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Home My WebLink About0204 LONG BEACH ROAD ° .e ° a a v Town of Barnstable Building Past This Gard SoThat�t.�s Uis�blesFrom theStr;:eet;-A ;rovedPlan's Must be Retamedon Job and this CardaMustabe Ke t PostedUntilFinal�Inspection HasuBeen Made £d� e� W'herea Certificate of Occu anc, is�Re, uired,"suchBuildm shalt Not,be Occu` ied until azF�natans ection hasbeen.made� = Permit Permit No. B-18-183 Applicant Name: BAYSIDE_BUILDING INC Approvals Date Issued: 02/26/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 08/26/2018 Foundation SI I J e�01 Location: 204 LONG BEACH ROAD,CENTERVILLE Map/Lot: 205-605 Zoning District: CBDLBSB Sheathing:77 � Owner on Record: PACKARD, DANIEL M A�> Contractor Name BAYSIDE BUILDING INC Framing: 1 Contractor cerise113786 Address: 2 OTTER COURT u 2 RAYMOND,NH 03077 ( $" Est Protect Cost: $450,000.00 Chimney:: Description: To lift home out of the floodzone, pour new four n anon and set Permit Fee: _ $2,370.00 g Insulation: �' J back home inteior demo, new siding, and windows O I E F-a f; eil �� 'Fee Paid $2,370.00 Project Review Req: K f x c 2/26/2018 Final: q= 2 �1n ,% Plumbing/Gas U x� Rough Plumbing: � �._.. _...to- Building Official Final Plumbing: x � Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized' y this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved appl at ion,,a construction documents for which this permit has been granted. �z Final Gas: All construction,alterations and changes of use of any building and structures shallbe in compliance with the local zoning by Iaws�and codes. This permit shall be displayed in a location clearly visible from access street orb oad and shall be maintained open for p�ulilicinspectioh for the entire duration of the . work until the completion of the same. Electrical , r s Service: . The Certificate of Occupancy will not be issued until all applicable signatures byxne Build1Rg and Fire Offic�alsgare provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: "' ' ,: Rough: a 1.Foundation or Footing •- , 2.Sheathing Inspection Final:,. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed - 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final; - 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final. Work shall not proceed until the Inspector has approved the various stages of construction. . "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 i , tHE T — �. ti � Application Num ..b ......).... ...................................... * BARNSTA M 3 U IL t Fee.......................................Other Fee........................ 03ig. .� DEPT a FD M�► A JAOrfr18 aid............................................................... ...... '+ TOWN OF BARNSTABLE o N p, 141�kbTWO 9 ff y ...............on.. .. ........ BUILDING PERMIT L APPLICATION ...... Section 1 — Owners Information and Project Location Project Address �_0 L4 r cG�_ Village CeY-v-1/t te- Owners Name. • Owners Legal Address Jj zOa.EQ- I City. codef V IQ State myl Zip 02fs3 Z z- Owners Cell# (DO ) )l� - 57U I E-mail a ✓2 • owl Section 2—Structural Use f Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet �', ❑ Commercial Structure under 35,000 cubic feet I Section 3-Type of Permit 14.w" New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use Demo/(entire structure) ElFinish Basement ElFamily/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System Addition ❑ Retaining wall ❑ Solar Renovation ❑ Pool ❑ Insulation Other-Specify -Section 4—Detail ,ct� x Cost of Proposed Construction 4 0 000 Square Footage of Project �ZZ Age of Structure 710 _ Dig Safe Number #Of Bedrooms Existing iq Total# Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design Last updated: 11/7/2017 Section 5 - Work Description 1 otaw�I / o JJ Section 6—Project Specifics Wiring ❑ Oil Tank Storage Smoke Detectors Plumbing [0 Gas ❑ Fire Suppression ® Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ® Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District [] Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: L LV,- 11 I am using a crane ❑ Yes No Section 7—Flood Zone Flood Zone Designation A F Within or adjacent to a wetland,coastal bank? Yes No ❑ Section 8—Zoning Information Zoning District C -�`Jf� Proposed Use )In Lot Area Sq. Ft. Total Frontage�i Percentage of Lot Coverage k of Dwelling Units (on site) Setbacks Front Yard Required ZD Proposed D, Z64 Rear Yard Required 157' Proposed 14, (. Side Yard Required �� Proposed 22. Has this property had relief from the Zoning Board in the past? 1Z Yes ❑ - No Last updated: 11/7/2017 I , The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): &41Lbdt, 1&-L�L&" Address: 'P 0- &Yc `Z Y, Cto,�t llA_ City/State/Zip: 62-ta32. Phone#: $-Ot '171 -1040 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. [ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' [No workers'comp. insurance comp. insurance. # 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.❑ Other employees. [No workers' comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: AC MAt A- 1 Y1051 Policy#or Self-ins.Lic.#: �j fQ OIQZS Expiration Date: 1 (!( 9 Job Site Address: las Lffln4N City/State/Zip: G,4crvt11[Q; L444 C443Z. Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cer ify under the pains and penalties of perjury that the information provided above is true and correct. Signafore: i Date: 11 1 Phone#: 'TD�S�"Z?1�-l Official use only. Do not write in this area,to be completed by city or town official City or Town: £ ' Permit/License# Issuing Authority(circle one): 1. Board of Health. 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: - Phone#: 1 :Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance;construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be.an employer." MGL chapter 152,§25C(6)also states that`-`every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the 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. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department,has provided'a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number.'In addition,an applicant that must submit multiple permit/license applications 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 (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to 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: - The Commonwealth.of Massachusetts, - Department of Industrial.Accidents Office of Investigations 600 Washington.Street Boston,MA 0211.1 Tel. ## 617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia Epic 30256 P S236 `4270 01-25-2017 A 09 a 47ot MASSACHUSETTS STATE EXCISE TAX BAR NSTABLE COUNTY REGISTRY OF DEEDS Date: 01-25-2017 B 0?:47am MOW; 171 Doct: 4270 Fee: $27103.30 Cons: $6JS:o0it:01y ' BARNSTABLE COUNTY EXCISE TA BARNSTABLE COUNTY REGISTRY & DEEDS Date: 01-25-2017 & 09:47am Ctlt: 171 Doct: 4270 ee: $1P881.90 Cons: $615t000,OO QUITCLAIM DEE� � I, ARTHUR B. SANSOM III, individually, a married person, of 1050 Erie Cliff Drive, Lakewood,Ohio 44107 For full consideration paid of Six Hundred Fifteen Thousand and 00/100 ($615,000.00)Dollars grant to DANIEL M. PACKARD of 75 Atlantic Avenue,North Hampton,New Hampshire 03862 with quitclaim covenants, the land together with the buildings-and improvements thereon in Barnstable (Centerville), Barnstable County,Massachusetts, shown on Exhibit A attached hereto. Said premises are conveyed subject to and together with the benefit of all rights, reservations, easements and restrictions of record, insofar as they are in force and applicable. The grantor hereby releases,any and all rights of homestead in the above described property and further certifies that my spouse Brooke B. Sansom has never occupied the property as her primary, residence and she has no rights of homestead and I have no former spouse, partner or former partner in a civil union who can claim the benefit of a homestead by court order or otherwise in said property. For title, see Deed recorded in Book 55567,Page 48. Property Address: 204 Long Beach Road, Centerville, Massachusetts 02632. 3 , ka ` Bk 30256 Pg237 #4270 o { s I ' i EXECUTED as a sealed instrument under the pains and penaltiesil of perjury this day of January,2017, AR HUR B. ANSOM III STATE OF OHIO COUNTY OF CUYAHOGA d. On this 19' day of January, 2017 before me, the undersigned notary public, personally appeared ARTHUR B. SANSOM III proved to me through satisfactory evidence of identification which was ORto D►Livisa. Li e—&YtE to be the persons whose name is signed to the preceding or attached document and acknowledged to me that he'signed it voluntarily under the pains and penalties of perjury for its stated purpose. lxs�i •p��1l/2co's MATTHEW G VAN WORMER Notary Public,State of Ohio Notary Public My Comm.Expires 1012512021 My Commission Expires: 14-aS-Ao, . i Bk 30256 Pg238 #4270 EXHIBIT A' The land together with the buildings and improvements thereon in the Village of. Centerville in the Southerly part of the Town of Barnstable, Barnstable County, Massachusetts,on Long Beach,'so-called, bounded and described as follows: BEGINNING at the Southwest corner of the granted premises at the Town Road by land of D'Arcy; thence NORTH 7 degrees 00' EAST by land of said D'Arcy, ten (10 feet, more or less, to an iron bolt; thence same course, ninety-six (96) feet by land of said D'Arcy to a stake at the Northwest corner of the granted premises; thence NORTH 87 degrees 00' EAST eight-nine (89) feet by other land of Elizabeth G. Armistead to a twelve (12) foot right-of-way; thence SOUTHERLY and SOUTHWESTERLY by said twelve (12) foot right-of-way one hundred eight and 81/100 (108.81) feet to the Town Road; thence WESTERLY by the Northerly side of the Town Road, sixty-four (64) feet to the first named bound and the point of beginning. Together with a right-of-way twelve (12) feet in width from the above-described premises to the river, and from the above-described premises to the Town Road. Also, together with a right-of-way from the Town Road to the waters of Nantucket Sound over land now or formerly of DeCamp situated on the Southerly side of said Town Road. ` EXCEPTING from the above-described premises a taking for road purposes dated April . 2, 1931,recorded with the Barnstable County Registry of Deeds in Book 480,Page 332. ALSO. a certain tract of land, together with the buildings thereon, situated on Long Beach as aforesaid,bounded and described as follows: BEGINNING at a stake at the Southwest corner of the premises and land of one D'Arcy; thence NORTH 7 degrees 00' EAST ninety (90) feet by land of said D'Arcy to an iron bolt at an angle; thence NORTH 5 degrees 15' WEST five (5) feet by land of said D'Arcy to a stake at.the Northwest corner of the premises; thence NORTH 84 degrees 45' EAST forty-nine and 50/100 (49.50) feet by land formerly of DeCamp to a stake in Westerly side of a twelve (12) foot right-of-way; thence SOUTHERLY and SOUTHEASTERLY by said twelve (12) foot right of way one hundred eighteen and 27/100 (118.27)feet to stake at the Southeast corner of the premises;thence SOUTH 87 degrees 00' West eighty-nine(89)feet by other land of Elizabeth G.Armistead to a stake, it being the first mentioned bound and place of beginning;containing 6780.square feet. Together with a right-of-way twelve (12) feet in width from the above-described premises to the river, and from the above-described premises to the Town Road. Also, together with a right-of-way from the Town Road to the waters of Nantucket Sound over land now or formerly of DeCamp situated on the Southerly side of said Town Road. Subject to building line.restrictions as set forth in an instrument dated March 31, 1939, recorded with Barnstable Deeds in Book 550,Page 303. BARNSTABLE REGISTRY OF DEEDS aas� --��nx - John F. Meader ReglS l A TRUE COREGISTRYPY,ATTEEST JOHN F.MEADE,REGISTER Taylor Design, LLC E: taylordesignl@yahoo.com January 9, 2018 Mr. James Bowes Bayside Building Co., Inc. . 1645 Falmouth Road Centerville, MA 02632-2932 RE: Packard Residence 204 Long Beach Road Centerville, MA Dear Mr. Bowes, I have reviewed the existing framing and the required new framing for the renovated residence. The four joists comprised of 2"x8"'s have endured flooding for many years. The sidewalls are in poor condition with both wet rot and mold. The framing is not suitable for inclusion in the renovated structure. Some existing members may be selectively used to patch other areas of the residence. The existing family room, located on the garage end of the house, is in very poor condition. The walls, floor, and roof are in poor condition with both wet rot and mold. The entire existing family room framing will provide no structural benefit and should be removed. We will be available if other.areas need to be inspected during construction. Nvt OF Sincerely _ _,_....._.._ TIAYLGA- R. Grego or, P. E cc: Gordon Clark Northside Design Assoc. �J t U.S. DEPARTMENT OF HOMELAND SECURITY B No. 1660 0008 Federal Emergency Management Agency c ,r e: November 30,2018 National Flood Insurance Program ELEVATIION the�CrEtRTIFIions gCATE es MgY15 2019 Important: FolCopy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insuraTc�eIp/ rQFo9A d(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURAN MPANY USE Al. Building Owner's Name Policy Number: Daniel Packard A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 204 Long Beach Road City State ZIP Code f Centerville Massachusetts 02632 i A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Map 205 Parcel 5 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential i A5. Latitude/Longitude: Lat. 41°38'11.62" Long. 70°20'58.87" Horizontal Datum: ❑ NAD 1927 ❑X NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. Y A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,034 sq ft i i b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 6 J c) Total net area of flood openings in A8.b 1,200 'sq in I d) Engineered flood openings? ❑x Yes ❑ No i A9. For a building with an attached garage: 1 a) Square footage of attached garage 552 sq ft E b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 4 i c) Total net area of flood openings in A9.b 800 sq in d) Engineered flood openings? ❑X Yes ❑ No i SECTION B—FLOOD INSURANCE RATE MAP (FIRM)INFORMATION i B1. NFIP Community Name&Community Number B2.County Name B3. State Barnstable 250001 Barnstable Massachusetts f B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base E Revised Date Flood Depth) 25001 CO563J J 07/16/2014 07/16/2014 AE EL 12 t B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: I B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑X NAVD 1988 ❑ Other/Source: i B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or otherwise Protected Area(OPA)? ❑ Yes ❑X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 {� f i OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 204 Long Beach Road City State ZIP Code Company NAIC Number Centerville Massachusetts 02632 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ❑X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized: RTK GPS PER MTS NETWORK Vertical Datum:NAVD 88. Indicate elevation datum used for the elevations in items a)through h)below. - ❑ NGVD 1929 ❑x NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 4. 8 N feet ❑ meters b) Top of the next higher floor 13 4 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NSA. ❑x feet ❑meters d) Attached garage(top of slab) 4.8 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 12. 7 ❑R feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 4.7 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 11 1 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 3.8 ❑x feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑X Yes ❑No ❑Check here if attachments. Certifier's Name License Number Daniel A.Ojala 40980 . OFM,4Ass. Title q� Prof.Civil Engineer, Prof.Land Surveyor �so� DANIEL ?ems Company Name PI A. Down Cape Engineering Inc. 'here Address Fs SA 939 Main Street 9No.suk\J City State ZIP Code. Yarmouthport Massachusetts 02675 Signature' .` ;.. Date Telephone — l�.:�L•�;G). (508)362-4541 Copy all pages of this Elevation Certificate and an attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments.(including type of equipment and location,per C2(e),if applicable) Vertical datum is NAVD88 from MTS RTK GPS.Garage and basement are one connected space with 10 total flood vents.Lowest elevation of utilities is air conditioning unit located outside at elevation 12.7 all other.utilities are located at or above the first floor elevation of 13.4 - previous editions. Form Page 2 of 6 FEMA Form 086'0 33(7/15) Replaces all pre i u e tans. 9 a OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 204 Long Beach Road City State ZIP Code Company NAIC Number i Centerville Massachusetts 02632 i i SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) I For Zones AO and A(without BFE),complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, i complete Sections A,B,and C. For Items El-E4,use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawispace,or enclosure) is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in i the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. I I E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment j servicing the building is ❑feet meters above or❑ ❑ ❑below the HAG. 1 E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's i floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. i 3 SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION j The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name I Address City State ZIP Code ? a i Signature Date Telephone 1 i Comments j . j i i 1 I } i I t I `s i I II i i i ❑Check here if attachments. i FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 204 Long Beach Road City State ZIP Code Company NAIC Number Centerville Massachusetts 02632 SECTION G—COMMUNITY INFORMATION(OPTIONAL) i The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate.Complete the applicable item(s)and sign below. Check the measurement j used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. The following information Items G4—G10 is provided for community flood lain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued r I G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement 1 G8. Elevation of as-built lowest floor(including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum i G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title I Community Name Telephone. j i t Signature Date 3 I Comments(including type of equipment and location,per C2(e), if applicable) i S 7 II S , F II i t ❑ Check here if attachments. FEMA Form 086 0-33(7/15) Replaces all previous editions. Form Page 4 of 6 i BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date:November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: 204 Long Beach Road City State ZIP Code Company NAIC Number Centerville Massachusetts 02632 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and"Rear View';and, if required,'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. lips I'm 0 • ixy I �� ____r _ d yr•p,g z } _ k Y Sh l Photo One Photo One Caption Front View FIN Photo Two Photo Two Caption Rear View FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 j • • ••1 111' ` • ' • • • •• • �. •• • 1 1 IMPORTANT: In these spaces,copy the corresponding information from Section A. • MIN IM •• • • 1• 11 • • i •• • • • '• • C• • Policy Number: •• Company NAIC Number - 1 • i r ", ` r--�`- '�.-.-" F,, „ �'a,c, r.,:,�'^.±• 1. lAl ,.�. .-rr vR�' 's"W- '>•!.'3� 3+''as�t_"". '�„� "'-..^-^r J •: ,, to i a. r=r 7 "� -r� 'r'. ♦ 3.''r�y,y%+ '1"..`- *btr`�11 l 7r _ f,.,�r.��3r�.. �'°--bt? �S�'�S�k�.�cr.ffi f �z��.1�i► ��yi1J � _ �r°�` "rfxr��£' �j`•�� JQ rf-Jw9, fib Z,$��I-��.tlik t; ttr» we .