T.«LL I=1 ; ,.> :. " : , .' I=1 I=1 i t=1 I I=1 I I I I I=1 I I I 11-1 I I =m SILL aEALEe III 1 I I1=1�=�LI=1 :.: II In CDx �.YK= I=1_-- I 11=III=III =I I 1=I I —_ = — 11— „;K EI s.,D� ITT—III—I I_t i 1=1 i 1=t 1=1 11=1►I—I i I—►i I—I i 1=1 III—II I III III III—I 11=1 I I I 11=1 I I 111 111 I I 1=1 I I P,DDR ,D,B,n,,.2F.FRAMING I—I I—I I I I—III—I I I I—I I—I I-1 I I—I I—III =III=1 I =1 11=III=III=III=1I1=1I1=1I1=111= 11=111= ��+�/4'PLATE wABHn� o� NO. REVISION DATE III=III=1 I—III=III-1 I=III III—III—III—III-1 ® COPYRIGHT ' n 21_bn n .A NORTHSIDE HEREBY EXPRESSLY r I n FILL 4 TAMP E'OUT FOR m COPYRIGHT. n RESERVES ITS COMMON LAW Tar:'�.EiIrL." Onn.A..�P"'.awLe� 3-0 - I/FT.Ei.�OF��FRwIDa E.W Q 6T E THESE PLANS ARE NOT TO BE h«QE NO - REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER G - WHATSOEVER WITHOUT FIRST 2 L A L L Y COLUMN FOOTING DETAIL '"°"I°""'m''T' - A DETAINING THE EXPRESS WRITTEN t AROUND ALL QQIING! a PERMISSION AND CONSENT OF A NORTHSIDE DESIGN ASSOCIATES. TYPICAL D U S T C A P AND FOOTING SCALE: 1 Y2"=1'-0" oAMFRooFINo 4 BUILDER: SCALE: 1 yI'= 1'-0" NOTE.FOOTING ffiMLL BEAR ON OOWACTED CAAN/LAR FILL OR NATURAL UNDIST REIM GRAN1LI4 AR SOILS FREE OF CLAY,PEAT, LQY'I VEGETATIVE OR ORGAIUC HATERIAL.NOTIFY DESIGNER RFff�IATEL7 IF DIFFFREfT CDNDTfIONS ARE EiCQMTERRED 3 FOUNDATION SHELF DETAIL SCALE: 1 Y"= 1'-0" DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN IRI MAIN STREET•YARMOUTHPORT.MA 02675 (508)362-2210 (5M)362.9802 NORTHSIDEDESIGN.COM NORTHSIDE I@COMCAST.N ET STRUCTURAL ENGINEER: FLOM JOIST TAYLOR DESIGN LLC _aDu VeNT- 2xB BMTZD STAMP: TO FLANGE i40LL VENT BIDING 813 ELEVATION ' R(IDGE EQ4RD ® .- 'Tr~Ha�SaeAT 0AT VARY « —PROJECT: ® PROPOSED 1g ODxfLYWOOD CROW 2001610. RESIDENCE RNR FELT FAFNIJ4 , R-Ia FIBERGLASS I apt Coc PLYWOOD 88 TOWER HILL ROAD *AFTM V� SEAM SIZES VARY OSTERVILLE,MA. MIL.FITLY VAPO M49M INpuL. R-ee I TITLE GARAGE DETAILS Q4uLSE STL..BM. IN FIRE RATED am SCALE:1/8"=1'-0" 5 G I N I axe BOLTED 4 I C W I SCALE 1-1/21 • 11-W TO FLANGE 0 1 4 8 SCALE 1-1/2' - I'-& PROJECT#: SHEET GA AGE ,ass D.1 C JOIST TO STL. SM_ CONNECTION DATE: OF V SCALE 1-1/2' - 1'-& 08/18/15 13 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL TO 2x8 TOP RAIL, PITCHED TOP RAIL, PITCHED TO DRAIN OT HER NOTED. NLESS TO DRAIN 62 NOrCHID TO 6Q NOTCHED TO RECEIVE SHINGLES $ PROP. REC. R M. RECEIVE SHINGLES PROP. R E C. R M. I / 2.ALL INTERIOR WALLS SHALL BE 2x4®16-O.C.UNLESS Ix I ANDERSEN 400 SERIES Ix BLOCKING OTHERWISE NOTED. BLOCKING. I I CARRY MEMBRANE TO GLIDING PATIO DOOR. — 2x2 BALUSTERS = BOTTOM OF DOOR, IB• MODEL>sFWGGp6pL W/ UP 2r2 BALUSTERS — CARRY MBE 3.CONTRACTOR SHALL VERIFY UP WHERE NO DOOR CUSTOM GRILL PATTERN 2T6 OCT.WALL ALL WINDOW ROUGH OPENINGS N.C.SHINGLES TO I I W.C.SHINGLES TO PRIOR TO ORDERING WINDOWS. MATCH EXISTING hT4 DECKING MATCH EXISTING Ix4 DECKING 2T8 TOP RAIL, PITCH TO TOP RAIL, � SUMPERS SLOPE�� WIDE PLANK PINE FLOORING ALL DI 4. MENSIONS NSIONS PRIOR TOTRACTOR SHALL TO DRAIN `- E•k' WIDE PLANK PINE FLOORING TO DRAIN PER FOOT ! lY1 NOTCHED T PER FOOT PROP. CONSTRUCTION.CONTRACTOR l Q NOTCHEDT EDPM ADH RECFJVE SHINGLES INSULATION TO CODE ASSUMES RESPONSIBILITY FOR RECEIVE I�'I F4 ROOFING MEMBRANE 9V PLYWOOD 9UBFL.00R �4 KNEEYIALL — SING MD'BRANE ���• D SIJBFLOOR R E C. R M. ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO 2M KNEEWAL.L k TO LADE )y PLYwaoD INSULATION TO CODE THE ATTENTION OF THE DF/—/-IN5ULATIONSCUPPER II-T6'TJ.1 FLOOR DESIGNER. SCUPPER �r 1� JOISTS 1 Iv O.C. W PLYWOOD SHEATHING °l/ SHEATHING 4 fxB FASCIA ALUMINUM GUTTER 24 P.... DECK AWMINUM GUTTER _ 6o FASCIA aOISTS 1&L'O.C. 618 FASCIA I I JOISTS 1 II DECK Ix SOFFIT 6Tf.SOFFIT 2x6 P.T.LEDGER. 11-T6'T.J.I.FLOOR Lx OWNSOF M II-W TJ.I. FLOOR CROWN MOULDING CROWN MOULDING JOISTS 0 10 O.C. CROWN MOULDING 2xB P.T.LEDGER. JOISTS 1 ICI'O.C. (TTP) JOSSTHR BOLT TO RIM lT7P.) JOTS BOLT TO RIM (TYP.) NO. REVISION DATE JOIST. JOIST. (S))I-9!11 11-T6'LVL METAL FRAMING 96'TYPE'X'FIRECODE (S)1- ex 11-T6' LVL METAL FRAMING 96'TYPE'X'FIRECODE HEADER, DROPPED G.W.B.GARAGE WALLS AND HEADER, DROPPED HANGER G.W.B.GARAGE WALLS AND DROPPED CURVE ® COPYRIGHT CEILING CEILING PLYWOOD HEADER SHAPED NORTHSIDE HEREBY EXPRESSLY - 4 TO ROOM. RESERVES ITS COMMON LAW HI-9"xll-76'LVL CONT. CONSTRUCTION.%' EADER OVER GARAGE I"a PLYWOOD(2141 DIA.), 341 COPYRIGHT. DOORS THICK x II-W NIGH.USE THESE PLANS ARE NOT TO BE 12'0 ROUND TAPERED WEST GLUE•STAGGER REPRODUCED,CHANGED OR BAS MN W/CAP AND JOINTS_ ;241 PROP. COPIED WHATSOEVER WITHOUT FIRST ER STRUCTURAL WOOD OBTAINING THE EXPRESS WRITTEN BRACKET REF• PROP. GARAGE PROP. GARAGE 121 D ROUND TAPERED COVERED PERMISSION AND CONSENT OF DETAIL nFi, P.D.2 COLUMN WV CAP BASE AND PATIO NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORTHSIDE 7 BALCONY / BRACKET DETAIL 8 ROOF DECK / COLUMN DETAIL 9 COVERED PATIO / COLUMN DETAIL DESIGN .E AssoclATEs SCALE" 1-%" = V-0" SCALE" 1-%" V-0" SCALE" 1-Y2" = 1'-0" DISTINRIVE RESIDENTIAL&COMM ERGAI DESIGN lit MAIN STREET•YARMOUTHPORT•MA02615 (SM)362-2230 (SOHI 362-SM2 NORTNSIDEDESIGN.COM NORTHSIDE 1®COMCASTMET _ 2 FSTRUCTURAL ENGINEER: TAYLOR ROOF AB° E DESIGN LLC 2x6 EXTERIOR WALL E LVL HEADER STAMP: (0)9f VIA. WASH wABHERs BO 14 SIDES.ALL THRU - BOLTS TO BE - _J�J' GALVANIZED OR EPa" COATED ,,,,II,, - —PROJECT: �- •fig a2' r PROPOSED n P.T.6x8 n illill; CROW RESIDENCE 2)%-DIA.REVEAL N it II I T �' LAG BOLTS _@_ 88 TOWER HILL ROAD REVEAL I *W p uS i!I�;I!II OSTERVILLE,MA. III m ry1ryTLry TITLE: P.T.Lx8 BRACE, CUT\ � _ _ � �IiIII'lii AS SHOWN FOR ARCH _= IIIIIIII GARAGE DETAILS Av P.T.Gxb I!II!I�!II� LVL POST L SCALE:1/8"=1% 2'-Itr TI:Is S.A. I I E iil i i i 0 1 2 4 8 IPI�I PROJECT#: SHEET 14-39 D.2 i �tA STRUCTURAL WOOD ROOF BRACKET DATE: OF 1 08/18/15LEn 1-/" = 1 -0 13 J GENERAL NOTES - - 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16-O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY Wx8" SQUARE COLUMN EXISTING EXTERIOR ALL WINDOW ROUGH OPENINGS PROVIDE CEMENT WALL PRIOR TO ORDERING WINDOWS. BOARD WHERE CONCRETE 15 AGAINST 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO bx6 P.T. POST, WOO ASSUMES RESPONSIBILITY FOR D AS NEEDED CONSTRUCTION.CONTRACTOR CONTINUOUS WWF 6X6 (p 0 ANY MISSING OR INCORRECT TOP L OF cJ�B DIMENSIONS NOT BROUGHT TO /J THE ATTENTION OF THE BRICK VENEER EXISTING V%"q'x71j" FL DESIGNER. JOISTS @ 'N" O.C. RILL AND EPDXY TO WALKWAY o . EXISTING WALL. #4 REBAR @ 12" O.G. •.` 4: n NO. REVISION DATE LEDGE FOR BRICK n ® COPYRIGHT • a• NORTHSIDE HEREBY EXPRESSLY 2@ #5 REBAR5 CONT. RESERVES ITS COMMON LAW E AROUND ALL COPYRIGHT. OPENINGS 8" CONCRETE 5LAB THESE PLANS ARE NOT TO BE EXISTING CONCRETE REP ODUD IN FORM ED.CHANGEDOR MANNER BLOCK FNDN WALL 2@ #5 REBARS CONT. 6" COMPACTED FILL WHATSOEVER WITHOUT FIRST TOP AND BOTTOM OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. 2x4 KEYWAY BUILDER:V2D 3@ #5 REBAR5 CONTINUOUS [in ESIGNER: NORTHSIDE DESIGN 5" 5" ASSOCIATES O" - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN ICI MAIN STREET•YARMOUTHPORT.MA 02675 (5081362-2210 (508)362.9802 NORTHSIDEDESIGN.COM NORTHSIDE I@COMCASE.NET 4 4 PROP PORTICO STOOP : FOOTING AND SLAB STRUCTURAL ENGINEER: SCALE" 1 -%2" = 1 '-O" TAYLOR DESIGN LLC STAMP: NOTE: FOOTING SHALL BEAR ON COMPACTED ` GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS PROJECT: ARE ENCOUNTERED PROPOSED CROW RESIDENCE 88 TOWER HILL ROAD OSTERVILLE,MA. Nk TITLE: OPTIONAL HOUSE DETAILS SCALE:118"=V-0" 0 1 4 8 PROJECT#: SHEET 14-38 D.3 DATE: OF 08/03/15 13 • GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16'O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. I r� I I 3.CONTRACTOR SHALL VERIFY 2x6 DBL.TOP PLATE .I i — DBL TOP PLATE ALL WINDOW ROUGH OPENINGS I I 1 I I I PRIOR TO ORDERING WINDOWS. I I I SIMPSON SM(20 GA.) •i.YnJ j 4.CONTRACTOR SHALL VERIFY I ALL DIMENSIONS PRIOR TO L RESPONSIBILITY FOR CONSTRUCTION. B LC RAFTER• 16' O.G. ASSUMES SPONSI 2( STUDS 0 161 O.C. ANY MISSING OR INCORRECT I I DIMENSIONS NOT BROUGHT TO •I I j THE ATTENTION OF THE 0 2x STUDS• 16'O.G. DESIGNER. °o H2.5 6 EA. RAFTER HEADER •i � I I I o$ FULL W.T. BTM PLATE 14OR UPLIFT STRAP 1/2' CDX 5HEATHI TOP PLATE STUD >< ." 0 MULTIIPLEE OPENINGSH WINDOW SILL 5/8' ANCHOR BOLTS•36' O.G. cE RIM JOIST NO. REVISION DATE MIN. r EMBEDMENT �� w/3'x3'xl/4' PLATE WASHER ° I NA LLS 0 9'�10M.� OTKI�L4DG 9T�UDD I JOISTS 0 COPYRIGHT L.NR •` RE NORTHSIDE EXPRESSLY SILL PLATE ITS COMMON AIRAFTER TO PLATE CONNECTION 12 GA.ANCHORS TYP• NAIL TOP PLATE COPYRIGHT. SCALE,N.T.S. 2- 5/8' ANCHOR BOLTS TO BTM. OF NDR. THESE PLANS ARE NOT TO BE II w/ ' ' WASHERS II � REPRODUCED,CHANGED OR I ° I 3x3 PLATE 2 ROWS 16d NAILS•3' O.G. COPIED IN ANY FORM OR MANNER •° WHATSOEVER WITHOUT FIRST II I/2'COX. SHEATHING - .� I OPt7JlllCa OBTAINING THE EXPRESS WRITTEN I I SILL PLATE TO TOP PLATE FOUNDATI I.; PERMISSION AND CONSENT OF II SEE NAILING SCHEDULE II. �I NORTHSIDE DESIGN ASSOCIATES. II I 5/8' ANCHOR BOLTS s 36' O.C. 8 U S CJ MIN. 7' EMBEDMENT BUILDER: SCALE.N.TS. w/5'x3'xl/4' PLATE WASHER @C .SILL TO PLATE CONNECTION w/ SHEATHING D O C 9CALE�N.TS. SCALEI N.TS. DESIGNER: NORTHSIDE DESIGN ASSOCIATES JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 141MAINS RESIDENTIR OUTHPO T-M DESIGN 1°3 MAIN STREET YARMOVFHPORT'MA 02675 C40MMON NAILS BOX NAILS (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM ROOF FRAMING NORTHSIDEl®COMCAST.NET BLOCKING TO RAFTER(TOE NAILED) 2-W 2-l0d EACH END RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END STRUCTURAL ENGINEER: WALL FRAMING TAYLOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-I6d 5-16d AT JOINTS G o DESIGN LLC STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'O.C. HEADER TO HEADER(FACE NAILED) lid lid 24'O.C.ALONG EDGES G FLOOR FRAMING 2)16d COMPION STAMP: JOIST TO BILL, TOP PLATE OR GIRDER o(TOE NAILED) 44W 4-IOd PER JOIST BEAM 4 STRAP NAILS 6' O.G. u SIIMPSON BLOCKING TO JOIST(TOE NAILED) 2-W 2-IOd EACH END BLOCIUNG TO BILL OR TOP PLATE(TOE NAILED) 3-16d 4-Iid EACH BLOCK 6i LSTA 1 EA. RAFTER LEDG STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH J015T JOIST ON LEDGER TO BEAM(TOE NAILED)ER 9-0d 3-lod PER JOIST DISTANCEPROJECT BAND JOIST TO JOIST(END NAILED) 3-I6d 4-16d PER JOIST \ BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-Iid PER FOOT I� PROPOSED ROOF SHEATHING / /� i CROW WOOD STRUCTURAL PANELS '/ ' RESIDENCE ( _ RIDGE BEAM 88 TOWER HILL ROAD RAFTERS OR TRUSSES SPACED LAP TO Ib'O.C. 8d IOd b'EDGE/4"FIELD RAFTERS OR TRUSSES SPACED OVER 16'O.c. 8d I0d 4'EDGE/6'FIELD NOTE, OSTERVILLE,MA. PJ ARE NOT GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG ad I0d 0EDGE/6'FIELD RELNI DWHEN COLLAR TIER OF GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL 8d I0d 6•EDGE/b'FIELD NOMINAL 66 OR 2x4 LUMBER OUTLDOKER9 ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 8d lod 4'EDGE/4'FIELD THIRD OF THE ATTIC SPACE AND ° CEILING SHEATHING ATTACHED TO RAFTERS USING TITLE CAL EACH CDRNEx FRAMING TIE-DOWN GYPSUM WALLBOARD 5d COOLERS - T EDGE/10' FIELD DETAILS WALL SHEATHING STRAP CORNER STUD ODOWN WOODI STRUCTURAL P SCALE,H.T.S.BG4LE N.rS. SCALE:1/8"=1'-0" STUDS SPACED UP TO 24'O.C. Bd IOd i' EDGEA2'FIELD TT AND 2%e FIBERBOARD PANELS 8d _ 3'EDCE/6'FIELD 0 1 2 4 8 'GYPSUM WALLBOARD Sd COOLERS T FDGEAO' FIELD FLOOR SHEATHING PROJECT#: SHEET WOOD STRUCTURAL PANELS V OR LLMS 8d lod 14-39 D.4 i' EDGE/I' FIELD GREATER THAN I' I0d lid b'EDGE/6'REIM DATE: OF 08/18/15 13 'GENERAL NOTES — '-10' 1.ALL EXTERIOR WALLS SHALL rL 2q 4----------- C-L r BE 2x6 @ 16"O.C.UNLESS 1. L OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL Gx&P.T.POST BE 2JT4 @ 16-O.C.UNLESS ------- ------------------- ----------I [ f� 1 >� OTHERWISE NOTED. CL rL, 3.CONTRACTOR SHALL VERIFY -------------------- -------- ALL WINDOW ROUGH OPENINGS ._6 ��W..2i;CZCLiM I 5-7Y2 PROP COVERED OUTDOOR BASE PLATE 4(2)W DIA. PRIOR TO ORDERING WINDOWS. ..................... PERMEABLE PAVERS ON StflQMR ANCHOR BOLTS ON 210.36'02' ...DING COURSE DEEP CONCRETE FOOTING--- 4.CONTRACTOR SHALL VERIFY ----- - - IW T14ICK 4' ALL DIMENSIONS PRIOR TO EXISTING HOUSE ON MIN.CONCRETE WALL ON CONSTRUCTION.CONTRACTOR CONTINUOUS 20'.10&' ASSUMES RESPONSIBILITY FOR CONCRETE BLOCK -------------------- -4 FOUNDATION V117111 CONCRETE FOOTING PROP. ANY MISSING OR INCORRECT CRAWL PACE DIMENSIONS NOT BROUGHT TO r NVVL 0 .,4, 1 .......... .................................. .............................. THE ATTENTION OF THE I I I............................ .................... 2'CONCRETE rL DUST CAP ON 10 NIL DESIGNER. APOR RETARDER B/4 10 0 12-O.C. 2.1010 Ifil'O.C. _7 .CL CUT 36ox3(.' :m 111111 111111 FOR CRAWL EXISTING r--------------- PROPOSED CRAWL SPACE -I / I 1 --------------------------CONC.FILLED PATIO PATIO CL L PERMEABLE STEEL LALLY ON ON 6 MIL.VAPOR ON ZONE__'DEEPRETARDER I PAVERS NO. REVISION FOOTING I I I ........................ ................................................ .................... w6ai6�6 0 COPYRIGHT INSU TION 24'MIN. I '10 PERIMETER PROPOSED NORTHSIDE HEREBY EXPRESSLY EXISTING METER COMMON LAW GARAGE SLAB!(TYP.): GARAGE RESERVES ITS I C. CRAWL SPACEL COPYRIGHT. r LEDGIED FNDN 10'THICK x 4-CONC.SLAB ON 6 PLANS ARE NOT TO BE CONCRETE WALL I MIL.VAPOR CONT.FOOTING. REPRODUCED.CHANGED OR COPIED IN ANY FORM OR MANNER LEDGE HEIGHTV OR BACKFILL W1 CLEAN I I FLOOR DEPTH HEIGHT COMPACTED FILL I WHATSOEVER WITHOUT FIRST -------- OBTAINING THE EXPRESS WRITTEN I---------- ------------------- 7 CL PERMISSION AND CONSENT OF 5--------- NORTHSIDE DESIGN ASSOCIATES. LING 11A I i :1 :� I!-LT PROVIDE%'-TYPE'X' PROVIDE 45 1 CONTRACTION-JOINTS FIRECODE G.W.B.,ENTIRE R RS 0 12'D.C. GARAGE AND VERT IN51 FBUILDER: ANCHOR BOLTS 0 36' 1 PITCH J61 PER FOOT EXTEND EXISTING I O.C.MIN.71 EMBEDMENT TOWARDS DOORS DECK 1,12-TO ME 3-WO.'PLATE WASHER j W PROP05ED GA�GE JS 4'.4',,25'COLUMN"'SIDE: OF ORDP_T0P_OF_KAt ................... CONTRACTOR BASE PLATE SHALL MAINTAIN 6x&P.T.—A 1 12-0 DOOR OPENINGS DIA.ANCHOR BOLTS("V 48'MIN.FOOTING POST (TYP.) I LINE OF P.5 : : PROP. I EXISTING DECK IL--(TYP.) I COVERAGE I iBRICKI _------------------- 5'CONC. ------------------------ SLAB -,STOO14 CL NORIHSIDE ---------------- ------------- 0 TO SUPPORT BRACKET COBBLESTONE APRON '-23/4` DESIGN 118 LVL POST UP/DN. ABOVE(TYP.) L[I ASSOCIATES I L PATIO LINE 2'-3t D15TINRIVE RESIDENTIAL&COMMERCIAL DESIGN , ' 25'-0' -YARMOVTHPORT-MA 02675 zz q-6 GARAGE 241 MAIN STREET ISM)362-2220 (SCII)362-9= NORTHSIDEDESIGN.COM NORTHSIXIVCOMCAST.NET F-STRUCTURAL ENGINEER: TAYLOR EXISTING ,BASEMENT/ DESIGN LLC STAM1 EXISTING P: BRICK STAIR F'PROJECT: PROPOSED CROW TYPICAL NOTES: FOUNDATION NOTES: GARAGE 88 TOWER HILL ROAD I. CONTRACTOR SHALL 51TE INSPECT ALL EXISTING VS. PROPOSED I.MIN FOUNDATION WALLS TO BE 10-POURED OSTERVILLE,MA. CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY CONCRETE W 20#5 BARS TOP 4 BOTTOM. FOUNDATION WALL TO BE ON 10 STRIP 6.CONTRACTOR SHALL ENSURE THAT ALL DESIGNER OF ANY DESCREPANCIE5 AND/OR CHANGES THAT MAY BE FOOTING.PROVIDE BM HORIZ.BARS FOUNDATION WALLS MAINTAIN 4'-0'MINIMUM ENCOUNTERED. CONTINUOUS IN STRIP FOOTING W/KEYWAY COVER. EXTENDED 3'-6'MEN.ABOVE TOP OF FOOTING. 0 PROVIDE SIS VERT.DOWELS 0 24-O.C.WOR;z EXTE I v !!ROVIDEIWEB STIFFENING PLATES AT ENDS 2. CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME PRaVIDED%'ANCHOR BOtTS4l-3k,-O�.CfMAX?—� !!EAMS(TYP.) THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND MIN.7-EMBEDMENT W1 3'.3'.Y'PLATE WASHER. TITLE THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION 6.SEE STRUCTURAL DRAWINGS FOR LOCATIONS PROPOSED OF PROPOSED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF 2.STRUCTURAL STEEL COLUMNS TO BE W OF ALL STRUCTURAL COLUMNS. FOUNDATION&FIRST CONCRETE FILLED LALLY COLUMNS TO EXTEND q.CONTRACTOR SHALL NOT SCALE DRAWINGS FLOOR FRAMING PLANS SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO To FOOTING BELOW.PROVIDE 6*.fi'.%'CAP FOR DIMENSIONS.ANY MISSING, INCORRECT OR FOUNDATION AND FIRST FLOOR PROPOSED BUILDING AS PRESENTED IN FINAL CONSTRUCTION PLATE 4 7'.12'.V.*BASE PLATE W 20%'DIA. OUESTIONABLE DIMENSICNS NOT BROUGHT TO BOLTS/WELD ALL CONNECTIONS.FOOTINGS TO THE ATTENTION OF THE DESIGNER BECOME THE DOCUMENTS. BE 36'.36'.12'SOUAREECONCRETE W/50-5 BARS RF5"515ILrry OF WE CONTRACTOR. FRAMING PLANS EACH WAY. @A` 'AND SCALE:1/8"=V-0- ; ! G9:CON OTHER FILLED FOUNDATIONS- , 5.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ 3.DOUBLE FLOOR J015TS UNDER ALL PARALLEL 1ld�:GAI&POURED CRETE WALL W/20 VS TOP 4 SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL PARTITIONS. BOTTOM BARS.FORM FOUNDATION ON 2O'xIW 0 1 2 4 8 INTEGRITY OF EXISTING HOUSE. STRIP FOORINT.PROVIDE 20 US CONTINUOUS 4.CONCRETE SLAB T0.8Z VVR4R UIT Ejo ED BARS AND KEYWAY IN STRIP ON I �r WALL KEY 4.CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL COMPACTEDTOP I AND BEAM CO u BARS TO MAIN WALL BARS. EXISTING HOUSE COMPONENTS AND lt)SwT.RANSITICN REINFORCING W/.5 BARS PROJECT#: SHEET 16 INTERIORS DURING CONSTRUCTION SPACED 0 12'D.C.VERTICALLY.PROVIDE W AN CONSTRUCT TEMPORARY STRUCTURE5/ENCLOSURES AS MAY BE 5.CONTRACTOR TO PROVIDE BASEMENT INDOWS 12'ANCHOR BOLTS 0%*O.C.M".MIN.7' 14-39 EXIST'G C.M.U. FNDN WALL5 NECESSARY TO ENSURE SUCH PROTECTION. VENTILATION AS REQUIRED BY CODE(W EMBEDMENT W 3'-3*.P'PLATE WASHERS 5. STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION OR MECHANICAL) A.0 PROPOSED lo' POURED CONC. WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR DATE: OF FNDN WALLS WALL PLASTER BOARD/FINISH. 