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Home My WebLink About0156 SOUTH MAIN STREET a�� ;,,. � ., �. � i } o +} �� , { , o e � i d Y � a L � � � u i. ... ... �i yy. I'. ,. r � _,. 4 ,. ,>yx, o i { Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 6/28/17 Thomas Perry CBO Town of Barnstable Building Division 200 Main St. , Hyannis,MA 02601 : CD RE: Insulation Permit 17-1574 1 Mc Dear Mr. Perry This affidavit is to certify that all work completed for 156 South Main Street,Centerville has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William'McCluskey guar)r� Z7 Town of Barnstable6W �EE� 200 Main Street, Hyannis MA 02601 508-862-403,8 Application for Building Permit Application No: TB-17-1514 Date Recieved; 5/22/2017 Job Location: 156 SOUTH MAIN STREET,CENTERVILLE Permit For: Building-Insulation-Residential Contractor's Name: WILLIAM J MCCLUSKEY State Lic. No: CSSL-102776 Address: West Yarmouth, MA 02673 Applicant Phone: (508) 398-0398 (Home)Owner's Name: MCCANN,JOHN&HEATHER Phone: (781)789-7961 (Home)Owner's Address: 114 BEECHWOOD STREET, COHASSET,MA 02025 Work Description: Add R-30 cellulose to the attic.Add 2" rigid insulation to the basement.Air seal the attic plane and basement with expanding foam. Total Value Of Work To Be Performed: $4,900.00 Structure Size: 0.00 0.00 0.00' Width Depth ITotal Are cJ I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontract 1.01 ,or other worker efore 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: William McCluskey 5/22/2017 (508)398-0398 .Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : a $4,900.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 5/22/2017 $85.00 XXXX-XXXX-XXXX- Credit Card 0299 Total Permit Fee Paid: $85.00 4xua�'.,.kux.J;w�%u�:i" W" .4..awa' %.ew.+ado .eu.. (..0...,.,.k@ >n..u..., 4:M ... aS.?:,✓.<...w�.....e..eubs Town of Barnstable Building Department - 200 Main Street SAMSTABLE, ; Hyannis, MA 02601 MASS 9�A 039. . (508) 862-4038 Certificate of Occupancy Temporary Application 20061629 CO Number: 20070145 Parcel ID: 208086 CO Issue Date: 07/13107 Location: 156 SOUTH MAIN STREET Zoning Classification: SPLIT ZONING Owner: KURRA, MARY E Proposed Use: SINGLE FAMILY HOME 198 LOCUST ST #306 LYNN, MA 01904 Village: CENTERVILLE Gen Contractor: PROPERTY OWNER Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: 7113k-Z 08/13/07 Building Department Signature Date Signed Expiration Date BIKE TOWN OF BARNSTABLE Building . Application Ref �20061629 • it BARNSTA'LE, " Issue Date: OAI/06 MASS. �16 9. a�� Applicant: KURRA,MAY E Permit Number: B 20060660 Proposed Use: `! Expiration Date: _ 01/14/07 1, FLocation 156 SOUTH:MAIN STREET Zoning Disf%ct SPLI Petmit Type: 'RESIDENTIAL ADDITION/ALTERATIO r Map Parcel 208086 Permit Fee$ 28AO/Contract6r PROPERTY OWNER 1, Village CENTERVILLE App Fee$ 50.00 License Num OWNER�"`* � Est Construction Cost$ 70,000 w Remarks, .APPROVED PLANS MUST BEttETAINED ON JOB AND 2 STORY ADDITION,ADDING MASTER BEDROOM AND BATH THIS CARD MUST BE KEPT POSTED UNTIL FINAL NEW KITCHEN INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED, Owner on Record: KURRA,MARY E BUILDING SHALL NOT BE OCCUPIED UNTIL A`FINAL Address: 198 LOCUST ST#306 INSPECTION HAS BEEN MADE. LYNN,MA 01904 r� Application Entered by: NL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALK OR'A PART THE 0 ,` TH TEIGIPORARILY-OR PERMANENTLY. CROACHEMENTS ON PUBLIC:PROPERTY;NOT SPECIFICALLY PERMITTED': TH BUILDING D ,MUST.BE APPROVED BY THE JURISDICTION STREET"OR ALLY GRADES AS WELL AS,DEPTH AND LOCATION OF PUBLIC SEWERS.MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLICWORKS. THE ISSUANCE OF:THIS PERMIT DOES NOT RELEASE THE APPLICANT.FROM THE CON DITIONS`OF ANY-APPI:ICABIE SUBDIVISION RESTRICTIONS.�r� MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTTTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 1 -4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH)., 5.INSULATION. 1 6.FINAL INSPECTION BEFORE OCCUPANCY. } FOR ELECTRICAL PLUMBING AND MECHANICAL INSTALLATIONS. t WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED \ WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. 5 •* 'ti PERMIT WILL BECOME NULL AND.VOID,IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CON rR-ACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). i14o " BUILDING INSPECTION APPROVALS PLUMBING,INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1'4 0 7 �7 02 / 1 �D t!!� 1 Off`r(r ✓ �l®, ltJ 2 � � 15fiici(g) yfzu jd-,f 2 I.FnL 2 �� Fie ;r�� -2)13h7 P 3 1 Heating I spection Approvals Engineering Dept cAf �� o7 pp � Fire Dept 2 Board of Health AA"A co The Town of Barnstable BAR ATg E. M ASS ` Department of Health Safety and Environmental Services 9 . f639' �0 pTED MP+A Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection r TAA L Location �S(o s . ma l I S4 Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. Theme followingg items need correctinng: t per co e_ T `V\C h.or 0_S` 4 -4oT�016f r vc� (-F, .i x r c S A C C l� �Gt,c�, �,� heec�e 0,�A-S,c�er ex C-sC-59 s _ �aw nnus �CGUf. -�yi„n-Cr- a1aZ �w, L�►�Y�th 2 t/ �� G Clan 1 \1 J '. a h 'a cc�-� C Q C7 ec L i` � 5� < J Ltl3`/ Please call: 508-862-40 for re-inspection. Inspected by o M'W Date 17b 310-7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION `A MapU�[� Pa*6el i, Application# Health Division - Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Q' 0 0 Planning Dept. - Permit Feeao DD Date Definitive Plan Approved bvlpfaming Board Historic-OKH v res ation/Hyannis Project Street Address Village ��-er w�[ (C— ► Owner „/�`IC�c floe_ V Address Telephone Permit, Request Ct+c?s�`-a / '; ' ►-=c9�ats.� w- Square feet: 1 st floor:existing .372)0 proposed 8� 2nd floor:existing proposed 61�0 Total new'16'60 Zoning District Flood Plain Groundwater Overlay Project Valuatio(# X70 00<::) Construction Type Lot Size _ l3 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family M/ Two Family ❑ Multi-Family(#units) Age of Existing Structure r� Historic House: ❑Yes MIN o On Old King's Highway: ❑Yes ❑No Basement Type: 0 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) A6NU Basement Unfinished Area(sq.ft) O�l Number of Baths: Full:existing U new Half:existing new � Number of Bedrooms: existing 4?r new //0 Total Room Count(not including baths):existing t® new _ First Floor Room Count Heat Type and Fuel: ❑Gas 8411 ❑Electric ❑Other Central Air: ❑Yes 6I No Fireplaces: Existing ® New Existing wood/coal stove: ❑Yes M o Detached garage:M existing ❑new size 1 Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size 0 Shed:❑existing ❑new size y Other: .--Zoning Board.of Appeals.Authorization. ❑:=.Appeal_# T Recorded O._._. Commercial ❑Yes ❑No If yes,site plan review# Current Use i Proposed Use BUIL ER INFORMATION Name /�� 6.v} Telephone Number (:5�- � -�Oo Addresses ��' +� <- �� License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY K. PERMIT NO. _ - ol r ti DATE ISSUED MAP/PARCEL NO. ADDRESK VILLAGE OWNER DATE OF INSPECTION: ct?) I O FOUNDATIONcl FRAME QZ-)4��/674fd-- (3�)`f W^ Nu � INSULATION bT �00k 0,14 Z.02LIn Afu rG 1 Nl3o e� b rs FIREPLACE (R' 6� r ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f �` 1/LG t+VI/s//w/s/rcaa��/• vJ i11 MYYM.+.-/.✓�--r ,. . . \ Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 - . www mas&gov/dia Workers' Compensation'Insurance Affidavit: Builders/Contractors/EIectrieians/Plumbers Applicant Information A Please Print Le 'bl Name (Business/organization/lndividual): Addressee 1 City/State/Zip: Phone#: 5 25 1 Are you an employer? Check the-appropriate box: Type of project(required): 1,❑ I am a employer with 4. ❑ I am a general contractor and I 6• ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor orpar'mer'- listed on.the attached sheet $ Remodeling s and have no employees These sub-contractors have 8: ❑ Demolition working for rile in any capacity. workers',comp,insurance. 9. ❑ Building addition [No workers' Comp.insurance { 5. ❑ We are a corporation and its officers have exercised their 16,❑ Electrical repairs-or additions required.] 3.9 I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs ox additions myself.[No workers' comp. - c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t , employees. [No workers' lie Other comp.insurance required.] *Any applicant that cheeks box#1 must also fill out the section below abowing their workers'compensation policy information ' t Homeowners wbo submit this affidavit indicating they are doing all work and then hire outside contractors must submit a mew affidavit indicating such. 1Contractm-s that check Ibis boa must attached an additional sheet showing the name of the sub-contractors and their workers'evmp,policy infozxnativn. 