• • • - /�/ r �u ` ...�'+�19 +„ � i �v t r Z)T'{7 .r:.s.� �'+• )�ij� r i �32;, . '�„y `�;i� r��r:•.. l TJ r tt ��• ri r' t � 1 t sty r r ryr�ta y<ji 1�sCf*`�`'V�f PSx f{at kt� �. � `� r ? r��' ✓ �>•,.��f T�.ti��v e� r >u,. . ��J 0 9^c fti 1t 'C t �� a]-dl.�'r��t '�P.y'$,�~`'tr ^�'S.rc ,y Pt �y}\•k vc } : n P'c t {\ { JA t ,�•E} rx ✓$ 'N7q yr'`�`J i eta<r� J c� tqr -t tt k"JV rr bY.yF }$YY N l iWiy� l} 4,,c6 n�fjSt•r �ppJJrrp rat,1Oil,j }; h dtKI :e- nA�li7 Y'R,y'•4�,r.xa�fi� �1•t?�'tYS"��- `. ■5 r K �/At t i,�•1,YU, 'fie., '• i r.+ rr��r r e:. a -• . -. ..- . . . r � I . � . . . � � � . . . � I .I ,:�I I� , ,.��I I !�',�-.�:: ,:.,,, .',,�� I . I .I,�' I ,: . I� ' a x11� �. , , b Y, y 1.d : E: taarcc stgzil tia}rc�o em r _, ix« - . .: x A .. ..x M �: January R,10 � y ,n . .r ... .. .:::p ,�� 9e n R :.: m .. ... �. _ -e. i 4 r,, t Y m lr..;,an3 ,Bt � eS i3. sid. Building:Ca, Tnc: '16 l?al�ntr�ttl Fond . - `lZ i P'Aard RResiucuce h 4 I;cr% 'Beacti ROd 1. Centervi`ileIl A bear Mr.'BdNvesx ,, E .. : , :. F r I liar e revit ved the ekxstpna framing and the required nc�� fiamine for the renovat6d csidcnce. "' l he four Joists caz I of, 'X8' s have endured floadtng for�nanv y�e. rs=; .1II sidcNvalls are nwor condilic�n with tioth:�vet.r t and mold The;fnrm�ng is'nat suitable : for irsclusi611 in the rebated structure. Sorge e?��sh mezxibers'ma i be,selectively used to,patch other-areas o the residence: ,. .. x .v Y::i L . ... ,.. .. F Thee istin_g arnily rotirns lacaten an the garage en ofthe`hc use is'in very„poor conditon. 11c wall , i�otr;and,rcot are=in poor condition with both cvet`rnt and mold `i'he ez ttrl.existing family vim fr tmin��tll pxavtde.no strucit�rr�1 bertetI and should be rerttuvzt I . .. , ;, � e ull' available tfother areas rieeci to bz irrspectel during constfuctron, s ,,((//// sincerely ff kt . h :. c, f4 � R Gregg or, P s` " _. cc Gordon Clary 5 tm . .. /. 'g1 ;gg;am�}}�F[� ..}� �+ p�f��1./v. F rtltstde 1J�si .n 1�". K K �;'�; R:: F _ 'f ... II lI .. . �t i. , q r 1A Y. ! pa M :: a 'i r i t 1' S t t(- x Y 1. .;.k �.. Y = r GL Policy WC Policy Effective GL Policy Effective WC Policy Sub Contractor Date Expiration Date Expiration All Cape Garage Door 508-398-2757 09/01/16 09/01/17 09/01/16 09/01/17 Baxter Nye Engineering&Surveying 508-771-7622 09/01/16 09/01/17 09/01/16 09/01/17 Campbell,William 508-790-3517 08/01/16 08/01/17 08/01/16 08/01/17 Cape Cod Marble&Granite 508-771-2900 10/01/16 10/01/17 10/01/16 10/01/17 Cape Concrete Forms 508-922-1910 12/01/16 12/01/17 12/01/16 12/01/17 Carpet Barn Inc 508-548-1443 02/01/17 02/01/18 02/01/17 02/01/18 Bayside Electric 508-771-7170 09/01/16 09/01/17 09/01/16 09/01/17 Whiteleys Heating&Plumbing 508-945-1100 09/01/16 09/01/17 09/01/16 09/01/17 Coy's Brook, Inc 508-394-8442 08/01/16 08/01/17 08/01/16 08/01/17 Davids Building&Remodel 508-428-3214 03/01/16 03/01/18 03/01/16 03/01/18 Hill Construction 508-888-8154 09/01/16 09/01/17 09/01/16 09/01/17 Jeffrey Lauder 508-221-1046 04/01/17 04/01/18 04/01/17 04/01/18 Kitchen Appliance Mart 508-771-2221 03/01/17 03/01/18 03/01/17 03/01/18 MAP Insulation 508-888-3599 12/01/16 12/01/17 12/01/16 12/01/17 Northern Sealcoating 508-398-9474 11/01/16 11/01/17 11/01/16 11/01/17 Pastore Excavation Inc. 08/01/16 08/01/17 08/01/16 08/01/17 Wood Floor Specialists 508-888-3958 09/01/16 09/01/17 09/01/16 09/01/17 Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-005645 A. Construction Supervisor t BRIAN T DACEY � a PO BOX95 ... CENTERVILLE MA '2632 Expiration: Commissioner 04/19I2018 Construction Supervisor 1 Restricted to: �. Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: VV M.MASS.GOVIDPS i t Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner BARNSTABLE 200.Main Street, Hyannis,MA 02601 �ku "* 1630,2034 .www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 March 23, 2018 Mr, James Bowes Bayside Building, INC PO Box 95/3 Bayberry Sq. Centerville,MA 02632 Mr. Bowes, It was a pleasure speaking with you today: As we discussed,I am in receipt of a notice from your engineer R, Gregory Taylor,PE. In his letter Mr.Taylor declared that the left wing of the house located at 204 Long Beach Road is in hazardous condition,that the walls and floors were in a severely deteriorated condition to such a degree that the left wing was in danger of collapse,and that it could not withstand being raised. The structure is the subject of building permit number B-18-183 which was issued to: Raise the house out of the flood zone to accommodate flood zone requirements, pour new foundation, set the home on the new foundation,replace windows,.roofing and siding and complete an interior demolition, I inspected the conditions of the subject property on Thursday.March 22,2018 at around 4:15pm and confirmed the engineer's findings that the structure was in an unsafe condition and a danger to public safety. Therefore, I have determined under M.G.L. 143 c. §§ 6 through 12 and 780 CMR,the Massachusetts State Building Code,that the portion of the building as described is in fact unsafe and must be removed or made safe immediately. I am required to post the structure as such and notify the property owner of this order. If aggrieved by this notice and order;.to show cause as to.why you should not required abate the violation in this notice,you may file a Notice of Appeal (specifying the grounds thereof)with the State Building Code Appeals Board within(45) days of the receipt of this order and in accordance with MGL c. 143 § 100. If you have any questions please feel free to contact me. SA Ordered, ' d - f Brian Flore ce Building C mmissioner 9t 81(lt �19�1.S�b'�9 �0 �i�►�1 Taylor Design, LLC E. TaylorDesipl@yaboo.com March 2.1. 2018 Mr. James Bowes Bayside Building Co., Inc. 1645 Falmouth Road Centerville, MA 02632-2932 RE: Packard Residence 204 Long Beach Road Centerville, MA Dear Mr. Bowes. I have reviewed the subject residence. The left wing of the house is in hazardous condition. The floor framing is breaking away from the chimney. The exterior walls are poorly framed and could collapse if the building is lifted for positioning above the flood elevation. The left wing of the building cannot be raised safely. This portion of the house must be refrained to ensure the safety of the owner. Please request that the Barnstable Building Department approve the needed modifications to the Building Permit to complete this work. Since TA1'tJll �JCTl/ML R. Grego _rlor cc: Gordon Clark Northside Design Assoc. a��d15 1 1 K a, x �` ~ .�--� _. ��. � � � -� . � - r .o -- - '. -�L _ - S.L _ , '?' "--�� _�•'`_- _ - ��j,"- r7 I (� 1 a�z, �.r, � rah ,� '� � ��., '� ! ,� �r� � � t �` - �t'� ... ^/ 5 .. r v�� i v r I _ ... i:. ,. _. -� � .. r i t -- :�- ^'• �--,. e` { • _ --mac•:�; - � ;1L1�, � ,�,�,�. `„_ .. _ r - � .� :; � _ T,_ �:: _ _ - _ -. - _ • _ - _ - - Y,jr n� <'�.... - _ _ - - - � _ s )Oq LonIG B'CAcH i ' 1OPERTY.ADDRESS I ZONING I DISTRICT CODE SP-DISTS.I DATE PRINTED I CSTATE LASS I PCS I NBHD KEY No. 0204 LONG BEACH ROAD lu RD 30G' IOCO 07/09/95 1041 JD 4oAD n^20.5 005. 1231O. LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS T,/ UNIT ' 64 ADJ'D.UNIT La'd By/oale sae omen�on P ACRES/UNITS VALUE oescdpuon J A N S O M i A R T H U R B III MAP- -LOC./YR.SPEC.QASS ADJ. COND. PRICE PRICE Sj L A V D 1 54,300 CD. FF"De m/Aues ECARDS IN ACCOUNT 10 18LDG.SIT 1 x .33 =10 E=135 203 59999_9' 164459.98 .33 54300 #8LDG(S)-LARD-i 1 106,900 0l OF Cl #PL 204 LONG BEACH RD ICOST 161ZUU, BATHS 4.0 U x B= 100 17600.0C ' 17600.00 1.00 17500 a #RR 0912 U055 k1ARK T 208100 NO SS IMT S X j 8= 100 7.2C 9.07 832 7'i0O *47841003 FOR:}j i,-792 INCOME f LACE u x I a= 100 3900.0" 3900.00 1.00 39J0 3 SE A E FIREPL = "•�U X ` 5 L� 17C' �-.. D L_ii 17Gt,.00 1.00 17J;:i 3 IAY?P.AIScD VALUE i i61o200 J IPARCEL SUMMARY U AND 54300 T S I I 1Li'l,S 106900 a+ i_ M I l0 I:PS �iOTAL 161200 E I M N CtST TT DEED REFERENCE Tvpa DATES R�aa„dPRIOR YEAR V A L U E S ( I BOOM Page Incl. O. i9I S.lee Pica AN D 54.300 i 7.34$l0461 I.11/90 A 10 BLDGS 106900 047lJFF1C15 1105/8 5 A 1 ITOTA.L 161200 �17,59154 0/00 BUILDING PERMIT I Number Oa.e Tv- Amount LAND LAUD-.ADJ ItiCO �E iUSE SP-6LDS FEATURESI 6LD-ADJ5 U�IIT.i >430v I I 15700 Cipnsl. T=1 Ye r Buill Norm. ObSv- Gass Units Units Base Rale Atll Rale A 1 Age Depr. Contl. CND LOC %R G Repl Cos.New AOI Repl Value St . Heignl ROOms Rm3'B.lns •'Fix. P.Ay-.Il F.C. 013 000 115 115 69.15 79.52 20 55 .39 47 12C 10C 56.4 189533 1059:70 2.J 9 4 4.0 15.0 �pl.on Rale Square Feel Rep..Cost MKT.INDEX: 1 JJ IMP.BY/DATE. ` SCALE. 1/0 V.5 5 ELEMENTS CODE CONSTRUCTION DETAIL 100 79.52 032 56161 t3K L U c W�: N CYST GP:{ FSF 90 71 .57 375 26839 *--------32_---__**_•. ,_ d- 7-* STYLE IUJLD STYLE ')." FSf 90 71.57 534 3r'21s ! ! 10 10 jai 1 1JJII J3 DES IGN ADJUST 15.0 FST .DO 70 15 ± ! FST! XT� I'w LLr'; UI:1JuD FW-9 `E u- 0 - � .i, r60 ! ! *-7-17---* -; ;�TIAC--i`Y!'E:- U2SriS--------------- 0.0 B20 60 47_71 332 39695 *---- * --------- lb----- HAS_ 24 ! Ir:T=r{. Firv.Sfi ;JG i.0 F F B 650 65.00 21 1365 ! FSF ! I INT �:LAY60T- -Ju ------------------- J.0 F F 6 650 65.00 12 7:30 115 11 ! 18 !ITT- it: iJiLTY- Jz A-P'r A E..YT R ?':r, uF8 650 65.L'0 12 7LiL' ! ± ± ! --- _._ �'• * ----3<_------*X. SF .' = LJ r;}vI-!"- J - -rI �t � � 1741 15-----* *--- ;1 E To:a.A,eas !Aun= ease = ---L6-----* U`�r j'( .E - JV - - - -L'� ' T BUILDING DIMENSIONS ± ± _L'i, 1 u.A. S WSJ RL ------ -. -----------"----..------T- A N11 FSF W25 S15 E25 F15 U FST 1 "GJv;jATiC JL ----- --- - }I - - --- f03 F ST6AS N15 E32 S02 FSF ----------- -------T-c-R-V-.I-L--L-E-- E07 510 W07 N10 .. FSF 511) E17 ------26----- iEIoHJ)RHilO 46AD CzNL -- SIa FST S10 W26 N10 E26 ._ FSF LAND TOTAL MARKET W20' N04 E01 N24 ._ 9AS S24 __ °A L S4 0,0 161200 aisE k 14614 VARIAINCE +0 +1003 STA'lDARD 20 RESIDENTIAL PROPERTY MAPiVO. LOT NO. FIRE DISTRICT SUMMARY _ STREET 204 Long Beach Rd, Centerville LAND 205 5 C-0 7,3 BLDGS. 33 S OWNER TOTAL - _- LAND ' RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: - BLDGS. —2 14. 69 1426 —182 TOTAL - ovo LAND On18�"C•:ge' BnCer� T�• at BLDGS. 2�7 72 1769 051 G 9 Soo, TOTAL Sansc�� Isabel H. 4 LAND BLDGS. TOTAL '1 LAND BLDGS. 'q TOTAL LAND e BLDGS. e TOTAL LAND BLDGS. TOTAL LAND INTERIOR INSPECTED: O BLDGS. TOTAL DATE: LAND ACREAGE COMPUTATIONS aj BLDGS. ND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE ' �' u �, r �'� TOTAL HOUS j' �� 3 _SOC�d O ?�u "(� S" r r) LAND CLEARED FRONT BLDGS. REAR TOTAL WOODS&SPROUT FRONT LAND REAR BLDGS. WASTE FRONT TOTAL REAR LAND 0) BLDGS. TOTAL LAND w BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND 5 ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL LOW - DIRT RD. LAND SWAMPY NO RD, BLDGS. one.Wails „ Fin. Bsmt.Area If Bath Room Base ' s i LANU COST /�y �s�n BLDG.COST one.Blk:;Wslls Y Bsmt.Rec. Room St.Shower Bath Bsmt. Z O ' anc. Slab Bsmt.Garage St. Shower Ext. Walls PURCH. DATE i PURCH. PRICE. rick Walls 152 Attic Fl.&Stairs Toilet Room Roof � p RENT ,one Wells Fin.Attic Two Fixt. Bath , are INTERIOR FINISH Lavatory Extra Floors smt. ' F 1 2 3 Sink 3i( 7' . /_ /4 Plaster Water Clo Extra Attic a a . EXTERIOR WALLS Aaetty Pine Water Only auble Siding Plywood No Plumbing Bsmt.Fin. CD 0 ngle Siding Plasterboard Int.Fin. — O rJ. �/CShingles TILING J_c nc.Blk. G F P Bath Fl. Heat (� Pj`�y . _ ;✓ ice Brk.On Int.Layout Bath Fl.&Wains. Auto Ht.Unit -74- 3 9 a y 1 /7 ' Veneer Int.Cond. Bath Fl.&Walls Fire lace �r Im. Brk.On HEATING Toilet Rm. Fl. D Plumbing Z S 379 slid Com.Brk. Hot Air Toilet Rm.Fl.&Wains. zl- ' Tiling ' Steam Toilet Rm.Fl.&Walls (? Y �aoket Ins. Hot Water St.Shower (7 Hof Ins. Air Cond. Tub Area Total .1 X Floor Furn. •'! 8 t✓ �•G - ROOFING COMPUTATIONS Sw ' :ph.Shingle Pipeless Furn. S.F. ood Shingle No Heat 37 S.F. /o Z Al?T/U cbs. Shingle Oil Burner ] S.F. 42 Z ate Coal Stoker le Gas " U S. F. 3 S OUTBUILDINGS ROOF TYPE Electric able Flat G/ S.F. S� 1 2 3 4 5 6 7 8 9 10 1 21314 516 7 8 9 10 MEASURED ip Mansard FIREPLACES S.F. Pier Found. Floor Wy �S ambrel Fireplace Stack G Wall Found. J0.H.Door LISTED FLOORS Fireplace / Sgle.Sdg. Roll Roofing )nc. LIGHTING Dble.Sdg. Shingle Roof arth No Elect. DATE ine Vi Shingle Walls Plumbing ardwood ROOMS Cement Blk. Electric Adak sph.Tile Bsmt. 1st TOTAL /� �j/ Brick Int.Finish P, _D Ingle 2nd 3rd FACTOR �� 7 REPLACEMENT 7 7 OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. >WLG. � " s r - 1/77G O 33 `/3 33Y5-0 t L5—i/ —D s / � 2 3 4 Y 5 . 6 7 8 9 to ✓ 5 lJO TOTAL gk4 WETLANDS 37s. /41, 1% / . 07 v FOUNDATION :PLOT P °CE #,6-2'' PREPARED_ EXCLUSNELY"FOR THE PURPOSE OF�'OBTAININ.G A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #204 LONG BEACH ROAD C-ENTERVILLE,MA SCALE '1 ? -4Q' DATE 4--:25 .201.8 PREPARED FOR: REFERENCE MAP:205 PARCEL 5 D C] D xV 1gss9c HEREBY CERTIFY THAT THE:-STRUCTURE,.: o`' 7'DANIEL' SHOWN ON E.THIS.PLAN IS LOCATED -TH GROUND AS.SHOWN:HEREON. r OJ LA4 �r oN 508 382-4541 ` Noy 4 980 tox 506 362=9680 own tape 04neerind, civil en ineers.' Q a /and surveyors 939 Main'Street,(R($'-6A) YARMOUTMPORT M 026y5 DATE REG. LAND SURVEYOR Town of Barnstable Building Department Services Brian Florence, CBO DST Building Commissioner BARNS TABLE. 200 Main Street, Hyannis, MA 02601 �"""S"" " "`�' '`"'"""u' .MSTs E-•cs wnm, rmx?awraai - 1639.2014 www.town.barnstable.ma.us �� Office: 508-862-4038 Fax: 508-790-6230 March 23, 2018 Mr. James Bowes Bayside Building, INC PO Box.95/3 Bayberry Sq, Centerville, MA 02632 Mr. Bowes; It was a pleasure speaking with you today. As we discussed, I am in receipt of a notice from your engineer R. Gregory Taylor,PE. In his letter Mr. Taylor declared that the left wing of the house located at 204 Long Beach Road is in hazardous condition, that the walls and floors were in a severely deteriorated condition to such a degree that the left wing was in danger of collapse and that it could not withstand being raised. The structure is the subject of building permit number 13-18-183 which was issued to: Raise the house out of the flood zone to accommodate flood zone requirements, pour new foundation, set the home.on the new foundation, replace windows, roofing and siding and - complete an interior demolition. I.inspected the conditions of the subject property on Thursday March 22, 2018 at around 4:15pm and confirmed the engineer's findings that the structure was in an unsafe condition and a danger to public safety. Therefore, I have determined under M.G.L. 143 c. §§ 6 through 12 and 780 CMR,the Massachusetts State Building Code, that the portion of the building as described is in,fact unsafe and must be removed or made safe immediately. I am required to post the structure as such and notify the property owner of this order. If aggrieved by this notice and order; to show cause as to why you should not be required abate the violation in this notice, you may f le a Notice of Appeal(specifying the grounds thereof) with the State Building Code Appeals Board within(45) days of the receipt of this order and in accordance with MGL c. 143 § 100. If you have any questions please feel free•to contact me. S Ordered, Brian Flore ce Building C mmissioner `Taloxestn,.LIC B T�v}of esi� 1-o yahoo cars . .r Ui� ® /'q �� ^�9 arch } 2018 .�Q��i y,j a �� ?®, fi+ ,� /� �f. 1. i� .r, James Bori�es BaysTde Budtns CO ,i'line wl �Falnioth ROad Center�*illez�1�tA Q?63 ?9 � RB i'acazc} Residence 2 }�oi Beach R�iad Gentern }le 1�!I.� Dear� Botiti�es � t I have°rev�e� ed the subJ,ect rest,ence4`The Left�viri cif t}e horse �s sm., azar"dbus Bandit on 'The floor fran �n� �s r- a�,— fiom the".chim- Thy exterior walls are pcdrl �framed and could colap'se ft}te:bui}duag�s lifted foT`posit�omng'abovo the flood elevation The Left N ins 6f'A Wilding cannot be:raised safely f <This p©rt�onof thehot�se;must}ereframed f endure the safef £Qf the`o��er Please request t. theBarnstabme Build�ne Department appre e the needed naadificacioris tQ daeBui} ns Permit to complete t}us work ° � !. ginG TA'R�R '.. R Grego1. rloi h5 f c GDtd6 �liti'1+ Northsi e-Design Assoc J M w �e ?' i,��_ ....: � :,�:..�.�: .� " - - , � , i (: , �, , - � .i.."'.- -.:,-., M. � ., t Section 9— Construction Supervisor Name `g r�o rs q�� Telephone Number 50-6-1 Z 1-1 a yo Address py b x 15- , City (14rvkkl4_ State wA Zip -02(4432.. . License Number 0056 6 License T e ��-v yp Expiration Date 111 ((-j Contractors Email—6,(t 640J-4vAt&!L-*, .ce Cell# Sb�f-22t�lo�l I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature - "Date . 1 III I\'K Section 10—Home Improvement Contractor Name ► Telephone Number Address �� City t• State r Zip Registration Number 11$"TIS(Q Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code.. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date 1 !it 1 'Section 11 —Ho ners Lice a Exemption Home Owners Name: Telephone Number ell or Work Numb I understand my responsibilities under es an regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State B ' g Code. I understand the construction inspection procedures,specific inspections and documentation required-by'78+0 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date th l(I 7l Print Name c - Telephone Number `77y-LI4-t- L'947f' E-mail permit to: Last updated: 11/7/2017 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board (if required) Historic District, ❑ Site Plan Review(if required) ❑ Fire Department ❑ �� _ Conservation + For commercial work,please take your plans directly to the fire department for approval Section 13 —Owner's Authorization I, as Owner of the subject property hereby authorize ,fit to act on my behalf, in all matters relative o work authorized this building permit application for: ttlt (Address of job) l/inter Signature of Owner date Print Name Last upsiated: 11/7/2017 i Town of Barnstable Building e..� ;- �,:� ;�•.: :T� .�• r`� " .: `s..z. � ;.0.� is � ;�`�` �•. •' ,..��`'M�� L�?�E.•.� �� 'a 'r „. Post T,h�s Card So That it is-, isible"iFrdm th'e Street;=A roved;Plans Must berRetamed on Job andahis lard Must°be Kept Pp % • ..- �, $ ".:. t,,F� x M Posted Until Fmnspection Has Beent'Made � 5 s 9 -��"'� .. x� , - .`: - ` C � .a=`; r m R Where a Certificate�of Occu an�c his Re aired'?such BualdEn Mshall Not bye Qccu ied until a Final,Inspect�on has been mai e 5 Permit g a ..,. P ,;,, e,, .•ram ., .,,ems.. ., ,. .,, ::: , . Permit No. B-18-2127 Applicant Name: Eric Whiteley Approvals Date Issued: 07/30/2018 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 01/30/2019 Foundation: Location: 204 LONG BEACH ROAD,CENTERVILLE Map/Lot 205 005 Zoning District: CBDLBSB Sheathing: Owner on Record: PACKARD, DANIEL M Contractor Name Eric T Whiteley Framing: 1 � ; ContractorLicense 15920 2 Address: 2 OTTER COURT may , K RAYMOND, NH 03077 Est Project Cost: $5,000.00 Chimney: �a Description: Duct work t Permit fee: $85.00 Insulation: _'= id 85.00 Project Review Req: SEE PERMIT 18-183 Fee Pa M $ Final: Date r 7/30/2018 r � ;r�,•y Plumbing/Gas t Rough Plumbing: _ � A_ _... . _ Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized uy this permit is commenced within siz ninths 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. CAM a - ' 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 st reet orgoad and shall be maintained open for public a ion 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 si natures b the Buildm and Fire Officials are1 rovided on thi, Permit.P Y PP g ' y � gf � P� � P Service: Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing a Ff .9 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 e_M/-=L- 5 EN ♦ `,t �,. it � GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL L BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. - < .2.ALL INTERIOR WALLS SHALL - BE 2x4 @ 16•'D.C.UNLESS 204 LONG B E A C H R D' ' C E N TI E R V I LLE MA OTHERWISE NOTED 7 3.CONTRACTOR SHALL VERIFY ALL WNDOW ROUGH OPENINGS PRIOR.TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY - f, - - ,�• 4 - - ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR _ - L - ASSUMES RESPONSIBILITY FOR - - - ANY MISSING OR INCORRECT ` DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE - _ DESIGNER.EXISTING HOUSE yREN0VATI -0N NO. REVISION DATE - TYPICAL NOTES DRAWINGS 0 COPYRIGHT I.CONTRACTOR SHALL 517E INSPECT ALL DOSTING VS.PROPOSED 1 1 NORTHSIDE HEREBY EXPRESSLY CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY GI — COVER SHEET RESERVES ITS COMMON LAW DESIGNER ANY DESCREPANCIEs ANDroR uuNGE9 THAT MAY BE AO — FOUNDATION PLAN CO THE PLANS ARE NOT TO BE _ Al — FIRST FLOOR PLAN - REPRODUCED,CHANGED OR - 2.CONTRACTOR SHALL NOiIFT DESIGNER, IF AT ANT TRiE liNROUGNOUT - -- - AZ — SECOND FLOOR PLAN COPIED IN ANY FORM OR MANNER CON!TRUCTION ANY EXISTING CO7DfT10N5 ARE FOUND THAT MAY - WHATSOEVER WITHOUT FIRST PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION OF PROPOSED - OBTAINING THE EXPRESS WRITTEN BUILDING.CONTRACTOR 51141.E NOTIFY DESIGNER OF SUCiI�IS�TO PERMISSION AND CONSENT OF MAKING ANY ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING A3 - ELEVATIONS PER I S IO DESIGN ASSOCIATES. AS PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. .