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0039 SCHOONER LANE
4` Town of Barnstable Buildin �.a �e�;: �. .;4 :;"?� mix�" Czy,'; �,,.���. ' ;y r. .; .• .<m— ..,s..:7 �. � �. '�t� .�.,•::� z - ., a£�•, 3 �,: ^� -, ��,<.•; Post This Card So Thatit is Visible from�the Street .Approved Qlans,Must be;Retained on lob and this Card,=Must be,Kept �� �, fA1LK8'PABI.L • _ Posted Permit Where a Cert��ficate of Oc upan cy�s Required,such�B�uild�ng shall Not be Occupie�d�unt�l a Final Inspectiony has been made Permit No. B-17-4369 Applicant Name: Approvals Date Issued: 12/22/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 06/22/2018 Foundation: Residential Map/Lot 273-204-004 Zoning District: RC-1 Sheathing: Location: 39 SCHOONER LANE, HYANNIS t " Contractor Name: Framing: 1 Owner on Record: MORIN,JACQUES N TR x Contractor License: 2 a ::� Address: 9 ORCHARD LANE Est Project Cost: $7,200.00 Chimney: LEXINGTON, MA 02420 Permit Fee: $86.72 Description: install moistre barrier on foundation walls,install Operimiter aind Fee Paid $86.72 Insulation: O 3 LI internal partions using pt base plate on concrete partitions include Date 12/22/2017 Final: storage area,3/4 bat, large room 22x27 family rm install 3 6" insulated.inswing door ab base of bulkhead a - Plumbing/Gas Project Review Re NO SLEEPING IN BASEMENT f tom! �. 1 q , 4 Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and,theapproved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by laws'and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatuees bytheBuilding and F re Officials ale provided n this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:= , 1.Foundation or Footing m _ 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" (asset 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 Application Number.— ......./............V .................... 3(11Li)11qG DEPT. Permit Fee... ......?.a............Other Fee.. ....... MAS& DEC 19 2017 Total Fee Paid ................................... .......... .. 0VV1\J Of-bARNSTABLE Permit Approval by TOWN OF BA STABLE M ap BUILDING PERMIT .......d......-7 ............... ...P�r�l...�.� �.......�U............ ..... APPLICATION Section 1 - Owners Information and Project Location Project Address 39 Schooner Lane ................. Village_Hyannis Owners Name John and Christine Gordon Owners Legal Address 9 Orchard Lane City Lexington State MA Zip 02420-2600 Owners Cell# 512-775-5895 E-mail_ john b -rdon rn.go @jahoo.co Section 2 - Structural Use Single/Two Family Dwelling E] Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3 -'Type of Permit ❑ New Construction 17 Move/Relocate R Accessory Structure F1 Change of use ❑ Demo/(entire structure) 0 Finish Basement El Family/Amnesty El Fire Alarm Rebuild F Deck Apartment El Sprinkler System ❑ Addition ❑ Retaining wall. F] ,Solar R Renovation D Pool ❑ Insulation Other-Specify Section 4-Detail 7j 2-06 Cost of Proposed Constructions Square Footage of Project 660 Age of Structure I Yr Dip, Safe Number Of Bedrooms Existing--- 3-- Total #Of Bedrooms(proposed) 3 110 MPH Wind Zone Compliance Method F] MA ChecklistFJ WFCM Checklist ❑ Design L&-,t updated: 12,119/2017 Application Number. ........ ....................... ...... Section 5 - Fork Description Install moisture barrier on foundation walls. Install perimiter and internal partions using pressure treat base plate on concrete. Partitions include 2 storage/utility areas, a J/a bath 5'6" ti by 10'6", and a large room 22' by 276"per floor plan. Install 36"insulated inswing door at base of bulkhead stairs. HVAC, Plumbing and.Electrical work to be permitted and completed by licensed contractors. Apply insulation, vapor barrier, and plaster base and skim coat to finished room walls. Paint& trim to taste. Section 6—.Project Specifics ® Wiring ❑ Oil Tank Storage Smoke.Detectors ® Plumbing ❑ 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: Barnstable Transfer Station l am using a crane ❑ Yes M No Section 7—Flood Zone Flood Zone Designation X Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information .Zoning District RC-1 Proposed Use Residential_ Lot area Sq. Ft. 10,000 Total Frontage 100- Percentage of Lot Coverage_17% #of Dwelling Units (on site)—I - Setbacks Front Yard Required Proposed Rear Yard Required _ Proposed Side Yard Required _ Proposed A Last updated: 12119i2017 Has this property had relief from the Zoning Board in the past? ®.Yes No Application Number................�. .L�... Y -- Section 9— Construction Supervisor Name Telephone Number Address _City �--State Zip License Number License Type Expiration Date _ Contractors Email . Cell # 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 Section 10—Home Improvement Contractor Name _ Telephone Number Address City State Zip Registration Number 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 Section 11 Home Owners License Exemption Home Owners Name: John &:Christine Gordon Telephone Number 512-775-5895 Q) Cell or Work.Number 512-940-9540(C) 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 78 d e Town of Barnstable. Signature Date 1 Z 7 APPLI ANT SIGNA TJL U Signature Date Print Name -:570 4 t" ,., Telephone Number S'o 8'- 7 3 6 - 0 3 20 Last updated: 12119/2017 w . E-mail permit to: brucea og_ rdon@comcast.net T Section 12 —Department Sign-Offs Health Department C Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to thefire department for approvak Section 13— Owner's Authorization I, John B Gordon , as Owner of the subject property hereby authorize Bruce Gordon* to act on my behalf, in all matters relative to work authorized by this building permit application for: 39 Schhoner L e Hyannis_ (Address of job) L�—?