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HomeMy WebLinkAbout0499 NOTTINGHAM DRIVE . � �, y n ,, Y ... .... .. �.., .. �y�y� ! .. ' � � � ,. .. �: I �.. � � � i ., .� _ - t .. '� - _ _ 1 .. � u _ i ` ,. _ n ti � ,: ,_ � _ . m _ . d � .. _ wcc l r4 I Town of Barnstable �� ► " 200 Main Street, Hyannis MA 02601 508-862-403.8 LL j �i 'ElApplication for Building Permit q� j -70 - Application No: TB-17-1636 Date Recieved: 5/25/2017 Job Location; 499 NOTTINGHAM DRIVE,CENTERVILLE, Permit For: Building-Insulation-Residential 'r Contractor's Name: TODD LEDUC State Lic. No: CSSL-106019 Address: East Greenwich, RI 02818 Applicant Phone: (401) 965-8578 (Home)Owner's Name: THOMAS,TROY A&ROXANNE L Phone: (508)328-1635 (Home)Owner's Address: 499 NOTTINGHAM DRIVE, CENTERVILLE,MA 02632 Work Description: Air sealing and insulation of attic flat and common walls. Total Value Of Work To Be Performed: $3,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: todd leduc 5/25/2017 (401)965-8578 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees' Total Project Cost: $3,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 5/25/2017 $85.00 XXXX-XXXX-XXXX- Credit Card 8065 ......... Total Permit Fee Paid: $85.00 SENDER.COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. S' ure item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Recei d by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: � �10 3111 iceType fled Mail ❑Express Mail 40 04 "3� � ❑Registered -RIO'Retum Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 1 70 0'6 0 810' 0 0 0 6' V' 2�4 6 9 4 9 (transfer from service/aben PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-15401 UNITED STATES POSTAL SERVICE �!PfrsttQ.Jass Mail_ sik`� � sca:. aa, ors-z mot. ,. ;kta�Fee`s Paid L -Lie a�SQ�I 4'1 I �� Yn Y.•. ) # K%3p��I.�nvanuvv,�.w•�9V?ryuW+�x + • Sender: Please print your name, addt'iss, arm' �lP.�+.�-rn...thls br !:w . . TOWN OF BARNSTABLE I $UILDING DIVISION HYANNIS,MA 0260t I I e i • 4 " Er pWALLMUMOMDq N LALZA-3bgIfO m Postage $ � CtV 0�� 0 Certified Fee 0 Return Receipt.Fee Postrn (Endorsement Required) O Restricted Delivery Fee r-I (Endorsement Required) CIO `yQ Total Postage&Fees $ �^ p zi tT y� Utreet,Apt No.; or PO Box No. 7 Q c2 �o Certified Mail Provides: '"' 4 A mailing receipt (—OAett)aoot'o r�oosE w,0d Sd • A unique identifier for your mailpiece ® A record of delivery kept by the Postal Service for two years fmoortent Reminders: 10 Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. • Certified Mail is not available for any class of international mail. e NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. O For an additional fee a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt seance,pease complete and attach a Return Receipt(PS Form 38111 to the article and add applicable postage to cover the fee.Endorse mailpieos Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. is For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailplece with the endorsement"Restricted`Delivery°. a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORT-ANT:Save this receipt and ppresent it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. `� to Town of Barnstable Regulatory Services THE Thomas F.Geiler,Director Building Division BAMSrnsLe, : Tom Perry,Building Commissioner �� 200 Main Street,Hyannis,MA 02601 RFD MA'S A Office: 508-862-4038 Fax: 508-790-6230 September.17, 2012 Troy Thomas 499 Nottingham Dr. Centerville, Ma. 02632 RE: 499 Nottingham Dr., Centerville, Map: 147 Parcel: 031 Dear Mr. Thomas: This letter is to follow up on a letter sent by this office dated August 15, 2012 inquiring on the status of permit application number 20060559. Final building, electric, and plumbing inspections have not been successfully completed to date; however, a site inspection seems to indicate that the work has been completed. You must contact this office and bring the property into compliance by October 15, 2012. Failure to comply will result in further action taken by this office to the fullest extent as allowed by 780 CMR. By Order, WrL Local Inspector Leffrey.lauzon e,town.barnstable.ma.us (508) 862-4034 Town of Barnstable Regulatory Services �ZNE Thomas F.Geiler,Director �.