- A4 '- ELEVATIONS 3-STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION i lop♦ - `'. WALL FRAMING IS EC pPL.NTEHAND PRIOR To ENCLOSURE B7 INTERIOR �• '=1 �:.. ` A5 - SECTIONS. BUILDER: • - .. - 4.CONTRACTOR TO REVIEW EXISTING FRAMING FOR STRUCTURAL I , INTEGRITI"AND DETERMINATION WILL HAVE TO BE MADE WEN NOSE A6 - DETAILS - 15 LIFTED AND EX15TING FRAMING 15 EXPCSW ,-r-` - - A7 - DETAILS A8 DETAILS 51 - FIRST FLOOR FRAMING PLAN a - AN NG PLAN R. NORTHSIDE S2 SECOND FLOOR FRAMING N DESIGNER- -=•• � ' ' " 53 - ROOF FRAMING PLAN FOUNDATION NOTES _�� DESIGN _ IA ASSOC TES I.MAN FOUNDATION WALLS TO BE 10'POURED CONCRETE W-3000 P=I� - ri; ]� r. 1 i 1. t D.NCTIVERESIDENTIAl6COMMER.DESIGN W 2M BARS TOP 4 BOTTOM.FOUNDATION WALL TO BE ON 12104' STRIP FOOTING.PROVIDE KEYWAY IN STRIP FOOTING.PROVIDE 115 161 MAIN STREET'YARMOUTHFORT•MA 02616 VERTICAL DOWELS 0 24'O.C.EXTENDED 5'-6'MIN.ABOVE TOP OF - - ... { NOTE. FOOTING.PROVIDE W ANOIOR BOLTS 1 30 O.C.MAX.MIN.T - - CONTRACTOR TO PROVIDE FALL PREVENTION ON LL_WINDOWS ISM)36z-mo ISOR136zssoz EMBEDMENT W 34BW PLATE HAS NER. -^ "` 'z .-.•• ;,.. ., - ., ,.«a a - - WITH$ILL$ABOVE 72'ABOVE FINI5H GRADE P E.ALL - NORTNSIDEDUIGNXOM 2.ALL STRUCTURAL STEEL COLUMNS TO BE 444'x.M'TIRE STEEL - - _ WINDOWS SHALL HAVE FALL PREVENTION DEVI AND SHALL NORTI15IDE1000MCASIMIFT COLUMNS TO DffEND TO FOOTING BELOW.PROVIDE 6k6'xW CAP - - - COMPLY WITH TWE REGRAREMENTS OF PLATE N 7'x12W,?BASE PLATE W 2-9Y DMA,BOL75.WELD ALL A5TM F209D. WINDOW OPENING DEVICES E SELF ACTING /. CONNECTIONS.FOOTINGS TO BE 4B44B41Y SQUARE CONCRETE W AND 5HALL BE POSITIONED TO PRO141BIT T PASSAGE OF `V STRUCTURAL ENGINEER: 5-CS BARS EACH WAY. ..y WHEN THE ETER RI ID S OPENINEREI THROUGH ING D SINIDOW ING - 9.DOUBLE FLOOR JO15Ts UNDER ALL PARALLEL PARTITIONS. - - ACCORDANCE WITH THE MIANUFACTUR TRICT YIN LOR - 4.CONCRETE SLAB TO BE 4'POURED CONCRETE ON COMPACTED FILL. AC C PROVIDE CONTRACTION JONT5 P DEEP AT WLUMN LINES.CUT W EARLY ENTRY SAW. ) �r S.CONTRACTORDE(WIND W PROVIDE BASEMENT VENTILATION A9 REQUIRED +..,' BY CODE(WINDOWS OR MEXANANIUL) TA 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN V-0'MINIMUM COVER. 7.PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL - V BEAMS(TYP.). B.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL 9.CONTRACTOR SHALL NOf SCALE DRAWINGS FOR DIMENSIONS.ANY MI981NG. INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO D., THERESPONSIBILITY ATTENTION OF THE DESIGNER BECOME THE RESPOIBILITY OF .". . THE CONTRACTOR. . IDENCE . 10.GARAGE AND OTHER FILLED FOUNDATIONS. •`"- - - - - - NO'POURED CONCRETE WALL W O N16 TOP AND BOTTOM BARS.FORM 204 LONG BEACH ROAD FOUNDATION O 24'II STRIP TRANSITION REINFORCING EIN ORCIN W/KEYWAY IN STRIP FOOTINXS.�UILLDY. VIDW IN12'AN��S936 o D., ; - - SMOKE DETECT �?E e�EWED CENTERVILLE.MA. MAX.MIN.EMBEDMENT W 3'a55rYN'PLATE HASHER. 1 - - - TITLE BARNSTABLE BUILLANG DEPI DATE FOUNDATION PLAN ENT DAT SCALE:1/8"=V-0^ BOTH SIGNATURES ARE REQUIRED FOR PERMUTING 0 1 2 4 s a PROJECT#: SHEET .1 17-01 GC DATE. Or FOR CONSTRUCTION 10/17/17 3 : -W GENERAL NOTES ' _ - - 1.ALL EXTERIOR WALLS SHALL . - BI'-B• ..- - BE 2x6 @ 16"O.C.UNLESS - - - - - OTHERWISE NOTED. ` 24-10' 32'-O' - 24-10' 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS - OTHERWISE NOTED. 5'-O' - 12'-O' a'-0• I6'-10• _ - 3.CONTRACTOR SHALL VERIFY -: 6' - 4'-O'. 6' - 4'-0' 12'-10• - ALL WINDOW ROUGH OPENINGS - - r - - 3'-6• 6' PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY S 2-2x8 P.T.MDR. ALL DIMENSIONS PRIOR TO 2.B P.T. LEDGER � � - - - .. - CONSTRUCTION.CONTRACTOR -_- r w/2-5/B' DIA. - ASSUMES RESPONSIBILITY FOR LAG BOLTS 16,O.C. - ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO C - - A _ THE ATTENTION OF THE A.5 1 A.5 DESIGNER. 218 P.T. LEDG ion-5/5' DIA. \ BOLTS �\ - r— ^— -----7� r�..I —.---- -------� 1 FLOOD VENTS TO BE II _ CONCRETEV THICK%WALL SMART VENttS• (200 so. FT LO✓ ON COPTT.24412• 1 STONE VENEER :� CONCRETE FOOTING r I 7I ` = _ NO. REVISION DATE RETAINING WALL - I I - I —. I 2 2t8 F.T. MDR. LVL1 FLUSHor 9 I/A' �Eypkn• �N,RAUI 1\ o 0 COPYRIGHT 2- 1 5/4'x 9 1/4• CONCRETE FOOTING I I v POST POST NORTHSIDE HEREBY EXPRESSLY 110 LVL.FLUSH I I I I� in -UP/DN.. UP/DN. RESERVES ITS COMMON LAW OI 1 I I I T-O'%3'-0'xl2' I COPYRIGHT. STEEL BEAM ABOVE 9 I THICK CONCRETE _____c c THESE PLANS ARE NOT TO BE I _ I FLUSH FRAMED I B FOOTING I I L —_ ——— ——--—— REPRODUCED,CHANGED OR r T — EXIST.CHIMNEY TO BE 13-2x10 GIRT, I COPIED IN ANY FORM OR MANNER I REMOVED, TYPICAL I FLUSH FRAMED PORT i WHATSOEVER WITHOUT FIRST _ _ —_ __ —_�__ _ _ __ N' TOP OF-FOUNDATION OBTAINING THE EXPRESS WRITTEN I —I —T T5 4k4'x.25' 1 WALL- 12.04'0 GABLE I 3'-O' PERMISSION AND CONSENT OF 4 f J. I /. 1 I I. I COLUMN DN, 1 - o END I R NORTHSIDE DESIGN ASSOCIATES) I I I -I, I i 12'- ' ' I I' I : IS'-1of�" I POST -L71 n II I _ 11_JPROPOSED I I UP/DN. PP BUILDER: « SED 3'-0. ———————————————— r 2- (3/4"x 9 I/4"- __ _ I GARAGE BEAM F+ocKEr,-srzE o r—--——— 11 3 II BASEMENT I ID� cur�wiT�'i•I�Earu7 �— FOR P6CKE g « I EMBER LVL FLI/6N -L_� ;T-1P SLAB TO BTM.OF FLR JOISTS 1 OUTLINE N v I - I I I _ _ 3 II OF 4•CONC.SLAB ON 10 I I ENTRY SAW ————— ——— ——————— LANDING ABV. •- I R I •ECi D IMNEY TO TYPICAL BE II __Y_�.II VAPOR RETARDERTSdk4k.25'CAL. —————__————T——_ _———————_y_I II �1"ODEEPCONTRALTI I - 3.II W STD,BASE PLATE 4 I t _ ________4.CQ�C. SLABi- 1 _ 2-44' DIA,ANLHOR I 10 MIL VAPOR ARDER JOINTGWITHEARL? I I-__ II CUT WITH.EARLY I _-L_ 3 II _ BOLTS TYPICAL ITCH STEEL BEAM ABOVE, I I a ENTRY SAW 1 J___12r 13/4k9 I/4' II ENTRY SAW I --t- II .• I TOWARDS DOOR I i o PER FOOT _ i_______ ItFROM RIDGE.�S 0 W THICK.5'-IW'MIN. I r (I.::..SLAB, .gmW2_ NECTIQY7, I 60 MIN. :I I ____ b ------- _ 3o6B IN uL, DESIGNER: TOP OF FOUNDATION I -- ? w6.6 Wzanaz_•1 roP x,OF I (��%/ NORTHSIDE In LL F WALLS 12.04'B GABLE I I I Cp1CRtTE WALL OH 24412' I TYPICAL - I O I END I I ; I II Co r.FOOTING. II i II - I RATED DOOR .I I y DESIGN f-- -------- —' lai I�------------- iI I ASSOCIATES 1 _ I P.T.2x6�1T 16'0...- I �.•T I I 3'-O• -p FRAMING AN IW POSTUP/D BRi T7PIL/4LI�5 ( _ F DISTINRIVE RESIDENTIAL&COMMEROAL DESIGN OUTLINE OF I CONCRETE WALL ON I Ay �5. . MAIN STREET- p LANDING ABV. I CONTINUOUS 24kY2' I O fl _ I O BREAK AWAY DROP TDP OF'WALL 12' BREAK AWAY 30115081362-2210 YARMOIJTHeP0;362A8026]S • CONCREJ FOOTING ' COIUIECTIONS, AT DOOR OPENINGS CONNECTIONS, --------------J p O .9 : I �9 Y _ NO"14SIDEDESIGN.COM - _ —————— I � _ I C L TYPICAL ———'L——— — .T7PI J -''D i0 ,II I ip -,'p NORTHSIOEI�COMCASf.NET 2x8 P.T.LEDGER -Ilyl'lyl \ ' wn- 5/8' DIA. / 1 - / ; 31_ I STRUCTURAL ENGINEER:- LAG BOLTS 16'O.L. �xx a te ' I'-15 9'-6• I . 2-z(b P.T_ r LONG• I I LOR I I D HDR. gyl 2,1 DIA.LEDGER wn°PROH I� I g1� LC jI A.S C B P. ay� LAG BOLTS.16"O.C. - - I I A.5 A.5 GI 2-P.T.2.10'. 2-P.T.2.IOb II I c ---------- ----------r I STONE VENEER � - - RETAINING WALL PROVIDE 12'DAM.5ONOTU5E - W/BIGFOOT FOOTING (5F56) STONE VENEER - FOR DECK SUPPORT ABOVE A RETAINING WALL RD _. / SIDENCE 6' a'-6'- t 6• 6' z'-I• .- 6' 204 LONG BEACH ROAD_ 10'-11' I'-o 25'-I• I'-o" CENTERVILLE,MA. 25'-2. _ 29'-5. - 271-I. .. all-so TITLE: ` EXISTING GROSS FLOOR AREA FOUNDATION 1ST FLOOR LIVING 1778 SF PLAN , 2ND FLOOR LIVING 798 SF - - FOUNDATION PLAN TOTAL LIVING AREA 2576 SF SCALE:1/8"=V-0 Y 1 2 4 8 PROPOSED GROSS FLOOR AREA I in•CRUSHED 5T HIGH WATER FOOTING DETAIL 1ST FLOOR LIVING 1812 SF PROJECT#: SHEET IF GROUND WATER Is 2ND FLOOR LIVING 782 SF ENCOUNITED FOR - - TOTAL LIVING AREA 2594 SF - 17-01.. A.O FOUNDATION ' DEEPION, - GARAGE 618SF DATE: OF EXCAVATE I'-6" DEEPER - FOR R CONSTRUCTION , ST R U CTI O N AND FILL WITH DECKS 250 SF I In'GWATE D STONE. TOTAL AREA 3462 SF 10/17/17 PUMP WATER FOR 3 DAYS MIN.WHILE - - CONCRETE CURES. GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS I6'-10' 24'-10' s32'-O' - B'-O• - OTHERWISE NOTED. ,,,,II,, 2.ALL INTERIOR WALLS SHALL 2'-q' 10'-6' W-2' 5'-5' 6'"02' - .0'-5' B'-6' b'-q�' 12'-IgYq' 3'-II'•�'4' BE 2x4 TQ 16"O.C.UNLESS OTHERWISE NOTED. ' B - • 3.CONTRACTOR SHALL VERIFY _ A,5 ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR _ - - ANY MISSING OR INCORRECT u - DIMENSIONS NOT BROUGHT TO _ THE ATTENTION OF THE DESIGNER. II 2M II 3066 9L -- II o o I DH I- 31 II I I I - _ 31 L 4'- - 31 L 7' II9 I TS 4'x4'x.25' 4 �4 _ - _� 31 q0" tSR• C0L.UMN DN. i •7 •3 I NEW `P RETAINING."+ALL 'BEDROOM 2 KITCHEN ' 'm INSuwTED NO. REVISION DATE 3066 9L 2-1668 © COPYRIGHT lu II' I P RY �' ' 13 3 B - NORTHSIDE HEREBY EXPRESSLY III =_4v I I NEvv RESERVES ITS COMMON LAW THESE PLANS ARE II IL 5'LEFl ' NEW 111 �aY A.5 R 344' _ I , REFi �____ I 71`--a _ WETBANi -_ - 7 -__------- REPRODUCED,CHA CHANGED _ — BENCH-— ✓ �Lv - I — —————— ———— — COPIED IN ANY FORM OR MANNER o- CLOS�i I j 1 - GA' of WHATSOEVER WITHOUT FIRST o - - - _ FIREPLACE �b _ = p OBTAINING THE EXPRESS WRITTEN 3'- T-3' 6'- 7'-44 © I o PERMISSION AND CONSENT OF 10 . 2068 - D�71 ' TS 4'x4'x25' I —— —— —————————————— - NORTHSIDE DESIGN ASSOCIATES"TS 4 x4'x.25• r * n © II. ©i L EN Q e nECN. ,Ew _-v-. f COLUMN DN. COLUMN ON. j1Ll - n' « IN j vExr N. ---- 71 �II EwsnNc n ? N'�1N a I-44 NEw D ----yi NEW b BUILDER: I FAMILY RM. B Td� I BA ----„ DINING m I it QABV. DN r ------=-- -----� III - 2REF� ,a �LV 1O PROPOSED Xi --- ", PATIO NEW I --_-U .. f` O ELEV,13.0' -------- ----------- BARNACLE I - I' — m 2pRl. i 4 --- �F NEW 9� li TS 4'x4'x25' i r O C I /: \ I _ _ 1 HALL �' �; �Ti'i COLUMN ON. L- ---- - I A i1 A iT ii INSULATED ula:s 3069 O 0 A A 'I // :I \\ DESIGNER: F2'� -4' / \ NORTHSIDE 24se •: 1' 4 e. e � I --'�o c1 // -n \\ - DESIGN ASSOCIATES .1 / II \ \ II I( lV 1 II Y Y �� A / \ O OLSTINCTNE RESIDENTUIL&COMMERtlAI DESIGN - ---• --- DUTLINE OF _ 141 MAIN STREET'YARMOUHPORT•MA 02675 --- QVERNANG ABV --- FV" (SORT 362-2210 (SOR)362i802 -R• '_2• .9'-4%4 9'-4�4' - NORTHSIDEDESIGN.COM " NORTHSIDEl(dCOMCAST.NET D C PROPOSED PISTRUCTURAL ENGINEER: A. A.5 _ DECK q 231iPx1014' o TAYLOR DESIGN LLC E OF MEN RETAINING WALL - _ - STAMP: g EDGE OF NEW A.5 RETAINING WALL A t 'PROJECT: A.5 3'-0• 4'-0' 3'-11• - 4'-7!'4' 4'-4�• - PROPOSED e'-1d'z'' u'-6• 4'-7)zo WWI, 9 6' 9 0• zs_y 142' PACKARD RESIDENCE 25'-2' 2q'-5• 2T-I' .204 LONG BEACH ROAD CENTERVILLE,MA. FIRST FLOOR PLAN ' WIN .SCHEDULE a TITLE: - EXISTING GROSS FLOOR AREA FLOOR Q WINDOW SCHEDULE NOTE: ALL WINDOWS ARE TO BE NOTE: ALL WINDOWS ARE TO BE 1ST FLOOR LIVING 1778 SF PLAN ANDERSEN 400 SERIES O WINDOW SCHEDULE ANDERSEN 400 SERIES 2ND FLOOR LIVING 798 SF TOTAL LIVING AREA 2576 SF NO MANUFACTURER TYPE MODEL rt UNIT ROUGH OP'G REMARKS NO MANUFACTURER TYPE MODEL # UNIT ROUGH OP'G REMARKS SCALE:1/8"=1'-0" A ANDERSEN DBL HUNG TW24510 2'-6 1/8' x 6'-0 7/8' q/1 G ANDERSEN DBL HUNG TW2052 2'-2 1/5" x 5'-4 7/8" b/1 FOR CO N STR UCTI O N _ PROPOSED GROSS FLOOR AREA o 1 z a s B ANDERSEN DBL HUNG TW2442 2'-6 1/8' x W-4 7/5" 6/1 H ANDERSEN D.H. PICTURE DHP41052 4'-II 7/6" x 5'-4 7/8" 1ST FLOOR LIVING 1812 SF R I P . " 2ND FLOOR LIVING 782 IF PROJECT#:. SHEET C ANDERSEN "AWNING A61 6'-O 3/B x 2-0 5/8 12-CITE .7 ANDERSEN AWNING AR51 5'-0 3/8 x I'-5 I/2 5-CITE WALL KEY � - - TOTAL LIVING AREA 2594 SIF 17-01 A 1 D ANDERSEN CASEMENT C335 6'-0 3/5" x 3'-5 3/5" 6-LITE K ANDERSEN DBL HUNG TW24210 2'-6 1/5' x W-0 7/51 6/I 0 EXIST'G HALL5 TO REMAIN GARAGE 618 SF E ANDERSEN DBL HUNG TW2432 2'-6 1/6' x W-4 7/8' 6/I L ANDERSEN AWNING A281-. 2'-8' x 2'-0 5/8". _ 6-LITE' E ---_7 EXIST'G WALLS TO BE REMOVED DECKS - 250 SIF DATE: OF F ANDERSEN _ DBL HUNG TW2042 2'-2 1/8' x 4'-4 7/8' 6/I 1 M ANDERSEN DBL HUNG TW24310 2'-6 1/8" x 4'-0 7/6" b/I ® PROP05ED FRAMED HALLS TOTAL AREA 3462 SF 10/17/17 13 GENERAL NOTES ' - - 1. ALL EXTERIOR WALLS SHALL - - - - _ BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 32,-0' _ BE 2x4 @ 16"O.C:UNLESS' - OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 13'-2' 10'-T 6'-3' ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS.' _ 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO C - B _ - - CONSTRUCTION.CONTRACTOR A.S A.5 ASSUMES RESPONSIBILITY FOR - - _- - - - - ANY MISSING OR INCORRECT - - DIMENSIONS NOT BROUGHT TO _ - - THE ATTENTION OF THE - --- -- DESIGNER. �LEWI II I V� B T LINEN J3. ;° 2-2068 NEW I i • A _ TIE �{y ,.7.79'R BATH NJEW 39 12 1 _ BATH 3 1 1 � N to Il •Q V M'� i REVISION DATE © I� os. .' ------ NO. ;1 ___-T3 '"Tn II 2_2066 1 I ________ ____L___________________ ______ I - - .. O COPYRIGHT IrI __ _ =1 6 BSI 2668 - - - NORTHSIDE HEREBY EXPRESSLY J COPYRIGHT. S COMMON LAW i L THESE PLANS ARE NOT TO BE p� ----�10'-fy4' - i REPRODUCED,CHANGED OR IIL_lr- COPIED IN ANY FORM OR MANNER • _ H _ I II _ _ I - WHATSOEVER WITHOUT FIRST I u{ II _ I OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF r________________;_________________ it_ ____—____— _ NORTHSIDE DESIGN ASSOCIATES. iNEW NEw BEDROOM 4 _ cws= 11 i i BUILDER: - ;41 =-FN' I I I NORTHSIDE DESIGNER _ " III - ❑ .. ❑ - ®(506)362- 0 (506)3629 802O DESIGN ASSOCIATES DISTINCTIVE RESIDEMIAL&COMMERCIAL DES IGN 141 MAIN STREET•VARMOVTHPORT'MA02675__________ ____________________ Tol _---________ --________ ___________ ____ NORTHSIDEDESIGN.COM ' NORTHSIDES.COMCAST.NET C B D A.5 A.S STRUCTURAL ENGINEER: A.5 4-Iffq' 4'-Iq/4' 3'-'AV 3'-10'i4' 4'-IE$'4• 4'-ICk4' ❑ ❑ TAYLOR 9'-a�4 ,'-�4 q'-A4 DESIGN.LLC 2'- 27-3- STAMP: A PROJECT: A.5 - SECOND FLOOR PLAN PROPOSED ' � PACKARD RESIDENCE FOR CONSTRUCTION 2D4EONGBEAMROAD A. CNTERVILLE,E,MA. WIN SCHEDULE TITLE. Z EXISTING GROSS FLOOR AREA FLOOR NOTE: ALL WINDOWS ARE TO BE NOTE: ALL WINDOWS ARE TO BE 1ST FLOOR LIVING 1778 SF PLAN ANDERSEN 400 SERIES 2ND FLOOR LIVING 798 SF TOTAL LIVING AREA 2576 SF NO MANUFACTURER TYPE MODEL A UNIT ROUGH OP'G REMARKS NO MANUFACTURER. TYPE MODEL >< UNIT ROUGH OP'G REMARKS SCALE:1/8"=V-0" q ANDERSEN DBL HUNG TW24510 2'-6 1/5' x b'-0 7/8' 9/1 G ANDERSEN DBL HUNG TW2052 2'-2 1/8". x 5'-4 7/8' 6/I - PROPOSED GROSS FLOOR AREA 0 1 2 4 8 B ANDERSEN DBL HUNG TW2442 2'-b I/B' x 4'-4 7/5' 6/1 H ANDERSEN D.N. PICTURE DHP41052 4.'-II 7/8" x V-4 7/B" 1ST FLOOR LIVING 1812 SF 74 C ANDERSEN AWNING A61 b'-0 3/8" x 2'-0 5/8' 12-LITE i ANDERSEN AWNING AR51 W-0 3/5' x P-5 1/2" 5-LITE WALL KEY 2ND FLOOR LIVING 782 SF PROJECT#: SHEET TOTAL LIVING AREA 2594 SF 17_01 A.2 D ANDERSEN CASEMENT C555 W-0 3/6" x 3'-5 3/8" 6-LITE K ANDERSEN DBL HUNG T1-424210 2'-b 1/8".x 3'-0 7/8" b/I 0 EX15T'G WALLS TO REMAIN GARAGE 618 SF E ANDERSEN DBL HUNG TW2432 2'-b 1/8' x V-4 7/8" b/1 L ANDERSEN AWNING A281 2'-8' x 2'-0 5/8' b-LITE L --==7 EX15T'G WALLS TO BE REMOVED DECKS 250 SF DATE: OF F I ANDERSEN DBL HUNG TW2042 2'-2 1/5' x 4'-4 7/B' b/I M ANDERSEN DBL HUNG TW24310 2'-b 1/B" x 4'-0 7/8° b/I ® PROPOSED FRAMED WALLS TOTAL AREA 3462 SIF /17/17 0 13 '��GENERAL NOTES 1� UNLESS NOTED.OTHERWISE 1. ALL EXTERIOR WALLS SHALL ALL 2.ALL INTERIOR WALLS SHALLOTHERWISE NOTED. WINDOW PRIOR TO ORDERING .. 4.CONTRACTOR SHALL ERIFY ALL DIMENSIONS ._ . ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE :�- ... ... F05111 ... 111 ::l - III ... - DESIGNER. o� ... ... - 111 Mel ..I ... NEI .L..11...■1a : ..II��• ��1 1 1 L..11loins ...l .mi.l. \ • .®- ---..eeue_eeee:eeelre:.ee:re:�l -- .�■.� \: n■1.Int.1.InR�1■IR.n1�11..■.ILItnR1■IIIn.1.1::�le.w._.o_u.._._.Ipl� %�l.rl■..NEu...IN.1■.. �11.NE.1.111.. p...Il.l...11.lNEtNEII.II '�1■.■IIRI■■.11.1■■.ram �RI■11..RINEII.■RI.IIR.RI .1.11.■RI.IIt..1.11...1.. ��ltR■.I.IR.NERI.1....1.1..\ _ .-- - I.1.11.■.1.11.■.1.IIR■.I.IIRR �1.111.■e1NEIIII■•'" _ .u.1.a1n_uu1u.. ur�eee-es!.• .tl.tlun■ntnl■ttw itlml■.��lnsiol t.. ■ 1, nir--•-•---------nmi. 11:alli::fn111i:::iltr:asi�lll - - umnmm�nl.lalm ' .rlaun.l �^-� tnuuru � /..Ilan 1.11.1\� I1...11.1..NE11.1■.NEILINE.NEII► LNEIIe1..NE11.1...11np, JIIRI■R.IIII�'._�.�� L..ILINE.. iil '� 1■lu..n- ■ FRIEZE �>�t mn lal..wq ��.��I•� L..nna 1tm I.nl __nra Ilc 7:1 Ilpa _ _.I.11 .- - u _ _ 1� ________ n Ll 1.1� • �.INE ell I. I..1'. LI 1� ■.�li _ T.O.PLATE .R..11 - l■.1...t..t1..■1 111..1._.o❑1""■nII.''...oeI_NE.I.I_.NE.--■._1..I.1...._R.I_.�".I"uIR,.NEoRI..lIlIeI.■RlINE.NE..RR.I1NE.■■lII1IlaI1RR1 Ll'NE.t..1..u.ln1l1n..l......I.a.'11la11..11......1NE.. II.... 11■.NEI 11■.. 0 1L.I ..t..IIn111n.1.o.1.I r.1I1I:.1.:.uI�.nI1I.R11NE..r1n■1l1LIIaRt.ItNE.Pl�1.le1I.e 11�__l,''c��I�",_l'III �— — III'',,,''�'�J�I■C�I.II,.II.1I I1LI.III■■.NE.1t INE11,t■,e1•.11.INEtI1.I1 1R..l1■11l IIIIIL.11. t.1la It1IN iII.._.I.•�._•.,,._I_..._aL1It.[l'1II.,1. f1 I1I1I1I1 1I1 I1 I1'1 I1 1I1.7i1.11l1 I,.I.,II•t�I_t!_•\�rI_•,..!_77 II_�',I,�.,1I1I1'II1-R.I�l!.■.i■ilI - - O HEREBY ' EXPRESSLY I.I.I.I 1.1.1...I I.IRIRI It RESERVES ITS COMMON LAW CORNER Llttll t.lnl.. 1.1■ III [moll ....11 I....1■I Itl .■.-1 letl THESE PLANS ARE NOT TO BE II Icl711...1 ...1. Kill IIREPRODUCED,CHANGED OR Mining 1 nnl --NOMINEE l I:il IN ii IIII'IIIII. LII_'II IIIII�i i Pei, ED, lion a.a..al......a.a I III I ....._.._..._.._.�I. - . �, mnn.nm..mm.uuuouuRNE.nlnuula..unn.nunmu. uun..nela..nun■.lauo■�j � 1=�wn.■.nla...nu■■ntn I.i =�1 - - - `� •-e:■R_ae:eee:es:_.c_o_ese_.ee:ueele:.eeels_a.e:■eelee:■t_:..: ee:es:ett:_o_eseetee_n_a._m ® �e:eseeRe::n_e.e_ne_uee ea____ ___ ___ __I�n �- IN.la■tun..num.nmm�mm�nnnulnnulauumiunll luuuuun.nneula.nmu � u.nalanutmnu■Inn m ;la n.il mil r _ - �'�-jf►1� I.n.1■ou.t■..nu.unnNEuml.t.mumuutnlaut.n.l.o n■.nlau.nlauonu...n1m � u.unn..nlal..milalNEu Im■!I Irn la:■l �� .IL1 i�1ii 1.n..nmiuouwNEtuuun.non.mol.n..n.u...un...la I...un..mnuunl..nmim ® i un.n..nnla..um.n IN� �i ■ Imo■■■ iSn ■■■■ ■■■■' � ►•�� • ---------------------------------------- -____- ----------------- --_- -_-- l� a _ IAA - n all ■■■■ ■■■■ I.rl ■■■■ ■■■■ .. 1 1 In er■ ttl l u .1 un 1.1 1 l to w ��11�� '.��1�1.,1 ut■ ,�t�t��l ��1� 1 .� ,._ ' .� _• . r-t� •� r•.- �t � :� • s i � -�.� � 1'lllllll lilllllllll 1111111111111111111�1 .' r,�.f TI•T� ��i�� •�� -��- `�-�••••••••�� tea- �,�//� •� I�� 1 e■■ �I -- I � �•� - - .� �. �`' ,-�( �� • . !� �� • �i'. ' ��r � I. 1� e�� t�•Y�.�' : ' �IIIt11111■'IIIIIIII►. ...I IIIIII)■IIIIIIIII .,I . �-� ��• - '!_�1.=(�/'—��'l��i ��•ii�Ii17►�:f�a��-%��s-1•r��,�1.�I�ii�C��e.�2I-��1•l�•��,—�=�� 'i� '. NORTHSIDE w • . • ® DESIGN • ASSOCIATES .u► nuuuu nlion STRUCTURAL ENGINEER- ■uuuo. 71 At■►o\Its\ iuun.._._...._.■Imo. direr iintmmiuol.uRNEUNEIN.oIr. un■._ .n.muu.mu.tuuu.uut► TAYLOR �iuu► q■un� r .�inu�, nlDESIGN LLC .nlatl.nlnl.nlan..n.uNEI. �1■!nos AL..ItV aIC:..aiCatCa■:at::■::at::aa. III INS.. EEME laiutmi.tr .nr -mire•---••-•�ov-•---..-•o. MONISM IRI..NEILIr IIL. moat tl■1 R■Ir`.1.1■..IIR 1. RAKE TRIM .nol ��I u■I ICI unl •:(�1■ ulat► 1(1 la.nmr 1.6 RAKE TRIMA■Lttl INNER nIt IIRt1.Rr La"t nn.la. III II■n III ut. �ll[:P?