�, — i z Z<4 /7 7 Signat of Ow/n^er date 3-1 �� l�a�.4:11 Print Name Bruce Gordon contact information Address: 153 Evergreen Drive, Marstons Mills, MA 02648 Phone: 508-736-0370 (cell) 508-420-6922 (home) Email: bruceagordon@comcast.net Last updated: 12/19/2017 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Complensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): John Gordon Address: 9 Orchard Lane, City/State/Zip: Lexington, MA 02420 Phone#: 512-775-5895 Are you an employer?Check the appropriate box: Type of project(required): l. I am a employer with 4. 1 am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2. 1 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' 9. Building addition [No workers' comp. insurance comp. insurance.* 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 1 l. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12 Roof repairs insurance required.] ' c. 152, §1(4),and we have no employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. 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: Policy.#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify e the i and penalties of perjury that the information provided above is true and correct. Signature: Date: to z 1 i7 Phone#: 1Z 5-7/ Z— 77r- - 5-e95— S''Ok-?36-o370 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual, partnership.association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual, partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-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 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 .. vvww.mass.gov/dia . -"wow TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel R®�f Old Application# 6670-6yq Health Division Date Issued ' �/' Conservation Division G✓ Application Fee r . Tax Collector Permit Fee Treasurer P k -� Planning Dept. t� Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis E2)/' Project Street Address_ LA 1\ Village It - - Owner ddress Telephone .Sd�— '775- 88 Z Z Permit Request Square feet: 1st floor:existing proposed Zati.,10 2nd floor:existing proposed' 7 36 Total new Zoning District AWX-,"0 Flood Plain Groundwater Overlay (r� Project Valuation SJ, 3 y Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family a,/ Two Family ❑ Multi-Family(#units) Age of Existing Structure w //- Historic House: ❑ 'I<lo Yes O On Old King's Highway: ❑Yes 5 o Basement Type: Mtu�Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 2" Half:existing new / Number of Bedrooms: existing new 3 Total Room Count(not including baths):existing new First Floor Room Count �3 Heat Type and Fuel: Z Gas ❑Oil ❑Electric ❑Other Central Air: 1 Yes ❑No Fireplaces: Existing New�_ Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing eew size NY Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ '; _ Commercial ❑Yes ' ZNo If yes;site plan review# ,, o Current Use_ lc. T Proposed Use 6 -� BUILDER INFORMATION " Name' W Telephone Number Address / j 7� -�/n��/� , ®R� License# OS 17`7`O D 2-e,, 32 Home Improvement Contractor# Worker's Compensation# ALL CONSTRU TI N DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Awp "z SIGNATURE G ?�'� DATE O FOR OFFICIAL USE ONLY 41PPLICATION# PATE ISSUED t 'MAP/PARCEL NO. n ADDRESS. VILLAGE � OWNER ` 3 DATE OF INSPECTION: FOUNDATION y '7- — —7 Po'- FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL "y GAS: ROUGH FINAL G r FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ; !`r The Commonwealth of Massachusetts ` Department of Industrial Accidents Office of Investigations ' d 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): 1 t Address: City/State/Zip: It- 0Q& .Phone AVIu an employer? Check the appropriate box: Type of project(required): 1. am a employer with c� 4. ❑ I am a general contractor and I 6. 0 New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. * ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL I LE] Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] `Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who subinit 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 their workers'comp.policy information. I am an employer that is prov' 'ng workers'compensation insurance for my employees. Below is the policy and job site information. ---- Insurance Company Name: 1; 1.� `�,�CE`4��� r Policy# or Self-ins. Lic. #: b_)Lk_. 6Cr1 ti/ j 0 / 206 7 Expiration Date: :>? Job Site Address: S('Ieo--4_0'_ k_ . City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o the IA for insurance coverage verification. I do hereby certi am er the pains and pen7a7e �erjury that the information provided above is trice and correct. 0 Si nature: �e-VeGc®_ ��/ Date: Phone#: "),s 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#: RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $ 50.00 Building Permit Amendment $ 25,00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= S x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below�u applicable) GARAGES(attached.&detached) square feet x$32/sq,ft._ ^� x.0041=_ ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chininey x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Projcost Pern-dt Fee Rev:063004 Affidavit of Substantial Financial Interest of 7 on oath depose and state as ollows: 1. 1 am an applicant for a building permit for the property located at Map__., Parcel The address of the property is 2. 1 have IDO % legal or equitable interest in the real property which is•the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is Wita:=1e-12nte—rest , the following individuals or entities have had a 1% or greater legal or eq in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address v/L.� 4. Within the last twelve months, from today's date, which is �' •A-7 � , I have had a 1% or greater legal or equitable interest in the following prope es which have been the subject of a building permit application: a73 -a2OV-—o/4 ji-r- 3o el- Map/Parcel Address -.