08/18/15 13 GENERAL NOTES _ 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL N BE 20 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS OPTIONAL WALL PRIOR TO ORDERING WINDOWS. I' S8GMENr FOR 30•.30• OU COUNTERTOP MPUM A 7A WEN 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO UN CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR 26%CUSTOM BARN PROP ANY MISSING OR INCORRECT STTLE DOOR COVERED WALK %�N''� W. DIMENSIONS NOT BROUGHT TO FORUNDER STAIR PERMEABLE OUTDOOR Z,�. (FIN.)WALLS B STORAGE ACCESS. - PAVERS SHOWER THE ATTENTION OF THE A.$ ctm.DR... -2 -6 I,-I _44 � �OCu CAP WALLS TO HAVE 7 DESIGNER. _ BENCH eD16I 5 STONE VENEER CH PROPOSED DUROOC FRAI'IMG W _ •Ter TP ON.4' STONE PATIO Y APPLIANCES ) • • • STORAGE STORAGE I I STORAGE TO�� AIR m PEFSVABLE PRO —zees........... --ass. .....Jsoe- UTILITY CL. PAVERS B YA CLOSET ............................ ......................................................................... T-II7* STONE MALL CAP 1,.A.5 PROP. _---- TO BE 2'TNICK w BULLNOSE STORAGE zaae i i BTTTO E CLOSETS I I NO. REVISION DATE PLYWOOD II ADJI�TABLE PROPOSED a 3uBFICOR " 3NELVIW FROM W I I STORAGE AREA FIRE-RATED nIN. A.F.P. LLFT JP V—— FIRE-RATED � I I Tile - •N.■Ii•W. ® COPYRIGHT PROVDODR I (FIN.)MALLS NORTHSIDE HEREBY EXPRESSLY I I RAMP U 4'W. STEP ION 4•OR �-11 RESERVES ITS COMMON LAW I I E%ISnNG pR L RAISE UP TO FRAM'®FLOOR 71LE RAISED STORAGE I I COPYRIGHT. M. BATH 51TELOC MEN R BE REPRODUCED.CHANGED OR U b •i' 517E IONETO BE I I �E THESE PLANS ARE NOT 70 BE EXISTING EXISTING �_ I I `- PROPOSED ��^� COPIED IN ANY FORM OR MANNER BEDRM.NO.2 MASTER BEDRM. — — WHATSOEVER WITHOUT FIRST ...... .................. { .......................................1...I..................................................... ............... ...... m .........S.T.QN�.P..mRQ...............�..I........................ •• ••a •• , - OBTAINING THE EXPRESS WRITTEN A'$ I I TOP ANONp, PAVE - A.$ PERMISSION AND CONSENT OF �y PROPOSED DOOR{`V NORTHSIDE DESIGN ASSOCIATES. m T' o r ID � NICHES � IN I I GARAGE / \ PROP.ENTRY CURVED WALL, I I SLAB ON GRA \ me REF.INTERIOR L21 ELEVATIONS I I - BUILDER: ,„I,♦ NSIIN. " SET �` � TYPE•�ic•IFiA meZZZZZ TTW 6-PANFL. ' _-_ AAD COLLM ENTIRE GARAGE •GALL.w 3i• DOOR Ii ACCESS PANEL ER � ___-- TUIS AREA. NEATER ST.0 CFNSi I Br. W.CENTCLOSET BOP.T.PINS ® c_L--_ XISTING - 'eT PAVE - DESIGNER: NOR17-ISIDE ®� ----- ----- ATH EXISTwc eratTm — I I STONE PATIO 9DAARE ---- ----- DECK D>«a PROPOSED NO.2 I I DESIGN TS 444hI23•COLUMN To o I I EXISM SUPPORT STEEL BEAM ABOVE �aLC= 2'i• ASSOCIATES PLANTER a 96•N. 1D•W. � - 2666 ;! DN.9R D D D (PIN.)W STI WALLS DINCEIVE RESIDENTIAL&COMMERCIAL DESIGN I I 30I MAIN STREET'Y0 ARMOVTHPORT'MA 026]S 1 I FIAT CLG. SLOPE T STEP ON. (5061 362-22 30 I6D6I 362-9802 EXISTING I I I TO DECK I I FOYER I APRjXI NORTNSIOEDESIGN.COM I I II I I d I I I NORTHSIDEIQCOMCAST.NET ® F P I I STRUCTURAL ENGINEER: EXISTING I EXISTING I _ TAYLOR KITCHEN I BREAKFAST DESIGN LLC STAMP: I O ------------- REF , EXISTING EXISTING - PROJECT HALL PORTICO EASI I LIVING PROPOSEDIN GRM. ' CROW I I EXISTING CL ;ET!i I DN•4R CRO V V PTRY/ I I EXISTING I I DINING RM. LDRY GARAGE NOTES 88 TOWER HILL ROAD _____ OSTERVILLE,MA. ALL WINDOWS ARE TO BE o ANL.ESS 0 40IR BSE N ON. GR��I PER . BUILDING ELEVATIONS TITLE GROUND FLOOR PLAN WALL KEY SCALE:1/8"=V-0" O EXISTING WALLS C=====7 WALLS TO BE REPIOVED 0 1 2 4 8 PROPOSED 1PROPOSED ® WALLS PROJECT#: SHEET GROUND FLOOR PLAN 1439 A.1 DATE: OF 08/18/15 13 GENERAL NOTES �. 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. N 2:ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS - OTHERWISE NOTED. _ 3.CONTRACTOR SHALL VERIFY LI� ALL WINDOW ROUGH OPENINGS 4, PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY G �L ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR TW7bQ TY17btZ _ ANY MISSING OR INCORRECT • ' ' - DIMENSIONS NOT BROUGHT TO PROP. PTiCSN ON, THE ATTENTION OF THE jo ENTH N0.3 I I s• L _ DESIGNER. PLA B .........................F.. I Fl.�T CI.G I i i CI&T I Prral DN. i A.S 2880 POCKET I PROP. PROP. Y - i I I - COMPUTER - ---------------------I ' W.C. AREA - LCONY .............................. .......BUILTA N NO. REVISION DATE j STAIR I I CL. CL.I P. ` ® COPYRIGHT r___________________ _____________ W. I 266BII ii I I 1 'I I 1_ �I ❑ P Q NORTHSIDE HEREBY EXPRESSLY ------ -- ---ir�-_I-.. RESERVES ITS COMMON LAW ---�95•ARONED W ARICNEDJ �,. COPYRIGHT. (, THESE PLANS ARE NOT TO BE I fE,IZ BIZIu9en aP'G OP'%G I TP E , � , ,__r T • -0�>I' 5'_ 6,'-0`----+-y'-4 4' T REPRODUCED,CHANGED OR A , COPIED IN ANY FORM OR MANNER VAULT ON. VAULT ON. I I WHATSOEVER WITHOUT FIRST I OBTAINING THE EXPRESS WRITTEN .......... ..........................I I A PERMISSION AND CONSENT OF ...................... ........................................................................................................ ............................ ...................................... ....................... ................... I ? A,$ NORTHSIDE DESIGN ASSOCIATES. j ' II ' WET BAR I I 0f19TING E'X19TDIG I I I I fth satr i I I BUILDER: W. ABOVE - I_______________ NMTCN MISTY. OPERABLE PROPOSED ...'• .... • PROP. I I ROOP tea• ROUND TOP RECREATION RM. G3MT WINDOW ......-., PORTICO EAR TO� "am• DESIGNER: GARAGE WALL CUCART2N0 NORTHSIDE a supmo1 DESIGN NDXISTING - - Y i I DECK BELOW 1 , ASSOCIATES T 7,12 FD I VAULT ON. VAULT D/I. TN4 I I / J. DISTINCTIVE RESIDENTIAL&COMMERCM DESIGN I ( PITQI CH. PET01 pl. 141 MAIN STREET'YARMOUTHPORT•MA 02675 I 1 _ _ FP ;'-, (508)362-nIO (509)362-99M ___________________________ • - t-�.,......._.. NORTHSIDEDESIGN.COM I I I NORTHSIDEI®COMCASTMET - ' PROPOSED I I I PROP. 7.17 I I I s ROOF —BALCONY— ROOP I IL7 '' .BF2LIN - Bp,q.1 STRUCTURAL ENGINEER: I I pOyTiNG ... :-; :B 14 PITCN! �L LVL NEADER I I 3bi2 ..:.,, .,.... .. ..... .'. .. TAYLOR T-� BALCONY T DESIGN LLC - I I , I Ii 25. LI'-T STAMP: I I I I I I - I . ❑ PROJECT: I I 1 I I 1 PROPOSED CROW GARAGE I I 1 I I NOTEt_i I , 88 TOWER HILL ROAD I I , ALL WINDOWS ARE TO BE �pS i OSTERVILLE,MA. UNLESS eXISTING onsnw ❑ GRII I IM APPLIED PER 3b �12 , , BUILDING ELEVATIONS I I I I I I TITLE: SECOND FLOOR PLAN HALL KEY 0 EXISTING WALLS SCALE:1/8"=1'-0" �__---� WALLS TO BE REMOVED !m) PROPOSED WALLS 0 1 2 4 8 PROJECT#: SHEET PROPOSED 14-39 /r, •2 2ND FLOOR PLAN DATE: /'1OF 08/18/15 13 GENERAL NOTES —114 1.ALL EXTERIOR WALLS SHALL BE 2z6 C 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS PROPOSED GARAGE OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR _ PROPOSED TOP,— — — — — ASSUMES RESPONSIBILITY FOR GAiFijCr�ROU�` y ANY MISSING OR INCORRECT _- DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE R"aMil LE5 TO DESIGNER. . FMTCW DDST'G SHIRGLE5 AND _.__..........- --.__...- -_.... 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RIDGEEXISTING CUPOLA FROM STANDING SEAM a AL ROOM, 2.ALL INTERIOR WALLS SHALL v¢xT(TTPJ T pROPDg¢ppg¢p�.ARAGeR� � cam To BE SE BE 20 @ 16"O.C.UNLESS FOR 9XTERIOR nuft i k O RD W ROOF.W0 �RE wLs(Tw,)w 09VOTHERWISE NOTED. LVL COLLAR TIE EETINFR Give3.CONTRACTOR SHALL VERIFY ING 29ji 'Ik•LVL a`a HEADER � ALL WINDOW ROUGH OPENINGS �IIHOUSE GAKACE� 2l6 COLLAR TIES PRIOR TO ORDERING WINDOWS. b a RAFTERS 6 r k•o f k'O.C.(TTP.) 216 COLLAR TES Zvi- —21G RIDGE_ 6.6 •k•oz. ALL D MENSIONS PRIOR TO VERIFY I-►1.�?LVL 1.6 FASCIA � - FASCIA CONSTRUCTION.CONTRACTOR 1.6 SOFFIT ASSUMES RESPONSIBILITY FOR 68 PRIEST (9) kMIA'LVL® — ALUMINUM GUTTIIt — ram' ANY MISSING OR INCORRECT ID S9P— — NALUMINUMDIMENSIONS NOT BROUGHT TO GARAGE ROOF 2,10 RAFTERS h SOFFIT.ALIGN w GARAGE ROOF THE ATTENTION OF THE •k•O.C. / DOW'1ER 8ORP1T DESIGNER. EXISTING ROOF FRAMIDIG i/ i/ \\\ 1 W PED (*W D 9 1S' &W Yam`\ § AWNED / c3 TINIOC a 4-W HIGH.USE MOT F~ USED < \\ i \ GLUE STAGGER.LDINT6 2 0E1STm WINDOW TO Be I 01% \ / \ 1 21 . REPLACED W 4m, 7 CQ�6VTER \\ DECORATIVE OPAQUE g1pI AREA ♦ - WIN REP.PROJECTrd I t--- BETQID / — — —•— —'— — — PROP.. NO. REVISION DATE W PLYWOOD(tw OW) 2ND � jyp(19TING TOP_.—. .— .—.— — • O '• •O / SHAPED TO NEADFR.34Y M PROPOSED BATH PROP. EROP. 9TEpy BFLyT THICK K II-T6'HIGH.USE ® COPYRIGHT STAIR '�T OROPP® �AF2AGE / WEST GLUE•STAGGER EXISTING JDINES f TA• RESERVES I HEREBY EXPRESSLY M.BATH f RESERVES ITS COMMON LAW COPYRIGHT. q .�H THESE PLANS ARE NOT TO BE rr REPRODUCED.CHANGED OR b COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN TI9T/PROP.- -- J- `\ \\ GIs FLOOR Ig7 FNR PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. F7(ISTING: PROPOSED: FIN.DKK FETING FLOOR — — — — — — — — — —,—.—.—,— GARAGE BLAB EXITING - BUILDER: FOUNDATION PROPOSED RIDGID FOAM HL CRAWL INSULATION o? SPACE F2*ERIMITER oP GARAGE 6LAB(TTP.) SECTION A - A DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAE DESIGN COP/RIDGE VENT ('TYP) 142 MAIN STREET'YARMOUTXPORT•W 02675 LAY ON ROOF W 2K (503)362-2210 (508)362.9902 •k•O.C. A NORTXSIDFDESIGN.COM eI—"lN'•LK I� NOUHSIDEIGCOMCAST.NEr alb RAFTERS• 6 Is'O.C.(TYP.) rSTRUCTURAL ENGINEER: 216 CLG.Jolasm •k•O.C. _ � TAYLOR DESIGN LLC PROPDSED TOP: 20 DROPPED — — — — — — — — — — — — — — — — — —GARAGE ROOF STAMP: a.G.b6Ta 1 • CL — — — — — — — — — - — — — — — -Ppceosm TOP,_�1y. 'GARAGE ROOF `� q 21.E JI F Y PROJECT: PROP. — PROPOSED PROPOSED ROOF DECK PROPOSED BATH NO.3 COMPUTER AREA 1-"11 CROW T.A•16.or- 2ND RESIDENCE IY•ROUND TAPERED pR4 p. PROPOSED PROPOSED C01_l/E'T W CAP AND HALL STEEL�w GARAGE UTILITY CLOSET RAW TO BE Se riTtn 88 TOWER HILL ROAD PROP. OSTERVILLE,MA. COVERED 56'H.WALLS, ® WALK 2•STONE VENEER ON OUROCK ON METAL FRNTIN6 FOR OUTDOOR li KITCHEN APPLIANCES TO b CUo+T SELECTION TITLE STONE WALL CAP TO BE 21 DUST'G/PROP.. — — — — — — — — — — THICK W BULLFWSE DES — — Is�rpFLOOR BUILDING SECTIONS _ PERMEABLE PA%TRS GARAGE 1ST FL. CURB OR RMTRAINT — — —PROPDSIDA SCALE:1/8"=1'-O" TO RETAIN PAVERS GARAGE�� PROPOSED 2'BEDDING COARSE 0 1 2 4 B CRAWLSPACE STONE BASE ( — STONE SUBBASE FPROJECT#: SHEET 14-39 A.5 DATE: OF SECTION B-B 08/18/15 13 GENERAL NOTES .1.ALL EXTERIOR WALLS SHALL BE 2x6®16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY CL ALL WINDOW ROUGH OPENINGS '-6 PRIOR TO ORDERING WINDOWS. PROPOSED FIREPIT AND SURROUND LOCATION TO BE SITE DETERMINED. PERMEABLE A L DIMENSIONS OR SHALL VERIFY CONTRACTOR TO CONFIRM ALL DIMENSIONS PRIOR TO LOCATION IS COMPLIANT W/ PAVERS. PATTERN CONSTRUCTION. CONTRACTOR LOCAL CODE CPAVED ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT m DIMENSIONS NOT BROUGHT TO FIREPIT KIT BY PROPOSED OTHERS. - THE ATTENTION OF THE FIREPIT&PAVEDPROVIDE 2-STONE SURROUNDDESIGNER. VENEER @SIDES AND S 'o ANDSTONE CAP.W/ 1'-OBULLNOSE EDGES 4 �9 1. �?fl E PIT PATIO TO BE OFPERMEABLE PAVERS ON,BEDDING COURSE - NO. REVISION DATE WRAP FIREPIT W/12'WIDE DECORATIVE CURB ® COPYRIGHT NORTHSIDE HEREBY EXPRESSLY SURROUND RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF BIRDBATH PROPOSED NORTHSIDE DESIGN ASSOCIATES. SURROUND LOCATION TO BE PAVED SITE DETERMINED. -1 BIRDBATH q SURROUND TO BE = SURROUND BUILDER: OF PERMEABLE 0 PAVERS ON BEDDING COURSE. PROPOSED PAVED BIRDBATH SURROUND DESIGNER: NORTHSIDE DESIGN ASSOCIATES PROPOSED PROPOSED [DKTM 1 VE RESIDENTIAL&...ER.DESIGN FIREPIT AND BIRDBATH SURROUND FIREPIT AND BIRDBATH SURROUND 'CI(SW3 WIN T-1110 ARMDUTHFORT•MAD26T6 (5081362-II30 15081962-9802 NORYH IDEDESIGN.COM F N D N PLAN PLAN NORTHSIDE2000MCA9TMET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED CROW RESIDENCE 88 TOWER HILL ROAD OSTERVILLE,MA. TITLE: FIREPIT&BIRDBATH PLANS SCALE:1/8"=V-0" 0 1 2 4 8 PROJECT#: SHEET 14-39 A.G DATE: OF 08/18/15 13 i Mill %'s or ®mil ............................. s % SO- 0 r r ., // OEM r _ 0 r 1 0,010 FAME on II II 11[e] 001 A ill %' ' I �� •i.` �:■ii�■>:�' !'..` } ' '\; _ ■-■ �� lid ..= /�/% %�i ii :••,'••:,�. � �'( - moll 10, 10, �� i�%� % � /i� ill% Ii/ ®■ i�� - 310 !�' ■ ■ ■ - ■ III rra /// ••�11%V/01001 /i �r`A /p Ilrl/ // I / rl/ ''•'• • F/0,10 J.�+� it / • •'•_== i i 1 ' 1 1 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL TOP OFF W/LLFLEXIBLE 9-Yl•CQIC.FILLED 9T—LALLY -BE 2x6 16"O.C.UNLESS JOINT SEALANT COL"C NOT TO EXCEEDIINNEWwT KIPS - LOADING AND/OR B' OTHERWISE NOTED. 4'CONCRETE SLAB ' 2.ALL INTERIOR WALLS SHALL BITUI'MINOU9 JOINT FILLER, TOP BE 2X4(8 16"O.C.UNLESS DO NOT BALKFILL WALL 2'CONC OI/ST CAP 6 1'4L POLY VAPOR R BIT MI FLEXIBLE JOINT JOINT R, TO►lf �PLYMMO OTHERWISE NOTED. UNTIL CONCRETE NAS •SIKAFLEX IA' 24 r Y'O.G. ATTAINED 7 DAY STRENGTH CONCRETE FOOTING, 3.CONTRACTOR SHALL VERIFY AND BOTH TOP 4 4'COMPACTED 965166'xl2•DEEP BASE PLATE it-114 ALL WINDOW ROUGH OPENINGS OF HALL ARE PROPERLY FILL gam- 6116 4/6 NW, TOP Jb OF MINIM ADS IlIBUL PRIOR TO ORDERING WINDOWS. �_�_ _ 9 0 06 REBARS CONT. WAYS •MIL,POLY VAPOR SAIMElt 4.CONTRACTOR SHALL VERIFY .a-cweoo OWL — — •• ALL DIMENSIONS PRIOR TO TOP 4 BOTTOM _ r''K'�' CONSTRUCTION.CONTRACTOR III=III=1 �� ASSUMES RESPONSIBILITY FOR TrGfLI'MID.,I>eFI,ODR ANY MISSING OR INCORRECT URRY 0W'RROOFIN6 I I=I I-I : _ _ _ 4 NAIL To Jams DIMENSIONS NOT BROUGHT TO OVER TOP OF _-III III-III-III-III-i i-I I r FOOTING THE ATTENTION OF THE BIDIWA BEE M."ATIO) DESIGNER. 2u KEYWAY III III-I i I=1 I I-I C14 FLYN0. . SO s REBARS,CONT. _ 111111111-6. I I I I=III—I I—I —I I I—I I I I 21s F.T.ELL I I I—I I I III=III L' aLL...I.. I I III 111-111-III-I _ - - - - - - _ _ _ m In COX PLYK= _-_ _I I-II I-I I-I I I—I I I—I I—I II—III I I III —I I I—IIElIII I I I I—I II MILL T ,ENT FLOOR imam-ff.FRAMING III=I I =I I I=III=III=III=III=III=III=III= I I=III= ���/4',LATE wA, ER NO. REVISION DATE III=1 I I=1 I=1 i t=III=I I-1 I I III=III=III=1 I I=1 C) COPYRIGHT ' n 21_bn n - 'a O THSIDE HEREBY EXPRESSLY rra w a m wa a --N' M FILL STAMP V OUT FOR ° m RESERVES ITS COMMON LAW aMur mi RAT, COPYRIGHT. IYFT. PROVIDE THESE PLANS ARE NOT TO BE 91_On IY eeD� yp1�NO - REPRODUCED,CHANGED OR ° COPIED IN ANY FORM OR MANNER 4 WHATSOEVER WITHOUT FIRST 2 L A L L Y COLUMN FOOTING DETAIL 9 S REBATE CQTf. _ OBTAINING THE EXPRESS WRITTEN �ARA7lm ALL OFQSNGO PERMISSION AND CONSENT OF ° NORTHSIDE DESIGN ASSOCIATES. Y P AL D U S T C A P AND FOOTING SCALE: 1 Yz"= 1'-0" O°"�100°F1N6 0)!SCALE-.'lCY2 �° BUILDER: "=1'-0" NOTES FOOTING ON"BEAR ON COMPACTED GRANU=.FlLL OR NATURAL WmiSTUiBED GRANULAR SOLE FRS OF CLAY,PPAT, 1Q41 VEGETATIVE OR ORriANIC MATERIAL.NOTIFY DESIGNISI PMF]StATE.Y IF DIFFERENT CONDR10N9 ARE ENCOUNTERED 3 FOUNDATION SHELF DETAIL SCALE: 1 Y2"= 1'-O" DESIGNER: NORTHSIDE DESIGN ASSOCIATES ISTINCTIVE RESIDENTIAL B COMMERCIAL DESIGN 14I MAIN STREET'YARMOLRHPORT-MA 02675 (508)362-2210 (508)362-9902 NORIHSIDEDESIGN.COM NORTHSIDE 1000MCASTMET STRUCTURAL ENGINEER: FLOOR JOIST TAYLOR DESIGN LLC lon"VENT 2xS BOLTED STAMP: TO FLANGE 11OL1 VOMIT SIDING SEE ELEVATION • - - RrIDGE BOARD PROJECT ® - . *rYV NDLBO4RAP FLAY VARY N III Cax-PLYWom= ® PROPOSED CROW ,,,.,.•o Is FELT poi4m RESIDENCE R-I9 FISERGLASB INWL- alw Cox FLYWOOD 88 TOWER HILL ROAD *AFT19t VOIT BEAM SIZES VARY OSTERVILLE,MA. •MIL.POLY VAPOR BARRIER P44M INSUL. �'GJVD. • 2Ao TITLE: GARAGE DETAILS ENGAS!BTL.SM, IN FIRE RATED N I C. BNEETROOK SCALE:118"=1'-0" • 5 I aLs BOLTED 4 IC W I scALe i-1/2, • r-o' TO FLANGE 0 1 2 a 8 BGALE 1-1/2, • I'-o' - PROJECT#: SHEET GARAGE ,4_39 D.1 JOIST TO STL. HM_ CONNECTION DATE: OF V SCALE 1-112" - P-& 08/18/15 13 GENERALNOTES -6k61.ALL EXTERIOR WALLS SHALL 216 TOP RAIL, PITCHED 216 TOP RAIL, PITCHED TO DRAIN BE 2x6 O.C.UNLESS TO DRAIN OTHERWISE ISEE NOTED. I Q NOTCHID TO bQ NOTCHED TO RECEIVE SHINGLES PROP. R E C. R M. RECEIVE SHINGLES PROP. R E C. R M. I / 2.ALL INTERIOR WALLS SHALL \ I BE 2x4 @ 16"O.C.UNLESS BLOCKING ANDERSEN 4W SERIES Ix BLOCKING OTHERWISE NOTED. _ I I CARRY MEMBRANE O GLIDING PATIO DOOR. 20 T _ CARRY ryp•ERgNE I 3.CONTRACTOR SHALL VERIFY BALUSTERS ���OF DOOR,�� MODEL OFWGfOi6L - UP ALL WINDOW ROUGH OPENINGS UP WHERE NO DOOR CUSTOM GRILL PATTERN 2xi�'WALL PRIOR TO ORDERING WINDOWS. W,C.SHINGLES TO I I W.C.94INGLES To MATCH EXISTING 614 DECKING MTCN EXISTING 64 DECKING 216 TOP RAIL, PITON W TOP RAIL, PITCH 4.CONTRACTOR SHALL VERIFY TO DRAIN SLEEPERS, SLOPE�' i WIDE PLANK PINE FLOORING TO DRAIN SLEEPERS, SLOPE�' WIDE PLANK PINE FLOORING ALL DIMENSIONS PRIOR TO - PER FOOT i. PER FOOT CONSTRUCTION.CONTRACTOR LQ NOTGNID T 6f1 NOTCHED T PROP. ASSUMES RESPONSIBILITY FOR RECEIVE SHINGLES ROOFINGRAME A y� PLYWOOD 5U5FLOOR REGEIyE SHINGLES — I I� E yf PLYWOOD 91JBFLOOR INSULATION TO CODE R E C. R M. ANY MISSING OR INCORRECT 2 2t4 KNEENALL _ DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 2.4 KNEEI4ALL k YWOOD INSULATION TO CODE yi'PLYWOOD INSULATION TO CODE DESIGNER. �� SCUPPER JOISTS•IkPIDOR SCUPPER 16'PLYWOOD SHEATHING SHEATHING PLYWOOD---- SHEATHING i /� Ix6 FASCIA ALUMINUM FASCI GUTTER ---&O6 P.Tf DECK ALUMINUM GUTTERR `- 6 P.T.DELK Ix0 FASCIA i FOISTS o k'O.C. 616 FASCIA JOISTS 0 k'O.G. Ix SOFFIT 66 SOFFIT 6 3OFFTf 2xB P.T.LEDGER. II-T6'TJ.I.FLOOR 2x8 P.T.LEDGER. II-T6'T.J.I. FLOOR CROWN MOULDING THRU BOLT To Rln JOISTS•1&1 D.C. �)MOULDING �7T4 THRU BOLT To RIM '�ST5 a 16,O.C. (TCROWN MOULDING NO. REVISION DATE (TYP•) JOIST. JOIST. (9)I-9,rx II-T6'LVL METAL FRAMING W TYPE'X'FIRECODE (3)I-9h II-16' LVLMETAL FRAMING 96'TYPE'X'FIRECODE HEADER, DROPPED G.W.B.GARAGE WALLS AND HEADER, DROPPEDHANGER G.W.B.GARAGE WALLS AND DROPPED CURVED 0 COPYRIGHT GEEING CEILING PLYWOOD HEADER SHAPED NORTHSIDE HEREBY EXPRESSLY TO ROOM. RESERVES ITS COMMON LAW (9)��� CONSTRUCTION, HEADER•xl�� L CQfT. ,-a GARAGE PLYWOOD(tI4'DNA.), 3-iYf COPYRIGHT. DOORS THICK ItII-T6'NIGH. USE THESE PLANS ARE NOT TO BE 12'♦ROUND TAPERED WEST CLUE 4 STAGGER REPRODUCED,CHANGED OR COLUMN W/CAP AND JOINTS 3 24' COPIED IN ANY FORM OR MANNER BASE PROP. WHATSOEVER WITHOUT FIRST SUTURAL WOOD OBTAINING THE EXPRESS WRITTEN BRACKET RE'. PROP. GARAGE PROP. GARAGE 12'0 ROUND TAPERED COVERED PERMISSION AND CONSENT OF DETAIL OI'i, P.D2 �W/CAP AND PATIO NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORTHSIDE 7 BALCONY / BRACKET DETAIL 8 ROOF DECK / COLUMN DETAIL 9 COVERED PATIO / COLUMN DETAIL DESIGN AssoclATEs SCALE" 1-Y2" _ l'-0" SCALE" 1-Y2" _ l'-0" SCALE" 1-Y2" = V-0" DI .E .ESTINCIVE RESIDENTIAL&COMMERCIAL DESIGN M MAIN STREET•YARMOVMPORT.MA02615 (5081962-2210 (508)951.9802 NORTHSIDEDESIGN.COM NORTHSIDE 1@COMCAST.NET 12 STRUCTURAL ENGINEER: Bp TAYLOR ROOF ABODE DESIGN LLC 2xi EXTERIOR WALL E LVL HEADER - STAMP: (6)y,DIA.THRU BOLTS WITH WASHERS BOTH SIDES.ALL THRU Jq BOLTS TO BE GALVANIZED OR EPDXY COATED PROJECT: 2' PROPOSED .I P.T.ix6 �;I;I, RECESS CROW RESIDENCE — 2)+6' DNA. " ��II;II�I j T� T�.REVEAL \\\ 'LAG ea rs a If�l;;�l 68 TOWER HILL ROAD OST RVILLE,MA. A93NO oR FOR'AR<�.N - - IIIIIII y1 TITLE. _' illlllll h— �;II!II;I GARAGE DETAILS — lII;I!II P.T. LVL POST IIIIIIII! SCALE:1/8"=V-0" 2'-I it I ICE I I iil i i i 0 2 4 8 I�I!IpI PROJECT#: SHEET 14-39 D.2 9,� STRUCTURAL WOOD ROOF BRACKET DATE: OF V SCALE" 1-%" = l'-0" 08/18/15 13 GENERAL NOTES 1-ALL EXTERIOR WALLS SHALL BE 2x6(8 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 Q 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 8"x8" SQUARE COLUMN EXISTING EXTERIOR ALL WINDOW ROUGH OPENINGS PROVIDE CEMENT WALL PRIOR TO ORDERING WINDOWS. BOARD WHERE CONCRETE I5 AGAINST 4.CONTRACTOR s VERIFY ALL DIMENSIONS PRIOR TO Gx6 P.T. POST, WOOD AS NEEDED CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR CONTINUOUS WWF 6X6 616, ANY MISSING OR INCORRECT TOP OF SLAB DIMENSIONS NOT BROUGHT TO BRICK VENEER EXISTING I%q"x7V FL DESIG ERNTION OF THE -JOISTS @ tl8" O.G. RILL AND EPDXY TO WALKWAY /°— •• ' EXISTING WALL, #4 REBAR @ 12" O.C. LEDGE FOR BRICK , r w NO. REVISION DATE • ® COPYRIGHT - e NORTHSIDE HEREBY EXPRESSLY 2@ #5 REBAR5 CONT. - RESERVES ITS COMMON LAW 4 AROUND ALL COPYRIGHT. OPENINGS 8" CONCRETE SLAB THESE PLANS ARE NOT TO BE .