�.nnn• .i1.'uu.l 111 AL.STEPIn1 j• il...luu mile It■IL..�-_..-..t■• .i..1.AT ALL = 1u�r' �ILNE.LIIt0 IIII n■IL.nala■er' 10 RI■11..'! ..e00I0100..1 t.NEl IIt...lal.t.ell r�minion■■I. _ - MAIN HOME �1:.Lt.IRR1..R1 ��.:7i INNER _I nl..nnl.n ri.nua.nn. r /�nunnnl■w t.0 _ m mur ril.enulminnl. PROJECT: t11.■.1■11...1.IIR■.1.11■NEe1.IItIRS ..1■IN■■m ..r• ANEtI■Ilt.tl■IIR■t1■11•. - L..1.IR..t1.1..NE.LIt.NE.1.1..aIt1..■tItHIr ..■lala.■■lalt■■Rm■■■.1. - - PROPOSED munuulatl.uun.tnul..uul■nlau■t► ri.ulanonmutu.l.nln\ mnnmuw■ununu.nmimnmim.uri.uuunnnnumunulann."� . PACKARD` uul.t■nno.uu.unmmuumlal.t�.NEuuno.nn.RmimNE.milal.nn\� � �imianla un�.ntua:�mi�ll■�.�n:�NE�l �Iu�1I�1 nnnnul■ l-Il�•�1••1•1••�.u... eu1.lae.ro r•i-el-t.,•e-m1■-I-71 _ RESIDENCE nnnn■untn I...m1..min1 101 II - - IN � r. LONG BEACH ROAD .n.11t■t1.1lutp■ Ile 11 1 ismommignomininsi Il.l....l.l....l■ CENTERVILLE,MA. lonRI..INE..Itt1. IIR.1■Rt1.e1■..IR 11 I.e Itl 11 INEI■.tt1.IRt..INE t.tl.ltt..l■It.RI 1 1.1 ®■ ,■. II. Illa1...11Rl...n NE��:/� L..l1a..al imi 11 L11 ? 1.1 ■ ®r, IIt.. I: �I.....� i ■■ ■■■ lar.L.RtI■lal Ilat.tl imim !11 1 r ! nuut.nn..milal■onnNE..u.lstnlal.l mtl.onnl lal...un.l ! �I r e II - nu.nmilamnu■nNEllaomlatmmilan ulaol■u. e..n■n..l 1 - NS lutlnu.tulaouunomn.nnn■■1.'R..lalaRNE��-Inun.utl�\I��I��_ :.ee:ese:Re:_ I=eee:�le:el:re_�le:ls_en fW iffo _Zip Ajw .1 • 1 ��I.. �� I�� r�•��YIIli!� .�1`-�•�N��-1 OWO 'A I.�( '��I.'t� —E—STONE RETAINING WALL ..) (BY OTMERS) • • � � • o ZENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE .@ 16-O.C.UNLESS 2.ALL INTERIOR WALLS SHALL OTHERWISE NOTED. uCONTRACTOR3. SHALL VERIFY ALL ROUGH WINDOWS. 4. FY ALL. .. . .COASSUMES NTRACTOR INCORRECTANY MISSING OR DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 11�11 � �wIsffimmi I�i1iinaBEI10Noi 1■uum ■f�1■ ■fV■ INS win, ■,�1■ ■NN ONE InnN■nnnonmou inuiiil ■['IL►? �l/['PJ, Iiiiniii ■['P?; ■['I2; ■['�? iiiininiinriiiiinii nnnun_.___.._.___.._._a■nnna_.._.___.._.___•------_._mm�l■unu■■nuw .®- Ina■n■u o■unuN1■n■■nnum■nounuouun■n■mo1■lnuu u■■■un■■l unm■■auuumuunm■■■nu■■uun■unn■unn■mm mnmm�n■mN - 7anlnal■nnlnnl■■nIN■t■nNINn1E■■I■nlEnla■IE■nnlE■NInn1■■nl■n1■n■InN1■nil■n1■n■If ®� � - nuuunumm�n■m■n1■n■nln■■n1■unn■Imn■unn■nu■ulunl■nn _ \ 11■r■■r■Nlrn■IInIr■■rr■1■■■IInEn■IIN1■nE11■1■■■11■1■M■11■1■n■11■1■nE11■1■n■IINI■I _ nEnununn■mu■■n■uN■nI■u■■n■nun■nun■n■■n■uun■uunnuomnm■1 - - .®- - nnnnnn■■u1n■umnnnn■■un■■nnnnnu■■nnu■nnn■uun■■nnumin L - .I■nmi i OI■■■1■■I■■■I■■1■■■1■NI■■■Ian1■n1■N1■■■1■■1■N■n■1■■nIM■1■a■u■1■n1OI■N■IOI■■MI■■II - \ ■n�lnm■I I■alr.aal■In■iNlrur■nrrnnnlEl■n■n1■InNn1■In■Nn1■IO■NI■1■ONI■Iana1■In■■■1■In■■1■ L �� •�■i7iiEnnnl■■nun INnn----------------------■■Enn■■nuumnl■umlonmo■mu■■un■■nmrol _ \ :l■Il■■■1■11■■n■lIn■ ■1■111 nn1■11■■NI■u■■n1■IIn■n1■11■Ent■IIn■■1■Iln■n1■IInEN1■IIa■■IEI IIN■■/I■IN■ENu1n■n11 IIn■l .l■In■■I -= I■■nI■nE■uI■■■■n'-- -•-•-1■nn■■ It „■ „■ !"on %niiisiriiiiiriiiiil I�iniriiiiluiiiiliii lnimin� iil l�ii j lire�iiitirin�liii ■■■ ■ nniu� ��ip��11- nnanl■1■1 li-imismongolowngiailmse I it - \ ° COPYRIGHT Ila ■■■11nI■■EIIn1■■■11NI■■EIInI I■■11■1■■■11n1■■EII■1■ I■■ItaI �� •■ 1■n ■II ■■� IIL;J■■11n1■■■11■1■ •, 11n1EN■1 ■■■11■1■■■I �� 11■a■11■II ■,■ 1EIIn1■■■11Nt■■■11n1EI ,■, IIPINORTHSIDE HEREBY EXPRESSLY 'INI ■■■ ■■■ 1■1■11■■aI■11■■n1■11■■■1■In n■11s■■1■IIs■■1■lu■ n■II■I . .■.� ■■I 1■1 ■�■ IIa�■■1■II■■■1■II■■1 ■■■ ■■■ 111■E■1■I 1NI■11■■■1■ �� ■■■IEIu1 ,,,, t■11■■■1■11■■■IEIIn■1 ,.,, ■IIII in, Inn■n1■Inn■nlNl■n■n1■Inn■1 lun■nlNlna■n1■In■a11 11■n■l 1 ■I 9■■ ■n1■1n■NI■In■a1■ 1■■1■ln Inn■En1■INI InINInnENI 1■■■Nlan■■a1Nu■■NIa ■. COPYRIGHT.- - 1■ 1■■1■NnnlEnnlnnl■■nil■n1■NI ■nil■■nln■1■nnunn■n ■n1■NI ■�.■ �i� n s■MI■■1■■■1■■l■■eIl ■■M sell 1■n1■■n1■n11 Innim NI■aN1an1■■a1N■1■■■11 loll 1■ p p Inn1■Innn1■Iaanal■InNnn1■In 1■1■1■Nn■1■INNnnt■Innl 1■1■1■I :ul _ _ lun■1■Inae1■u■■ nano ■NI■IN■/a111 Il■n■1■1■1 11■Innn■In■n■1■Inna ■II _ _ THESE PLANS ARE NOT TO BE II ■■■Ilnl■n■11■1■a-�Inl■s■It-' I■■11■1■n■11■1■n■nn■ IM■11■1 I P' ',' ',� '•CIE■■11■IE■■11■1■i ��.:7i ��.:7� lln■■■1 unnu■■L- - u■■■unl mm■■■nn■■■n■ul unREPRODUCED,CHANGED OR -:- -----___------_sal■11■■n■110� . n.. n1■11■■nil■In■n■n■■ n1■Ilnrn■n■.n■n■.■Ln■E] 1 vl■ln■n■n■■I Iu■■al■I n1■lu■nm■■�l�mmmn Inu■n■u■■n■11■■1 11 ■■■nil/a■■1■1■■■alal■■E■Ial/■■r:11I III III 1111I1 Iln■n1■1■n■■I/Inp11 IIa■■■1■1■■■■I■1■■■■IElan■■I■I ''��'� 0�.u■unn■■n................r■nnn Inn■nlnlnEnlnlnn■■In1ns■■I _- In■■1■In■nnaNEnln __ n■ COPIED IN ANY FORM 1■nnnml■n■■nn1■n1■nr.Il l l I l l II I II I OR MANNER s■1■nntnnl■■■un■nl an1E■■1■n1■■nnal■Nnun1■nN1■I' 1 II ■ WHATSOEVER WITHOUT FIRST \■ - �1■■1I1n■n■anl1■unnlElan■1■Inn n/:::.Illlll 1r1':1�I..I.I I I.I-II nII� 1■1■INnnn1■nnal■IN■I ■uIu■On■■u■n1■nIIu■■n■1l■■tolu■■u■1m■11■n■■M1Y■1I1�.I L-��I-�I.��I-'-11-II11 I 1:I I•I■II■uINIIlmn:m■11�■■um■1m■11�■■n■Il■■InI■n■NmI■m11■�■mN■atn■llI IIlNnnn11■l■■I 1Ia/n■■■tnen■a1■l■■ItIm s11s1■■EII■1■e■11■1■N■ 1 II 11 1 I■■11a1■■■11■1■■■11■ s■ n■■■naIE1■IInn■■nNNI1■■1I1/n■■N■n11■■I1INn■■NNOn11■■IIInNn■nNIl■■1I1n■n■NNI1■■IIIn■■■nna11■■1I1n■a■nneI■■111111 PERMISSION AND CONSENT OF ioonnn■IIn■■IEIINE■r■IP1■ l � n1■11s■■1■II■■■1■IIn■ mun■nn . ulnIln MINIM -- THSIDE DESIGN ASSOCIATES. :■1_ n r _ an:ene:_N1ea■e_neen aneeneleMle/s!eNreeeleel■eaeen■s _ \I�!,l l[IlM 1!4 Iee!Nlea■Ieneeeleeleeaeeele :as:_ne::n1_aa:_a1e_■1_ale:ne::lEeele::■e:Ise:■■::■e:r■e:aar--------- — _---- ----�-�-.�I�:�i,�•�►��- �r�� :' ! 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PROPOSED Iiunnunnunnnonnl■unuon► �memnn■ummom- l .onimeni ng - - � iuununnmmunnuul■nmmnu. �nn1■nnNl■nuumnl••. � _ ion■1■■■nn■■■nn■■Eunonm■■■un■■o. ■■nmo■un■unnl■1®- \ - innu■nnnol■na■nnn■n■uun■uunnl. _ CLEENNTSEGIR �/■nnn■unn■■•-•----•••-•--•-•--■nnn■n■lno, u1� unun■nuaun nnuunlm■nl► �.:. e • rmunl■nuun■1 ; j�� lm■n■1nn1■m■■, nrl �In■In1■M■IlN1■■■11■1 1■1■n■11■IE■■11■1■■■`��--1■r�\ • -••. ■I■n■■■1■Il■■■1■11■I ��•1_•�`O In■MI■Iu■■1■■s■■IL,= �I■11 �� ■In■■NINI■►EI �= -- noun■nnn _.: `- IPA\ N'7�:'- [N■1■1■■M■1•Il „■. ■.■■ ■■■ ■,l I.�:jIMI■In■nNll ■■Ili .I.:�I■.: 11■I 7I INN■aL:.J■ N.:.9■■IIn1■■■I IL:!■1■ IEII "1��■1-■■o■�t'l ,■■ ■■I■ ■■■ ■■■ I■YNI■11■■n■ ■p■■ IIi11n■ 1■II ' fififfilwiffififflis o■■1■■1■mrn �9■■ I■1■■Nl ■l■ I■■I■I■■OI■Il ■'■,■ .■, O/ I■na■I■1nn11 — _ n■1■■I Il■I nn■IINI■a■IINI N1■n■11■1ENEI Ennis loll 1■1■IIn■nE111 ■:,■ ■,, 1■■■1■In■a1■ I■llN■ I■11 • lal■n■NI■InEn1■laa■■ Ealnl■n■n1nnEN1■I■1 ■■■n11 la■1 musliumill muiwui�j NS 1■n■uI■nonmoll ■■■ ■�■ nuuunun■mm� — _ �nonl nE Illf IIIII EnnunmumnNl luunnn■n■nrn■u II1 milm■1 n■I u■un■unnE■nm u1■■nn1■unuu■I ■Inn In1 ■ �� nmumma■n■nn nunnn■u■uum ■e_ IEnn mI � \ - Inn■uun■nmur -numonnMEnu■1 our un �, Y • . ® • 2 Eel � • OF GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL o BE 2x6 @ 16"O.C.UNLESS • _ - _ OTHERWISE NOTED. 5 CONTINUOUS RIDGE VENT y _ 2.ALL INTERIOR WALLS SHALL MAIN HOUSE, EXISTING RIDGE BOARD OTHERWISE NOTED LESS GONiINU01Y RIDGE VENT 2ND FL.FIN.CLG. 12 - - - - - - ASPHALT ROOF SHINGLES - - - - - - 3-1 V^16 LVL RIDGE - - - - _ - - 12 3.CONTRACTOR SHALL VERIFY 5/5•COX SHEATHING EXISTING FRAMING ALL WINDOW ROUGH OPENINGS 15a BUILDING PAPER INSULATION PER CODE, _ - , PRIOR TO ORDERING WINDOWS. _ o 2X4 W ac. - I - INSULA71ON PER FADE,77P. 4.CONTRACTOR SHALL VERIFY P (MIN.)CLEAR AIR, EXIST.FRAMING 12 INSULATION PER CODE 12 TYP (MIN,)CLEAR AIR, TYP ALL DIMENSIONS PRIOR TO [Ir COX.SHEATHING Qa TWIN HOUSE. INSULATION PER CME,.TYp. - CONSTRUCTION. CONTRACTOR / 2xB TIES 6 I6'o.c. NEW IX SOFFIT W/VENT VACR- - / - - - - T.O.PLATE p.(MIN.)CLEAR AIR n.p ALUMINUM GUTTER MAIN HOUSE' ASSUMES RESPONSIBILITY FOR VAPOR BARRIER - / / �/2•GYPSUIh OVER Ix3 3 $ _2ND FL.FIN.CLG. ANY MISSING OR INCORRECT TYVEx HDU5E►NRAP / / FURING B 16'O.C. MAIN HOUSE. I NEW IX SOFFIT W/VENT - - DIMENSIONS NOT BROUGHT TO SIDING. ELEvs.)-. -. - .-.- -.- _ A•6 FIN.2ND FLOOR - - THE ATTENTION OF THE - - - - - -- - - 2 WIND BLOCKS BETWEEN I/2'GYPSUM OVER Ix3 - 3- 1 3/4'x7 1/4' LVL HEADER - 3- 1 3/4519 1/4•LVL"DR. J - RAFTERS,-TYP. 3-1 3/4'x7 1/4•LVL FURING i 16'O.G. © _ _ o DESIGNER. IX FASCIA W/ -.HEADER - _ 'F .. INSULATION PER LADE - ALUMINUM GUTTER H - ��' I/2'COX. S'bNFATHING ih AZTEC COMPOSITE F• F IX SOFFIT W/VENT M� � _ I/2•GIB - MAIN HOUSE, - RAILING SYSTEM _ 5�' © IX FRIEZE _ _ _.-.-__ -._ - p yy _ _ Lp R VAPOR BARRIER - -T.O.PLATE Ix DECKING ON P.T. 0 1J m 3-1 3/4'x7 1/4' LVL I '" - - - - - - 2-Ip4'z9 I/4' LVL - ♦.- - TYVEK I4OU5EWRAP DECK FRAME ate,- MDR. °D 12 i�rl BEDROOM CL. FL HEADER 51DING(SEE ELE'V5.) MAIN HOUSE. i - �' —.-.-.-.- -6rz.- -.-._.-.-.- - -.- -.-.-._ FlN.2ND FLOOR FAMILY RM. , VERIFY EXIST. FRAMING 12 - - - - _ - - MAIN HOI15E, 10 II NO. REVISION DATE m♦, FM,IST FLOOR 3/4k7.a/4' LVL 3-1 3/4'x7 I/4' LVL HEADER EXIST,a110'e 1 k'os. EXIST.2x100e 1 k•o<. - - b9' P.T.3-I 3/4k7 I/4•- U 9 _ P.T.2x10'#®f2o o.c. FEMA ZONE AE LVL HEADER w 8 ♦ O COPYRIGHT STEEL BEAM WI GALV.STEEL 3- 13/4 P.T.2x6'#I IV o.c. W/ (q O'O) - 2x5 P.T. LEDGER Iu/2-5/8' ♦ m 6 7 k Ix DECKING ON P.T. NORTHSIDE HEREBY EXPRESSLY FLUSH FRAM VIA. LAG BOLTS 16'O.G. Lg, I RESERVES ITS COMMON LAW HANGERS, TYP. ER, In'PLYWOOD, TYP. ;p S ap _ _ _ _ _ _ _ _ �© _ _ _ _ _ _ _ _TOP OF_FOUND. I L� I DECK FRAME COPYRIGHT. _ 2x10 P.T. LEDGER STEEL BEAM WfOX45 - - - Io w 2.5 P.T. DECK 9 - THESE PLANS ARE NOT TO BE w/2)W DIA. 6 FLU514 FRAMED REAR GRADE JOIST 12'O.C. IY ^ A.7 LAG BOLTS I6.O.C. .6 LLII P.T.3-2T ne REPRODUCED,CHANGED OR PITCH SLAB lb'PER 2xG P.T SILL 5.5' FLUSH NOR. J 2-1 3/4"1/4' LVL 9 �i = COPIED IN ANY FORM T MANNER MAIN HOUSE. . W H W/SILL SEALER _ _ -FLUSH HEADER_ '� - �,- - - Fl_N.IST FLOOR WHATSOEVER WITHOUT FIRST _ OBTAINING THE EXPRESS WRITTEN FOOT TOWARDS DOOR 2-115 CANT,T48 TYP, EXIST.2xI0b•k'o.c. IZ ... T39 PERMISSION AND CONSENT OF ARAGE — — — — —.—.—.—. —.—.—.—. —.—.— — J.. FEI-LA ZONE AE yv TEL"may) NORTHSIDE DESIGN ASSOCIATES. INSULATION PER CODE 10 P.T.2-2x5 - . - tV w FLUSH MDR. _ BASEMENT FLR STAINLESS 2- 13 4' LVL 9 ' . IW THICK x".-6' 4S' —.- -. .-RANGERS EAMi ftUSFE Z-.---.-.-. - -.-. TOP OF FOUND. w -2xb P.T. DECK TO.d 4'CONC.SLAB 014 ON CONT,CONCRETE HALL Of 6 T JOIST 12'O.G. BUILDER: $Z / ID MIL VAPOR RETARDER CONCRETE24FODTING o L 4 \F ^ _ 2x6 P.T. LEDGER VERIFY AND MAINTAIN J w/2)96• 5.5 A.6 i 4'CONC.SLAB ON DIA, LAG BOLTS 16,O.C. I - ? 10 MIL VAPOR RETARDER 4'FOOTING COVERAGE o= E 2-#5 CONT.TIB TYP. BELOW GRADE BASEMENT BASE A BUILDING SECTION _i ..1._ _ _ ... ......... . .. . PROVIDE 12' DIAM. SONOTI/BE - •.. ...._ . . . I_-. \ / 4.5' FOR COLUMN FOOTING T ABOVE DESIGNER: NORTHSIDE FOR COLUMN SUPPORT ABOVE PROVIDE 10*W/BIGFOOT FOOOTING CUBE b'COMPACTED FILL CONTINUOUS RIDGE VENT FOR COLUMN SUPPORT ABOVE W6X6 W2.9XW2.9 TOP IB OF SLAB 7 EXISTING RIDGE BOARD _ - - + A.7 DESIGN 12 BUILDING SECTION nssocln�rFs ,2� - � EXI ING FRAMING. B. DISTINRNE RESIDEMIAL&COMMERCIAL DESIGN ST - 141 MAIN STREET•YARMOIRHRORT•MA 02675 - - (509)362-2230 (508)362A802 EXIST.FRAMING 12 NORTHSIDEDESIGN.COM INSULATION PER CODE,TYP. INSULATION PER CODE,TYP. - - NORTHSIDEl®COMCA5T.NET (MIN.)CLEAR AIR,TYP 1•(MIN.)CLEAR AIR,TYP I' MAN{NO19E- _ NEW Ix SOFFIT w/V€!+L. 2ND FL.FIN.� STRUCTURAL ENGINEER: i/ ♦♦ - -.-.-.-.-.-.-.---. CONTINUOS RIDGE VENT -m] 3-2x4 w 1/2'COX - //i M TT I CATION ALUMINUM GUTTER - ASRaLT ROOF SHINGLES 2-1 V;'x11 7/5'LVL RIDGELOR FLITCH PLATE 16' NEW IX SOFFIT W/VENT v - 2,10 RAFTERS•k' LLC / ND ALL BA �15. I 5/5•CD%SHEATHING Qt L N 5#BUILDING PAPER 12 / / ♦ . �,z B r , - INSULATION PER CODE, TYP. . . Q ♦ - TA.PIN LATE P(MIN.)CLEAR AIR,TYP - - - `'— BEDROOM BATH - - - -..- -. -._.- -.-:_ c - - 2x WIND BLACKS BETWEEN - T MAIN HOUSE, H 3-1 3/4'x 9 1/4' / // - RAFTERS, TYP. APARTMENT. - - - - - - - - - FlN LOO_2ND FR - LVL HEADER / - FIN.CATHEDRAL VERIFY EXIST. FRAMING - --- - ^ - - - ---.- - -.- - - - - Z -' 3-1 3/4%7 1/4' LVL 'n ;p IX FASCIA W/ APARTMENT TA.PLATE p F HEADER � 3-I 3/4'117 I/4'LVL ALUMINUM GUTTER I!�L O H b EADER - - IX SOFFIT W/VENT _ KARD <.. IX FRIEZE o - O B - O 1 2 � o i d 3-1 3/4k5 I/z' LVL , RESIDENCE A.6 / BATH BEDROOM B HDR 204 LONG BEACH ROAD FIN.�ieT FLOOR _ _ _ _ FINAP_T . CENTERVILLE,MA. I EXIST.Z I&.•16'os. EXIST.2.W.1 16'o<. P.T.2x6 WALL - - - - - EXIST.2.W.0 k'O.C. 133 2d.._FE7IA.ZONE AE,-- c- _ _ _ _ _ -FEMA ZONE AE _ \ / STEEL BEAM W1045 W/1/2,PLYWOOD, (EL 12A� _ -.- INSULATION PER CODE - - - - FLUSH BEAM - TYPICAL I _ - - - -_- - -. TOP OF POND. P.T.2x6'#0 16'o.c.1N/ .-'-_- - - -TOp OFFOUND. r' TITLE -.- - - -2z".T-SILT.-.- -.10:0, -.-.- - ---.FM -$j- -IOD�Tfj. - 'W/SILL SEALER •PLYWOOD, - SECTIONS n LY D, TYP. _ REAR GRADE v . lo'THICK x 6'-0'3 4'CONC SLAB ON B.a 10 MIL VAPOR RETARDER CONCRETE WALL ON c. NOTE CONTRACTOR TO REVIEW BASEMENT ca RETE Oor1I1K D 2-N5 CONT.748 TYP. EXISTING FRAMING FOR SCALE:1/6"=t'-o" _ BASEMENT - srRucruRAL INTEGRITY AND. - - - — —'— G - - — 2#5 CONT.T48 TYP ��FLR - _ F�_- DETERMINATION WILL HAVE TO -. ... i I 4.5' ...I.,., i- I 4.5' LLIIFTP�ND EXISTINNGE FRAMING 15 0 1 2 4 8 IS 6'COMPACTED FILL PROJECT#: SHEET . W6X6W2.9XW2:9 TOP 1/3.OF SLAB- 17-01 A,5 BUILDING SECTION D BUILDI,NG SECTION FOR CONSTRUCTION DATE: OF v 10/17/17 13 y._. �. r �:� 4 i � .. �t i +a .r :,., S '�, s ,.v� r w. 1+:,4 ; ''C, � �� -,� � a,.. GENERAL NOTES ` 1.ALL EXTERIOR WALLS SHALL. - BE 2x6 @ 16"O.C.UNLESS r - - OTHERWISE NOTED. - - 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. _ - - - 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. _ BIT.JOINT FILLER, - TOP OFF WITH FLEXIBLE - - `. _ 4.CONTRACTOR SHALL VERIFY JOINT SEALANT ,„ W6x6 W2.%M.9 TOP SIDING SEE ELEVATION I - ALL DIMENSIONS PRIOR CONTRACTOR TO DO NOT N CETE WALL � d�" � 1/3 OF SLAB � 6 MIL. POLY VAPOR BARRIER ' _ � � - � � ASSUMES RECONSTRUCTISPONSIBILITY FOR UNTIL CONCRETE HAS "TYVEK'HOUSEWRAP • - ATTAINED 7 DAY STRENGTH � � � - - I� - � � 72 ANY MISSING OR INCORRECT AND BOTH TOP t BOTTOM 4'CONC,SLAB Yi'G.W.B. OF WALL ARE PROPERLY � IV COX PLYWOOD_ I.. - nA�T�CRILIXISRTI�NG SHIILES Rv DIMENSIONS NOT BROUGHT TO SERCURED. .I ° _ 2x4 Y I6'O.C. I 'Yi'TtG PLYWD.SUBFLOOR THE ATTENTION OF THE d: GLUE t NAIL TO JOISTS DESIGNER. 21#5 REBARS, CONT. \\//\\/ ° yI. d . : PER CODE" ___ I TOP t BOTTOM .1 I �'CDX SHEATHING . V CLEAR AIR MIN. //\/ Yi'CDX P.T. PLYWD. - - (MIN.) - - CARRY DAMPROOFING \ a..I BOTTOM 6' zx WIND BLOCKS BETWEEN _ /\ \ \\ PILL,L, 2x10 RIM JOIST OR DBL. PERIMETER OVER TOP OF i RAFTERS, OCK FOOTING, TYPICAL 6' o �\/\ \j\\/\\ - ICE AND WATER BARRIER MEMBRANE " CARRY UP 3'-0' FROM EAVE \ / \//\\// ..c. NO. REVISION DATE 2.4 KEYWAY /\\/\\/\ - AL. DRIP EDGE \ la NOTE: OVER.ICE t WATER BARRIER _ O COPYRIGHT CONTRACTOR TO REVIEW '_ NORTHSIDE HEREBY EXPRESSLY ,- - I - INSULATION PER CODE EXISTING FRAMING FOR RESERVES ITS COMMON LAW � STRUCTURAL INTEGRITY AND ALUMIN.GUTTER COPYRIGHT. DETERMINATION WILL HAVE TO THESE PLANS ARE NOT TO BE LIFTED MADE WHEN TING IS I — /5KIM COAT IS EXPOSED I - oN Ix STRAPPING Y Ib'PLaSTER COPIED INAENY CHANGED OR MANNER LIFTED AND EXISTING FRAMING CORA-VENT STRIP VENT FIRSTWHATSOEVER WITHOUT BTAIN NG T E EXPRESS WRITTEN P.T.2x61a! 16'D.C. BED MOLDING PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. NOTE, FOOTING SHALL BEAR ON COMPACTED I �i'G.W.B. IX FRIEZE GRANULAR FILL OR NATURAL UNDISTURBED I SIDING GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, - VEGETATIVE OR ORGANIC MATERIAL. NOTIFY - I TYP wWALLI - BUILDER: , ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS -ARE ENCOUNTERED. .. 2x6 P.T. SILL I - _ SILL SEALER I - TYPICAL SLAB t FOOTING YPICAL EA E DETAIL SCALE I-1/2' P-O" '..eih SCALE 1-1/2° = P-O' FILL t TAMP 5'OUT FOR II - _ I'/FT.SLOPE,PROVIDE m --0 12'BED OF%'STONE - JI - CONT. r WHERE NO GUTTERS ll _ t AROUND ALL OPENINGS ENOP ING5 - - _ DESIGNER: NORTHSIDE WW ANCHOR BOLTS•36,O.C. ® DESIGN MIN. r EM DMEI� ASSOCIATES PLATE WASHER DAMPROOFING BLOW GRADE -I d - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN d , 141 MAIN STREET•YARMOLITHPORT'MA 02675 NOTE: (5011)M2-2210 (5011)M2-W2 CONTRACTOR TO REVIEW NORTHSIDEDESIGN.COM �• - - EXISTING FRAMING FOR NORTHSIDUL.COMCAST.NET . - STRUCTURAL INTEGRITY AND - DETERMINATION WILL HAVE TO 2 TYPICAL SILL DETAIL LIFTED""DE D WHEN"°NG 15 FRAMING TYPICAL EXTERIOR 15 EXP 5ED EXISTING FRAMING STRUCTURAL ENGINEER: • - - WALL CONSTRUCTION TAYLOR t"QUIGN LLC COORD. DIM.W/ - - Ac B•DOOR dPT4ICKEN TO a, DOOR LOCATION - - _ .- ALUMINUM FLASHING - - GARAGE DOOR SHINGLE RIDGE CAP - 2'_O' ' Z,10 P.T. LEDGER - - ROLL VENT w/2)W DIA. l4iZ7 LAG BOLT5 IV O.C.IYa11i'xY�' RIDGE BOARD(STRUCTURAL GALV.ANGLE w/-#4 15#FELT PAPER 51ZE5 MAY VARY) � CT■ STI 2xANCHORS B 3'-0" 5/B'CDX PLYWOOD J I5T5 i Ib'o..c. ED O.C. MAX. RAFTER VENT WHERE INSUL. W6X6 W2.Iww.9 (MIN. P CLEAR AIR) RD Y TOP 1/3 OF SLAB 12 2x10 P.T. DECK 2x10 RAFTERS P 16'D.C. Qe JO15T I6'o.c. INSULATION PER.CODE _ - I D E N C E APROVIDE f LATER 5/8' 204 LONG BEACH ROAD - � - TYPE'X' FIRECODE GWB ENTIRE GARAGE t CEILING - _ - CENTERVILLE,MA. .° _ q OVERHLVL HEADER FOR .- . d - STAINLESS STEEL d EAD DOOR - ..d ..• ° JOIST HANGERS ' .BLOCK DOWN AS REQUIREDTITLE: - . 2x4 KEYWAY - - OVERHEAD GARAGE - d ..:'r'y.•'':, ' ,it x�'� _ - FOR D.H.GARAGE DC10R DETAILS .^,.g .°. ;:ti•' .'`c:'^>'..•:<..... •,c'a`` '�3:S - DOOR 2 0#5,REBAR5, CONT. ' .;.`.• ,V.:i?.. '� '.`•^<":°• .'.t:�..•;•\�\ y Tai•'�e=L1�`.'•a�.:i.aa k is,•..::.i'1"K ..a .d � V,ti•:°;':,;.:\• /.f /•: .�y :��: .� ` ° d. i/ j�%/\�/\\j� sCALE:vs„=1,_0„ 6'COMP. / TALI � 0 1 z a a�TYIEALDEoK LEDGER % @IYPA II'D EVTEN D E PROJECT#: SHEET 17-01 A.6 �1GARAGE APRON DETAIL SCALE 1-I/2° = 1'-0° FOR CONSTRUCTION DATE: OF 10/17/17 13 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL P - BE 2A @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL - - - - - BE 2x4 @ 16"O.C.UNLESS _ COMPOSITE.DECKING OTHERWISE NOTED. - _ 3.CONTRACTOR SHALL VERIFY - - - - - ALL WINDOW ROUGH OPENINGS JOISTS Ps.IzP Cc. i 3/4'COMPOSITE TRIM - - - - v PRIOR TO ORDERING WINDOWS. SEE FRAMING PLAN .- - - 4.CONTRACTOR SHALL VERIFY 2-2x6 P.T.HEADER 1 - - ALL DIMENSIONS PRIOR TO - - CONSTRUCTION. CONTRACTOR - - - ASSUMES RESPONSIBILITY FOR _ - - - ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. 6'x6'P.T. P05T - - .O - r O _ - • SIMPS J ABU66 PROVIDE 10'DIAn.SONOTUBE GALVANIZED J015T COMPOSITE DECKING W/BIGFOOT FOOTING(BF25)OR(BF36) 0 HANGERS, TYPICAL FOR COLUMN SUPPORT ABOVE - i. - --BEAM SIZES VARY NO. REVISION DATE 2-2x8 P.T.HEADER �� - BEAM SIZES VARY 1- m 2.8 P.T. DECK © COPYRIGHT Q 6 - JOISTS 12'O.C. BLOCK OUT FROM BEAM T14RU-50LTED NORTHSIDE HEREBY EXPRESSLY SEE FRAMING PLAN TO EXTEND SKIRT BD. RESERVES ITS COMMON LAW - i PAST SONOTUBE COPYRIGHT. W BLOCK w/P.T.PLYOOD THESE PLANS ARE NOT TO BE WELD @ EACH REPRODUCED,CHANGED OR SInP5UN A5U46 BRACKET TO BM. COPIED IN ANY FORM OR MANNER - _ - WHATSOEVER WITHOUT FIRST - OBTAINING THE EXPRESS WRITTEN - " - PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. - - STEEL 'L' BRACKET EACH SIDE - CONNECTIONS PER AISC BUILDER: 3TYPICAL PORCH POST DETAIL 8 TYPICAL DECK HEADER CONNECTION n STEEL BEAI"I TO BEAI'1 CONNECTION " SCALE 1-1/2' P-O' SCALE 1-1/2' = 1'-0"" �I SCALE DESIGNER: NORTHSIDE ® DESIGN ASSOCIATES • ' DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT•MA 02675 - - (503)362-2210 (506)36M= - NORTHSIDEDESIGN.COM • - N0RTHSIDE1@C0MCAST.NET STRUCTURAL ENGINEER: YLOR . H LLC ca P D RD ESIDENCE 204 LONG BEACH ROAD CENTERVILLE,MA. TITLE: DETAILS SCALE:1/8"=V-0" 0 1 2 4 8 PROJECT#: SHEET 17-01 A.7 FOR CONSTRUCTION DATE: OF 10/17/17 13 GENERAL NOTES • - - 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 r - ALL WINDOW ROUGH OPENINGS DBL TOP PLATE PRIOR TO ORDERING WINDOWS. - -i - 4.CONTRACTOR SHALL VERIFY tj ALL DIMENSIONS PRIOR TO RAFTER @ 16' O.C. - _ - 'I"' - - 2x6 DBL TOPPLATE - - - CONSTRUCTION.CONTRACTOR I ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT 2x STUDS @ 16' O.G. DIMENSIONS NOT BROUGHT TO - SIYIP`iON SP6(20 GA.) - I THE ATTENTION OF THE 0 . u0e H2.5 @ EA. RAFTER - - - - _ DESIGNER. 