#-- //? adg (z® 02%3" ao do 5. Within this calendar year, I have submitted O building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. g, Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. �Q Q'e('r fiov Signed under the pains and penalties of p rJ , this day of� 200 ' 2001-0o50/aTfin 1 O/LOTTERY/AFFIDAVIT r BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 057770 B i rt h d ate: 02/1611958 Expires: 02/16/2008 Tr.no: 18658 Restricted: 1 G JACQUES N MORIN 1597 FALMOUTH RD#4 CENTERVILLE, MA 02632 Commissioner S11°59'02"W 98.66' Lot 11 ti PI Area-10,000f Sq. Ft. ti 00 Or 0.23t Acres C 00 CONCRETE o 0 o! FOUNDATION o �! p TOP FND.=67.2 000 J m (A m 17. 1' 25.5' DRAINAGE EASEMENT Cn \Cn N12'43'16"E 98.67' SCHOONER LANE DCE #03-123 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 39 SCHOONER LANE HYANNIS, MA SCALE : 1 " = 20' DATE : 7-27-201 1 REFERENCE ASSESSOR'S MAP 273 PARCEL 204-004 PREPARED FOR: LOT 11 PB 610 PG 95&96 BAYBE BUILDING I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE ����N OF 89q s� GROUND AS SHOWN HEREON. q� DANIEL °y A n, off 508-362-4541 A fox 506 362-983D660 OJALA Cn NO.A0 80 down cope engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. DATE REG. LXit D SU VEYOR �,►,E, Town of Barnstable Regulatory Services HARMAMMKAM ' Thomas F.Geiler,Director 08 Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 January 17,2013 Mr Jacques Morin Bayberry Building Company 1579 Falmouth Rd. Centerville,MA. 02632 RE: lots 39 and 100 Schooner Ln. Dear Mr Morin, The floor systems on the above referenced properties have failed and are now creating a safety hazard.Please be advised that each must be removed and replaced and that no more work can proceed until this situation is corrected. Thank you for your prompt attention to this matter. If you have any questions I can be reached at 508-862-4035. Sincerely, Patrick Franey Local Inspector Message r ' Page 1 of 1 Roma, Paul To: Jacques Morin, Bayberry Building Subject: RE: Site plans Hi Jacques, 110 schooner showed a garage only on the proposed site plan, not on the approved plan or on the as built. Both 100 and 39 show a one car garage on the approved plan, but neither has an as built submitted yet. Proposed site plans are exactly that-- proposed. The proposed site plan for all three lots shows a one car garage, but once again, 110 had no plan for a garage and no indication on the as built that a garage foundation was poured and therefore was not permitted until you submitted a new application. On the other sites, only a one car garage has been permitted. If a two car garage is intended on one or both sites, a permit compliant with the 8th Edition will be needed. Sincerely, Paul -----Original Message----- From: Jacques Morin, Bayberry Building [mailto:bayberrybuilding@comcast.net] Sent: Saturday, August 13, 2011 1:55 PM To: Roma, Paul Subject: Site plans Hi Paul, Since you asked me the other day I looked into the file for the two remaining foundations. Lot 24 was noted in 2007 as a two car garage. I am not sure what the application said but it seems that there were a few homes that when we were getting in a bulk of ten applications may have not shown the two car in the application. I also found one for Lot 25, house # 110, the one we are working on and the site plan showed in 2007 a two car garage. I think it simply was not put into the file which could have or should have been updated at that point. So, not sure how we would proceed with Lot 24. Also, in the pdf file is a third site plan for Lot 11, the other foundation in the ground. That one was submitted as a one car. About a year after the house and garage foundation went in we extended the garage width by eight (8') feet. It will have one door. Perhaps an oversized one car? Anyway, I am happy to discuss with you proceeding on those before we go vertical with them. Just thought I would share this with you ahead. Thanks. Regards, Jacques Morin, Pres. Bayberry Building Company, Inc. WN 8/15/2011 J Page 1 of 1 Roma, Paul From: Jacques Morin, Bayberry Building [bayberrybuilding@comcast.net] Sent: Saturday, August 13, 2011 1:55 PM To: Roma, Paul Subject: Site plans Hi Paul, Since you asked me the other day I looked into the file for the two remaining foundations. Lot 24 was noted in 2007 as a two car garage. I am not sure what the application said but it seems that there were a few homes that when we were getting in a bulk of ten applications may have not shown the two car in the application. I also found one for Lot 25, house # 110, the one we are working on and the site plan showed in 2007 a two car garage. I think it simply was not put into the file which could have or should have been updated at that point. So, not sure how we would proceed with Lot 24. Also, in the pdf file is a third site plan for Lot 11, the other foundation in the ground. That one was submitted as a one car. About a year after the house and garage foundation went in we extended the garage width by eight (8') feet. It will have one door. Perhaps an oversized one car? Anyway, I am happy to discuss with you proceeding on those before we go vertical with them. Just thought I would share this with you ahead. Thanks. Regards, Jacques Morin, Pres. Bayberry Building Company, Inca 8/15/2011 Page 1 of 1 Roma, Paul From: Jacques Morin, Bayberry Building [bayberrybuilding@comcast.net] Sent: Saturday, August 13, 2011 1:55 PM To: Roma, Paul Subject: Site plans Hi Paul, Since you asked me the other day I looked into the file for the two remaining foundations. Lot 24 was noted in 2007 as a two car garage. I am not sure what the application said but it seems that there were a few homes that when we were getting in a bulk of ten applications may have not shown the two car in the application. I also found one for Lot 25, house # 110, the one we are working on and the site plan showed in 2007 a two car garage. I think it simply was not put into the file which could have or should have been updated at that point. So, not sure how we would proceed with Lot 24. Also, in the pdf file is a third site plan for Lot 11, the other foundation in the ground. That one was submitted as a one car. About a year after the house and garage foundation went in we extended the garage width by eight (8)feet. 