� Building Division BARNSTABLE, * Tom Perry,Building Commissioner , ; 200 Main Street,Hyannis,MA 02601 QED MA'S A Office: 508-862-4038 Fax: 508-790-6230 August 15, 2012 Troy Thomas 499 Nottingham Dr. Centerville, Ma. 02632 RE: 499 Nottingham Dr., Centerville, Map: 147 Parcel: 031 Dear Mr. Thomas: This letter is to inquire about the status of permit application number 20060559. As you may recall, this office performed inspections for the above referenced address in conjunction with the said permit. To date; however, there has not been a final building inspection. The last inspection conducted by this office for the above permit was done in 2006. Additionally, our records show no final inspections for electric or plumbing. Please arrange for final inspections or contact this office to explain your lack of progress. Thank you for your immediate attention in this matter. Respectfully, on Local Inspector jeffrey.lauzon@town.bamstable.ma.us (508) 862-4034 I , Q:zoning5 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 Parcel Application# Health Division Conservation Division Permit# ,Tax Collector top Date Issued �� 6, �6 L L Treasurer © 0 K Application Fee Planning Dept. r Permit Fee *q*39,53 Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 0111f, edtA 1,1 .Alive ,MA 0-)612 Village �� h �y Owner I&OAA5 Address 19 /1/c+ Ne Af4 Ott I� Telephone o Permit Request lt��u/ i //e o t•l. �f e •: � 0 ,,,n��►� �► l.�fTl@',✓few �� _� "'K.�•�vs �� .� C.�L.L'twS A a 6e'A 9,MN, Square feet: 1 st floor:existing 64Z proposed. 2nd floor:existing,_ proposed 1�2cPY Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 'k.Utz Construction Type Lot Size 3+ Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 2 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes UkNo" On Old King's Highway: ❑Yes Basement Type: 2<II ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing / new / Half:existing new } Number of Bedrooms: existing new � ti Total Room Count(not including baths):existing ,S,— new First Floor Room Countt � Heat Type and Fuel: &bas ❑Oil ❑Electric ❑Other i Central Air: ❑Yes gKo Fireplaces: Existing 417:s _ :s New Existing wood/coal stove: ❑Yes a No Detached garage:❑existing ❑new size Pool:❑existing Cl new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size. Shed:9,6xisting ❑new size Other: , Zoning Board of Appeals Authorization ❑ Appeal# Recorded_O Commercial-• U Yes ❑-No If yes, site plan review#' Current Use Proposed Use BUILDER INFORMATION Name --I-iL m Telephone Number �� feSs— Address &Joe License# �r�+, ��2 Ti'�'►,� 83��; Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO e0 SIGNATURE DATE 1 FOR OFFICIAL USE ONLY PERMIT NCO. DATE ISSUED f ,' MAP/PARCEL NO. , ADD TSS VILLAGE A - OWNER DATE OF INSPECTION: FOUNDATION7f FRAME o3 -0 10 INSULATION ,) 912I 64 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING rL lJ l DATE CLOSED OUT `. ASSOCIATION PLAN NO.� RESIDENTIAL BUILDING PERMIT FEES APPLICATION FLE -s New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Change of Contractor/Builder $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE �L square feet x$96/sq.foot= b593y x .0041= &y3V•5� plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if 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/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev;063004 A 4�O10HF r j Town of Barnstable r r Regulatory Services BAMSrABi 'E ' Thomas F. Geiler,Director 'Argo;9. 6. � Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.nia.