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0630 SCUDDER AVENUE
(03o Scudder Ave i Houle Eller RaterS LLC BTorrey @EnergyCodeHelp.com , `r Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address-630Scudder Ave. Hyannis Port, MA 02647 Date - February 28 , 2013 Contractor - Daley HVAC Test Type - Rough In Total Leakage-Includes Air Handler/Furnace Conditioned floor area =1538 Sq Ft To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM < 92 CFM (1538/100 x6'= 92) -Duct leakage tested = 45 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Test Mode - Pressurization Test Pressure = - 25.0 Pascals Equipment Series B'Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 2.93% Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC it . i r Commonwealth of Massachusett ; l ► 3 Sheet Metal Permit Map.02061 11 Parcel Date: I-R-101a Permit#z>46) ®y 1 Estimated Job Cost: $ II,�S1'S Permit Fee: $ it r Plans Submitted: YES NO— .. Plans Reviewed: YES NO Business License# Applicant License# Business Information: Property Owner/Job Location Information: Name: Name: Ca t3SrAuce hc Pk4p-tj?,S Street: a_� y6w lkao Street: 630 5Ck'tiUtt P4,t, City/Town: City/Town: uUa+.k s Telephone: Telephone: (hoto I.D. require- /Cryo Phot Io D att ched: YES V NO .,� Staff Initial Ile J-1 M-1- estricted --` J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10*Pskastoy"less Residential: 1-2 family Multi-family Condo/Townhouses 9 ?p13 . Commercial: Office Retail Industrial Edf& al S 1 �N 0 A Fire Dept. Approval Institutional_ Other ,N-.. rA Square Footage: under 10,000 sq. ft. over 1,0,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC_Y . Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: rtIT h'D-012 4 . 5 NSURANCE COVERAGE: have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes IM No ❑ f you have checked Yes, indicate the type of coverage by checking the appropriate box below: k liability insurance policy Other type of indemnity ❑ Bond. ❑ )WNER'S INSURANCE WAIVER: 1 am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Oassachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent . 3y checking this boxo,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and iccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection'required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of Licenser 3y Master ' itle ❑ Master-Restricted ;ity/Town ❑Journeyperson —�� Signature of,Licensee� 'ermit# ❑Joumeyperson-Restricted License Number: I3�S Check at www.mass.govIdol nspector Signature of Permit Approval The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations '600 Washington Street. Boston,MA 02111 www.mass.go-0Ua Workers' Compensation Insurance Affidavit: Buflders/Contractors/EIectr cmm/Plumbers Applicant Information U�n Please Print Lezibly Name(Business/orgmL-atimVfndividuai):. �I1.► IJA • � Q .Dy & Address: spot riDwm, city/state/zip: ` 446a oa 4qI Phone.# 774 - 9`1� 05�0 Are you an employer?Check the appropriate box: type of project(regnu eo) 1.❑ I an a employer with -4. ❑ I am a general contractor and I employees(full and/or par[time). * have hired the sub-contractors 6. ❑New construction . proprietor pa listed on the-attached sheet 7. Remodeling 2.�I am asole etor or aver- ❑ ling . ship and have no employees These sub-comractors have• 8. ❑Demolition working for me iit any capacity, employees.and have workers' Building[No workers' comp.insurance _ comp.msurance.$• 9. 0Builg addition . required.] 5. ❑ We area corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑PI lmmbmg repairs or additions myself [No workers' comp. right of exemption per MGL, 12.❑Roof repairs insurance required_]t c. 152, §1(4), and we have no . 13. Other employees. ❑o workers [N POMP.insurance required J *Any applicant that checks bnx#1 must also flI out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit anew affidavit indicating such. . $Contactors that check this box must attached an additional sheet showing the name of the subcontractors and state whether ornot those entities have cmplayees. If the sub-contractors have emp!0yees,they—stprovide their workers'comp.policy number. Tam an employer that isproviding workers'compensation insurance for my employees Below is the policy and job site information Tnaurance Company Name: Policy#or Self-ins,Lic.# Expiration Date: " Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy:declaration page-(showing the policy number and expiration date). Fazhne,to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of canal penalties of a fins up to$1,500.00 and/or one-year imprisonment, as well as'civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy-of this statement may be forwarded to the Office_ of Iivestigations of the DIA for insurance coverage verification. I do hereby certi under the pains-and penalties of perjury that the information provided above is Prue and correct Si�alxue: Date: Phone# 77 Kt- OS7(1 -- Official use only. Do not write in this area, tb be c mpleted by,city or town offcciaL City or Town: PermitlLicense# Issuing Authority(circle one): . .1.Board of Health 2.Building Department 3.city/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: BIKE Town of Barnstable Regulatory Services t t AARMAS�RIP, s ` 1639. Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner r 200 Main Street,Hyannis,MA 02601 f www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section . IfUsi_na A.Builder+° �DA+s4 a-a c 4 �"`'Ats s as Owner of the subject property hereby authorize tw MOMto act on td be Y. h in all matters relative to work authorized by this building pettait (Address of job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Y Signature of Owner kS' e of Applicant Print Name M .. Print Name. Date QTORMS:OWNERPERIMSIONPOOLS �F Town of Barnstable Regulatory Services ,s 1�atvsrwsrs Thomas F.Geiler,Director y ernes. ,39 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: B LOCATION: number . X street village 'TIOME name home ph rie# work phone# CURRENT G•ADDRESS: city/town state zip code The current exemption fo omeowners"was extended to clude owner-occupied dwellings of six units or less and to allow homeowners to enga an individual for hire who oes not possess a license,provided that the owner acts as supervisor. DEFINITION O HOMEOWNER Person(s)who owns a parcel of land which he resi es or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attache r detached s ctures accessory to such use and/or farm structures. A person who constructs more than one home a two-ye period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Offic on a orm acceptable to the Building Official,that he/she shall be responsible for all such work Performed under the ermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibili for fiance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she derstands the To of Barnstable Building Department minimum inspection procedures and requirements d that he/she will co with said procedures and requirements. Signature of Homeowner Approval of Building Official Note; Three-family dwellings con ining 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Constru lion Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner erflo ing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of cons .lion 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 exem lion are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Fupervisors,Section 2.15).This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. Ji,this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervis r 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 •, i ✓sae �o�rr�rnoouueal�i a�../12�a�eac��etta ' DEPARTMENT OF PUBLIC SAFETY I .Oil Burner Technician Certificate P i N Number .BU 133210 ' Expires 08/17/2013 Tr.no: 505.0 =� Resfrictetl MATTHEVI/C DALEY � " 23 STONE RIDGE RD BREWSTER;,`MA 02631 Corninissioner COIVIMONWEALTWOF MASSACHUSETTS i S T ETA .'WORKERSf j AS A MAC T ER„UNRE'STRI "... ISSUES�THE ABOVE LICENSE TO I MATT-i EW G 'DAL 23 STONES R,.IDGE; RD j : BREWSTER MA 02631 1735 - ' is i 1315 08/28/13 53149 t , + �r Rpr ,1e8 6 11 11 : 13a McPheeters. (314) 993- 975 P. 1 McPheeters- 700 S_ Price Rd. - a Sl. Louis, MO 63124 fa c s i m l JL Phone: 314-993-4451 fax: 314-993-6975 `/L X.�N/To: }� ��171� MR �A� IZ�w.p Fax number: -- 4�p w23p . From: c7 4-,,/ cl'-4 Fax number: Number of pages: Z. F Message: Apr e18 11 11 : 13a McPheeters (314) 993-G9.75 p. 2 ., TIOVANII 0; JOHIN C. M(--,PHEF.TEk1{Crt�33 `� y) Rl Ri Mr. Thomas.Perry . a 4/18/11 Building Commissioner Town of Barnstable n 200 Main Street Hyannis, MA 02601 Request for extension to Building Permit #201004893 Dear Mr. Perry By this letter we are requesting an extension of our building perrnit.for our project at 630 Scudder Avenue in Hyannis Port. The permit number is 201004893. The winter weather and business consideration that kept me away from the Cape have delayed our start a little. We plan to get this project started in the near future: Thank you for your consideration of this matter. Sincerely yours,- John and Connie McPheeters 630 Scudder Ave Hyannis Poi,t, MA 02647 508 778 4669 700 South Price Rd St Louis, MO 63124 314 3 78.6394 johnmcpheeters@earthliiik.net 700 SOtj,..rll PRI(771: 12OAI) SAINT .1d)VIS, MO fiRl2l 31.1 998 G52'G PAX! :314 ;)93 (;:)75 I -1�1AtI.:johnn1cpheeters@e.arthliIlk.net. b b txl o 137.91' 133..94'. N Co 63.9 o 285.35 0 1 w �UXNpAT ONS F , 160-70 GARAGE LOT 1 56,968 SQ. FP. EX7S77NG 4 DWELLING O C)f 00 L=73.29' o' ® r f 254.94 ;,.ZF - L�tKOFhg s�Nw Fled O - tis w1111 M--.i tlN "LCCY No.313AI y U .k• s TOP OF FOUNDATION IS ELEVATION d 104.56 (SITE -PLAN DATUM). TO THE BEST OF MY INFORMATION, ., "AS BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE BARNSTABLE, MASS. FOUNDATION SHOWN ON THIS PLAN (WEST riYANNISPORT) HAS BEEN LOCATED ON THE LOTS 1; PL. BK. 287 PG. 14. GROUND DATE 6ZI4111 SCALE 1" = BO' AS INDICATED. JOB 6456-00 CLIENT McPHEETERS 6120/11 / � 6 14 11 �-✓C:� SWEETSER ENGINEERING / 203 SETUCKET ROAD DATE PROFESSIONAL LAND SURVEYOR PO Box 713 SOUTH DENNIS, MA 02660 OFF. 508-385-6900 FAX. 508-385-6991 C: I S8 I PROD 1 6456-00 1 dwg 16456 APPI.DWG O 2011 SWEETSER ENGINEERING TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 01`� 1 Map621� Parcel Application 4Qd I VL Health Division Date Issued Conservation Division V!