'It will have one door. Perhaps an oversized one car? Anyway, I am happy to discuss with you proceeding on those before we go vertical with them. Just thought I would share this with you ahead. Thanks. Regards, Jacques Morin, Pres. Bayberry Building Company, Inc. 8/15/2011 LEGEND NOT ALL SYMBOLS ASSESSORS MAP 272 PARCEL 208 ARE UTILIZED. ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 !l "W5 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' e WATER GATE VALVE MIN. LOT WIDTH - _ _ _ CATCH BASIN MIN. FRONT SETBACK 30' I-- MIN. SIDE SETBACK 15' Sli OIdE S A $� [G51 PROPOSED CONTOUR MIN. REAR SETBACK 15' ---0,- J SIGN ZONING DISTRICT: PI - AHD TEST HOLE MIN. LOT SIZE 10.000 S.F. - � MIN. LOT FRONTAGE 50' (20' CUL DE SAC) W O — A � MIN. LOT WIDTH 65' I 4:3''I'6" � W 08.67' cLEANOU7 w I MIN. FRONT SETBACK 15' (!1 �xtsnnc COMOUR MIN. SIDE SETBACK 10' 66 MIN. REAR SETBACK 20' m a _ PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE / ` l GROUNDWATER PROTECTION OVERLAY & AP r 7 1 20.D _ INV. 1 - ^� APPROX. TREE LINE DISTRICT 20.8' -�00.12 EXIST. SPOT GRADE FLOOD ZONE: C 0) W (FEMA FIRM PANEL/ 250001 0005C) 9-19-85 Q N PROPOSED LEACHING PIT�Yr 6'X14' EFF. OIA. PITS REFERENCE: PROP. HOUSE % PB 610 PG 95&96 N TOP FND 67.7 N � S SEWER LINE 25.7 f- �I WATER LINESIDENTIAL SITE PLAN DECK ?� 09' A r GAS LINE V PREPARED FOR: `5-w ---'� U.C. ELECTRIC 2 BAYBERRY BUILDING 1 ANTIQUE STYE-POST LIGHT Area=10,000 Ft. LOCATION : LOT 25#1 10 SCHOONER LANE Or __ SCALE 1" = 20' DATE 8-28-07 0.23f Acres N13'27'29"E REV 9-25-07 SHEET 1 OF 2 108.68' oi l`A9-362-8 Im:io6 382-1141 r down cope engineering, inc. CIVII. ENO/AICERS Scale:1"-20' LAND SURVEYORS DANIEL A. OJALA P.L.S. P.E. DATE 939 .Voin Slroet - YARAiOUTHPORT. AIASS 0 10 20 30 40 50 FEET JOB 03-1 3 03-123 PROF.D'A1G DAO t . NOT ALL SYMBOLS ASSESSOR'S 11iAP 273 PARCEL 204-004 LEGEND ARE UTILIZED ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE ' 43,560 S.F. - -�^ Sl 59�D2"W WATER GATE VALVE MIN. LOT FRONTAGE 125' � ♦ 98.66' ��� �� MIN. LOT WIDTH - O CATCH BASIN MIN. FRONT SETBACK 30, MIN. SIDE SETBACK 15' Area=10,000f Sq. F —[55] PROPOSED CONTOUR MIN. REAR SETBACK 15' _. Or 0.23t Acres SIGN ZONING DISTRICT: PI - AHD s.s' -B, DECK TEST HOLE MIN. LOT SIZE 10,000 S.F. 0 MIN. LOT FRONTAGE 50' (20' CUL DE SAC) a.o MIN. LOT WIDTH 65' TOP FND 67.1 cLEANouT MIN. FRONT SETBACK 15' PROPOSED N \ MIN. SIDE SETBACK 10' HOUSE N W 66 EXISTING CONTOUR i MIN. REAR SETBACK 20' 0 GO0 o o Concord / `' " c ^' I 2. PROPOSED SPOT GRADE u, Ln o 66. SITE IS LOCATED WITHIN THE GO m ;II- GROUNDWATER PROTECTION OVERLAY & AP APPROX. TREE LINE DISTRICT ' I G n' "- INV. 6 :6 'SO.12 EXIST. SPOT GRADE FLOOD ZONE: C 61.7 l ^"." (FEMA FIRM PANEL# 250001 0005C)9-19-85 ` PROPOSED LEACHING PIT 6'%l4' EFF. DIA. PITS REFERENCE: PO 610 PG 95&96 J DRAINAGE EASEMENT $ SEWER LINE RESIDENTIAL AL SITE P� WATER LIN$ H■i■�B �6IJ E1L�11 [66] i _- l;'..f \ __ (` ___ GAS LINE N12'43'16"F \ 9a.s7 — — PREPARED FOR: c `� - ., I --`'' E --V.G. ELECTRIC �j' �1 BUILDING -_ _ ___. _ ANIIOUL STYE POST LIGHT BAYBERRY LOCATION : LOT 11#39 SCHOONER LANE S�a� / p La _ S S SCALE 1" = 20' DATE 8-28-07 �V_ � \„�0� LO��YNI REV 9-25-07 i_ LLJ SHEET'1 OIL 2 4 ( II SOB-:42-15<1 - �-W W� p— sa.s9' N12 43' mown cape engineering, Inc. ' $Cu16:1.a 2U' �` CIV74 ENC/NEER5 11 LANO SURVEYORS I ANIEL A. JA P. P Ai- 939 Main Slrool - Y7RMOUYPIPOI?r MASS. � o W L.S. .E. D E 0 10 20 30 .10 50 FEET J 03-1?:5 03-1?_3 R F.OWC r , r SYMBOLS LEGEND ARE UTILIZED. ASSESSOR'S MAY 272 PARCEL 207 NOT ALL ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANTMIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' ♦� WATER GATE VALVE MIN. LOT WIDTH — O CATCH BASIN MIN. FRONT SETBACK 30' - MIN. SIDE SETBACK 15' - F _I[551— PROPOSED CONTOUR MIN. REAR SETBACK 15' - I s S � slcN ZONING DISTRICT: PI - AHD �t 1 TM' MIN. LOT SIZE 10,000 S.F. FT-1 ;6. TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) 0 MIN. LOT WIDTH 65' SN ��_ �� cLEANour MIN. FRONT SETBACK 15, �12'43't E 107.05 M I' --66 EXISTING CONTOUR MIN. SIDE SETBACK 10' U N. REAR SETBACK 20' T1 T" r6TM PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY do AP INV. m .../��� APPROX. TREE LINE DISTRICT 61.71 50.17. EXIST. SPOT GRADE FLOOD ZONE: C (FEMA FIRM PANEL/ 250001 0005C) 9-19-85 _ 13 "y PROPOSED LEACHING PIT ��., • < 6'X i 4' EFF. DIA. PITS REFERENCE: i Lio16U//. '- �I PB 610 PG 95&96 N v � 0 PROPOSED O + SI SEWER LINE nJiP I �' HOUS.E� Vy WATER LINESIDEIeTTIAL SITE PLAN m Q TOP ND,67.4 GAS LINE s.e z4.a" i p1 z' PREPARED FOR: DECK E U.G. ELECTRIC 1�� nNTIOVE STYE POST LIGHT BAYBERRY BUILDING h. of 24 LOCATION : LOT 24#100 SCHOONER LANE Area=10,000t Sq. Ft. SCALE I" = 20' DATE 8-28-07 \ n Or SH REV 9-25-07 EH�1'1 OF 2 NI-'z7'z "E 0.23f Acres 107.06' on sa-.T62-Ios 506 362-9M680 c� I down cope engineering, inc. Scats I'm 20' LA D SURIXEYOR.S —o— DANIEL A. OJALA P.L.S. P.E. OATE 939 W.in St—t - YARMOUThIPOR' MASS. lJO0 IO 20 30 40 50 FEET a os-723 03-123 PROF wr, DAo a Message Page 1 of 1 Roma, Paul From: Perry, Tom Sent: Friday, March 23, 2007 11:20 AM To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property Iine.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would prefer that these are located at least 5 feet to the line. -----Original Message----- From: Jacques Morin [mailto:bayberrybuilding@comcast.net] Sent: Friday, March 23, 2007 10:39 AM To: Perry, Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary.gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. Jacques N. Morin, Pres. Bayberry Building Company, Inc. ETA MIN.LOT AREA MIN.LOT MIN.LOT hOMAUM YARD IvtAX114UM SQ.FT. FRONTAGE IN WIDTH SETBACKS IN FT.