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: Map/Parcel: I T7 031 Project Address /w�i, Builder: The follo ing items were noted on reviewing: Cr V CD Reviewed by: r►es5C'j - oVA Date: 0 06 o � /04 Q:Forms:Plnrvw The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, M4 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Alaulicant Information Please Print Legibly Name (Business/organization/Individual): Address: W9 av�ffi *AAw Djxiv-e City/State/Zip: o,263a Phone#: Sy8 Are you an employer? Check the-appropriate bog: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. New N construction tion ❑ employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ 7• ❑ Remodeling ship and have no employees These sub-contractors have & D-VSemolition working for mein any capacity. workers' comp.insurance. g, 2-56ding addition [No workers' eamp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.gam a homeowner doing all work right of exemption per MGL 1 L[I Plumbing repairs or additions myself.[No workers' comp. c. 152,�§1(4),and we have no 12.❑ Roof repairs insurance required.] t f employees.[No workers' 13.0 Other comp.insurance required.] *Aay applicant that checks box#1 must also fill out the section below showing their workers'compensation policyinformation' ' t Homeowners who submit this affidavit indicating they are doing all work andthen hire outside cofactors must submit a new affidavit indicating such :Contractors that check this box must attached an additional sheet showing the name ofthe sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation Insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or SelMns.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$1,50QA0 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 under the pains and penalties of perjury that the information provided above is true and correct: Signature: Date: -e16 Phone 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 3.Building Departmem 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,.aial 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 bean 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 it 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 ofpublic work until acceptable evidence of coliance 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-contractors)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 .r. 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 eater 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 mast submit multiple permit/license applications m 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. Anew affidavit must be filled out each year.Where a&ine 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 bum 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 5-26-05 W WtiV.IIi2SS.clOv/Cl.a W °FSNEtj Town of Barnstable Regulatory Services BAMST9 KAM"BLEg Thomas F.Geiler,Director �'ArEn �A�O Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-8624038 Fax: 508-790-6230 Permit no. Date S- /3 AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: -;/o%Nc ,�o�i a r� Estimated Cost fito Address of Work:. AJr►#^JJ-' Am Acj y-e Owner's Name: pBzg �15 Date of Application: I hereby certify that: Registration is not required for the following reason(s): OWork excluded by law ❑Job Under$1,000 Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE • ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY _ I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav Town of Barnstable DFSHE 1p� + Regulatory Services BARNSrABLE Thomas F.Geiler,Director 9 3 9 .�� Building Division Tom Perry,Building.Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: //!! JOB LOCATION: ;/" /t/�T�"'S�A✓e� lJh i ye number street [7 village p "HOMEOWNER! name home phone# work phone# CURRENT MAILING ADDRESS: �9_ 0�Bfti 9`4,4 •_41—z Ile city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signa re of o eowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code RES checkSoftware Version 3.5 Release le Data filename:C:\Program Files\Check\REScheck\Thomas.rck CITY--Centerville(Barnstable) STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:03/23/06 DATE OF PLANS:3/23/06 PROJECT DESCRIPTION: Thomas Residence 499 Nottingham Drive Centerville,Ma(508)328-1635 COMPLIANCE-Passes Maximum UA=238 Your