2x STUDS @MI6. O.C: I I I � n TOP PLATE - •yam �,y DBL BTM PLATE HEADER _ FULL MGT. STUD NO. REVISION DATE . MDR UPLIFT STRAP r . CIc STUD - `` �_ .RIM JOIST" ti - a O COPYRIGHT WINDOW SILL -. PLATE - NORTHSIDE HEREBY EXPRESSLY AFTER O A. CONNEC ION ''._ LODR JOISTS RESERVES ITS COMMON LAW SCALES N.T.S. COPYRIGHT. SILL PLATE — 5/5 ANCHOR BOLTS @ 36' O.G. THESE PLANS ARE NOT TO BE �R T T PL TE T REPRODUCE CHANGED OR NEW FAMILY ROOM MIN. 7 EMBEDMENT D, ED w/B'x3•xl/4' PLATE WASHER � - � � _ COPIED IN ANY FORM OR MANNER • - - WHATSOEVER WITHOUT FIRST - - I • OBTAINING THE EXPRESS WRITTEN 12 GA.•ANCMOR5 TYP. - $ dI PERMISSION AND CONSENT OF I/2' COX. SHEATHING DBL.BTM.PLATE SILL PLATE TO TOP PLATE _ .s NORTHSIDE DESIGN ASSOCIATES. ' P -SEE NAILING SCHEDULE a• - 5/8' ANCHOR BOLTS @ 36' O.G. BUILDER: MIN. 7' EMBEDMENT w/3'x3'xl/4' PLATE WASHER - - L� STUDS 4 HEADERS 4�SILL TO PLATE CONNECTION Lu/ SHEATHING SCAL.E.N.T.5. - c SCALE,N.T.S. NEW FAMILY.ROOM - NEW FAMILY ROOM DESIGNER: NORTHSIDE DESIGN ASSOCIATES JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING DISTINCTIVE RESIDENTIAL&COMMEROAL DESIGN - COMMON NAILS BOX NAILS - 141 MAIN STREET'YARMOU PORT•MA 02675 (5011)M2-2230 (508)362A= - - • NORTHSIDEDESIGN.COM ROOF FRAMING - NORTN51DE1@C0M—.NET. BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-IOd EACH END - - - RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END - - STRUCTURAL ENGINEER: I/2• CDX SHEATHI CONTINUOUS HEADER TAYLOR WALL FRAMING � � °� - - - - � - - @LE OPENINGS TOP PLATE5 AT INTERSECTIONS(FACE NAILED) 4-16d 5-Ibd AT JOINTS Al LLC 1 1 /"a STUD TO STUD(FACE NAILED) 2-16d 2-16d 24"O.O. - - N HEADER TO HEADER(FACE NAILED) Ibd 16d 24"O.C.ALONG EDGES - \` FLOOR FRAMING J015T TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d - 4-I0d PER J015T •A - - BEAM 4 5TRAIP - - I NAL Bd C M'rm! EXTEND HEADER BLOCKING TO JOIST (TOE NAILED) 2-8d 2-I0d EACH END �. - NALS @ 3 O. TO KING STUD T I 3-16d 4-16d EACH BLOCK 6v t BLACKING TO SILL OR TOP PLATE TOE NA LED C ) LSTA @ EA. RAFTER LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH J015T 2ED - _ NAIL TOP PLATE - JOIST ON LEDGER TO-BEAM(TOE NAILED) 3-8d 3-10d PER JOIST - D15TANCE 2- 5/5' ANCHOR BOLTS TO BTM. OF MDR. P1®O BAND JOIST TO J015T(END NAILED) 3-16d 4-16d PER JOIST - - - w/ 3'x3' PLATE WASHERS 2 ROWS 16d NAILS �►� BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT _ - - - @ 31 O.G. ROOF SHEATHING CIPENINGG WOOD STRUCTURAL PANELS RIDGE BEAM FOUNDATI i�a_ •, - - NICE RAFTERS OR TRUSSES SPACED UP TO 16'O.C. ad IOd 6'EDGE/6' FIELD RAFTERS OR TRUSSES SPACED OVER 16'O.C. 8d 10d 4"EDGE/6' FIELD NOTE. - i; _ _ - 204 LONG BEACH ROAD RIDGE STRAPS ARE NOT - - CENTERVILLE,MA.. GAB LE ENDWALL RAKE OR RAKE TRUSS w/o CABLE OVERHANG 8d IOd, 6'EDGE/6'FIELD - - REQUIRED WHEN COLLAR TIES OF GABLE ENDWALL RAKE•OR RAKE TRU55 w/STRUCTURAL- Bd lad 6'EDGE/6' FIELD NOMINAL Ix6 OR 2.4 LUMBER OUTLOOKERS - ARE LOCATED IN THE UPPER - GABLE ENDWALL RAKE OR RAKE TRU55 w/ LOOKOUT BLOCKS Bd IOd 4'EDGE/4"FIELD THIRD OF THE ATTIC SPACE AND - - ATTACHED TO RAFTERS USING - - CEILING SHEATHING 5)IOd NAILS EACH END A ROW WAL B ACIN TITLE: GYPSUM WALLBOARD 5d COOLERS - 7" LAGE/10' FIELD - DETAILS • E F LY ROOM WALL SHEATHING ID E BAND STRAP NW AMI WOOD STRUCTURAL PANELS - c SCALE ,N.T.5. STUDS SPACED UP TO 24'O.C. 8d IOd 6"IAGE/12'FIELD - NEW FAMILY ROOM SCALE:1/8"=1'-0" 1�•AND�2'FIBERBOARD PANELS Ed - 3' EDGE/6' FIELD GYPSUM WALLBOARD 5d COOLERS - 7"EDGE/10' FIELD 0 1 2 4 8 FLOOR SHEATHING PROJECT#: SHEET WOOD STRUCTURAL PANELS t7-O.1 1 A.H 1'OR LESS Bd 10d 6"EDGE/1' FIELD GREATER THAN V (Od 16d 6' EDGE/6'FIELD - - • OF CONSTRUCTION DATE: 10/17/17 13 • GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL • el'-8° BE 2x6 @ 16"O.C.UNLESS - OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 24'-10' 52.-0' 24'-10' BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 15-01 5'_O' - 12'_0' 3.CONTRACTOR SHALL VERIFY .6' 4'-01 6• 4'-0' 12'-10'- ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL.VERIFY - 5 2-2x6 P.T. HDR. ALL DIMENSIONS PRIOR TO 2.5 P.T. LEDGE R CONSTRUCTION.CON TRACTOR ACTOR /2_5/Br VIA. P.T.216'e O ASSUMES RESPONSIBILITY FOR LAG BOLTS 16'O.G. 12'°•0. ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. 4 + -- - 21B P.T. DIA - - _ _ - --- ------ -- -- ----_ w/2-5/8° DIA. BOLTS 16, P.T.Z:Bb O FLObRD�T�E;IT6 B7'•1 T T—I T CpIN TH •'a'Ir T ——————— 1z•o.�. {v \ \ I I I I ( sdIIIS" �dIf11 I -. OFl COMTE YIALLI - I. @ STONE VENEER "_f'•� 2dx10' _� RETAINING WALL 1 II I I I IXISTIIING 2x10 FLOOR JOISTS O.1 oc. - NO. REVISION DATE 2 216$•.T.HDR. _ 2- 1 3/4'x 9 1/4' ` �'T 1 © COPYRIGHT LVL FLUSH II 11Tilt 2- 113✓4"x 911/4' i I yy1 I UP/DN. •? P pprT POST NORTHSIDE HEREBY EXPRESSLY 10LVL FLUSH I I I I I 1 I I I -1• 1 m ` UP/DN. UPON. RESERVES IT COMMON LAW y I I I I I I I I JL_ _�_ -- -- -- COPYRIGHT. S i _ I I '- • 9' IS'- ' I �-'1p-- I' - THESE PLANS ARE NOT TO BE i `` _ _ _ I REPRODUCED,CHANGED OR 1 I I -I I I I ( I I I I .1 I I 3121101 GIR ,Ep IT n COPIED IN ANY FORM OR MANNER 1 �L� JIL J� 6 �L� �IL JL�Ab JLA I1 I 11 I �N. I I IT I0, ` I ( I WHATSOEVER WITHOUT FIRST i - D I OP aF DA ION I - OBTAINING THE EXPRESS WRITTEN A.5 -1r ��r �� TS 4'x4'x25' I 1 I 1 ZllL I .04'IO GI1BLd I I 3'-0' 9 PERMISSION AND CONSENT OF I ( I 1 I JIII II 1 1 II I I 1 I I IL� 11 NORTHSIDE DESIGN ASSOCIATES. II TE44L B WI I II 15T SkiT 101�1 I I - I bosT .I' I I I I I 1 4 1 1 1 1 1 I I —J 01dzz II II I H ' ------ -------------- 1 1I __ _ I I I I I II I I 1 r9 I I EXISTING 2x10 FLOOR J015T5 I6'O.C. I I I I• p I � use D FLU M N I II I Ii h- I BUILDER: 1 1 Y" 1 i `11ANCi II u I I 11 I 11 11 11 1 1 I I I I I I I I I I I I I a I I I i 3'-0• J _ :I I I EAM POCKET, SIZE I _o --r-?~r r-r—r r-r tt--�II7—1-r 7 TII I I I 2VLI 3,FL 9 I/4° II II I II I I II I I I I I I I I I I I �oR MEr.BER I p I 1 I I 1 I 1 1 1 1 1 1 11 I 111 1 1 1 1 I u I- 1 r LL WJ �{ d 11� - 11� h1 1 I u �4'II4•x.i5•aa�Ut+ I �A �JL � JL �-L�I FLOOR BRACING 4'-0' o NFI 51 ILA - - �:I 1� I q��STp.BIe5E11'L�TE I E I IO.C. FIRST TWO I I I ( II I I.11 I I I III I IT I FRAMING,O I6,'°.c. _ All II 1 I 11 2'�'i IA.gANNG�{1pp�R I I �-'1r T, ��U--�..r T- 1 0 0 i----� JOISTS, TYPICAL I I I ILI—IJI I III r I I I I I III - IIII III I IIT�T1G°41 I I I 11 I I I I I I.....I.....I.... „• VnNh�HANG` I I n o g I I I I I I I I I I (EXISTING 2°lo FLOOR JO15T5 O I6'°.d I - 4I 111 I 1 11 1 1 1 II 1 1 1 I I 1 1 1 1 1 1 1 I 1 1 I p5�T4FLI filEpA,rryi�W1045 1 1 I �. G I I I I I I I I I I II I r 1 3/4"V4' III I I: 1 I I I I 1f- I II I I I1 I I R�A1c �. I I I I 1 I I I I I 1 I I I I I o b I I I VLe UNDER POST �6 B 3068 INSUL. ( i _ `•' - DESIGNER: NORTHSIDE TOP OF FOUNDATION I ITiii RIpGE.; I ' 10'THIdK x .' I 1 I- 111 'qTop�1OF I cONNECTIONs, I Ito MIN in F I WALL- 12.04'O GABLE I cq �TE WnLL 1 TMPI - I RATED 1 ' END , I 1 1 I 1 II II' DESIGN 1 I I i II II I' I I 4 J L 1� t- -J-11 J 'I J—L aL J—L 1�� I I I I EXISTING 2x10 FLooR JOISTS 16•o.c. 1 1 I` I I I I ASSOCIATES p,T T. AT I16'L. I 11—I INFI IL W/2.16 q B K• Y Tl 1 1 DISTINRIVE RESIDEMIAI&WMMERCIAI DESIGN 'NEG��ON I114O' I IIII hfA11fING1 a 1�•°• r——-——— — —— — — NP/4N• I I I •o.H. DOORS, TYPI I I I III' o I I 1 I 1 IGON NUQ/5 I2041d 11 1 1 II I I 1 I o - �1 T TI o 1 5• I BREAK AWAY Ij �� Ll}12'I I I 1 1 I 1 I r 141I2 22 0 YARMIXR;POI AA�0126]5 ' I I R E F�j�I�jG 'I I I 1, _I i _I CONNECTIONS, NGS —I--J— 1L—�--I�—�1 JI I Q p Y �I I O Q I ILL •��ICa4L——I L�—I_L —I I—L —� I NORTHSIDEDESIGN.COM je NEW P.T.2xlde O 12,O.C. i� 1 1 NORTHSIDHL.ONI A .NET -----�----------------- 2xlo .Y. LEDGER � -- - L j -------- -- ------ - 1 wr1- s/e' DIA. I YI 4L ll 3 1 STRUCTURAL ENGINEER: LAG BOLTS 16'o.C. 31 9' b. -a 9' 6. I TAYLOR o jI g .. L Typ. 3 1 x11 T ' I 1 - r I D H--Z 10 P.T. v �GI' �.' pD.TIA•,LEDGER w�- H IN F L L • SIGN LLC • I I A.5 - C B . G BOLT 16"O.C. I I c •o I I A.5 A.5 _P. . 10 I I �i I I I I 2-P. Io a 1 I I I NEW P.T.211de 0 12•O.C. RSTONE ETAINING / / _ _ I't __- _ —__-�_ \ PR / PROVIDE 12' DIAM. SONOTUBE STEEL BEAM WI2i26 / W/BIGfO0T FOOTING (BF36) FLUSH FRAMED STONE VENEER_ FOR DECK SUPPORT ABOVE A RETAINING WALL D A.s NCE / VT 6'-6' 6� 6' 2 -I' 6' 0 ONG BEACH ROAD Id-11' q'-6• 9'-O' I'-o 25'-I° I'-o° CENTERVILLE,MA. 25'-2' 29-5• 27-1' TITLE: FRAMING NOTE: P LAN F I R S T FLOOR FRAMING PLAN CONTRACTOR TO REVIEW EXISTING FRAMING FOR SCALE:1/8"=V-0" ' STRUCTURAL INTEGRITY AND _ - - - DETERMINATION WILL NAVE TO - BE MADE WHEN HOUSE 15 .,, LIFTED AND EXISTING FRAMING 0 1 2 4 8 IS EXPOSED PROJECT#: SHEET _ Z 47-01 S. FOR CONSTRUCTION DATE: OF 10/17/17 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 - ALL WINDOW ROUGH OPENINGS - PRIOR TO ORDERING WINDOWS. B - - 4.CONTRACTOR SHALL VERIFY - A 5 - ALL DIMENSIONS PRIOR.TO . - .•• CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT C - - DIMENSIONS NOT BROUGHT TO ❑ ❑ ❑. _ 'D` THE ATTENTION OF THE DESIGNER. I I I I I I . _ - EX15TING FLOOR-1019T PTO REMAIN - - I I ':1 I I I I I I_ I I I I I I I I ❑ ❑ ❑ NO. REVISION DATE I I i I GPI -IS�O0 TTII I ®I II coLunN DN © COPYRIGHT ' I I i I I HAMGERS,157fTP. I I I NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE • I I" €I I® I I I I I REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOE ER WTHOUT D _ E _JB V FIRST STEEL M WBX24 OBTAINING THE EXPRESS WRIT TE N L PERMISSION AND CON NORTHSIDE DESIGN ASSOCIATES. SENT OF ————— ————— 9 425 T5 4 A.7 .- downN ImI I f"I c.c{ III I I BUILDER: T54k4k25' .---------------- I COLUMN DN. • ® I I I I I� I I I I I I. I I II I I I I II I I I IQ I I I II I L. I I II I I I ................... ———__—-————_—_ .. P'05T UNDER RIDGE - I I Swill F,,I — i I1• TO STEEL BEAM DESIGNER: NORTHSIDE EXISTING FLOOR UOIST TO REIMMI I ( I I I I I % \ DESIGN PosT UNDER I I I I I it I I I II I IIIA— NORTHSIDE1@COMCAST.NET ASSOCIATES E -- RIDGE BEAM ABV.. I. // \\ DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN _ ❑ ❑ TS 4'x4k.25' 141 MAIN STREET•YARMOLITHPORT•MA 02675 COLUMN DN. 1503)362-2210 (503)362a D2 / \ _—————— / \ NORTHSIDEDESIGN.COM • , RAL IN STRUCTU ENGINEER: _ ❑ ❑ ❑ ❑ F TAYLOR D c SIGN LLC A.5 A.5 ❑ ❑ ❑ ❑ ❑ ❑ ❑. c ' B � PaR A.5 - ENCE. SECOND FLOOR FRAMING PLAN 2 LONG BEACH ROAD CENTERVILLE,MA.. NOTE, TITLE: CONTRACTOR TO REVIEW FRAMING EXISTING FRAMING FOR `STRUCTURAL INTEGRITY AND - PLAN DETERMINATION WILL HAVE TO BE MADE WHEN HOUSE IS _ LIFTED AND EXI5TING FRAMING 15 EXPOSED - • - SCALE:1/8"=1'-0" 0 1 2 4 8 ' PROJECT#: SHEET 1.7-01 S.2 FOR CONSTRUCTION DATE: OF 10/17/17 13 _ • GENERAL NOTES Y - 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16-O.C.UNLESS - OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16'•D.C..UNLESS - OTHERWISE NOTED. _ f i 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS 1 PRIOR TO ORDERING WINDOWS. 24'-10' 32'-0' 24-1o' - - - - 4.CONTRACTOR SHALL VERIFY - -0' 6'-O' I6'-10' - - - ALL DIMENSIONS PRIOR TO 1-0. P-0' CONSTRUCTION. CONTRACTOR (-- ASSUMES RESPONSIBILITY FOR ` - - - - ANY MISSING OR INCORRECT C • DIMENSIONS NOT BROUGHT TO B•{ _ THE ATTENTION OF THE A.5 A.5 DESIGNER. `L3:-$IIIIT 3/4I'x7 1f/ 4'IIIIII1lI �III.. II, IIII IIII 3III-1 3IIII/-54'x7°1/4I• LVL EADERVH 1-1-1-1-1— 1 —1-1-1- _ 1—I I I Tud RAFTERS ' A .. :a NO. REVISION DATE A.s m COPYRIGHT 11 I 1 ( I I A POST R FOST 3-1 3/4'x7 1/4' Po5T - - _ NORTHSIDE HEREBY EXPRESSLY I II 33 DN. ON. LVL NDR. DR. RESERVES ITS COMMON LAW I III 1Iw 1911411 °N _ — COPYRIGHT. FN 13-I I/4•LVL — - - THESE PLANS ARE NOTTO BE REPRODUCED,CHANGED OR I I L 1 - - - COPIED IN ANY FORM OR MANNER - {-' L T ——�— II �I I LU 4 H S ° IT WHATSOEVER WITHOUT FIRST D FRgryI� ��——_— OBTAINING THE EXPRESS WRITTEN A.5 I 111. 1 ?1�IATT t ME —I— 1 I ON. PERMISSION AND CONSENT OF 1 I I ?ICEIL{1G JPISTt BE PH 1 E FIOARfJ I I II I_I 1 ° _ _ _ _ NORTHSIDE DESIGN ASSOCIATES. ROOF BRACING 3-I 3/4'x5 1/2'LVL — —_ — u II II II —I� 4'O.C.FIRST HDR.TYP. LIMA I � I I I I 1 I I I I ,I I IX ST..�CHIMNEYI Td'I f I I o TWO JOIST SPACES NEW 2x10 RAFTERS!I6 o.c = TYPICAL _ _ 111 I I I I 1 1 I I 1 N IL Irn R 111 I 3-1 3/4411 7/5, BUILDER: — —_ —I— LVL HEADER ka1 �1 1 1 I 11 11 1 I 71 I I Ir1-1 I DBL. D 1 I I11 I I I I I I I I I I I 11 1 11 1 1 HI VL RI H 11 11 II PE_O BS— TE A UP T RITINGAFTEEW 0 RAFTERS! 6 o.c. —GN 3-I 3/4'x 9 I/4' uolTo °BCs°s " HEADER 2 11 Ire I- RAFTERS POGET L IL pG I I I I I I NEW 2x LV o - DESIGNER: NORTHSIDE POST UP ro \ I1 III I I 1 I I 1 I I I 11 1 II I — — �� — — RIDGE BEAR I 1 11 OBE I ST l D I I' I I 1 I 'I I 1 DBLI. 5TUO I II I 1 2 R DG BD � B .�L-° ERS1 I POST o DESIGN 11 POC rET —I _I I _€ _I I PO9«1 I II _I' 11 2-1 3/4 I ' 3 3/ q I °N' = ASSOCIATES B° __ — _ — _ -1 4' I/t y'1 — -- ———__ — -- LV VA L � LV V DISTINCTIVERESIDENTIAL&COMMERCIALDESIGN POrT VL VAL / \ ! 'Q —•1 •1—. •—•— —•1— 1 1 - 141 MAIN STREET'YARMOU HPORT•MA 02675 \ 3-2x4 W/ I/2'GDX 3-2x4 W/ 1/2'GDX NORTHSIDEDESIGN.COM DN. I \ 2 I /4 IFLITCH PLATE FLITCH PLATEI I' Isoel lsz-zuo Isosl asz-sfioz\ L VA LEI' • ———— ———— I 3-1 3/4'x7 1/4' LVL I \ I NORTHSIDEl@COMCAST.NET ——— ———— ..HEADER, TYPICAL / \ ROOF BRACING - Pos 3-1 3/4'x9 1/4' 4X6 POST UP TO POST TWO J0,9T�SPAOES - - STRUCTURAL ENGINEER: DN. POST UP TO POST ON. TAYLOR LVL HEADER 1,: RIDGE BEAM ON. C B LVL HEADER RIDGE BEAM DN. TYPICAL . A.5 A.s AA&ZESIGN LLC 0 P T A RD . As ' ENCE 25'-2- 2- 2' 27'-4' 27-I' - - 204 LONG BEACH ROAD CENTERVILLE,MA. TITLE: ROOF FRAMING .PLAN FRAMING PLAN SCALE:1/8"=V-0„ 1 2 4 8 IF PROJECT#: SHEET 17-01 S.3 FOR CONSTRUCTION DATE: OF 10/17/17 3 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL - BE 2X6 @ 16"O.C.UNLESS • ., - -r ,- £ y E - OTHERWISE NOTED. - -2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3 CONTRACTOR SHALL VERIFY - 24'-IO' 32'-0' - 24'-10" ` _ ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING.III WINDOWS 4.CONTRACTOR SHALL VERIFY • b" -a'-o' 6' 4'-0- 12'-10" - ALL DIMENSIONS PRIOR TO L w CONSTRUCTION.CONTRACTOR ..,.s ASSUMESRESPONSIBILITY FOR - -- - a _ x .ANY MISSING OR INCORRECT a _ - s , , - � 5 2 2x8 P,T. HDR.° � - a � .. r - DIMENSIONS NOT BROUGHT ' ROU HT TO ./2- /1 LEDGER 4- - a _ _ - - ,, ., w/2-5/5"DIA- �> THE ATTENTION OF THE ., . :,:.. LAG BOLTS O.0 I '6 - , DESIGNER. REVISIONS' + v • ,f G 2x8 P.T. LED - .. \t _ _ - ~.. 4 L r— — — 1� -I—r ----- _--_ -- ------- _ - FLOOD VENT5 TO BE I l0'THICK x-:_D. SMART VENx S' I - CONCRETE WALL -- - � C200 50,FT.COVERAGE?,. iy '. ., STONE VENEER -.CONCRETE FOOTING - I "-- F- .RETAINING WALL I /.(' 10'THICK2 2x8:P.T.'HDR.I ' IALL 12 CQICRETE 2F00� POS LVL FLUSH II 2- 3/4°.z 9 I/4° NG I 'UP/DNPOSTS POS N2 1 3/a'x a /4 NO. .REVISION DATELVL FLUSH Nl UP/ UP/D .314'CONCRETE FILLED ® COPYRIGHT l0STEEL LALLY COLUMN ON —---STEEL BEAn SIZED9 ' 6" " 'D CONCRETE ____—— - - NORTHSIDE HEREBY EXPRESSLY RSERVES ITSBYAQJCINEER, FLUSH I B - F�iING, TYP. I I . THESE PLANS A ECOMMON LAW ONOT TO BE REPRODUCED.CHANGED OR CO ED IN_ L r —, IFLU51H GF'RAMED PO5T MANNERWHATSOEVER ANYFOR FIRST° r -- —— —— 6 —_ _——— --_--- RM OR UP/DN, TOP OF FOUNDATION OBTAINING THE EXPRESS WRITTEN DITS 4°x4'x.25" : WALL-12D4'@ GABLF I 3'-0" } .' PERMISSION AND CONSENT OF NORTHSIDE _J L J a L——J I COLUMN DN. p END I DESIGN ASSOCIATES6'-2 q _ 3' I" 7'-10' 8-O� POST I,:— ---------------- 6 a IPROPOSED BASEMENT IUP DN. IER. PROPOSED3 0' ____ ___ _--__ —_--_— 2 13/4'x 9 I/4° Q� :T. O�' tA0 T09TM.OF FLR JOISTS "DEEP CONTRACTION P I GARAGE: BEAn POCKET, SIZE I k I JOINT CUT WITH,..��RLT FOR MENB LVL FLUSHOUTLINE OFTS 4'x4"x,25'COLUMN NDING« 5TD.BASE PLATE< CONC.SLAB ON. LA ABV.2-$4 DIA.MICHOR IPITCH iB PE72 OF R ER P ' ° BOLTS TYPICALiL — BE _ BEAM SIZED_ BY ENGINEER, FLUSH 2-'1 3/4'x9 1/4` ` I :II - 'TOWARDS DOORS FRAnEDp -VLa UNDER POST - W IN5UL. GNER:w 1 TOP OF FOUNDATION FROn RIDGE. 10°TNI[K x 5'-l0'MIN.- . 'II�.6.6 W2.%W2,9 TOPA aF f71 N. - z , '• I ---- - - WALL- 12.04,V GABLE1. _ DESI+ 1 CONCRETE WALL ON 20°x10' SLAB,T"PICAL.. TED DOORI fir: NORTI-ISIDE _r ENO - I CONT.FOOTING. I II - - o ... r .'+1DESIGN P,T.2.6 AT 16 . POST ..c BREAKOUT O.H. SFRN'7INGON10' . UP/DN. . - ` OUTLINE OF I CONCRETE WALL ON DROP TOP OF WALL 12° r DI6TINCTIVE RE—ENRAL&COMMERCIAL DESIGN p LANDING ABV, I CONTINUOUS 20'x10' O !I o I - AT DOOR OPENINGS 1MAINSTREET'YARMOIRHPORT•MA 02626 —————— CONCRETE FOOTING v _ fff _ = e I Y --------------J O I . 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'. x _2 RESIDENCE 204 LONG BEACH ROAD.. - _ CENTERVILLE,MA. s FLOOR EXISTING GROSSAREA .. •, - - -- 1ST FLOOR LIVING 1778 SF - T�CE _._ . /� 2ND FLOOR LIVING 798 SF FOUNDATION - / \ FOUNDATION-, P L A N,- - � a ", TOTAL LIVING AREA � 2576 SF «1�111 PLAN FLOO PROPOSED GROSSR AREA SCALE:,1/a"-r-0., 1812 + a i z a 8, t 812 SF'.1ST FLOOR LIVING 1 - 2 � 2ND FLOOR LIVING 782 SF - - �' TOTAL LIVING AREA 2594 SF GARAGE 618 SF - - AX, DECKS 250 SF PROJECT tI:. SHEET TOTAL AREA 3462 SF - .. 17-01 'I . - - - - OF , DATE:'.. . re FOR REVIEW BY ENGINEER 12j1/17 12 A 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. 24'-10" 32'-0' W-0' 16'-10° 3.CONTRACTOR SHALL VERIFY V-2° 6'-ql'2 II'-5' a'-6' 6'-0}'2 12'-10)'4° 5`11314° ALL WINDOW ROUGH OPENINGS - PRIORTOORDERING WINDOWS. B - 4.CONTRACTOR SHALL VERIFY A.5 - ALL DIMENSIONS PRIOR-TO - - CONSTRUCTION. CONTRACTOR. ^ ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT C - - A DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE ON, - DESIGNER. p 712 - REVISIONS 3' O 2-1 13NOSG8Lt,L D 0 7 ': NEW .. .. a EDGE OF NEW 'NEW TS 4'x4'x.25° - . RETAINING WALL ® LUFIN ON.BELROM 2 (F`lbY 7R b ® I \ .,f, INSULATED o Piz PANTRY g 3 g NO. REVISION DATE JJf BENCH N COPYRIGHT �. NEW � NORTHSIDE HEREBY EXPRESSLY RSERVES ITS - A.5 s REF I H WET BAR .^f _ COMMON.LAW COPYRIGHT- - V THESE PLANS ARE NOT TO BE r —————— GAS _ o HANGED OR COPIED IN ANY FORM OR REPRODUCED CLOS.1 I FIREPLACE ,,I' MANNER WHATSOEVER WITHOUT FIRST 5-IO J - 3'-( °' 12'-7y2 19'- 7'-3° 6'-�2 T'-W4 O - OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE UP, TS 4'z4°x.25° T5 4°x4'x.25' I —————————————— ———— 'R DESIGN ASSOCIATES 2068 13R COLUMN ON. COLUMN DN. r— - F B B 1N E }� EW •7.74't m> " 6A D N. Q I EXISTING N EW '2 I'A4 E I' FAMILY RM. o BUILDER. ° I m ^.NEw mI V .................................._.....- ©ABv. DR. ——————— ---- m DINING wl _ DR NEW m 1 .. - 'A PROPOSED NIPATIO ELEV=13.a BARNACLE ------ ----------"�in afis /NEw ' T5 4x4'x.25' r / \HALL COLUMNON. I / To NSULATED 3063------15'- ' --= -4•".� it-w's.L. // 'I \\ DESIGNER: — / I- \ NORTHSIDE 2.8 4 O // ABV. \\ K ` A / ABV. \ Q ASSOCIATES. V DIffLINE OF DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN OVERHANG ABV. FVG9 68< 141 MAIN SiAEET'YAflMOIRHPOflT'MA 026]5 q'_434 q'-4%4 4'— - (5O4)362-2210 1—)362-9W2 • _ NORTHSIDEDESIGN.COM - nonMidel@cemcart.net D C A. A.5 PROPOSED q DECK STRUCTURAL ENGINEER: TAYLOR EDGE OF NEW t , RETAINING WALL - - DESIGN LLC B EDGE OF NEW - STAMP: RETAINING WALL 4'-73/4 4-4�2 s 4'-7Y2' 10'-II° q'-6' q'-0° . P_ PROJECT: ` PROPOSED 25 2° 29 5'. 27' 1° - . PACKARD I �� FIRST FLOOR PLAN 2RESIDENCE NG BEACH WIN SCHEDULE _ - CENTERVILLE,MA.. ' 2 EXISTING GROSS FLOOR AREA O WINDOW SCHEDULE NOTE: ALL WINDOWS ARE NOTE ALL WINDOWS ARE BE - 1ST FLOOR LIVING 1778 SF TITLE: - ANDERSEN 400 SERIES O WINDOW SCHEDULE _ ANDERSEN 400 SERIES 2ND FLOOR LIVING 798SF 1ST FLLORJ TOTAL LIVING AREA 2576 SF _NO MANUFACTURER TYPE MODEL tt UNIT ROUGH OP'G. REMARKS NO MANUFACTURER TYPE MODEL U UNIT ROUGH OP'G REMARKSPLA A ANDERSEN. DBL HUNG TW24510 2'-6 1/8" x 0-0 7/8" q/1 G ANDERSEN DBL HUNG TW2052 2'-2 1/6".x 5'-4 7/8" 6/1 PROPOSED GROSS FLOOR AREA B ANDERSEN DBL HUNG TW2442 2'-6 1/5" x 4-4 7/5" 6/1 H ANDERSEN D.H. PICTURE DHP41052 4'-11 7/8" x 5'-4 7/8° - - 1ST FLOOR LIVING 1812 SF _- SCALE:1/4"=1'-0" C ANDERSEN AWNING A61 0-0 3/5" x 2'-0 5/6" 12-LITE d ANDERSEN AWNING AR51 5'-0 3/8" x P-5 1/2" 5-LITE' WALL KEY 2ND FLOOR LIVING 782 SF TOTAL LIVING AREA 2594 SF 0 1 2 4 8 D ANDERSEN CASEMENT C33 6'-0 3/5" x 3'-0 1/2" 6-LITE K ANDERSEN DBL HUNG TW24210 2'-6 1/e" x 3'-0 7/5" 6/1 0 SKIST'G WALLS TO REMAIN - GARAGE 618 SF E ANDERSEN DBL HUNG TW2432 2'-6 I/6" x 3'-4 7/8" 6/1 L ANDERSEN AWNING A281 2'-8" x 2'-O 5/8" 6-LITE. IXIST'G WALLS TO BE REMOVED DECKS 250 SF PROJECT#: SHEET F ANDERSEN DBL HUNG TW2042 2'-2 1/5" x 4'-4 7/5" 6/1 M ANDERSEN DBL HUNG TN24310 2'-6 I/8" x 4'-0 7/8". 