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/StatdZip: 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 $1,50Q.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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cetWfy under a ins a na rjury that the information provided above is true and correct Si afore: Date: �— 30 (3 Phone# <50V 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.CitytTowu Clerk 4.Electrical Inspector.5.Plumbing Inspector 6. Other Contact Ferson: 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 including the legal representatives of a deceased employer, or the of the foregoing engaged in a joint enterprise, and m g g ep emP Y receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the apartments and who resides there' occupant of the of a dwelling �p owner g house having not more than three apartm m, or 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 employmentbe deemed tobe 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 lee evidence of compliance with the Insurance coverage required.." applicant who has not produced acceptable vi p � 9 Additionally,MGL chapter 152;§25C(7)states Neither the commonwealth nor any of its political subdivisions shall eater into any contract for the performance ofpublic work until acceptable evidence of con,pliance with the insurance requir=ents 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 td 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 members or partners,are not required to carry workers' compensation insurance. If an I LC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Dep artment 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 Depariment 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 Tenter*heir 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 ih affidavit for you to fill out in the event the Office of Investigations has to contactyou 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 maybe provided to the applicant as proof that.a valid affidavit is on file for fixture permits or licenses. Anew 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 bum leaves etc.)said person is NOT required to complete this affidavit: The Office of Investigations would hlce 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 member: 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 www.mass,gov/ilia �FSHE rq� Town of Barnstable Regulatory Services * BARNS'fABLE, y 'MASS. Thomas F.Geiler,Director q.i6; �0 HIED 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 Permit no. Date (f,.-30-06 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. f/ Type of Work: � Few Estimated Cosh w &6 O Address of Work: _s/— Celi_,+e1-V Owner's Name: /�rd /lr� �7'Gd�Chi L Date of Application: ®��6 I hereby certify that: ' Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Signature Registration No. Date O s Signature Q:wpfiles.forms:homeaffidav Rev: 060606 �NE Town of Barnstable Tp�� „P Regulatory Services sAatvszn$ . ; Thomas F.Geiler,Director y MASS. � 059. Building Division �PTfD MP'l s 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: 6_30 JOB LOCATION: 1SG /-OWk number J��,�_ I] street tf`_ t village ..HOMEOWNER": J�'�•iwri'„"+ A eGA L AI, .J�_�7 G�� —r,2q y- name home phone# work phone# CURRENT MAE-NG ADDRESS: 54- GVy-Kik- -SJ- /`fic�t.Ft�_ 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 ill comply with said procedures and requirements. Z7 Signat6re of Homeown 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# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Proposed addition and renovation Report Date:06/27/06 Data filename:Z:\HRD Private\HRD\Projects\Luther-Allen\Luther,Allen.rck Energy Code: 20001ECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 156 South Main Street Allen Luther James Hagerty Centerville,MA Hagerty Residential(designer) • oo M %WOMMOM3.0 a - ,&�s. "��':_..,k w ,;>� � f..=� .a.,. `.m,•.�*;a.,•-,.. ,., aY-x .;as;.. ... ea =icy Ceiling 1:Flat Ceiling or Scissor Truss: 1060 30.0 0.0 37 Ceiling 2:Cathedral Ceiling(no attic): 250 30.0 0.0 9 Wall 1:Wood Frame,16"o.c.: 1984 13.0 0.0 136 Window 1:Wood Frame:Double Pane with Low-E: 208 0.330 69 Door 1:Solid: 20 0.064 1 Door 2:Glass: 99 0.350 35 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 1010 19.0 0.0 47 Boiler 1:Other(Except Gas-Fired Steam):83 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 20001ECC requirements in RES eck i 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Bui d r/ sig Company Name Da A' Proposed addition and renovation Page 1 of 4 r REScheck Software Version 3.7.3 Inspection Checklist Date:06/27/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?_Yes_No Comments: Doors: ❑ Door 1:Solid,U-factor:0.064 Comments: ❑ Door 2:Glass,U-factor:0.350 Comments: Floors: (j Floor 1:All-Wood JoistlTruss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):83 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Proposed addition and renovation Page 2 of 4 ❑ Ducts in unconditioned spaces must be insulated to R-5.Ducts outside the building must be insulated to R-6.5. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181 A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: Cl HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Proposed addition and renovation Page 3 of 4 r Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Rangeff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurefremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) M Proposed addition and renovation Page 4 of 4 BOISE, Single 11-7/8" BCI® 400-1.9 DF Joist1J01 BC CALCO 9.2 Design Report- US 1 span I No cantilevers 0/12 slope Monday, June 26, 2006 14:19 Build 141 16" OCS Repetitive Glued&nailed construction File Name: BC CALC Project Job Name: Luther Residence Description: First floor joist Address: 156 South main Street Specifier: City, State, Zip:centerville, MA Designer: James Hagerty Customer: Company: Hagerty Residential Code reports: ESR-1336 Misc: 18-00-00 60,.2-1/2" LL 480 Ibs B1, DL 120 Ibs IL 480bs l bs DL 120 Ibs Total Horizontal Product Length=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf. Area Left 00-00-00 18-00-00 40 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2619 ft-Ibs 82.4% 100% 1 1 Internal Completeness and accuracy of input must End Reaction 586 Ibs 61.7% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U413 (0.515") 58.1% 1 1 output as evidence of suitability for Live Load Defl. U517 (0.412") 92.9% 1 1 particular application.Output here based 0 on building code-accepted design Max Defl. 0.515" 51.5/0 1 1 properties and analysis methods. Span/Depth 17.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow : %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 1-1/2" 600 Ibs 37.6% n/a Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 2-1/2"x 1-1/2" 600 Ibs 37.6% n/a Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Notes ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets User specified (U480) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDM,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. • 4 Page 1 of 1 r BOISE, -Single 11-7/8" BCI® 400-1.9 DF Joist1J02 BC CALC@ 9.2 Design Report- US 1 span I No cantilevers 0/12 slope Monday, June 26, 2006 14:19 'Build 141 16"OCS Repetitive Glued &nailed construction File Name: Luther Job Name: Luther Residence Description: Second floor joists Address: 156 South main Street Specifier: City, State, Zip:centerville, MA Designer: James Hagerty Customer: Company: Hagerty Residential Code reports: ESR-1336 Misc: � ,..�� y u,,, era . e a m �� 18-06-00 BO,2-1/2" B1,2-1/2" LL 370 Ibs LL 370 Ibs DL 123 Ibs DL 123 Ibs Total Horizontal Product Length=18-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area Left 00-00-00 18-06-00 30 psf 10 psf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure' Pos. Moment 2215 ft-Ibs 69.7% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 482 Ibs 50.8% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U477 (0.458") 50.3% 1 1 output as evidence of suitability for Live Load Defl. U636 (0.344") 75.4% 1 1 particular application.Output here based Max Defl. 0.458" 45.8% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 18.4 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow' current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 1-1/2" 493 Ibs 31.0% n/a Spruce-Pine-Fir ask questions,please call (8 B1 Wall/Plate 2-1/2"x 1-1/2" 493 Ibs 31..0% n/a Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®,BC FRAMER@,AJSM,. Notes ALLJOIST@,BC RIM BOARD-,BCI@, BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets User specified (U480) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND TM,VERSA-STUD@ are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise Wood Products, L.L.C. 4 Page 1 of 1 BOISE, Double 1r3/4" x 11-7/8" VERSA-LAM(g) 2.0 2800 DF Floor Beam\F1301 BC CALC®9.2 Design Report- US 1 span No cantilevers 1 0/12 slope Monday, June 26, 2006 14:19 Build 141 File Name:,Luther Job Name: Luther Residence Description: 12' beam at rear of existing house wall Address: 156 South main Street Specifier: City, State, Zip: centerville, MA Designer: James Hagerty Customer: Company: Hagerty Residential Code reports: ESR-1040 Misc: P �T, v v� 12-00-00 \u BO, 1-3/4" B 1, 1-3/4" LL 360 Ibs LL 360 Ibs DL 184 Ibs DL 184 Ibs Total of Horizontal Design Spans=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf. Area Left 00-00-00 12-00-00 40 psf 10 psf 01-00-00 2 Gable end Unf. Area Left 00-00-00 12-00-00 20 psf 10 psf 01-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1632 ft-Ibs 8.5% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 448 Ibs 5.