•a�. EXISTING CONCRETE REPRODUCED,CHANGED OR BLOCK FNDN WALL COPIED IN ANY FORM OR MANNER 2@ #5 REBAR5 CONT. 6" COMPACTED FILL WHATSOEVER WITHOUT FIRST TOP AND BOTTOM - OBTAINING THE EXPRESS WRRTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. 2x4 KEYWAY .a 0/2u BUILDER: 3@ #5 REBAR5 CONTINUOUS T Jl� DESIGNER: NORTHSIDE " 5" ® SOSI GN ASSOCIATES — DISTINCTNE RESIDENTIAL&COMMERCIAL DESIGN 1E1 MAIN STREET.YARMOUTHPORT-MA 02675 ISMI3613210 ISM)362A601 NORTNSIDEDESIGN.COM NORTHSIDE 1@COMCASi.NET ,� ,� PROP PORTICO STOOP : FOOTING AND SLAB STRUCTURAL ENGINEER: SCALE" 1 -%2" = 1 '-0" TAYLOR DESIGN LLC STAMP: NOTEL FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS PROJECT: ARE ENCOUNTERED PROPOSED CROW RESIDENCE 88 TOWER HILL ROAD OSTERVILLE,MA. TITLE: OPTIONAL HOUSE DETAILS rCALE:118"=1'-0" 04 8 PROJECT#: SHEET ,439 LL13J 00 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16-O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS •� '� OTHERWISE NOTED. , I r� I 1 ' I I 3.CONTRACTOR SHALL VERIFY 2x6 DBL TOP PLATE .I I DBL TOP PLATE ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. I I I SIMPSON SP6(20 GA.) N i 4.CONTRACTOR SHALL VERIFY I ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR RAFTER 1 16' O.C. :I"�j ASSUMES RESPONSIBILITY FOR 2x STUDS• 161 O.G. ANY MISSING OR INCORRECT I I DIMENSIONS NOT BROUGHT TO •I THE ATTENTION OF THE e i•� 2x STUDS 1 16' O.G. DESIGNER. °e H2.5• EA. RAFTER HEADER FULL LICIT.STU ' -,J i BTM PLATE IID R UPLIFT STRAP •� �,,\'ll 1/2' COX SHEATHI CONTINUOUS HEADER TOP PLATE STUD—,., Iz''`? •MULTIPLE OPENINGS WINDOW SILL �L•I.� PLATE 5/6' ANCHOR BOLTS 1 36' O.G. RIM JOIST NO. REVISION DATE MIN. 7' EMBEDMENT , w/3'x3•xl/4' PLATE WASHER 4 LOOR JOISTS NAILS d TO EXKINGTEND 4EADDER 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY / A�AFTER TO PLATE CONNECTION 12 G'' ANCHORS T'P SILL PLATE RESERVES ITS COMMON LAW NAIL TOP PLATE COPYRIGHT. SfALE�N.T.S. I I 2- 5/8' ANCHOR BOLTS TO BTM. OF MDR. THESE PLANS ARE NOT TO BE w/3'x3' PLATE WASHERS 2 ROWS 16d NAILS REPRODUCED,CHANGED OR 3' O•C• COPIED IN ANY FORM OR MANNER • ti- it_ _ •4 OPENING WHATSOEVER WITHOUT FIRST II 1/2' CDX. SHEATHING ',f I OBTAINING THE EXPRESS WRITTEN II SILL PLATE TO TOP PLATE FOUNDATION— �I a PERMISSION AND CONSENT OF II SEE NAILING SCHEDULE I I NORTHSIDE DESIGN ASSOCIATES. jl 5/8' ANCHOR BOLTS 136' O.G. 8 S U c, Cj MIN. 7' EMBEDMENT �." ALE.N.T . w/3'x3'xl/4' PLATE WASHER BUILDER: SC @C .SILL TO PLATE CONNECTION w/ SNEATNING D O SCALE,N.T.S. 9CAI.E�N.T.S. DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINRIVE RESIDENTIAL 8 COMMEROAL DESIGN JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 141 MAIN STREET'YARMOIRHPORT'MA 02675 COMMON NAILS BOX NAILS (508)362-2210 (SORI 362.9802 NORTHSIDEDE5IGN.COM ROOF FRAMING NORTNSIDE 1®COMCAST.NET BLOCKING TO RAFTER(TOE NAILED) 24W 2-IOd EACH END . RIM BOARD TO RAFTER(END NAILED 2-Iid SAW EACH END STRUCTURAL ENGINEER: WALL FRAMING TAYLOR TOP PLATES AT INT'Qt4FLTIONS(FACE NAILED) 4-%d 5-6d AT JOINTS o e DESIGN LLC STUD TO STUD(FACE NAILED) 2-IUD 2-16d 24'O.C. HEADER TO HEADER(FACE NAILED) lid ILd 24'O.C.ALONG EDGES e o STAMP: FLOOR FRAMING BEAM 4 STRAP RIL5Cb COMMON e e SIMPSON JOIST TO SILL, TOP PLATE OR ORDER(TOE NAILED) 44Bd 4-10d PER JOIST F�� BLOCKING TO JOIST(TOE"LED) 24W 2-IOd EACH END � _ BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-IGd EACH BLOCK av e ISTA 1 EA. RAFTER - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) SAW 4-16d EACH JOIST Q,p e PROJECT: JOIST ON LEDGER TO SEAM(TOE NAILED) 34M 3-I0d PER JOIST DISTANCE BAUD JOIST TO JOIST(END NAILED) 3-16d 4-I6d PER JOIST \ BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-Iid PER FOOT ii PROPOSED CROW GE ROOF SHEATHING ° � '� RESIDENCE WOOD STRUCTURAL PANELS RID BEAM RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Ltd IOd 6'EDGE/6'FIELD 88 TOWER HILL ROAD RAFTERS OR TRUSSES SPACED OVER 16'O.C. Ed IOd 4'EDGE/W FIELD NOTE. OSTERVILLE,MA. RIDGE STRAPS ARE NOT GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d IOd 6•EDGE/6'FIELD REQUIRED WHEN C AAR TIES OF GABLE ENDWALL RAKE OR RAKE TRUSS w/STRLKTURAL 8d IOd 6'EDGE/6'FIELD NOMINAL"OR 2x4 LUMBER 4 OUTLOOKERS ARE LOCATED IN THE UPPER . GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 8d IOd 4'EDGE/4'FIELD THIRD OF THE ATTIC SPACE AND CEILING SHEATHING )IOddNNAIIL TO RAFTERS USING TITLE: NAILS EACH END GTPSL/M WALLBOARD 5d COOLERS - r EDGEM& FIELD � TYPICAL F1KII CORNER FRAMING TIE-DOWN WALL SNEATNING / C IEZIDGE BAND STRAP DETAILS WOOD STRUCTURAL PANELS 9CALE�N.T.S.S U O J„_ 3cAle�N.r.s. SCALE:1/8"=1'-0" STUDS SPACED UP TO 24'O.C. Lid IOd 61 EDGEA2'FIELD 'AND 2'FIBERBOARD PANELS 8d - 3'EDGE/6'FIELD 0 1 2 4 8 'GYPSUM WALLBOARD 6d COOLERS - T EDGEAW FIELD FLOOR SHEATHING PROJECT#: SHEET WOOD STRUCTURAL PANELS 14 39 D.4 I'OR STR 8d IOd 6•jE& FIELDGREATER THAN V lod lid i• IELD DATE: OF 08/18/15 13 F GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL CL CL W2 BE 2X6 @ 16"O.C.UNLESS I QV2 _64 OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL P.T.POST BE 2x4 @ 16*O.C.UNLESS - ------------ ---------------------- --- ----------�- 4 (Trp-) OTHERWISE NOTED. CL 3.CONTRACTOR SHALL VERIFY .0ke, ---------- ALL VANDOW ROUGH OPENINGS -6 1 OUTDODR� BASE PLATE 4(2)W.Oil. PRIOR TO ORDERING WINDOWS. PROP COVERED PERMEABLE PAVERS ON ANCHOR BOLTS 014 56 X36 12 BEDDING CC DEEP CONCRETE FOOTING 0. .-0. 4.CONTRACTOR SHALL VERIFY I THICK 4 MIN.CONCRETE ALL DIMENSIONS PRIOR TO EXISTING HOUSE ON :1 WALL ON 0------------------------ . :I CONCRETE BLOCK r-1 CONTINUOUS 20'.10' CONSTRUCTION CONTRACTOR FOUNDATION ----------I - • CONCRETE FOOTING ASSUMES RESPONSIBILITY FOR CRAWL PROP. , I I : .:� I I ANY MISSING OR INCORRECT SPACE I --'- I I ..............................i. - .. : ................................................... ..................... /AB�'l DIMENSIONS NOT BROUGHT TO ".".'I V 1�1� THE ATTENTION OF THE 2'CONCRETE rL �,�5 DUST CAP ON 10 MIL DESIGNER. APOR RETARDER I 1 4' "-"116............ 1 UT 36'.36- 0 0 12-O.C.- 2.10 0 16`O.C. IRC PA J .J L H7'-4V2! 2- ('r2$,l 1 :0 PROPOSED............7 ... (,KAVVL SPACE ---------------------- A7 TIb I / I -$'CONC.Y LLED ON M LE ON -TEEL LALLF' )R I PAVERS ON 1 36'.36'.12-DEEP RETARDER PERMEABLE -.7 . I - I NO. REVISION DATE CCNC.FOOTING BEDDING COURSE w .................... .............. ......... ... ............................................. .............................. ........ . ......— RIDGID FOAM m Q COPYRIGHT INSULATION 24'MIN. PROPOSED NORTHSIDE HEREBY EXPRESSLY CRA00 PERIMETER OF RESERVES ITS COMMON LAW EXISTING GARAGE SLAB(TYP.) GARAGE COPYRIGHT. LEDGIED FNDN 10'THICK 4'CONC.SLAB ON 6 CL WLSPACE THESE PLANS ARE NOT TO BE CONCRETE WALL I MIL.VAPOR ;�';Op"-o CONT.FOOTING. I RETARDER REPRODUCED,CHANGED OR LEDGE HEIGHT±q-Y,'OR 1 BACKFILL W/CLEAN I COPIED IN ANY FORM OR MANNER FLOOR DEPTH HEIGHT 1 COMPACTED FILL WHATSOEVER WITHOUT FIRST I----------- -- ----- - - ---------------- OBTAIN NG THE EXPRESS WRITTEN - PERMISSION AND CONSENT OF -------------- TYPE NORTHSIDE DESIGN ASSOCIATES. PROVIDE 95 I CONTRACTION JOINTS FIRECODE GWB ENTIRE REBARS P GARAGE AND CEILING FNDN WALL o.try T VERT IN EXIST'G rBUILDER: _W ANCHOR BOLTS 0 36- 1 PITCH V PER FOOT EXTEND EXISTING I D.C.MIN.7'EMBEDMENT -r--TOWARDS DOORS DECK*12'TO MEET PI/3'.3'.P,"PLATE WASHER W1 PROPOSED GA�E I T5 4'x4'..25'COLUMN INSIDE: OROR-TOP-Of-HALL. I ..................... CONTRACTOR SHALL MAINTAIN 6x6 P.T.-Y4 I 1 12-0 DOOR OPENINGS -------- -TI W STD.BASE PLATEN(23 POST(TYP.) PROP. LINE OF (Typ.) .'A.ANCHOR BOLTS(I. I I 1 1 48'MIN.FOOTING EXISTING DECK L COVERAGE I iBRICKI/ 11 1 8'CONC. --------------------------- i��772 SLAB ST009 CL T --- ------------ j DESIGNER: NORTHSIDE Gxb LVL POST TO SUPPORT BRACKET COBBLESTONE APRON r ABOVE(TYP.) T DESIGN ASSOCIATES L PATIO LINE DISTINCTIVE RESIDENTIAI.&COMMERCIA1.DESIGN -------I r q- 6-- 25'-0' 141 MAIN STREET-VARMOUrMPORT-MA02675 GARAGE ON)362-2210 ISM)362-9902 NOUHSIDEDESIGN.COM NORTHIME1000M—MET rSTRUCTURAL ENGINEER: �'ll EXISTING TAYLOR BASEMENT, DESIGN LLC FxIsnNG 011 STAMP: /BRICKZ�// 0 STAIR 0 FPROJECT: PROPOSED CROW TYPICAL NOTES: FOUNDATION NOTES: GARAGE I. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROP05ED 1.MAIN FOUNDATION WALLS TO BE IW POURED 88 TOWER HILL ROAD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY CONCRETE W1 2"S BARS TOP It BOTTOM. OSTERVILLE,MA. DESIGNER OF ANY DESCREPANCIE5 AND/OR CHANGES THAT MAY BE FOUNDATION WALL TO BE ON 10'.20'STRIP 6.CONTRACTOR SHALL ENSURE TWAT ALL ENCOUNTERED. FOOONTINUTINGOUS.PROVIDE STRI 55 OOTING WORIZ.W1 KEYWAY. FOUN DATION WALLS MAINTAIN 4'-0*MINIMUM C IN P F PROVIDE.5 VERT.DOWELS f 24'D.C.WORIZ EXTENDED 7.PROVIDE WEB STIFFENING PLATES AT ENDS 2 CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME PROVIDE NOED 31-6-MIN.ABOVE TOP OF FOOTING. ROVID:K'ANC14OR BOLTS 6136'D.C.MAX. OF STEEL BEAM(TYP.) THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND MEN.7-EEMBEDMENT W1 5*,36xk'PLATE WASHER. B.SEE STRUCTURAL DRAWINGS FOR LOCATIONS TITLE PROPOSED THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION OF ALL STRUCTURAL COLUMNS. SHALL NOTIFY DESIGNER OF CONCRETE FILLED LALLY COLUMNS TO EXTEND q.CONTRACTOR SHALL NOT SCALE DRAWINGS OF PROPOSED BUILDING. CONTRACTOR 2.STRUCTURAL STEEL COLUMNS TO BE 3�' FOUNDATION&FIRST SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO To FOOTING BELOW.PROVIDE 6*.6'.%'CAP FLOOR FRAMING PLANS r FOR DIMENSIONS.ANY MISSING, INCORRECT OR FOUNDATION AND FIRST FLOOR PROPOSED BUILDING AS PRESENTED IN FINAL CONSTRUCTION PLATE 4 7'XI2'.V.'BASE PLATE w/2#Vl DIA+O QUESTIONABLE DIMENSIONS NOT BROUGHT To BOLTS/WELD ALL CONNECTIONS.FOOTINGS THE ATTENTION OF THE DESIGNER BECOME THE DOCUMENTS. BE 36'.36'.12-SQUARE CONCRETE W 5M BARS RESPONSIBILITY OF THE CONTRACTOR. 3.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ 5.DOUBLE FLOOR JOISTS UNDER ALL PARALLEL :0 GARAGE AND OTHER FILLED FOUNDAT 0;POURED CONCRETE WALL W/21.5 TO ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL PARTITIONS. BOTTOM BARS.FORM FOUNDATION ON 20'.10' 0 1 2 4 FRAMING PLANS EACH WAY. SCALE:1/8"=l'-O" IONS, SHORING 1 7 INTEGRITY OF EXISTING HOUSE. 4.CONCRETE SLAB TO BE 4'POURED CONCRETE STRIP FOORINT.PROVIDE 20 05 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP WALL KEY 4. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL ON COMPACTED FILL.CUT JOINTS ALONG WALLS FOOTING LAP TOP BARS To MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/.5 BARS rp- A CONSTRUCTION SPACED 0 P12'D.C.VERTICALLY.PROVIDE%,. EXISTING HOUSE COMPONENTS AND INTERIORS DURING e AND BEAM COLUMN LINES. PROJECT SHEET NO CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE 5.CONTRACTOR TO PROVIDE BASEMENT 12-ANCHOR MAX.MIN.7' 14-39 O.C. EXI5T'G C.M.U. FNDN WALLS NECESSARY TO ENSURE SUCH VENTILATION AS REQUIREDBY CODE(WINDOWS BOLTS 43 Vy'PLATE WASHERS PROTECTION. OR MECHANICAL) EMBEDMENT W/3'xt 56' A.0 5. STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION PROPOSED 10' POURED CONC. WHEN FRAMING 19 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR FNDN WALLS WALL PLASTER BOARD/FINISH. DATE: OF 08/18/15 13 .-'q- ` GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL N BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS OPTIONAL MALL PRIOR TO ORDERING WINDOWS. 602ME Y FOR 90%dW rl �Z OUTDOOR PL/1 OVEN 4.CONTRACTOR SHALL VERIFY ALL rl DIMENSIONS CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR 2N6 CUSTOM BARN ANY MISSING OR INCORRECT PROP. 9i•N.x 25•W. STYLE ODDS COVERED WALK THENSIONS NOT OFT THE TO FORLDWt STAIR P�ABLE OUTDOOR •jl�. CPIN.)L'IrA.L9 B STORAGE ACCESS. - PAVERS SHOWER A.$ -Z -6 PA '14' 'S 9ILcom CAP WALLS TO HAVE 4• DESIGNER. HALL . SENOI ERNOI /-�' STOKE VENEER ON Y PROPOSED DUROCK FRAMW..W • STEP ON.4' STONE PATIO of�18 FOR°�OQOR STORAGE STORAGE III STORAGE TO SLAB AIR W I PERMEABLE APPLIANC ('TYP.) PROP PAVERS --sGe ............--she . .... ---- UTILITY CL. B CLOSETxas ..... °d............... ............. ......................................................................... _ T-IIT� STONE WALL CAP A.5 _ TO BE 4•THICK W PROP. 2B6B i l STORAGE CLOSETS _____ BULLHOSE EDGES STORAGE I I To HAVE I I (TYP•) NO. REVISION DATE PLYYiOOD II ADJUSTABLE PROPOSED14 SuBFLOOR 20 MIN. BMPLVMG FROM WI I STORAGE AREAff— JP —— FIRE-RATE A.F.F. I I TILL •N•x IL•W. ® COPYRIGHT DOOR I PROVIDE 4'W. STEP UP 4•TO I (FM.)WALLS NORTHSIDE HEREBY EXPRESSLY I1 i EXISTING pRpp.HgLL RAMP UP TO J'-2'-II RESERVES ITS COMMON LAW I THE RAISED 5TORAGE I I FRA14D FEOOR COPYRIGHT. I I M. BATH LOCATION TO BE UP v • a• 51TE DETERMINED I THESE PLANS ARE NOT TO BE R �•b' REPRODUCED,CHANGED OR EXISTING EXISTING B I I - PROPOSED ���� COPIED IN ANY FORM OR MANNER BEDRM.NO.2 MASTER BEDRM. — — WHATSOEVER WITHOUT FIRST 1...I..................................................... ............... ..........m...............S.T.PERMEA..AI1.Q............... ..... ......................... /A.5 TOP IJ9 PEmTeAe.e A,5 OBTAINING THE EXPRESS WRITTEN •,; I I TOP PANEL PAVERS PERMISSION AND CONSENT OF yqv PROPOSED DOOR NORTHSIDE DESIGN ASSOCIATES. /I T I b•T'� J NICNES 1N I I GARAGE / 1 \ BROWER PROP.ENTRY CURVED WALL, BLAB ON GRADE / i \ TILE REF.INTERIOR I I ELEVATIONS BUILDER: r— CLOSET �`.' PRT�oece I iI'Fi�Rrr oe• I I 4 amENTIRE CEILING GARAGE I I ss•g0LL W Y• II I ADCESS PANEL O - I CENTER TN�1.9 MOUNTED `�T I I arrow. NINS er.fALA H9 CLOSET L—J �e I I PERMEABLE P.T.POSTS CLOSET EXISTING I I EXISTING _^ - d` PAVERS DESIGNER: BCD®To 61 ® ----- ----- HALL i i BATH EXISTING EXTEND STONE PATIO NORTHSIDE ® DESIGNOAT PROPOSED SQUARE ---- ----- 11 NO.2 - DECK DODsLTItr Ts 4w•x.25•ca.u«To I I 0 E10ST'G - SUPPORT STEM.BEAM ABOVE -\_SI�,OIX 4'-G• ASSOCIATES PLANTER I C1AP 9G•N.x 25•W. 2s66 I I UK D D (FIN)wAlae DIMNMVE RESIDEMIAL S COMMEROAL DESIGN 141 MAIN STREET'YARMOUTHPORT.W 02675 a I I T STEP ON. 15081 36 2-22 30 (508)362-9802 FLAT CLG. �� _�_____ EXISTING I I TO DECK I I I I FOYER I __ - _ APR011 NORTISIDEDE OM I I I I I NORTMSIDE10EI®COMCASCAST.NET _____ I ® ILJLJ STRUCTURAL ENGINEER:F P I EXISTING I EXISTING I TAYLOR KITCHEN I BREAKFAST DESIGN LLC STAMP: I I ------------- ----- G ------------- REP ----- EXISTING EXISTINGPROJECT: HALL PORTICO EXISTING I I PROPOSED LIVING RM. EXISTING CL ET CROWI I I ON.4R GARAGE STI PTRY/ EXI NG DINING RM. LDRY II TOWER HILL ROAD NOTE SSOST RVILLE,MA. ALL WINDOWS ARE TO BE UNLERSESS O 400 SERIES DN. GRIES APPLIED PERTHEIkWISE BUILDING ELEVATIONS TITLE GROUND FLOOR PLAN FALL KEY SCALE:1/8"=V-0" 0 EXISTING WALLS WALLS TO BE REMOVED 0 1 2 4 8 ® PROPOSED WALLS PROPOSED PROJECT#: SHEET GROUND FLOOR PLAN 14-39 A.1 DATE: OF 08/18/15 13 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16-O.C.UNLESS _ OTHERWISE NOTED. N 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16.O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS -I(If2 PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY rL GL ``��, - ALL DIMENSIONS PRIOR TO T-vq CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR T5i2D47 TW7D44 ANY MISSING OR INCORRECT .. .. -. DIMENSIONS NOT BROUGHT TO F I ). THE ATTENT ION OF THE DESIGNER. EM6. 3. __ __ FLAT CLG.B FIA. CL! PITCH ON. A.S ______ -I 2666 POCKET ( 1� PROP. COMPUTER 'LCII ----------I I Y I -------- I W.C. AREA I B p e BUILT- .. MAGAZINE AW2 .. « WR... ....... f.TlQRw&—.............. ............I....................................... ...