Home UA=232 , 2.5%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter_ R-Value. R-Value_ U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 560 30.0 0.0 19, Skylight:VS 306:Wood Frame,Double Pane with Low=E 10 0.420 4 Skylight:VS 606:Wood Frame,Double Pane with Low-E 14 0.420 6 Wall 1:Wood Frame, 16"o.c. 1598 .3.0 0.0 116 , Window:2842:Vinyl Frame,Double Pane with Low-E 125 0.340 43 Window:ET8:Vinyl Frame,Double Pane with Low=E 16 0.310 5 Door:FWG 6068:Glass 40 0.330 13 Floor 1:All=Wood Joist(rruss,Over Unconditioned Space 552 19.0 0.0 26 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 Massachusetts Energy Code requirements in RES checkVersion 3.5 Release le (formerly MECchec4 and to comply with the mandatory requirements listed in the RES checklnspection Checklist The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer____ . _ — Date I2EScheck Inspection Checklist, Massachusetts Energy Code REScheckSoftware Version 3.5 Release le DATE.-03/23/06 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R=30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R=13.0 cavity insulation Comments: Windows: [ ] 1. Window:2842:Vinyl Frame,Double Pane with Low-E,U-factor;0.340 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?[ ]Yes[ ]No Comments: ( ] 2. Window:ET8:Vinyl Frame,Double Pane with Low-E,U-factor:6.310 For windows without labeled U-factors,describe features: #Panes Frame Type. Thermal Break?[ ]Yes[ ]No Comments: Skylights: [ ] 1. Skylight:VS 306:Wood Frame,Double Pane with Low-E,U-factor:0.420 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: ] 2. Skylight:VS 606:Wood Frame,Double Pane with Low-E,U-factor:0.420 For skylights without labeled U-factors,describe features: #Panes Frame TYPe Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door:FWG 6068:Glass,U-factor:0.330 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R 19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall 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 sealed or gasketed 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 On(0.944 Us)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/ft2 pressure difference and shall be labeled. Vapor Retarder: 1 [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. f Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I .. Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return 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. [ ] The RVAC system must provide a means for balancing air and water systems. Temperature Controls: L ) I Thermostats are required for each separate 14VAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating 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 78OCMR 1310 and J4.4. z Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock- Heating and Cooling Piping Insulation: [ ] I 14VAC piping conveying fluids above 120 OF or chilled fluids below 55 `V must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes., Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to I" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 1404% 0.5_ 0.5- Lo' 1.5. 1-0.0-.1.3.0_ 0.5_ 0.5_ 0.5_ 1.0- Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches bXP_ipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1-5 1.5 I ' i NOTES TO FIELD (Building Department Use Only) I ` 6 i i f + 1 III Uniformly Loaded Floor Beamf 2003 International Building Code(01 NDS)1 Ver:6.00.7 By:Jay Malaspino,CAD Designs on:02-21-2006: 11:59:27 AM Protect:Thomas-Location:deck girder Summary: (3) 1.5 IN x 7.25 IN x 8.0 FT /#2-Southern Pine-Wet Use Section Adequate By:67.3% Controlling.Factor:Section Modulus/Depth Required 5.61 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.11 IN =U893 Total Load: TLD= 0.13 IN=L/745 Reactions(Each End): Live Load: LL-Rxn= 960 LB Dead Load: DL-Rxn= 192 LB Total Load: TL-Rxn= 1152 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.68 IN Beam Data: Span: L= 8.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect.Criteria: L/ 360 Total Load Deflect.Criteria: U 240 Floor Loading: .Floor Live Load-Side One: LL1= 60.