`v Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/Hyannis Project Street Address (---)3-0 S c- Jc(42 ur- Village U H Avu!; �DlL� Owner CS:1A.2SIA"CIL U4cPLrz4t/&_S Address Lao se.-J4frc !sr. k OZ64/7 Telephone -3 / q 17 3 9 5/ 7� S. Pit `: ST'co�:� wo 6s izs/ Permit Request AJ s k, e A t A so ow 0364 L, w -4,r-y IVo kr 4-�� Square feet: 1 st floor: existing proposed 2nd floor: existing propo N`7Zo Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Ift1000 Construction Type 14exj F2► M f— Lot Size 5-61 Grandfathered: ❑Yes A No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 76 2Ar1> Historic House: ❑Yes �M[No On Old King's Highway: ❑Yes )XNo Basement Type: XFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 80O Number of Baths: Full: existing new 3 Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count 7— Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes X No Fireplaces: Existing New a_ Existing wood/coal stove: ❑Yes )<No Detached garage: ❑ existing ❑ new. size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Xnew siz4O Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ANo If yes, site plan review# Current Use U,*C,0 bon,/ Proposed Use S'74A44k APPLICANT INFORMATION - -- -- _ =(BUILDER OR HOMEOWNER) I', Name ���� k ��� £a'Eits Telephone Number 3/y 37P i�3 Address SC.1AC �€ lip 07647 License # �bo S. roDer M ct.T 0;1. 01.5 6.sf Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C CA1IS -r-CLArt1c �aiut�rt�c'�oa�► J7isDaSAL SIGNATURE DATE / �7 . FOR OFFICIAL USE ONLY } � . } 6PPLCA I N* . . y . } DATE ISSUED \ - } MAP/PARCEL NO \ \ ADDRESS VILLAGE \ OWNER < \ .DATE OF INSPECTION: } FOUNDATION } FRAME \ NSULA2ON ( FIREPLACE } ELECTRICAL: ROUGH FINAL \ � PLUMBING: ROUGH FINAL \ GAS: ROUGH FINAL . FINAL BUILDING DATE CLOSED OUT . / ` \> ASSOCIATION PLAN NO. \\ ^ ,\ t 9/17/10 To Whom It May Concern: This letter is to confirm that as owners and general contractors for the building project at 630 Scudder Avenue in Hyannis Port,.we will obtain ' certificates of insurance for Liability and Workmans' Compensation from each of the sub-contractors that we hire to perform work on this job site. . Sincerely, Constance McPheeters Jo n McPheeters . y The Commonwealth of Adassachlisetts Department ofrndustrial Accidents r Of�ce of IftVestigations' '> 600 Washington Street Boston, MA 02111 i ��y. wwl�.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Elet trice Print Lejjimb b Please print�,e ibl Applicant Information �Na:zne}-(Business/Organization/Individual); ,��lb•r +1 00Vre fa✓t� A�ddre's a SC Cj VA }�L Citty/State/Zi �d� G� (Phone:#:�3 r y ��� 6 3s - 9 fM� s T �} Are you an employer? Check the appropriateFboX: Type of pxoj6ct(required): .� y 1 am a general contractor and I 5 E]New construction 1.❑ I am a employer with ave hired the mb-contractors employees (full and/or part,tim.e).* listed on the'attached sheet. 7.. �]Remodeling 2,[] I am a'sole proprietor or'partrier-' These sub-contractors have g,'[]Demolition ship and have no employees employees and Have workers' 9, Building addition working for me in any capacity. comp insurance. [No worker's comp••insurance '10.❑Electrical repairs or additic required.) 5. ElWe are a corporation and its officers have exercised their 1 I.❑ Plumbing repairs or additic �/3.❑ I am a homeowner doing all work right of exemption per MGL 12.❑Roof repairs myself. [No workers' comp. c, 152, §1(4),and we have no i insurance required.] t 13.0 Other employees. [No workers' comp.insurance required.] *Any applicant,that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub--contractors and state whether or not those entities have cmployecs. if the sub-contractors have employces,they must providb their workers'comp.policy number. X am art employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. . Insurance Company Name: . Expiration Date: Policy#or Self-ins, hie.#: - Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (shoving the policy number and.expiration date). Failure fo secure coverage as required under Section 25A of MGL G. 152 can lead to the imposition of criminal penalties of a ftnq up to 3'1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fi 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 tlae bTA for insurance co veto e verificatioa, X do hereby cent unde pains and penalties ofperjury that the ! formation pravtded above is true and tort ect. Date:_-_ n — Simi e: u Phone #: / 326V 6;S Fl�ssuing'�AUthDrit�y ly, Da not write!n this area, to bmpletedby city or town official Permit/License # (circle one):�. RirilrlinpDeaartment 3. City/Town Clerk 4,Electrical Inspector S. Plumbing Inspector Information and. In ft .cti®us Massachusetts General Laws chapter 152 requires all employers to provide rworkers' of anoth r uuderon'for their.any contract o lDYcCs- �rc, Pursuant to this statute, an employee is defined as ...every person m,th Ckpress or implied, oral or written," or any o or An employer is defined as"an individual,partnership, associate legal eorestentativeon or s f aer edeceas dgal �employe,or the of the foregoing engaged in a joint enterprise, and including g p em to ees. However the receiver or trustee of an individual, partnership, association or other legal entity,employing p Y owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the er who employs persons to do maintenance, construction or repair work on such dwelling house dwelling house of anoth ll not because of such employment be deemed to be an employer. or on the grounds or building appurtenant thereto sha thhold th it nee MGL chapter 152, §25C(6) also states that"every state or local tru t b ild ngs lictmsing in the oimmonwealthsfor any r renewal of a license or permit to.,operate a business or to cons g applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7) states 'Neither the commonwealth nor any of its political subdivisions shall . enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this cbapter have been presented to the contracting authority.' Applicants Please all out the workers' compensation affidavit completely;by checking the boxes that apply to your situation and, if of necessary, supply sub-cont�actor(s)name(s),•address(es)and.phono numbers) along with their certificates) insurance. Limited Liability Companies or Limited Liability Partnerships (LLP)with no employees otthh er than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Bp advised that this affidavit may be subami nd ddte��Department d VicIndustrial a df affidavit tlshould Accidents for confirmation of insurance coverage. Also be sure to sign be returned to the city or town that the applica#ion 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 arc required to obtain a workers' ed be compensation policy,please call the Department at the nuinber listlow. Self insured companies should enter their self-insurance license number on the appropriate line. City or'T'own 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/hcense number which will be used as a reference number. rn addition, an applicant plications in any given year, need only submit one affidavit indicating ccurre Ut that must submit multiple permit/license ap in or policy information(if necessary) and under"Yob Site Address" The.applicant should write"all loco be rovided to the town); .A copy of the affidavit.that has been officially stamped or marked by the city or town may ch p applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out ea year. Where a home owner or citizen is obtaining license or permit not related Eo any business or commercial venture (i.e, a dog license or permit to born 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: TIC,, Commonwealth ofMassaGhusetts Deeputme:nt of Industrial Accidents Office, of Iuycsfigattlan$. 600 washingtnn St -cet Boston, MA 02111 Tel. # 617-727-490.0 ext 406 or 1-M-MAS.SAFB Fax #'617-72777749 ENER C Y CONSERVAT-ION APPLICAT>`ON FORM FOR ENERGY EFFICICZENC'Y FOP ONE- A.ND TWO-FAMILYDETACHED RESIDENTI.AL CONSTRDCTZON (780 crrn?61.00 Applicant Name: �Jp �4to-S Site Address: Zoo L prin''lLL Town: Applicant Phone: 317 3'"7k 6i 5� Applicant Signature: Date of Application; NEW CONSTRUCTION: choose ONE of the fcllowiu t`Wo'o Lions 780 CMR.TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TW, O-FAMILY BUILDINGS MAXI MINXMUM Ceiling or Slab Basement Perimeter Option 1: Fenestration exposed Wall Floor �amrdDcpth AFCJE HSl U-factor floors R-Value R-Value �PR�_-V�alun "Value P value National Appliance R-10 R-10) conscrYadonAct 35 R-3 8 R-19 R 19 4 ft.