(2) BLDG. FT. IN FT. HEIGHT IN FT. . FRONT SIDE REAR 10,000 5b;20'for a lot 65 t'1 ,1501 10(°) 20t41 30* on the radius of ' a cul de sac *Or.two and one half(2-1/2)stories whichever is lesser. (1)The Planning Board may grant a waiver to the Lot width requirement to individual lots located`on the radius of a cul-de-sac provided that the grant of the waiver will result in a proper alignment of the home to the street. (2)Accessory Structures that requires a building permit shall be required to conform to all setback requirements. (3)Accessory garages,whether-attached or detached,shall require a minimum front yard setback of _ twenty(20)feet. _ (4)The Planning Board may require a planted buffer area within any required rear or side yard setback area. F) Parking: A minimum of two (2) on-site parking spaces per dwelling unit shall be provided. A one car garage shall count as one parking space. A two car garage shall count as two parking spaces. G) Phasing: The applicant, as part of the application for subdivision approval,may propose'a phasing plan identifying the number of building permits requested to be issued in each year of'the phasing plan. The Planning Board, upon a finding of good cause, may vary the provisions of Section 4.9 (5) (a)-(b) and.(6)(b)(i)- (iii)herein and allow for the allocation to-the applicant of the number of building permits proposed in the phasing plan or any different number that the Planning Board deems appropriate,provided that at the time of the granting of. the special permit, that the determined number of building permits are available . g• and that no more than /4 of each years allocation under Section 4.9 (5)(a) and (b) shall be allocated to the applicant. Every pemut allocated to the applicant by the Planning Board shall be included as part of the yearly building permit allocations under Section'4.9 (5)(a)-(b). There shall be no extension of a Building Perinit granted under aphasing plan and any unused and/or expired• permits shall be credited back as part of the adjustments under Section 4.9 (5) (d) for the next calendar year. I)..Visitability: The Planning Board may require that some or all of the dwelling units provide access for 'vlsitors�in accorda nce ance with the recommendations of the ' Barnstable Housing- g Committee. • 5. Affordable.Units. At least 20% of the dwelling units shall be Affordable Units, subject to the following conditions: A) The Affordable Unit shall be affordable in perpetuity. A Deed Rider shall assure this condition. The Deed Rider shall be structured to survive any and all foreclosures. ,)nrA-i 7iv;llaQrneve1nnrev111804final PROJECT �I � c NAME: �eLt� 2.f1P II ADDRESS: 3 `/n, Sc- I�DGVIL�'`�' ` nL� PERMIT# PERMIT DATE: a ail M/P: 173 ad eQ LARGE PLANS ARE FILED IN: BANKERS BOXY FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX PROJECT NAME: -Re vho e 1 �(( �s ADDRESS: S L kc>0 vi r r La-:o C l I l UC!,n vx G PERMIT# *-F'- I q q 3 Cv 9 PERMIT DATE: ]a' / 7 M/P: 3 '73 ;204 ooy LARGE PLANS ARE FILED IN: BANKERS BOX H � '4SJ FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX l • 3. ,. h ;4K3r�±-S .-r^s...o.„�.., �'" ,,.rt^, C't" -{; `ws>_,.,. _�••,r.a+.sa,f,e�'.wwis. _ `` ..,c. +�i.rq�e'�, a: `'ra` �:;..�.•rxr .,.e �i, s.;w:'.'P. ..' �y. ",'• _ - ,5i,�„_„ - .,.s.-��f���l�,�""`-a.... .y,.: c.-- -. 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".a; - 1 .a.�.''•'�s• ..,,a..,a . ,.�:�. � :`ga.. `?"„':ar.�. L {aqe' ;,=D.!' 74 � "� N" �r�- lliii ` ,.�.-roc a. Rr'r.Jrrp .J'c wyp'R' i '•# ':.- •;,,,EY„v#^' "�'a&a � •...�°i'� xX. .; 4r a.aM _ +r,� •a.� ..,,;ter Y^g, ., ece' '`' i . ,�y, :LYy.` "• a'bi„-`'tJ't '�''�_ 42 � '� r �' 'a �F�+' '� .# '�} •�v". "s ,� ,,,.�.�..� set�4�' �'�_t* 'y�'`rv.tt'a '. ......:d».>.w:.r ...��:.r....--J..vwr.... mac.-`°)..rrc:.. ' "G d,�r a �''�r�,.ti. �w r a n n i s 7/9%1"2 _ - �� r ► � ��'` i x* - ,may, � - � " *+'.� �. ;.. /t �'y� 1. 4 a'} .• � b p.. - .� „ ca.a `,ate, _ v ter. s .1 Cli• .T - - .7 1 ^wt"+� �• M .f t Y� � -„j�,•,�, � ter' - � � `- � + `.m.�"�.v,.,( +�Y Fill ,„•Yc �• -* ��,k ..�_. s+ " 08/27/2007 11:30 FAX 508 771 2116 Jacques Morin + OFFICE TRAILER 10013 r IM PM MY091 EiCBI - 4uvid6 Pennit Number MECeheck Compliance Report Massachusetts Energy Code MECcheek Software Version 1.2 Rclease la Checked By/Date TITLE:BAYBERRY BLDRS. CITY:Bamstable STATE.Massachusetts IIDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM raE:Other(Non-Electric Resistance) DATE: 11/20/06 ® " DATE OF PLANS: 11/20/06 ®� PROJECT_INFORMATION: CONCORD COMPANY INFORMATION: MAP INS.CO COMPLIANCE:Passes Maki mrn UA=416 Yotu Home=333 20.0%Better Than Codc Gross Glazing Area or Cavity Cont. or Door Perimeter R-Vklue_ R-Value U- acto UA Ceiling 1:Flat Ceiling or Scissor Tntss 1120 30.0 0.0 39 Wall 1:Wood 1 rame, 16" o.c. 2400 13.0 0.0 182 Window 1:Wood Frame,Double Pane 184 0.340 63 Floor 1:All-Wood JoisVTrass.Over Unconditioned Space 1050 19.0 0.0 49 Furnace 1:Forced Hot Air,85 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massach=tts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this building,and the cooling load if appropriate,has been detcrrnined using the applicable Standard Design Conditions found in the Code. The H VAC equipment selected to heat or cool the buildiug shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and 14.4. Builder/Designer Date t l I IPape 26 I 08/27/2007 11:30 FAX 508 771 2116 Jacques Morin OFFICE TRAILER 4 014 t �wniroe MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: l 1/20/06 TM.E:BAYBERRY BLDRS. Bldg. Dept. Use I Ceilings: 1. Ceiling l:Flat Ceiling or Scissor Truss,R•30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, )6"o.c.,R-13.0 cavity insulation) Comments: I Windows: ( ] I 1. Window 1.Wood Frame,Double Pane:,0-factor;0.340 For windows without labeled U•factors,describe features: #Panes _Frame Type Thermal Break?