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.0 FT Floor Live Load-Side Two: LL2= 60.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 240 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 48 PLF Total Maximum Load: wT= 288 PLF Properties For:#2-Southern Pine - Bending Stress: Fb= 1200 PSI Shear Stress: Fv= 175 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 565 PSI Adjusted Properties . I Fb'(Tension): Fb'= 1173 PSI Adjustment Factors:Cd=1.00 Cm=0.85 Cf=1.00 Cr-1.15 Fv': FV= 170 PSI Adjustment Factors:Cd=1.00 Cm=0.97 E': E'= 1440000 - PSI Adiustment Factors: Cm=0.90 Fc'_perp: Fc'_perp= 379 PSI Adiustment Factors: Cm=0.67 Design Requirements: Controlling Moment: M= 2303 FT-LB - 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 990 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 23.56 IN3 S= 39.42 IN3 Area(Shear): Areq= 8.75 IN2 A= 32.63 IN2 Moment of Inertia(Deflection): Ireq= 57.59 IN4 1= 142.90 IN4 Uniformly Loaded Floor Beam(2003 International Building Code(01 NDS),]Ver:6.00.7 By:Jay Malaspino,CAD Designs on:02-21-2006 Project:Thomas-Location:deck girder Summary: (3) 1.5 IN x 7.25 IN x 8.0 FT /#2-Southern Pine-Wet Use Section Adequate By:67.3% Controlling Factor: Section Modulus/Depth Required 5.61 In LOADING DIAGRAM W A B Span =8 ft Reactions M Live Load Dead Load Total Load Uplift Load A 960 Lb 192 Lb 1152 Lb 0 Lb B 960 Lb 192 Lb -1152 Lb 0 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 240 Plf 40 Plf 8 Plf 288 Plf h Y _ l Combination Roof and Floor Beam[2003 International Building Code(01 NDS)]Ver:6.00.7 By:Jay Malaspino ,CAD Designs on:02-22-2006:06:32:20 AM Project:THOMAS-Location:header in box over slider Summary: 1.75 IN x 16.0 IN x 8.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate Bv: 119.3% Controlling Factor:Area/Depth Required 9.97 In *Section may not be readily available. Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.06 IN=U1665 Total Load: TLD= 0.08 IN=U1192 Reactions(Each End): Live Load: LL-Rxn= 2990 LB Dead Load: DL-Rxn= 1185 LB Total Load: TL-Rxn= 4175 LB Bearing Length Required(Beam only,support capacity not checked): BL= 2.81 IN Beam Data: Span: L= 8.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: L/ 240 Roof Loading: .Roof-Live-Load-.Side One: _RLL1= .25.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 11.5 FT Roof-Live.Load-Side Two: RLL2= 25.0 .PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 40.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 11.5 FT Floor Live Load-Side Two: . FLL2= 40.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor- 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live.Load: wL-roof= 288 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 173 . PLF Floor Uniform Live Load: wL-floor- 460 PLF Floor Uniform Dead Load: wD-floor= 115 PLF Beam Self Weight: BSW= 9, PLF Combined Uniform Live Load: wL= 748 PLF Combined Uniform Dead Load: wD= .296 PLF Combined Uniform Total Load: wT= 1044 PLF Controlling Total Design Load: wT-cunt= 1044 PLF Properties For:Versa-Lam 3100 Fb SP-Boise.Cascade Bending Stress: Fb= 3100 PSI Shear Stress: Fv= .290 PSI Modulus of Elasticitv: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 850 PSI Adjusted Properties Fb'(Tension): Fb'= 3453 PSI Adjustment Factors: Cd=1.15 Cf=0.97 Fv': Fv'= 334 PSI. Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 8350 FT-LB 4.