}.LI I....L_...,:, ................................. e -I -II f I I I III A 5 NO. REVISION DATE PROP. j STAIR I II CL• CLi . r___________________ __________________ _-_ 'D~11. I 2mi' I ii I ® COPYRIGHT ----------- �I I 2v PULL �9 L:jNORTHSIDE HEREBY EXPRESSLY , I DOat RESERVES ITS COMMON LAW _ _ j pcI9TMb EXISTING i I %'ARLi� �D'AR�>'�-� =' c COPYRIGHT. pIg7I� i p19T� "lip r ICASFD O,PyY I CASED OP4 I �1' THESE PLANS ARE NOT TO BE 14 tr �1 - -4-T T I REPRODUCED,CHANGED OR ' COPIED IN ANY FORM OR MANNER j I I A.5 VAULT DN. VAULT ON. I I WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS jI Ij Ij i i III III _ c A. WRIT TE N PERMISSIONAND CONSENT OF............... .......... ......................................................................................................................... • ....................... ........................ ................... � NORTHSIDE DESIGN ASSOCIATES PLP. PROP.------ I WETBAR BUILDER: W.�9n I I AX3ove • I I I .' .;'.; •.. _______________. MNHIN PROPOSED y.. .:,• PROP. I i ROW tea' �TOP RECREATION RM. , rmrCN PCSrTr WINDOW ORTICO i i EXTEND E1 PROP _ .•,' DESIGNER: NORTHSIDE I I EAVE m PROP GRADE WALL Q1K BELL b *41 Y ® DESIGN I I DECK nw. I I _ ASSOCIATES I I PROPOSED I VAULT T ON. VAULT ON.T,12 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN PTICH ON. PETCH ON. 1e1 MAIN STREET'YARMOUTMPORT'MA 02675 I I FP (508)3622230 I50131362.9802 :.:. :.:. ___________________________ �. ......'.... .. NORTMSIDEDESIGN.COM NOPTNSIDE]®[OMCAST.NET PROPOSED�mIG XIIIIIIIIII t1IIIIIIII PROP ROOF BALCOPN Y MIMI r RcO W t _. I'-TIk2 - STRUCT URAL ENGINE ER: B! I3Npf rC LVL HEADER TAYLOR DESIGN LLCEALCONY STAMP: O -- foagnic, PROJECT: I I I PROPOSED I I I CROW I I I NOTE' GARAGE I I I 1 I 1 88 TOWER HILL ROAD ALL WINDOWS ARE SERIES BE . ANDOiSQ!400 SERIES OSTERVILLE,MA. UNLESS OTHERWISE NOTED. j PxSTING efnSTXNG i W. i ❑ GRILLES APPLIED PER I tb sM I I - BUILDING ELEVATIONS I I I I I I TITLE I I I L------------------- --- ---------- --- - -------------------------- SECOND FLOO7PN WALL Kf 7 0 ExIsTING WALLS SCALE:1/8"=1'-' �-----] WALLS TO BE REMOVED Q .PROPOSED WALLS 0 1 2 4 8 PROJECT#: SHEET PROPOSED lass A.2 2ND FLOOR PLAN DATE: OF 08/18/15 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 a 16-O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL PROPOSED GARAGE BE 2A Q 16-O.C.UNLESS OTHERWISE NOTED. a3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO TOP— — CONSTRUCTION.CONTRACTOR PROPOSED�iAk7GGE ROOF ASSUMES RESPONSIBILITY FOR . . ,-, -- - • • ANY MISSING OR INCORRECT w DIMENSIONS NOT BROUGHT TO • ROOF SNINGLGS To THE ATTENTION OF THE -_ PATCH E057% DESIGNER. .. SHBiGLC AND _ ,.. P—AT TERN TO PA WA7 ALUMNRI CAfrTER9 SARRGL VAULT PORCH TO PATCH oNST'G CEILNG S[HAm �--111p- FLOOR — — — �.�-:` �:.'d ,.- — — — — — — — — — — — — Pm ru!w, —————— — — EXISTING TOP ______________ LIVING RM. .. EXISTING TOP KITCHEN NO. REVISION DATE (��jrl ' ® COPYRIGHT NORTHSIDy II�III ;p •. RESERVES ITS EXPRESSLY RESERVES ITS COMMON LAW ••_ _ COPYRIGHT. THESE PLANS ARE NOT TO BE REPr ED,CHANGED OR PROPOSED' - COPIEDOINCANY FORM OR MANNER F�/OR — — — T ._ — —_ —_ _ — .,- .. _ .—.— ——I �€iEX15T Y�' LNORTHSIDE HATSOEVER WITHOUT FIRST EXISTING,FIN DECK — — — — — — — — "--— �� - -•-` ' �— --! BTAINING THE EXPRESS WRITTEN — — — — — — — — — — — _ _OPTIONAL: ERMISSION AND CONSENT OF GARAGE 91.AB PROFGSED d DIA. PROPOSED EX13T1Nf.BRR7'DOOR DESIGN ASSOCIATES. CAIe>w ENTRY PORTICO AND WINDOWS RVII" ERI°C STnoP Alm O, STEP TO PATW 6�-�l,• t 51_I. I"BUIL ER: COST% PRd� EXIST'G EXISTYi PROPOSED WEST ELEVATION DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL R COMMERCIAL DESIGN 141 MAIN STREET'YARMOVTHPORT,MA 02675 (500362-2210 (S06)362-9W2 NORTHSIDEDESIGN.COM NORTHSI DE 10 COM■■CASTM ET —71 STRUCTURAL ENGINEER: ampriusA«o STANDING SEAM TAY LO R DIAMOND SHINrd.G S� MAL RODP COLM P TonA PGR�vaIrIfATN1N5 EKISrG DESIGN LLC 6.6 42� STAMP: MATCH EUST%ROOF PITCH PROPOSED TOP, LING OF — — — — — — — GAIV4E kO F Q EXGSTING DIM AO Nrd.G ROW 1 PATTERNE n T°PATCH i i I PROJECT: r � —PROP�EDSOP Qe-0 r GARAGE ROOF 7 PROPOSED CROW Y RESIDENCE r - SAVE I - TO PROP ALIGI — — — �— — — — — — PROPOSED, 88 TOWER HILL ROAD PfT01 — — Prral — — — — OSTERVILLE,MA. - :- � �W..•� Ir�POUND rAPGRED r R COL"W,CAP AND BRACKET ell-A. ® [iti�E r,IIT TITLE PROPOSED PROPOSED 36.W.WALLS W/ ELEVATIONS WALK PATIO STONE VENEER AND 2' D .�,......:. �....--.'_,"._........ 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CONTI7 Uous RIDGE EXIISTING CUPOLA FROM STRING SEAM PETAL ROOM, 2.ALL INTERIOR WALLS SHALL VENT(TYP.) TO BE GRAGER �� � SELECTED BE 2x4(a?16'O.C.UNLESS LAY ON ROOF W ROOF.KIRE FOR EXTERIOR P� OTHERWISE NOTED. •W OL. LVLS(TYP.)W SIDE LVL COIJ.AR TIE erillejt 3.CONTRACTOR SHALL VERIFY PROPOSED hl6' HEADER BEYONDLVL � _. ALL WINDOW ROUGH OPENINGS B t�Sl;}S1 �E W I-�DGE �-•E W AR TIES PRIOR TO ORDERING WINDOWS. HOU SE y,b RAFTERa v5 •k•or- I6.O.C.(TYP.) •WOC.a:e*Is- oz. TIES —athl RIDGE_ 5.5 1-►?xc4Y Lrl 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO Ix6 FASCIA 420— ----- ---- FASCIA CONSTRUCTION.CONTRACTOR Ix6 SOFFIT ASSUMES RESPONSIBILITY FOR IxB FRIEZE _-,�-, — ALunMM GUTTER — ED Tom' ANY MISSING OR INCORRECT ���a^�,,e��� MPPL_ — �'�p�"' DIMENSIONS NOT BROUGHT TO �p a<1O RAFTERS— — — — — — — — — — h SOFFIT ALIGN W — GARAGE ROOF THE ATTENTION OF THE •16.O.C. DORMER SOFFIT DESIGNER. 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SECTION A-A DESIGNER: NORTHSIDE DESIGN ASSOCIATES [WSTI ACTIVE RESIDE...COMER.DESIGN Cowrl RIDGE VBN'T(TyP-) 142 MAIN STREET.YARMOUTHPORT•MA 02675 (TYP. LAY ON ROOF W aK (509196b2210 (509)362-9802 •16'O.C. NORTHSIDEDESIGN.COM eki-4V'ti66'LVL NORTHSIDEIOCOMCASTMET alb RAPTmS• of k'O.c.(TYP.) . STRUCTURAL ENGINEER: ale CLG*JOISTS 016 O.C. ____ _____ � TAYLOR DESIGN LLC — — — — — — — — — — — — — — — PRQflOSED TOP. ate ® GARAGE ROOF STAMP: fJ.G.JdST9• - - aROEasm TOP. GARAGE ROOF J of Y PROJECT: PROP. - PROPOSED PROPOSED ROOF DECK - PROPOSED BATH NO.3 COMPUTER AREA 1-%%Il-v LVL PROPOSED CROW T-n• D.C. a.ROUND TAPERED 2ND RESIDENCE pRpp• PROPOSED PROPOSED COLUMN W CAP AND HALL C=W GARAGE UTILITY CLOSET — BASE TO BE SELECTED 88 TOWER HILL ROAD PROP.. OSTERVILLE,MA. . IM COVERED 36•H.61 LLS- VEN WALK 2 STORE VENEER ON DUROCK ON METAL n� FRAMING FOR OUTDOOR Ti KITCHEN APPLIANCES TO b CUENT SELECTION TITLE: STONE WALL CAP TO BEY DEIST'G/PROP.I — — —•— — — — — — THICK - BULLNosE EDGES — — IST FLOOR BUILDING SECTIONS pRppp9ED: _ - PERMEABLE PAVEIM GARAGE 1ST FL. Cum OR RESTRAINT-- —PROPOSED. SCALE:1/8"=V-0" TO RETAIN PAVERS GARAGE SLAB PROPOSED CRAWL SPACE 2' DING COURSE 0 1 2 4 8 STONE BASE sTON!SUBBASE rPROJECT#: SHEET 14-39 A.5 DATE: OF SECTION B-B 08/t8/15 13 GENERAL NOTES - 1.ALL EXTERIOR WALLS SHALL BE 2x6 Q 16-O.C.UNLESS OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL BE 20 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY CL ALL WINDOW ROUGH OPENINGS -6 PRIOR TO ORDERING WINDOWS. PROP0 ED FIREPIT AND '-W4 SURROUND LOCATION TO BE 4.CONTRACTOR SHALL VERIFY 5tTE DETERMINED. CONTRACTOR NE CONFIRM 4PAVED E ALL DIMENSIONS PRIOR TO LOCATION 15 COMPLIANT W/ ATTERN CONSTRUCTION.CONTRACTOR LOCAL CODE S ASSUMES RESPONSIBILITY FOR 'WALFIREPIT KIT BY 1O PROPOSED - CAP DIMENSIONS NOT ANY MISSING OR INCORRECT OTHERS. - THE ATTENTION OFT THE TO FIREPIT 8 PAVED DESIGNER. PROVIDE 7'STONE SURROUNDVENEER®SIDES AND SANDSTONE CAP.W/ -BULLNOSE EDGES � E .FI E4 h;.PIT PATIO TO BE OF PERMEABLE PAVERS ON BEDDING COURSE NO. REVISION DATE WRAP FIREPIT W/12'WIDE oECARATIVE cuRB VED NO THSIDE HEREBY EXPRESSLY SURROUND RESERVES ITS COMMON LAW I-B COPYRIGHT. - THESE PLANS ARE NOT TO BE - REPRODUCED.CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF BIRDBATH SURROUND PROPOSED NORTHSIDE DESIGN ASSOCIATES. LOCATION TO BE PAVED SITE DETERMINED. p BIRDBATH O SURROUND TO BE SURROUND BUILDER: OF PERMEABLE PAVERS ON BEDDING COURSE. PROPOSED PAVED BIRDBATH SURROUND DESIGNER: NORTHSIDE DESIGN PROPOSED PROPOSED ASSOCIATES [MST RESIDENf1Al8 COMMERCIAL DESIGN FIREPIT AND BIRDBATH SURROUND FIREPIT AND BIRDBATH SURROUND '°'""'NT- RMDVTNPORT'MA D7676 (508)36322101730 (508)963-9803 NORTHSIDEDESIGN.COM F N D N PLAN PLAN NORT„SIDEIDCOMCAST.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED CROW RESIDENCE 88 TOWER HILL ROAD OSTERVILLE,MA. TITLE: FIREPIT&BIRDBATH PLANS SCALE:1/8"=1'0" 0 1 2 4 8 PROJECT#: SHEET 14-39 A.6 DATE: OF 08/18/15 13 PON, r r 10, l/ 0i ' Orf- �� NOR 11,01 %�_o M�I!; 040 AO ?I � //I/. ///1 P102010112,01,008,I II I ALL �ENERAL NOTES 1.ALL OR LLS SHALL 16-O.C.UNLESS ■■ c NOTED.. ES INTERIOROTHERWSE 2.ALL IIBE 2x4 e ■■ ` J '. ALL WNDOW ROUGH OPENINGS PRIOR TO ORDERING VIANDOWS. o i® II �iiALL CONSTRUCTION.4.CONTRACTOR SHALL VERIFY 3.CONTRACTOR SHALL VERIFY 3wu ASSUMES RESPONSIBILITY FOR Y-®�_ •' ROUGHT TO DIMENSIONSANY MISSING OR INCORRECT • •F THE f INA ����1J�/l//OO///l//110:�j�Tl/////.,��z�T/lL��Li _-_= .E%_�i / _- •i.- I �' III '���t���� _ '�` ' w - ■-■ a COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT i THESE PLA S ARE NOT TO BE REPRODUCED.CHANGED OR MIN i ,rom - �In 01� !% � / 1• I�I_.� - TmLIDESIGN -. -• •:.:. _ ++,a ASSOCIATES 0 r/ 1il PriI TAYLOR I DESIGN r //lo, 02 I�SZZJ.�/ PROPOSED CROW �/ Ill/ �/.J/ •' /1 RESIDENCE 88 TOWER HILL ROAD OSTERVILLE,MA. -.. F FRAMING PLAN PROJECTM SHEET - - . - . GENERALNOTES BIT.JT.FILLER, TOP OFF W FLEXIBLE 34'CONIC.FILLED STEEL.LAL.LY 1.ALL EXTERIOR WALLS SHALL JOINT SEALANT COLUM NOT TO EXCEED 10 KIPS BE 2x6 raj 16'O.C.UNLESS LOADING AND/OR B'IN HEIGHT OTHERWISE NOTED. 4'CONCRETE SLAB NQfDF I. 2.ALL INTERIOR WALLS SHALL BITUMDO NOT E60ZMLL HALL 2'C• M.DUST CAP OFF WI FL0(fBLE JOINT SEALANT OTHERWISE NOTED.LESS 6 MIL POLY VAPOR BARRIER TOP '4 COX RYW000 UNTIL CONCRETE NA9 'SIKAFLFX IA' 216 r Y'or- ATTAINED CONTRACTOR SHALL VERIFY ATTAINED 7 DAY STRL']IGTRI CONCRETE FOOTING, AND BOTH TOP•BOTTOM 6'COMPACTED 36'x36'xl2'DEEP OF HALL ARE PROPERLY FILL BASE PLATES ALL WINDOW ROUGH OPENINGS 9ERC�/RED. _ 6x6 6/6 WWF, TOP Yd OF FlB�GLABB L• PRIOR TO ORDERING WINDOWS. 3•06 REBARS CONT. WAYS •MIL POLY VAPOR BARRIPA 4.CONTRACTOR SHALL VERIFY e..• _es.Aoa C.ONf. — . ALL DIMENSIONS PRIOR TO TOP t BOTTOM IIII=1 I 1=1 l •: ..'. :...°:.::t'. �� G'K'D• CONSTRUCTION.CONTRACTOR I—I I MI I I I ".': >:: ' CARRY LWRROOFING i I—I I I - — — _—_— IT ASSUMES RESPONSIBILITY FOR _ _ r_TIGfLYWD•dl>dFL00R ANY MISSING OR INCORRECT _—III III—III—III 111=1 I 1=1II GLII t NAIL TO J01� OVER TOP OF — DIMENSIONS NOT BROUGHT TO iTT FOFOOTING THE ATTENTION OF THE BIDING SEE IL WN QVAT DESIGNER. 2N KEYFRA7 1=1 11=1 11 III—III—III—I t Tm iv Ij fSDE►.T.RYFm. 3.06 REBARS,Corr• �'� II III—III—I I_I—I —III=I I ' - 911=_N� aM1 P.T.WILL , :,::.: - I—I I—III—III—III 111-111 I I .... .. ... : • .. ' : .... 1.I I( III-ll=1 1 : . .. m aLL awae I 1n' e.�c— II I—Ii1—IiI —I I I-1 I _ _ _ _ 3/!'ANEOL •9t'0.4I I I-1 I I-1 I-1 I CI 11-1 1—III-1 I I—I I—III11= 1I I—I I I III I —I I I—II1-1 I I—I 11-1 11=1 I I1 I BOOR JORBT'6'MW.FRAMING 1—III—III I I I—I I I—III IIII I—III— II= 1I=1I1=1I1= = ��'+C/4'PIATE WAGNER °� NO. REVISION EDATE I I I=111=1 I=1 I I=111=1 I=1 I I 11 Ml 11. 1=111=1 ' n 21-611 II e ® COPYRIGHT � NORTHSIDE HEREBY EXPRESSLY �`TrAx ox mrm aI+NAN a MIN. M 4 RESERVES ITS COMMON LAW Flit!TLA.OMFP�'� � m COPYRIGHT. Tar i�'E�s1r cTTls A1s 31_OD a,a Q �6T� � THESE PLANS ARE NOT TO BE OGUM NO - REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST 2 L A L L Y COLUMN FOOTING DETAIL '•IO R®"L CONT. - OBTAINING THE EXPRESS T OF 2''' ��'L OFOUNGB a PERMISSION AND CONSENTRI ° NORTHSIDE DESIGN ASSOCIATES. TYPICAL DUSTCAP AND FOOTING SCALE: 1y,I= 1�-0° DAMPFaMnft�i(�) BUILDER: SCALE: 1 y"= 1'-01. NOTE.FOOTING,SMALL BEAR ONCOMPACTED GRANULAR FILL OR NATURAL LINVISTURBFD GRAMAAR SOILS FREE OF CLAY,PEAT, LOAIM VEGETATIVE OR OiGANIG MATERIAL NOTIFY DE91GN8R Rf1E�lATELY IF DIFPDtIOff CONDRIOF!ARE F]RCaIARFJRED FOUNDATION SHELF DETAIL J SCALE: 1 y"= V-0" DESIGNER: NORTHSEDE ® DESIGN ASSOCIATES 11STINCTWE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOOTHPORT.MA 02625 (508)362-2210 (508)362.9802 NORTHSIDEDESIGN.COM NORTHSIDE IOCOMCAST.N Ef Of STRUCTURAL ENGINEER: FLOOR JOIST TAYLOR DESIGN LLC _mVw Wear 2xb BOLTEID STAMP: TO FLANGE 111011.111.vow BIDING SEE O.lVATION R(IDGB BOARD "TYVISP NOUBEWRAP Ff4Y BI PROJECT: ® PROPOSED `�`�" CROW 2x6•110 0 we PELT PvIP¢R RESIDENCE R-Ia FIBERGLASS INWL. a/e'cox PLYWOOD 88 TOWER HILL ROAD iArM VOLT BEAM SIZES VARY OSTERVILLE,MA. •MIL.POLY VAPOR BARRIER ka4m INEUL• IFI)0 I OJN.0. 'LAO TITLE GARAGE DETAILS IN FIRECASE AN FIRE RATED ElmElmED I C I N I GNII`AeOC` SCALE:v8-=V-13 5 �BOLTED ��TYP'ICAL WALL DETAIL stole 1-1n' ' r-o' TO FLANGE o T z 4 a `t SCALE 1-1n' P-W PROJECT#: SHEET GARAGE 1439 D.•1 c JOIST TO STL. 5M_ CONNECTION DATE: OF V WALE 1-1n' - 11-0' 08/1an5 13 GENERAL NOTES 2TB TOP RAIL, PITCHED 2XB TOP RAIL, PITCHED I•ALL EXTERIOR WALLS SHALL • TO DRAIN TO DRAIN BE RAISE NOTED.LESS 1.2 NOTCHED TO Ix2 NOTCHED TO RECEIVE SHINGLES PROP. R E C. R M. RECEIVE SHINGLES PROP. R E C. R M. I / 2.ALL INTERIOR WALLS SHALL ! ! UNLESS OTHERWISE NOTED 6 BLOCKING ANDERSEN 400 SERIES Ix BLOCKING W BALUSTERS = I I BOTTOMMEF�TO GLIDING PATIO DOOR. T _ CARRY MEYIBRANE I 3.CONTRACTOR SHALL VERIFY ID MODEL OPATIO6DO R. _ UP WHERE NO DOOR CUSTOM GRILL PATTERN UP 216 EXT.WALL ALL WINDOW ROUGH OPENINGS W.C.SHINGLES TO ! ! W.C.SHINGLES TO PRIOR TO ORDERING WINDOWS. MATCH EXISTING Ix4 DECKING MATCH EXISTING 6T4 DECKING 2T8 TOP RAIL, PITCH 2TB TOP RAIL, PITCH 4.CONTRACTOR SHALL VERIFY TO DRAIN COPE•k' WIDE PLANK PINE FLOORING TO DRAIN SLEEPERS, SLOPE.6' WIDE Pl.Al11C PINE FLOORING ALL DIMENSIONS PRIOR TO PER FOOT 6f1 NOTCHED T PER FOOT PROP. CONSTRUCTION.CONTRACTOR ba NOT6RED T ASSUMES RESPONSIBILITY FOR RECEIVE SHINGLES �NG�� yf PLYWOOD SUBFLOOR �RECEVE LLNGLE9 _ SING MEMBRANE 9.PLYWOOD SUBFLOOR INSULATION TO CODE REC. R M. ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO 2,4 KNEEWALL �•fS INSULATION TO CODE 4'PLYWOOD INSULATION TO CODE THE ATTENTION OF THE D SCUPPER II-T6'TJ.1 FLOOR DESIGNER. SCUPPER JOISTS 1 16'O.C. W PLYWOOD SHEATHING SwHFATHIIYa 4 i IRS FASCIA ALUMINUM GUTTER .tea ^. D m ALUMINUM GUTTER _ 6s FASCIA JOISTS 1 I6'O.C. 1.8 FASCIA I I JOISTS 1 16,O.C. III SOFFIT 6(,SOFFIT II-T6'T.J.I.FLOOR h SOFFITCROWN II-I6'TJ.I. FLOOR 2x8 P.T.LEDGER. 2x8 P.T.LEDGER. MOULDING DING J�BOLT TO RIM JOISTS•16,O.C. ) �� THRu BOLT TO RIM JOISTS•16'O.C. (�CROWN��� NO. REVISION DATE (3),I-9fz 11-T6'LVL � METAL FRAMING 96•TYPE'X'FIRECODE 0)1-9px II-T6' LVL METAL FRAMING t HEADER, DROPPED - I G.W.B.GARAGE WALLS AND HEADER, DROPPED HANGER G.W,H GARAGE WALLS AND DROPPED CURVED ® COPYRIGHT CEILING CEILING PLYWOOD HEADER S NORTHSIDE HEREBY EXPRESSLY 4 TO ROOM' RESERVES ITS COMMON LAW (3)) I-9;'xll-T6'LVL CONT. CONSTRUCTION.96'NFAVER OVER GARAGE '-O' pL�•WIOpp(*(4.pA.) COPYRIGHT. DOORS THICK x II-W HIGH. THESE PLANS ARE NOT TO BE 12'm ROUND TAPERED WEST GLUE•STAGGER REPRODUCED,CHANGED OR _ B�W/CAP AND JOINTS 24• PROP. CWHATSOEVER WITHOUT FIRST NER STRUCTURAL WOOD OBTAINING THE EXPRESS WRITTEN eRALKET RE'. PROP. GARAGE PROP. GARAGE 12'm ROUND TAPERED COVERED PERMISSION AND CONSENT OF DETAIL , P.D2 COLUMN W/CAP AND PATIO NORTHSIDE DESIGN ASSOCIATES. BASE BUILDER: DESIGNER: NORTHSIDE 7 BALCONY / BRACKET DETAIL 8 ROOF DECK / COLUMN DETAIL 9 COVERED PATIO / COLUMN DETAILIn DESIGN SCALE" 1-Y" = 1'-0" SCALE" -Y" = 1'-0" SCALE" 1-Y2 ASSOCIATES" = 1'-�" DISTNCXIVERESIDENfIAI&COMMERCIAEDESIGN 141 MAIN STREET.YARMOUTHPORT.MA 02675 ISM)362-2210 (SM)362-9802 NORTHSIDEDESIGN.COM NORTHSIDEIOCOMCAST.NET 12 STRUCTURAL ENGINEER: TAYLOR ROOF ABovE DESIGN LLC 2x6 EXTERIOR WALL E LVL HEADER STAMP: '�• •_ ((6)9,DIA.TRWboLA WITH WASHERS BOTH SIDES.ALL THRU BOLTS TO BE --) I�J� Pi I GALVANIZED OR EPDXY C7.-0. COATED PROJECT II r 4' 2' PROPOSED P.T."a lli�, 'REGE96 CROW 2)%DIA. u jl',jl;j i— RESIDENCE T T . \ LAG ® ® 88 TOWER HILL ROAD REVEAL rrF AIL! I 2 W u ii;lillil; OSTERVILLE,MA. m CL ® ® C 2v� � I \ illlilllll " CI II��ry�!Lry T P.T.bx8 BRACE, CI!T ITLE:\ \ _ _ � �ilil'I�i `t AS SHOWN FOR ARCH -= I'illlllll GARAGE DETAILS I;I P.T."M LVL POST SCALE:1/8"=1'-0D 1 a lily Iilli l r-I ROE ill II91I PROJECT#: SHEET 14-39 D.2 � n STRUCTURAL WOOD ROOF BRACKET DATE: OF iv SCALE" 1-%" = 1'-0" os/lens 13 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 8"x811 SQUARE COLUMN EXISTING EXTERIOR ALL WINDOW ROUGH OPENINGS PROVIDE CEMENT WALL PRIOR TO ORDERING WINDOWS. BOARD WHERE CONCRETE I5 AGAINST 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO bzb P.T. POST, WOOD AS NEEDED ASSUMES RESPONSIBILIITTYCFOR CONTINUOUS WWF LL6x6 6/6, ANY MISSING OR INCORRECT TOP 3 OF SLAB DIMENSIONS NOT BROUGHT TO THE BRICK VENEER EXISTING 127%q"x71(2" FL DESIG ER.TION OF THE JOISTS @ tl8" O.G. LJL 4— RILL AND EPDXY TO WALKWAY �' s EXISTING WALL. #4 REBAR @ 12" O.G. °•�r. a' NO. REVISION DATE LEDGE FOR BRICK _ ° C COPYRIGHT ° NORTHSIDE HEREBY EXPRESSLY 2@ #5 KEBABS CONT. RESERVES ITS COMMON LAW d AROUND ALL ' D COPYRIGHT. OPENINGS ° 8 CONCRETE SLAB THESE PLANS ARE NOT TO BE EXISTING CONCRETE REPRODUCED.CHANGED OR BLOCK FNDN WALL COPIED IN ANY FORM OR MANNER 2@ #5 REBARS CONT. 6" COMPACTED FILL WHATSOEVER WITHOUT FIRST TOP AND BOTTOM OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. 