( ]Yes[ ]No I Comments: - I " Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Corruuents: I 1 Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,85 AFUE or higher I Make and Mode)Number Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are souxces of air leakage must be sealed. When.installed in the building envelope,recessed lighting fixtures sliall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and scaled or gnyketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 ctm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/R2 pressure difference and shall be labeled. I Vapor Retarder: J ( Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacnirer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. I [ ] I Insulation R-values.glaziug U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. I I i Page 25 08/27/2007 11:30 FAX 508 771 2116 Jacques Morin ► OFFICE TRAILER 141015 r 1� ?'. � • 1S1 PM t to T108 MY08�Exc91 I Duct Insulation: [ ] I Ducts shall be insulated per'Cable T4.4.7.1. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and reran ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions, Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. ( ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Thermostats are required for each sc-parate HVAC system. A manual or automatic means to I partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Pleating and Cooling Equipment Sizing: [ ) I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. I { Circulating Dot Water Systems: j I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swi►nming pools must have an orVoff heater switch and requite a cover unless over 200/6 of the heating energy is from non-depletable sources. Pool pumps require a tine clock. I Heating and Cooling Piping Insulation: [ ) HVAC piping conveying fluids above 120°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Ialoe 7A ���� 11:�� rtsa a�a �iiGlllf Jacques Morin OFFICE TRAILER 16 016 i;nrN MY08,&el 1i51 PM Table 1: Minim am Insulation Thickness for Circulating Hot Water Pipes. Innsularion Thi knCss in Inches by ine Sizes Heated Water Non-Circulating Runouts Circudating Mains and Runouts Temperature(F) Up to t„ Up to 1.25" 1.5"to 2.0" Over 2" 170-150 0.5 1.0 1.5 2.0 140.160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Mininturn Instdntion Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Ping System Types Rage F 2"Runouts l"an Less 1.25"to " 2. "to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refhgerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 .1.0 1.0 1.5 1.5 NOTES TO kIBLD(Building Deparuwnt Use Only) Pop 23 39 SCgoonlis6L LA/s/C , 1-1YANNiS , MA BA SEM tAir F1-ooec PcaN SCAL,e I /H '' VM =6LVA c g u L 1< N eA n FlyCA Q. i f _ _. ATH UN F!P41-' N FD SN0-fe- �J h ' ' 3,,'' c 36 • 30" fr3Ar s IN O 1 uw Ran_- ;'A 2I smoke sme , i Detector I �lrP2rFfAIMtur c i4 tt � , I I G A Mt P MCA 1 3 6 X. Z? I � i W A+ °2 j CONSTRUCTION DETAILS 1 I Framing: 2x4 framing, 16 0. C., pressure treated sole plate Insulation: 2" foam moisture barrier(1110) applied to all foundation walls including E � storage area. Seams taped and edges treated with foam sealant. 3 1/2"fiberglass insulation with moisture barrier installed in studded � walls around living area. t f V a� i ,S T Yy. 4 Y. =•S x y,. "� , r w. --i L 11 t^ .t. t k / ryt L. I,_--�.7, PROJECT . '�;.�k', ,. 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BASEMENT • I I W.. --- THICK °. r----------------------- I m I .1 • CONC.SLAB 1 1 I r Q, 1 I 1 1 1 IL 4 ,. i � vl lL I Q ,..13-2X17e 1 1 , TYP_30°X30°XP2° 1 CONC,F'TG.W/3-1/2°RD. 1 1 I CONC.FiLLED COL I I I 1 M 2-4° , T W_ ' I Y I I 1 Y 1 '• � 1 •' I r \ I \J 1 I • I }2XR'e 1 1 1 ' I -------_ ___ _ 1 1 r- -- --------- ---------- i DROP 12' 1 _ gggz r----------- ------- - I ----------- --- ------------- ----------- ----------------------- . ----------.—--------- ---------------- 30,-0° 4e,a' O B°CONCRETE WALL DAMP-PROOFING C54 - - ' B APPROVED. FOUNDATION PLAN / 2"X 6° POURED CONC,SLAB . 10°X 20,CONC_ G. a COMPACTED GRANULAR / C FOOTING FOOTING DETAIL 811 CONCR TE WALL ` AjOjE: I-PURGN46E OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FO l LOCAL BUILDING R COMPLIANCE WITH ALL 2 EXACT SIZE AND REINFORC -' NG CODES AND ORDINANCES.J B DESIGNS MA ______....._ EMENT OF 4LL GONGRFTF Fnnnu�_e -- FOR gill:rnwnm7 NOT RF uF1 D RESPnNalal c -- - - s T'YP.RAILING a EXTERIOR ]DECK Z lrxlo' O 48'-0' 14.-0° `.,o. Ln O 0-4 1LJLJ 0 l`1 Li � � N I 1 � o d- � j 1 - - 1 V DINING KItGWEN i to r- ';IRE EDRY -1 Q 4 - I SIB°FIRE CODE DRYWALL. m O 1 3•8" -4 1 g WALLS!CEILING, 1 ;n ---------- _ l 1 - C THICK Q i� - GONG,$LAB � I ta' r GARAGE os Q o S V V 9 p 1Y-1014° 4-4" 34' - _ 'i Ya' LYL:eABOVE - 4 m _ 0 0 LAUNDRY Y i o a t _ S .- . INC. . •++ O nl CEILING LINE: CLOSET of i I FOYER — LIVING '4 VAULTED 1 �� 7XI2 HDR. 1 , 1 OL. iCOVERED • i 616° 1 PORCH - 1 1 Q 8X4' - v 1 . 1 1 STEP 9-0 9-0" y'.(°" 3'-10" 6'-0 -0° 30'-0° 48-0" FIRST FLOOR PLAN NOTE° L PURCHASE OF DRAWING$LEAVES PURCHASER RESPONSIBLE FOR GOMPLWNCE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL OONGRETE FOOTINGS 3:ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. SGAL�II�I II-O�1 �� LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT O HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION.RE5ON. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. °''UnTH LOCAL ENGINEER AND BUILDING OFFICIALS. 34'-0° °e - Z.$° 6�-S° 9,��� 4,-7. S'-4° Y-B° I� MBEDROOM Q m BEDROOM#3 ci Q � 9 o BATH 9 m O tj n O x qk - m- c� 3' ° 3�=e 3'-5" V44" r n- LINEN Q . 