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2839 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 29.02 IN3 S= 74.67 IN3 Area(Shear): Areq= 12.77 IN2 A= 28.00 IN2 Moment of Inertia(Deflection): Ireq= 129.15 IN4 1= 597.33 IN4 Combination Roof and Floor Beam[2003 International Building Code(01 NDS)]Ver:6.00.7 By:Jay Malaspino,CAD Designs on:02-22-2006 - Project:THOMAS-Location:header in box over slider Summary: 1.75 IN x 16.0 IN x 8.0 FT /Versa-Lam 3100 Fb SP-Boise Cascade Section Adequate By: 119.3% Controlling Factor:Area/Depth Required 9.97 In LOADING DIAGRAM W A B Span =8 ft Reactions Live Load Dead Load Total Load Uplift Load A 2990 Lb 1185 Lb 4175 Lb 0 Lb B 2990 Lb 1185 Lb 4175 Lb 0 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W 748 Plf 288 Plf 9 Plf 1044 Plf Floor Joist(2003 International Buildinq Code(01 NDS)1 Ver:6.00.7 Bv:Jay Malaspino,CAD Designs on:02-21-2006:2:00:11 PM Proiect:THOMAS-Location:ceiling joist Summary: 1.5 IN x 11.25 IN x 23.0 FT (aD- 16 O.C./#2-Spruce-Pine-Fir-Dry Use Section Adequate By:0.3% Controlling Factor: Section Modulus/Depth Required 11.23 In Center Span Deflections: Dead Load: DLD-Center 0.34 1N Live Load: LLD-Center- 0.67 IN=U410 Total Load: TLD-Center- 1.01 IN=U273 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 307 LB Dead Load: DL-Rxn-A= 153 LB Total Load: TL-Rxn-A= 460 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 0.72 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 307 LB Dead Load: DL-Rxn-B= 153 LB Total Load: TL-Rxn-B= 460 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.72 IN Joist Data: Center Span Length:-- L2= 23.0 FT Floor sheathinq applied to top of joists-top of joists fully braced. - Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loadinq: Uniform Floor Loading: Live Load: LL-2= 20.0 PSF Dead Load: DL-2= 10.0 PSF Total Load: TL-2= 30.0 PSF Total Load Adiusted for Joist Spacing: wT-2= 40 PLF Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 135 PSI Modulus of Elasticitv: E= 1400000 PSI Stress Perpendicular to Grain: Fc-perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1006 PSI Adjustment Factors:Cd=1.00 Cf=1.00 Cr-1.15 Fv': Fv'= 135 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controllinq Moment: M= 2645 FT-LB 11.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 423 LB At a distance d from riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 31.54 . IN3 S= 31.64 IN3 Area(Shear): Areq= 4.70 IN2 A= 16.88 IN2 Moment of Inertia(Deflection): Ireq= 156.41 IN4 1= 177.98 IN4 Floor Joist[2003 International Building Code(01 NDS)]Ver:6.00.7 By:Jay Malaspino, CAD Designs on:02-21-2006 Project:THOMAS-Location:ceiling joist Summary: 1.5 IN x 11.25 IN x 23.0 FT @ 16 O.C./#2-Spruce-Pine-Fir-Dry Use Section Adequate By:0 3% Controlling Factor: Section Modulus/Depth Required 11.23 In LOADING DIAGRAM AIL A B Center Span =23 ft Reactions Live Load Dead Load Total Load Uplift Load A 307 Lb 153 Lb 460 Lb 0 Lb B 307 Lb 153 Lb 460 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load Total Load W 20 Psf 10 Psf 30 Psf i Roof Beam(2003 International Building Code(01 NDS)1 Ver:6.00.7 Bv:Jay Malaspino,CAD Designs on:02-21-2006: 10:36:09 PM Project:THOMAS-Location: header over tub window Summary: . (2) 1.5 IN x 7.25 IN x 6.0 FT /#2 Spruce-Pine-Fir-Dry Use Section Adequate Bv:26.3% Controlling Factor:Section Modulus/Depth Required 6.45 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: ` Dead Load: DLD= 0.04 IN Live Load: LLD.= 0.06 IN=U1146 Total Load: TLD= 0.10 IN=U708 Reactions(Each End): Live Load: LL-Rxn= 863 LB Dead Load: DL-Rxn= 533 LB Total Load: TL-Rxn= 1396 LB Bearing Length Required(Beam only,support"capacity not checked): BL= 1.09 IN Beam Data: Span: L= 6.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP=. 0 : 12 Live Load Deflect.Criteria: U 240 Total Load Deflect..Criteria: U 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 11.5 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF. Tributary Width-Side Two: TW2= 0.0 FT Roof Duration factor: Cd= 1.15 Beam Self Weight: BSW=' 5 PLF Slope/Pitch Adjusted Lengths and:Loads: Adjusted Beam Length: Ladj= 6.0 FT Beam Uniform Live Load: wL= 288 PLF Beam Uniform Dead Load: wD_adj= 178 PLF Total Uniform Load: wT= 465 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb 875 PSI Shear Stress: Fv= 135 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1208 PSI Adjustment Factors:Cd=1.15 Cf=1.20 Fv" - Fv'= . 155 PSL Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 2094 FT-LB 3.