- 190 as onend°d,i cater as fpplicabl Note: This form is not required if you choose either of the two versions of REScheck as listed below ❑ Option ScheckVersion 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 f REScheck—Web which can be accessed at Wp'llwww energYcodes y/resche Ab7 Z O1VS bR A 'I ZA Z6%.TO �1L�•bMOS.O VE12 E3aSTZNC 5 BARS OLD *)Buildings under 5 years old•mu.st use option#1 or 42 in New Construction section above. Complete the following formula to determine the 0/6of glazing: (a) Gross Wall & Ceiling Area equals Formula:. (100 x b = a) SP 100 x - _ % of glazi.r 6 a (b) Glazing area equals SF If 'lazin js<:40%.uge the chart bbloW, If lazing is } 40 % rgcee,•d to "SUNROOIvt" section 780 CMR TABLE 6101.3 PR+SCRIPMT4 ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTINC LOW.-RISE RESLOENTSAL BUILDIN'CrS MAXIMUM MINM Ceiling and Slab P Fenestration ' 's�a1l Floor Basement Wall R Ekposod floors R_yalue R-value R-Value and U-factor R-Value 3 R-3 7 a R-13 . R-19 R-10 R-10, a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ce i iling area(ce not nsu ressed over exterior walls, and includin ar., access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the glazing area of said addition exceeds 40% of the combined gxoss wall and ceiling area c additi.ou. fill n i i f Con.ru_rner Information.Form (found in Appendix 120.P) I Town of Barnstable �z r o Regulatory Services Thomas F. Geiler,Director i YAAN6TAHLE, ' . MAS-9. Building Division °TFo hit a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 - - HOMEOWNER LICENSE EXEMPTION Please Print q DATE: / JOB LOCATION: village number_I J,�,� street ,.,HOMEOWNER": ��"� ST /CZ � 546.,i name home phone# work phone# �J CURRENT MAILING ADDRESS: / 00 4g, /,p A o e%: r city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied 1p e d dwelling rovided that the units owner acts as to allow homeowners to engage an individual for-hire who does not possess a , supervisor. {{ DEFINITION OF HOMEOWNER on which he/she r'esides.or intends to reside, on which there is, or is ure . to Person(s)who owns a parcel o�f'land 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. ed"homeowner"certifies that he understands the Town of Barnstable Building Department The undersign minimum inspection procedures and requirements and that he/she will comply with said procedures and rcGuiremrrits. Signature of Homeowner t e Approval of Building Official Note Tlu'ee-family dwellings containing 35,600-cubic feet,or l+grger will be required to comply with the State Building Code Section 127.0 Construction Control. r HOMEOWNER'S EXEMPTION The Code states that: "Any homcowncr performing work for w,htch a buiiding permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the.homeowne'r engages a Mon(s)for hire to do such work,that such Homeowner shall act as supervisor," unaware that they are assuming the responsibilities of a supervisor(see Appendix Q. Many homeowners who use this exemption are 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 hdshe understands the responsibilities of a Supery by isor. On the last page of this issue is a form currently used several towns. You may care t amend and adopt such a form/ccrtification for use in your community, BIKE„ Town. of Barnstable Regulatory Services IF F HAANaTAIILE, Thomas F. Geiler, Director hLA8.9. AF Building Division �D din Tom Perry,burl g Commissioner 200 Main Street,Hyannis, MA 02601 wvm,town.barastable.ma.us Office: S08-862-4038 Fax: 508-79( t, ., �.a fir,;.cq,� . t ,. .Y .. ..• .. :.Prop,er-f y USt Complete and .Si,gfn, 's Section. ff'Usin A B ilder as Owner of the subject property hereby authorize �a� G � to act on my behalf, in all matters relative to work utho d by this building permit application for, A* ( ddress of job) t s igna of/nOwn ate rYr prilit Name If Proper 'Uwner is applying fo permit please complete the . Homeowmrs License Exemption Form on the reverse side. Generated by REScheck-Web Software • Compliance Certificate Project Title: second attempt- EDIT1 Energy Code: 2009 IECC OCT 8 REUD Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 270 deg.from North Conditioned Floor Area: 1200 ft2 B Glazing Area Percentage: 16% y Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 630 Scudder Avenue John McPheeters Douglas Thomas Hyannisport,Massachusetts 02647 630 Scudder Avenue Lauren Strutman Architects Hyannisport,Massachusetts 02647 St.Louis,Missouri Compliance:2.1%Better Than Code Ceiling:Flat or Scissor Truss 720 $0.0 0.0 25 Ceiling:Flat or Scissor Truss 480 30.0 0.0 17 Wall:Wood Frame,16in,o.c. 910 19.0 19.0 28 Orientation;Right Side Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Right Side Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Right Side Window:Metal Frame,2 Pane w/Low-E 12 0280 3 SHGC:0.43 Orientation:Right Side Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Right Side Window:Metal Frame,2 Pane w/Low-E 12 0,280 3 SHGC:0.43 Orientation:Right Side Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Right Side Wall:Wood Frame,16in.o.c. '910 19.0 19.0 24 Orientation:Left Side Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Left Side Window:Metal Frame,2 Pane w/Lower 12 0.280 3 SHGC:0.43 ` Orientation:Left Side Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 �. Orientation:Left Side Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Left Side Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Left Side Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 Project Title:second attempt-EDIT1 Report date: 10/15/10 Data filename: Page 1 of 9 I SHGC:0.43 Orientation:Left Side Window:Metal Frame,2 Pane w/low-E 18 0.280 5 SHGC:0.43 Orientation:Left Side Window:Metal Frame,2 Pane w/Low-E 18 0.280 5 . SHGC:0.43 Orientation:Left Side Window:Metal Frame,2 Pane w/Low-E 18 0.280 5 SHGC:0.43 Orientation:Left Side Window:Metal Frame,2 Pane w/Low-E 18 0.280 5 SHGC:0.43 Orientation:Left Side Window:Metal Frame,2 Pane w/Low-E 18 0.280 5 SHGC:0.43 Orientation:Left Side Window:Metal Frame,2 Pane wl Low-E 18 0.280 5 SHGC:0.43 Orientation:Left Side Window:Metal Frame,2 Pane w/Low-E 18 0.280 5 SHGC:0.43 Orientation:Left Side Wall:Wood Frame,16in.o.c. 420 19.0 19.0 10 Orientation:Front Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Front Window:"Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Front Window:Metal Frame,2 Pane'w/Low-E 18 0.280 5 SHGC:0.43 Orientation:Front Window:Metal Frame,2 Pane w/Low-E 18 0.280 5 SHGC:0.43 Orientation:Front Window:Metal Frame,2 Pane w/Low-E 18 0.280 5 SHGC:0.43 Orientation:Front Door:Solid 21 0.320 7 Orientation:Front Door:Solid 21 0.320 7 Orientation:Front Wall:Wood Frame,16in.o.c. 420 0.0 19.0 28 Orientation:Back Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Back Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Back Window:Metal Frame,2 Pane w/Low-E 12 0.280 3 SHGC:0.43 Orientation:Back Window:Metal Frame,2 Pane wl Low-E 12 0.280 3 SHGC:0.43 Orientation:Back Window:Metal Frame,2 Pane w/Low-E 18 0.280 5 SHGC:0.43 Orientation:Back Door:Solid 21 0.320 7 Orientation:Back Floor:All-Wood JoisttTruss Over Uncond.Space 800 19.0 19.0 20 Floor:All-Wood Joist/Truss Over Uncond.Space 400 19.0 19.0 10 Project Title:second attempt-EDIT1 Report date:10/15/10 Data filename: Page 2 of 9 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 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed In the RESc/ieck Inspection Checklist. JO k4'c PL��s�1 0 C-11 SA b i-11D Name-Title Sign re Date Project Notes: Review-T.Varnum Philbrook,P.E. Note 1 -The basement is not conditioned Note 2-Ceiling insul(FG)not continuous Project Title_second attempt-EDIT1 Report date:10/15/10 Data filename: Page 3 of 9 Generated by REScheck-Web Software Inspection Checklist Ceilings: - ❑ Ceiling:Flat or Scissor Truss,R-30.0 cavity insulation Comments: ❑Ceiling:Flat or Scissor Truss,R30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-19.0 cavity+R-t 9.0 continuous insulation Comments: ❑Wall:Wood Frame,113m.o.c.,R-19.0 cavity+R-19.0 continuous insulation Comments: ❑ Wall:Wood Frame,16in.o.c.;R-19.0 cavity+R-19.0 continuous insulation . Comments: ❑ Wall:Wood Frame,16in.o.c.,R-19.0 continuous insulation Comments: Windows: f ❑ Window:Metal Frame,2 Pane w/Low-E,U4actor:0.280, For windows without labeled U-factors,describe features: #Panes Frame Typel Thermal Break? Yes No Comments: ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Panes • Frame Type Thermal Break? Yes No Comments: ❑ Window:Metal Frame,2 Pane w/Low-E,U4actor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-faclors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: 4 � Project Title:second attempt-EDIT1 Report date: 10/15/10 Data filename: Page 4 of 9 Vanes. Frame Type Thermal Break? Yes -- No Comments: ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features:- Vanes Frame Type Thermal Break? Yes No Comments: ©Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments- L) Window:Metal Frame,2 Pane wl Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Vanes - Frame Type Thermal Break?T_Yes No Comments: (� Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features:• Vanes Frame Type Thermal Break? Yes No Comments- ❑ Window:Metal Frame,2 Pahe w/Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments, L]Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No + Comments: ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor:0,280 For windows without labeled U-factors,describe features: Vanes Frame Type. Thermal Break? Yes No Comments: . ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: L1 Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No. Comments: L7 Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: -- L]Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No I Comments: Project Title:second attempt-EDIT1 Report date:10/15/10 Data filename: Page 5 of 9 0 Window:Metal Frame,2.Pane w/Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 0 Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U•factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: 0 Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 0 Window:Metal Frame,2 Pane w/Low-E,U-factor.0.260 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes_____No Comments: ❑ Window:Metal Frame,2 Pane w/Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes iNo Comments: ❑ Window:Metal Frame,2 Pane wl Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: 0 Window:Metal Frame,2 Pane w/Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: 0 Door:Solid,U-factor:0.320 Comments: 0 Door:Solid,U-factor:0.320 Comments: ❑ Door:Solid,U-factor:0.320 Comments: Floors: 0 Floor:All-Wood Joist/Truss C er Uncond.Space,R-19.0 cavity+R-19,0 continuous insulation Project Title:second attempt-EDIT1 Report date: 10/15/10 Data filename: Page 6 of 9 Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor:All-Wood Joist(Truss Over Uncond.Space,R-19.0 cavity+R-19.0 continuous insulation Comments: _ - Floor insulation is installed in permanent contact with the underside of the subfloor decking., Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped oeiling/sofft is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (0 Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Showeritub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Lj Vapor retarder is installed on the warn-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in.attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air duds,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three' equally spaced sheet-metal screws. Project Title:second attempt-EDIT1 Report date: 10/15/10 Data filename: Page 7 of 0 Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. ' Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: 0 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. LI For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: LI Circulating service hot water pipes are insulated to R-2. 0 Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: 0 Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. 0 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Ll A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: , (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage c=15 (d)50 lumens per watt for lamp wattage>15 and 40 k (e)60 lumens per watt for lamp wattage>40 k Other Requirements: Ll Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: 0 A permanent certificate is provided on or in the electrical distribution panel fisting the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:second attempt-EDIT1 Report date:10/15/10 Data filename: Page 8 of 9 �c 4 Project Title:second attempt-EDIT1 Report date:10/15/10 Data filename: Page 9 of 9 2009 IECC Energy Efficiency Certificate m� Ceiling/Roof 30.00 Wall 38.00 Floor/Foundation 38.00 Ductwork(unconditioned spaces): .. . Team Window 0.28 0.43 Door 0.32 NA .[ .. MOM Water Hester Name: Date: m Comments: ISLVC ems, k J Y y. PHILBROOK ENGINEERING & CONSTRUCTION 107 Beach Street,Dennis,MA 02638-1826 s Phone—508-385-8682 E-mail—Tvarnphil@MSN.com a: BUILDNG CONSTRUCTION Data: 13 September 2010 To: Mr.Jeffrey Lauzon Building Inspector—Town of Barnstable From: T.Varnum Philbrook,P.E. RE: McPHEETERS Boat Storage, 630 Scudder Avenue,Hyannisport,MA Dear Mr.Lauzon; I am submitting back-up information on the design review I performed for Lauren Stillman Architects concerning the new boat house. Based upon my review this work will follow along with the WFCM I &2 Family Construction Manual using Chp.3 Prescriptive Requirements. There are some areas that are not covered by the Chp.3 provisions. These were addressed using an engineered design analysis or the APA Narrow Wall Design guidelines IAW Para.5301.1.3. By construction this will be a fully sheathed boat ti house and as such nailing,attachments and proper sheathing layouts will require final checks to ensure compliance to the specified design and connection requirements. I continued using Engineered Design to address the Larger V-L and steel beams. By way of summary,these design requirements apply a.All high-wall&gable roof rafter seats will require Simpson 142.5 hurricane clips b. 1"x 8"high rafter ties or Simpson LSTA15 strap ties will be needed for rafter-to-ridge connections c.The Vera-Lam and steel beam framing include B-C CalcTM or EnerCalcTM checks for their applications. The 2°a floor steel beam requirements include thru-bearing for all beam posts..Simpson hangers are noted for the upper support beams and trimmers d.Anchor bolt spacing was standardized so as to not exceed 32"o/c or a minimum of 2 bolts per narrow wall pilaster. In order to get the 7"embedment length a minimum 12"bolt is needed for the double sill plate condition e.The upstairs end gable walls have 4 thin plywood panels that did not meet WFCM requirements. This wall construction,nailings and anchorage connections were addressed by the APA Narrow Wall method I will continue the use of this narrative format for 7*ed..jobs as an aid to highlighting key construction or work requirements. Please review the submittals and if you have questions or need more information please do not hesitate to contact me directly. Thank you. Respectfully, PO 9-5 4 �� ,�.anao M► OF T.VARNUM PHILBROOK,P.E. Cell;508-364-1301 T. VAR UM as: Encls. PHILBF400K —� MECHANICAL ;I No. 30690 rE,9fGISTt PHILBROOK Pa l-5 q ENGINEERING FIELD REPORT11NOflKSHEET Protect No: - 1016EACH 7REE1 GENERAL DESCRIPTION 7th P09-54 Narrative: Boat Storage/Studio Biulding w/ Oversize Garage, ---------- Screened Porch & Open Deck Location: McPHEETERS, 630 Scudder Avenue, Hyannisport, MA Construction: 211x 411/6" @ 16" o.c. Platform Frame w/ Concrete ------------- Foundation and Stick/EWP/Steel Framed Roofs/Floors. SPECIAL CONSIDERATIONS OF Use Group(s) : R-4 (Residential Accessory) ------------- Construction Type: V-B (unprotected) see separation below ;�, T. VARNUM _ _ _ _ _ __ 8 P#iILBROQK Misc or Comments o Plan Review, Note Sizing & Layout M NOHANlCAL H ----------------- o Design Reviews - Roofs, Beams, Headers & Supports w/ Connections & Shearwalls o Memo, Wind Notes & Certification 6A� E � DESIGN CONSIDERATIONS Soil Data: - Site Plan or Boring Log available: YES ---------- Preparer 'of plan or log: Sweetser Engr. #-12121 s - Direct Observation: NO ? from site; Loamy-Sand, Medium-Sand, No Gravel ' USCS = SP_ SBC Class = _-8- Specifics: Br(allow) = 2,400 lb/sq ft I w/ 20% allowable width increase j Fire Data: 1 hr Separation between Private Garage and Residential � --------- - Occupied Areas including walls & ceiling Loads SBC.Location #/sq ft Dui Note --------------- ------------ ---------- -------- ------------------------ I Garage - Boat Storage 50 1.0 Tbl. 5301.5 1st Floor 40 1.0 Tb1. 5301.5 2nd Floor 40 1.0 Tbl. 5301.5 Attic - Limited Storage 20 1.0 Tbl. 5301.5 Outside Decks 60 1.0 i Tbl. 5301.5 i Partitions: 2x4/6 . 12 1.0 Bear/Non-Bear I Snow - m = 3 & 6/12 30 1.15 Tbl. 5301.2(5) Wind - Speed = 110 MPH EXP = B Tbl. 5301.2(4) Height •& Exposure Coef. 1.00 Tbl. 5301.2(3) Ref Pres (Horiz) Zone 4 = -20 MWFRS Tbl. 5301.2(2) Ref Pres (Horiz) Zone 5 = -28 C&C Tbl. 5301.2(2) Roof Pitch > 10" to 30" MRH = 27 ft Garage - 2 Story Ref Pres (Vert) Zone 1 = -18 MWFRS Tbl. 5301.2(2) Ref Pres (Vert) Zone 3 = -36 C&C Tbl. 5301.2(2) Roof Pitch > 10" to 30" MRH = 18 ft Garage - 1 Story Ref Pres (Vert) Zone 1 = -18 MWFRS Tbl. 5301.2(2) Ref Pres (Vert) Zone 3 = -36 C&C Tbl. 5301.2(2) Loadings 1st Floor 2nd Floor Attic Roofs Deck LIVE LOAD I 50 40 40 20 30 30 60 I --------- ----I------- ---------- -------- ------------------------ I DEAD LOADS 50 12 12 8 9 9 7 Misc EWP Products, 211x 811/1011 Stick Roof & Ceilings DESIGN TOTAL ( 100 55 55 30 40 40 70 w/ round w/ 5% on DL Tbl. 3.4 i NET UPLIFT = (10° to 30'.) ( ) - .67( . ) _ lb/sq ft -236 16" o/ w/ Attic/Ceiling (-36) - .6 x (20) _ -24 lb/sq ft -287 per tail Wood-Frame Const. Manual 1-2 Family - Chp 3 'Prescriptive Method & ; ,Engineered Design (IAW Para. 5301.1.3) w/ 7th ed. Values & ASCE 7-051 PHILBROOK ENGINEERING&CONSTRUCTION 107 BEACH STREET Project: McPHEETERS Boathouse DENNIS, MA 02638 Project No: P09-64 1-508-385-8682 Date: 13 September 2010 BUILDING LAYOUTS o Foundation & Plan Layout Review - 10 SEP 2010 by Lauren Strutman Archs Wood. Frame C_onst. Manual�1-2 E'amily Chp 3; Prescriptive Method for 110 MPH Exp. B USING Zone structures for the 2nd floor, Boathouse & Porch o Layout Design Zones& Mean Roof Heights Length Width Story MRH Zone 1; Bedroom Story 40 18 1 27 Zone 2; Boathouse 40 40 2 18 Zone 3; Porch 12 20 1 15 o Assign Aspect Ratios - 2 Ways L/W W/L -5N Zone 1; Bedroom Story 2.22 0.45 Zone 2; Boathouse 1.00 1.00 OF Zone 3; Porch 0.60 1.67 T. INUM o Determine Primary Method of Design by Zone & Note Special Conditions WIL RBRO0 p�111K Zone 1; Bedroom ,Story - WFCM 1&2 Prescriptive Chp. 3 AND Engineered �HgyICAL End Walls Portal Framed - APA Narrow Wall Bracing Method No. 30690 Zone 2; Boathouse - WFCM 162 Prescriptive Chp. 3 AND Engineered for End Wall Reductions Zone 3; Porch (separate) - WFCM 1&2 Prescrptive Chp'.3 for 1 Side only E� o Determine Anchor Bolt Type, Number & Spacings Prescriptive Table 3.2B & C 5/8" Anchor Bolts, Exp. B (pg. 144) Story Length Bolts Width Bolts Zone 2; Boathouse 2 40 13 * 40 13 Zone 3; Porch 1 12 5 * 20 7 MAX. Spacing = 39" o/c, reduced to 32" o/c & Total No. of 5/8" bolts — 63 * This will be subject to needed off-set & corner bolts. See plan.notes. o Define Shear Lines - Roof & Ceiling - Prescriptive Tables 3.17A & 3.17B (pgs. 169 & 170) Height Ratio Wind Req. Len Eff. Len Zone 1; Bedroom Story 1081, 3'�:1 perp 3.0 12.0 a. (w/ H/8) (3111) parll 7.1 0 (endj b. o Define Shear Lines - Roof, Ceiling &, Flr - Prescriptive Tables 3.17A & 3.17B Height Ratio Wind Req. Len Eff. Len Zone 2; Boathouse 132" 3't:1 perp 15.0 19.0 c. (w/ H/8) (3811) perp 12.1, .,.. 