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U3325(0.043") 7.2% 1 1 output as evidence of suitability for Live Load Defl. U5025.(0.029") 7.2% 1 1 particular application.Output here based Max Defl. 0.043" 4.3% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 12.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. -. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARDT"' BCI®, Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing + BOISE GLULAMT"" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing r PLUS®,VERSA-RIM®, VERSA-STRANDTM,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d L.L.C. a • �• c a minimum=2" c= 7-7/8" b minimum= 3" d= 12" - Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 I BOISE, Triple 1-3/4" x 11-7/8" VERSA=LAM® 2.0-2800 DF_ Floor Beam\F1303 BC CALCO 9.2 Design Report- US 1 span No cantilevers 1 0/12 slope, Monday, June 26, 2006 14:19 Build 141 File Name: Luther Job Name: Luther Residence Description: 13'-6" Beam at outside wall Address: 156 South main Street Specifier: City, State, Zip: centerville, MA Designer: James Hagerty Customer: Company: Hagerty Residential Code reports: ESR-1040 Misc: a- " AL Raw13-06-00 BO, 1-3/4" B1, 1-3/4" LL 2768 Ibs LL 2768 Ibs DL 3117 Ibs DL 2196 Ibs SL 2533 Ibs SL 1067 Ibs Total of Horizontal Design Spans=13-06-00 ' Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 13-06-00 30 psf 10 psf 04-06-00 2 Load from ridge Conc. Pt. Left 04-00-00 04-00-00 2261 Ibs3600 Ibs n/a 3 Unf. Area Left 00-00-00 13-06-00 - 25 psf 15 psf 11-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 28582 ft-Ibs 86.2% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 7742 Ibs - 56.8% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U268 (0.604") 89.5% 2 1 output as evidence of suitability for Live Load Defl. U425 (0.381") 84.6% 2 1 particular application.Output here based Max Defl. 0.604" 60.4% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 13.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 2-1/8". BC CALCO,BC FRAMER®,AJSM Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARD-,BCIO, Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE ,VE TM SIMPLE FRAMING SYSTEMORSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND TM,VERSA-STUDO are Connection Diagram trademarks of Boise Wood Products, b —d— L.L.C. a ' o o - c e o 0 0 a minimum =2" c= 7-7/8" b minimum= 3" d= 12" e minimum= 3" Connection design assumes point load is'top-loaded'..For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 BOISE' Doable 1-3/4" x 11-7/8" VERSA-LAM® 2.0 2800 DF Floor BeamT1302 BC CALCO 9.2 Design Report- US 1 span No cantilevers 1 0/12 slope Monday, June 26, 2006 14:19 Build 141 File Name: Luther Job Name: Luther Residence Description: 13'-6" Beam in place of center wall Address: 156 South main Street Specifier: City, State, Zip: centerville, MA Designer: James Hagerty Customer: Company: Hagerty Residential Code reports: ESR-1040 Misc: Illlllllllll � lllllllil- lll - �I 13-06-00 BO, 1-3/4" B1, 1-3/4" LL 2228 Ibs LL 2228 Ibs DL 1702 Ibs DL 1188 Ibs SL 1759 Ibs SL 741 Ibs Total of Horizontal Design Spans=13-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 13-06-00 30 psf 10 psf 11-00-00 2 Load from ridge Conc. Pt. Left 04-00-00 04-00-00 1261 Ibs2500 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 19167 ft-Ibs 86.7% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 5210 Ibs 57.4% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U264 (0.614") %91:0 1 2 1 output as evidence of suitability for Live Load Defl. U376 (0.431") 915 08 2 1 particular application.Output here based Max Defl. 0.614" 61.4% 2 1 on building code-accepted design properties and analysis methods. . Span/Depth 13.6 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U building codes.To obtain Installation Guide240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 2-1/8 BC CALCO,BC FRAMER@,AJSTM Minimum bearing length for B1 is 1-5/8". ALLJOISTO,BC RIM BOARD TM BC10, Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE TM SIMPLE FRAMING SYSTEM@,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM@, VERSA-STRAND TM,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d— L.L.C. a c a minimum=2" c= 7-7/8" b minimum= 3" d= 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails I Page 1 of 1 BOISE" Double 1-3/4" x 14" VERSA-LAM® 2.0 2800 DF Roof.Beam\R1301 BC CALCS 9.2 Design Report- US 1 span No cantilevers 1 0/12 slope Monday, June 26, 2006 14:19 Build 141 w File Name: Luther Job Name: Luther Residence Description: Ridge Beam Address: 156 South main Street Specifier: City, State, Zip:centerville, MA Designer: James Hagerty Customer: Company: Hagerty Residential Code reports: ESR-1040 Misc: - 12 + a 1 B011- s 16-00-00 BO, 1-3/4" B1, 1-3/4" DL 2261 Ibs DL 2261 Ibs SL 3600 Ibs SL 3600 Ibs - s Total of Horizontal Design Spans=16-00-00 - Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib._ 1 Standard Load Unf. Area Left 00-00-00 16-00-00 15 psf 25 psf 18-00-00 Controls Summary Value %Allowable Duration Load Case Span Location DISCIOSure Pos. Moment 23443 ft-Ibs 77.7% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 4953 Ibs 46.3% 115% 3 1 - Left be verified by anyone who would rely on Total Load Defl. L/284(0.675") 63.3% - 3 1 output as evidence of suitability for Live Load Defl. U463 (0.415") 51.8% 3 11 particular application.Output here based'- Max Defl. 0.675" 67.5% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 13.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes = current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (U180)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U240) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. . Minimum bearing length for BO is 2-1/4". BC CALC®,BC FRAMERS,AJSTM, Minimum bearing length for B1 is 2-1/4". ALLJOISTS,BC RIM BOARD- BCIS, Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIMS, Member Slope= 0, consider drainage. VERSA-STRAND TM,VERSA-STUDS are trademarks of.Boise Wood Products, Connection Diagram L.L.C. t b f- d— a c a a minimum =2" c=5" b minimum= 3" d= 12" Member has no side loads. " Connectors are: 16d Sinker Nails „ , t Page 1 of 1 BOISE, Double.1-3/4" x 9-1/2" VERSA-LAM(R) 2.0 2800 DF Floor BeamT1304 BC CALCO 9.2 Design Report- US 1 span No cantilevers 1 0/12 slope Monday, June 26, 2006 14:19 Build 141 + File Name: Luther Job Name: Luther Residence Description: Second floor window header under ridge Address: 156 South main Street Specifier: City, State, Zip:centerville, MA Designer: James Hagerty Customer: Company: Hagerty Residential Code reports: ESR-1040 Misc: 1 Fw ';%/ ti 05-00-00 BO, 1-3/4" B1, 1-3/4" LL 100 Ibs LL 100 Ibs DL 1177 Ibs DL 1177 Ibs SL 1800 Ibs SL 1800 Ibs 4 Total of Horizontal Design Spans=05-00-00 Load Summary Live Dead Snow Wind -Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area Left 00-00-00 05-00-00 40 psf 10 psf 01-00-00 2 Load from ridge Conc. Pt. Left 02-06-00 02-06-00 2261 Ibs3600 Ibs n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 7490 ft-Ibs 51.7% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 3026 Ibs 41.7% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U1103 (0.054") 21.8% 2 1 output as evidence of suitability for Live Load Defl. U1790(0.034") 20.1% 2 1 particular application.Output here based Max Defl, 0.054" 5.4% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 6.