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1117 LB At a distance d from support. Critical shear created by combining all dead'and live'loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq=, 20.81 IN3 S= 26.28 IN3 ' Area(Shear): Areq= 10.79 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): Ireq= 24.22 IN4 'I= 95.27. IN4 Roof Beam[2003 International Building Code(01 NDS)]Ver:6.00.7 By:Jay Malaspino, CAD Designs on:02-21-2006 Project:THOMAS-Location:header over tub window Summary: (2) 1.5 IN x 7.25 IN x 6.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:26.3% Controlling Factor: Section Modulus/Depth Required 6.45 In LOADING DIAGRAM ' W A B Span =6 ft Reactions Live Load Dead Load Total.Load 'Uplift Load A 863 Lb 533 Lb 1396 Lb 0 Lb B 863 Lb 533 Lb 1396 Lb 0 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load . W 288 Plf 172 Plf 5 Plf 465 Plf i ' Assessor's map and lot number .:... .. ...1 1... �. 1 i i`4sYST �! �♦ y NE 1 !�t: iT WITH ARTICLE I! CE -STATE Y r/� SANITARY b� �I�® SewWe` Pef`mit number WN t�eepay-pp CO _ o . TOWN OF �BARNSTABLE, 7N E Z 89$BSTODIE, 9�0 "6 9 BUILDING t INSPECTO OMPYa` ", APPLICATION FOR PERMIT`,TO ...... ... ....................... ..................................... ...... TYPE OF CONSTRUCTION ................ .'� .................... TO-THE`INSPECTOR-OF"BUILDINGS: The undersigned hereby applies for a permit according to,the following information: Location .......�1 s`�. N�.II <<�.�I�.��-�..........� � � I....... ...... ............... �?..!�............ Proposed Use �`"� .`..``1..�-- ...: Zoning District ............................................. District ..... A` :...... ..5.. ..........................:........ . Name of Owner ..!..1...:. 4. ............Address WL.G.1 G ... �............. .............. Si"� ` . '..........Address .��A .5.f. Name.of Builder ....... . ..`.... �.............................. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .....Foundation ........ Exierior ........ .. ..................................:.................Roofing ................... ./ .......................:....... Floors .............4 ................. ......................................Interior ......................., .Z.........,...... .................................. Heatin �. .. :..:'.:.4. �1 Plumbing N 12_ ....... . .............. 9 .......... ................... . _— _ Fireplace P�-�t�2.LG'2— T Approximate Cost . ...................... �. .....................� .. ................................... ............... _ ��Definitive Plan Approved by Planning Board _______________________________19________. Area ....... � ........... Diagram of Lot and Building with Dimensions Fee —�..................,..... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform, to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam ... .....................................`............................... Higgins, Roderick No ...18938 1 112 story ... ,�4P4MIffll for .................................... single,family dwelling ............. Location Nottingham Drive Centerville . ............................................................................... Owner ..Hig.g�p�........... ...........Roderick . ........ Type of Construction ........frame....................... ........................................ ............... Plot ............................ Lot ..........4k54......... ............. 77 Permit Granted ........................................19 February 10, - Date of Inspection .... 19 .,Dat6 Co .............19 Completed .... PERMIT REFUSED ................................................................ 19 ........................................................................... ............................................................................... ....................................................... ..................... ................. ......................................... .................. Approved ................................................. 