6/1 ® PROPOSED FRAMED WALLS TOTAL AREA 3462SF. ,. 17-01 A.1 ^ OF DATE: FOR REVIEW. BY ENGINEER. 12/1/17 12 - - - 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 ALL WINDOW ROUGH OPENINGS - 32'-0' - - - - PRIOR TO ORDERING WINDOWS. ' 'O'-D' 4.CONTRACTOR SHALL VERIFY _ - 13'-2' IC'-7- 6'-3' - ALL DIMENSIONS PRIOR TO ' - • CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR • ANY MISSING OR INCORRECT C B - DIMENSIONS NOT BROUGHTTO - A.5 A.5 - - THE ATTENTION OFTHE DESIGNER. ---- -------- - REVISIONS Q NEW - - C i LINENI .r L Cu 2-2o66NEW BATH i NEW 12 - BATH 3 1 ONEW CLOs. q L____________________ _______ a 2668 i NO. REVISION DATE 7 - 6 � I _ N COPYRIGHT I COMMONS LAW EREBY RIGHT. RSERVES ITS A.5 6'-43' 2'-W 3' - V- I _ COMMON LAW COPYRIGHT. 4: 2 2 2 2'-0' "I THESE PLANS ARE NOT TO BE REPRODUCED, _ - I CHANGED OR COPIED IN ANY FORM OR - © 2 • I MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN n - _---_ 4. • SENT OF NORTHSI �_________ __ __________ _ __________ - m I PERMISSION AND CON DE - � - I DESIGN ASSOCIATES - [fI�.W NEw NEW NEW'•' BUILDER: © BE ROOM cLos BEDROOM 4 I ' I .may I I _ I - -C� �- DESIGNER: NORTHSIDE - -:— ® I _ O® - DESIGN ASSOCIATES I I DISTINCTIVE M S.VE RESIDENTIAL DESIGN L------ ----------� ---------- ------------------ O ❑ 191 MAIN SiAEET'YARMOUDIPORT•MA 026]S (SO8)362-2210 (S08)362-9W2 ' NORTHSIDEDESIGN.COM C B n"rthsidel@com .n A.5 4'-Igk4 LION' 3'-103/4' L 4'-IC)4 4'-Igl'q' ❑. f - ❑ rSTRUCTURAL ENGINEER: -�4• -W4. -ay; TAYLOR 2'-412 27,_3. 2'- DESIGN LLC STAMP: - - - _' SECOND FLOOR PLAN . PROJECT: PROPOSED - - PACKARD SCHEDULE '� //�� - - RESIDENCE " WINC H C D I 'L C 204 LONG BEACH ROAD 'V J C v C EXISTING GROSS FLOOR AREA CENTERVILLE,MA. 2 1ST FLOOR LIVING 1778 SF O WINDOW SCHEDULE NOTE: ALL WINDOWS ARE E BE WINDOW SCHEDULE NOTE ALL WINDOWS ARE E BE TITLE ANDERSEN) 400 SERIES O ANDERSEN 400'SERIES h TOTAL RE 798 SF 2ND FLOOR TOTAL LIVING AREA 2576 SF NO MANUFACTURER TYPE, MODEL 1t UNIT ROUGH OP'G REMARKS NO MANUFACTURER TYPE MODEL # UNIT ROUGH OP'G REMARKS PLAN A ANDERSEN DBL HUNG TW24510 2'-6 1/8" x 6'-0 7/8" 9/1 G ANDERSEN DBL HUNG TW2052' 2'-2 1/8" x 5'-4 7/8" 6/1 PROPOSED GROSS FLOOR AREA ° 8 ANDERSEN DBL HUNG TW2442 2'-6 1/8" x 4'-4 7/8" CA H ANDERSEN D.N. PICTURE DHP41052 _ 4'-II 7/8" x 5'-4 7/8' 1ST FLOOR LIVING 1812 SF SCALE:1/4"=V-0" - - C ANDERSEN AWNING A61 6'-0 3/5" x 2'-0 5/8" 12-LITE i ANDERSEN AWNING AR51 5'-0 3/5" x I'-5 1/2" 5-CITE WALL KEY 2ND FLOOR LIVING 782 SF _ - TOTAL LIVING AREA 2594 SF 0 1 2 4 8 D ANDERSEN CASEMENT C33 6'-0 3/8" x V-0 112" 6-LITE K ANDERSEN DBL HUNG TW24210 2'-6 1/5' x V-0 7/8" 6/1 0 EXI5T'G WALLS TO REMAIN GARAGE 618 SF E ANDERSEN DBL HUNG TW2432 V-6 1/5" x 3'-4 7/8" 6/1 L ANDERSEN AWNING A251 2'-8' x 2'-O 5/8" 6-LITE EX15T'G WALLS TO BE REMOVED DECKS 250 SF PROJECT#: SHEET ® PROPOSED FRAMED WALLS TOTAL AREA 3462 SF /� . F ANDERSEN DBL HUNG TW2042 2'-2 I/6" x 4'-4 7/8", 6/I M ANDERSEN DBL HUNG TW24310 2'-6 I/8" x 4'-O 7/8" 6/I 17-�1 /-� OF DATE: FOR REVIEW BY ENGINEER 12/1/17 12 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 ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONTINUOUS RIDGE VENT CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT - ' - - - _- - DIMENSIONS NOT BROUGHTTO MAIN 1,M5E, THE ATTENTION OF THE — — — — — — — — — — — — — — — — — — — — — — FIN.C.G, .DESIGNER. - ® ® ® ® ® REVISIONS® ASPHALT ROOF SHINGLE 12 B B M M M B Ix3 RAKE TRIM 12 Izb RAKE TRIM QB — — — — — — — — — — — - — — — — — — MAIN HOUSE, _ APARTMEM. I IIIs FIN.2ND FLOOR _ FIN.CATHEDRAL CLG. — — — — . . .— _._ ALUM.GUTTER ' APARTMEM� T.O.PLATE W.C.SHINGLES Ixs/Ix6 CORNER BDs. ® ® ® ® ® ® ® PJA Ix4 WINDOW/DOOR CASINGNO. REVISION DATE q O COPYRIGHT Ix DECKING 4 RAILING NORTHSIDE HEREBY EXPRESSLY RSERVES ITS ON P.T.DECK FRAME COMMON LAW COPYRIGHT. - Ix DECKING*RAILING G H G q q \ A A THESE PLANS ARE NOT TO BE REPRODUCED, APARTMENT. ON P.T.DECK FRAME MAIN HOUSE, CHANGED OR COPIED IN ANY FORM OR FIN.'IT FLCLRt _ _ _ _ _ _ _ _ _ _ _ _FIN.IST_FLWR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN .PERMISSION AND CONSENT OF NORTHSIDE FINI%6 GRADE ® ® FINISHED GRADE DESIGN ASSOCIATES - " FINISHED GRADE BUILDER: _ FIN15MED GRADE _ FINISHED GRADE TS J T5 r TOP eF 51AB 4.5'' , FINISHED GRADE _ _ FINISHED CRAD_E`l 3. EAD I 35 REAKAWAY OVERH .5'CT)r IL . - DOORS,TYPICAL - BI'-B• DESIGNER: NORTHSIDE FRONT (east) ELEVATION ® ESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT-MA 02575 2 - ` (SOB 1362.2210 (5OR136Z-9802 m 1 12� n ORTHSIDEDESIGN.COM orthsidel@camcas[.net 1� ^ - - STRUCTURAL ENGINEER: TAYLOR .MAIN HOUSE, 2ND FL,FIN:_CLG— _ — — — — — — — — DESIGN LLC ® ® ® - STAMP: N MAIN HOUSE, B B TA.PLATE Ix3 RAKE TRIM - 1 i — — — o 1.6 RAKE TRIM'. - 2 MAIN HOUSE,. - APARTMENTI FIN_2ND FLOOR — _ — _ — ,.FIN,CATHEDRAL CLG. — ——.—.—.— — —.—.—.—.— �Y - - _ _ _ __ PROJECT: PROPOSED APARTMENT, T.O,PLATE ®— — — Ix5/Ix6 CORNER BOARDS PACKARD mid ® W.C.SHINGLES m B 2•R.C.SILL j�.Q I - F F RESIDENCE �I 204 LONG BEACH ROAD MAIN HW"E. APARTMENTi CENTERVILLE,MA. FIN,15TFLOOR FIN.IST FLOOR FINISHED GRADE - + ' TITLE' AT PATIO1.5 ELEVATIONS - FINISHED GRADE — — — - . I FINISHED G - IS'-0° ,y •3 15'-O° STONE RETAINING WALL SCALE:1/4"=1'-0" FINISHED GRADE t 30'-0 (BY OTHERS) INI%ED=DE FIN15HED GRADE - PROJECT#: SHEET LEFT south). ELEVATION 17-01 A.3 �J � OF DATE: FOR REVIEW BY ENGINEER .12/1/17 12 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 - -- ALL WINDOW ROUGH OPENINGS - PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY m ALL DIMENSIONS PRIOR TO -- - - - CONSTRUCTION. CONTRACTOR _ - - ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHTTO MAIN HOUSE. - - - THE ATTENTION OF THE 2ND FL,FIN.CLG_ — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — CONTINUOUS RIDGE VENT - DESIGNER. ® FM 070 .REVISIONS L MAIN 140U5Ec T.O.PLATE - o — — — — — — — — — — — — — — — — Ix3 RAKE TRIM — — 2 1122 — — 12 ASPHALT ROOF SHINGLE _ Ill MAIN HOUSE, Ixb RAKE TRIM R - - APARTMENT.:. FIN_]ND FLOORIIIIIII IIIIIII mill 1111111w— — — — — — — — — — — — — — .�FIN.CATNEDRAL..CLG. -- — _ — — —_ ALUM.GUTTER�? Ill IIIIII IIIIIII liltIHIII AP ENT, T.O.PLATE N .C.SHINGLES NO. REVISION DATE TM ® ® WVW 4 WINDON/DOOR CASINGIx5/Ix6 CORNER BDS. B 6 B B E T` ®COPYRIGHT 11 ItBy2'R.C.SILL ON P.T.DECK FRAME COMMON LAW COPYRIGHT. TOMAIN HOU5E. _ '1STFLOORAlh FIN.1ST FIAORIll — — — _ FIN'IST FLOOR - MANNER WHATSOEVER WITHOUT FIRST 33 OBTAINING THE EXPRESS WRITTEN ItIlillPER MISSION AND CONSENT OF NORTHSIDE s FINISHED GRADE — — — —FINISHED GRADE_ DESIGN ASSOCIATES r ' AT PAT10 1L.5' BUILDER: FINISHED GRADE N — — — — FINISHED GRADE_ B.S. BS' STONE RETAINING WALL . CBY(DITHERS) - FINISHED GRADE FINISHED GRADE - — — — — — — 5,(Y- 60 �� REAR -(west) ELEVATION DESIGNER: ® NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN - - • 141 MAIN STREET YARMOUTHPORT'MA O26TS 12 E - 12� _ (508)363- ( 2-9802 &�' 11 �qa , NORTORTHSIDEDESIGN.COM.COM. northsidei@comcart.net - _ • n B STRUCTURAL ENGINEER: MAIN HOUSE, TAYLOR 2ND FL.FIN.GI.G. .. . - - - - - - - - - - - DESIGN LLC • J AL,STEP FLASHING - AT ALL CHEEK WALLS - - STAMP: 1 1 i0 — — — — If 11 12 MAIN N LA O,PLATE T, ATE — — — — O MAIN HOUSE, - _12I/ — — — — — — — — — — — —FIN.2ND FLOORlilt 1 1. .. 4 O PROJECT: . Ix5/Ix6 CORNER BD5. ® ® _ _ - PROPOSED W.C.SHINGLES n /`�/ Ix4 WINDOW/DOOR CASING ' PACKARD RESIDENCE _ - 204 LONG BEACH ROAD Ix DECKING*RAILING _ MAIN HOusE. CENTERVILLE,MA. ON P.T.DECK FRAME — _ — FIN•IST FLOOR �. S EP5 FINISHED GRADE - - TITLE - - - - - - -" IO°CUSTOM SQUARE ELEVATIONS I r - - COLUMN, BASE t CAP - e I FINISHED GRADE 1 FINISHED GRADE B.S. I 22'-0' B'_o• - SCALE:1/4"=l'_0" I I 30'O' 0 1 2 4 S FINISHED GRADE J —S — — — 3.-5' - - - PROJECT#: SHEET RIGHT north ELEVATION 17-01 A.4 OF DATE: FOR REVIEW BY ENGINEER 12/1/17 12 GENERAL NOTES 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. 6 - F CONTINUOUS RIDGE VENT 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS / \ CONTINUOUS RIME VENT MAIN HOUSE, 12 EXISTING RIDGE BOARD TO PRIOR TO ORDERING WINDOWS. 2ND M.FIN.CLG. ASPHALT ROOF SHINGLES 5-1�;'xu 7/B'tVL RIME 47 -ISTING FRAMING TO 4.CONTRACTOR SHALL VERIFY 5/5'COX SHEATHING ALL DIMENSIONS PRIOR TO EX REMAIN - CONSTRUCTION.CONTRACTOR 15a BUILDING PAPER INSULATION PER CODE, c - ASSUMES RESPONSIBILITY FOR • 2X4 L 16.D.C. TYP. Tn - IXIST.FRAMING 12 INSULATION PER CODE,TTP. I'(MIN.)CLEAR AIR, � � I•(MIN.)CLEAR AIR,TYP ANY MISSING OR INCORRECT INSULATION PER CODE t2 NEW IX SOFFIT IR VENT 1/2'cox,SHEATHING / Q6 TYP MAIN HOUSES INSULATION PER CODE,TYP. TO REMAIN Q6 TDIMENSIONS NOT HE ATTENTION OT BROUGHT TO 112 GWB _ _ _ / /_ 1/2°GYPSUM OVER 1.5 _ _ _ T.O,PLATE 1'(MIN:)CLEAR AIR,TYP MAIN HOUSE. / / 3 0 - _ _ _ _ _ _ 2No FL,FIN.CW" - DESIGNER. VAPOR BARRIER — y FURING®I6 O.C. ALUMINUM GUTTER TYVEK HOUSBJRAP / / _ — A 6 MAIN HOUSES _ NEW IX SOFFIT W/VENT REVISIONS 5IDING15EE ELEV5.)_ _ _ — 3— _ _ — _ _ _ _ — — — FIN.2ND FL0.7R ? 2x WIND BLOCKS BETWEEN 1/2'GYPSUM OVER 1.3 3-1 3/4'x7 1/4'LVL HEADER 3-1 3/4°.q 1/4°LVL HDR. RAFTERS, TYP. 3-1 3/4'.7 1/4'LVL FURMNG @ 16'O.G. IX FASCIA'W/ HEADER v INSULATION PER CODE ALUMINUM GUTTER - 12°COX.SHEATHING AZTEC COMPOSITE 1_ F IX SOFFIT W/VENT O I/2°GOB !.• RAILING SYSTEM t9 - - - MAIN HOUSE, i;s i 0 IX FRIEZE �. ! p _ _ — — _.p Q_ _ VAPOR BARRIER — —T.O.PLATE - Ix DECKING ON P.T. m O m O 3-1 3/4'x7 1/4'LVL -1 — — — — — — — -m v BEDROOM CL. 2-Ip/4'x9 I/4°LVL v TYVEK WOUSEWRAP o - DECK FRAME "HDR. - 12 - FN15H HEADER—," SIDING(SEE ELEVS,) FIN.MIN HOUSE, 2ND _ FAMILY RM. — — — — — —• vERIFr o15r.FRAMING 12 � MIN HOUSE, II FIN-1ST FLOOR 3/4'.7 114'LVL 10 1 3/4'x7 I/4'LVL HEADER MST.2x10'a @ 16'1, IX 16'EXIST.2.10'a @ o ISISOP.F.3-1 3/4'.7 I/41 DER u q IXI s P.T.2001 @ I6'o.c. .. LVL HEADER .. w B NO. REVISION DATE STAINLESS STEEL 3-13/4'II P.T.2x6b @ 16,....W/ _ HANGERS,-TYP, _ y 2x5 P.T.LEDGER w/2-5/B' ul Ix DECKING ON P.T.DER, 1/2'PLYWOOD,TYP_ _ _ _ _ _ _TOP OF_Fd1ND, DIA.LAG BOLTS I6'O.C. ®.COPYRIGHT 2x10 P.T.LEDGER 10,0 / V' DECK FRAME m NORTHSIDE HEREBY EXPRESSLY RSERVES ITS 6 STEEL BEAM 51ZED 2.8P.T-DECK 9 w/2)46'DIA. BY ENGINEER, FLUSH REAR GRADE J015T I0 O.C. z COMMON LAW COPYRIGHT. LAG BOLTS I6'O.C. "6 FRAMED 6.5� - P.T.3-2xB TR to'J•Im IL'C = o i A"7 - THESE PLANS ARE NOTTO BE REPRODUCED, 2X6 P.T SILL 2-1 3/A'xq I/4'LVL = CHANGED OR COPIED IN ANY FORM OR Wnfl .TOO(TOWARDS DOOR w 51LL SEALER FLUSH NOR. 2x1o'a @ 16•oc. —FLUSH HEADER_ _ 1.._ _ _ FIN.IIST FLOOR 2-M5 TIB TYP. / 12 OBTAINING THE EOXPRESSNWRITFENFIRST ARAGE , u ° - P ERMI551ON AND CIINIE-01 NORTHSIDE / r BASEMEM FLR ,N L TION PER CODE 10 _ DESIGN ASSOCIATES — — — _ — — ..— .. .. — — — — — 45 _ O w- —' ' STAINLESS _ 'x FLUSH HDR. THICK x ALL — — — 2-1 AF 9 I/4'LVL — — — — 9 — — — — — — 2. — _ TOP OF FouND- 4'CONIC.SLAB ON 1 CONCRETE wnLlaER� BEAM, FWSH 7 - 2.8 P.T.DECK MOO' BUILDER: ON CONT.20'.10' 'm i JOIST 16'O.C. REAR GRADE_ 10 MIL VAPOR RETARDER CONCRETE FOOTING is 6 - o CONC,SLAB ON ' 2.8 P.T.LEDGER w/2) DIAO.C.g6' 8.5 .LAG BOLTS 16'VERIFY AND MAINTAIN .O , in 10 MIL VAPOR RETARDER _ As 4'FOOTING COVERAGE e= BASEMENT BELOW GRADE BASEMENT F PROVIDE 10'DIAM.50NOTUBE — — — — — — .v 1 I 1 ( \1 LR 4,5' W/BIGFOOT FOOTING(BF25) BUILDING SECTION FOR COLUMN SUPPORT ABOVE A PROVIDE T 9TI (BF25BE W COMPACTED FILL W/R COLUMN FOOTING T ABOVE w6x6 w2.gxw2.q TOP 13 aF SLAB _ DESIGNER: caNrlNuws COME VENT FOR cowrnl SUPPORT ABOVE NORTHSIDE A.� EXISTING RIME BOARD TO DESIGN - - - 12 REMIN - BUILDING SECTION. 127 EXISTING ASSOCIATES FRAMING TO , B - . RETy,IN DISNNCNVE RESIDENTU\LB COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHPORT•MA 02675 EXIST,FRAMING 12 INSUTATON PER CODE,TTP. TO REMIN �6 . INSULATION PER CODE,TTP. _ I5081362 ORT (50R)362-9802 NORTHSIDEDESIGN.COM �- I'(MIN.)CLEAR AIR,TTP I°(MIN.)CLEAR AIR,TYP - - MAIN HOJSEi - - northsidel(comra .net NEW IX SOFFIT W/VENT 2ND FL,FIN.cLG. - - . / — — — — — — — CONTINuous RIME VENT STRUCTURAL ENGINEER: . 3-2.4 W 12'COX / CONI "ATIO4 ALUMINUM GUTTER ASRIALT ROOF SHINGLES 2-1�;'.0 7/8•LVL RIME-. -FLITCH ER M PLATE NO ALL BA Q5. NEW IX SOFFIT W VENT 5/8 COX SHEATHING WO RAFTERS 0 W o.c, ' TAYLOR QB G - I5a BUILDING PAPER 12 B MI - . a Q12. INSULATION PER CODE,TYP. DESIGN LLC O,�TE w P(MIN-)CLEAR AIR,TYP BEDROOM BATH. — — — — — — — — — 2.'WIND BLOCKS BETWEEN - MIN HOUSE. - 3-1 3141.q 12'LVL / ' RAFTERS, TYP, - - STAMP: N.2ND FLOOR APARTMENT. VERIFY EXIST,FRAMING — — — — — — — HEADER - _.—.— _ _._._.—.—._ .—._._.—FM_CATHEDRAL 3-1 3/4'x7 1/4'LVL IX FASCIA W APARTMENT' HEADER 3-I 3/4°x7 I/4'LVL ALUMINUM GUTTER T.O.PLATE ' © -HEADER �. o IX SOFFIT W VENT ' m x O IX FRIEZE • p _ 2 �.O - ate' 3-I 3/4°x5 12"LVL PROJECT: A.6 W - HDR. - :o PROPOSED / BATH BEDROOM B _ _ _ FIN.IIST FLOOR FINA PI:TR PACKARD IXIST.2x10'a @ 16'o.c, — — —P.T.2,1 WALL— — — — — — — — — — — — - _ FRAMING @ I0 o.e. RESIDENCE EXIST.2 10'e @ 16'O-C. STEEL BEAM 51ZED W 12°PLYWOOD, N IXIST,2.Ida @ 14,D.C. \ SISTER FRAMED'W NEW TYPICAL SISTER FRAMED W NEW - - - 204 LONG BEACH ROAD I6' FRAMED ME ENGINEER, FLUSH _ — — — — —TOP OF FOUND, — _ _ M -10"r 16.O.C, _ _ _ _ _ _ _ _TOP OF FOUND, - CENTERVILLE,MA. - 2.6 P.T SILL IO.d INSULATION FEFF CODE 10.0' - • W SILL SEALER REAR GRADE REAR GRADE 4°CONC.SLAB ON 10'THICK.7'-10° es' - 'b B,6' • TITLE 10 MIL VAPOR RETARDER CONCRETE WALL ON - 7 BUILDING I L FBASEMENT CONCRETE FOOTING BASEMENT BASEMENT FLR - BASEMENT ASENT FLR SECTIONS II — — — — — — — — — — 4.5' NOTE: CONTRACTOR TO VERIFY 4 CONTACT ARCHITECT A30UT SCALE:1/4"=V-0" - THE EXISTING FIRST FLOOR • SECOND FLOOR JOISTS AND SPACING. FIRST FLOOR 0 1 2 4 8 FRAMING DESIGN 15 NEW 2.10'. �� BUILDING SECTION D BU'ILDING SECTION @16•e.c.5I5TERFRAMED77 EXI -PROJECT N:STING 2x10'a @ 16°a.c.AS SHEET V NEEDED. 17-01 A.5 • OF DATE: FOR REVIEW BY ENGINEER 12/1/17 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL ti ! 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 " ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO - BIT-JOINT FILLER, - - CONSTRUCTION.CONTRACTOR TOP oFF WITHLAN FLEXIBLE - - ASSUMES RESPONSIBILITY FOR JOINT sFALANr - - ANY MISSING OR INCORRECT SIDING SEE ELEVATION .' UN NOT CONCRETE WALL 1/3' wSLA13z.v TOP ° ` - - - - DIMENSIONS NOT B BOUGHT TO UNTIL CONCRETE HAS d c I/3 OF SLAB °TYVIX°HOUSEWRAP - 6 MIL.POLY VAPOR BARRIER �� THE ATTENTION OF THE ATTAINED T DAY STRENGTH ` 4°CONC.SLAB2 AND BOTH TOP 4 BOTTOMSPHALT ROOF SHINGLES 8� OF WALL ARE PROPERLY 'CDX PLYWOOD G.W.S.G.w.e. *. DESIGNER. SERCURED. �' MATCH EXISTING REVISIONS ° 2,4 @ 16'O.C. I G' E#PLYWD. JOISTS 2@ tt5 RET3AR5,CANT. \\//\\/ ° I d d ° INSULATION GLUE t NAIL TO JOISTS TOP 4 BOTTOM \ 1 a PER CODE - �'CDX SHEATHING RO II' kt'CDX P.T.PLYWD. I°CLEAR AIR(MIN.) - CARRY DAMPOFING \ \✓2 n I COMPACTED 2x I BETWEEN BOTTOM 6° - OVER TOP OF 6° _ WND BLOCKS FOOTING,TYPICAL /\5, a ZlIO RIM JOIST OR DBL PERIMETER r RAFTERS,TYP. / ICE AND CARRY U WATER MEMBRANE O'FROM SAVE' ' 2,4 KEYWAY \ d 41< d AL.DRIP EDGE M tt5 REBAR5,CONT. 4 1@-- • o \/\\/\\ NOTE: OVER ICE 4 WATER BARRIER •- \ <li —° \\\\\//\\//\\ CONTRACTOR TO VERIFY 4 NO. REVISION DATE CONTACT ARCHITECT ABOUT THE IX15TING FIR5T FLOOR 4 ALUMIN.GUTTER INSULATION PER CODE 0 COPYRIGHT SECOND FLOOR JOISTS AND NORTHSIDE HEREBY EXPRESSLY RSERVES ITS SPACING. FIRST FLOOR COMMON LAW COPYRIGHT. FRAMING DESIGN IS NEW 2x10's O GW /5KIM COAT PLASTER II N STRAPPING @ 16'D.C. THESEPIANSARE NOTTO BEREPRODUCED, @ I6°o.c.SISTER FRAMED TO CHANGED OR COPIED IN ANY FORM OR IXISTING 2do'e @ 16'o.c.AS CORA-VENT STRIP VENT MANNER WHATSOEVER WITHOUT FIRST NEEDED. OBTAINING THEE PRESS WRITTEN P.T.26's @ I6°o.c. BED MOLDING - - PERMISSION AND CONSENTOF NORTHSIDE NOTE.FOOTING SHALL BEAR ON COMPACTED _ k,'G.W.B. IX FRIEZE _ DESIGN ASSOCIATES GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, i ' 51DING - ` VEGETATIVE OR ORGANIC MATERIAL. NOTIFY - BUILDER: ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS - TYP.WALL ` ARE ENCOUNTERED. 2,6 P.T.SILL ' SILL SEALER TYPICAL SLAB t FOOTING TYPICAL EAVE DETAIL SCALE I-I/2° = I'-0' ' FILL 1 TAMP 5 OUT FOR ii II° I'/FT.SLOPE.PROVIDE m @ II 12'BED OF%'STONE II - - WHERE NO GUTTERS 11 2 @#5 REBARS CONT. DESIGNER: <AROUND ALL OPENINGS -_ _ _ NORTHSIDE 5/8'ANCHOR BOLTS @ 36'O.G. ` _ IN./8'A EMBEDMENT DESIGN a ° u,9S,3S,1/4'PLATE WASHER t ASSOCIATES DAMPROOFING BLOW GRADE d ° d DISTINCTIVE RESIDENTLIL&COMMERCIAL DESIGN NOTE: 141 MAIN STREET°YARMOUTHPORT°MA W625 CONTRACTOR TO VERIFY L (508)3 62-2 210 ' (SD8)362-9802 CONTACT ARCHITECT ABOUT THE IXISTING FIRST FLOOR< NOflTHSIDEDE5IGN.COM �TYPICAL SILL DETAIL SECOND FLFIRJOILOORTS nanhidel@camca#.nee SPACING. FIRST FLOOR • L SCALE 1=1/2" = I._0n TYPICAL EXTERIOR @FRAM oNG ES ER IGN IFRAMmZTO# - .. s - - - • - ° WALL CONSTRUCTION EXISTING 2,10'e @ 16'o.c,As - STRUCTURAL ENGINEER: NEEDED. rt TAYLOR __�__F—COORD.DIM.W/ - - 4 6'APRON, THICKEN TO 8' DOOR LOCATION - @ DOOR OPENING - - ALUMINUM FLASHING DESIGN LLC F" GARAGE DOOR - SHINGLE RIDGE CAP _ - 2,10 P.T.LEDGER STAMP: ROLL VENT w/2)%'DIA. ' 20 tt5 REBAR LAG BOLTS 16'O.C. VxICONY.@ PERIMETER GALV°'$' 15#FELT PAPERRIDGE BOARD(STRUCTURAL ANCHORS w/tt4 SIZES 1'IA7 VARY) ' ANCHORS @ 3'-0' 5/5°CDX PLYWOOD 0 F ST 16 , O.C.MAX. +- RAFTER VENT WHERE INSUL.rF""" W2OF SL (MIN.'I'CLEAR AIR)TO3 OF SLAB 12 J01 P.T.DECK _ 2,10 RAFTERS @ Ib°o.c. QB JOIST I6'o.c. INSULATION PER CODE _ - PROJECT: PROPOSED ' - PROVIDE I LATER 5/8' TYPE°X'FIRECADE GWB PACKARD ev a e d d STAINLESS STEEL 4 - LVL HEADER FOR RESIDENCE a d OVERHEAD DOOR a d ° JOISTHANGERS 204 LONG BEACH ROAD < °d 2,4 KEYWAY BLOCK DOWN AS REQUIRED - - 4 FOR O.H.GARAGE DOOR CENTERVILLE,MA. OVERHEAD GARAGE DOOR 2 @#5 R®ARS,CANT ° °ea .'l/ , TITLE DETAILS W COMP. FILL—TYPICAL RIDGE VENT DETAIL SCALE 1-1/2" = P-W - SCALE:1/4"=l'-On - TYPICAL DECK LEDGER SCALE I-I/2" = I'-0° 0 1 2 4 8 04[_ GARA 'E APRON DETAIL SCALE I-1/2" = P-0" - PROJECT#: SHEET 17-01 A, OF DATE: FOR REVIEW BY ENGINEER 12/1/17 12 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 ALL WINDOW ROUGH OPENINGS - PRIOR TO ORDERING WINDOWS. COMPOSITE DECKING - - - - - 4.CONTRACTOR SHALL VERIFY • CONCRETE rcI-31000 pei @ za DAYS ALL DIMENSIONS PRIOR TO 2x8 P.T.DECK - I , - CONSTRUCTION.CONTRACTOR JOISTS 16,O.C. I 3/4°COMPOSITE TRIM REINF.Fy 40 k,i ASSUMES RESPONSIBILITY FOR SEE FRAMING PLAN I-6' _2-2Y15 P.T.HEADER - ASSUMED BRG.CAPACITY 1 I/2 TON5/5F - ANY MISSING OR INCORRECT - _ DIMENSIONS NOT BROUGHT TO ` .2° THE ATTENTION OF THE 2°MINIMUM COVER W CONCRETE RETAINING WALL w/STONE VENEER DESIGNER. \ a4 @12'O.C.HORIZONTAL - - REVISIONS 6°x6°P.T.POST 2°WEEP HOLES B'O.G. - ... 'O E: _ - - ri-7 @ 12'O.C.VERTICAL - • O °ROUND - - SIMPSON A51.166 F STONE #7 DOWEL @ 12'O.C. PROVIDE 10'DIAM.:NOTUBE , " W/BIGFOOi FOOTING(BF2B) ° \ 3 GALVANIZED JOIST COMPOSITE DECKING FOR COLUMN SUPPORT ABOVE / _ HANGERS, TYPICAL - 2;2x13 P.T.HEADER JOISTS•I6DEO C. BLOCK OUT FROM BEAM NO. REVISION DATE < v F SEE FRAMING PLAN TO EXTEND SKIRT BD. b Z o /\ \ R' 2x4 KEYWAY PAST SONOTUBE _ O COPYRIGHT J \ \ \ BLOCK w/P.T.PLYWOOD - NORTHSIDE HEREBY EXPRESSLY RSERVES ITS - COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, ^ - • p SIMPSON ABU46 CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE If DESIGN ASSOCIATES - 4.o. BUILDER: ��TYPICAL PORCI I' POST DETAILRETAINLNG WALL 4'-0"' TO (0'-_0"__ ��_�TYPICAL DECK HEADER CONNECTION SGALE I-I/2° = I'-O° SCALE 1-1/2" = 1'-0" - t • DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL B COMMERCIAL DESIGN 141 MAIN STREET•YARMOULHPORT•MA 02675 • (508)362-2210 (SOB)362-9802 - - - NORTHSIDEDESIGN.COM - northsidel@comwstnet STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: BEAM SIZES VARY BEAM SIZES VARY - -?D THRU-BOLTED ... - WELD @ EACH - - PROJECT: BRACKET TO BM. - PROPOSED PACKARD RESIDENCE STEEL°L" BRACKET EACH SIDE - 204 LONG BEACH ROAD CONNECTIONS PER AISC .. - CENTERVILLE,MA. @-a:EEL BEAM TO BEAI I CONNECTION ITLEE DETAILS . - SCALE:1/4"=1'-0" 0 1 2 4 8 PROJECT#: SHEET 17-01 A.7 OF . - DATE: FOR REVIEW BY ENGINEER 12/1/17 12 " .. GENERAL NOTES - - 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS P - OTHERWISE NOTED. .. •» -• - - _ - 2.ALL INTERIOR WALLS SHALL -•'� ' - • - - • BE 2X4 @ 16"O.C.UNLESS - • OTHERWISE-NOTED. 