12.3. d 144" (38") parll 15.3 15.5 a. (w/ H/8) (4111) parll 16.7 20.0 a. Zone 3; Porch 120" 3't:1 perp 2.0 (w/ H/8) (3411) parll into house Fa. UON IAW Tbl. 3.17D nail spacing at edges to be 6 o/c w/'1'/2 CD% & 1/2 GWB/Plaster 7 b. 2nd Floor_Front/Rear Gable Walls Gable Portal. Walls - APA Narrow Wall Bracing Method Lapping Header/Plates/Block Minimum Wall Length to Full Height Plywood = 16" (6:1) & Actual Wall Lengths to Full Height Plywood = 24" & 28" (-4.2:1) Therefore REDUCE NAILING of all boundary edges to 3" o/c (stagger on 2/211x6s) , and provide Simpson MSTA24 straps on gables--e inside opening faces c. Refined Rear Boathouse Shear Line Using .74 Factor from Tbl. 3.17D X Required Length Therefore nail sp acing_at edges to be 4" o/c w/ 7/16" CDX & 1/2" GWB/Plaster d. Refine Rear Boathouse Shear Line Using .60 Factor from. Tbl. 3.17D Therefore nail__spacing_at edges to_be_3" o/c w/ 7/1.6" CDX & 1/2" GWB/Plaster GENERAL DESCRIPTION L7 th ed. P09-54 Narrative: Boat Storage/Studio Biulding w/ Oversize Garage, ---------- Screened Porch & Open Deck Location: McPHEETERS, 630 Scudder Avenue,, Hyannisport, MA DESIGN ANALYSIS: LWood Frame ConstManual 1-2 Family -�Chp�3; Prescriptive Method in EXP B �� Rafters; 2"x 8" KD SPF @ 16" o/c - Upper & Lower Roofs (Tbl. 3.26C) Wul = (30 + 10) lb/sq ft no finished ceiling Allowable Span = 1414" > 10'0" max OK by by Table Rafter/Ceiling Joist Lap; m = 6/12 (Tbl. 3.9A & 6B for 5 & 7/12 pitch) 5 ea 16d Box nails OK by Table Rafter Lateral & Uplift; 2"x 8" @ 16" - Upper Roof (Tbl. 3.4 <8 ft) = 236 lb & 176 lb/nail & Nn = 4 ea 16d Box and Simpson H2.5 Clips (365 lb in SPF) OK by Tbl. & Mfg. Headers; 2/2"x 8" KD SPF in Load Bearing Walls (Tbl. 3.22B) For 510" Openings @ 1st & 2nd Floors OK by Table 2/2"x 8" KD SPF in Non-Load Bearing Walls (Tbl. 3.23B) For 610" Openings @ Both Floors (w/ mull, stud) OK by Tbl. Interp. Jack Studs; 21'x 6" KD SPF (Tbl. 3.22F) For Both Floors up to 410" Opening use 1 OK by Table For Both Floors up to 610" Opening use 2 OK by Table King Studs; 3 ea 21'x 4" KD SPF (Tbl. 3.23C note 1 - Tbl. 3.23D) For Both Floors up to 410" Opening use 1. OK by Tbl. Interp. For Both Floors up to 610" Opening use 2 OK by Table 1st Floor Joists; 2"x 10" KD SPF @ 16" o/c for 10' spans (Tbl. 3.18B) Wul = (40 + 15) lb/sq ft Allowable Span = 1416" > 1010" max. OK by by.Table _.-� ',Engineered Design (IAW Para. 5301.1.3) for Wood & Steel Beams/Posts Ceiling Joists; 2"x 10" KD SPF @ 16" o/c for 18' spans ML @ 30"+) Wul = (20 + 10) lb/sq ft w/ ceiling. Allowable Span = 19' 10" OK by TJ-Beam 2nd Floor Joists; 11.875" AJS-140 Series @ 16" o/c run continuous Wul = 1.33 x (40+15) = 73 lb/lf 3 Spans; 1316: is maximum. Fasten to rims OK by Mfg. Tbl. Cross 2nd Floor Beams; 3.5"x 11.875" 2.OE BCI Versa-Lam - Run continuous Wul = (40+15)x 1 + 100 + (30+20)x 281/2 855 lb/lf 3 Spans; 141 , 12' & 141 . Mmax = 14,450 ft-lb f(b)req = 2,108 PSI Fb = 3,180 PSI w/ Cd = 1.00 &depth Run BC-Cale to check loads & deflection DEFinax = .59" (w/ 85%) DEFact = .42" OK - BC CalcUR Front Garage Beam; 3.5"x 16" 2.0E BCI Versa-Lam (Linear & Point Loads) Wpl = (40+15)x 141/2 + 120 = 505 lb/lf for 0'-8' Pt = 5,111 lb @ 810" from end of Cross Beam 1 Span; 1610" ' Mmax = 38,397 ft-lb ?Dq.5 f(b)req = 2,687 PSI Fb = 3,180 PSI w/ Cd = 1.00 & depth Run BC-Cale to check point loads & deflection OF DEFinax = .681, (w/ 85%) DEFact = .71" OK - BC Calc® �K ti T. V_''^)t!M Gam' PHrI..'i ()OK '=+ MCC 1, 1 'AL ONAL sS! I ; !Engineered Design (IAW Para. 5301�1.3) for Wo /P od & Steel Beamsosts Steel Transfer Beams; W10x39 ASTM Grade 50 - Sized for both locations Wpl = (40+15)x (14'+12.51)/2 = 730 lb/lf for 916" - 2716" 2 Pts w/ 12,310 lb @ 916" & 2716" 1 Pt w/ 2,250 lb @ 1010" (for future 1 Ton.hoist & gear) 2 Spans; 2010" & 1716" Mmax = 67,500 ft-lb DEFinax = .85" w/. .85 DEFact = .48" OK - EnerCalcW. Cross Support Beam; 3.5"x 14" 2.0E BCI Versa-Lam - Run continuous Wul = (30+20)x 121/2 + 15 = 315 lb/lf 4 Spans; 151 , 91611, 1016" & 5' Mmax = 14,450 ft-lb 2 Pts w./ 3,500 lb (max) @ 14' & 26' f(b)req = 2,108 PSI Fb = 3,180 PSI w/ Cd = 1.00 & depth Run BC-Calc to check loads & deflection DEFinax = .64" (w/ 85%) DEFact = .42" OK - BC CalcV Walled Columns; 41'x 8" #2 Doug-Fir w/ Fc(ll) = 1,400 PSI; E = 1.6x 10(6) PSI Pend @ 'Post = 6,800 lbs Leff = 1210" w/o blocking f'c(ll)req = 259 PSI L/d = 26.2 old NDS Zone III F'c(ll)allow = 699 PSI @ Cd = 1.0 OK by design Columns; 41'x 6 #2 Doug-Fir w/ Fc(ll) = 1,485 PSI; E = 1.6x 10(6) PSI Pctr @ Post = 8,100 lbs Leff 916" w/o blocking f'c(ll)req = 421 PSI L/d 32.6 old NDS Zone III F'c(ll)allow =. 451 PSI @ Cd = 1.0 OK by design Walled Columns; 6"x 10" #2 Doug-Fir w/ Fc(ll) = 700 PSI; E = 1.6x 10(6) PSI Pend @ Post = 32,300 lbs Leff = 1210" w/o blocking f'c(ll)req = 618 PSI L/d = 26.2 old NDS Zone III F'c(ll)allow = 699 PSI @ Cd = 1.0 OK - BC ColumnV Foundation Bearing; Col Width + 4•x Wall 't' Bearing = 41" (3.5 lf) Total Weight = Column Point plus Contributary Wall & Floor = 32,300 lb + 3.5'x (125 + 100 x 7.51) lb = 35,365 lb Bearing Area = 1.33' x 3.5' = 4.7 sq ft Soil Bearing = Total Weight/Area = 6,886 lbs NG - overload Install Dedicated Footer Pads in Foundation Line Areq = Pmax/(Sb-125) = 15.5 sq ft or 16 sq ft Therefore; 12"x 410" square pad w/ 6 ea #4 EW OK by design Po9-sy OF c T. VaRNu�+ g PHI'-BROOK MECHANICAL No. 30690 .o E IONAL E ®Boise Cascade Single 2 x 8 SPF #2 Joist1J01 BC CALC®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, September 06, 2010 Build 440 16 OCS Repetitive Member construction File Name: Cross Floor Beam's Job Name: McPHEETERS Boat Storage Description: J01 Address: Specifier: City, State, Zip: Hyannisport, MA Designer: T.Vamum Philbrook, P.E. Customer: Company: Philbrook Engineering Code reports: NLGA Misc: Project No: P09-54 ! -� -1I11121111111 �I I I I I I I I I I II 1 I I 1 1 1 1' 111 I l i II Il I I I I I I } II ! 18-0aoo BO,4" 131,4" LL 87 Ibs LL 87 Ibs DL 120 Ibs DL 120 Ibs Total Horizontal Product Length=18-00-00 Live_ Dead Snow Wind Roof Live OCS(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115%u 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 18-00-00 0 10 16 2 Unf.Area(pso L 05-09-00 12-03-00 20 0 16 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,124 ft-Ibs 85.0% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 193 Ibs 19.8% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U237 (0.885") 101.3% 1 1 output as evidence of suitability for Live Load Defl. U449 0.467" 80.2% 1 1 particular application.Output here based ( L 3 on building code-accepted design Max Defl. 0.885" 88.5% �0 1 1 properties and analysis methods. Span/Depth 28.9 n/a Q k 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 4"x 1-1/2" 207 Ibs 8.1% 8.1% Spruce Pine Fir or ask questions,please call P (800)232-0788 before installation. B1 Wall/Plate 4"x 1-1/2" 207 Ibs 8.1% 8.1% Spruce Pine Fir BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD- BCI®, Cautions BOISE GLULAM-,SIMPLE FRAMING Member is insufficient to carry loads for Code minimum load deflection at limit of U240.. SYSTEM®,VERSA-LAMB,VERSA-RIM PLUS®,VERSA-RIM®, Notes VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade,L.L.C. Design meets arbitrary(1")Maximum load deflection criteria. Page 1 of 1 ®Boise Cascade Single 3-1/2" x 11-7/8" VERSA-LAM® 2.0 3100 SP ,Floor l3eam\Fl301 BC CALC®3.0 Design Report-US 3 spans No cantilevers 0/12 slope Friday, September 03,2010 Build 440 File Name: Cross Floor Beams Job Name: McPHEETERS Boat Storage Description: FB01 Address: Specifier: City, State, Zip: Hyannisport, MA Designer: T. Vamum Philbrook, P.E. Customer: Company: Philbrook Engineering Code reports: ESR-1040 Misc: Project No: P09-54 1 2 I 1 1J d 1 l t 1 I I iIIIiIriil1liiGi iiiiiii iiiiiiiia 1400-00 12-00-00 140a00 BO,3-1/2" 131,7-1/4" B2,7-1/4" B3,3-1/2" LL 255 lbs LL 629 lbs LL 629 lbs LL 255 lbs DL 2,389 lbs DL 5,745 lbs DL 5,745 lbs DL 2,389 lbs SL 2,467 lbs SL 5,933 lbs SL 5,933 Ibs SL 2,467 lbs Total Horizontal Product Length=40-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 40-00-00 40 15 01-00-00 2 Sidewall Unf. Lin. (pif) L 00-00-00 40-00-00 0 100 n/a 3 High&Low Roofs Unf. Lin. (plf) L 00-00-00 40-00-00 280 420 n/a. Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 13,924 ft-lbs 56.9% 115% 13 3-Intemal Completeness and accuracy of input must Neg. Moment -14,922 ft-lbs 61.0% 115% 19 2-Right be verified by anyone who would rely on End Shear 4,001 lbs 44.1% 115% 13 1 -Left output as evidence of suitability for Cont. Shear 5,932 lbs 65.3% 115% 19 3-Left particular application.Output here based Total Load Defl. U395(0.418") 60.7% 13 1 on building code-accepted design 0.224" 48.9% 13 1 properties and analysis methods. Live Load Defl. U736 ( ) Installation of BOISE engineered wood Total Neg. Defl. U-2,116(4068") 11.3% 13 2 products must be in accordance with Max Defl. 0.418" 41.8% 13 1 current Installation Guide and applicable Span/=Depth 13.9 n/a 1 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER®,AJSTM', BO Post 3-1/2"x 3-1/2" 5,111 lbs 49.1% 55.6% Douglas Fir ALLJOIST®,BC RIM BOARD- BCI®, B1 Beam 7-1/4"x 3-1/2" 12,306 lbs 0.5% 64.7% Steel BOISE GLULAM- SIMPLE FRAMING B2 Beam 7-1/4"x 3-1/2" '12,306 lbs 0.5% 64.7% •Steel SYSTEM®,VERSA-LAM®,VERSA-RIM B3 Post 3-1/2 x 3-1/2 5,111 lbs 49.1/0 55.6/o Douglas Fir PLUS®,VERSA-RIME �� �� o o g VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade,L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 1 T.Vamum Philbrook,P.E. Title: McPHEETERS Boat Storage Job#P09-54 PHILBROOK Engineering Dsgnr: Thomas Douglas Date: 10:25AM, 4 SEP 10 Description:Steel Transfer Beams 107 Beach Street Dennis,MA 02638 Scope: 1-508-385-8682 Rev: 580008 User:KW-0600325,Ver 5.8.0,1-Dec-2003 Multi-Span Steel Beam Page 1 (c)1983-2003 ENERCALC Engineering Software multi3.ecw:Calculations Description P09-54 McPHEETERS General Information Code Ref:AISC 9th ASD, 1997 UBC,2003 IBC,2003 NFPA 5000 Fy-Yield Stress 36.00 ksi Load Duration Factor 1.00 Spans Considered Continuous Over Supports Span Information Description Transfer Beam Span ft 20.00 17.50 Steel Section wlox39 wlox39 End Fixity Pin-Pin Pin-Pin Unbraced Length ft 9.00 9.00 Loads Live Load Used This Span? Yes Yes Dead Load k/ft 0.050 0.050 Live Load k/ft Dead Load k/ft 0.200 0.200 ` Live Load k/ft 0.530 0.530 Start ft 9.500 End ft 20.000 7.500 Point#1 DL k 5.750 5.750 LL k 6.600 6.600 @ X ft 9.500 7.500 Point#2 DL k LL k - 2.250 @ X ft 10.000 Results Mmax @ Cntr k-ft 61.41 27.50 @ X= ft 9.47 7.58 Max @ Left End k-ft 0.00 -67.95 Max @ Right End k-ft 67.95 0.00 fb:Actual psi 19,351.3 19,351.0 Fb:Allowable psi 21,600.0 21,600.0 Bending OK Bending OK fv:Actual psi 5,293.7 5,017.7 Fv:Allowable psi 14,400.0 14,400.0 Reactions& Deflections Shear @ Left kI 6.72 15.68 Shear @ Right k 16.54 3.02 Reactions... 2.70 12.61 DL @ Left k 4.02 19.61 LL @ Left k 6.72 32.22 Total @ Left k 12.61 1.66 DL @ Right k 19.61 1.36 LL @ Right k 32.22 3.02 Total @ Right k -0.477 -0.130 Max.Deflection in 9.20 9.68 @ X= ft 503.0 1,621.4 Span/Deflection Ratio Query Values Location ft 0.00 ' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear k 6.72 15.68 0.00 0.00 0.00 0.00 0.00 0.00 Moment k-ft -0.00 -67.95 0.00 0.00 0.00 0.00 0.00 0.00 Max.Deflection in 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i ®Boise Cascade Single 3-1/2" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam1F1303 BC CALC®3.0 Design Report-US 4 spans No cantilevers[0/12 slope Monday, September 06,2010 Build 440 File Name: Cross Floor Beams Job Name: McPHEETERS Boat Storage Description: FB03 Address: Specifier: City, State,Zip: Hyannisport, MA Designer: T.Vamum Philbrook, P.E. Customer: Company: Philbrook Engineering Code reports: ESR-1040 Misc: Project No: P09-54 - 15-00-00 09-06-00 10-06-00 05-00-00 BO,5-1/2" 131,5-1/2" B2,5-1/2" B3,5-1/2" B4,3-1/2" LL 72 lbs LL 1,916 lbs LL 1,744 lbs LL 415 lbs DL 6 lbs DL 918 lbs DL 3,450 lbs DL 2,436 lbs DL 1,620 lbs SL 154 lbs SL 1,146 lbs SL 2,669 lbs SL 1,496 lbs SL 1,735 lbs UP 141 lbs Total Horizontal Product Length=40-00-00 Live Dead_ Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 40-00-00 20 30 06-00-00 2 Steel Beam Conc. Pt. (lbs) L 14-00-00 14-00-00 2,000 1,500 n/a 3 Steel Beam Conc. Pt. (lbs) L 26-00-00 26-00-00 2,000 1,500 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 6,404 ft-lbs 14.9% 115% 2 1 - Internal Completeness and accuracy of input must Neg. Moment -7,465 ft-lbs 17.4% 115% 2 2-Left be verified by anyone who would rely on End Shear 1,570 lbs 12.8% 115% 2 1 -Left output as evidence of suitability for Cont. Shear 4,130lbs 33.8% 115% 2 _1 -Right particular application.Output here based Uplift 141 lbs n/a 1 4-Right on building code-accepted design / properties and analysis methods. Total Load Defl. U1,870(0.094) 12.8/0 2 1 Installation of BOISE engineered wood Live Load Defl. U3,279(0.053") 11.0% 2 1 products must be in accordance with Total Neg. Defl. U-5,601 (402") 4.3% 2 2 current Installation Guide and applicable Max Defl. 0.094" 9.4% 2 1 building codes.To obtain Installation Guide Span/Depth 11.0 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALC®,BC FRAMER®,AJS-, Bearing Supports Dim.(L x w) Value Support Member Material ALLJOISTO,BC RIM BOARD-,BCI®, B0 Beam 5-1/2"x 3-1/2" 2,136 lbs . 14.8% 14.8% Versa-Lam 1.7 BOISE GLULAMT"' SIMPLE FRAMING B1 Post 5-1/2"x 3-1/2" 8,034 lbs 49.1% 55.6% Douglas Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B2 Post 5-1/2"x 3-1/2" 5,676 lbs 34.7% 39.3% Douglas Fir PLUS®,VERSA-RIM®, g VERSA-STRAND®,VERSA-STUD®are B3 Post 5-1/2"x 3-1/2" 3,771 lbs 23.0% 126.1% Douglas Fir trademarks of Boise Cascade,L.L.C. B4 Post 3-1/2"x 3-1/2" 160 lbs 1.5% . 1.7% Douglas Fir Cautions Uplift of 141 lbs found at span 4-Right. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 1 Boise Cascade Single 5-1/4" x 14" VERSA-LAM@ 2.0 3100 SP Floor Beam1F13O2 BC CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Friday, September 03,2010 Build 440 File Name: Cross Floor Beams Job Name: McPHEETERS Boat Storage Description: FB02 Address: Specifier: City, State,Zip: Hyannisport, MA Designer: T. Vamum:Philbrook, P.E. Customer: Company: Philbrook Engineering Code reports: ESR-1040 Misc: Project No: P09-54 I I I I I I I i 1 1 3 1 1 1 1 f 1 1 1 I I I I I I I 1 1 1 1 1 1 I 16-00-00 1. BO,3-1/2" 131,3-1/2" LL 6,259 Ibs LL 5,106 Ibs DL 3,523 Ibs DL 2,598 Ibs Total Horizontal Product Length=16-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 16-00-00 40 10 10-00-00 2 Cross 2nd Floor Beam Conc. Pt. (Ibs) L 08-00-00 08-00-00 2,725 2,390 n/a 3 2nd Floor Joists Unf. Lin. (plf) L 00-00-00 08-00-00 280 225 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 43,202 ft-Ibs 99.2% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 8,286 Ibs 59.3% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U262(0.711 ) 91.5% 1 1 output as evidence of suitability for Live Load Defl. U416(0.449") 86.6% 1 1 particular application.Output here based Max Defl. 0.711" 71.1% 1 1 on building code-accepted design rties and analysis methods. Span/Depth 13.3 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 Post 3-1/2"x 5-1/4" 9,782 lbs 62.6% 71.0% Douglas Fir or ask questions,please call B1 Post 3-1/2"x 5-1/4" 7,704 Ibs 49.3% 55.9% Douglas Fir (800)232-0788 before installation. BC CALC®,BC FRAMERS,AJS-, Notes ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(L1240)Total load deflection criteria. SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets Code minimum(L/360) Live load deflection criteria. PLUS®,VERSA-RIM@,. Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Cascade,L.L.C. LPage1 of 1 i ®Boise Cascade Single 6 x 10 DFL #2-Beam BC COLUMN®3.0 DESIGN REPORT-US ASD 12'0"Column In Wally Non-Repetitive Build 440 File Name: Main Columns Job Name: Description: Address: Specifier: City, State;Zip: , Designer: Customer: Company: Code reports: WCLIB Misc: Updated: Monday, September 06, 2010 16:27 Load Summary Live Dead Snow Wind Roof Live 9•5" Tag Description Load Type Start End 100% 90% 115% 133% 125% Column —in Wall , _' 5.5" 1 Center Post Conc. Pt. (Ibs) 12-00-00 12-00-00 19,600 6,600 6,000 Bracing Elevation Sheathing Top 12-00-00 Left-Right Front-Back 07-03-00 Front-Back 03-08-00 Base 00-00-00 Load 1 Controls Summary Value %Allowable Duration Case Top Col. Compression n/a 93.3% 115% 2 12'0" Slenderness Ratio 10.36 20.7% 100% Cautions Design does not consider perpendicular to grain stress on the sill plate or other supporting member. Notes A generic column cap was used in the analysis of the column. Make sure to install and size the cap. BC Column is intended for use with gravity and out of plane lateral loading only Design is based on member being used as a column only. Disclosure e completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence o suitability for a particular application. The output above is based upon building code-accepted design properties and 7,3„ analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes.To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO,BC FRAMER®,BC10,BC RIM BOARD"",BC OSB RIM BOARD'"',BOISE GLULAM'",VERSA-LAM®, VERSA-RIM®,VERSA-RIM PLUS®,VERSA-STRAND-,VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade,L.L.C. 3'8" Not to scale Page 1 of 1 Mr. Tom Perry 9/12/2009 Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 Affidavit of intended use of detached boat garage with seasonal family living quarters. Mr. Perry My wife and I are seeking a building permit for an additional structure on our property at 630 Scudder Avenue in Hyannis Port. My wife has spent time in Hyannis Port every summer of her life and the same is true for our children. We purchased the property at 630 Scudder Avenue in 1981 and came to the Cape over the next two years to build our house. We would like to add a detached boat garage with seasonal family living quarters. This structure will be-used to store and work on our 33' 1961 sailboat and as seasonal overflow when our children come to visit (we have three adult children, two are married and have children of their own). This structure would be strictly for family use and would never be rented. We have provided a sketch of the intended,plan and we're currently working with a St Louis architect to convert