7�• 7d tom' t � ROOF uAH umH_ALW�fl1 TYP.WALE WALL wr Yt• Yam' Ds • I 4 1� m@ BEDROOM#2 m �� I 7:;>, i FOYERI BELOW STORAGE L 6'o" ROOF --------------- ----------------- CD----------------' ------------------- -------------------, O SECOND FLOOR PLAN C OTE L PURCHASE OF DRAWINGS LEAVES PURGNASER RESPONSIBLE FOR COMPLIANCE WITµ ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. }' N^— LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BEHELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE CONSTRUC SCALE I/4�� = I'-O�' FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING TION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITI-I LOCAL ENGINEER. -WITµ LOCAL ENGINEER AND BUILDING OFFIGIAl3. i _ /LA i . L C � � r I ASSESSOR'S MAP 273 PARCEL 204-004 LEGEND NOT ALL SYMBOLS ARE UTILIZED. ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. S1 °59'02"W MIN. LOT FRONTAGE 125' sOo WATER GATE VALVE — S/ 1 �� 98.66' Lot 11 MIN. LOT WIDTH O. carcH BASIN MIN. FRONT SETBACK 30' � o MIN. SIDE SETBACK 15' Area-10,000f Sq. Ft �55] PROPOSED CONTOUR MIN, REAR SETBACK 15' Or 0.23f Acres SIGN ZONING DISTRICT: PI - AHD T"' MIN. LOT SIZE 10,000 S.F. DECK TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) O MIN. LOT WIDTH 65' TOP FND 67.1 24.9' CLEANOUT MIN. FRONT SETBACK 15' PROPOSED Cf) \ / MIN. SIDE SETBACK 10' HOUSE W 00 ` ? 66 EXISTING CONTOUR MIN. REAR SETBACK 20' 00 0 CD o! COr�Cord l a o o! 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE W C0 + GROUNDWATER PROTECTION OVERLAY & AP rTi m 23.2' APPROX. TREE LINE DISTRICT i INV. 66.6 + 50.12 EXIST. SPOT GRADE FLOOD ZONE: C 61 . (FEMA FIRM PANEL# 250001 0005C) 9-19-85 • ` _ j PROPOSED LEACHING PIT REFERENCE: 6'X14' EFF. DIA. PITS SEWER LINE RESIDENTIAL SITE PLAN LJ DRAINAGE EASEMENT IW W WATER LINE r 6 6] \ \\ G GAS LINE L N12'43'16"E I 98 67 ; PREPARED FOR: E U.G. ELECTRIC A E E E ANTIQUE STYE POST LIGHT BAYBERRY BUILDING LOCATION : LOT 11 #39 SCHOONER LANE S �CLXN S S SCALE 1 " = 20' DATE 8-28-07 � CAI LLJ $' ZHOFM,gss�c SHEET 1 OF 2 1111111410 ofss9cti DAANIEL yG� off 508-362-4547 p U -4 fox 508 362-9880 W W "E W W DANIELA. G�� OJALA OJALA N A / \ / 98.69' o N12°43 CI65 2 ,�No.4098pOP down cape engineering, inc. S, I „ : I �0F�fsTE�` S &VE'�o� CIVIL ENG//VEERS SCOI@' — 20 ' FSS/ - "67 LAND SURVEYORS IEL A. OJALA P. .S. P.E. DATE 939 Main Street — ' YARMOUTHPORT° MASS. 0 10 20 30 40 50 FEET JOB 03-123 - 03-123 PROF.DWG DAO rs i GENERAL NOTES.- 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE I N MACH GRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR I ISLAND AT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE PROJECT'WORK SHALL CONFORM TO THE TOWN OF- BARNSTABLE SUBDIVISION REGULATIONS w AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD z J W SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. > ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER p o BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. z 8"X6" WYE INTO MAIN 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA p 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. i t 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB 9. SEWER PIPING 8"DSDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH AT LOT LINE (TYP.) 4"SCH40 PVC AT 2% MIN. LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING f WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. y FOUNDATION WALL (TYP.) (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEE CLEANOUT DETAIL 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. � RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. ! SEWER LINES SHOULD BE 36" (1811MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY I TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES I PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) i LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG' VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. LOCATION : LOT 11 #39 SCHOONER LANE POURED CONCRETE DONUT 1.5 CU.FT.t DATE : 8-28-07 � �_SN of 4+,9ssgc SHEET 2 OF 2 4.0"OSCH40 PVC DANIELA.0 O JALA -4 off 508-362-4541 U CIVIL m fox 508 362-9880 No.46502 4"PVC AT 2% MIN. SERVICES �f T a�`` down cope engineering, in c. CLEANOUT DETAIL ALE CAVIL ENGINEERS �r07 LAND SURVEYORS H-20 FOR USE INPAVED AREAS C UTILIZE PLASTIC COVER IN LAWN AREAS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASS. JOB # 03-123 03-123 PROF.DWG DAO SMOKE DETECTORS REVIEWED -7 TTP.IX5 SOFFIT _ _ _ BARNSTABLE BUILDING DEPT. DATE s IX5 FREIZE/BED MLDG, g TYP.IXS/IX3 x RAKEBRDS. FIRE DEPARTMENT DATE 12 ® 52X21 FIXED ;ASPHALT ROOFING 12� BOTH SIGNATURES ARE REQUIRED FOR PERMITTING, CAP CD ® � ® ® ® CARBON MONOXIDE ALARMS rl ®®�® MUST BE INSTALLED PER Ln 0 FTT� •� _ MASSACHUSETfS BUILDING CODE w AW21 FM 0 0 ®©®� - WTR2423/2446-3W 2446W �. Il2X6"SIDING 9X O FRONT ELEVATION z - o , v ASPHALT ROOFING Q - 4 2431OW LLij 2446W - 2446W 2446W 2446W .. W/C SHINGLES , ' TYP.IX5/IX4 CNR,BRDS. C235W REAR ELEVATION ' 1 NO7F: L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL- 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH, LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN i SIZE SCALE: I/4�� FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, - PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER: WITH LOCAL ENGINEER AND BUILDING OFFICIALS, 12 12 12 I 12 b� 5 q t2 12' ASPHALT ROOFING TYP.IXS/IX3 - RAKE BROS. Q } 1 W/C SHINGLES lid LLq N LL LaiI TYP.CN 2dd6W •� CNR.BRDS. rti II RIGHT ELEVATION 12 _ Q TYP.IX&AX3 RAKE BROS. ' FMASPHALT ROOFING 72 12� TYP.IXS/IX3 W/C SHINGLES FALSE RAKE BROS. 2446-2W CID :M FT FT] 2446-2W 2446 _ 2446 TYP.IX5/IX4 ' - CNR.BRDS. NOT 1.PURCHASE OF DRAWIN65 LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2,EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. - - - LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE SCALE: Il4�� = i�—O�� FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. -0.. 14-0" 27-4". 4'-4° 5". 