3.CONTRACTOR SHALL VERIFY °' • - - - ALL WINDOW ROUGH OPENINGS - - -PRIOR TO ORDERING WINDOWS. :4.CONTRACTOR SHALL VERIFY ' - - � - - ALL DIMENSIONS PRIOR TO DBL TOP PLATE CONSTRUCTION. CONTRACTOR • - ASSUMES RESPONSIBILITY FOR " ` ANY MISSING OR INCORRECT I RAFTER @.16" O.G. - - " - - '"2 - - - DIMENSIONS NOT BROUGHT TO 2x6 05L TOP PLATE - �l I.. R I� -l° THE ATTENTION OF THE - - DESIGNER. 2x STUDS @ 16°-O.C. . - SIMP50N.5P6(20'GA-,) REVISIONS . °e H2.5.Q EA. RAFTER _ li 2.STUDS@ I6° O.C. u .TOP PLATE ° '•. - °, _ r ,.. .. . ` ° I' -DBL STFI PLATE HEADER r . FULL HGT.STUD" - NDR UPLIFTS P `` • :.. --JACK STUD - °_. - - �> RIM JOIST WINDOW SILL - -x - - NLAT •. - II � � LCOR JOISTS � NO. REVISION - DATE AFTER TO PLATE CONNECTION 'SCALE. wl O COPYRIGHT { 5/B°ANCHOR BOLTS @ 36" O,C, - SILL PLATE NORTHSIDE HEREBY EXPRESSLY RSERVES ITS ` MIN.7° EMBEDMENT • - - COMMON LAW COPYRIGHT. PLATE WASHER - - THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED N ANY FORM OR I MANNER WHATSOEVER WITHOUT FIRSTOBTAINING THE EXPRESS WRITTEN 12 GA.ANCHORS TiP. -+, I/2" CDX. SHEATHING �yl .� - � PERMISSION AND CONSENT OF NORTHSIDE SILL PLATE TO TOP PLATE - - DESIGN ASSOCIATES SEE NAILING SCHEDULE .. • - ' - < 5/5'ANCHOR BOLTS @ 36, O.C. • - BUILDER: MIN.7" EMBEDMENT w/3°x3°xI14° PLATE WASHER / C�15TUDS HEADERS �/lwLL TO PLATE CONNECTION W/ SHEATHING Li SCALE.N.T.S. .. 3 U SCALE,N.T.S. • - - * DESIGNER: NORTHSIDE DESIGN JOINT DESCRIPTION NunBER of NunBER of NAIL sPAaNG . , ASSOCIATES ' COMMON NAILS BOX NAILS - - - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN • - ,+ _ 141 MAIN STREET'YARMOUTHPORT•MA M675 ROOF FRAMING , - (5081362-2230 (508)362-9802 ' _ - - "• - - NORTHSIDEDESIGN COM BLOCKING TO RAFTER(TOE NAILED) µ - 2-Bd 2-IOd EACH END - - northzidel@comca n - RIM BOARD TO RAFTER(END NAILED 2-1&d 3-16d EACH END - WALL FRAMING - - - - - I/2° CDX SHEATHI CONTINUOUS.HEADER.` - - � @MULTIPLE OPENINGS STRUCTURAL ENGINEER: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16d 2-16d 24°O.C. - - - - - .. .. _ t .TAYLOR HEADER TO HEADER(FACE NAILED) 16d 16d 24°O.C.ALONG EDGES - '' ` "�,_ « � .. \�A FLOOR FRAMING _ � ' -y. ' DESIGN LLC JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-5d 4-IOd. PER JOIST BEAM C STRAP NAIL Ed COMMON EXTEND HEA13ER - BLOCKING TO J015T(TOE NAILED) 2-Bd �• 2-IOd EACH END - - - ,- NAILS @ 3°O. TO KING STUD w BLOCKING TO SILL OR TOP PLATE(TOE NAILED) - 3-16d 4-16d „EACH BLOCK 6v LSTA @ EA. RAFTER - - TAMP. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH J015T ED - { NAIL TOP PLATE J015T ON LEDGER TO BEAM(TOE NAILED) --' 3-8d 3-IOd ..PER JOIST ' DISTANCE .• 2-5/8' ANCHOR.BOLTS TO BTM. OF HDR. $ BAND JOIST TO JOIST(END NAILED) 3-I6d 4-16d PER JOIST j w/3"x3" PLATE WASHERS 2 ROWS 16d NAILS ' BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D '3-Ibd PER FOOT - .- - - @ 31 O.C. - ROOF SHEATHING OPENING -WOOD STRUCTURAL PANELS , _ �J[ FOUNDATION— �L - g: - - RIDGE BEAM11 '.' PROJECT: RAFTERS OR TRUSSES SPACED UP TO IW O.C. 8d IOd 6°EDGE/6"FIELD PROPOSED,. RAFTERS OR TRU55E5 SPACED OVER 16'O.C. Bd 10d 4"EDGE/6°FIELD NOTE, ^ i - �P p ...RIDGE STRAPS.ARE NOT - �Ll`:• « PACKARD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Bd IOd; 6°EDGE/6°FIELD _ REQUIRED WHEN COLLAR TIES OF ' GABLE ENDWALL RAKE OR RAKE TRU55 w/STRUCTURAL Bd IOd 6'EDGE/6°FIELD - NOMINAL Ix6 OR 2x4 LUMBER - RESIDENCE OUTLCIOT.ERS _ - - , ARE LOCATED IN THE UPPER - 'F GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 5d IOd 4°E-DGF/4°FIELD - THIRD OF THE ATTIC SPACE AND - - _ -- ATTACHED TO RAFTERS USING _ CEILING SHEATHING 5)IOd NAILS EACH END NA ROW WALL BRACING RVIL A 204 LONG BEACH ROAD _ -- EH— - CENTE LE,M - GYPSUM WALLBOARD 5d COOLERS - ,7°EDGE/IO°FIELD NT,S. - NALL SHEATHING TITLE: WOOD STRUCTURAL PANELS RID E BAND STRAP STUDS SPACED UP TO 24°O.G. Bd IOd 6°EDGE/12"FIELD `SCALE•N.T.S. - - - TIE- DOWN AND x4§R"FIBERBOARD PANELS. Ed - 3°EDGE/0 FIELD ` - - _}� F DETAILS 4 J$°GYPSUM WALLBOARD 5d COOLERS - 7°EDGE/10°FIELD - � p'. FLOOR SHEATHING - - - SCALE:1/4"=1'-U" WOOD STRUCTURAL PANELS I°OR LESS 8d I0d 0 EDGE/V FIELD - - GREATER THAN I' '1 106 : 16d 6'.EDGEAV FIELD • - • - - 0 1"2 4 8' .. PROJECT#:,. SHEET777" - . A.8 - - - _ OF ' - - DATE: - .. . FOR REVIEW BY ENGINEER 12/1/17 U GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL -. - BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS ` OTHERWISE NOTED. • _ 3.CONTRACTOR SHALL VERIFY 24'-10° - 32'-0' 24-10' - ALL WINDOW ROUGH OPENINGS - _ PRIOR TO ORDERING WINDOWS. 5'-0•"-- - .12'-0' 8'-O' 16'-10° 4.CONTRACTOR SHALL VERIFY 6' a'-o' 6• 4'-o' 12'-10' ALL DIMENSIONS PRIOR TO b° CONSTRUCTION. CONTRACTOR V-6' . ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT 5 - 2-2xeP.r..HOR. DIMENSIONS NOT BROUGHTTO 2x0 P,T,LEDGER P.T.2xB's® THE. w/2- DIA, f6'o DESIGNER.NTION OF THE LAG BOLTS S 16'O.G. C A REVISIONS J� — 2xB P.T.LEDG F_ --- ------ -- -- —————— w/2-5/5'DIA. \ \\ I .. T �dr'THTk K�iy'-�• T L——————— o.c. I6—I ^T T7 V�msK'ER�Gr ry I I I I E ; I r — ' STONE VENEER II I I T f AI I I I I CIJNCRIETE r-Ori- II RETAINING WALL I IXISTING sx10 FLOOR JOISTS @ I6'O.G. I — - \ 2-2xBP,T.HDR. ? n 2- 13/4' 9 114' T I II I_ I; LVL FLUSH II 12 I I I I I I I I I I I P{111N. I I \ q J I II u I IVLi FLUSH y a I/4' 1 I I POST _ FvsT NO. REVISION DATE i0 v UP/DN. UP/DN. o ' II AL AN I IED mm ER5 Ip '3I$' RETE FILLED 7� l —— —— —— ———— ®COPYRIGHT $TE L BEAM SIZ II I I I I I 1 STEEL.6-16 xALLY COLUMN ON I ————,g 1 6 NN WWWWWW 9 I 36'x36zl2•D CONCRETE NORTHSIDE HEREBY EXPRESSLY RSERVES ITS Y I� EERI FL SH IIIB I I I FOOTING, TYP. �_� I—I I THES PLANSA ECOMMON LAW ONOT TO BE REPRODUCED, I t I r " ,I I it I I I I ri F I I 3�1U2xId�GII�Rp,p TT T [(—T I CHANGED OR COPIED IN ANY FORM OR I..IL-L1-6—ILJ- 6 �Lh�LJILW �1��-1--JL I FI I I E I U.P/DN. I I 4 I I MANNER WHATSOEVER WITHOUT FIRST t OPOF DA ION11 : OBTAINING THEEXPRESS WRITTEN TS 4°xa°x.2s° I I I I I �4ALLI_m i .04'®Gj1BLC..I3'-O° PERMISSION AND CONSENT OF NORTHSIDE L J I 3 l U— I I I I CCIL11MN°F1. 1 .1 I f l 1D ;I I I I rDESIGN ASSOCIATES Jai 6•-° I 3' II° :I I 7'-1 1 1 '- °1 1 b05} I I I I I I 1 1 4 1 1 :I 1' 1 1 1 I 1 P/DIN. BUILDER: ————————_—— I I 1 I I I PR E I I I N IXISTING 2xI0 FLOOR JOISTS 16'O.C. I F v B S NT I I I I I I I 'D I I I I 1 � I I JOINT GUT WITH EARLY PR P0.5 D I. o -0° _ _ tt-_�ry J I'DEEP CONTRACTION I �.QjTL G ICF L�EAI-I POCKtT SIZE O , I I I II I I II I 1 1 1 2-1 314'x 9 I/4• I I 1O kT PS Td ] FF¢ JOI TS I I I I I �TN7R jq I�Tf'1 POR.MEMBER.`' , v I LU " G 5 T 4° 'x. LU N I �ILY1L J3-�dL A JJ JL Jl. 8� 11 �I [ 1 1 1 1 1 IIII IIII III I I I I. III 11 I 1FLQ7RBRACING 4'-0' % 5 EIR FRST TWO I I IIII III ' __ ___ _ ____JOISTS,TYPICAL I I I I I<JLll I III I I I IVL I I ill I IpI I ! I I LT IA I it-1 I I I I I I GALVAN,IEZED�EiHAryJIG'ER� I I o C° 1 I I 1 I 1 I II I SISTER FRAME IX15TING'2x10'e @ 16'o.c.W/NEW ZxIOel III I 'I 'I I 1 ( II I I• I I 19°Cl2NC.15LAB 01J 1 I STdEL WEA1'SI21cD 1 1 a -13/4'x9 1/4' I MI V AR ER BY ENG NE P U d I I I I I I I III III ( I I I I III ;10 11 I I I 1 I 1 I �ITc� 1/� P RRor4 I I FRdMEd r I o o I OP F NDATI Vl.e UNDER POST 6 9 I I UL I____1 DESIGNER: I I I I I II R14 GE., I M0 101 TNI •III I . I 10 ' I I I I I I I 20 nIN 1 1 IT I d I I I I 1 I I I NORTHSIDE T_n O F` i I D-12.04'P GAEfLE q, E IRA ED I I I I I III III I I I III 11 I m�a NG.II I I ;I1 I I I I I I ( I I I I Ir I°OCf= I I I I I I I ;1 I I I I I I I I• I E EI I I DESIGN I I 1 I I I I III 11 1 1 1 — ll� J 4`I- —I —I I I I I IXI5TING 2.10 FLOOR JOISTS 16'O.G. I I I I I I � I 1 I ` ,TI2x6I TI 'Jc, In 1=I SI LA ___ _ _ _ __ _ `I B EA .OU O. 3'— Z. ASSOCIATES I I I IN ON 0' I II I NGI 1� O. r — —1 IJP�. I I I I I I I I I' I'I I _ DISTINCTIVE RESIDENTIAL&COMMERCIAL DE5IGN R L -5' Di�OP TOP OF 12' I o I I I I I IN s I II I I I I I I o [ I I O I I I I I AT Dc�>R PEN NGS I I I 1 I I 1<1 MAIN STREET'YARMOUn,PORT'MA026J5 1 R — G A-1-111 —I I a o I I q I ILL 1—I—L —I L —I-L 1—I —I—L 1—IJ I I 5oR)3G2.2210 (50R)3Q-9W2 v v NEW P.T.2x8'e®I6'O.G. i0 I NORTNSIDEDESIGN.COM 4 4 — -----+------------------ 2ze P.T.LEDGER \ -- --fl�---ELL --- —AL-- ------ — narthsiael�Dcomcaenet I w/2-5/B'DIA. \ I LAG BOLTS 16'O.C. __ —— '-6' I'=6' 9'-' I_7 s AI L 5 I - STRUCTURAL ENGINEER: • HANGERS TYP11 3ca-1 3/•xIf LV1 I TAYLOR _—_ 2x10 P.T.1_ED6ER w/2-, H IN, FL� I I 2-Zxe P.T. yI D HDR. II LAG DIA, II O B e y LAG BOLTS-I6•O.C. i P- DESIGN LLC I A.5 A.5 yI 2-I.T. f I I I? I I I -P. .2x Oe I I o I I NEW P.T.2xfO's 0 16'O.C. 1 I I ( STAMP: JL _ ------------------ RETAINING I I / ------_—-_STONE VENEER I I - - ----------- - - - STEEL BEAM SIZED WALL / IPROVIDE JR/B ID�r'FDI INGO T)E BY ENGINEER, FLUSHSTONE VENEER - FOR DECK SUPPORT ABOVE A FRAMED RETAINING WALL / - 24A. - _ PROJECT PROPOSED • 6' 8'-6• 6� 6° 24'-I• � 6° PACKARD lo'-II' S'-6• .. 9'-0° 1'-0° 25'-1° J'-0° . 25 2 2q'5° 27'-I' - - RESIDENCE . e1'-B. - - - ' 204 LONG BEACH ROAD - - CENTERVILLE,MA. NOTE: - - [FRAMING LE FIRST FLOOR FRAMING PLAN CONTRACTOR HI VERIFY S 1ST FLOORCONTACT ARCHITECT ABOUT THE IXISTING FIRST FLOOR` PLAN - SECOND FANG JOISTS AND SPACING. FIRST FLOOR FRAMING DESIGN 15 NEW 2.10's Ib°o.c.515TER FRAMED TO s IXISTING 2.I0'.@ 16°o.c.AS SCALE:1/4"=1'-0" - NEEDED. 0 1 2 4 8 PROJECT#: SHEET 17-01 S.1 OF DATE: FOR REVIEW BY ENGINEER 12/1/17 12 l - 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. ' r 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS _ - PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR El ANY MISSING OR INCORRECT A.5 DIMENSIONS NOT BROUGHTTO THE ATTENTION OF THE • - DESIGNER. C ❑ ❑ ❑ _ A - REVISIONS ' - EXISTING�FLO6R JOISTS TO REtIAIN I it I I I I I I I I I I I I I I I ❑ A { I I S I G -,Yo 15�s I L '^ COLUMN I €I I HA GEv NO. REVISION DATE I I I I I I I ILs®I I I I I I I ®COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOTTO BE REPRODUCED, - 1I CHANGED OR COPIED IN ANY FORM OR p _ WHATSOEVER WITHOUT FIRST SH OBTAINING THE EXPRESS PERMISSION AND CONSENT OF NORTHSID E DESIGNASSOCIATES 10 T5 4 NFILL— IA A.7SoLunN41L I f" I" 9 . BUILDER:T54�.2 �------------------------ �• _' i II I I i�" I I I I I I ' I IIII I I IIII I I II - 1I I I :) I I I I I I I I III I I I I III I I I ——— ----- I I I I it I I I I III I I I I III I I I I I I I I L I I I I I II I I I I II I I III POST UNDER RIDGE I I I IN ILL @�II ILL4R I I I I I I µ I TO STEEL BEAM I I II Ib I I. I II I I �I I —— DESIGNER: T I I I III I I I I III I IIr---------- ——————————— NORTHSIDE I-IXISTING FLOOR JOIST5 TO RFStAIN / • PO5T UNDER i I I 1 'I III I I - " DESIGN RIDGE BEAM ABV. \ - ASSOCIATES F�Il——————— — /' \` ❑ ❑ TS 4°X4'x.25' / :I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN / \ / I COWMNDN. 141 MAIN STREET•YARMOUTHPORT•MA02675 ' (SW) -362 2210 I5081362-9802 - NORTHSIDEDESIGN.COM orthsidellDco ❑ ❑ ❑ ❑ STRUCTURAL ENGINEER: o c TAYLOR DESIGN LLC STAMP: _ A A.5 PROJECT PROPOSED SECOND FLOOR, FRAMING PLAN PACKARD RESIDENCE - 204 LONG BEACH ROAD NOTE: CONTRACTOR TO VERIFY t - CENTERVILLE,MA. CONTACT ARCHITECT ABOUT .. THE EX ISTING FIRST FLOOR 6 SECOND FLOOR JOISTS AND TITLE: SPACING. FIRST FLOOR f FRAMING DESIGN 15 NEW 2x10', - - 2 N D FLOOR @ I6'o.c.SISTER FRAMED TO -EX STING 2x10'.@ 10 o.�.A5 FRAMING PLAN -NEEDED. SCALE:1/4"=1'-0" 0 1 2 4 8 PROJECT#: SHEET SH 17-01 J.2 OF _ DATE: FOR REVIEW BY ENGINEER 12/1/17 12 l � ' r�� IB ENERAL NOTES .ALL EXTERIOR WALLS SHALL E 2X6 @ 16"O.C.UNLESS THERWISE NOTED. .ALL INTERIOR WALLS SHALL E 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. �. 3.CONTRACTOR SHALL VERIFY • - ALL WINDOW ROUGH OPENINGS ' PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY - ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR B .ANY MISSING OR INCORRECT A.5 DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. C ❑ ❑ ❑ A - REVISIONS o • I I I €I I I I I I I I I I I o � I ' �I I it I I I I IXISTINGFLOOR JOISTS TO REMAIN JFI I L TS _ I I I I I HA¢GE 15 YP.I I I ®I I I I i - COLUMN DIN. NO. REVISION DATE 0 COPYRIGHT ' - - I I I I I I I I ® I 1 I •I I NOR HSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR 5T L IFMSN�� ER WHATSOEVER WIT OBTAMANIN ING THEXXPRESS WRFITTENFIRST I I ' PERMISSION AND CONSENT OF NORTHSIDE I —:— DESIGN ASSOCIATES I I I T� T`�5 4 x4'x.25' NFILL ILA I I A 4°L�1U"N R N II 1, rRALIIINGI6III1'o.I. I III, - BUILDER. _ I T54'x4'x.25' --------- -----------.-- 1 I 11I I I 1 COLUMN ON. �I r I I 1 I I I I I I I IIII 11 I II.I I I 1 ^ I I I I €I� I I I I I 1' I IIII I I IIII I I I ' --————-— ————— I I I 1 1 I IIII I IIII I I I I I I a 1 I I I IIII I I IIII I I III I'� LLp4 �WL POST UNDER RIDGE 04 F�IL�JG TO STEEL BEAM ��11yy11 I II I I 1 1 1 II 11 7I I �— I I f IIII I I I it I I I I ----- - ------------ NORTHSIDE I ————— DESIGNER: IX15TING FLOOR JOISTS TO REMAIN - / \ RIDGE BEAM ABV. I I 1 I I I I I I, IP05T UNDER ' I 'I III I I IIII I I „ / DESIGN / ASSOCIATES • - / \ ❑ ❑ TS 4'x4'x,25' / - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN COLUMN ON. 191 MAIN STREET'YARMOUiHPORT•MA M6T5 / \ (508)362-2210 IS08I 362- 2 • NORTHSIDEDESIGN.COM - � p _ p � _ northsidel@mmcart.nel � j I ❑ ❑ - ❑ ❑ - - • y 1 a _ - STRUCTURAL ENGINEER: p TAYLOR A.5 A.5 ❑ ❑ DESIGN LLC STAMP: A.5 - PROJECT: - PROPOSED " SECOND FLOOR FRAMING PLAN `PACKARD RESIDENCE. NOTE: - _ 204 LONG BEACH ROAD " CENTERVILLE,MA.' CONTRACTOR TO VERIFY 6 CONTACT ARCHITECT ABOUT THE IXISTING FIRST FLOOR 6 SECOND FLOOR J015T5 AND Z - - TITLE: ' SPACING. FIRST FLOOR p O O F F R/`�/�1 N G- TRACING DESIGN IS NEW 2xlda !� f�F11 V l7 @ 16'o c.515TER FRAMED TO IXISTING 2x10'.@ 16'0.9.A5 - P LA N NEEDED. SCALE:1/4"=V-0" i - .. 0 1 2 4 S PROJECT#: SHEET 17-01 S.3 OF DATE: FOR REVIEW BY ENGINEER 12/1/17 12 F 1 - y v c F� I MAP 206 PARCEL 3 I THOMAS WHELTON P 2 6 P CEL 2 TOW I I DB 25658 PG 289 I a ANIE M P CKARD EL. 7.5 DB 386 G 15 i I Wo I w 3 \may � t� ■ BENCHMARK: 61'I BASIN ELEVATION < IV ELF I I =2.56 NAVD88 y p W W "' . • "PLT1ANTINGS m OW ( " I LAWN/ _ " I E .10.5 i I AREA LANDS �" 1 • ,gyp _. , v �T C� � � •� wl wl 1 alw r-'EXISTI�IG'-/ 41- DWELLING., � TOW eL� 4.6 r 'FFLR 4.3 EL. / RAISE UP\ 3.6 / FLR Z MAP 205 PARCEL 4cp EDNA S KALMAN TR ( / p - DB 13815 PG 255 IQ o Qf W 3 2 4 Z 6 1 0 a ! P WALL ELEV. 1.0 O ` ► Z . O N z REMOVAL OF UNSUITABLE SOIL REQUIRED _ O ►� ` )UND PERIMETER OF LEACHING FACILITY, NN TO SUITABLE SOIL LAYER. REPLACE s �2 H CLEAN MED. SAND, TO MEET br � :CIFICATIONS OF 310 CMR 15.255(3) pf / PROVIDE 92' OF 40 Mllc LINER AT 5' ,�h� y� OFF SAS IN AREA SHOVyN TOP AT /Q ELEV. 7.6', BOTTOM AT E\ 3.6't ,� �� MAP 0 AR ARIS ES N / 0y HASEOTES TR II F CERT 200325 � LOT OPOSED: 13,665 F.± r x F ,5 65 / 'N �• .7'** � `� • oy .3' L�C� 8 p,� l ( ) w 6 110 SF <10% INC. 5 � - 364 SF(<10% INC.) OF&I ,G� N gSS9C' V DANIEL { STRICT s A y iOME CAN BE RAISED z AL BUILDING HEIGHT °FEss\° • �N�SUR\�JJ�y�j � = 33.8' HEIGHT IS PROPOSED CONDITIONS DATE AWNING FOOTPRINT r - . I e NOTES GENERAL e .. OTHERWSE NOTED,:' PRIOu CONTRACTORDERING WINDOWS� SHALL VERIFY DIMENSIONS ASSUMES RESPONSIBILITY :. ANY MIS.SING OR INCORRECT: 'DIMENSIONS NOT BROUGHT TO r -- ■■ ■®■ u' 111 ■■■ 111 in! Sol IBM O �1■ ■�� DESIGN Bea 1111 1 I:i.. III. :Ila■al. Be 1M1L dlaemslnl■r. 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OGE BOAR (2 ISTING RI OTHERWISE NOTED ----- — —.:— — AsFALT-— ROOF.SHWGl.E9 --'--- -- —'---.:.s-1 Yh.t--VLR ; -—-—"— —. ,4 iz lCONTRACTOR:SHALLVERIFY 5/D'CDX SHEATHING .. .. - - - ". - EXISTNG FRAMING .. - -ALL WINDOW ROUGH OPENINGS I6t BUILDING PAPER. - INSULATION PER.CODE. _ .. .. .. .. _ ._. ORDERI .` "TYP. 2X4•IE'.D.C., sTn - ..- ii -. 4RCOR TO CTOR SNG WIVER H♦<.,U7LATIoN PLiR CODE_ __ t2- _;I IN_)GLPAR AIR.- �8` � ALL DIMENSIONS'PRIOR TO I� Vi�cDX.,sNPATHMG • Qe - ". 'MAIN HOUSE- 'IN5UUTION PER CODE,.TYP.:.... ,. :-- - - CONSTRUCTION.CONTRACTOR EXIST.FRAMWG. MSULATION'PER ./ '2.8 TIES.Y-16 o,c. _ - yNEW Ix SOFFIT W/'VENT- .. / • - T.O:PLATE : (TNN.)CLFiVt AIR;TYP_.:.. _ - ALUHINUfY-GUTTER.'-- rua Elw'E' ASSUMES RESPONSIBILITY.FOR VAPOR BARRIER j -G2 GYPSUM OVER bra - .9 :: _ - - - 2ND FL.FIN.CLG:: - ANY MISSING OR INCORRECT 7rvEK NOUSEWRAP % / FURING P 16,O.C. A.B MAIN HOUSE. ir' NEW I%90FF,IT F�VRLT - - — — — — — DIMENSIONS NOT BROUGHT TO sIDInGSsEe:Eievs,)_.. _:—:. . - .. . . - - : —`.— .,'_-=PM_:2Nv F�.DDR �= -- - - THE ATTENTION OF THE, - ?—' '------`—--- — —- D'BLOCKS BETWEEN - - I/2.:GYPSUM OVfli.hi3, � �3`.t 3%4'xT IA' LVL"HEADER DESIGNER: RAFTERS TYP. ' FURING P 14'O.C. 9- 13/45r9 I/4•,LVL NDR.- J - - - - H=1 3/4'x7 V4•LVL"_ - ,�© ,v IX FASCIA W/ HEADER .. INSULATION PER LADE - . ^ ALUMINUM GUTTER - M. ,� ."_ - _ 2'COX THING AZTEC COMPOSITE pi t. .- '"IX SOFFIT W/-VENT - 1/2Gf,0 MAIN Name.m _ RAILRIG SYSTEM F' .© IX FRIQE - .� __. _ -_ O.t O f _ - m O_ _ VAPOR BARRIER TA.'PLATE _ fx"DECKING ON P.T„ :m O. - 3=1 3/4lx7.1/4•LVL 'ml . �..— — — — — —' 2 I 4•x9 V4 LVL. — �. TYVEK.HOUSEWRAP DECK FRAME DC. NDR. .. - ... i2 Y� BEDROOM. .CL. .HEADER 51DING.(SEE ELEVS): I`IAIN 1CUSE. N: _ Ge6� ^ - VERIFY EXIST.FRAMING - q g FAMILY RM. TiuN aaser — — — u No. aEv1s10N DATE _.. .. _ .=...—FLV 1ST.FLOOR ._ -- SA'it71/4'.LVL 3-1 9/4'7i7'V4!LVL HEADER - ID EXIST.ulde!IG•.o<. EXLYT.3.i0' •k•os. — —•— —..—-133 P.T.3-1 3/4•X7 V4!' ER.. 9' _,., P.T.2,0'.i 2'o,c, —,—.:—-—.—:—':— :_:- —.— - -_. .. -. - F`Eiti)ZONE A8 LVL HEADER - - 8 ® COPYRIGHT STEEL BEAM WI - - - —..—.—.—.— t•a 12—'A) 2x8 P.T.LEDGER.m✓2 S/8' - _ . FLUSH.FRAM. .. .- GAIV.STEEL g_ ) q• p.T.2i6'e 1 I6'o.e.:WL : '•�gg - `b':7 I _ 1 _ RESERVES RNORTHSIDE HEREBY COMMON LAW EXPRESSLY HANGERS T7P. per, - 'PLYWOOD,TYP. TOP OF_FOIRID: - :DIA:'LAG BOLTS 16,O.C. I _ _ W: _ _ _ _ tt-�S LLL111�jr :�'DECKING ON,P.T.: " .G - DEGIC FRAME- COPYRIGHT. �r10 P.T.LEDGER — _.G — —" - _ S EL.HEAYI TOXd� —.— — —-—....—- bD'. - 2xb P T.DECK a: F( _ 9 THESE PLANS ARE NOT TO BE • -FLUSH FRAI'1ED J015T 12 O.C.'". - _ .� REPRODUCED.CHANGED OR. w/2)S46 DIA. _ REAR GRADE - _ A.7 - SLAG BOLTS 16'O.Ci .6 - .. _ P.T.9-2r8 + ' .: ._ "- - 2XG'P.T SILL ..qs. .�eSM HpR. / s, y - 24 5/4"V4' LVL 2 7 .'�= MAN HOUSE, COPIED IN ANY FORM OR MANNER . -. PRCH SLAB Jb'PER .YY'BILL BFALER -- FLUSH HEADER "FIN.-I5T FLOOR OVI RHEAFOOT TOWARDS DOOR - :—'--. "•—.— .— — — — - y' -p9 OBTAIN NG THE EXPRESS MITTEN - - EMI9T.2xW►1 k'm.c. 7 v llr:RMIS /. } GARAGE _..—.—- — — — _. WORTHS E DESIGN ASSOCIATES. —.—.—.—. _ ..... _. , STAINLESS 2-NsuLAT10N V4'LVL.- _ _ .' ,,.:`, f0'THKK x!G'-G' _. _—- ._. :�IANGER.s — --BEAM,fLVSFF 2xB 9 10 caNCRETe IJALt'" - 7 TOP BUILDER: '' 4'.CONC .SLAB.ON JOIST 12 D.C. - - - _ O1 CONT.24'a0• :: o6 10-MIL.VAPOR,RETARDER. mFK_RE_TE FOiOfING - - v€' s ` 2xB--P.T.LEDGER D,/2 ..%• " �} " 4•COK.SLAB ON DIA..LAG BOLTS I6 OGI VERIFY AND MAINTAIN Z in ? ID MIL VAPOR-RETARDER CONT.THS TYP.A.6 - 4'"FOOTING C.o✓ERAGE = � LBELOW GRADE " BASEMENT �2-05 PROVIDE"12'DIAM:SONOTUBE I .. - - I - - - w/BtGFadr:FOOTING(Bt36) NORTHSIDE FOR COLUMN SUPPORT ABOVE W/B DFOOT FD�IMIISONOTUBE 6•COMPACTED FILL" �� DESIGNERc . _.CONii7diai5 RIDGE-VENT NG(SP26) W6X6 POAXkZ9.TOP US OF SLAB.:.. �, - FOR COLUMN SUPPORT'ABOYE -_V 12 EXISTING RIDGE BOARD A 7 DESIGN 127 B BUILDING; SECTTO.N "�oo`"T -EX19TMG PRANWG . DISTWRIVE xENDEN71ALk CDMMEROAL OFSIDN 141 MAW STREET-YAMSOUTHPDAT IAA 01575 ' ..ISD3L361-2210 'ow)362.om . EXIST.