2x4 KEYWAY .4 — IP2D BUILDER: ° 4 3@ #5 REBAR5 CONTINUOUS DESIGNER: NORTHSIDE DESIGN 5" 511 ® ASSOCIATES N O [WIT1.1W RESIDENTIAL.COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT-MA 02675 I5081362.2210 (508)362-9902 NORTHSIDEOESIGN.COM NORTHSIDE 1LMCOMCAST.NET 4 4 PROP PORTICO STOOP : FOOTING AND SLAB STRUCTURAL ENGINEER: SCALE" 1 -%2" = 1 '-011 TAYLOR DESIGN LLC STAMP: NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS PROJECT: ARE ENCOUNTERED PROPOSED CROW RESIDENCE 88 TOWER HILL ROAD OSTERVILLE,MA. TITLE: OPTIONAL HOUSE DETAILS SCALE:1/8"=V-0" 0 1 2 4 8 PROJECT SHEET 1439 D.3 DATE: OF ic 08l03/15 13 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6®16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS •�`''`�• OTHERWISE NOTED. I I I 13.CONTRACTOR SHALL VERIFY 2x6 DHL TOP PLATE •I I DBL TOP PLATE ALL WINDOW ROUGH OPENINGS I i i PRIOR TO ORDERING WINDOWS. I I I SIMPSON SP6(20 GA.), iy'V 4.CONTRACTOR SHALL VERIFY I ALL DIMENSIONS PRIOR TO TOR RAFTER 1 16' O.C. :I'`�� L ASSUMES RESPONSIBILITY PONSIBILITYCFOR 2x STUDS i 16'O.G. ANY MISSING OR INCORRECT •i i I DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE e i i i.i 2x STUDS• 16''O.C. DESIGNER. °e H2.5 1 EA. RAFTER HEADER •i � I I e4 FULL HGT.9TU i - 'I i BTM PLATE HDR UPLIFT STRAP 1/2' CDX SHEATHI CONTINUOUS HEADER TOP PLATE STUD Lr j I �"\; •MULTIPLE OPENINGS WINDOW SILL PLATE 5/8' ANCHOR BOLTS•36' O.C. > `� RIM JOIST NO. REVISION DATE w!i'x3'xlEM® WASHERa \1 NAIL 8d COMMON EXTEND HEADER II LOOR JOISTS NAL5 13' O. TO KING STUD ® COPYRIGHT MIN. r ' PLATE II II - NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW A O A CONNECTION I I 12 GA.ANCHORS TTP. SILL PLATE 2- 5/B' ANCHOR BOLTS NAIL BT O of PLATE THESE PLANS ARE NOT TO BE f� SCALES N.T.S. w/3 x3 PLATE WASHERS 2 ROWS (6d NAILS II REPRODUCED,CHANGED OR I ° I •31 O.C. COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST 11 1/2' COX. SHEATHING s ' .� I OPTING OBTAINING THE EXPRESS WRITTEN II SILL PLATE TO TOP PLATE FOUNDATION— �I a PERMISSION AND CONSENT OF II SEE NAILING SCHEDULE NORTHSIDE DESIGN ASSOCIATES. • .1,` i l 11 5/8' ANCHOR BOLTS 1 36' O.C. 1 @�PU S 4 HEADERS MIN. 7' EMBEDMENT BUILDER: SCALE.N.T.S. w/3'x3'xl/4' PLATE WASHER SILL TO PLATE CONNECTION w/ SIIEAT�LING D O G SCALE.N.T.S. SCALE.N.Ts. DESIGNER: NORTHSIDE DESIGN ASSOCIATES JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING DISTINCTIVEREET YAIRMOCOMMERCIAL DEIGN 141 MAIN STREET'-YARMOUTNRORT'MA 01675 CO r0A NAILS BOX NAIL$ - (506)4613730 (50H)362-9802 NORTHNDEOESIGN.COM ROOF FRAMING NORTHSIDEl@COMCAST.NET BLOCKING TO RAFTER(TOE NAILED) 2-W 2-10d FAQH END RIM BOARD TO RAFTER(END NAILED 2-16d 3-kd EACH END STRUCTURAL ENGINEER: WALL FRAMING 7. TAYLOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-Iid 5-kd AT JOINTS � o DESIGN LLC STUD TO STUD(FACE NAILED) 2-16d 2-W 24'O.C. HEADER TO HEADER(FACE NAILED) lid 16d 24.O.C.ALONG EDGES o ° STAMP: FLOOR FRAMING U6d COMMON o JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-0d 4-IQd PER JOIST BEAM 4 STRAP MAILS 6 O.G. a SIMP'SON BLOCKING TO JOIST(TOE NAILED) 2-8d 2-Lad EACH END WTTS y o BLOCKING TO SILL Q2 TOP PLATE(TOE NAILED) 9-IW 4-kd FAGH BLOCK LSTA 1 FA. RAFTER - LEDGER STRIP TO BEAM OR GIRDERMACE NAILED) 3-16d 4-16d EACH JOIST C JOIST ON LEDGER TO BEAM(TOE NAILED) S-W 3-I0d PER JOIST DISTANCE PROJECT BAND JOIST TO JOIST(END NAILED) S-Iid 4-Iid PER JOIST \ BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-I&D S-Iid PER FOOT > i� PROPOSED ROOF SHEATHING / i CROW ' WOOD STRUCTURAL PANELS � L RESIDENCE RAFTERS OR TRUSSES SPACED UP TO k'O.C. Ed lad 6'EDGE/6'FIELD ( _ RIDGE BEAM RESIDENCE TOWER HILL ROAD RAFTERS AIL TRUSSES SPACED OVER 16'O.C. Sd Lad 4' EDGE/6'FIELD NOTE. NOTOSTERVILLE,MA. ARE GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 6d Lad 6'EDGE/6'FIELD RREOUI WEN COLLAR TIES OF GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Sd Lad 6'EDGE/&'FIELD NOMINAL bK OR 2,4 LUMBER OlTLOOKFR9 ARE GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Bd Lad 4'EDGE/4'FIELD THIRD O'TT14E IATTIC SPACE AND N T14E UPPERa CEILING SHEATHING 5)IadN ED T dNAIILSE O RAFTERS USING TITLE EACH END TYPICAL EA"CORNER FRAMING TIE-DOWN GYPSUM WALLBOARD fid COOLERS - r EDGE/lo'Elm ��� DETAILS WALL SHEATHING / C IEZIDGE BAND STRAP GO STUD ODONN j_ scAte.N.Ts. SCALE:1/8"=V-0" SCALE.N.TS. WOOD STRUCTURAL PANELS 6'EDGEA2'FIELD STUDS SPACED UP TO 21.O.C. Bd lad 'AND%'FIBERBOARD PANELS Bd S'EDGE/6'FIELD 0 1 2 4 8 •GYPSUM WALLBOARD 5d C0OL ERS - r EVGEA&FIELD FLOOR SHEATHING PROJECT#: SHEET WOOD STRUCTURAL PANELS 1,w9 D.4 I'OR LESS 6d 10d 6'EDGEA'FIELD GREATER THAN r lad Iid 6•EDGE/6'FIELD OF DATE: 08/18/15 13 GENERAL NOTES 29'-10 11-ALL EXTERIOR WALLS SHALL rL CL rL �'-QV2—' BE 2x6UNLESS --------- OTHERWISE NOTED. 'V2 2.ALL INTERIOR WALLS SHALL —fix6 P.T.POST BE 2x4 @ 16-D.C.UNLESS ---------------- ----- (TYP.-- --------- ---7-------- ---------- -E OTHERWISE NOTED. 4L ALL WNDOW ROUGH OPENINGS I PROP.COVERED ol �51E PLATE 4(2)'Y4'DIA PRIOR TO ORDERING WINDOWS. .............. PERMEABLE BA ANC14OR BOLTS ON 36'.36'.12' A.5 BE ING Ct 3.CONTRACTOR SHALL VERIFY ---------- -��D YZ UTC�; 4�.2; COLUMN DEEP CONCRETE FOOTING-------------------I v THICK x 4'-0' 4.CONTRACTOR SHALL VERIFY ---------- MC15TING HOUSE ON MIN.CONCRETE ALL DIMENSIONS PRIOR TO I WALL ON -------------------- CONSTRUCTION.CONTRACTOR CONCRETE BLOCK CONTINUOUS 20'.10' FOUNDATION rn I ASSUMES RESPONSIBILITY FOR CONCRETE FOOTING PROP. ANY MISSING OR INCORRECT CRAWL SPACE B DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE ................. �;.l CONCRETE...I...I................................................................. DUST CAP ON 10 MIL DESIGNER. E7AR 53 APOR R 12'O.C. O.C.I OFIR --2.100 2.10 V 16,0 -------------- ----------------------------------- CUT 36'.36,OF"G rL 5P -444- L :MST, ------------ CRAWL SPACE r PROPOSED I PATIO ----------- A----------- CL STEEL,LA.LLY I 1\ 36ox36,12 DEE ON 6 MIL.VAPOR PAV ON RETARDER I DATE CONC.FOOTINGP BEDDING COURSE............. ....... ................... ...... .............................. ........... 1 Q COPYRIGHT '100". INSULATION 24'MIN. I PROPOSED PERIMETER OF NORTHSIDE HEREBY EXPRESSLY GARAGE SLAB RESERVES ITS COMMON LAW .—E L;KAVVL ZWAUL 1- LECGlED FNDN 10'THICK ON 6 COPYRIGHT. CONCRETE HALL I MIL.VAPOR THESE PLANS ARE NOT TO BE LE �D,..o;CONT FOOTING. REPRODUCED,CHANGED OR ,LEDGE WEIG14T i q-?'OR BArKFILL W/CLEAN I COPIED IN ANY FORM OR MANNER FLOOR DEPTH HEIGHT COMPACTED FILL I WHATSOEVER WITHOUT FIRST I t OBTAINING THE EXPRESS WRITTEN -------------- ------4---- ---------------I _ AND CONSENT OF PERMISSIO ------- -------- 1-.EARLY ENTRY7 V.I.TYPE'X* NO zz/z I PROVIDE CONTRACTION JOINTS I FIRECODE G....ETIRE REBAR5 0 12'O.C. (,,ryp.) I GARAGE AND CEILING VERT IN EXIST-6 P'BUILDER: ll-olj� PER FOOT EXTEND EXISTING W ANCHOR BOLTS 0 216' 1 PITCHJ6 DECK Al2'TO MEET O.C.MIN.7-EMBEDMENT -r—TOWARDS DOORS .-r W 3',3-J4'PLATE WASHER W PROPOSED GA&6kE I T5 4'.4'.-15'COLUMN INSIDE CONTRACTOR 6x6 P.T. I DROP-TOP-Of.KALL, -I-- OF LyL�............... SHALL MAINTAIN POST(TYP.) 12-0 DOOR OPENINGS I I'STD. PLATE LINE OF ;� I I WE T 11 DIA. BOLTS,(lil 1 415'MIN.FOOTING PROP. I " ('-) I— COVERAGE I iBRICK EXISTING --- -------------\- -------------- a,CONC. 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FOOTING.PROVIDE 3M WORIZ.BARS FOUNDATION WALLS MAINTAIN 4'-0'MINIMUM CONTINUOUS IN STRIP FOOTING W KEYWAY. COVER. PROVIDE Il VERT.DOWELS 0 24-O.C. 7 PROVIDE WEB STIFFENING PLATES AT ENDS EXTENDED 3'-6-MIN.ABOVE TOP,OFO FOOTING. . 2. CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME PROVIDE%'ANCHOR BOLTS 0 36'D.C.MAX. OF STEEL BEAMS(TYP.) THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND MIN.7' EMBEDMENT W/3".S*.'PLATE WASHER. TITLE y4 8.SEE STRUCTURAL DRAWINGS FOR LOCATIONS PROPOSED THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION 2.STRUCTURAL STEEL COLUMNS TO 13E W OF ALL STRUCTURAL COLUMNS. FOUNDATION&FIRST OF PROPOSED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF CONCRETE FILLED LALLY COLUMNS TO EXTEND R FOUNDATION AND FIRST FLOOR SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO TO FOOTING BELOW.PROVIDE&'xV.%'CAP F CONTRACTOR SHALL NOT SCALE DRAWINGS FLOOR FRAMING PLANS bli DIMENSIONS.ANY MISSING, INCORRECT OR PROPOSED BUILDING AS PRESENTED IN FINAL CONSTRUCTION PLATER 7'02'014'BASE PLATE W 20W DIA, QUESTIONABLE DIMENSIONS NOT BROUGHT To BM I DOCUMENTS. BE TS/WELD ALL CONNECTIONS.FOOTINGS TO THE ATTENTION OF 114E DESIGNER BECOME THE FRAMING PLANS 36'.36'.12'50VARE CONCRETE W 3fn BARS RESPON51BILITY OF THE CONTRACTOR. EACH WAY. SCALE:1/8"=V-0 FOUNDATIONS: :0 GARAGE AND OTHER FILLED FOUND 3.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ 3 DOUBLE FLOOR JOISTS UNDER ALL PARALLEL 0;POURED CONCRETE WALL W/2V S PARTITIONS. BOTTOM BARS.FORM FOUNDATION ON 20'.10- 0 1 SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL r INTEGRITY OF EXISTING HOUSE. STRIP FOORINT.PROVIDE 20.5 CONTINUOUS 4.CONCRETE SLAB TO BE 4'POURED CONCRETE HORIZONTAL BARS AND KEYWAY IN STRIP WALL KEY 4.CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL ON COMPACTED FILL.CUT JOINTS ALONG WALLS FOOTING.LAP TOP BARS TO MAIN WALL BARS. r EX STING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND BEAM COLUMN LINES. PROVIDE TRANSITION REINFORCING W/.5 BARS PROJECT#: SHEET SPACED f 12'D.C.VERTICALLY.PROVIDE W x AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE 5.CONTRACTOR TO PROVIDE BASEMENT 12'ANCHOR BOLTS•0 30 D.C.MAX.MIN.7' EXISTIG C.M.U. FNDN WALLS NECESSARY TO ENSURE SUCH PROTECTION. VENTILATION AS REQUIRED BY CODE(WINDOWS EMBEDMENT W/3'-B'-y4*PLATE WASHERS 14-39 PROPOSED 10- POURED CONC. 5. STRUCTURAL,ENGINEER/DESIGNER TO PERFORM FRAMING INSPSECTION OR MECHANICAL) A.0 WHEN FRAMING 5 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR FNDN WALLS WALL PLASTER BOARD/F11,11514. DATE: OF I o8/18/15 13 4 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL N BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS OPTIONAL WALL PRIOR TO ORDERING WINDOWS. camnorrop 'mot OUTDOOR PEA OVEN 4.CONTRACTOR SHALL VERIFY y _ ALL DIMENSIONS PRIOR TO -2 CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR 26M CUSTOM ANY MISSING OR INCORRECT 96•N.a 25•W. STYLE DOOR �� COVERED WALK OUT000R 2,i• DIMENSIONS NOT BROUGHT TO FORUNDER STAIR PEWYEABLP (PiN.)WALLS B STORAGE ACCESS. - PAVERS 6NOWER THE ATTENTION OF THE A.5 .....�.. ... -2 -6 I'-I WALLS TO NAVE 2'.44' CAP DESIGNER. BENCi1 /- 1 BEJ161 STONE VENEER ON PROPOSED "I DIIROC7C PRAEIMG W STD p2.4' STONE PATIO �ApP�jl���) -w STORAGE STORAGE I I STORAGE To S� AIR LL1 ! PEi31Fi19LE ____ __ PRO PAVERS ---- ---- ,UTILITY CL. B CLOSET .. .......... ...... .... e66 ............--she . .....xa6 ..... . ........ITY........ ............. ............ ....... .......................... ....................... _ T-IIT,g ISTME WALL uP A.5 —— TO BE 2'TWICK W PROP. 2868 I I JTOR/YGE C1.OSE'T9 _____ BULLN05E®CE9 STORAGE I I ro NAVE I I ❑ (TYP•) NO. REVISION DATE PLTEIOOD I. II ADUUSTABLE PROPOSED T.6Q! �L 20 MIN. SNELVINC'FROM 90' I STORAGE AREA LIFT Jo —— -FIRE-RATED �P A.P.P. I I TILE 'N.x k•W ® COPYRIGHT DOOR , I 1� - ! (FIN.)WALLS NORTHSIDE HEREBY EXPRESSLY I I PROVIDE 4'W. STEP UP 4'TO J=y-11 RESERVES ITS COMMON LAW I I EXISTING pR L RAMP UP TO II 7ILe RASED STORAGE I I FLOOR COPYRIGHT. M. BATH LOCATION TO BE • a' SITE DETERMINED I I THESE PLANS ARE NOT TO BE EXISTING EXISTING �0 H ` REPRODUCED,CHANGED OR BEDRM.NO.2 MASTER BEDRM. I I I n PROPOSED COPIED IN ANY FORM OR MANNER -A ——....... .................. ... ........................................I...I..................................................... ......... A WHATSOEVER WITHOUT FIRST — S.T.ONIw.P..taalo...............- ..... ......................... A,cJ 3066 U5 PE7p4ASLE ! A-5 OBTAINING THE EXPRESS WRITTEN •,; I I TOP PANEL PAVERS PERMISSION AND CONSENT OF MR PROPOSED DOORNORTHSIDE DESIGN ASSOCIATES. m T'b•7m NICHES IN GARAGE / I \ SWOVER PROP.ENTRY CURVED WALL, BLAB ON GRADE \ TILE REF.INTERIOR I I ELEVATIONS I I BUILDER: 7/ r— CLOSET ♦`vim PROVIDE I IR TYPE WFIRFme I I 4 I 95L5 RADIUS'-.Upu COO ENT GE IRE GARAGE—L -. iDP-6-AMEL IR- - AND CEILM I I 96•GRRL W 96• PANEL I O —- --- DDaR '� 0A.MOUNTED NEATERi i BP1L14.LAVOrER TF _____ Z5 — TN15 AREA. I �U1, �•�Irl1M9 L—J I I C I I Q PERMEABLE "6 P.T.POSTS 0 CLOSET EXISTING I I EXISTING '— PAVERS ,� DESIGNER: NORTHSIDE BMW TO°• ___ HALL i i BATH ExI6nnG. exTEm I I STONE PATIOSQUARE DESIGN No.z DECK T , I I T5�25•COLUMN TO ® ASSOCIATES I I exLST•G �T— I I sLwp=T STEEL BFAN ABOVE LSILc= 2'-6• I I ° PLANTER -_ I CAP 96'It.x 2W W. I I DR 9R D D (R111)�S DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN I - - 141 MAIN STREET'YARMOUTHPORT-MA 02675 b I I 7'STEP ON. (508)362-2210 (SM)362.9802 STING I I FLAT�• SEOPE �TO DECK I I I I YER I I APROII NORTNSIDEDESIGN.COM i l I I NORTNSIDEI®COMCASTAET I ® F P I I STRUCTURAL ENGINEER: EXISTING I EXISTING I TAYLOR KITCHEN I BREAKFAST DESIGN LLC i I STAMP: I I ------------- REF EXISTING EXISTING PROJECT: HALL EXISTING i II I Ii Ii PORTICO _ PROPOSED D LIVING R P � LC;ET p.� CROW EXISTING TRY +I I GARAGE DINING RM. LDRYTOWER HILL ROAD I I =____ NOTE BBOST RVILLE,MA. ALL WINDOWS ARE TO BE WO SERIES ANILESS T1 ER DN. GRILLES APPLIED P NOTE. BUILDING ELEVATIONS TITLE GROUND FLOOR PLAN WALL KEY SCALE:1/8"=1'-0" 0 ExwnmG WALLS WALLS TO BE RETIOVE 0 1 2 4 8 PROPOSED ® PROPOSED WALLS PROJECT SHEET GROUND FLOOR PLAN 1439 A.1 DATE: OF 08/18/15 13 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16.O.C.UNLESS OTHERWISE NOTED. N 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS -I� PRIOR TO ORDERING WINDOWS. _ 4.CONTRACTOR SHALL VERIFY rL rt. Ct- ALL DIMENSIONS PRIOR TO ��' T- CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR TN7'bt7 Tw7047 ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ---- 1 THE ATTENTION OF THE 9ATM NO.3 L _ RDP. PM04 ON._ I DESIGNER. _ I I B. B .: ° 'Pu7 CL4 I i i Cm PETW ON. I - A.5 -I 26M POCKET ----- I COMPUTER DPN ------------------I COY I 1 i W.C. 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PROP. 1 I PORTICO i i s DESIGNER: C.'JtAlE WALL auwrrAr a BiapopoP.1', NORTHSIDE EXISTDr. a ;2414.PTTG11 DESIGN DECK BELOW ® ASSOCIATES PROPOSED I I VAULT ON. VAULT pl. 7d2 I I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN I I PROM� P7104 DN. 141 MAIN STREET•YARMOVTHPORT•MA 026T5 I I _ I I 4-p (508)362-2230 (50S)362-9802 ___________________________ NORTHSIDEDESIGN.COM y NORTNSIOEI®COMCAST.NEf 1 —PROP. - i � i e' BALCO NY- 6� oP�� 4 L�N�� STRUCTURAL ENGINEER: TAYLOR r{ ' T Ti DESIGN LLC I �p STAMP: I I I I iJ I i � I 1 � I 1 ❑ PROJECT: PROPOSED CROW GARAGE NOTE- ALL I I I , TOWER HILL ROAD AND R Q1NDo 400 5Mp BE 88OST RVILLE,MA. UNLESS j Iex1971NG exlsnNG i � i ❑ OT HERWISE P • �.� BUILDING R"ATION.9 I I I I I I TITLE: II I--------------------At___ __________ ___ _ --'---- J ------------------- SECOND FLOOR PLAN WALL KEY 0 FDlISTING WALLS SCALE:1/8"=1'-O" [__---3 WALLS TO BE RBIOVED PROPOSED WALLS 0 1 2 4 8 PROJECT#: SHEET PROPOSED 14-39 ^ .2 2ND FLOOR PLAN DATE: OF 08/18/15 13 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6®16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 Q 16"O.C.UNLESS PROPOSED CARA" OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO PROPOSED TOP— — — CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ;„ .. ANY MISSING OR INCORRECT 16 DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE -- ROOF SHIN(I TO DESIGNER. MATO1 DnOTIG Sww rAm AND . 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PROPOSED pMJT(NG1.DOER NORTHSIDE DESIGN ASSOCIATES. �� ENTRY PORTICO AND WINDOWS PJ!PM OW AND a�TO MATCH FBUILDER: PRQ� 005-r6 EXIST'G PROPOSED WEST ELEVATION DESIGNER: NORTHSIDE in DESIGN [ ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOLITHPORT•MA 02675 (5061362-MIO (508)362-98D2 NORTHSIDEDESIGN.COM NORTHSIDEI®COMCAST.NET STRUCTURAL ENGINEER: SHINGUIS AND DWIDNEDGLe B� ErAI" ooP SEAM TAYLOR P�ronA V REft3PECJFlEATK/tl DESIGN LLC 6.5 � STAMP: MATCH EXLIT'G ROOF PROPOSED TOP. R'XiCN LNE OF C �3NNGt PATTERN TO MATOI �� 1 pin PROJECT: � � -P'ROPa9eDSOPi - - Y GARAGE ROOF � PROPOSED NEW POR`nCO CROW Y � oftsm�� RESIDENCE tm PIMP I ALIGN 12- - PROPOSED, 88 TOWER HILL ROAD -- -- —• PrrcN 2Rb FCoff - OSTERVILLE,MA. _ \ - srRucnMAL Roo c�DU0 ROLINID t EID mm� ® MMTM e�der eras m TITLE -- _ ELEVATIONS - PROPOSED PROPOSED Big N.WALLS W/ b w _ WALK PATIO STONE VENEER AND 2' THIB STONE wAu CAP w BULLNOSe E7GM i SCALE:1/8"=1,_0„ PROPOSED. 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SIDE 3.CONTRACTOR SHALL VERIFY EXI j �'ti'k•LVL + OPCfSID �h N�DER � ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. NOISE GARAGE 21b RAFTERS �B 2.0�COLLAR TIES'Oc- , W O,C.(ITP.) ore COLLAR TIES AWHI •16.D.C.-2112 RIDGE— 5.5 I�•w;1 LVL 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO Ix6 FASCIA A 4.25� ______ ---- �FASCIA CONSTRUCTION. CONTRACTOR b,6 SOFFIT ASSUMES RESPONSIBILITY FOR 68 FRIEZE I YIdtM6'LVL ALUMINUM GUTTER ANY MISSING OR INCORRECT GARAGE ROOF - - - - - - - - - - - - - ® - - - - - - - TOP: THE EATTENTION OFT THNSIONS NOT E TO 2x10 RAFTERS h 90FFR.ALIGN W GARAGE ROOF •16,O.C. / DORMER SOFFIT DESIGNER. EXISTING ROOF FRAMM / i / / `� / 1 %'RTYtlOD(SI4'DMA.) _ 4 9'�0•`. 5'-0• i I / ` / 91&APED TO MEADER.94• `i kI THM x q w NIGI.USE NEST urED Mr "e•STAGGER JaNMS: F OP'G L7[ISTNG NINDDW TO BE 1 ` � RPPLACED W S 7 DErcRATFVE OPAQUE I AREA WINDOW REP.PROJECT BEYOND • `° - '• '° t V PLYWDOD(*I W-DMA,) ISTING TOP_,—, 45 PROPOSED Su'�TO��-D-)J' -BATH — .—.— PROP. 