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (U240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALCO,BC FRAMER@,AJS-, Minimum bearing length for B1 is 1-1/2". ALLJOISTO,BC RIM BOARD- BCIO, Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + BOISE ,VE S SIMPLE FRAMING SYSTEM@RSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS@,VERSA-RIM@,' VERSA-STRAND-,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d L.L.C. a k C1 - a minimum =2" c=5-1/2" b minimum =3" d = 12" ` Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not.considered in side load analysis. Connectors are:16d Sinker Nails Page 1 of 1 dLE MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net February 20,2007 Town of Barnstable Building Department 200 Main St. Hyannis,MA 02601 Attention: Mr.Thomas Perry/Jeffrey Lauzon VIA FAX: 508-790-6230 - Building Commissioner/hispector RE: Proposed Residence Modifications 156 South Main St.,Centerville,MA Allen Luther,Builder Dear Mr.Perry, i Please be advised that the superstructure design for the above captioned project,as designed by others,was observed February 19,2007. Roof System of the 25'long street left side: The existing roof system is stable by truss action,with 2"x2-3/4" rafters at 2'o/c and variable sized ceiling joists. The builder added''/2"x 9"plywood ties to reinforce the rafter top joint to remain closed at the existing lx5 ridge plate. Note that the existing lumber sizing is pre-existing nonconforming,which is acceptable due to the cost of construction not exceeding 50%of the value of the building. Note that posts that extend from the roof through bearing walls to the foundation were designed by others,and allow center wall be a bearing wall for the ceiling joists. Should you have any question on the above,please call. S' rely, Michele Cudilo,P.E. /2007-23 OH OF�� Say cc: A.Luther s�° MICHELE °yG o CUdILO N0. 34774 STRUCTUR,4L v 9�GISTFP '' S; `ON:L FAY L The Town of Barnstable BA LE.MASS. ' Department of Health Safety and Environmental Services MASS. g. i639. `0 prFO MA'S a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Fra m A , Location 15(0 5, MG S+- Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: f et. 0c k1,4 o s-4Irs G.0 i' OO r J L r i 0 C !�. A U A r p o -N l/� "' f-4 5 r r��.ti� 0 4-er C,t J <p�x-1 r9 UJD nc,r' T �Y\� foUr' 601 � V F,, Kt ov,.S I A Li S V SU oA r QOS�S �ar�1M�i 2AJ �/Uri �if�✓t / r f V 1J yam% Please call: 508-862-40-38-for re-inspection. ` Inspected by 11 .Yn ff Date 02!20J2007 17:20 5087717163 MCUDILO PE PAGE 01 ") 1' [ALE FE B 2 0 PM 4: Li I MICHELE +CUDILO, P.E. Consulting Structural [aE,ig`iine��r 12.1 Cottonwood Lane•Centerville,Massachusetts 02612.1979•(508)771.7601 •Fax(508)771=163 mcudilo@wracast.net F'ebmary 20,2001 Town of Barnstable Building Department 204 Main St. Hyannis_MA, 02601 Attention: Mr.Thomas Perry/Jeffrey Lauzon VIA FkV 508-790-6230 Building Commissioner/Inspector RE: Propertied Residence Modifications 156 South Main St,Centerville,MA Allen]Luther,Builder Dear'.W Perry, Please be advised that the suoerstruclutr desi.go for the above captioned project,as desigt.►.ed by others,was observed February 19, 2007. Roof System of the 25' long street left side: The existing roof system is s[abie by truss action,with 2"x2.3/4" rafters at 2'Oc and variable sized ceiling joists. The builder added!a"x 9"plywood ties to reinforce the rafter top joint to remain closed at the exis6og lx5 ridge plate. Note that the existing lunber sizing is pre-existing nonconforming,which is acceptable due to the cost of eonMcllon not exceeding 50%of the value of this building. Note that posts that extend from the roof though bearing walls to the foundation were desiped by other,,, and allow center wall be a bearing wall for the ceiling joists. Should you have any question on the above,please call. S rely, W ` Michele Cudilo,P.E. /2007.23 cc: A,Luther � �PIGkEt.ti c t N0.34774 141,,- srFVucrukAL '1/ GISTESC)/ L� ®t< A.M. 208 A.M. 208 PAR. 85-9 PAR. 89-1 ' I �6.6S N N Onl U CU C: A.M. 208 ;U Z PAR. 86 n M m AREA=17,740t S.F. N co rn N v 01 � 0 Z 25.0' JG� n NEW FOUNDATION 5.0'OD W ........... I N ........... 6.2' ........... EW FOUNDATION A.M. 208 ..,....,... � HOUSE >> Al PAR. 85-8 #156:5:: 6� �� 16.05 ........... a: 0 26.3' II 23.3' `� --- -- -- - 87.6 -- - ---- - GUTTERLINE SOUTH MAIN STREET PREPARED FOR: NOTE: LOT LINE INFORMATION SHOWN WAS COMPILED FROM ABUTTING RECORDED PLANS. ITS 'RECOMMENDED THAT A PLAN SUITABLE FOR ALLEN & STEPHANIE LUTHER RECORDING AT THE REGISTRY OF DEEDS BE PREPARED. FOUNDATION (AS-BUILT) CERTIFICATION #156 SOUTH MAIN ST., CENTERVILLE, MA SEPT. 8, 2006 J# 1048FC SCALE: 1"=30' PLAN REF: SEE ABOVE DEED:1029 161 AAA`�H or n��ss ASSESSORS MAP 208 PARCEL 86 gip► '�. MacDougall Surveying ► P � ZONING: "RC-2" 20-10-10 FLOOD ZONE: "C" : �� c�T=.a q°ti,v & Associates g rSTE?HENJ 9 P.O. Box 2428 I CERTIFY THAT THE FOUNDATION ON THIS PLAN .4 J. N s Mash pee, Mo. 02649 EXISTS ON THE GROUND AS SHOWN. 4 DOYLE ► p A #37559 z X ph. (508)419-1086 R �e email: (macd 8ougalls0urvey PROFESSIONAL LAD SURVEYOR DATE ► Ocomcast.net THE TOWN OF BARNSTABLE TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: � ��'�� =�� Name of Builder --��- ��—.m�� 577 --------Add,e» —..........'..................—......—.....................................'' | Name of Architect ----------------------Ad6res ---------------------------- � Number of Rooms ..................................................................Foundation -------------------------- Ex/erio, ----------------------------Roofng -----------.---------------.— F|000 ----------------------------.]ntericv ---------------.------------. Heating ---------------------.-----.F1om6ing ---------------------_-----. Fireplace ---------------------------.ApproximoteCoo —.---.-------._~—_,___,~_ Definitive Plan Approved 6v Planning Board lQ--------. Area ........................................ Diagram of Lot and Building with Dimensions Fee ______________' SUBJECT TO APPROVAL OF BOARD Of HEALTH � � � � | ' ` | hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. .'_.��'�_eZ——.-- —_.-~-------- --------.~ �^ | . . Kurra, Mary I J 4 No ..169d7.... Permit for .......demolish bar P '. '. (....st before entrance...................... Location,.........South Main Street ju to Catholic Church) ................................................ 1 Owner Mary Kurra ' frame T e of Construction ...................... ...................................................... f 1 e' Plot ................... ........ Lot ................................ 1 � M 7 March ',Permit Granted ...... h 22..........:.....19 i Date of Inspection �,� :7........ 19 1 If L 7 Date Completed 41 19 ' PERMIT REFUSED ....................................... ..................... 19 ........................................ ................ .............. ............................:.......... .............................. . ........................................................................ . .. Yf .................................................................. ......... . .fir 40 Approved ................................................ ]9 ..........................................................................�.. ,r .................... ................................................... !� f Yj evv SS:v �OFTHE�qy� Town of Barnstable Barnstable Historical Commission sAxxsrAs>.E, ; 200 Main Street, Hyannis, Massachusetts 02601 9 MASS. (508) 862-4786 Fax(508) 862-4725 �A 1639• ♦0 www.town.barnstable.ma.us rFD MA'S A June 28, 2006 Allen and Stephany Luther 50 Granite Street Medfield MA Tom Perry, Building Commissioner Re: Proposed alterations;building more than 75 years old 156 South Main Street, Centerville Dear Mr and Mrs Luther Thank you for participating in the advisory review of your plans for 156 Main St. We are delighted to see this house being preserved. The Commission found the plans of the addition to be appropriate. We recommend that given the style of house which was built in 1891, shingles at the corners be woven without corner boards this beingthe traditional tra o al style of this period house. It was also recommended that there be a break in the roof, rake board configuration. The same style of shingle detail including saw tooth design should also be retained Thank you for the opportunity to comment. It is encouraging to see an appropriately designed addition to this very special property. Sincerely Nancy"Clark, Chairman II. .. - gas I �� .�.1■■■n■.. \:■■1 NINE NMI INNOU.. \. I�.I■\■11■1■■■11■1■■■11■1■., i■11■t■■■11■1■■■It■1■■■11.' II\■■1■It■■■1l11■■■1■11■■■1■.- .I■1■I/...Illli..t.1t...1.11..- In■■1■/nHl■n■■nnn■xnnp, ouumuummnumn■■mu. ■IOI■n/■■1■i■InI■\i1n1■ntnlH■t., A-MILIH■Inl■■■n■/Hnnl■■■1■■1\. III■■■III■■■1■'i■■n■In■1■I■■ I501, n■t■. 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' I1nHln■n■nn■HI■I■■1 ,� 1■In■■1■l■■■■1O■■■■11 „ I■■■1■Ixl■il■1■■■■1■I■■■■1i■ _ 1■tH■1■■t!i\I■n■■■1■■n 11■itH■n■t■■■1■■1■■■1 1■nlnll■■IIIn1■■■IntH■10 71■1\i\x■1Onl■/■■■i1■ 1in■n■nl■Innl■tnl ■1■■\■Il1U:■nl■ni■il■1■l■t ■■HIH■NON.