19 . ............................................................................ TITLE PAGE NOT TO,SC1' LE 1 fo the best of my knowledge these plans were drawn to C 5 i qm PKOP05ED ADDITION EXISTING h10U5E comply with owner's specifications and/or builder's and any changes made to them after prints are made lop will be done at the owner'5 and/or builder's RE91TENfIAL HOME M51CIN PH. (508)398-4144 ord expense and respon5ibil . fhe contractor addtt rty , shall verify Al dimensions.and encloceal drawingo. CAD Kli(]fN 17F5 Cal FAX C 508)398 4144 � De5Ign5 15 not liable for errors axe construction has. M,-Y CALC'5. bean, FKAMINGPLM5 E-MAIL WOODf3EAMKEPOkf5 jaq@cadJc5icln5.6iz While every effort has been made in the preparation of V V EWS<INf.&EXfJ W1 D51TE thi5 plan to avoid mistakes,the maker can not guarantee against human error, fhe contractor of the)o6 mu5t check ANIMATED WALKTHIZOUGN5 A(WW.CMJe51gt15,bIZ all dimensons and other details prior to construction and be solely responsible thereafter. AKEAS FOOTAGE _ FIN15H FLOOK AffA 50M ^ FIN15W[9 PA5WFNf ARIA N/A G N�pAI� N01�5 15t FLOOFFLOO AMA w i, ALL aRK is ro Y vIm nE LAresr ADOPTED COMPLY 2NI7 (V- FL00�AAA t� - vE tx nE Lrn « AM7 RSIaN Ma ou NG cwE ErnnON 6 ANY Kl COLMY OR fGWN OU1,12INC;MOUMMEN15. FIN15fl?AffICAMA IIf�V///A 2. WMf1EN DIMEN51A45 HAVE P�LEDENLE OVER SCN.ED DWIENSIONS. fOfAL FIN15H FLOOt;AAA r70 NOr SCALD TNT f7t;AWINGS M15C.AMA 2 O � SCOPE OF WOE 3 Ve%NLOADS GABS � CEILINGS 20 11.5F COVFC:Fn POt;ClS ROOF 25 P.SF. srAI6 40 t000 p5. W0017EN I7�CK5 T 1) .REMOVE EXISTING GARAGE ADDITION ON LEFT SIDE OF HOUSE oEa5 60 F5f. p�� Nn�X 4. 11'EI1.AIION (NNIMHM F.19MMEN(5-5fz MASCtECK 2) ADD NEW ADDITION IN IT'S PLACE SPA FOR INSLLA WALL5 ED) F1,0 5 R I, 1111 pAG� FLOA?i R-19 3► REMOVE WALL BETWEEN EXISTING BEDROOM #1 & #2 WALL OM R-� 2, Ff?ON1 & SAC?�L�VA110N5 5. ALL EXrEMOR wAu PEraN.s s DEAMNG wML � crICATWI wv rwwE�w saroesso e TCATED. RwhE INI Lffr& f?I K�L. VA110N5 -:- - 6. 5/8"FOE SFEETRA7.INSIfk GRACE Z SMOKE DETECTORS FIL111SE FOR FMRECOVE REIX6REMENI. q, FOUNnA110N PLAN 7. EAhI UEDROOM fO HAVE A MIWMIIM W WOW A'ENNG OF G n 5350.Ff.VWiH A MIN.CLEAR OPENING Of 20"X24"IN e*U LOON;PLAN ® O 5, - - ( DL�L110N AM7 A SIN.ifl0n LE55 TIWJ 44"OFF itE FLOAT. I51"I ® _ ABLE BUILDING C1 PT• DA E I1 e' "L WvNVa"s WTMN 16"cP TME FLOOR ANI?W H14 Fj ZNf7�LOOf?PLAN � 12"OF PNY VOCR 514N.L HAVE femp ED aAZING. O 9. ALLsnaWERENao s roEEa ffDwm fY�N6 -7 Cp055 51�CfION5 1 10. ALL EXIEMOK W N2GA5 APE ro DE DAELE Q.A9P DEPART MENU MV ALL EXTEMOR woks An TO 6E 5ain LORE WITH FIRE B, �X1511NG PLAN & VIEWS REQ I IRED FOR PERMII!,71MG WEAhEF5 NIPPING. I BOTH SIG - I u. coneEcr Au SME DE Ecru ro ELEc MCN SYSTEM MY1 Wil'OCK EACH 50 MAf MEN ANY Ott 15 . . . `•'t'".... _ TMPPED IFCY ALL WILL 50"7 .. 12. PROVIDE COMA5WN AIR VENr5(W/5MV0 FOR ANY 10. - ,,•� �. APPLWJU W fH AN OMN fLAME. e 15. DATIRAOM5 AW Uni IiY Ro0M5 Aff f0 OE VENMO fo Tit .. ATE OIG - PA OM517EMTHAMINMLIMLfA90C.F.M.FAN, Ili `�� I INnL ISJUI. . 14. FOOTING N�i0 BEPR ON L11�DISt1A%ED LEVEL SOIi. 12' \1 = DEVADnFAW fOMAI ZI�ANCTANfi MeaIR.5MMDELOWf 2122106 PORTANT - UPGRADE REQUIRED CVM.5oMNNTNNM nA'ADEP HeELav nE FlNAL ```a `` GRADE.SAL fjEAMNG PG.YSSIf.E ASSUMED f0 UE 2000 P.S.I. 13, STA BUILDING CODE REQUIRES THE UPGRADING OF 15. ALL LAICRETEfO9L6EEVfOKAVEAMINM.IMOF � KN 5125106 2,900 P.5.1.COMPMM59ON 5TWWfH IN 28 PAY5. I - - SMO DETECTORS FOR THE.ENTIRE DWELLING WHEN 16. ALL wow w coNrAcr wIm coi�rE ro eE 5/I I/06 ONE R MORE SLEEPiniti AREAS ARE ADDED OR CREATED,. PM551R'-TREATED. 15 A SEPARATE PER»rr-ts-REQUIRED FOR THE 16� /('17. WATEM'KOGFUASEMENfWPLL56EF ONxFILLING. 5C& UNL�55. ICAL INS LATION OF SMOKE DETECTORS-THE ELECTR I& am Pocar5IN LONCIM roH 1/AVE 21,AJPuPAa Af NOTQ7 PER DOS NOT SATISFY THIS REQUIREMENT, 51DE5ANPeW5W1rHAM114MLMOF5",DEAQN6. I� ���I� .. - 19, UA%WI115 AM1 CELLARS NLX LEED AS IMIAILE, OCOPU%E SPACE SHALL Pe PRNMP WITH A MINIMUM OF FOLK SLIDING TYPE.OR AWNNG TYPE DA5EMENF MWCM5 FOR 18. 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