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(503)362-2230 115061362-9802 NORTKSIDEOESIGN.COM I-YJxk'LVL - NORTNSIDE.000MCAST.NEf 21b�ERAPTER4 IF 6 k•O.CCL IJOIST STRUCTURAL ENGINEER: 2m u.G..JasTs k•°�. ____ _____ � TAYLOR DESIGN LLC - - - - - - - - - - - - - PROP09m TO , - - - - GARAGE ROOF STAMP: 21p DROPPED Is G..JOISTS• k•O.C. - - - - - - - - - - PGal?OSEO TQp1 - - - - - - - - - - - - - GARAGE ROOF Y PROJECT: PROP. PROPOSED PROPOSED ROOF DECK PROPOSED — — — BATH NO.3 COMPUTER AREA 1-91NI1-T6•LVL PROP�09ID CROW - — — - T�• °C Ir•RDUND T�APIERED 2ND RESIDENCE PR p. PROPOSED PROPOSED COLUMN W GIP AND HA�L STEEL GARAGE UTILITY CLOSET BASE TO BE SELECTED 88 TOWER HILL ROAD PROP, OSTERVILLE,MA. COVERED 56'14.WALLS, ® WALK 2'STONE VENEER ON OIIROCK ON METAL f FRAMING FOR OUTDOOR r KITCHEN APPLIANCES TO D CLIENT SELECTION TITLE: STONE WALL CAP TO BE 2' EXISTIG/PROP.. — — — — — — — THICK . . .Lr.. ..EDG — — ISr FLOOR BUILDING SECTIONS OOSED,. -"Al PEWMEASI PAVERS GARAGGE MST FL. . . - - - - - - - - - CURB OR RESTRAINT - - -PROPOSED. � SCALE:1/8"=1'-O" TO RETAIN PAVERS GARAGE 9lJ�B PROPOSED CRAWL SPACE 2'BIDDING COURSE 0 1 2 4 8 " STONE BASE STONE SUBBASE rPROJECT#: SHEET 1439 A.5 SECTION B-B DATE: OF D8/18/15 13 GENERALNOTES . 1.ALL EXTERIOR WALLS SHALL BE 2x6®16"D.C.UNLESS ' OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. _ 3.CONTRACTOR SHALL VERIFY CL ALL WINDOW ROUGH OPENINGS '-6 PRIOR TO ORDERING WINDOWS. PROPOSED FIREPIT AND -r�4� SURROUND LOCATION TO BE 4.CONTRACTOR SHALL V I SITE DETERMINED. PERMEABLE TO CONTRACTOR TO CONFIRM ALL DIMENSIONS PRIOR A LOCATION 15 COMPLIANT W/ PAVERS. PATTERN CONSTRUCTION. CONTRACTOR LOCAL CODE i PER OTHERS ASSUMES RESPONSIBILITY FOR _ ANY MISSING OR INCORRECT FIREPIT KIT BY M PROPOSED WALL DIMENSIONS NOT BROUGHT TO OTHERS. THE ATTENTION OF THE FIREPIT&PAVED Q DESIGNER. PROVIDE 2'STONE SURROUND - VENEER @ SIDES AND _ SANDSTONE CAP.W/ 1'-0 BULLNOSE EDGES j ? FIRE' 'R PIT C PATIO TO BE OF �- ' PERMEABLE PAVERS ON -_ BEDDING COURSE - NO. REVISION DATE WRAP FIREPIT W/12' WIDE DECORATIVE CURB PROPOSED 0 COPYRIGHT FIREPIT&PAVED NORTHSIDE HEREBY EXPRESSLY SURROUND RESERVES ITS COMMON LAW I'-B COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED.CHANGED OR _ COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN BIRDBATH PROPOSED PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. SURROUND LOCATION TO BE PAVED SITE DETERMINED. O BIRDBATH 0 OF PERMEAOURSE.B o SURROUND B LE BE - SURROUND BUILDER: PAVERS ON BEDDING C PROPOSED PAVED BIRDBATH SURROUND DESIGNER: NORTHSIDE DESIGN p ASSOCIATES PROPOSED PROPOSED DISTINCTIVE RESIDENT AL&COMMERCIAL DESIGN FIREPIT AND BIRDBATH SURROUND FIREPIT AND BIRDBATH SURROUND 1AI ISWIN STREET-M)36-2210 ARMOUT„FOR7'MA026]5 (5081362-2230 15081362-9802 NOR TNSIDEDESIGN.COM F N D N PLAN PLAN NORT„SIDE1@COMCAST.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED CROW RESIDENCE 88 TOWER HILL ROAD OSTERVILLE,MA. TITLE FIREPIT&BIRDBATH PLANS FSCALE:1/8"=1'-O" 0 1 2'ii4 8 PROJECT SHEET 14-39 A.6 DATE: OF 08/18/15 13 ............... 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ATTAINED 7 DAY STRENGTH CONCRETE FOOTING, — AND BOW TOP 4 BOTTOM 6•C,p•�"�gp 36%36'xi2'DEEP 3.CONTRACTOR SHALL VERIFY OF WALL ARE PROPERLY FILL BASE PLATE it DEALL WINDOW ROUGH OPENINGS 9ERCLRED. 6x6 6/6 NW, TOP A OF RHO INBUL PRIOR TO ORDERING WINDOWS. 3 r3 R9 CQ'TT• WAYS •FBL'POLY VAPOR BARRIO! 4.CONTRACTOR SHALL VERIFY -REMAoS COW. —_— - •• ••• ALL DIMENSIONS PRIOR TO TOP 4 BOTTOM I 1—III—_I CONSTRUCTION.CONTRACTOR I=1 I=1 I C '.': '• ASSUMES RESPONSIBILITY FOR CARRY OAMPROOFING I I I-1 I 1=1 •• •...' ' ____—_—_—_— ' Tw o ANY MISSING OR INCORRECT OVER TOP OF — —III( 1 I-1 11—I11—I 11 1 I I—I 11 DIMENSIONS NOT BROUGHT TO FOOTING THE ATTENTION OF THE =1 11=11=L=1 BIDING!fE ELEVATION DESIGNER. 2X4 KEYWAY I I I III—I I I—I I N k CaDT PLL PLYI'm. 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COMMON LAW vQT a NA7sw. a°1w Flit TAMP �D m COPYRIGHT. 31-011 to DED B THESE PLANS ARE NOT TO BE loom am � - REPRODUCED,CHANGED OR ° c e COPIED IN ANY FORM OR MANNER C WHATSOEVER WITHOUT FIRST 2 L A L L Y COLUMN FOOTING DETAIL 9 R IO REALLR OONT. _ n OBTAINING THE EXPRESS WRITTEN R ARRUND ALL 0�/1 PERMISSION AND CONSENT OF NORTMSIDE DESIGN ASSOCIATES. 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ECM_ CONNECTION DATE: OF SCALE 1-1nx - 1'-W 08/18/15 13 " GENERAL NOTES T1.ALL EXTERIOR WALLS SHALL 2t0 TOP RAIL, PITCHED - 2c6 TOP RAIL, PITCNED BE 2x6 0 16"O.C.UNLESS TO DRAIN TO DRAIN OTHERWISE NOTED. } 62 NOTCHED TO I / 2.ALL INTERIOR WALLS SHALL 62 Nora4m To -1 PROP. R E C. R M. RECEIVE SNINGLES PROP. R E C. R M. RECEIVE SHINGLES BE z=a 016 D.C.UNLESS- OTHERWISE NOTED. - I I M BLOCKING ANDERSEN 400 SERIES b,BLOCKING I I CARRY MOIBRANE TO GLIDING PATIO DOOR. 22 BALUSTERS _ CARRY MEMBRANE I 3.CONTRACTOR SHALL VERIFY 2x2 BALUSTERS - BOTTOM OF DOOR, IS' MODEL NNFWG6066L W/ _ UP ALL WINDOW ROUGH OPENINGS UP WHERE NO DOOR CUSTOM GRILL PATTERN 216 E7TT.WALL PRIOR TO ORDERING WINDOWS. W.C.SHINGLES TO W.C.SHINGLES TO I � I Ix4 DECKING MATCH EXISTING Ix4 DECKING MATCH EXISTING 2x3 TOP RAIL, PITON 216 TOP RAIL, PITCHED— WIDE CONTRACTOR SMALL VERIFY TO DRAIN SLEEPERS, SLOPE J6' ? WIDE PLANK PINE FLOORING TO DRAIN SLEEPERS, SLOPE Jb' WIDE PLANK PINE FLOORING ALL DIMENSIONS PRIOR TO PER FOOT i. PER FOOT CONSTRUCTION.CONTRACTOR 12 NOTCHED T I2 NOTCHED T PROP. ASSUMES RESPONSIBILITY FOR RECEIVE SHINGLES ROOFING Er'BjA11E Vj PLYWOOD SUBFLOOR RECEIVE SHINGLES EDR'T 9j PLYWOOD 9UBFLOOR INSULATION TO CODE REC. R M. ANY MISSING OR INCORRECT j 214 KNEE'WALL EDP'NG MEMBRANEDIMENSIONS NOT BROUGHT TO 2t4 KNEEUTALL JS' YWOOD INSULATION TO CODE SCUPPER $'PlYW00D INSULATION TO CODE II-W TJ 1 FLOOR THE ATTENTION OF THE SwppgR JOISTS 1 I6'O.C. DESIGNER. W PLYWOOD SHEATHING 1 iEnTHING 4 IxB FASCIA ALUMINUM GUTTER �+.�D� ALUMINUM GUTTER I I -- .�6 P.T.DECK Ix9 FASCIA 7bIST5•16,O.C. b10 FASCIA JOISTS•16'O.C. ME Ix SOFFIT 1.6 SOFFIT a SOFFIT 216 P.T.LEDGER. II-W T.J.I.FLOOR 21B P.T.LEDGER. II-W T.J.I.FLOOR CROWN MOULDING THRU BOLT TO RIM JOISTS 1 I6.O.C. CROWN MOULDING 2X8 BOLT TO RIM JOISTS 1 10 O.C. CROWN MOULDING ( •) JOIST. (TMP') - JOIST. (TYP•) NO. REVISION DATE (9J -9i'x II-T6' LVL METAL FRAMING 96'TYPE'X'FIRECODE (3)I-9�x it-T6'LVL METAL FRAMING 96'TYPE-W FIREC.ODE HEAVER, DROPPED G.W.B.GARAGE WALLS AND HEADER, DROPPED HANGER G.W.B.GARAGE WALLS AND DROPPED CURVED ® COPYRIGHT CEILING CEILING PLYWOOD HEADER SHAPED TO ROOM. RESERVES I HEREBY EXPRESSLY (91 -9i'xN-T6'LVL CONT. 4 ,�. COPYRIGHT. COMMON LAW HEADER CONSTRUCTIONI 96' H ER OVER GARAGE PLYWOOD(:14'OW.), 34' DOORS THICK x II-W HIGH.USE THESE PLANS ARE NOT TO BE 12'♦ROUND TAPERED WEST GWE t STAGGER REPRODUCED,CHANGED OR COLUMN W/CAP AND JOINTS t 24' COPIED IN ANY FORM OR MANNER BASE PROP. WHATSOEVER WITHOUT FIRST S��WOOD OBTAINING THE EXPRESS WRITTEN BRACKET REF. PROP. GARAGE PROP. GARAGE 12'o ROUND TAPERED COVERED PERMISSION AND CONSENT OF DETAIL A, P.0.2 COLUMN �WCAP AND PATIO NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORTHSIDE 7 BALCONY / BRACKET DETAIL 8 ROOF DECK / COLUMN DETAIL 9 COVERED PATIO It COLUMN DETAIL 0 DESIGN SCALE" 1-%" = 1'-0" SCALE" 1-%" = 1'-0" SCALE" 1-% N " = 1'-0" nssoclnTEs STINCTIVE RESIDENfIAt&COMMERGAI DESIGN M MAIN STREET'YARMOUTHPORT'MA.11 (SO8)9E2-2210 (5 )362Ax02 NORTMIDEDESIGN.COM NORTHUDE1000MCA MIT 12 rSTRUCTURAL ENGINEER: 6p TAYLOR ROOF ABOVE DESIGN LLC 2x6 EzrOZIOR HALL _ E LVL NE'ADER STAMP: (6)44' VIA.THRU BOLTS WITH WASHERS - BOTH SIDES.ALL THRLI BOLTS TO BE GALVANIZED OR EFOOfY C7.�. COATED PROJECT: .RWZ55 2' PROPOSED n P.T."b illill CROW iIIIIII — RESIDENCE 2)96'DIA D �II!II!I 88 TOWER HILL ROAD T TEAL \\ LAG _'6 I \ �° �� i!li!li!) OSTERVILLE,MA. rt P.T."D BRACE, CUT\ \ _ -- illjl ® ® - TITLE: AS SHON FOR ARCH \- illillil GARAGE DETAILS il!li lil �. I!II!III LVL POSTL . I�!I�!I�iI SCALE:1/8"=V-0" 2'-Id LSE 1 a a ill!I!li I PROJECT#: SHEET 14-39 D.2 .) O STRUCTURAL WOOD ROOF BRACKET DATE: OF 08118/15 1 3 SCALE" 1-%" 1'_p^ GENERAL NOTES - 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16-O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 8"x8" SQUARE COLUMN EX15TING EXTERIOR PROVIDE CEMENT WALL ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. BOARD WHERE 4.CONTRACTOR SHALL VERIFY CONCRETE 15 AGAINST ALL DIMENSIONS PRIOR TO 6x6 P.T. P05T, WOOD AS NEEDED CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR CONTINUOUS WWF L6x6 6/6, TOP 3 LAB ANY MISSING OR INCORRECT BR DIMENSIONS NOT BROUGHT TO OF S THE NTION OF THE BRICK VENEER EXISTING I7qq"'x71�" FL DESIGNER. -JOISTS @ tl8" O.G. Ll RILL AND EPDXY TO WALKWAY ° a EXISTING WALL. #4 REBAR @ 120 O.G. NO. REVISION DATE LEDGE FOR BRICK _ • ® COPYRIGHT ° 2@ #5 REBARS CONT. RESERVES HEREBY EXPRESSLY H RESERVES ITS COMMON LAW E AROUND ALL 1 R COPYRIGHT. OPENINGS ° e CONCRETE SLAB THESE PLANS ARE NOT TO BE EXISTING CONCRETE REPRODUCED,CHANGED OR °• BLOCK FNDN WALL COPIED IN ANY FORM OR MANNER 2@ u5 REBARS CONT. 6" COMPACTED FILL TOP AND BOTTOM WHATSOEVER V FIRST EXPRESS OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. 2x4 KEYWAY a —02" BUILDER: ° • 3@ #5 REBARS CONTINUOUS ° T Jl� DESIGNER: NORTHSIDE DESIGN 5" 5" ASSOCIATES O" DISTINCTIVE RESIDENTIAL.COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT-MA 02675 J5081362.2210 IM81362-9902 NORTHSIDEDESIGN.COM 1 1 PROP PORTICO STOOP : FOOTING AND SLAB NORTHSIOE I@COM[AST.N ET STRUCTURAL ENGINEER: SCALE" 1 -%2" = 11-0" TAYLOR DESIGN LLC STAMP: NOTES FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UND15TURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS PROJECT: ARE ENCOUNTERED PROPOSED CROW RESIDENCE 88 TOWER HILL ROAD OSTERVILLE,MA. TITLE: OPTIONAL HOUSE DETAILS SCALE:1/8"=V-0" 0 1 2 4 8 PROJECT#: SHEET 14-39 D.3 DATE: OF 08/03/15 13 GENERAL NOTES .e 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS •I'�•'�• OTHERWISE NOTED. i I I I 3.CONTRACTOR SHALL VERIFY 214 DELL TOP PLATE •I I DBL TOP PLATE ALL WINDOW ROUGH OPENINGS j PRIOR TO ORDERING WINDOWS. I I 1 SIMPSON SP6(20 GA.) j�AJ I 4.CONTRACTOR SHALL VERIFY I ALL DIMENSIONS PRIOR TO L•� CONSTRUCTION.CONTRACTOR RAFTER 1 16' O.C. T'"�j ASSUMES RESPONSIBILITY FOR 2x STUDS• 16' O.C. ANY MISSING OR INCORRECT I I DIMENSIONS NOT BROUGHT TO •� I I THE ATTENTION OF THE I I I I o i I 2x STUDS 0 16' O.C. DESIGNER. 0 0 N2.5 B EA. RAFTER HEADER •I i j l e$ FULL HGT.STU ^J i BTM PLATE NOR UPLIFT STRAP •I �, I I 1/2' COX SHFATHI CONTINUOUS HEADER TOP PLATE STUD • MULTIPLE OPENINGS WINDOW SILL ���'L 4L PLATE 5/5' ANCHOR BOLTS 1 36' O.G. cTM� RIM JOIST NO. REVISION DATE MIN. 7o w/3'x3'xIl/4' PLATE EMBEDMENT 'A NAIL 5d SgMMON EXTEND HEADER II LOOK JOISTS NAILS O 3 O. TO KING STUD 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY it 12 GA.ANCHORS TYP. SILL PLATE RESERVES ITS COMMON LAW A AFTER TO PLATE CONNECTION ,t NAIL TOP PLATE COPYRIGHT. SCALE,N.T-S. 2- 5/8' ANCHOR BOLTS TO BTM, OF HDR. THESE PLANS ARE NOT TO BE li w/3'x3' PLATE WASHERS 2 ROWS 16d NAILS REPRODUCED,CHANGED OR II ,e I • 0 3' O.C. COPIED IN ANY FORM OR MANNER ll AL OPENING WHATSOEVER WITHOUT FIRST �I 1/2'COX. SHEATHING OBTAINING THE EXPRESS WRITTEN I I SILL PLATE TO TOP PLATE FOUNDATION— I I a PERMISSION AND CONSENT OF II SEE NAILING SCHEDULE NORTHSIDE DESIGN ASSOCIATES. 5/5' ANCHOR BOLTS!36' O.G. �, ° @�P.RuLERT-1 s MIN. 7' EMBEDMENT BUILDER: w/3'x3'xl/4' PLATE WASHER @ C SILL TO PLATE CONNECTION Lu/ S�IEATNING D O C SCAIJ:I N.T.S. SCAU.E.N.T.S. DESIGNER: NORTHSIDE imDESIGN ASSOCIATES D16TINCTIVE RESIDENTIAL&COMMEROAL DESIGN JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 141 MAIN STREET'VARMOVTHPORT•MA 02675 COMMON NAILS BOX NAILS (503)362-2210 (506)362-3802 NORTHSIDEDESIGN.COM ROOF FRAMING NORTHSIDEI�OIAICAST.NET BLOCKING TO RAFTER(TOE NAILED) 2-W 2-10d EACH END RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END STRUCTURAL ENGINEER: WALL FRAMING TAYLOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-I6d 5-Iid AT JOINTS o o DESIGN LLC STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'O.C. HEADER TO HEADER(FACE NAILED) lid Iid 2W O.C.ALONG EDGES o STAMP: FLOOR FRAMING U,6d COMMON o JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-6d 4-I0d PER JOIST BEAM 4 STRAP KAILS 6' O,G. o S MIPSONMP'-ION BLOCKNG TO JOIST(TOE NAILED) 2-8d 2-IOd EACH END HIM 0 BLOCKING TO SILL OR TOP PI-ATE(TOE NAILED) 3-16d 4-4id EACH BLOCK nNR 6` LSTA 1 EA. RAFTER LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-Iid EACH JOIST E770 0 JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-IOd PER JOIST DIgT PROJECT BAND JOIST TO JOIST(END NAILED) SAW 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-IiD SAW PER FOOT I� PROPOSED ROOF SHEATHING CROW oO00 STRUCTU RESIDENCE PANELSRAL PANS RIC"BEAM 88 TOWER HILL ROAD RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Bd IOd 6'EDGE/6'FIELDRAFTERS OR TRUSSES SPACED OVER 16'O.C. bd 101d 4'EDGE/i•FIELD am. OSTERVILLE,MA. IDGE STRAPS ARE NOT GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Bd Hod W EDGE/6'FIELD EQUIRED WHEN COLLAR TIES OF GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL 5d IOd 6'EDGE/6'FIELD NOMINAL Ix6 OR 2x4 LUMBER OJTLOOKERS ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 6d IOd 4•EDGE,14'FIELD THIRD T ED RAFTERSTHE ATTIC IC S USING D TITLE CEILING SHEATHING 5)10d NAILS RICH END GYPSUM WALLBOARD 5d COOLERS - T EDGEAO•FIELD � � TYPICAL EACH CORNER FRAMING TIE-DOWN WALL SHEATHING / C lE�l_I7GE BAND STRAP CO S O O DETAILS STRUCTURAL j_ scALEI H.T s. SCALE:1/8"=1'-0" SYTUUDDS SPACED UP TOa2�O.C. Bd 10dT3- EDGFJI2'FIELD SCALE.N0 .T.S. AND 2W FIBERBOARD PANELS 5d EDGE/6'FIELD 0 1 2 4 8GYPSUM WALLBOARD 5d COOLERS - EDGFA&FIELD FLOOR SHEATHING PROJECT#: SHEET WOOD STRUCTURAL PANELS P OR LESS 8d IOd ,¢39 D.4 r6' 'FIELDGREATER THAN V IOd I6d /6•FIELD DATE: OF OB/,8/15 13 I r'GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL CL rL 52 rL 6'-62UNLESS "42' OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL �6XI6 P.T.POST BE 2x4 @ 16"O.C.UNLESS E----------- -------------------------------- (TrP OTHERWISE NOTED. ... ..... 3.CONTRACTOR SHALL VERIFY --- - ----- --------- AL WINDOW ROUGH OPENINGS 5 7.. 5�F—28'-7)2' '_6 PROP.COVERED Wlzv�------ - --- _2�;COLUMN C� PRIOR TO ORDERING WINDOWS. BPERMEABLEOUTDOOR BASE PLATE 4(2)V.-DIA. A.5 BEDDIWG"OI, -_ I -_ R ANCHOR BOLTS PAVERS ON:OURSE 0"36'.36'.12' _EIE��t CONCRETE 4.CONTRACTOR SHALL VERIFY ...... '10 ------------------- 4. -THICK x 4'-0' EXISTING HOUSE ON ......... MIN.CONCRETE ALL DIMENSIONS PRIOR TO WALL ON CONSTRUCTION.CONTRACTOR ------------------------- I PROP. cc CONCRETE BLOCK FOUNDATION CONTINUOUS 20.10' ASSUMES RESPONSIBILITY FOR I CONCRETE FOOTING DIMENSIONS NOT BROUGHT TO I 1 1 ANY MISSING OR INCORRECT tr) CRAWL SPACE B ....... ........7= ........I... .............. ............. ...... ...... ................................................ ..............................v= cl- �w CONCRETE CL THE ATTENTION OF THE DUST CAP ON 10 NIL I I DESIGNER. .1.Ilk O.C. — GL APOR RETARDER cr_- ---------- ----------------------------------- 1�CUT 56., FOR CRAWL OP'Gt L_J ACCE55 d-I EXISTING PROPOSED t`+ CRAWL SPACE ------------------;r--------- 7 PATIO �'.M t-�� F I / ICONC.FILLED W_z6pz_. q ON PERMEABLE —1 1 STEEL LY g�'6 NIL VAPOR I PAVERS ON I A I I 1 50.36',LA2�DEEP RIDER 1 11 : NO. REVISION DATE BEDDING COURSE I, ........... ............................................... ....................... ................................................. ERIDGID FOAM I .INSULATION 24'MIN. 4) COPYRIGHT do I: It PERIMETER OF NORTHSIDE HEREBY EXPRESSLY 't GARAGE SLAB(TYP.)l i RESERVES ITS COMMON LAW CRAWL SPACE r ON 6 COPYRIGHT. LE THESE PLANS ARE NOT TO BE �=IN 0;CONCRETE WALL I NIL.VAPOR CQNY.FOOTING. REPRODUCED,CHANGED OR HEIGHTSi I FLOOR DEPTH U-4- j COPIED I ANY FORM OR MANNER HEIGHT BACKFILL W/CLEAN I I N COMPACTED FILL WHATSOEVER WITHOUT FIRST mu --------------- -------L--- --------------- OBTAINING THE EXPRESS WRITTEN CL PERMISSION AND CONSENT OF -------PROVIDE sS ----4- CANi NORTHSIDE DESIGN ASSOCIATES. 11 .. 1 1'.EARLY ENTRY PROVIDE%'TYPE'X' ENTIRE r R BARS (TYP.) GARAGE AND CEILING ----------------- 1'2 RT IN S4 FNDN WALL zzz BUILDER: T__r P-Ot _W ANCJ40R BOLTS 0 36' 1 PITCH JV PER FOOT EXTEND EXISTING I O.C.MIN.7'EMBEDMENT TOWARDS DOORS DECK 112'TO ME W PRCP05ED GARAGEPLATE WASHER j _T5 4'.4'..25-COLUMN IN51DE OF jzy!� CONTRACTOR DROP-TOP-OF.WALL=--------- S14ALL MAINTAIN 6x&P.T.-A I I V/z 12'0 DOOR OPENINGS STD.BASE PLATE 0(2 : : — 48'MIN.FOOTING POST (TYP.) PROP. 'I LINE OF EXISTING (TyP-) DIA.ANCHOR BOLTS(TYP.. I I COVERAGE ABOVE ---------- -1 -11------------------ 000 5'CONC. L--------------------------- 10 '�/ /Z v SLAB STOO� J_ .......... I I DESIGNER- NORTHSIDE 6,11 LVL POST UP/DN. [_ TO SUPPORT BRACKET COBBLESTONE APRON 1 '-27% IVZ/ ABOVE(TYP.) CL DESIGN L _U PATIO LINE--/ 34 ASSOCIATES T2— - I D INCrIVE RESIDEW.I.&CO—ERCIAL DESIGN L- -------r zx ZV4' -VARMOUTHPORT-MA 02675 r —1 9- GARAGE 141 MAIN�REEY 1513111 362-2220 (5081362-9902 NOUHSIDEDESIGN.COM O-.SIDEI@CO---.N17 li F'STRUCTURAL ENGINEER: BASEMENT 'X TAYLOR 01 0 DESIGN LLC 0 EXISTING 0 STAMP: tSKlL;K-/ STAIR�/ IN PROJECT: PROPOSED CROW TYPICAL NOTES: FOUNDATION NOTES: GARAGE -- ------------------------------------------------------ I. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED I.MAIN FOUNDATION WALLS TO BE 10'POURED 88 TOWER HILL ROAD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY CONCRETE W"21PPS BARS TOP 4 BOTTOM. OSTERVILLE,MA. DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE FOUNDATION WALL TO BE ON IO'x20`STRIP 6.CONTRACTOR SHALL ENSURE THAT ALL FOOTING.PROVIDE 3*#S NMIZ.BA S FOUNDATION WALLS MA NTAIN 4'-0'MINIMUM ENCOUNTERED. CONTINUOUS IN STRIP FOOTING WRKEYWAY. COVER. PROVIDE.5 VERT.DOWELS 0 24'O.C.