■■tl/1■■■11 ■■■11■1■■■11■1■■■11■n IIlsomisI■1■■■11■1■■■11■IHI - '� u■H■unnol■nnnn umnntnuol■un, �� nnHunruutununm/ un■xnumnnnnlUl L,I nunxxnnunn■u ICJ Il■xnninuni■■nuuxxl OI■■■In1■■x■■1!■n■n■ 1�-�-II uuuulnllntmtmc ununu■wulHm■unul run■uunnxnnin■ nnmmunnnnnrn..■../■lmmnclnl■uunnnn ■■nxHnnuunnnnl_:_ =H■nnonmonw■nutimntnH■ut■u■■u■t■■■nnnl . n■nun■uu■1■uummHt■iuHUHHtnn■■un■■■ummnnm■n■nunuxnntm -- -- .. .._ Ini■unuHuumnn■■■��m�nmunuxnn■■nu■Hnnununldunuxxuoun tmmnt■■nnm xnl■nlnuunnutnnunulHxnt■inuunnnuunnt■nnnuxn in■1■■■x■1■\nununlmuruw■xnuuuumlmnn■nnn■I■lnnn■Iuunuumnn -_..... ■n■unnn■nnnl i r r. PREPARED FOR : _ c THELUTHER FAMILY SMOKE DETECTORS REVIEWED PROPOSED ADDITION/RENOVATION �56 SOUTH MAIN STREET 13�0� CENTERVILLE, MA R B UILD G DEPT. DATE 156 SOUTH. MAIN STREET FIRE DEPARTMENT DATE IN BOTH SIGNATURES ARE REQUIRED FOR PERMITTING PREPARED BY : J. HA G ' E RT Y CENTERVILLE MASSACHUSETTS ■ RE S IDE NrF IAL DE S IGN ■ 20 COMMERCIAL DRIVE CARBON MONOXIDE ALARMS WRENTHAM, MA MUST BE INSTALLED PER 508- 384- 1915 MASSACHUSETTS BUILDING CODE ABBREVIATIONS NOTES: LIST OF DRAWINGS 1. NO WORK SHALL COMMENCE UNTIL A BUILDING PERMIT HAS BEEN OBTAINED. COVER SHEET A I 2. ALL WORK SHALL BE IN ACCORDANCE WITH STATE OF MA.CODES,RULES AND ACT ACOUSTIC CEILING TILE INCL INCLUDE REGULATIONS. ADJ ADJUSTABLE M 3. DRAWINGS ARE NOT TO BE SCALED.ALL WORK SHALL BE LAID OUT BY GENERAL NOTES AFF ABOVE FINISH FLOOR DIMENSIONS.ANY DEVIATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE GN1 GENERAL NOTES - ALT ALTERNATE MAT MATERIAL DESIGNER IMMEDIATELY.ALL DEVIATIONS SHALL BE CORRECTED BY CONTRACTOR 0 MIN MINIMUM BEFORE HE BEGINS HIS PORTION OF THE WORK. MOLD MOLDING 4. DRAWINGS ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE COPIED ARCHITECTURAL DRAWINGS CLG CEILING MTD MOUNTED - OR DUPLICATED IN ANY MANNER. CLST CLOSET 0 5. CONSTRUCTION SHALL BE PERFORMED IN SUCH A MANNER AS TO PROTECT Al EXISTING CONDITIONS CLR CLEAR - WORKMEN AND GENERAL PUBLIC FROM INJURY&ADJACENT PROPERTY FROM DAMAGE. A2 PROPOSED FLOOR PLANS 'CONC CONCRETE OC ON CENTER - OT CERAMIC TILE - P CODE INFORMATION A3 PROPOSED_ELEVATIONS D _ PLAS PLASTER BUILDING CODE:MASSACHUSETTS CODE - DET DETAIL PNL PANEL BUILDING CODE:780 CMR 6TH ED _ _ STRUCTURAL DRAWINGS DIA DIAMETER - PNT PAINTED USE GROUP:R4-SINGLE FAMILY DWELLING - DWG. DRAWING PR PAIR CONSTRUCTION TYPE:TYPE 5B UN-PROTECTED Sl FOUNDATION PLAN AND DETAILS E _ R BUILDING AREA: ELEV ELEVATION REF REFERENCE PROPOSED ADDITION S2 FLOOR FRAMING PLANS EO EQUAL REO'D REQUIRED - FIRST FLOOR m 450mSO.FT. S3 CEILING&ROOF FRAMING PLANS EXIST EXISTING - SECOND FLOOR m 300±SO.FT. S TOTAL ADDITION= 750mSO.FT. S4 BUILDING SECTIONS F SH SHEET S5 BUILDING SECTION FAB FABRIC WALLCOVERING AS PER MASSACHUSETTS STATE BUILDING CODE 780 CMR FIN FINISH - - T - DESIGN LIVE LOADS AS PER TABLE 1606.1 FLR FLOOR TYP TYPICAL RESIDENTIAL ATTICS-20#PSF ONE AND TWO FAMILY DWELLINGS - IMPORTANT — UPGRADE REQUIRED G V (AREAS OTHER THAN SLEEPING ROOMS)-40#PSF GYP GYPSUM WALLBOARD VIN VINYL SLEEPING ROOMS-30#PSF STATE BLILL.DW COOS REQUIRES THE UP.GRADW CF F W DECKS,BALCONIES,ETC.-60#PSF - SMM WMCTON FOR THE ENTIRE DWEW(V�Qnei CREAM. ONE — -- - -- MINIMUM ROOF LIVE LOADS AS PER TABLE 1809.3 OR MORE SLEEPWG AREAS ARE ADDED OR CREA . H HIGH W/ WITH RISE 4'TO 12'PER FOOT HDWR HARDWARE TRIBUTARY AREA OF 0-200 SF-16#PSF HGT HEIGHT FLAT OR RISE TO 4'PER FOOT -NOTE: A SEPNWE PERMIT IS_REQUIRED FOR THE TRIBUTARY AREA OF 0-200 SF-20#PSF INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL SNOW LOADS PERMIT DOESNOI sATisF`r THIS REQUIRrrMENT, GRAPHIC SYMBOLS SNOW LOAD ZONE AS PER TABLE 1810.1 B SNOW LOAD ZONE#1 -25#PSF WIND LOADS ---------- WALLS FOR WIND LOAD ZONE AS PER FIGURE 1611.10 SUBMISSIONS 1 PROPOSED WALLS - WIND LOAD ZONE#3 ' ---------- DEMOLITION REFERENCE WIND VELOCITY AS PER TABLE 1611.3-90 MPH 26 JUNE 2006 ISSUED FOR BUILDING PERMIT AND CONSTRUCTION .. EXISTING EXPOSURE AS PER 1611.2-EXPOSURE C FOUNDATION WALL REFERENCE WIND PRESSURE AS PER TABLE 1811.4 0-50 ABOVE GRADE,ZONE3,EXPOSURE C-21#PSF } • nHagerty �- RHSIDHNTIAL • • ao I,•.O 11"'RI oIM eoe-a•+-lore - Q - 0 Z J 0 GENERAL NOTE-S w Q Wa GENERAL CONSTRUCTION NOTES GENERAL STAIRWAY NOTES GENERAL FRA,-IiNG NOTES GENERAL ELECTRICAL NOTES Q N LOCATION >EPLEGTION I,ELECTRICAL GONTRAGTOR TO BE RESPONSIBLE FOR ADHERING TO ALL z 1.ALL DIMEN910NS PRE INE OP INTERI FROM D-1- PAGE O BX-aff I.POINTS ABO SHALL NOT BE LE99 THAN 96"IN CLEAR THE AT ALL �`a �'D LO �l WALLS TO THE CENTERLINE OP INTERIOR STUD WALL JNL@99 OTHERV'19E NOTED. p01NT9 4MpV@ THE PERMITTED HANDRAIL M.E16HT AND THE FIRST FLOOR s0 LD 10 LB L/900 GODE9 AND SAFETY REOJIR@MCNT9. L STUD WALLS NOT DIMENSIONED ARE TTPIGALLY 2 X 4(5 I/2"). PERMITTED HEADROOM HE-T.THE MINIMUM WIDTH AT OR BELOW Be. NO FLOOR(5LEEPIN*AREA/ 50 LB 10 LB L/960 TT1G(.TOR a) -O LB IO LB L/24O 2,GENERAL AND ELECTRICAL CONTRACTCR TO REVICW THE FLAWS)AND III Q 2..WINDOWS APPEARINb ON THE FLOOR PLANS AND EXTERIOR THE HANDRAIL Hel*HT SHALL NOT Be LESS THAN 93"WHERE A HANDRAIL ROOF(ZONE U 35 LIS 10 LB L/900 WALK THROUSH THE JOB TO VERIFY THAT THE DESIGN INTENT 19 W C ELEV.4TIONB ARE TO BE CONFIRMED THROUbN WINDOW 9GHCDVLE. 19 INSTALLED ON ONE SIDE AND 26"WHERE HANDRAILS ARE PROVIDED DECKS 60 LB IO LM L/V60 MAINTAJNED. (� ON BOTH II OM O T w 9.THE NINDOW RO'JOH OPENING HEAD HEIGHT AT THE FIRST FLOOR 3.THE MINI NUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT 9.SAS,OR ELECTRICAL SERVICE TO Be PROVIDED AS R@CVIQED FOR ALL � rLl IS 15"BELOW THE TOP PLATE UNLESS NOTED OTHERWISE.THE BE LESS THAN 6--b-McASURMO VERhGALL�'PROM THE SLOPED PLANE APPLIANCE5 AND EOUIPMENT SUCH AS REFRIGERATOR,DISH WASHER, AI NOON RD-OPENING HEAD HEIGHT AT THE 5EGONO FLOOR 19 I.ALL FRAMING MATERIAL TO Be MINIMUM-2 OR BETTER KD LUMBER DISPOSAL.HVAG EGOIPMENT,ALARM PANEL,LAWN SPRINKLER SYSTEM, _ ADJOINING THE TREAD NOSING OR THE NOSING FROM THE FLOOR BI:RPAG@ 19"BELOW THE TOP PLATE UNLESS NOTED OTHERWISE. OF THE LANDING OR PLATFORM. 2.ALL'NOOD PRAMIN6 IN CONTACT WITH CONCRETE OR MASONRY TO BE ETG OUTLET TO BE PROV1pCD ABOVE THE RANGE POR M1GROwaVE OR D � Z _ PRESSURE TR^_ATED. HOOD VENT IP FINAL KITGHEN LAYOUT RCOUIRCs. (fVV//71 U 4.bENERAL CONTRACTOR TO REVEN ALL BUILT IN REOUiREMENTS S. HE MAx MUM RISER HEIGHT SHALL BE H-1/4'AND THE MINIMUM TREAD- - - WITH THE OWNER INGLUOIN6 SHELVING,CLOSETS,PANTRY,ETC.. DEPTH SHALL BE R".TREAD NOSING SHALL NOT EXTEND MORE THAN 4.ALL OUTLETS PLACED NEAR ANY WATER CONDITION TO BE G.P.I.TYPE. 1-1/2"BEYOND THE PAGE OF THE RISER BELOW. S.PROVIDE CTION C FLOOR.:GIST UNDER ALL WALLS WHICH RUN PARALLEL (I/^� TO THE DIRECTION WHIGN THE J019T SPAN. Q W 5.ALL RECU'IRCMENT9 FOR SECURITY 5YSTEM5,'GENTRAL VACUUM, 4.OPEN SIDES OF STAIRS Wi-A TOTAL R19E OF MORE THAN 50"ABOVE 5.SWITCHES AND OUTLETS TO BE COORDINATED WITH OWNER. W .A AND ANY AUDIO,GOMFUTER OR GABLE TELEVISION 9Y9TEM.9 TO THE PLOGR/GRADE SHALL HAVE GUARDRAILS,AHIGH SHALL AL50 SERVE 4.PROVIDE DI-X 5"GROSS BRIDGING AT THE'MIDSPAN OF ALL FLOOR J019T. W Y, BE GOORDINATED NITH OWNER. AS,HANDRAILS,NOT LESS THAN 96"IN HEIGHT. _ 6.PROVIDE 3 EXTERIOR WATERPROOF OUTLETS. 5.FLOOR G O BE APr-GM OVER TONGUE AND bLUE A SORMA IF FINISHED 0 2 6.De916NCR 19 NOT RESPONSIBLE AND HAS NOT MADE ANY REPRE9@NTATION D.REQUIRED GUARDRAILS ON OPEN SIDES OF STAIRWAYS,BALCONIES, MATERIAL TO BE APPL1Ep O`/@0.905FL000..bLUE AND SCREW PLYWOOD T.ALL PHONE OUTLETS,GOMpUTER OUTLETS,GABLE TV OUTLETS.AND � i OP,THAT THE PROPOSED ADDITION IS COMPLIANT WITH THE TOWN OP PORGHeS,DEGK9 AND RAISED FLOOR AREAS.SHALL HAVE BALUSTERS, DECKING TO FLOOR JOIST. ELECTRONIC DEVICE OUTLCT9 LOCATIONS TO BE VERIFIED BY OWNER. A BAR STABLE ZONING BY-LAWS OR BOARD OF HEALTH R-ATION9. WHIGH PREVENT THE PA95A.E OF AN OBJECT 5"OR MORE IN DIAMETER. 0 ALL PERMITS AND VARIANCES.IF NEGB"ARY,19 THE REBPONSI0ILITY b.ALL STUD FRAMED WALLS TO BE FRAMED AT 16"O.G.MAXIMUM 6 DIM . . MEIQ9 TO BE 51ZEO FOR THE APPROPRIATE LOAD OF THE FIXTURES OF THE OWNER OR THE 6@NERAL CONTRACTOR PRIOR TO START AND LAMPS SELECTED. l OF GONSTRLI.TION. T.ALL ANGLED WALLS ARE TO BE FRAMED AT 45 DEGQEE9 UNLE99 OTHERWl9@ NOTED. - P.VERIFY TRIM SIZE FOR ALL DOORS AND WINDOWS PRIOR TO LOCATING IL GENERAL FOUNDATION NOTES GENERAL INSULATION NOTES 5WITGHE5.ALL LOO-ON5 SHOULD BE CLOSE TO TRIM AND ALIGNED WITH 6.HEADER SIZE AT SECOND FLOOR TO BE(2)2NI0'9 NITH 1/2" ONE ANOTHER IF THERE ARE MULTIPLE. - DATE: 1.ALL GONGRCTE AORK SHALL CONFORM WITH THE LATEST RCOVIREMENTS 1,PROVIDE R-19 GATT INSULATION IN 2%4 WALLS, AND MINIMJM R-SO MATT SPACER UNLE99 OTHe-15E NOTED. OF THE AMERICAN CONCRETE INSTITUTE(AGO. INSULATION IN ALL CEILINGS exPOMEO TO EXTERNAL CONDITIONS.ALLOW 10.BLOCK AND PREWIRE SEPARATE 5WITGHES TO EACH L16HT AND GEILINb. 