�FRAMMG .'12 - NOWHSIDEOESIGILE01.1 ... a 1 . -" WSULATON PER CODE,:TTP. Q INSULATION PER C00E TYP HORTHSIDEl@COMCASTHET V P(MM.)CLEAR AIR,-TYP - - 1'lnM).CLEAR AIR,7YF _ - _ WLM HOUSE, N64 IX soFF1T YJ%YEI1L. -. — _ 2- cw. STRUCTURAL ENGINEER: C07TTINUa75 RIDGE VENT i o 3-Zx4..ML.1/2'COX �/ I6' - TT 1 LATION ALUMINUM GUTTER .ASPHALT ROOF SLIMGLfS "24 9e.11 7/e LVL RIDGE - - OR FLITCH PLATE." ND ALL&4 CL9;. NEW Ix SOFFIT W/VENT 'v : - _ .2,W RAFTERs,o[I.,o.c.. _ 1l TAYL .Q,nRl PER CODE,T' INSULATION 'EP. • LLC YTp._PPLLATE'..- ' .. I!(nIN.)CLEAR ADL,TYP �. y_ .—.—.—.—. .—.-— _. - BEDROOM BATH - o zr IIND OwcKs BETWEEN F1NM ND NOLISE.FLOOR e+ 1s-1 9/45i"9 V4' - �/• IRA G]i5, l'YP APARTMkNT - —'— ---'—`.---• ---.—.— 'LVL WEAVER'. - fIN CATHEDRAL Cw VERIFY EXIST.FRAMING _ .. _: ^:—..--..—. ._ — — —.—. —- — •Q r... SAN HEADER 7 I/4'LVL 'G] ^ 9-1,3/4'x7 I/4':.LVL _ - - — ""1)I/'I�IIA•)UTTER _T.O.pLA T... / D.PLATE O .HEADER — :fX':SOFFIT W/VENT... . b 1 o :� n O. •.IX�FRIQE _. -h` C. IS 3=1 A.,4 iiz•LVL. 6 4 y NDR. As . BATH BEDROOM B >. APARTM�fT. • - MAIN NDUSE, - .. - FLOOR - .. FIN-IST -.- .. 204 LONG BEACH ROAD CENTERVILLE,•MA � �. --EXIST.2111L•IV,os. EXIST'2.10.@ IG s.-: _ P.T.:2x(, WJ EXIST.2.W.•.k•.'O.C. -— -—-— —.r—.. - -=-.—F'R8t11NG.P�(7`.'es..—F@j� .._. - — — - — —_— —•—•— — — �`_ wo /' STEE1..15EAM WI045 W/V2'PLYWOOD, - - - INSULATION PER CODE - +' FLUSH BEAM 'TYPICAL _ _. —-_- TOP OF FOUND. _ —-P.T Zx6 a P I6 o c.NV Tom: 1 n TITLE P.T.2x6!e"P'16!o.c:. -—W/SIL SEALER ..—.' � - — IOA` -JM'PLYM100D, TYP.: _ 1/2•:PLYWOOD, TYP: �h W/SILL SEALER - 7 - - : .RFa1t . _ -....t. • _. 41_CONC.SLAB ON. CONCRETE :ALL O e. _ _ NOTEI 10 MIL VAPOR RETARDER. .. - p; -.CONCRETE WALLOW ... CONTINUOUS 24'x12' ' '2-7S5 GONi;�7y5.77- CONTRACTOR.70 REVIf3V BASEMEN CONCRETE FODrIyGINTEGRITY _D. scALE:�/Bx=a!o^ TD STTRRT.CtU , _ •. 2-Lf5'fLNi T18 TYP.. .. -' -' A DETERMINATION WILL HAVE TO'. 'BA.•B1f91T FLR' -.„ gA Ej.jEHT.FIX-: B SEIVIEIVT LIFTED EXPOSED [7Cf5TRJGE 1FRAMING. 6 COMPACTED FILE PROJECT'#: .'SHEET iWbX6=W2.cIXW29T01?`I/3 OP SLAB � :-.._. .1.�-o A.5 C) BUILb NO SECTION D :BUILDING S.ECT.ION. rrb' _ TRUCT DATE; OF CQ1S LONI 13 - GENERAL NOTES A.ALL EXTERIOR WALLS SHALL BE 2x6 616'D.C.UNLESS , . (OTHERWISE NOTED. ;2.ALL INTERIOR WALLS SHALL BE 2x4 @'16-O.C.UNLESS OTHERWISE NOTED., - 3.CONTRACTOR SHALL VERIFY; - - _ - - - - ALL WINDOW ROUGH OPENINGS t _ - PRIOR TO ORDERING WINDOWS. ,. BIT.JOINT.FILLER, - _ TOP'OFP WIT"FLFXNiLE. - .. - - - - - I 4.'CONTRACTOR SHALL- - JOINT SEALANT � -- � � - _ � � - ALLDM NSIONSPRIORTOIFY i W6xb W2.4W2.9 TOP SIDING SEE ELEVATION - - - CONSTRUCTION.CONTRACTOR DO INOT ONCRETE WALL 4 a'e V3 OF,S� - y,_ - -:. 6 MIL:POLY VAPOR BARRIER - ASSUMES RESPONSIBILITY FOR 'UNTIL CONCRETE HAS- .,_ . - •TYVEK'NOUSEWRAP- _ - . ATTAINED 7 DAY STRENGTH ,4.COW.SLAB - -"- I }� G.W.B. - ti 'ANY MISSING OR INCORRECT --AND BOTH TOP-4 BOTTOM - - - ASPHALT ROOF;SyINGLEs ep - ° _ - .`DIMENSIONS NOT BROUGHT TO •CDX PLYWOOD OF WALL ARE PROPERLY e F - �+ - .. ( :MATCH:DXIS7ING - THE ATTENTIONOF THE-,. 9ERCURED. . ' 16'CO.0 -. T"PLYWD:SUBFLOORi - - - DESIGNER. 1 —®9 2(4 0 -- GLUE.4 NAIL TO..JOISTS , I D R. YY tt6 RE8AR5;CONT, \\//\/ I 4 A INSULATION9({COX SHEATHING TOP 4 BOTEOM. - <. , P_ER'CODE _ ' - \�/\/ �o. _ •COX P.T.PLYWD.. - .. CARRY DAMPROOFING- \ ..ea G'COMPACTED - BOTTOM b'_. - .. '.. - _ 1'CLEAR AIR(BIN.) OVERTOP OF FOOTINri TYPICAL /\� \/r�\/\ FI B\��\ 2110 RIM JOIST OR DBI_PERIMETER- � RAFTE_RS�2X WIND-B-WTMCIP...BETWEEN, - /\ / TER.BARRIER.MEMBRANE _/. .ICE AND WA j j/\\ I CARRY LIP 3-a FROM FAvE, NO. REVISION DATE T 2x4,KEYWAY TOW,\//\// _ , .AL.DRIP EDGE. - � NO_TEi _ _ ® COPYRIGHT N �` . �'�". �a CONTRACTOR TO.REVIEW RESERVENORTHSIS S COMMON LAW E HEREBY EXPRESSLY OVER ICE 1 WATER EXISTING FRAMING FOR ER'BARRIER STRUCTURAL INTEGRITY AND ALUMIN.GUTTER COPYRIGHT DETERMINATION WILL HAVE TO _ _ INSULATION-PER CODE THESE PLANS ARE NOT TO BE \\\ \\ BE MADE WHEN HOUSE IS I __ -ISKIM COAT Is�E�LIFTED AND-EXISTING FRAMING _ i ON I t STRAPPING 1 16•PO T� COPIED D IN ANYFORM OR MANNER i CORA VENT STRIP VENT WHATSOEVER WITHOUT FIRST' OBTAINING THE EXPRESS WRITTEN , - PxT -2(61e 0 16',o.c. BED MOLDING- - _ PERMISSION AND CONSENTOF - - NOTE..FOOTING SHALL BEAR ON COMPACTED '. -' GJN.B. - BX FRIEZE _. GRANULAR FILL OR NATURAL UNDISTURBED... _ .... _ _ . GRANULAR SOILS FREE OF'CLAY,-PEAT LRAM, .. _. .. `SIDING,- _ .. NORTHSIOE D ASSOCIATES: VEGETATIVE OR ORGANIC MATERIAL, AOTIFY .. - •I ARCHITECT IMMEDIATELY IF,DIFFERENT COIJDITIONS: - - "TYP,WALL - BUILDER: ' -ARE ENCOUNTERED.. 2�6 P.T.SILL - SILL SEALER .. .. TYPICAL SLAB t. FOOTING CA EA E DE AIL SCALE I-V2°. I'-0°- °,ii e( SCALE-1-1/2° . FILL•'TAMP 5'OVT FOR R .., - ' I'/FT.SLAPS PROVIDE 'm _ 12 BED OF$•STONE 1. 2 nRo N®FRS X3atr. DESIGNER: n WHERE No,GuTTERH I e:" - .. NORTHSIDE D ALL OPENINGS - - - _ I We ANCHOR BOLTS•36 o.C: DESIGN _ MIH.v.ET�EDMENT ASSOCIATES Go wlj•Y3•I(I/4P PLATE WA NIii DRIUtRNE PESIDENMl6[OMMEftC4U OE51Gf1 DAMPROOFING BLOW.GRADE. I ;i I I 4 . I e NWN STREET Ywm(OUMMU-MA0zsn igi,. i NOTE.• (SM).36x-mO 4e03136MM - - CONTRACTOR TO REVIEW NORT MWEDINW.coM I L . - .. - EXISTING FRAMING FOR NOATHSIDOOCOMCASTNET ` - - - STRUCTURAL"INTEGRITY AND of TYPICAL SILL DETAIL . DETERMINATION WILL HAVE TO i •^ LIFTED MADE WHEN HOUSE J5 'LJ SCALE 1-1/2• =.1!-0" TYPICAL.EXTERIOR is EX SHED EXISTING FRAMING - STRUCTURAL ENGINEER: .. :. .,. WALL CONSTRUCTION - TAYLOR N LLC` COORD.DIM.W/ .. - R.APRON,THICKEN TO 8' - DOOR,LOCATION - - ALUI'IINUM-.FLASHING- Y DOOR-6PENING - .- GARAGE DOOR R e - ,SHINGLE RIDGE CAP 2(10 P.T.LEDGER • . _ROLL VENT W/2)W DV\ - - LAG BOLTS IL•O.C.' _ - (•�� LVI ,AN - 15u FELT PAPER:.. - 'SIIZEESEI AY VARY)R u - I -GALV:ANGLE w/p4 L �. ROJE ANCHORS 0 V-W 5/8'COX PLYWOOD. - - 5 T � O.C.MAX: ....._ .,' - ... _ _ ISTS•I6'0..5, - + RAFTER VENT•WHERE INSUL WWfi W2.9XW2.9.- (MIN. I CLEAR AIR) - - - `tx •2AO:P.T. DECK' - RD 'TOP V3 OF.:SLAB .. 2z10 RAFTERS.F .le o.c.: - .'Qe 'JOIST W D.C.. .. . A INBuLATroN PER CODE- - _ .IDENCE � '. PROVIDE I LAYER`S/8' - .TYPE A' FlRECODE GWB 204 LONG BEACH ROAD . • ENTIRE-:GARAGE 4 CEILING CENTERVILLE. A. yK4 - ',< _ - - STAINLESS STEEL _ -, ".J� -•e d N :•.� <e, _'o: .' K c. '.Ft 2 - R J JOIST.MANGERS _ - '+9 a . .;<- ....a -. 'ee ::.(4�a ti..i;. r,..• .2x4.KE7WAY - - TITLE' LVL'NEADER FOR ' - _. . ` ,, ... .:5' '- •}t; - r.. a x. ' f`: _. � FOR'O: GARAGE DOOR� - -'OVERHEAD GARAGE - _ - tiMa}r 't''4: � G �: Y*Y� a D< . e L eta•trt.r r{ �.r .;j .. '# °°°� DETAILS, l:a •4 u C. . Z ' \� \.' SCALE:1JB f-0° COMP.FILL-- \//.//./ ��r1 YP:ICALti�RIDGE `VENT DETAIL: _ 2 .4 8 \\ SCAC I/2", ATYPICAL DECK `L-EDGEIR • PROJECT#: SHEET ` 17-o A.6 �1GARAGE APRON DETAIL ll SCALE I-I/2! a II-O° Y r> g.- DATE:. OF tF•OR CDNSTRUCTION, 10/17/17 1.3 ^ GENERAL-NOTES - - L ALL EXTERIOR WALLS SHALL - - 6E2z6 06'.O.C.:UNLESS:"..".. . - - - - OTHERWISE.NOTED.. 7 . 2.ALL INTERIOR WALLS SHALL; - . BE20@16'O.C.UNLESS . :.GOMPOWTE DECKING - - - .. - - OTHERWISE NOTED:,`:... - &CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS T P DECK I 2xB P. ; '9/A'COMPOSITE TRIM - 2K&DOI 12'.O.C. I _ - • PRIOR TO'ORDERING WINDOWS.SEE FRAMING PLAN I _ - 4.,CONTRACTOR.SHALL VERIFY 2-2u0 P.T.HEADER ALLDIMENSIONS PRIOR TQ .. .. �... - . ...- .. CONSTRUCTION.CONTRACTOR _ - ASSUMES RESPONSIBILITY FOR _ ANY MISSING OR INCORRECT DIMENSIONS NOT:BROUG_HTTO, -SHE ATTENTION OF THE .DESIGNER. 646'P.T.'POST - - - - °PROVIDE 10'DIAM.SONOTUBE - _ GALVANRED JOIST, - COMPOSITE DECKING - W/BIGFOOT FOOTING(BF28)OR(ELM) ° 'a i�ANGERS. TYPICAL FOR COLUMN SUPPORT ABOVE NO. REVISION DATE <, --, 2-Ti0 P.T.HEADER_ 51ZES V ES VARY BFAM.. _ARY BEAM 512. - t - m JOISTS P.T.DECK .:, _ - q. " - N THSIDIGHTR- . j 1 O° - .JOISTS 12°O.C._ .-BLOCK OUT"FROM BEAM - THRU-E)OLTED NORTHSIDE HEREBY EXPRESSLY- . " iSEE FRAMING PLAN TO EXTEND SKIRT BD. RESERVES ITS PAST SONOTUBE _ ��. Ij � -f/ COPYRIGHT.S COMMON LAW. . BLOCK IFIP.T.PLYWOO_D _ _` .,` -- THESE PLANS ARE.NOT TO BE, SIMPSQJ ABU46 .. BRACKET TO BM." _ - COREPRODUCED, ED IN ANY FORM OR MANNER - :r! `\ ` WHATSOEVER WITHOUT FIRST ' ' y: - y'� - - - OBTAINING THEEXPRESS WRITTEN PERMISSION AND CONSENT OF. .. - .. - NORTHSIDE DESIGN ASSOCIATES. - . - STEEL 'L''BRACKET.EACH SIDE - - - �CONNECTIONS PER-AISC._ BUILDER:, AILO CI-I OS D TAIL TYPICAL DECK -HEADER CONNECTION / n 1 STEEL BEAN. TO BEAM CONNECTION -- SCALE I-1/2° I'=0' (A :SCALE 1-Ic2',=.I'-0°' f SCALE I-I/2' 1'-0' DESIGNER NORTHSIDE s 1 ® DESIGN ASSOCIATES ' ISTNCfIVE flE510FNTl4l i COASMERQAL DESIGN - _ 141 MAIN MEET _YMMDUf DW-MA 02615 .. -.. (m)3623310 (503)362A302 ' NOATNSWEDESIGN.COM , . - - NOiTNS01E1®COMCAST.NET STRUCTURAL ENGINEER:71 TAYLOR OF tu. IGN LLC - Al RD IDENCE 204 LONG BEACH ROAD • •. :,: CENTERVILLE.'MA. F DETAILS SCALE:118"=T-0". ' `O 1 2 .4: 8 PROJECT# - SHEET F . I7-0l A.7 OF F R GONSTRUCTfQ-N1 DATE:. _ O..- _ 13 GENERAL-NOTES 7...ALL EXTERIOR WALLS SHALL .BE 2x6(6 16-O.C.UNLESS ' " .OTHERWISE NOTED. _ - - 2.ALL INTERIOR WALLS SHALL • I BE2x4 Co?16.OQ UNLESS ':OTHERWISE NOTED:,_-... . - .. •.�j,�r _ iWCONTRACTOR SHALL VERIFY .., , :... - -. ALL WINDOW ROUGH OPENINGS •)- I "' :DiBL-TOP.PLATE ,•.. :PRIOR TO ORDERING WINDOWSr -- CTOR SHALL - - I. ALL DIMENSIONS ONS PRIOR TO VERIFY - -RAFTER®I6!O.G. .. - - - 1 a _ I�I CONSTRUCTION.CONTRACTOR: _ - '2ii6 DDL TOP PLATE .L. _ASSUMES RESPONSIBILITY FOR_' - DIMENSIONSA NOT BROUGHT r INCORRECT.. H7 T0- . SIMPSONBP6(20.GA,) i` .. 2x,STUD5.@I6l:'O.C. .. THE ATTENTION OF THE - 0 0 . I It 1., .. .DESIGNER: a o H2.5.@ EA.:RAFTER . .: y.. . 2. STUDS.®.I6-.O.C. TOP PLATE _..•, - ,_ .... � •yi'I��--j �, 'DSL BTM PLATE. . HEADER. FULL HGT.STUD . _ -HDR UPLIFT STRAP NO. REVISION DATE - CK STUD"-. •.• - RIM - � � WINDOW SILL ® COPYRIGHT G�A PLATE ° _`II LOOR JOISTS - NORTHSIDE HEREBY EXPRESSLY • . 1STFTER TO PLATE GONNEGTION 11 RESERves rcs coMMON Law CAL&N.T.S. ,. LATERESERIGHT. 5/B ANCHOR BOLTS P 36• O.G. THESE PLANS ARE NOTTO BEEW FAI"I I LY-.ROOM - N. 7!'EIIBEDMENT REPRODUCED.CHANGED OR - �. - aw/ *I:3"A/41' PLATE-WASHER. ;�. .. - - •. - ....a-i _ COPIED IN ANY FORM OR MANNER -.:_..... - - WHATSOEVER WITHOUT FIRST- 1 OBTAINING THE EXPRESS WRITTEN it _ 12 C.A..ANCHORS 7YP: - PERMISSION AND CONSENT OF- . 1/2'r-Ex SHEATHING _ .r . THSIDE �:- VOL.BTM.PLATE. -SILL PLATE TO TOP PLATE - - I� - SEE NAILING SCHEDULE' _ �° NOR DESIGN ASSOCIATES.. '+l 5/8'.ANCHOR BOLTS @ 36'O.C. BUILDER:, d w/3'x3!xl/4'PLATE WASHER TUD5 4 HEADER c SIL TO PLATE CONNECTION ,w/ SHEATHING • _� SCALE,N.T.S.. _ li' SCALE-N.TS:NEW FAMILY ROOM NEW FAMILY 'ROOM DESIGNER: NORTHSIDE ,.. DESIGN ® ASSOCIATES JOINT DESCRIPTION NUMBER OF Nur®ER of_ NAIL SPACING - DERINCNVERESMEfw,LE.COMMERWLDEMI • COMMON.NAILS BOX:NAILS .. - 141 AIaN STREEi•rAMlgVrxvolti•MA076'R . - •. - .`- (SOB)962.2230 (SOe)9fd9E02 ROOF FRAMING . -. - - - _ NORTNSiCEDESIGN.COM NORINSIDEI®fDMCATE.IEEE BLOCKING TO RAFTER.(TOE NAILED) 2-6d 2-Lod FAC}I END_ _ . . . RIM BOARD To RAFTER(END NAILED., 2-16d B-16d .EACH END - .. _ - WALL FRAMING V2'cDx sHEAiiaf cbNTMuous HPEi OPENINGS STRUCTURAL ENGINEER: TOP PLATES AT INTERSECTIONS(FACE NAILED). - - _ 4-16d 5-16d AT JOINTS MULTIPLE OP _s @ ML, ENINGS AYLOR 16d 'Gd. r24!O.C. . .. T - �S,IGN LLC STUD TO STUD(PAGE NAILED). 24'O.G.ALONG:EDGES HEADER TO HEADER,(FACE NAILED). FLOOR FRAMING JOIST TO BILL, TOP PLATE OR GIRDER(TOE NAILED) 4-041 .4-10d PER JOIST` BEAry'15TRAP NAILS @ l"IOt'fON EXTEND O KING STUD • - BLOCKING TO.JOIST(TOE NAILED) 2=Bd 2-IOd EACH END. - - , 1 u BLOCKING TO SILL OR TOP PLATE(ToE NAILED) - S5.Io 4-16d EACH BLOCK T 4� L.STA..@ EA RAFTER LEDGER.STRIP.TO BEAM OR GIRDER(FACE NAILm) 5-16d 4-16d EACH JOIST RID. - NAIL:TOP PLATE-" I 'JOIST ON LEDGER TO.BEAM(TOE NAILED)-`" B-Bd 3-lod - .PER-JOIST' ' 711 DISTANCE 2= 5/B!ANCHOR BOLTS= TO.BTM: OF-HDR: T^ ' BAND JOIST TO JOIST-(END NAILED) 9-16d :4-I6d - PER JOIST - - : \ 2 ROWS-BAND:JOIST TO SILL:OR TOP PLATE(TOE NAILED)'. 2-16D ,3-16d PER FOOT - - w/3'x3! PLATE-WASHERS @ 3' OC_16d NAl1;4i .� ROOF SHEATHING ° OPENING I D WOOD STRUCTURAL PANELS -. L R - .. � - . :RIDGE.BEAM� � .FOUNDATi� 11 L� 1, •, ENCE RAFTERS OR"TRUSSES-SPACED UP TO W'O.C. ad Lod 6'EDGE/6'FIELD �•- I - ".'11' .. RAFTERS OR TRUSSES SPACED OVER.16'O.C. :ad IOd 4'EDGE/6'FIEcg: _ • , ., NOTE, _ - I, - 204 LONG BEACH ROAD ,RIDGE STRAPS ARE NOi GABLE ENDWALL RAKE OR RAKE.TRUSS w&GABLE OVERHANG :0d. 'IOd - b'EDGE/Q:FIELD;. -• .. kREOUIRED WHEN'COLLAR<TIES OF _ IN _. .. . CENTERVILLE NIA: GABLE ENDWALL.RAKE OR RAKE TRU55 w/.STRUCTURAL -- .Bd 10d 6'EDWO FIELD NOMINAL:1.6.OR ZA LUMBER` _ OU LOOKERS_ .. - - .ARE LOCATED IN THE-UPPER - GASLE ENDWALL-RAKE,OR RAKE TRUSS till LOOKOUT BLOCKS ,ad jod 4'EDGE/4'FIELD - THIRD OF THE ATTIC SPACE AND GEILING.:SHEATHING ATTACHED To EACH ENDS USING g)iod I+AI!s FACH;END '�g A OW WA�LAQII GTPSLII'1 WALLBOARD _ _ 50 COOLERS T EDGE FIELD. - - TITLE.N.T:9;. NEW FAMILYM -WALL.SHEATHING DETAILS T1 RIDGE BAND STRAP.-; ;WOOD STRUCTURAL PANELS - 5CALE-N.T.S. STUDS 9PACED•UP TO 24'D.C. ad Lod 6':EDGE/121 FIELD NEW FAMILY ROOMSCALE:118'=iDO� t1�.AND 'FIBERBOARD PANELS ,Bd - :3'EDGEr6'FIELD -- h';GYPSUM"WALLBOARD... _ :5d'.COOCERS = . . '.7r EDGF/10`FIELD. - 0 1 2:' FLOOR.SHEATHING -7-774 KWD STRUCTURAL PANELS PROJECT#t SHEET it OR'LESS � I� ;6 EDGE/17.:FIELD /"�.'8 - GREATERTHAN 11 IDd ibd i6 EDGEl6'FIELD- - - `FO;R COI�STRU:CTtON; DATE:, OF ,.�, IV!W!7 3 GENERAL NOTES' . - - • - ,1..'ALL EXTERIOR"WALLS SHALL BE 24 @ 16 O.Ci:UNLESS OTHERWISE NOTED, 2.ALL INTERIOR WALLS SHALL_ . `24'-10' - _ - _ 92'-O' 24'=10' , - SE 2x4 @ 16 O.C:.UNLESS - ;15'-p'. .. :5'-0' .-.... 12'=0':, •. � - :OTHERWISE NOTED . - - - - _ 3.CONTRACTOR SHALL VERIFY' ""-A'-W b' A'-O' 12'-10' - 'ALL WINDOW.ROUGH OPENINGS'" _ - - - -- - FRIOR TO ORDERING WINDOWS. " .4.:CONTRACTOWSHALL VERIFY I '- - • ALL DIMENSIONS PRI TO .. 5 "2-2xB P.T..H IF i - - - - :2x8 P T LEDGER ' .- .! .. -• CONSTRUCTION,CONTRACTOR w/2-6/0•DIA:" P•T• �Q i - - ASSUMES RESPONSIBILITY FOR LAG BOLTS 16'O,C, 12'°•f• - - ANY MISSING OR INCORRECT. DIMENSIONS NOT:BROUGHT-TO: THEA Ni OF.THE" TTE ION' - - D_E_SIGNER. - r w/2-¢/B•DIA: - - - P.T.2:8'e - L I—T �LD�D�>trFrTBE ': T-1—r T rT�.1 x.W T 1 1 11 I I: I I I� Rsolf 'STONE VENEER EXISTING 2d0"FLOOR JOISTS P�6''"D.C. IE� ' II NO. REMS_IO_N DATE RETAINING WALI _ 1. 1 - '2 2:B Y.T.HDR.. - _ I -nTP9 9 1/4' h. POSTTy. ® COPYRIGHTIi 1- II ( I 1 '1" I ) I I I 1 I UP/DN, I 1 R i' POST. rosT z NORTHSIDE HEREBY.EXPRESSLY I ..1 Ib ( LVl1 3/ :9 v4 I' I I I .I M ' I' I "1 I Y ;; - _ ——m —— — UWON U_P/_DN_.• _ RESERVES ITS COMMON LAW I I t I I- I. 9 - THESE PLANS ARE NOT TO BE '� I ( \., _ I REPRODUCED,CHANGED ORL. . 312x(d QR. ,. . T `T <f-.T-1 I-I I COPIED IN ANY FORM OR MANNER -fL II I I F4�1'=-Intel UP/DN. I I 4 I II .11 -I. I WHATSOEVER W[THOUT FIRST Tye - --- - t. t ..t OF OPOUtQDA JON I OBTAINING THE EXPRESS NRITTEN �1r'IT 11''ft'# I" 'R'11r - - -'�'-'Ir TS 9k4'x.25'- I I- I I I -I •I �JAl.1. 111122��04�Ili GhBl.�'.I.I• 3'-0'. PERMISSION AND CONSENT OF A.6 1 II 1 I I I I "�!3� 1 t JII I II II I 11 11 I �D"N D11• I 1 I I I 1 X NORTHSIDEDESIGNASSOCwTES 1 I I I TE L B 1oJ{22 Q I, .11. ISTEI 97 I I I :) bassi 1 I 1 I I. I I I I I I 1 I I I I J UP I �———— =——-———————— 11 1 1: "I".'.1" 1 `1 'IF'" At"�D I .II J 1 I �N' I 1 EXISTING 2 IO PLOOR JOISTS 16• BUILDER: J1 _1 GAw I RED►Iwx�ERs� �II�. 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OTHERWISE NOTED.:, ' - - - - - 2.ALLINTERIOR,WALLS SHALL BE 20®16"O.C.UNLESS . .. .- i OTHERWISE.NOTED,.' .-. . - - - 3.CONTRACTOR SHALL-VERIFY- _ - - - ALL WINDOW ROUGH OPENINGS - -. PRIOR TO ORDERING WINDOWS., 1.CONTRACTOR SHALL VERIFY"L4 A:5' ALL DIMENSIONS PRIOR TO _ - - -" - - - - - - CONSTRUCTION.CONTRACTOR - .. ASSUMES.RESPONSIBILLTY FOR ANY MISSING OR INCORRECT- -. DIMENSIONS NOT BROUGHT TO C - ,❑ °.. - .. A THEATTENTIONOF.THE. A.5 A 5 DESIGNER. e . ` _. —.--—j—--�-ti jAA'D:i.;�S;—5I —�—.\_—\—,—�.--- _�`U�.dJ� IIIII IIIIIiIII II II II• -:�IIIIIIIII I1 II•I I:III1IIII II III.A c.:[•:i 5IE;:IIIIII II III f�_L IIIII I III II.Yl.III II I�'I I:_I I-1-III III .1IIIA'ILII F I-I Y DPEJI fX`�0IIIIIIIII II II S TTI'ING--—IF_L.—O—AI R 5---J. (II.IIIII9PIFO L 4 r4MeMA'rAfIIIIIIIIiI�INlIII,'IFII II lI L I G: III�IiIIIIIIIII-.S,�•LT-EI�IIIIIIIII0.1I Il-�"t61II1IIIIIIII II•o.hc.d.ITI IIIIIII.'iIIIII ItIIIII;IIIIILPIII I(I. . ❑::I Nm —/—/ //_A,A'sI•:'�._'.\._\,.....11_ \.'•�..�.\- - — -- -------�----_° - _ AOO1V. T 1.R :#, E:V-"_ I SIO,N - D • A" , 'T -- -E u„ I ' I TS M4�. . 0) COPYRIGHT VYDH 4 ORTMSOE HEREBY EXPRESSLY RESERVES ITSCOMM( I I I NLAWI - I I COPYRIGHT. THESE PLANS ARE NOT TO BE, REPRODUCED,CHANGED OR: COPIED IN ANY FORM Oft MANNER�AT F B P WBX24 OBTAINING THE EXPRESS WRITTEN N PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES, B S 7 I mL BUILDER COLUM TS4'x'x5 — ------ --2 _........_............ I I 1 POST UNDER RIDGE TO STEEL BEAM DESIGNER: NORTHSIDE DESIGNUSNG FLOOR TOR POST UNDER RIDGE BEAM ASV. ASSOCIATES if Z DSNCTVE RESIDENTIAL&COAWFa❑ALDESG N litMSI3TREET•YAMSOVFNPOT'AA0167! COLUMN DN. ISOD)362-2210 SOO)3 N2 NORTNSIDEDESIGNCON Wa1NSIDElocomH TRUCTURAL ENGINEER: TAYLOR N LLC D NCE 204.LONG`SEACH ROADSEG`0' D FLOOR- FRAMING PLAN CENTERVILfE,MA NOTE!: TITLE: CONTRACTORTO.REVIEW 'EXISTING`FRAMING'Folt FRAMING STRUCTURAL INTEGRITY AND' PLANDETERMINATION WILL;HAVE TO Or MADE NNEN DOUSE 15 LFTEDAND EX-STING FAMING IS EXPOSED SCALE[ 8"=11-0" .0 1 2 4 e_: SHEET S.20 7Fl� .. FOR CONSTRUCT'iONI DATE: OF r 10/17/17 1 3 GENERAL NOTES + - 1.ALL EXTERIOR WALLS.SHAIL, • - BE 2x6'b W O.C.UNLESS OTHERWISE NOTED. - 2.:ALL INTERIOR WALLS SHALL. - - _ - BE 2X4 @ 16'O.C.UNLESS: - - .OTHERWISE NOTED. . - -3.CONTRACTOR'SHAI L VERIFY'- _ 'ALL WINDOW ROUGH OPENINGS . 24'-10' .. H2'-O• PRIOR TO ORDERING WINDOWS. ,Z4i_�• _ 4.:CONTRACTOR SHALL VERIFY . . 30'-0' Si-O• Ib1-10' ALL DIMENSIONS PRIOR.TO._ 1'-0• .. .CONSTRUCT ION.;CONTRACTOR - - ASSUMES RESPONSIBILITY FOR ANY MISSING ORINCORRECT- - DIMENSIONS NOT.BROUGHT TO' . A.5 A.5 THE ATTENTION OF THE DESIGNER. ' .. .. 3-1 9/4•x . 7 V4' - . -_. LVL HEADER. 1 -.".. 3A 3/4'X7 1/4. _. W.BTVd d I L �DCL1�9 I � — —•— — — _ I I I I I I IK.IT I I d oI I II I DEll: A NO. REVISION DATE_ A:5 " EXISTING RAFTERS I II I .I I. 3 -�t - _ ® COPYRIGHT, I II I ?I I I 1PD•0N-9.TV--.=1L V4A L=EY1/_ •—_/\—\o'; _-—\—\.--\—1 22v—■1—_=; :LB D-V N.-L-E Y _ `` ,'III y' IIII•II—I II I IIIII-._..III I III-'1PIIb1II I AOsu,EspFs:'s :;I.IF—Il L.TEe.-T`.o.•3_-IIl�2 IIA`x4 IIIIIW II II—/A G:C VI-II—ItI g I;_YEp9gr.—.9..III�II—'IpN—..,IIII I •.III< RLJII I 4 P.1�—..IIIIIIIIIIIIIII I II.--�..1II(II I II_.—-.`�II_II(D"IRI'II I�I oI I II I I _ D__ _�---._._./o...-/—_4/7-- I -.-A_1 APD,�i5 ONl.S.T _ ON. s\.T L V---LI 9R Jm447.. _I/4•- II IIII II- . -PP-—oHsD. -— Vi- -, i �'A "RNED-SRE.T.R} N- I-V So iEaaIoDPSnw-E n ITS •H AnsS[Et oi R®eC oEcOeoBsM dDtYcNA'Mc r FxESDamOSXsC•H t N PI:muE ORE L t 7E AEN TW - COPYRIGHT. 04LVI — THESE PLANSARENOTTOBSE S ' I REPRODUCED;CHANGED OR. Y COPIED IN ANY FORM OR MANNER-ft SD I WHATSOEVER WITHOUT FIRSTI A Po OBTAINING THE EXPRESS NRTTE ^ N t DN.WI I I PERMSSION AND CONSENT OF. I I I0Q1f4JP`Tj a IROOF BRACING 9-I W4'6 12 V dOARO I I I NORTHSIDE DESIGN ASSOCIATES_ 4'O.C.FIRST 14 TYP.U. Y TTWO JOIST SPACES T.!CU TYPICAL B RAFT �YI -1 SMAl e• PF � Irv1RIII ,BUILDER: 1 s LVLHEADER DHL.sTUD V51 -r 4 16'�I1 I I I I -I III POCKETS AXG BRDGEA1T UP T9EWO RAFTERS I IXI W ERs a/"I I I 11 WE € I I I I I II I DBL STUDWIN AFS I POCKETSL L IpG NEW2Rv�H vv4' 2 1 ESIGNENORTHSIDE� _ POST UP To TiD zY2R � P� 2-I 3/4 2• B- 9/ ASSOCIATES L VA l LV .V •o ounNcnvEegs+DUIML&oP"JAaALUSteN ruuovtxvo •euon>aieaAsretErCOX 3-2t4 wV'COX OT 2 FLTCH PLATE FLITCH PLATE ON)3e2-nu_ (5m)362.9W2 LV ,3%47 — HEADER TYPICAL ROOF BRACING PO. STRUCTURAL ENGINEER: 3- TJT 9- 3 I3/4'r9 V4' RIDGE HEP POST . 4X6'POST UP TO ,POST h0OIST SPACESP09TUPTO LVL.HEADER• RIDGE BEAN DN. YICAI_ :LVL HEADER TAYLOR A.s ESIGN LLC D NG BEACH ROAD CENTERVILLE,MA: TITLE:,ROOF FRAMING PLAN FRAMING PLAN SCALE:1/8"=1 0 1 2 4 8 PROJECT# 1701 S.3l 9 _ {.4. o ffR,CONSTRUCT.,I(JN DATE: OF :10/17/17 � 3