=�Z 2 CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME EXTENDED 3'-6'MIN.ABOVE TOP,OF G. 7.PROVIDE WEB STIFFENING PLATES AT ENDS PROVIDE%'ANCHOR BOLTS 0 36'O.C.MAX. OF STEEL BEAM(TYP.) THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND MIN.7'EMBEDMENT W PLATE WASHER. 8.SEE STRUCTURAL DRAWINGS FOR LOCATIONS TITLE: PROPOSED THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION 2.STRUCTURAL STEEL COLUMNS TO BE A' OF ALL STRUCTURAL COLUMNS. FOUNDATION&FIRST OF PROPOSED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF CONCRETE FILLED LALLY COLUMNS TO EXTEND q CADNTRACTOR SHALL NOT SCALE DRAWINGS 3 PLANS SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO TO FOOTING BELOW.PROVIDEUM.O.W CAP Fbi DIMENSIONS.ANY MISSING, INCORRECT OR FLOOR FRAMING FOUNDATION AND FIRST FLOOR PROPOSED BUILDING AS PRESENTED IN FINAL CONSTRUCTION PLAT 4 7'.12'.%*BASE PLATE W 20,14-DIA. QUESTIONABLE DIMENSIONS NOT BROUGHT TO DOCUMENTS. BOLTS/WELD ALL CONNECTIONS.FOOTINGS TO THE ATTENTION OF THE DESIGNER BECOME THE Be 36 ,12'SQUARE CONCRETE W 3005 BARS RESPONSIBILITY OF THE CONTRACTOR. FRAMING PLANS EACH WAY. SCALE:1/8"=1'4 FOUNDATIONS, 3.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ :0.GARAGE AND OTHER FILLED FOUND T 5.DOUBLE FLOOR JOISTS UNDER ALL PARALLEL 0'POURED CONCRETE WALL W/20 S 514CRING ETC. To MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL PARTITIONS. 50TTCM BARS.FORM FOUNDATION ON 20'.10' 0 1 2 4 8 INTEGRITY OF EXISTING WousE. STRIP FOORINT.PROVIDE 21P 95 CONTINUOUS 4.CONCRETE SLAB TO BE 4'POURED CONCRETE HORIZONTAL BARS AND KEYWAY IN STRIP AND BEER„ WALL KEY 4. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL ON COMP ED FILL.CUT JOINTS ALONG WALLS FOOTING LAP BARS TO MAIN WALL BARS. PROJECT#: CONSTRUCTION SPACED 0 12'O.C.VERTICALLY.PROVIDE%'I, EXISTING HOUSE COMPONENTS AND INTERIORS DURING M COLUMN LINES. PROVIDE TRANSTPAN51TION REINFORCING Wl.5 BARS SHEET EX15T'G C.N.U. FNDN WALLS AND CONSTRUCT TEMPORARY 5TRUCTURE5/FNCL05URES AS MAY BE 5.CONTRACTOR TO PROVIDE BASEMENT 12'ANCHOR BOLTS f 36'O.C.MAX.MIN.7' NECESSARY TO ENSURE SUCH PROTECTION. VENTILATION AS REQUIRED BY CODE(WINDOWS 14-39 PROPOSED 10' —RED CONC. 5. STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING 11,15PSECTION OR MECHANICAL) EMBEDMENT wl 31.3l.P.,PLATE WASHERS A.0 WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE By INTERIOR FNDN WALLS WALL PLASTER SOARD/FINISH. DATE: OF 08/18115 13 0 4 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL N BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS OPTIONAL WALL PRIOR TO ORDERING WINDOWS. I, Do'eD' 6. COUNTERTOP OUTDOOR PEA OVEN 4.CONTRACTOR SHALL VERIFY ALL - � �2' CONS DIMENSONS PRIOR TO RUCTI ON.CONTRACTOR ASSUMES RESPONSIBILITY FOR 26M CUSTOM ANY MISSING OR INCORRECT STYLE DOOR FORUNDER 9i•W.r 26'W. DIMENSIONS NOT BROUGHT TO STAIR COVE PERMEABLE LK OUTDOOR 4'�.' N �')�'9 THE ATTENTION OF THE A 5 STORAQE ACCESS -2 PAVERS SHOWER CAP 4, �, Ell r �9 TO�VE r DESIGNER. A I6 STD/IE VENEER ON v DURDLK FRAMING W STEP IDN.4' " STApP<jA i�EyTrp) STORAGE STORAGE I I STORAGE Tn�� ,o -_____ _____ PROP ---- --- ---- UTILITY CL. B CLOSET .. ................... .... ............ arse ..... ............. �................. ............................. ....................... _ T-IIT7 STONE WALL CJ1P A.$ —— PROP. , 2B6B I I STORAGE CLOSETS ----- TOBULLNOW EDGE'S STORAGE I I To HAVE I I (TYP-) NO. REVISION DATE UBFLPLTWOOD 11 AQA/STABLE PROPOSED ?T CL 0PLYHO D E 20 MIN. SHELr FROM SO' I I STORAGE AREA )P —— FIRE-RATED 'E' I I r� •II.r IIV N. ® COPYRIGHT DOOR , _ ! (FIN.)MALLS NORTHSIDE HEREBY EXPRESSLY I I PROVIDE 4'W. STEP IN 4•TO I I EXISTING pppp_HALL RAMP UP TO >I'-7-11 RESERVES ITS COMMON LAW II Lg RAISED STORAGE I I FEO COPYRIGHT. M. BATH LIP>s y 51 LOCATION DETERMINED TO BE I I THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR EXISTING EXISTING I I m PROPOSED COPIED IN ANY FORM OR MANNER BEDRM.NO.2 MASTER BEDRM. — _ I I. .........S.T.ONE.P..A.V9....... WHATSOEVER WITHOUT FIRST ........ ........................................ .................................................... ............... .................. ........ I ..... ......................... A,5 SOi6 1T9 PERMEABLE _ A.5 OBTAINING THE EXPRESS WRITTEN TOP PANEL PAVERS PERMISSION AND CONSENT OF PROPOSED DOOR NORTFISIDE DESIGN ASSOCIATES. T T• l� - NICHES IN GARAGE / \ DER PROP.ENTRY CURVED WALL, I I REP.INTERIOR 711E / I F �` ELEVATIONS BUILDER: — CLOSET _ Up �`..� T�yIFl DDe I I CL I I TOP PANEL-1(Z_._ Mm RCEILINGE I I 'GWLL W 9L• ---- I I DODR .�-4 ACC89 PANEL TNtS AREA. TES ( Br.IP,CZI LIMNSCBJT R I CLOSET I———I �—Z5 — — I Err. ��� �'P.T.POSTS ® CLOSET EXISTING I 1 EXISTING I I PVC DESIGNER: �D®� ----- ----- HALL i i BATH EXISTING EIaEND _ — y� STONE PATIO Y NORTHSIDE 9 E ---- ----- II COSTING PROPOSED No.2 DECK Deoc� I I DESIGN I I TS 4r4'r16•CculTsl TO I I ea9T'IG - SUPPORT STEEL BEAN ABOVE LslLrax 4'-b• ASSOCIATES I I o PLANTEit I CAP 9i•IN r 2S'W. I m 2888 T D ID (FIN.)WALLS DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN a 11 _ fGh 141 MAIN STREET'VARMOUTHPORT-MA 02675 I I FLAT CLG. SLOPE 7'STEP ON. MML/.�- ISM)362-2220 ISM)362-SM 'TT I� _______ ^_A EXISTING I I "TO DEc=x I II I NORTXSIDEDESIGN.COM FOYER I I APRON.- NORTXSIDEl®COMUST.NEf ® I I STRUCTURAL ENGINEER: F.P. EXISTING ( EXISTING TAYLOR I KITCHEN I BREAKFAST DESIGN LLC I I STAMP: I I ------------- --- 13 - REF EXISTING HALL EXISTING PROJECT: II PORTICO EXISTING I i i PROPOSED LIVING RM. DL ETI I EXISTING 1 ON.4R CROW V EXISTING PTRY/ 1 1 GARAGE 1 I DINING RM. LDRY --- NOTE, 88 TOWER HILL ROAD G OSTERVILLE,MA. ALL WINDOw9 ARE TO BE UNDERSEA 40R SERIES DN. GMI A IEDISE NOTID. BUILDING EI-EVATIQIa TITLE GROUND FLOOR PLAN WALL KEY SCALE:1/8"=1'-0" O EXISTING WALLS C_____7 WALLS TO BE RProVED 0 1 2 4 8 PROPOSED ® QED WALLS PROJECT#: SHEET GROUND FLOOR PLAN 14-39 A.1 DATE: OF 08/18/15 13 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS, OTHERWISE NOTED. N 2.ALL INTERIOR WALLS SHALL 1 BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED.' 3.CONTRACTOR SHALL VERIFY ` ALL WINDOW ROUGH OPENINGS -I� PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL 4 rt rL ; 7' CL ALL DIMENSIONS VERIFY SIONS PRIOR TO 'q1 CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY" Tw7DQ Tw2s44 OR ANY MISSING OR INCORRECT _ DIMENSIONS NOT BROUGHT TO ------ I_ '., THE ATTENTION OF THE Rov. PETd OM. DESIGNER. �PALBE 3 1 1 I 91 L_ _——— PLAT -FLT CG B C . ( PIT01 Dw. I '-1 2668 POCKET f _- I PROP. ___ P,. COMPUTER I BALCPROONY -----------------------IW C I I e BUI�L.T�-M� I AREA , ' I AI•f f. .. .......1 ...SIORAfd.... ........ ................................................... �. ff.ff I B .......................................... 14 ;��II III i PROP 1 NO. REVISION DATE i STAIR I 11 OL. L. •_ i i2668 r___________________ __________________ ______________ CM1. I 255g�I- i I 1uPT ® COPYRIGHT FULL NORTHSIDE HEREBY EXPRESSLY --- DOOR RESERVES ITS COMMON LAW 1 Extgn G E'XI � 1 I �I9fi�®A D IOP'G CASED I '._- - (� COPYRIGHT. I <tbG I E]IISTIW. I FXI9TING 1 T '-0�+ 6'-•y .V 5,'-O'er+--3'•-4 '-C r •iT THESE PLANS ARE NOT TO BE III f7 �1 •fr2 �4 ` REPRODUCED.CHANGED OR j tD. j !E. A ' COPIED IN ANY FORM OR MANNER ••••••• -- "---"""" VAULT ON. VAULT ON. I I WHATSOEVER WITHOUT FIRST I i A.S OBTAINING THE EXPRESS WRITTEN •,•„•,,,,,,••„•„, 1% I I A PERMISSION AND CONSENT OF .......... ....................................................... ............................................................ r ........... .................... ............................. ................... ................... NORTHSIDE DESIGN ASSOCIATES. I A.5 PROP. « I I 0ISTI G. I t122 WET BAR 11 BUILDER: I I EID3T'G j I I ,:• I I 2MIt lMI2 4' � `g I I I � � l Raw OPERABLE PROPOSED _ 1 RoaP ROUND TOP RECREATION RM. PROP. 1 I C�WNDON PORTICO i EXTEND EXI roomGARAGE WALL EAVE TO PROP CUCART2640 ROOF'.' NORTHSIDE ' .`t112.PRCII' 1 ELB EXISTING DESIGN �. I i DECx ElEIOw ASSOCIATES { I 1 7119 i i VAULT DN. VAULT ON. DISTINCTIVE RESIDENTIAL&COMMERCULL DESIGN I I PROI OIL 141 MAIN STREET'YARMOUTHPORT•MA 0267S ———— FP — 15081362-2210 (508)362-9802 � ------��------------------1 NORTHSIDFDESIGN.COM F 1 M p NORTHS DEl®CO CATf.NET —L. PROPOSED -0 �74 I i ' l ROOP BALCONY ROOP s � a'ap"rn, 4 LVL wFwoeR STRUCTURAL ENGINEER: TAYLOR r bBALCONY r� DESIGN LLC I I I - I I I'-5kj STAMP: I J ' I I I I I I I I I I 1 ❑ PROJECT: I I I I I I PROPOSED CROW NOTE, GARAGE I I I 88 TOWER HILL ROAD ALL WINDOWS ARE TO BE ��nlw ANDERSET4 400 SERIES OSTERVILLE,MA. UNLESS OTHERWISE NOTED. E'X197nY. onsnH2 i W' i ❑ - GRILLES APPtIm PER I 3b � I �' I BUILDING ELEVATIONS I I 1 TITLE I ------------------- --- ---------- --- - --------------------------� SECOND FLOOR PLAN WALL KEY 0 EXISTING wAUS SCALE:1/8"=1'-t78) WALLS To BE REl"IDVm PROPOSED WALLS0 t z a PROJECT#: SHEET PROPOSED 1439 A.2 2ND FLOOR PLAN DATE: OF 08/18/15 13 - - !/1 YI■NN NI nnn.1 ■Y■IY■ 1■Iw■n/■■■Nu ■■uwnr■Inu/■1•■ _ ■YIwY■wu.w1•swlwl■ TOWER, - .-- •n � � H■1 N■ ■■■ U��1■ ■■■ 11 ■■■ tlIN/ ■■■ ®®® ■ ■nY•su i ■ ■slnual ■IHYMN OHY NN w■ n h _ sNN■i viniim N■ M■Nn•1■• 1■•/■■M ■■OMNINnI■ '(((NNN■.���� 1 O ■■/INI■■NN/■NI• ■wHl■ HHIN•■tN■ HI■n■ I IN I ■INHI■N••■1■1■Y■ I■ I u L, I 1• I ■IN■N■INHI■1•NN I an I INHI■1■ - YIMI■Np..NprI'�N YII'.1p■1.y1.1 HI•INYI■ 1 ■ I, nN IHI■ N ■IHI■YtN1■■■IIN■•■ 1■■ 1•So IY■■ 1 1 ® ■IH■tJ I._Nil■N_1■ _ /• HIYY�INfill . • •I• rl'111111'1. � 1l1111111111111111. ��qnnni1///111N///ll///lull/lh Enka' in AVON linin.amens Sol■■.- ■:1■■NNI■/'■—■:Ilolo•I■■1►- u�Nw _ • I •:■■1■1■■t■I■IP. _■■■1■1■■■■1■p O■' ■nn ■11■■■1■11■■■1■ u■ lir•�•�••••�•.uru■..•.•......:■.. �n u■uuuoum .• IpI ■111 ■■1 01.. ■ 'I■olo/■■■1■■11 .. - �:nt—• ins nn IIN. 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CONTINUOMS RIDGE ��CUPOLA, P� STANDING BEAM METAL RM 2.ALL INTERIOR WALLS SHALL VENT(�') TOPREXISTING GARAGE ELOCATED COLOR GE �TO BE SELECTED BE 2x4 @ 16"O.C.UNLESS TO PROPOSED LAY ON ROOF W RE FOR EXTERIOR 4 1 LVL9 )W OTHERWISE NOTED. •16,O.C. ` ace LVL COLLAR TIE EMUR 3.CONTRACTOR SHALL VERIFY PROPOSED ING 29t"I''LVL BEYOND' ALL WINDOW ROUGH OPENINGS E�HOUSE GARAGE 2.b RAPTERB \ I6 •k. TIES, ��READER PRIOR TO ORDERING WINDOWS. Ii'O.C.(TYP.) \I 21e COLLAR T® ALNllil •16'O.C. 4.CONTRACTOR SHALL VERIFY —2112 RIDGE-- 5.5 I-y�yR,yl LVL ALL DIMENSIONS PRIOR TO Ix&FASCIA 425� ------ ____ FASCIA CONSTRUCTION.CONTRACTOR Ix&SOFFIT ASSUMES RESPONSIBILITY FOR I'15 FRIEZE (9)I-W"kfjRC LVL ALUMINUM GUTTER ANY MISSING OR INCORRECT -MOP_ — — — — — — — — — — — — —Ii EADEiy_OROPPED — — — — — — — . ED Tge, DIMENSIONS NOT BROUGHT TO -ALPROFOOGARAGE ROOF 2,10 RAFTERS h SOFFIT ALIGN W GARAGE ROOF THE ATTENTION OF THE •Ib'O.G. F , \ DORMER SOFFIT DESIGNER. 2 EXISTING ROOF PRAMMG i j \� � I %'PLri/00D(2M DIA.) F 'Loon sr CLq® \\ i \ GWE THKK4 BTAGGER JOINfB t , NDOW TO BE ` � ?A' 7 DECORATIVE OPAGUE gIIALL I AREA ` WINDOW REP.PROJECT }--- BEYOND PROP— —'— 7 NO. REVISION DATE • O.C. -%'• 'O %'PLYWWD ow mx), Dc19TING TOP_.—. _ � SHAPED To HEADER.sy PROP. EROP. STEEL PROPOSED a THICK STAIR DROPPED WEST x II-TL'NICII USE ® COPYRIGHT GARAGE / WEST Glue R STAGGER NORTHSIDE HEREBY EXPRESSLY EXISTING f� =u' RESERVES ITS COMMON LAW M.BATH COPYRIGHT. THESE PLANS ARE NOT TO BE r REPRODUCED,CHANGED OR a COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST EXIST'G/PROP.. _ _ \� � EXI9TG/PROP.I OBTAINING THE EXPRESS WRITTEN 1ST AND CONSENT OF FLOOR - J ,u �. �\ —,— —,— .—,—.—.— .—_— —,—.—.—.—.—. IST FLOOR NORTHSI EPERMISSIONDESIGN ASSOCIATES. FIN.DECK 8c5T1NG P1LiOR I PRO PIOSm' FRA111NG _ _ _ _ _ _ BD9TiNG BUILDER: IDATION PROPOSED RIDGID FOAM WALL CRAWL INSULATION i DL SPACE PERII9.RER OF GARAGE SLAB(TYP.) rC j SECTION A-A DESIGNER: NORTHSIDE DESIGN ASSOCIATES CANT/RIDGE VENT DISTINCTIVERESIDENTM&COMMEROa DUIGN (TYP-) 141 MAIN STREET'YARMOVTHPORT-MA 02675 LAT ON ROOF W 2R •li'O.C. I506136bI210 15081362-9802 NORTHSIDEDESIGN.COM 1-"16'LVL NORTHSIDEIOCOMCAST.NET 2.10 RAFTERS• S k'°x- 20 aG..IOISTs STRUCTURAL ENGINEER: •Iv o- ____ ____ � TAYLOR DESIGN LLC — — — — — — — — — — — — — — TOP. 2.3 DADPP® GARAGE ROOF STAMP: CI.G..lwsTs• Is'of - — — — — — — — — —roll — — — — — — — — — — — — - — — — -RPOFIOSED RIP. GARAGE ROOF 4 y Y PROJECT: PROP.PROPOSED PROPOSED ROOF DECK PROPOSED — — — BATH NO.3 CO -MPUTERAREA LVL PROpomm CROW — — — T" °� ND TAPERED ZND RESIDENCE 12'•ROUND TAPPRFD - pR4 p PROPOSED PROPOSED COL"W CAP AM 88 TOWER HILL ROAD HALL GARAGE UTILITY CLOSET TO Be B� f] PROP. OSTERVILLE,MA. COVERED 26'H.WALLS. . WALK 2 STONE VENEER ON DUROCK ON METAL OR FRAMING FOR OUTDO r KTTCNFN APPLIANCES TO D CUElTT SELECFICIN TITLE: _ STONE WALL CAP TO BE 2' EXIST'G/PROP.. -.- - - - - -.- THICK W BUILLHOSE EDGES - - IISSTppFLOOR BUILDING SECTIONS PERMEABLE PAVERS GARAGE 1ST FL. CURB OR RESTRAINT — — —P<7DP'OSED. SCALE:1/8"=V-0" GARAGE TO RETAIN PAVERS SLAB CRAWL SPACE 2'BEDDING COURSE 0 1 2 4 8 STONE 1349E STONE SUBBASE PROJECT#: SHEET 14-39 A.5 SECTION B-B DATE: OF 08/18/15 13 GENERAL NOTES - 1.ALL EXTERIOR WALLS SHALL BE 2x6 @16"O.C.UNLESS _ OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 4- ALL WINDOW ROUGH OPENINGS -6 PRIOR TO ORDERING WINDOWS. PROP05ED FIREPIT AND --44 SURROUND LOCATION TO BE 4.CONTRACTOR SHALL VERIFY SITE DETERMINED. CONTRACTOR TO CONFIRM PERMEABLE ALL DIMENSIONS PRIOR TO LOCATION 15 COMPLIANT W/ PAVERS. PATTERN CONSTRUCTION.CONTRACTOR LOCAL CODE i PER OTHERS ASSUMES RESPONSIBILITY FOR WALL ANY MISSING OR INCORRECT FIREPIT KIT BY k/FI POSED CAP DIMENSIONS NOT BROUGHT TO 8 PAVED o THE ATTENTION OF THE PROVIDE 2'STONE RROUND VENEER @SIDES AND DESIGNER. SANDSTONE CAP.W/ 1'-0 BULLNOSE EDGES J v FIRE' ❑ j _6CL - ,PIT;: Q tl PATIO TO BE OF PERMEABLE PAVERS ON BEDDING COURSE NO. REVISION DATE I WRAP FIREPIT W/12- WIDE DECORATIVE CURB PROPOSED NORTHSIDE HEREBY EXPRESSLY (9) COPYRIGHT FIREPIT 8 PAVED SURROUND RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED.CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN BIRDBATH PROPOSED PERMISSION AND CONSENT OF SURROUND NORTHSIDE DESIGN ASSOCIATES. LOCATION TO BE PAVED SITE DETERMINED. O BIRDBATH o SURROUND TO BE - SURROUND OF PERMEABLE BUILDER: PAVERS ON BEDDING COURSE. + PROPOSED III PAVED BIRDBATH SURROUND DESIGNER: NORTHSIDE DESIGN ASSOCIATES PROPOSED PROPOSED DISTINRIVE RESIDEM AL&COMMEROAI DESIGN FIREPIT AND BIRDBATH SURROUND FIREPIT AND BIRDBATH SURROUND '°1(SM)36.2210 RM°>rISMRT'MAD2RTS (5031362.2230 15031362-9802 FNDN PLAN I NORTNSIDEDESIGN.0 PLAN OMNORTNSIDEl@COMCAST.NR STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED CROW RESIDENCE 88 TOWER HILL ROAD I - ' OSTERVILLE,MA. TITLE FIREPIT&BIRDBATH PLANS SCALE:1/8"=1'0" 0 1 2 4 8 PROJECT#: SHEET 14-39 A.6 DATE: OF 08/18/15 13 OE 10, " %!, m IMF ;I l l OIF 's F11110100, I� r Fall on APON Morr MIOA00i 0 � j ON Will EN SOMEONE �I �/ -. /RO r/�� l:I. 01 NO I //�/�I II . SWAIM GENEIRALNOTES 1.ALL EXTERIOR WALLS SHALL ■■ - OTHERWISE NOTED. II � �JNOTED. 3.CONTRACTOR SHALL VERIFY ALL .. RO PRIOR �M]G UGH .. ,Ylm� ®III`=®- 4.CONTRACTOR SHALL VERIFY Mom �11 ALL DIMENSION all CONSTRUCTION. CONTRACTOR lots] ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT To DIMENSIONS NOT BROUGHT TO M; 1 _ _ ,�:: ��f'.•�-�-:i�� `-ao`; .- // 'lilj e ►1__�: j II �������llllllll" III!'•'• , �. _ - �// ICl/ i ••••'� 1 ,� _:�.� a �` • • • 1� /III II �/� ���// n���' IBM +• '•• '1 0 NORTHSIOE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT THESE PLAN'S ARE NOT REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST Ilm I NA NORTHS11 E DESIGN ASSOCIATES. lull I 1 %�;..... � ; III %��� 1t �> ��-:' ✓ p� G ' _-= 1 , � �li +���i�+�i/ - � ._III■ MA STRUCTURAL ENGINEER: TAYLOR DESIGN ;1////�/ �/�jj1 CROW /+ - /� DEN 88 TOWER HILL ROAD OSTERVILLE.MA. Bin 'PomprT III: SHEET I 14-39 OF 13 - ���ZZZZZZZ �ZZZZZ••��� /// ',////� %�%%%%/%%% %%%%%%%%%/%%/%% �� , I _ I � • ' • 1 GENERAL NOTES BIT,•JT•FILLER. 1.ALL EXTERIOR WALLS SHALL TOP OFF L FLEXIBLE 3-15'CONC.FILLED STEEL LALLY OTHERWISE NOTED.LESS JOINT 9EALJWT COL.UI'W NOT TO ETCCEED 10 KIPS LOADING-AND/OR B'IN WEIGHT 4'CONCRETE SLAB��'P 2.ALL INTERIOR WALLS SHALL DO NOT��LL WALE 2'COIC.DUST CAP i ML POLY VAPOR BARRIER BITUMINOUS [BLL JOINT SSE }f CDDL FLYMtlO'D OTHERWISE NOTED. OFF MI FUS JOINT E JONT BE 2x4 16"O.C.UNLESS UNTIL CONCRETE HAS 'SIKAFLEX IA' ATTAINED 7 DAY STRENGTH CONCRETE FOOTING, 2xi v�'0.Cr AND SM TOP 4 BOTTOM 6'COMPACTED 36"x36'x12*DEEP OF WALL ARE PROPERLY FILL 3.CONTRACTOR SHALL VERIFY PLATE it-OR p IBERGLASS�L ALL WINDOW ROUGH OPENINGS gQ7�Rm, _ bxi N6 WFff, TOP lb OF PRIOR TO ORDERING WINDOWS. El I 1=1 3/05 RIBARS CONT. WAYS •ML,PMY VAPOR BARRIER 4.CONTRACTOR SHALL VERIFY .a__meen CONT. .. ALL TOP 4 BOTTOM III=I I I=1�.'+ ,". ':.:';''.,'•'..'•:''. �.•:'.." 1• �r CONSTRUCTION. .PRIOR A 1-III—III -' 7 1 Ifr'Mn CONSTRUCTION.CONTRACTOR _ _ • � � ASSUMES RESPONSIBILITY FOR TIG -LYMM aLmFLOM ANY MISSING OR INCORRECT CARRY DA(PROOFING I I 1=1 I I—I -. -. :-... G .NAIL TO Jo1.Ta OVER TOP OF _—III III—III—III—III—III—III - DIMENSIONS NOT BROUGHT TO FOOTING _ THE ATTENTION OF THE �—I 1=1 '. '.' :...: 1=III-1=1 I I—III=L1 SIDING SIM IlEVAT10N DESIGNER. 2X4 KETWA7 III II LEI I=III=1 — — iv k f�0f sT.PLYM0. -- `� _— �bTTQ7 3.w IeLaARs,CO,T. _ '�' I I I I 1=1 I MI I 1=1 =1 I M I '.,^-•--�—,.• • I I= ali P.T.«LL I—I I—I I—III=11 I—III 111=1 I I III-1 I I =m GILL SEALER I� I III—III—III—I I I 1n CDx PLYw000 I—I . ` ` -`_ I—III—I I I _ _ _ ANCHOR BOLTS, O.