2JUNE Q00! 2.TH@ MINIMUM COMPRESSIVE STRENOTH OP CONCRETE AT THE END OF 26 1/2"MINIMUM AIRSPACE BETWEEN 5HGATHING AND INSULATION.INSTALL ALL HEADERS TO BE PRE@ FROM ALL SPLITS AND CHECKS. REVISIONS DAYS SHALL BE AS,FOLLONB, INSULATION NITH VAPOR BARRIER TO WARM BIDE. _ a L IF EXTERIOR 9EGV IRE 5KT HI IS-STDESI ALL BY OWNER THE TYPE. ALL CONCRETE PLAT WORK EXPOSED TO WEATHER•5500 P.9,I. IO.PROVIDE PULL SOLID BCARI\G GR STUD BEARING UNDER ALL BEAM LOCATION.AND REOUI0.Ep SWITCHING MUST ALL BE VERIFIED'NITH THEM. • BY OAT@ O6BORIPTION ALL OTHER CONCRETE•3000 P.B.I. 2.PL000.9 OVER LOCATED TIGNHE SPACE A HAVE 50 1SULATED. - BEARING POINTS. 9.HVAG DUGT9 LOGATEp IN UNHEATED 9PPGE9 TO BE INSULATED. 12.IF AN ALARM 19 DESIRED A----OP THE Re0U1REMENT9 MUST BE S.ALL SLABS TO BE PLACED ON WELL COMPACTED*RAVEL. It,ALL BEAM AND JOIST INTERSECTIONS TO BE PLUSH PRAN.ED NITH COORDINATED NITH THE OWNER. a,PROVIDE A /3"EXPANSION JOINT MATERIAL ME-EEN ALL CONCRETE - GALVANIZED J019T.A-ERS AND INSTALLED PER N.NF,SPEC9. 19 PROVi>E HARDWIRC SMOKE DETEGTOR5,WITH BATTERY BACKUP.AS, BLABS ON ABUTTING CONCRETE OR MASONRY WALLS OGGJRRINO IN \ / /� EXTERIOR OR UNHEATED AREAS. GENERAL ELE`/A I 1 ON N.0 7 ; S 12,ALL SEAMS TO HAVE TRIPLE STUD BEAR-UNDER @AGH END. I SMCI a IN TH@ IMMEDIATE EID NITY GP BEDROOMS,IN ALL BEDROOMS,AND - I SMOKE pETEGTOR 19 REQUIRED PER 1300 90.FT.OF SPACE(INCLUDING 5.PROVIDE DEEP SCORE CONTROL JOINTS AT MID POINTS OF ALL 1.ICE 6 WATER SHIELD TO BE INSTALLED CORRECTLY AT ALL CONNECTIONS BASEMENT). ANT SMOKe DETECTOR LOCATED WITHIN 20 FEET OF A KITCHEN Be,^eEN ROOFS,WALLS,CHIMNEYS PROJECTIONS AND PENETRATIONS FL UNLE99 OTHH STEEL NOTED PROVIDE 5/ A IA PLATE OL-TM B TO THE TOP 9'�AB9.BOTH DIRECTIONS. 'NO UNDER FIRST 2 GOURSE9 OF ROOF SHIN-I!AROUND PERIMETER OF ROOF. AT 2.b OF ALL STEEL BEAMS WITH 3i 0"D:AN.ETR BOLTS STASbERE> OR WITHIN LE FEET TT E BATHROOM GONTAI ELT H LL A 9FY TH SHALL B AT 2q"O.G. A PHOTO ELECTRIC TYPO SMOKE DETECTOR BUT SHALL SATISFY THE - 2,AD@O)ATe A-C VENTILATION AND ROOF VENTS ARE TO Be PRO`/IDeD COMPATIBILITY REOVIREMENT9 OF 160 GMR 5605.16,2. GENERAL - OOR PLAN NOTES AB SHONN ON PLAN., 14.UNLESS OTHERw15E NOTED,PROVIDE DOUBLE HEADER-1019T AND 4,PANEL BOX TO BE 91 ZEp TO AGGOMMODAT6 ALL GALG'JLATCO LOADS AND TRIMMERS AT ALL FLOOR OPENINGS. 1.00 NOT SGALe DRANIN69.FOLLOW D-1->I.M.eN910.N3 ONLY.IF 3.ALL PL'JYBIN3 AND r:EGHANIGAI`/ENT9 TO ME LOCATED GL05E PROVIDE PGR A KNI-M OF EIbHT 5PARES. >v,BN910N 9 NOT GALLED OUT-VERIFY DIMENSION-' DCSISYER. I -HeR WITH-N-HE ATG SPACE WHEN PG53 BLE-O-MI S T-E IS.STAIR GON't-LOT ION TO CONSIST OF(3)21i2 ETRIN-Z MIN. _ NUMBER OF ROOF PENETRATIONS ALL PLOM15NS AND MEG NICAL`/EN-9 GENERAL F>LUMESI NG NO ES 2 ALL DIMENSIONS ARC GALCULA?D FROM CO-SIDE FACE OF EXTERIOR NHIG'H APPEAR ABOVE THE-OF TO BE LOCATED A.Al FROM AN" WALLS TO-HE GEN RLI ^'OF NTER OR S^..D MALL-ESS O^HERW SE NO^EO PROM NE T EN NO VON^^0 Be ALLOWED ON THE FRONT ROOF.At 16.TEMPOQARY b ARDQ.AILS MU9T SIB NISTA^_ED AT ALL v': A OOR GPEN'1,N69. PLUMB VG SUEOONTRAGTOR 15 RESPONSIBLE FOR ADHERING TO ALL 9TtiD NA^L5 NOT D.. _ B CN ^ED ARE PIGA,-_Y 2,`.4(3 1/2). METAL AND PVG VENTS AND PEKE-RATCN9 TO BE PR M@D AND PAINTED PP_ICABLE CODES AND SAFETY _OU REMEYT9. ^O CI-OSELT MATCH THE ROOF COLOR T.ALL WALLS OVER 10-O HIGH TO BE 2X6'S AT IS-O.C.AND REGE1`/B 2 ROWS 9.A ^EROR wAL-9 TO BE COVERED N-H /3 6YPBJM BOARD.WITH OF 2X6 BLOG<IN6 AT 1/3 POINTS O E GHT. 2 PROVIDE SAS,SERVICE TO ALL rvA-ER HEATERS AND H`/AC EO..PMENT -AL N CORNER RE NPOQGIN6-APE SEAMS AND PLASTER 3KIM.GOAT. 5.GUT^R9 AND DOWN SPOUTS-.NOT'LOCATED ON EL IONS. AS,REOJ RED. LOG-^ICNB OP GOAN 5POU-.ARE^O B5 D R N'ED ON SI E ANAYD'a TO Id -TYPICAL 2X42-AND 2 EX WAL TERIOR LS TO SE 5HEA^HED iV-H J3" ALL WALLS IN^He GARAGE TO HAVE A LATER OF 5/6,TYPE X 70PO51-PH GAL GONOITIONS TO ALLOW PGSI DRA,/E N b_ - ZA - 3. F NA_L F-A,ES OR_0157 ARE GUT DI N'S IN,STAL_.4 ION OF-M.BIN'S GENERAL FIRE RATED-P9.M BOARD. D IeA GRAPE P_"NOOO . THiN9 TG SPAN O`/CR A^_PLA-ES,AND PROM TH.E 1-O'�SE DOWN SPOUTS NOT^O BE LOG A-ED IN P¢ONINE'�^ -X i-XT:RE9 OR EO'J PMENT PROVIDE BRACING T TIC FRAV'hb BACK 1 ANp HeADCR9. LOCATIONS*J-ERB AND DGWN SPOUT.ARE TO CLOSELY 5.ALL BATH AND TOILET AREA:"'---5AND CeIL1N'*S ADJACENT TO NET T RIM COLOR OF THE HOL'BE I4 FLOOR FRANI.NG L-YGJT 19 GONS^R:G-ED A3 TO FRO`/IDE BEST NOTES AREAS TO'HA`/e AATCR¢ES19Ta NT SYP9UN.NET GBO-Rp, PCSSIBi-E ACCESS TO Tn_rVAG DUGT9 AND VNCB^vTRUG TED RUNS FGR 0 BEG¢OC _ Ai-' &AS NITER HEATC�Q9 70 e@`/ENTED AT TOPOJT 'I. .v 5.DLCT nOR< - - DO'9 O HAVE A N NINL`� GI-0-¢O N6 CP 3.3LL. "!BIN'b AND:� G''A I L S G<3'O BE LOCATED G_09E 50 FT.,. - N CVAR GPEN N6 OF 20'N -O,PROVIDE MLGGK *A ALL GAS,NET LOGA^ONS C6 CR IN THE TT G C STAG'9 7 O ME LOCATED'O^HE REAR OF N T '.G 9@ Anav-OM TNT N __VC ST-GKS TO BE PR'-eD PRO 1 M1 E THE¢ Q T O' A D HAVE A MAXIMUM PIN19HEG 9L_".LIGHT OP 4 � '� .SH@>PLOG4 - U AND PAIN ED'G GL05Z Y A ..-QDO GO^OQ N I PRO%'IDE 2xs¢AF ZR TIES A AL_PLATES nHE¢E_019T R N ALL*_A59 LOG.^ED N^H.IN IS"OF FLOOR,CR 24"OP A DOOR SNIN'S ¢DEMO G.L-4-0 RAFT=_QB. N - 6 PQOVIDe 3HCnER G- A ¢O>3 I.N -MS IN AL_na-HS SQUARE FOOTAGE N".ST 9E-.CMPCRED OLA59. - LIVING AREA: 22 HIP`/ � RAFTERS.AND RIDGE BOARDS TO EC GNE SIZE LARbER TH-N I ADDITION TY CAL¢AP LQ9 UN' ES9 O^-ERN Se NOTED ON PLANS gFIIR�STT�FFI-OOR- 680 BO.PT. 6 BATHROOMS AND I_lTY ROOMS 70 BE VENTED^0 @ G ,SIDE W TH - v I SECOND FLOOR. 300 60.FT. A M NIMUM OF 90 G PAN.RANGE WOODS TO Be VENTED G THE 2B.PQOV DE 2.`.6 COL-AR D ES A^.PPCR /9 ERTC. DISTANCE p OUTSIDE. OTAL. ]60 BO.Ff. Be_9E^nEEN RiD6@ BOA¢p AND GEI�Nb_019i A 6 O.G. 9.5UBGON TRAGTOR TO FIELD VERIFY A_L CABINET DIMENSIONS BEFORE _a/ ADDITION WA 1 PaBRIGATION. 3q.PROVIDE Iu.,"LATIOv C..FPLE9 A-v F V^_v'-5 aeTNEEN R.AFTM¢e, I OARA06. 1 25.REQUIRED 6V-RDRA1_S ON 9ALGONIE9. i 80ALE: A v FGRGHE9.OEGri9 AND¢ABED FLOOR AQEA9,9HALL: H r/4•P 1'•O' ' A MIN"U`v-516H:GP ED"MZA5LRED VEQ-..CAL'Y FROM THE 1IN15-ED PLCOR. i PROJECTI: HRD-04W0• DMI/JN BY: � JPN I BNE61 T: IGN11 1 " OF r yi 'CAO FILE: tI Z:MRD/PROJECT-UTHER i 24'-6" 24�-6. _ �• Hagerty - _ - !/ RESIDHNTIAL ao ooml.»�m.l orN• WreO —.MA 020M Will-3".1818 exlenxe Q 4 LPL ENTRY r o ). ilk Z J Q 0 — 0 t � w exlenlre exlerrt exlenx• 0 _ a 'I L KITCHEN DINING BED RM. Q Ili i enN• \ QOM BATHRM 0 CC Q J 4 4 W In T CC m 4 4 0uj � 7 Z o F� [FRI I jil 11 1 1 [11 It ijil 11 1 1 Ill I'll 11w Ow cc J U)l 4= W W � exlenrle exiennle LIVING BED RM. 9, 9 p0 ROOM 0 f !ifa HY LLILL H III It I M_ Ill- I ;, IB I D T G DUNE 2000 loop REVISIONS exienw • BY DATE DESCRIPTION WEST ELE\/ATION @XIBTIIVy L @XI9TIN6 � � - F I RST FLOOR FLAN SECOND FLOOR FLAN 9GALGi I/4".I'-O" 9GALe�I/4•.I'-O" . EXISTING CONDITIONS Hltii 'III I' �11 1111'I 'I "11' j Ii1'. SO R FOOTAGE LIVING AREA: it I i m ' FIRBTIFOLOOR. 300 SO.FT. SECOND FLOOR- 000 SO.FT. t1 III I 111 t I! T AL- TOTAL TISO SO.FT. II I 111 IIII GARAGE- WA .I 11 IIII II tll IIII I III I I II I t SCA I I' : 1 III 1 I III ' i I'I 111 1 I'll i t l '1 I I '1 1 I I I I Ill I'll ti 1 1 I I �i I I I I PROJECT•: i l i 11 it 411 II II HRD-0 WM I I I Q oRA ev: �I I I 1 JPH r�l m I I i ❑ I IIII t It 1 1 ' I I I I 1 I I I ' ❑ I I S I I HEE I_ r l �7 1 I I I I IJ 0 1 1 1 'll li!II Y. `{ 11 I!I I I I I I I I I tL7 ' II' 1 L..I I1 i j, ' �I :� ,I'I' 1 III I I '1 1��1 1 II ;' I ewenlve exlsnLu PEI SOUTH ELEVATION NORTH ELEVATION OF ] exlsnHe EAST. OJ ELEVATION OA PILE: eG�L ZIHRD/PRECTSILUTHER Ili. I.-� • Hagerty - �— RSSIDSNTIAL ae co.r!.a.11 Dm. NI/aP1ha/P MA ,MA OTOYS abs-ae4•iDIG LL sa sa Z J_ O 0 3x0 , 3xe WALL p W W/G H ,r PI.o.Deeo s`s' e''�O PAT Q W Q I 4 4 I I a'-10' u'-2' 4 Q F _ 1 ENTR ^� O Q L• W W ?am m O a•en areP O .JJ FwFoaeD xAM AaovG i i O I a i - •._ -(_INGN - _ �1 j L W Q roar Dov«ro I Ik roar coWN T - I m ^ero�o 5 O I m roorlNo DGLOW I I PoorING aeLow - �, —� �� I( ( d..oPG aoL Nb Q > 2 W ,I DINETTE °•�°L�T y ^"' _ r r _ GxlarlNa - I awarlNa -- I Gxlarine e,oarlw ATI"'� ri :3 Z f AMi LY D I N I NG ;wi BED RM. BED RM. Q W O W ROOM ROOM j PGea� m Q J U "�'l TC IIIDnG 10 Q (p I rolnr g0 F tui wM oue !i - A_ 4 F� Flwroaec O N T m I _..- _ it II i YI00 N — as m a FPOroDGD O _...I u DLT. BEDROOM ss - O 2 v L _ roar ooWN r I — L � I i PooTING SGLOW 4 r d 1 _ I n 0 '.® O L O r FwOFpaG - - iGITGHEN DGr '� � ccI . _ ooWN ———————�aLo.e celuNe �———— A FANT,Y' a IOO I OW i i m AT O a JuNE� O lO iO Gx1.ING andcG _ - WI DATE REVISIONS ver. LIVING e I BED RM. I RBY BY DATE DESCRIPTION ROOM D �'_a s_sy,• s'_y4" �._q„ m sa p t s4 I _ — I PROroXD PROP09GG ., FIRST FLOOR PLAN SECOND FLOOR PLAN aGALG /4•.I b• a AL I— I—'' - PROPOSED FIRST FLOOR PLANS - - DOOR SCHEDULE NUMBER 512E - MATERIAL 5TY1_E ROUGH OPENINS nOTES 1 4069. WOOp/SEAS PATIO VERIFY MNP. SEE PLAN POR MUNTIN LAYOUT - SQUARE FOOTAQo 3 9060 SOLID WOO L 6-FANE 9'-]-I/3"x b'-10-I/]" _ LIVING AREA: B 3868 WOOD/GLASS FJL vIEW ADDITIpN FIRST FLOOR 4a0 SO.FT. W 4 2e60 OOD/SLAS FULL vIE 3'-10-I/3'x 6'-10-I/3" gpprt�p� 9 3066 WOOD.