7d° r----------- 1 - e K C I I 1 g 1 t I � 1 II r------------------- ------------------------ I 1 --- ; ' r-------a-- - --- ------ ------------------ --- ----, ; p 1 1 Z o BASEMENT a # I >• r---a-----------------------I 1- 4"THICK I L 4 CONC.SLAB In �! I . I V 1 '• 1 - Q- 1 1 O i rL I ,, 1 , •' i 0 1 I Q f_ Q O CV ^ 1L Q I 1 1 ,, I 1 •' 1 � �32XLj 12'e------ - � - =�a =A: J -6- 4 ; --- -I -----1 ---- -----I ; ; •' ; m ; I TYP,30°X30°X12° 1 GONG.FTG.W/&U2° I ; CONC.FILLED GOL l A l e i 1 •, i Q Z I _ in 21° I O IT-10° r----• I s � I , , I 'v 1 1 I1 1 1 I' 1 I 1 • I . � 1 •' 1 V I I V 1 1 ( 1 I DROP i2° 1 I I 1 1 I m 32X12e r- -- --------- ------------------- L-------------- ----- � � t _ C p i � •. L---------------------------------J i d ------------------- ------------------ Y-0° Y-0" Z 1 -O" W.O. O 49'-0° 9 CONCRETE WALL DAMP-PROOFING CSA - APPROVED./ - �g> J FOUNDATION PLAN a 2"X 6°KEY/ 4"POURED C' SLAB 10"X 20"CONC.FTC, / a ° COMPACTED GRANULAR 7/NU Ci FCCTING FOOTING DETAIL 8" CONCRETE WALL NOTE I ABUILDING CODES AND ORDINANCES,J B DESIGNSIBLE MAY NOT BE WEFORLLD RESPONSIBLE WITW-ALLIANCE 2.MUST BEEXACTS DETERMINED ETERH NED BY ZE AND R LOCALTSOIL CONDITIONS AND AC EPTABLE 4,VERIFY OF ALL CONCRETE FOOTINGS 1 ALL STRUCTURAL ELEMENINGS$14ADTS FOR 4 SIZE BELOWFROSTLINE-vERIFY DEPTH. LOCAL FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. SCALE: II4" = I�-O" xq . - TYP,RAILING i EXTERIOR DECK 40'-0° . 34'-0° m — Q � 1 � - -- --®'- FETI '---, ® O o-+ J fib ® 43 I 6'-I34° 4 l� I LL- I; 3,ra DINING KITCHEN � , i W-LL-� I R-DD - $„ � t 9 WALLS!CEILING_--- " 4°THICK CONC,SLAB i ra• '�' u a GARAGE Z'o w AQ - 3W - a ra' ra• r—,S 1/2°LVL'e ABOVE or J a LAUNDRY _ S J a . at r-•" 9-V2"LVLb ABOVE --------------�-i _o i ~ a� • 01 �, FLUSH W/CEILING 8-0 'O I -------- �GEIUNGLINEI � of i i CLOSET ,j z a1 P� l YER Ply i 0 LIVING S 4 Q VAULTED 2XI2 HDR, i - - -2xSCJ. mQlIb°OLVEREDRCH'X4' - - rC . I i STEP 4B'-O' FIRST FLOOR PLAN NOTE 1,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2,EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTUNE-VERIFY DEPTH. ® LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE SCALE; ��d FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER_ WITH LOCAL ENGINEER AND BUILDING OFFICIALS. 1 1 Y - i Qk 34'.O' Y$° 6 S° 9'5° 4-Y° 8 4° 2-B' Z cLl — MBEDROOM a 4 Q —' # r BEDROOM 03 4 c Ln Q u OBATH I 1 4 OJ m ii a Q O Q O II S � N � x 1 V 3' " 3'O" 3 5'44" d4 Ca t 1 LINEN O Ze ROOF - TYP,HALF WALL Y4' 74' 10'A° 4-44' i -4 B'-0" S'4'14° H -jo o BEDROOM 02 FOYER BELOW STORAGE 6,o,. ROOF --------------- ------------------------------ � Z '------------------- ------------------- O SECOND FLOOR PLAN I.PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL - 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. N UOT LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE SCALEI/4��. FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. � Y 0 2XIO'e^a 12"O.C.- 9 Ir TYP.10"DIAM.GONG,FILLED 3.2X8 PT TYP,HANGERS TUBE ON OR EQUAL"X24"XIf FTG. BEARING WALL BELOW } Z a X E�OTC ' .X Q }Lu iR 0 0 XL zXiO'B a 1r,°o C� r LIDO Ov TYP,HANGERS 2X6 P.RIM 2X6 PT,SILL I O •QI O r COI .- S-V2'LVLe TYP,HANGEIS 2XIO O I _ �B 421 16"O.Gr� 11 II 1 2X6 P,T,SILL - -- -- - - -- -- ' - 1 ' II , lij SECOND FLOOR FRAMING PLAN � 1 1 1 GIRDER BELOW I I = = = = = = >_4A= __ _ _ _ gl - - - - _ _ _ -It= I TAPERED CAP I 2XB MALER . 1 I mS TYP. ALL1eTERe N X X ' 4'MAX.CLEAR WACE MUM' J N 2X10'e 6 fr."O.C.-_ r - 5-0 LUM II I a OZA .RdewtiG Me NALLERING 4 AW1.PlTN1M BLOCK SPACER 5/4 DECK ' HANGERS I W4'MAM.CARR-BOLTS li . I V 24'0r-STAGGER tHRMH BO Tl TO EACH POST • - GIRDER BELOW U SV ffMT3'4 DWM-BOLTS 7XB PJ.41 W' ' I • J 2!(p ILMLBi METAL aRT MANGER®BO1N EHDB OF- _ EACM MIST _ D O DCB LEDGER BOLTED TO SOLID - - BLOCKING W•W4"LAG BOLTS . O L 2W OL,6TAGGBL - FIRST FLOOR FRAM'INCs PLAN eD r METAL POET ANCHOR O aO2 ALIM.FLMM - la 10'DIAn.CONLREfE BASE - C MSL 4'O'6ELOet GRADE . - - GRADE EXT,DECK DETAIL — INFO .. — NOTE' 1,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. — Rio LOCAL BUILDING CODES AND ORDINANCES.U B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN<SIZE SCALE= I�4•II e II'O u FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER- WITH LOCAL ENGINEER AND BUILDING OFFICIALS, ' ------------------------------------------------------------------------H " 1 i I 1 1 I gggy 1 � O 1 ------------- ———.————————— ———_ 2 ail LD I 2x10's 6 16"O 1 , 1 2xt0'e®16'O.0 - 1 t 1 I I 1 1 1 2X12 RIDGE z 2X12 RIDGE + ' 2XI2 RIDGE 2X6 BLOCKS . 4 i 2X6 RAFTER I 1 O01-4 I O 1 r 2xIO'B 0 I6"O.C-- 1 I 1 cv !L r O [V 1 °X IXB/IX2 RAKE BIRD. O r 2x10's 6 I6"oz-- IXb SOFFIT r---------------- - - ------------------I I 1-1/2 BED MLD. L 2xIo's 9 V O.C-- 1 I IX6 FREIZE BRD.. y — = 1 ------------------' ---------------- ---------------------------- 1 ' 14 O LLJ ^ I ----------------- ROOF FRAMING PLAN 1 I c� ------------------- ------------------ v SIDEWALL 17 TYVEK OR EQUAL Q z 1/2 PLY,SHEATHING ID O o SHINGLES STARTER COARSE 0 o I 2X6 P.T.SILL U2X6 SILL SEALER " o 245 TOP RING 2"CLEAR p GABLE / EAVE DETAILS o EAVE o d 1/2X12"ANCHOR BOLTS 4 SCALE =IFT. gb 6,O.C. p SILL DETAILS o 1.PURCHASE OF DRAWINGS LEAVES PURCNA6ER RESPONSIBLE FOR COMPLIANCE WITH ALL 1.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FR06TLINE-VERIFY DEPTH. NI LOCAL BUILDING CODES AND ORDINANCES.J B DE61GNS MAY NOT BE HELD RESPONSIBLE - MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE SC ALE: 1/4 = it-on FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER- WITH LOCAL ENGINEER AND BUILDING OFFICIALS. RIDGE VENT f RIDGE VENT - 2XR RIDGE ti ' - 2X12 RIDGE 2XIO RAFTERS 9 16"O.C._ W PLY,SHEATHING r - 12 156 ASPHALT PAPER I ASPHALT SHINGLES � 2XI0 RAFTERS 9 I6°O,C,of PLY,SHEATHINGrot ASPHALT PAPERASPHALT SHINGLES B e CJ.9 V OL, . R30INSUL IX3 STRAPPING . - VY WALLBOARD ® _ LIVING ROOM 2XIoeCJ,916 OL, _— co ° V2°WALLBOARD VAULTED Y Q STRAPPING - .` (Z co Z 0 2X4'e 9 IleOL. � 5/8 5/8°FL.WALLBOARD -9-Vt"_LVL'e ` - RM INSULATION " W PLY.SWEAT14ING m m TYVEK WRAP OR EQUAL Q 7 �' ft SIDING 5/8,FL,WALLBOARD - - 3/4"T/G FIR PLY. 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