- TI-u I—I 1=1I�-IT1=1 1-I i 1-11�-11�=1T1=11�=1 III-III III I I III I-I 11=1 11=1 11=1 11=1 I I III I I I=1 I I MIN.T•L ,L�,T FL�„�„I�B• .F,�,,,,,� 1=111=1I1 III—III—III III—I I—III—III—III—III =III=I I =III=III=III=III—)I I=III=III=III— I I=III= WSb41/4'ruTe wAeHeR °� NO. REVISION DATE 111=111=1 I=111=111=1 1=111 111=1 I I=111=111=1 d ® COPYRIGHT ' n 21-01 n '° NORTHSIDE HEREBY EXPRESSLY vQTcrtxN�"��Ii7T. N 31-011 M Fl PROVtOR THESE PLANS ARE NOT TO BE LL•TAMP N OUT FOR ° RESERVES ITS COMMON LAW I�_SL.O►E� COPYRIGHT. am or STONE • HUME NO REPRODUCED,CHANGED OR °4 COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST 2 L A L L Y COLUMN FOOTING DETAIL 2 A AROUND A L COW.MIN _ OBTAINING THE EXPRESS WRITTEN ALL Q'lNINfA PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. TYPICAL DUSTCAP AND FOOTING SCALE: 1Yz°= 1,-oD ►� 1 `° SCALE: 1 Y,"= 11-()II BUILDER: 110TE�F00T111G SHALL BEAR ON COIPACTED GRANAAR FILL OR NATURAL UNDISTURBED GRANULAR WL9 FREE OF CLAY,PFAT, 4 VEGETATIVE OR OW'*X C FATERIAL.HOEIFY DESI"N D'FIEdAT.,IF DIFFt3tEMfT CONDRION9 ARE BIrLMfTERm 3 FOUNDATION SHELF DETAIL SCALE: 1 y"= l I-011 DESIGNER: NORTHSIDE DESIGN ASSOCIATES IDISTINUIVE RESIDENTM D COMMERCM DESIGN 141 MAIN STREET•YARMOUTHRORT•MA 02675 1508I362-2210 I508I 362-9802 NORTHSIDEDESIGN.COM NORTHSIDE I @COMCAST.NET STRUCTURAL ENGINEER: FLOOR JOIST TAYLOR DESIGN LLC -mom VENT 2xB BOLTED STAMP: TO FLANGE 1eOLL VWT - SIDING SEE ELEVATION RIDGE BDMD ��WouBEbaeaP �Ior veer SIZES- PROJECT 1q Cox-PLYWOOD ® PROPOSED CROW 2"•u'O. sm FELT PAIm RESIDENCE R-Iq PIBERGLASB INSUL. aw COx P-ym= 88 TOWER HILL ROAD *APTBe VOLT BEAM SIZES VARY OSTERVILLE,MA. i MIL.POLY VAPOR 6ARRIBe WWBIE INSUL- M-Dp DAD TITLE: GARAGE DETAILS IN FIRZCASE RATSTL BM. IN FlRE RATED 5ecAI LCE RIDGE-ox N I BOTED swarTROOC SCALE:1/8"=r-0" TO FLANGE 012 a 4AeLe c1-11W - a1- a PROJECT#: SHEET GARAGE 14-39 D. 6 JOIST TO STL. SM_ CONNECTION DATE: OF SCALE 1-1nx - 11-0' 08/18/15 13 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL 2xb TOP RAIL, PITCHED MIS TOP RAIL, PITCHED BE 2x6 @ 16"O.C.UNLESS TO DRAIN TO DRAIN OTHERWISE NOTED. Y I12 NOTCHED TO hI2 NOTCHED TO RECEIVE SHINGLES PROP. R E C. R M. RECEIVE SHINGLES PROP. R E C. R M. 2.ALL INTERIOR WALLS SHALL I I I / BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 6 BLOCKING I I CARRY MEMBRANE TO GL ANDERSPA_PATIO_DOOR.IES 1'etotKlNG — CARRY MEMBRANE I 3.CONTRACTOR SHALL VERIFY 2x2 BALUSTERS — BOTTOM OF DOOR, 18' MODEL#FWGGOi6L W/ 2x2 BALUSTERS — UP ALL WINDOW ROUGH OPENINGS - UP WHERE NO DOOR CUSTOM GRILL PATTERN 24 EXT.WALL W.C.SHINGLESW.C.SHINGLES To__ PRIOR TO ORDERING WINDOWS. GLE9 TO I I MATCH EXISTING Ix4 DECKING MATCH EXISTING 64 DELICING 4.CONTRACTOR SHALL VERIFY i 2TS TOP RAIL, PITCH SL��, SLOPE Jh' WIDE PLANK PINE FLOORING 2x3 TOP RAIL, PITCH TO DRAIN TO DRAIN 9l.EEPERS, SLOPE�• WIDE PLANK PINE FLOORING ALL DIMENSIONS PRIOR TO PER FOOT r. PER FOOT PROP. CONSTRUCTION.CONTRACTOR ��.T hr2 NO T . ASSUMES RESPONSIBILITY FOR RECEIVE SHINGLES �I ADH qG MEMEl_RANE + PLYWOOD SI/BFIAOR RECEIVE SHINGLES E ROOFING MF1'BRANE 9i PLYWOOD SUBFLA�OR INSULATION TO FADE REC. R M. ANY MISSING OR INCORRECT I 2x4 KNEEWALL DIMENSIONS ATTENTION OF THE TO 2T4 KNEENALL YW= INSULATION TO CODE JQ PLYWOOD1--f'r-INSULATION TO CODE SCUPPER HOTS'T.J.1 FLOOR THEDESIGNER. SCUPPER JOISTS 1 Ii'D.C. W PLYWOOD SHEATHING B5HEATHING 4 i 1.6 FASCIA ALunlNun GUTTER 215_f DECK ALunlNlm GUTTER I I —a0 P.T.DECK 6E FASCIA ��OIST9 1 ICI'O.C. LxS FASCIA JOISTS'*Ib'oz. Ix SOFFIT W.gO�R 1.SOFFIT II-T6'r J.l.FLOOR II-T6'T J.I. FLAOI t 2xS P.T.LEDGER. 2xB P.T.LEDGER. CfinbO!MOULDING THRU BOLT TO RIM JOISTS•Ii'O.C. CROWN MOULDING THRU BOLT TO RIM JOISTS 1 I6'O.C. CROWN MOULDING (T P-) JasT. (�') JOIST. (T�) NO. REVISION DATE (s)I-q1x II->6' LVL METAL FRAMING �'TYPE hP FlRECODE (s)I-wx II-T6' LVL METAL FRAMING H ER, DROPPED G.W.B.GARAGE WALLS AND HEADER DROPPED HANGER G.W-:!�W TYPE EGARAGE WALLS E AND DROPPED CURVED ® COPYRIGHT CEILING CEILING PLYWOOD HEADER SHAPED NORTHSIDE HEREBY EXPRESSLY 1 TO ROOI'1• RESERVES ITS COMMON LAW (3)I-4i'xll-T6'LVL CO►IT. I-0' C'ONST�TION,�' COPYRIGHT. HEADER OVER GARAGE PLYWOOD(tI4'DIA-), 3-4' DOORS THICK x II-T6'NIGH.USE THESE PLANS ARE NOT TO BE 12'0 ROUND TAPERED WEST GLUE 4 STAGGER REPRODUCED.CHANGED OR COLUMN W/CAP AND JOINTS t 241 COPIED IN ANY FORM OR MANNER BASE PROP. WHATSOEVER WITHOUT FIRST STRUCTURAL WOOD OBTAINING THE EXPRESS WRITTEN BRACKET REF. PROP. GARAGE PROP. GARAGE 12'0 ROUND TAPERED COVERED PERMISSION AND CONSENT OF DETAIL A, P.D2 �w CAP AND PATIO NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORTHSIDE 7 .E BALCONY / BRACKET DETAIL (0)SCALE"ROOF DECK / COLUMN DETAIL 9 COVERED PATIO / COLUMN DETAIL DESIGN ASSOCIATES Y SCALE" I-Y2" — V-0" 1-Y2" = l'-Q" SCALE" 1-Y2" = 1'-0" DISTINC11W RESIDENTIAL&COMMERCIAL DESIGN 142 MAIN STREET'YARNI.PORT-MA.1111 1508I 962-M10 ISM)362.9902 NORTHSIDEDESIGN.COM NORTHSIDE 1ICOMCAST.NET 12 rSTRUCTURAL ENGINEER: 61� TAYLOR ROOF^ DESIGN LLC 2x6 EXTERIOR WALL E LVL HEADER STAMP: (i)9i DIA.THRU WASI BOLTS WITH wASHERs BOT14 SIDES.ALL THRU BOLTS TO BE GALVANIZED OR EPDXY COATED PROJECT: 'RSCESS a2' 2' PROPOSED J P.T.6xb Gj41 CROW ti jlllll'I — RESIDENCE 2)7G'DIA, u III;II;I REVEAL IX'EOL7s ® ® 88 TOWER OSTERVI HILL LE,MAAD REVEAL I � _= IIIIIIII AS TITLE: •S fixb BRACE{HOWNN FM ARSON - II'I;I;I GARAGE DETAILS III�I II P.T.GOB _ LVL POST I;II;IIIII;I 2-I II,I,I �I; SCALE:1/8"=1' I I li �I,l 0 1 2 4 8 BRACE III ;II;II;I :In PROJECT#: SHEET 14-39 D.2 ,�STRUC,TLIRAL WOOD ROOF BRACKET DATE: OF %" = 1'-0.. 08/18/15 13 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL • •• - BE 2x6 @ 16-O.C.UNLESS OTHERWISE NOTED. • 2.ALL INTERIOR WALLS SHALL BE 20 @ 16"O.C.UNLESS OTHERWISE NOTED. 8"x8" SQUARE COLUMN EXISTING EXTERIOR a.CONTRACTOR SHALL VERIFY PROVIDE CEMENT WALL ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. BOARD WHERE 4. CONCRETE IS AGAINST ALL SHALL VERIFY ALL DIMENSIONS PRIOR TO bxb P.T. POST, WOOD AS NEEDED ASSUMES RESPONSIBIUITYCFOR CONTINUOUS WWF IL6x6 6/6, ANY MISSING OR INCORRECT TOP 3 OF SLAB - DIMENSIONS NOT BROUGHT TO THE BRICK VENEER EXISTING PY,"q'xTY FL DESIGNER.TION OF THE JOISTS @ t18" O.G. RILL AND EPDXY TO WALKWAY /°— a EXISTING WALL. •,.�. . ,. #4 REBAR @ 12" O.G. LEDGE FOR BRICK NO. REVISION DATE ° C COPYRIGHT • ° NORTHSIDE HEREBY EXPRESSLY 2@ #5 REBAR5 CONT, RESERVES ITS COMMON LAW # AROUND ALL 1 GHT e" CONCRETE SLAB THESE PLANS ARE NOT TO BE OPENINGS EXISTING CONCRETE REPRODUCED,CHANGED OR BLOCK FNDN WALL COPIED IN ANY FORM OR MANNER 2@ #5 REBARS CONT. 6" COMPACTED FILL WHATSOEVER WITHOUT FIRST TOP AND BOTTOM OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. 2x4 KEYWAY a ly2" BUILDER: �• �% TT� 3@ #5 REBAR5 CONTINUOUS DESIGNER: NORTHSIDE DFSIGN ASSOCIATES 0" [DISTINCrNE Rf51DENTULL&COMMERCULL DESIGN 141 MAIN STREET'YARMOUTHPORT-MA 02675 (S081362-2210 (508)362-9802 NORTHSIDEDESIGN.COM NORTHSIDE 1000MCAST.NET 4 4 PROP PORTICO STOOP : FOOTING AND SLAB STRUCTURAL ENGINEER: TAYLOR SCALE" 1 -%21' = 1 '-011 DESIGN LLC STAMP: NOTEI FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS rPROJECT. ARE ENCOUNTERED PROPOSED CROW RESIDENCE 88 TOWER HILL ROAD OSTERVILLE,MA. TITLE: OPTIONAL HOUSE DETAILS SCALE:1/8"=T-0" 0 1 4 8 PROJECT#: SHEET ,439 D.3 DATE: OF 08/03/15 13 • _ GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6(d 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS •i 'r OTHERWISE NOTED. I I I I . •I DBL TOP PLATE ZxG 013E TOP PLATE 3.CONTRACTOR SHALL VERIFY i j I ALL WINDOW ROUGH OPENINGS I PRIOR TO ORDERING WINDOWS. I I SIMPSON SPi(20 GA,) -I-vN I 4.CONTRACTOR SHALL VERIFY I I - ALL DIMENSIONS PRIOR TO RAFTER 1 16' O.C. CONSTRUCTL ASSUMES RESPONSIBILITY FOR 2x STUDS• 16' O.C. ANY MISSING OR INCORRECT I DIMENSIONS NOT BROUGHT TO •I I I THE ATTENTION OF THE I ° I I i•I 2x STUDS 16' O.G. DESIGNER. °per° 142.5 6 EA. RAFTER HEADER •� I I . FULL MGT.STU BTM PLATE "DR UPLIFT STRAP .i i i I/2' CDX SHFATHI$. ,NAIL NTINUOUS HEADER TOP PLATE STUD >< j i MULTIPLE OPENINGS WINDOW BILL PLATE 5/8' ANCHOR BOLTS•36' O.C. Rin JOIST NO. REVISION DATE MIN. r w/3'x3'xll//4'' PLATE WASHER a � NAIL 8d Ct?E'MMONEXTEND HEADER LJOOR JOISTS NAILS•3 O. TO KING STUD ® COPYRIGHT NORTHSIDE HEREBY EXPRESSLY A O A ON ION 12 GA ANC110R8 TYP. SILL PLATERESERVES ITS COMMON LAW FTER T PL TE NE T TOP PLATE COPYRIGHT. SCALE,N.T.S. 2- W8' ANCHOR BOLTS TO BTM. OF HDR. THESE PLANS ARE NOT TO BE II w/3'x3' PLATE WASHERS 2 ROWS 16d NAILS I •e I .3' O.C. REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST II 1/2'CDX SHEATHING 'f I OPENING OBTAINING THE EXPRESS WRITTEN II SILL PLATE TO TOP PLATE FOUNDATI �I a PERMISSION AND CONSENT OF II SEE NAILING SCHEDULE I I. - I NORTHSIDE DESIGN ASSOCIATES. II 5/8• ANCHOR BOLTS 136' O.C. •. 8 �J cj Cj MIN. 7' EMBEDMENT BUILDER: SCALE.N.T.S. w/3'x3'xl/4' PLATE WASHER @a—,Ll— TO PLATE CONNECTION w/ SHEATHINGSCALE,N.T.S. 9CALE�N.TS. DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINaIJOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 141MAIN SRESIDENTIAL&CT.l=-IMA.1AL GN 1Al MAIN STREET•YARMOVTHRORT•MA 02675 COMMON NAILS BOX NAILS 15081962-2230 15081962-9802 NORTHSIDEDESIGN.COM ROOF FRAMING NORTHSIDEl®GOMCAST.NET BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED 2-16d 3-Ibd EACH END 7. STRUCTURAL ENGINEER: WALL FRAMING TAYLOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-Ibd 6-16d AT JOINTS o DESIGN LLC STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'O.C. HEADER TO HEADER(FACE NAILED) Iid Mid 24.O.C.ALONG EDGES o ��� ° STAMP: FLOOR FRAMING UldJOIST TO Ca11MON o BLOCKING TO.JOITOP ST(TOE"LEDPLATE OR GIRDER(TOE NAILED) 2-W 2 IOd EACH END bl PER JOIST BEAM t STRAP ILS b O.G. oo WTT 50N 6. BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 9- 4-16d EACH BLOCK LSTA 1 EA. RAFTER , LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-I6d 4-16d EACH JOIST - o JOIST ON LEDGER To BFAM(TOE NAILED) 9-Ed 3-I0d PER JOIST DISTANCE PROJECT: BAND JOIST TO JOIST(END NAILED) 3-I6d 4-Iid PER JOIST r.EOUIRED BAI4D JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-I6D 3-Iid PER FOOT PROPOSED ROOF SHEATHING iI CROW WOODSTRUC °TURAL PANELS LE RESIDENCE FT DGE BEAM 88 TOWER HILL ROAD RAERS OR TRUSSES SPACED UP TO IL'O.C. od IOd i'EDGV6'FIELD (RAFTERS OR TRUSSES SPACED OVER IL'O.C. 6d lod 4'EDC"S'FIELD STRAPS ARE NOiBLOSTERVILLE,MA. GAE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG8d Lod i•EDGE/i'FIELD WHEN COLLAR TIES OF GABLE ENDWALL RAKE OR RAKE TRUSS w/STRL/CTVRAL 8d IOd i'EDGE/i'FIELD NOMINAL Ixi OR 2,4 LUMBER OUTLOOKERS ARE LOCATED IN THE UPPER . GABLE ERDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Ed Lod 4'EDGE/4'FIELD THIRD OF THE ATTIC SPACE ANDATTACHED TO RAFTERS USING TITLE CEILING SHEATHING 6)IOd NAILS EACH END GYPSUM WALLBOARD 6d COOLERS _ ,�EDGE/IW FIELD TYPICAL EAO41 CORNER FRAMING TIE-DOWN WALL SHEATHING ��� DETAILS C lt�l_DGE BA D STRAP c GO STUD HOLD DOWN BfdlE�N.TS. I SCALE,N.T.S. roi( ALE:1/8"=1'-0" WOOD STRUCTURAL PANELS G'LDGE/12'FIELD STUDS SPACED UP TO 24'O.C. Od Lod •AND�'FIBERBOARD PANELS lb - 9•EDGE/61 FIELD 1 2 4 8 'G�WALLBOARD 5d COOLER.9 - 7'EDGFAO'FIELD FLOOR SHEATHING PROJECT#: SHEET WOOD STRUCTURAL PANELS 14-39 1'OR LESS 6d I� i'EDGFJI'FIELD D A GREATER THAN V 10d Mid i'mGFJb'FIELD DATE: OF 08/1 B/15 13 S it NOTES Cb m 0 1. EXISTING 2 BEDROOM DWELLING, TO sou h o REMAIN 2 BEDROOM. USE EXISTING 3 6 �St. Locus BEDROOM SEPTIC. o COLu K 2. VARIANCE APPROVED FOR SEPTIC TAN 0 5 est '�� o'`e 6.5' FROM GARAGE SLAB. SEE PLAN ? -., a 0 SHOWING: PROPOSED SEPTIC SYSTEM \ J N REPAIR IN BARNSTABLE DATED 2/7/2006 0 \ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND WP.SI bo \ a VERIFYING THE LOCATION OF ALL o a UNDERGROUND & OVERHEAD UTILITIES PRIOR Bay ` 0 TO COMMENCEMENT OF WORK. MAP 141 ww C PARCEL 24 w MAP 741 (#15 LINDEN LN.) PARCEL 30 (#98 TOWER HILL RD.) LOCUS MAP w SCALE 1 =2000 f SITE IS WITHIN FLOODZONE X W i x z - w � 150.6 p' � - ZONING SUMMARY MAP 741 o PARCEL 31 ZONING DISTRICT: RC DISTRICT 0.26 AC.+ AC GAS — — GEN. ❑ MTR. [� �,, MIN. LOT FRONTAGE 20 24.5' ❑ PROP. MIN. LOT WIDTH 100' w :PROP SECOND - o CAR _ MIN. FRONT SETBACK 20' �l FLOOR q GARAGE•(SLAB) OUTLINE, / MIN. SIDE SETBACK 10 �afltgy" ENO FPOI�ItY ,� t MIN. REAR SETBACK 10' o i Q EPCN MAX. BUILDING HEIGHT 30' z ED LO DECK= WALK �� a �� -'c PROP'PA 770 SITE IS LOCATED WITHIN RESOURCE PROTECTION OVERLAY DISTRICT PROP:- � w ENTRY \ �• SITE IS LOCATED WITHIN GROUNDWATER PORTICO --c � a R �' PROTECTION OVERLAY DISTRICT Li 4.1 - OWNER OF RECORD W E/ JOHN CROW o 88 TOWER HILL ROAD OSTERVILLE, MA 02655 REFERENCES R 55 Oa DEED BOOK 12532, PAGE 91 ASSESSORS MAP 141, PARCEL 31 E � MAP 147 PARCEL 32 (1176 TOWER HILL RD.) SITE PLAN OF Q� ROAD88 TOWER HILL w OSTERVILLE MA PREPARED FOR o r w4jJOHN CROW w DATE: AUG. 13, 2015 REV: NOVEMBER 28, 2016 (ADDN FOOTPRINT) , AAA,q ��H of MAss gc off 508-362—4541 �A OFs I fax 508-362-9880 880 o�S �y� DANIEL C downca e.com jS DANIELA. ��_ A P o OJA I CIVILL OJAL.A � :� down cope engh7eefing, /dC. CIV A No,40980 W13 ° Scale. 1"= 20' civil engineers FS �� 5��� n ;� w land surveyors 939 Main Street ( Rte 6A1) DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675 DC'E # 15-030 EXT TOP 1y2" TYP DEMO (E)WALLPLATE lY„ STEEL ►I.. STEEL OR LVL AS REQ. i BEYOND 4"T&G FLOOR SHEATHING s"0 ANCHOR BOLTS w/2"0 (8 Ga TYPICAL CL STEEL POST 2x STUD FLOOR JOI T WASHERS @48"oc, 6" FROM ENDS TYP /j U.N.O. ,-{iN _.. ._ .._ .._.._.__.. ___ __ __ __ __ ___ 1Y" 1 '> TYP i N _ ....... ...__ ........ __.. _. AL CL STEEL POST _._._ _ = TYPIC , 1/2" THICK PLATE 4IOIST MAX DBL SILL PLATE � EXTERIOR PLYWOOD i f AX BOTTOM PT / THICK PRE-MOULDED JOIN FILLER &SEALANTBEAMz — - BEAM GAGE IL PLATE, I DBL SILL LA E z BOTTOM PLATE TO BE P.T. Ci = " " 1 1/4 3 16" POST CAP Strategic Perspective, 8 x8 xZ g _...... `. FIN. GRADE W/2-5/8"0 BOLTS I I Til (E) SILL PLATE 12 LAP «� TOP OF SLAB I (4) %"O HOLES FOR cAP PLATE AT F Exceptional Results EL.o oWOOD BEAM 1/4 (4) %"0 A325 BOLTS ADDRESS: " GARAGE USE 58"� A307 LAG BOLTS I CAP PLATE AT s4 CANAL STREET SLAB ELEV. I_._._._I I AT LVL CONNECTION I; EDGE of STEEL BEAM u. @ 8 I I . .tt „ 2ND FLOOR ro #4 DOWELS. _ I I. .. CONCRETE 2%" ~ .<�. 3 #4 DOWELS 18"oc „ I , I BOSTON, MA 02114 @12 oc „� L=24 INTERIOR I I EXTERIOR SOLID (4) / O HOLES FOR (4) T 617 548-1407 4 o I GRgUT'.... Y„ .R .. %"0 HILTI KWIK BOLT 3 TOM GALLIGAN, PE I A, a 4" ECONIC. 2 14 : . C9 ,. �. M• IN. EMBED INTO- d :._. _ .. _ _.. ....._ ._ �a , CL STEEL POST .. #5 HORIZ. CONT. �n " (4) %"� HOLES FOR Q ° m TOP & BOTTOM _ n , -N lY lY lY (4) %"0 F1554 L �. z & MID WALL,TYPICAL �' HILTI HY-150 ADHESIVE 1 2" PLATE ANCHOR BOLTS - TYPICAL SHEAR KEY • Q 10" FOUNDATION 1/4 3" WALL - u ELEVA TION TION #4 DOWELS n — — " CL OF STEEL POST W SEE PLAN T TYP. 2%z 3 /z 01 _.. ; (3)#5 CONT._ FOR SIZE 1/4 • - • 1/2" THICK PLATE ( � I 4-5/8"0 THREADED ROD N BASE PLATE AT BASE PLATE AT SEE PLAN 8"x3/4"x1'-2" PL PLATE A EXTERIOR FOUNDATION WALL PIER/INT. WALL �. N I- F- W SECTION C4 SECTION C3 SECTION CZ SECTION C1 N 3/4"= 1._0.. 1._1.-0.. 1._1.-0.. 1._1._0.. V 3'-8 1/8" 8'-2" 8'-2" 8'-1 3/4" 4' S{{ Q 10" SONO TUBE N W/2'DIA BIG FOOT Q G G (0 (t CP TYP (SEE DIET A4/S100) A4 Q ;' W 2411 #4 DOWELS @18"oc \ '- 11+ p J 33'-11"± S100 J 3 5 _ 25 0 C, V 18"� 0 SEE PLAN M 10" 3'-6" 5t-611 > J TOP OF SLAB W W J N I FIN. GRADE_.._ SEE PLAN Ln I N ' I �_._. , O — W 3 COLUMN s Z o m I I I B3 POCKET C3 1'-4" `� W Z = SEE DETAIL 3'-o"x3'-0"x12"D S100 Q�Q a � S100 C2 S100 Q o z / FOOTING W/ w I r, (4)#5's E.W. BOT 10"WIDE C3 c N TIE INTO(E) FOUNDATION FOUNDATION S100 - 0 N a. _ J Q I .1 WALL SEE DETAIL B3 WALL W/2-#4'S W J - . _ - C4/S100 TOP, MID & SOT. ; � S100 00.0 TYP U.N.O. ' 0 #5 HORIZ. CONT. O LU TOP & BOTTOM m & MID WALL,TYPICAL 1 J Z B3 12" X12"TIE BEAM W —� W/(4)#5'S CONT, . . W 0 2'-0"WIDE BY_ S100 2 BOT,2TOP 5"SLAB ON GRADE 2 LL SHEAR KEY 2x4- • 12 DEEP CONT. T.O.BEAM EL=-1-0 O Z 1 REINF.W/6'x6 -VV2.9xVV2.9 W.W.F. ON VAPOR BARRIER FOOTING W/ _W BELOW GRADE _ 00 J O Q STEGO WRAP 3-#5's CONT � g (BY STEGO INDUSTRIES) BOT.TYP '` "' V 00 V _I LL. �, +i �,. � a ON 6 CRUSHED STONE d, " 4. w T.O. SLAB VARIES, 3'-6" -0' ' (3)#5 CONT. `" SLOPE TO OPEN GARAGE — -• DOORS SEE PLAN <) 71" 10 C3 �. SECTION B� TIE INTO (E) FOUNDATION m T.O.PIER WALL SEE DETAIL oo EL=-1'-O" REV DATE DESCRIPTION 3'x3'x12"D C4/5100 jt�C3 FOOTING W/ y�� DRAWING ISSUE: PERMIT S1o0 (4)#5's E.W. BOT C.��� - �o ISSUE DATE: 12.05.16 i C3 B3 �o�,° B3 S100 s10o ��`�\GP�o�°�� S100 SEAL: cr (10 OF TROMPS GALLIGAN MONO COLUMN �._, CIVIL 2'-6" 9'-0" POCKET 2'-0" 9'-0" 2'-6" F.G. o -o No 1�0 ` ... ...... 25'-0" 4'-2" 7'-0 1/2�� °TF �c sT ER ! f , d �.. FOUNDATION PLAN SCALE: 1/4" =1'-0" PROJECT NUMBER:R1 6-XXX o EXISTING FOUNDATION ,���. DRAWN BY: TVG d NOTES: S�� q �"� CHECKED BY: TVG 1. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 4'-0" (BELOW ADJACENT GRADE. Q o �'/0 2. BOTTOM OF ALL INTERIOR FOOTINGS SHALL BE 18' BELOW GRADE. SHEET TITLE: 3 SPREAD CONTINUOUS FOOTINGS SHALL BE 24" WIDE BY 12" DEEP WITH 3-#5 CONT BOT(3"ABOVE FOUNDATION �lo� PLAN I H r H T '. 4. FOUNDATION WALLS SHALL BE 10" WIDE WITH#5 CONT TOP& BOT AND DETAILS AILS �a b . w° .� , 5. ALL SILL PLATES SHALL BE (2) 2x PT LUMBER W/5/8"0 ANCHOR BOLTS 48"o.c., 6" FROM ENDS U.N.O. 2'-0'" 6. ANCHOR BOLT SPACING FOR SHEAR WALLS SHALL BE IN ACCORDANCE WITH SHEAR WALL SCHEDULE. 7. SEE TYPICAL FOUNDATION DETAILS ON DRAWING S002 SHEET NUMBER: _0 -- 8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECT PRIOR TO POURING FOUNDATION. SECTION A4S100