-PANEL 3'-]-I/3"x b'-10-I/3' H2COND FLDOR �00 SO.FT' 0 3666 WOOD 6-PANEL 3'-6-1/]•x 6'-10-1/]" ADDITION TOOTTAL 780 80.FT. 1 3ee6 I OD 6-PANEL ]'-10-I/]"x b'-10-I/3" - 8 30ee '/vOOD BI-FOLD ]'-10-I/]'x b'-10-1/3' LOWERED ADDITION GARAGE� WA 3466 WOOD 10 3668 WOOD a-PANEL 3'x 6'-10-1/3" O II 3068 WOOD 6-FANEL 3'-]-1/3"x b'-10-I/3' I] ]6be WOOD b-PANEL 3'-O-I/]"x b'-IO-I/3" PROJEC a 15 3660 WOOD b-PANEL 3'-e-1/]-x O'-10-1/]^ HRD-040908 I4 3665 WOOD b-PANEL 3'-8-1/]'x b'-10-1/]" D AWN BY: JPH WINDOW SCHEDULE SHEET: ID MA-/ TJRER SIZE 15TYLS ROUGH OPENING I JAMB IHEApER HEIGHT AND@R5EN 2446 DBL.WING VERIFY W/MNP. 4-9/Ib" MATCH e'STINS B ANDERSEN 18510 DBL.-NS VERIFY W/MNP. 4- /Ib' HISS AS P05510LE - G ANOBRS@N 34510 DBL.-NS vERIPY W/MNP. 4-n/16" HIGH A$105515LE D ANDERSEN AW251 AWNING `/@RIFT W/MNP. 4-4/Ib" SEE CL@VATION9 TOTAL A 2 _ - NOTE-WINDOW SGHEDULG BASSO ON ASPERSES Wi 0' 5. AT LEAST ONE BEpROOM WINDOW SHALL HAVE 5.5 50.PT,NET CLEAR OPCNINS, OPENINS SHALL B TI E]O"x 34"IN EITHER DIRECON, ANO SHALL HAVE A 51LL HBIGHT NOT GREATER THAN 44. OF 3 `/ERIFY ALL ROUSH OPENINGS WITH SUPPLIER SE@ ELEVATIONS POR-TIN LAYGVT C I ZJH RD/PROIECTB/LUTHER • Hagerty - - �-RE3IDSl�TTIAL • - WMEI•IR.YM 02OW GRIUCeT YL luvoe VGNi vee 0 } 4 I.Y. J •�'�av,� R.LAT rur ewLeArheK le%CL'L•iLu e'kLATe'M`Wv+r • ~ 0 - lI t I I Ir I w ` � Q uj Q ujice.wArew enleLv - Ice.wAieR e+•IeLv ' y V, D 0 IrIT` Z Ire GeoAR " eT.,1!4l, it v�ARefi a+ - w p w 0 0 ry�ALI I It,H I I H 11 1 Z z Lu ® A.ceeµl A W � r/ '' III Hill0it,1,1, It Jill III Y141''i mu N E+� 01 SOUTH ELEVATION I I I I I I I I a eGKe,I,,•.I.�. DATE: GJUNE 2W0 REVWIONB 1 Y BV DATE OEBCRIPTION _ rRoro°ev EAST ELEVATION vee Yenr - - alvee venr J IwL Lr 9 e¢bHi°r-reMr / / °^""LTµ'- °NT n�aanoeuAMner s°Mlw Per unv le.r2ir PROPOSED m EXTERIOR E LEVATIONS IGe.WArCR 9nIeL0 - _ IGe.:YATCR ylleLv All- Ge. rG onleLc yli CaL Cnr I!— SQUAR FOO GE LIIVI INTO1pANREA: gFIORpS1TT1FpLI�AOR- 460 BO.PT. SECAND FLOOR 300$O.PT. Wn Tec A N 11' gDOITION I TOTAL� ]DO 80.FT. a DDITIO 4 e I oARAae- N/A IhY . SCALE: ®� PR e •: MRD-O, M _ DRAWN BY: JPH III I I I I I SN II III J � — - - - - - - - - - - - - - - - - - - A3 RG. 6ec PR�PG>eo WEST ELEVATION NORTH ELEVATION ""'°" "` OF 3 cwo rI ZIHRD/PROJECTS UTHER • Hagerty !/ RH9IDHIVT'IAL 20 cont "low 0,1" vvrenu,"In,1Aw°20•0 WE-3e4-1015 exlenro - exleluoR WALL 0 F eNleTlro.filer LL Z _J - e%Ienro P.lo.WAu eRAoe —I O W 111111fL1 I MITI EA°KPILL Q Q III=III LI1—I 0 U. F" III—i I < co Z CC W I III I I I I M�eR PN a%rorlW Z ,DH.r WALL w LL N19'1 34•WIDe IroonW W cc F- W-W 4'-O" NOTE. A l n w Z 0w LoxD eAev+cre AND aRAee x•ero TYPICAL UNDERPINNING DETAIL Q J 00 1]'Om.C4N6.PICK OF EXISTING FOUNDATION WALL — ON],•eo T 'n""I'-O" w W IF, eNeLP 4•eNnv I 17-0" L J 9 I we1NlbRGI W Roo rO ee DRILLe I W-4" e�%r wr NILn NVA ADNelelve r I le.+eevoerov a MIw�InrO FNAx I I r+E HALL 1"]o.G yell cALLr. a _ L�L I i i 71 —�—_1 I^ J A Ir •JUNE 2006 1 (S7]Re POer REVISIONS s, PROM DCAM I S, I I ❑ I I • BY DATE DESCRIPTION n1RNAce DR .11 II 4 D .laA° I I PRecAer r DT pl PU•UTlee BASEMENT _ - - > €= I •cant.a AB FLOOR 0 �°= ".e•..N � eMMnlDA, � rmAlarN BASEMENT REOUIReMENTS POR MASONRY FIREPLACES AND CHIMNEYS 4 , I ( ID"rNIOK POURCD I w NCARTN eLb�IGKISGe L6ATCR 41•ftmUIRCM°M1D f•Vp /I I I I I concaere WALL oN " I NQMTM eMCNeIp1 e•ICARrw exrClnioN.s Om.rt. I � I I ]O•.IO"conrlrvwe e concRere FOorIW (eACN aloe oP oPeNIW) u•Neunl exTnmloN Ns eO.rt. � wlnl NerwAr el].b b>r I --� PRD 1,OR IW) O ]D N'A®Vt N C%lNe a e•tr. PROM eCAM ADOVe ^ I OIL TAn - //I,/ I �— � 4•"JNCLF—�_..—_I� I I i NCARTl1°LAD RCItADRGIW D RCIM'ORGm b IM��Abe RRY IT'° 90'W.I]•D / I I � YVC ONT AND ALL COa G.P 00WJ I ., I_c TNIGKNC°O OP WALL OP/IRCOD% C 12-e°LID d[IGK OR e•IWIeRC A PIRCeRIOIG L. I I I — LNIW Ie UxD.JOINTe IN IIRedUC.1[1.4•MA%. PROPOSED nFORCtW ROD O�DRILLCD DIeTANGe FROM TOP OP Io'q� w nLTI A elel� i mod."" DPeNIWrO NROAr P FOUNDATION 9TlreM 1 (eH�vvev e•MINJ Inra PNAee 1 s• Si neivAWL�a><,Tenvev u• Inr . ,P,,,N RenR wA �nllclamee °�F s I_ J � •DO.ve%nOALLY. PRONr wALL_rNlc%Imee °• PLAN 54 T ��"M l� �� cNIFR@Y VERrIGAL RGINPORGIW � xl°MIc LOAD MINPORGCFRMT `�l NOT RCEUIReD IN MAeeACAUO•TTD w.ww \ .p \ NDRISONTAL Re1WORLIW �rMIRCOL.A.VIM— N'MMbY.WxTiD AND Iry IRe � I - FIRCPLAce LIIaTCL NONGOMCU•TIeLe MArCR1AL RALLA \—\ I. -- -----� WALLA WITH PWO LINT W M ReFCR TO"100 OMR ee103-0 SO RE FOO AO w - LIVING AREA: ' q eerrml�K' Ri.TeR M Teo cMR es10.].1 ADDITION c C FIRS 460 SO.FT. " - _ _ CFPeGTIve PLLO AROA P RCFCR TO T°O G14R 8e10.].10 ANp ee10�.11 BpECp FLOR_ 3W SO.PT. ' � ..\g O �Mdl°Tleld MI.TCRIAL R ��TD le0 OMR 6e10.].14 AND eel0].II TOTA�L 7e0 SO.FT. ]'Al 10' AOOITION DARAOE_ WA GLCARAIIGGD TO C9I4UeT1J9LCe .,... RCPC1t TO 10D GMR]I14A SCALE: 1]• FOUNDATION PLAN T '.°n' � J�TIW MIN. ,/4•_,•-O' c%J+eeo e•e.cN elve a PIRVLAce wAu tI-{.r.�-- wlDnl PROJECT— HRD-04030e DRAWN BY: 'PH 2 FIREPLACE/CHIMNEY DETAILS SHEET: _ NT9 s i OF e C_FILE: Z:MRD/PRC JECTS2UTHER • Hagerty .. �/ RESLDBNTIAL 20 CoOxmroW D.N. 1VMnt—i.MA 020" am-3p1•191a 0 LL J Z - 0 o Q {Lu� a u, Z J �s�-o" u•-lo" Li Qcc W > Lu (y]x10 (1 Z EF 2x8 J013T9•Ib'O.G. I W o Ill 0 4 Q. a n QO o 4 W N Ir m Q 4 !e ulaG rM f 1 LMZ a Lolc 16• c r a tU O r I n/la/4•x I-ve`LK � r] ].I (] ]xl � /LLL,OLLL L PRoroeen BQAM A9,YE r (!1 2x4 I—T p (4)2x4 1— PMar DC�Ar[Aeove (1111-�/e•LVLnr+6 KLow MA eER J I'ro00n NaDCLo�w �(� 4 /1 - p JUNE 2000 REVISIONS L � p BY DATE DESCRIPTION _ rolHr LOAe BGI 400-IA DP m I-JOISTS o Ib PROM RIpOe n4j 8G1 400-IA m 1-1019T8•Ib"O.O. A � m "O.G. - � r41]x4 POlr QPoer corm ro Qroonxe eeLow �lAan"1 e�rneave I I � I I I I FLOOR FRAMING 4-1 PLANS SLIVING QUARE FOOTA E OPoleo FOPpetO i/ FFIpRpBIITT�FFLyOOR- 4 BO.FT. FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN BE(30ND FLOOR- 300 HO.Ff. x...Le /+' I'-O` TOT LIIaN 760 SO.FT. xALe�1/4 -O pN GARAGE N/A SCALE: 1/4--1'-O PROJECT P: HRD-0403Oe DRAWN BY: JPH SH ET: S 2 OF 6 CAD FILE: Z: RO/PROJECTH/LUTHER • Hagerty ' �- RESIDENTIAL ao COme-dW Dd— Wr•nth—I.MA 030I11 503-394-lei E n J • O `r L / Z J W o Q w CaC • sr_O° z NW Q W > Z Z i- co 2x8 RA 2x6RAFreR9aeo.c. Ir J U 4 4 4 p cC W W 0 I RDOP cwcKer O ATTAON TO RAPTf!Re - a N O O IU JDI Tp - nJ JACK EnJDe DATE: •JUNE 2000 Poore u ro/].+ I 2x6 R AFTERS•16"O.G. Cpp(( roM)2 IDmuP REVISIONS ro RIDOe roern uP (])I-e/a".I4^LVL P�1 o Re Y BY DATE DESCRIPTION TO RIDGE erwuCTwaAL RIDbe r m2x6 101575 0 16.O.G. m m SJ m j (]1 JAOK eTUDe 2x6 RAFTERS 0 16"O.G. • — — I 1 J n 1n I ! J� h �I; I If I y� I ri } I, �I PROPOSED N' i i CEILING & ROOF FRAMING PLANS i -1 DUAREFOOT OE _I 21'-0" I 16•-O" ,/' _ / 21'_O" '6_O f LSIVING AREA: PROP09ED PPOPOeeD ITION FpIRpDpSITT��FFL�.OJOR_ 4E0 BD.FT. GEILING FRAMING PLAN ROOF FRAMING PLAN HECANDPLOOR_ 300 so-FT. qq pp TOTALION 760 SQ.FT. ADDITION GARAGE_ WA SCALE: PROJECT O: HRD-04030E DRAW BY: JPH SHE ; S 3 OF E GAD IL ' 1 l ZIHRD/PROJECTS2UTHER ` MHagarty !— R89ID8NTIAL P W.w,eurn•M 00000 a00-!a1•I010 3M KD OVeR LL ]a1 AGB TRGATGD RIDea vexT 0 BILL mAL _ Ae�.ALr a�I.�La�T�J Z _J w,s Le.•eLr uNxwLArreN NOT DIT OALVANISD 0 n•BOLT•e•c•o.G. I u•^ROH crnweRe % NGRe,e 4'• •s�� I1'W TrTJ rl ,/]•cox^Lr,.,00D Q / M wvoT eNeATN,Ns-� p` tL Ox�KD OVB• � ', . - exronxe ]"',AGo neeA.rm , ATTIC �1 ATTIC,D � f� uBy ]•;wH wRnelae GONcwere D• W Q wALL . �In•srT.BOARD mrJ T . - naonoe veN.a > I = row AIRTLow � + ASHELF DETAIL .w,D ROOT RA^Taw ecALe. -In`.r.o• le•o.c. U W W ow P � i f J cn BEDROOM E5A7 BEDROOM a W W to - N r A—ALr BIxNeLa rtj W/,!I.B.—T UNMRLATHGNo _ Q veNrev eo^NT rCL :.e woo^wArreR Q 0 ' w00^eNCArNINO � (ayyyayyv-y—ywV DATE: - -- 0 JUNK 2008 - REVISIONS /]'eYT.BOARD tT'TJ w DCANI � • BV DATE DESCRIPTION �i/]•OTT.BOARD(TrTJ � 9TRATTINO•10`O.G.fTYTJ - - I I !-I/]•INd1LAnON _ TRA^TINO•16 (TTTJ _ - w-,! of - vArow eAwwlew II �� oR aTeGl. Deco ex,erlw � TRaroam TwoPoeeD f Alww ADDITION I I FAMILY ROOM PORCH KITCHEN I aLueD•acwewev vv� 'v \ =1 I II I!I III I =1 III-iII i Ii III III I i I III a SECTIONS I I —III III ! I I I I I I I I I I l i ——I I iEd I I III l I I I i 1= =1 I —I I i -11 I 1!—I I!_! , !=!I I_!I 1 III . III 1 Ed 1 I I ! BASEMENT III !1 i t II � I=11I I i lil 1 I I —I1 I !I 11 !I I 1=! 1=III III I ,Pa.oaeD f I 1! 111-- Ba R !I it—I'I I! it--I'I I- 1I =I ill. { !O'w. ]•D I— I— I— I _ BASEMENT m ADOITOION AREA: i I III— DAHT Pwpp^INe gFIIRpS'TT�FFLNOOR_ nao 9O.FT. !! Ed I I _ III III I _! _!I —11 !— III ! !I H N.aP-O'OlLow OwAv! I I_i //��p ppITION —, I— __ , TOTAL_ Ta0 BO.tT. -III—III 1 I I—I I I—!I I I —I I!_ _I i I I I t I I I—I II GONG.IL.B w s n L DGn I I'i I I OARA 8� WA III 1 1 BC 1 : I I •I I .) I I I I I—i ' ' I I - I I-1 I -I! -) !—I I I (11—! III III- i I—!1 I I I! ^oLr vArow eAwaleR a/b-ITONe 1-1 1—I Will I IIi I=IIIi I—III—III=1 I I III=I II=III_-IIIE III= —I l I -��_I II=i I!i-1 !,11 i.! III coNT,N oua Kew r 11 ,!I I-III-III=1 I I—III—L I I-1�!=1!1=I 11-1 11=1 I I—III—I I II PR— CT M I I I I I I I I I I I �—. � I i I � V wplN loll HRD-W030a - 1 11—I (—iII— I III I i t=1 =1 i-1 I_I i, III-1 i I—I_i—I II—III III—I I I =1 i 1—I I —III—III—III III— DRAW BY: III=! ! =III I I_I I— I=1!'—III —I I I I eo?ao o^ oor Ne II—III= .1= 11I—I I I I—III—III — •=1 I =I I—III — JPH —�1—,i I-i i 1=l(I-!i I-!I!-1 I!=1 11=1;I—•. — I I—I�1=r I I—III—•. B GILDING GROSS SECTION BUILDING GROSS SECTION �� ,-o I xALe.In•.Ic- I I DF a CAD FILE: 2'JHRO/FROJECTS&UTHER i. a P, �• Hagerty �— RB9IDBNTI'IAL •D oomm«a.l Dew r . Wmnth—MA 02003 a"-3e•-1.1• O } z J Lu G I I /%ii I'( �� Q a ATTI /r�i, / I I % i I erP.BARD RYPJ Lu LJ Ja >I i I O,.PPINO•Ib'O.O.nT.! Q2 I cc FEE III II z w 0 uw � PRDPo»m • axlan�+a PROPOBQDwo LAV I I HALLWAY BEDROOM J 0 II w WLID II II 0 = - .. I I I I- a-va nlelr�AnoR I a0/4' r.e aUOPLOOi{ R.ID L II I I wev.xReWeo vAroR BARRmw 0 1r 1i aes eLevAnaNe aPxe. . W!W peAM neN xAM �I/]"OYP.BOARD(T'PJ AIP.RerARDANr •JUNE➢00• wx wRAP ' REVISIONS i anwPlwe•le'O.O.Rw! • BY DATE DESCRIPTION In'PIR PLYWOOD aweATwIN6 Cxiarllb Cx1aTlH6 roPOSeD FAMILY ROOM DINING ROOM K17CHEN a/4' r O aUBPLOOR !' �eweD.xneweD I� - r ��/��;i�r i'%/."��////�-/ ,//�//��/,%f;r�.5�%/%i,i�///• /�� /;/ii�„///i, s �'f�i'>xL:�3�1�'� 'v� - ��/ii�,a,.///�//�//�//,i��//%//./..,�,,i��i/r,.:...,/,,,,,��/,/,,. ..///../.ice/�Gi//,: I I—III I, BUILDING 11 III % ,. — SECTION _ —III - as e n L,v�PCR oABRRIeR I I —!I!:. 11 _lll-._ ew�.e ee wwo WAu —! I—!! 1 i— PRecAar arAlRe -- —1 ! I—I I III-1 1 III I III- 1l i!=III=1 11=111I—I I I=- =1!!—Ili—I i!=1II—'11=1 I I—I 11—i 11 :` II—i!1=1! �'exlanw � -III III— I -1 11-1 I - ! I I I 'i! 1 I 1=!1 El11- CRAWL SpAGE - I-I=l i Ei i' 111-1 I I=i i 1=11 In 11=! :,:. —I I i HS I I III E!I I-1_ 1 I I'I=1 I1 I I El I El 1 lI i—I u� 11 I_ BASEMENT m i I;_I I I_I I-11'-III= '(iEi I Fed III-1 I I I I I— I 1—I I I—I i( I I I I I I I I I i I—I I I— I I I I " m — I I—'I —I(I—III=III— LOINO AREA: I ! I! I I—III-1 I!—III- III—IIIIII—III—III—III— !! I—III—III GO POVwDWrIOR WA L _ -1 I FIRST-LIF O ADDITION 4W 90.FT. I! Ill l l i-IIi=i I I-!!1,_ Pr aoLe PLA e AeAl�ar�o . _III l =1111=1 I!—I!—; 1=1 =I 1—I 1-1 1 . RIR DP._,-BeaW eRADe _I 1-1 I —I 1=1 - AR89WFLOOR_ BBB BO.PT. I=1 11;. -1 1 i=1,I I 1=1 I i (I- �s�A�=N r°°ao.FT. I—IiI—III—I I_I I I=1 I I-1 I —1 1—i i I_I I I —III—I I!—IIi III—I i!—III-1 I I IIi—III-1! —1 I -{i I_I I ' ' ��.aLAB W,. L xeP I— — !— I- ADDITION N A PDLYYVORBAReR a aTo —III_III—III III-1iI—II -III—„I I! I! II I I I_I-! I-III I I=III—I_I _I,11_ ITI=11i;i l!_!I I_I I El I I II I-I I!l i l E I I I=i l l�,III !�!_ -III I I=1 l El!!=I I I i 1'- SCALE: _ III—I I L_I 111=111I=1 I 1EEI I la 11=11 i i I 1 111 III I IL=1 i t—"`— DRA BY: JPN 1- sR I n BUILD I NG GROSS SE ON S 5 OF • CAD - Z1 RD/PROJECTSIUTRER ' CENTERVILLE FF LOCUS A.M. 208 ♦ A.M. 208 s PAR. 85-9 PAR. 89-1 '�F�� z 00 / 4 cn1� APPROX. LOCATION 04 i \OF CESSPOOLS (TO BE,.PUMPED ILLED W/SAND) PER TIE CARD f LOCUS MAP / I � ci PLAN REF: SEE PLAN \ A.M. 208 " � DEED REF: 1029 161 � �� 4 PAR. 86 ZONING: "RC-2" 33.5_--� ASSESSORS MAP:" 208 PARCEL 86 AREA=17,740t S.F. \ r N ell� - FLOOD ZONE: "C PROPOSED_ S.A. AQUIFER PROTECTION OVERLAY DISTRICT m /rn / (PROP. 0 ID—BOX -� IV p 'v,I / 2 O PROPOSED' 31.3 r r % `1 EXISTING 25.2 I OO TANO GAL.I �� `� SEPTIC SYSTEM _ z D/ �\ CLEANOUTS 0)\ �<c ��`' REPAIR/UPGRADE PLAN 1 _ , �^0 ,� �J LOCATED AT: Ln � ; BENCHMARK. � � � 156 SOUTH MAIN ST. 48.3' , L. o2.9'0(G.I UNDATIO S.t)N �� C� �� # CENTERVILLE MA. 1 1 , SILL-- `Q / I l 52.9 Qj A.M. 208 / / / / I;56E Al PREPARED FOR APPLICANT: w 1 PAR. 85-8 / j� — � ALLEN & STEPHANIE LU TH ER BENCHMARK: 126.3' N OF M,4ss�� APRIL 28, 2006 TOP OF CONC. BOUND W/DISK / I / 23 3' I # o�' EDWARD L. tiG EL.=50.80' (G.I.S.f) / I PESCE / I w CIVIL No.32 1 =20 87.6 ----- ---- FcISTE� SCALE. 1 ---------------------------- \ ------ TONAL PESCE ENGINEERING & w -------=------ ____-- -______- ASSOCIATES GUTTE,RLINE I �� _� 451 RAYMOND ROAD SOUTH MA I N STREET PLYMOUTH, MA 02360 NOTE: LOT LINE INFORMATION SHOWN WAS. COMPILED FROM ABUTTING EPESCE®ADELPHIA.NET GUTTERLINE RECORDED PLANS. ITS RECOMMENDED THAT A PLAN SUITABLE FOR PH.(508)743-9206 RECORDING AT THE REGISTRY OF DEEDS BE PREPARED. SHEET 1 OF 2 J# 1048 4" SCHEDULE 40 P.V.C. PROFILE OF TOP OF FOUNDATION MIN. PITCH 1/8" PER FOOT ELEV.=52. SEWAGE DISPOSAL SYSTEM 9' , 10' MINIMUM (NOT TO SCALE) 2" LAYER OF EL= 52.8 1/8" - 1/2" WASHED STONE EL= 52.1 EL= 51.7 ririr rrr i / / / r ♦ rrrrr ir. rrp �/// //dr irrr / rrr EL= 51.2 MIN. 9" COVER 4" SCHEDULE 40 P.V.C. OR EQUAL RIGS RC& INVERT 48.6 CLEAN SAND .FILL MIN. PITCH 1/4" PER FOOT COVER LEVEL �wQ` PER 310 CMR 15.25 9 6.5' S=0.06 FOR 2 LION5G,ESS ROUE �� MIN. 0 LINE EL= 49.4 EXISTING INVERT 110" 14" o o o ° °moo° INVERTS MIN. INVERT . INVERT aP INVERT o °o O O O O O 0 0 0 o EL= 50.35 EL= 49.70 EL= 49.5 24" o m o 0 0 0 0 0 0 o a mo 4y EL= 51.98 4' ADD GAS EL- 50.10 i o 4 o m BAFFLE 6" BASE OF CRUSHED STONE OR EL= 46.6 °° ° °(b o°' EL= 46.6 MECHANICALLY COMPACTED 4.0' 8.5' 4.0' � 6" BASE OF CRUSHED STONE OR PROPOSED � .) 33.5' MECHANICALLY COMPACTED DISTRIBUTION 3-500 GAL. DRY WELLS (4'-10" X 8'-6" X 2'-900) LO PROPOSED BOX WASHED STONE" SOIL ABSORBTION (TRENCH FORMATION) 1 ,500 GALLON TANK ' SYSTEM (S.A.S.) 12.83' X 33.5' BOTTOM OF TEST HOLE ELEV.= 39.1' TEST PIT RESULTS: (NO GROUND WATER) OBSERVATION HOLE #1 EL.=50.6 GENERAL NOTES PERCOLATION RATE <2 MIN:/IN. BOTTOM AT 63" ELEV. DEPTH IN. HORIZON TEXTURE COLOR MOTTLING OTHER 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E:P. 49.35 0 . 15 A SANDY -LOAM ----- ----= --- TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 48.6 : 15=24" B LOAMY .SAND 10YR5 6 - ---- ---- FOR SUBSURFACE DISPOSAL OF SEWAGE. PERC 2. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE 39.1 24-138" C MED.-COARSE SAND 2.5Y7 4 ----- --- CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE NO GROUNDWATER ENCOUNTERED UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY MUST WITHSTAND H-20 LOADING. 3. UTILITIES SHOWN ON PLAN ARE APPROXIMATE ONLY, THE EXCAVATION CONTRACTOR SHALL CALL "DIG-SAFE" AT OBSERVATION HOLE #2 EL.=51 .4 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION PERCOLATION RATE <2 MIN./IN. BOTTOM AT 54" DESIGN DATA: TO VERIFY LOCATION ELEV: DEPTH IN.) HORIZON TEXTURE COLOR MOTTLING OTHER 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 50.3 0-14" A SANDY LOAM ----- --- --- NUMBER OF BEDROOMS........... 4 5. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE 49.4 14-24" B LOAMY SAND 10YR6 8 ------ ----- GARBAGE DISPOSAL.................__ NO OVER THE S.A.S. AND DISTRIBUTION BOX. TOTAL ESTIMATED FLOW 6. SEPTIC TANK SANITARY TEES .SHALL BE CONSTRUCTED OF I ----- PERC (110 GAL./BR./DAY X 4 BR.) 440 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE 40.1 24-.132 C MED.-COARSE SAND 2.5Y7 6 ------- THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND NO GROUNDWATER IENCOUNTERED USE 15 X 200% = 880 GAL LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. USE 1500 GAL. SEPTIC TANK 7. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. SOIL TEST DATE: 04 06 06 INSTALL: 3-500 GAL. DRY WELLS (W/4 CRUSHED STONE 8. THE OUTLET SANITARY-:TEE SHALL BE EQUIPPED WITH A„GAS B.O.H. AGENT: DON DESMARAIS, R.S. ON THE SIDES, 4' ON THE ENDS) BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4 PVC. SOIL EVALUATOR: EDWARD L., PESCE, P.E: 9. LOCUS PARCEL 86 ON ASSESSORS MAP 208 IS NOT AFFECTED BY SOIL CLASSIFICATION................__ A SPECIAL FLOOD HAZARD AREA. EXCAVATOR: JOEY'S SEPTIC : DESIGN PERCOLATION RATE..... 10. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION EFFLUENT LOADING RATE...:.....__74___ AAY TO PESCE ENGINEERING FOR B.O.H. AND DESIGN ENGINEERS REVIEW REQUIRED LEACHING CAPACITY.....4_40 G--- AND APPROVAL. LEACHING CAPACITY PROVIDED.....455_.19 GAL/DAY 11. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND SIDEWALL: (12.83' + 33.5')x2x(2 SIDES)(.74)= 137.14 GAL/DAY ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING f BOTTOM: (12.83, x 33.5 )(.74)= 318.05 GAL/DAY WORK ON THE SITE. _. 12. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE I TOTAL= 455.19 GAL/DAY WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT s{ IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. APRIL 28, 2006 SHEET 2 OF 2 J# 1048 . > h j