the sketch into.a proper plan. We will then employ a Massachusetts architect and structural engineer to complete the drawings and submit them for a permit. We have also retained a local civil engineer to work on a septic plan and permit. Thank you for your consideration of this matter. Sincerely yours, John and Connie McPheeters 630 Scudder Ave Hyannis Port, MA 02647 508 778 4669 700 South Price Rd St Louis, MO 63124 314 378 6394 johnmcpheeters@earthlink.net 4 v a`� �r Roma, Paul From: John McPheeters Uohnmcpheeters@earthlink.net] Sent: Wednesday,August.26, 2009 10:56 AM To: Roma, Paul Subject: Re: 630 Scudder Ave Thanks Paul We'll redesign accordingly On Aug 26, 2009, at 9:31 AM, Roma, Paul wrote: > Hi John, > The Commissioner, Tom Perry, reviewed the drawings and the affidavit. > The only concern is the kitchen which would allow two residences on > the > property. The kitchen cannot be there; the rest of the project is > feasible. > Paul > -----Original Message----- > From: John McPheeters [mailto:johnmcpheeters@earthlink.net] > Sent: Wednesday, August 19, 2009 11:43 AM > To: Roma, Paul > Subject: 630 Scudder Ave > Paul > Has there been any reaction to the sketch and affidavit that we > presented to the Building Commissioner for review. I've met with an > architect to begin to refine the plan, but I don't want to proceed > without feedback from your department. > > Thanks, John McPheeters 1 i S F i /�L t� ��_ � " V k f V J yr.^. F +�q.� .�,� �"t..+w*.• •r�M'b. �•*� .. a 4 •� �. •. �uil,dti �Mlkk 5Ioyle?- • •a jj"• '` ; '.�,e. f .•,. MFu[�,t,..r %' �^'� ,w• .++ !..Isx; �.,+.,+«y't isu.,r. ::4.s`�'�C �`.!"�.,,�, '�' '•_- �,'] i, l tt3K 4- �s 40'S. ,f �rtv 1 s � r t Mr.Tom Perry 9/12/2009 Building Commissioner - Town of Barnstable 200 Main Street Hyannis,MA 02601 Affidavit of intended use of detached boat garage with seasonal family living quarters. Mr.Perry: My wife and I are seeking a building permit for an additional structure on our property at 630 Scudder Avenue in Hyannis Port. My wife ha's spent time in Hyannis Port every summer of her life and the same is true for our children. We purchased the property at 630 Scudder Avenue in 1981 and came to the Cape over the next two years to build our house. We would like to add a detached boat garage with seasonal family living quarters. This structure will be used to store and work on our 33' 1961 sailboat and as seasonal overflow when our children come to visit(we have three adult children,two are married and have children of their own). This structure would be strictly for family use and would never be rented. We have provided a sketch of the intended plan and we're currently working with a St Louis architect to convert the sketch into a proper plan. We will then employ a Massachusetts architect and structural engineer to complete the drawings and submit them for a permit. We have also retained a local civil engineer to work on a septic plan and permit. Thank you for your consideration of this matter. Sincerely y urs, VIU7 John and Connie McPheeters 630 Scudder Ave Hyannis Port,MA 02647 508 778 4669 700 South Price Rd St Louis,MO 63124 314 378 6394 johnmcpheeters@earthlink.net ov 4 rl M -}77 c v L v/ tr t— s - A- Qotj �� oii Willi fhe CSL holder's license who will be performing f the RUNNER'S HIC, along with the sub-contractor's he project. This will confirm when an inspection is called ieir own CSL who works for the major company, and they with their CSL License number to perform the work or on the building permit is the signed company or ogether with the residential homeowner, along with the forming the work or supervising. You will only have to registration, which is required by law (142A). -5225 or e-mail me: JOHN C. MCPHEETERS Mr. Thomas Perry 4/18/11 Building Commissioner Town of Barnstable' 200 Main Street Hyannis, MA 02601 Request for extension to Building Permit #201004893 Dear Mr. Perry By this letter we are requesting an extension of our building permit for our project at 630 Scudder Avenue in Hyannis Port. The permit number is 201004893. The winter weather and business consideration that kept me away from the Cape have delayed our start a little. We plan to get this project started in the near future. Thank you for your consideration of this matter. - Sincerely yours, r� �v 1 n 1 I/Va1/)•i John and Connie McPheeters 630 Scudder AveUZI Hyannis Port, MA 02647 co °' 508 778 4669 700 South Price Rd St Louis, MO 63124 314 378 6394 johnmcpheeters@earthlink.net 700 SOUTH PRICE ROAD SAINT LOUIS, MO 63124 TEL: 314 993 6526 FAX: 314 993 6975 E-MAIL:johnmcpheeters@earthlink.net ° v..p 40 \j Y QJ a0 k c , w _ - r SIC L E : "� se , ,G Gcerh IED 04.0r / A"/:,Y TOP -CO UM DA T A8oVIE 401U moo/A./r /4/ GOAD FO)? J G Nitl l"-c %/E r Tz s ^'!mil/IV/M U/✓! OU/G.D/A/G 5E7-0,4C,I-- 0.47-G /"1A ,E Lwl ,jl>� .l9&':3 3v FeOAJ7- /5 5/ate �S )eFA.�? 12E,F .2E.N `T. F?L,4.At. - GG . 35., p,A�;',E &•L'_ , RSHINE2EBy c�rznFy /�-�.a�r�,yE EX�sr- ' '!/VG x o uvDAT/o v L o c-4T/ON/S coRz--CT ,,��►sre3orr����+ . ENGINEERING AS-5-q.0�1/A1AA1D GOn/FOeMS w/na Tt/6 '" �A' /� =�" $U/[.1D/NG SETFSAC.� PEiPEME.VTS DESIGN]NG � '•�; � ,OF OF. C6/-I i2 AJ 57'.4(3 L E.. BUILDING - � • , ' ---- -- _ _ � w r to :i `5`A� ;385 c 2831 DENNIS, MASS. T i:7Pl� j7::.11'A$ c.s..�� x-72 F/LE No.. l -43.2 .; �:w.� ..� „i.: � •�. ..t #..� f�a.r } :.., a i:;ir->V.F� i�l,a °P'� Say t`,1,' �r�P^.x'%x4 ty.,� ��q�n � _ .� ��i� a -.+.._ T;_: fA�... TOWN OF BARNSTABLE BUILDING DEPARTMENT Z DAH37T : TOWN OFFICE BUILDING � rua �6 � 1q• � HYANN S 1 .MASS. 02601 '�o rn�r►� : t r + MEMO TO: Town Clerk FROM: Building Departmen//-a DATE: � y An Occupancy Permit has been issued for the building authorized by BuildingPermit #....:.... .. � ......._.............................................................................._..................... .... ......._. issued to z U /r�ivC. �� ...:.0 .��� '!.eC. ..........:.:..... Please release the performance bond. . f��/L,,, /�,,gyp sc.• /L��� sor'sc-:ap and lot number .o�.> �... y.:�.1 r/t!<... r1� e�4 a IC S C oSTE M MUS d BE O�THE TO Sewage Permit number .......r...CR 77Z. ?..":................. NSTALLED IN COMPLIANCE WIT House number ....�. �..P.......f` 1............:.............................. . ENVIRONMENTALg ��� '° � �0�1LE � AHB9TODL rasa $�$§"0� � e o'aTEa YPY aye TOWN' OFBARNSTABLE. . # BUILDING , INSPECTOR APPLICATION FOR PERMIT TO ....0W....0 fd--(D&.1..X.A.I:F.... q TYPE OF CONSTRUCTION . .:o�XC?...W.k . •5..�.�L,�C�F..� ,? .. .................................. ' ............ ....................... �vf TO THE INSPECTOR OF BUILDINGS: The. undersigned hereby applies for a^permit according to the following information: , Location ... .a.3......��. ;RV6......... .............. Proposed Use S.1.CIqlelu4Y)'?.d1. ....T- :....................................... ........................... ......................:.. Zoning District .... .1........................................................Fire District ....Nawm' ... Name of Owner 4���r. : .V.�� ).`� .......Address ,pp��ppXX � C� . .. Gt,c,O —� Name of Builder��.....�T�1...�,!'.1 ...............Address ... ....r'C.�!.!.. .�...r.l:. .�.. .4..4�.....................C50� Q ( C1 Name of Architect cl.t..`!.. �`�- I.��.......................Address lJ.� �... 4 .f�2.. I.ya�. JUI�� ��� . ...... ..... ......................... Number of Rooms ......1.D.....::..............................................Foundation 1.1 . Exte��ior ��-�T.. �G.iT1l s1,1...u"`' . .. .�( }�.iu......Roofing l Y ?`h.`'t�..:'! '`' �.. .... .�.(r . I i17. ` ' Floors YV. .......................................................................Interior 1 .W)4'11 `�" Vjow . .... .................................... .... ............... t Heating ....CA .... ............ .... .........Plumbing ....�... ��fk.l4.krV!�5.................................. Fireplace ..... `1.L..........................................................Approximate Cost ..'.S.54.0.ov........................................ Definitive Plan Approved by Planning Board ---------------i----------------19________ Area . ..5�.. ". Diagram of Lot and Building with Dimensions Fee rr SUBJECT TO APPROVAL OF BOARD OF HEALTH 'OCCUPANCY PERMITS. REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . . ............................................................. • Construc ion Supervisor's License . ��.......... . ........... F MCPHEETERS, CONSTANCE / $ �• ......9.19 Permit for .l.?...St...Y................. 9, Scudder Avenue - - - ................................................................. Location Hya nisport, •-- `tr•, .............. .......................................................... •, ..-� r - r*-` 1 , Owner Constance McPheeters -- -. ................................................................ Frame -- ✓ ; T e of Construction - ........ ........................ ...................................... Plot ............................. Lot. .............. - - I ? Permit Granted ...... ..............................19 8 3 ._�. - _ Ddte of Inspecti .. . 1.9d�/� .. Date Completed ..�A . Jy - Assessor's map and lot number . �. �� �`�...:��/1.:h!:... ypi TN E t0 -/`f d „ Sewage Permit number Z BAB39TABLE, i House number ..... .. �- SAM p 1639. \00 a YPY a. TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....:.:........ ... TYPE OF CONSTRUCTION 11 F. .�.......x......................ti : •. }:...J J.......'....!... .............:...................................... j g�yypp ............C2) ........................19L 3... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .. ...... .�{f 1. 'L .....� ......... I l T(�'.L -At— ... . ..V��1....��...?:............... ................................... i ' 1 ProposedUse ....... ........... .............................. .................................................................... Zoning District .... .Fire District ��........1 Name of Owner .�-�'fr� l.,d l�� ..... CU?���° E r .......Address .r.l.. �:���X........... S ...� Name of Builder I.l ( I•IC2��(, C��.��� Address �. �-F,.,,�'�Cil:.. .! !../ �� �( �fi(f�.� �}�,� .... .. Name of Architect !.� l�.,tl� t� f�..l. '}� q !„!��.t��[! I?.. >.!. ��: ........... Address ..... Number of Rooms ....... :D..................................................:..Foundation CL na(d. , i Exlerior .1.t�C:... !ZF�1 e lC ... .� �� .%�......Roofing � ..: rirl ��I(] ..... 1.1.� ..C�. Floors ! .....................',..................................................Interior ...! �.�........................................w 00i -!................................ Heating .,�C. .. ....................................................Plumbing ... .. .� t.� L1�. .x?............................:...... ..... ..... . Fireplace ..... T41.� :............................................................Approximate Cost .. ......-�. C.. ���........ ......... Definitive Plan Approved by Planning Board _____________ �� � �=` ��.:........ ------ -- 19 - ---. Area ............................. . Diagram of Lot and Building with Dimensions Fee `'�r�..:..................... .......... SUBJECT TO APPROVAL OF BOARD OF HEALTH i , p !� r v OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. -' M Name .... ........... Construction Supervisors License Q����- '_---__TE-_, _---__'__ _ -- _ 1 � 2 l� S . — .~ —~---..~-----. � c.ud a e,r..�JJe—Jlmg............................. Location . s.p.ar.t.................................. -------'~-----------------'' Constance MoPbeetero [�vnur --------______________ ' Frame � Type of Construction .......................... ' --------.------------------ . � . . P|ct --------- Loi ----------.. Permit Granted Aoril-0x................... g83 ' Date of Inspection ------------lP Dote Completed ...................................... � ` . � - | | ' / | 6' Assessor's map and lot number ............1...... . .. ..... THE fft�SYSTEM MUST 8 Sewage Permit number. .................................................. COMPLIAN ', 1fV'T" TITLE5 t 333AR"IST LE, ODE Hovse7 number. .....5.-i ..K......................... ............... ............ C MAG&039 Ito Ar, TOWN -OF BARNSTABLE B.M.LDING INSPECTOR APPLICATION FOR PERMIT TO .....U.0 T!D........A...... ............................................................................. TYPE OF CONSTRUCTION ....WON........Ellklfi............................ . ..... .........................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ........5.a r.........PoT......Mu..................................... ......... .. ................................................. ProposedUse .....5T.0 U. - C-C............................................................................ .......................................................... Zoning District ....... .....................................................Fire District ........ ......................................... Name of Owner T0W10.......t1rf(f(;�(;,TMSO....................Address ....518�.....5.VUppff,&......AM....14)ftwualwv Name of Builder ...Qt.f7T&)6-(......e......WnWT...........Address .....0 A Y ......Wwkm...... Nameof Architect .......M.W.t............................................Address .................................................................................... Number of Rooms ..........I...........................................Foundation J.1kUNA-1..................................................... Exterior .....C(--e'VAL........5.!nj L)CkE...........................Roofing ....A504696......1.0.R....!40.0............................. Floors ...... . .................................................................Interior .................................;................................................... Heating iea in .g ..... .......................:................................Plumbing ......N,OVE........................................................... Fireplace ......NO f............................................................Approximate Cost .....I.P.00...0.3.................................... Definitive Plan Approved by Planning Board --------------------------------19-------- - Area ... ........................... 'PIr at Diagram of Lot and Building with Dimensions Fee .......... ....j........................... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the To h garding the above construction. Nam . ... . . ................................................. Construction Supervisor's License . .G 6 .................. McPheeters,John No ....31059.. Permit for ..... storage ........... ................................ shed ............................................................................... Location _.LQB: Scudder Avenue ................................................................ ........................... .................. Owner ................J.o.hn...M........cPh.e..e..ter.......s.................... Type of Construction ... frame ....................................... ...................................................................... -plot ............. .............. Lot ....................... .......... August 7 87 Permit-Granted ...................................19 Date of Inspection ...................................:19 Datei Completed 19 Assessor's map and lot number .. AP. 7�.) a u.fT..'" G �'�.,. .�.........../.....�.... ..�-, � THE � Sewage Permit number ..................................... � ' Z BABHSTABLE, i House.,number .... ................................................................... 90 roes 1639. 9� 'F0 MPY A,- TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... ;)t.(; } .. ..... ............................................................................. TYPE OF CONSTRUCTION ...10.0.0....... r tl�................................................. .. ....................................... 1 . .. ..................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following informati//o.�n: Location .......(;� ..........PLO.........CLAk-j � 9� 9 V S (U e�hl .N./��........... ................................... ................................................................................... ProposedUse .....f`a.D).A.ArIr.....................................................................................:...................................I......................... Zoning District .......;f.�.t;;l.....................................................Fire District ........!:.�!:. .!{ !!! .j .......................................... Name of Owner ...... r„1'#F . , .f;.......................Address �?Sst� ? t.......( ��� ................................. ............................... Name of Builder ...W. ...........Address ..� ' ........ Ir'fl?.....1 . ....... ........................ Nameof Architect ....... J:�............................................Address .................................................................................... Number of Rooms ..r ' <.....................................................Foundation .. re:�s.( 1, :..,..................................................... Exterior C. t.........5.9.{.,(,�,a�:� �:...........................Roofing .... �1.'�P��?`14�€,{ ......�ff.....�*?���� ............................. 'Floors .... 0.10..................................................................Interior .................................................................................... � �} , Heating ........... c...........................................................Plumbing ...... ( M .:........................................................... r Fireplace ........ .o..�.f-............................................................Approximate Cost .....�..e�.:.....�................................................ Definitive Plan Approved by Planning Board --------------------------------19________. Area ... .. . ?.... .................... Diagram of Lot and Building with Dimensions Feenn SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of�'Bar sta garding the above construction. ! Name....... r ........................................................... Construction Supervisor's License ... .' ........... McPheeters, John A=287-014-001 No .......31059 Permit for ......s.tQ)CagQ............... e ..................shed..................................................... Location .. Scudder Avenue _ ...... ....................................... ............................. .......................... _ Owner John McPheeters .................................................................. Type of Construction frame ........................... ............................................................................... Plot ............................ Lot ................................. Permit Granted .............August..7.........19 87 Date of Inspection ....................................19 Date Completed ......................................A 9 , e r 1 Permit:No � B-0id ng Inspector ]W"3Tw Cash !°"`Y OCCUPANCY -,PERMIT, Bond -_ v 6 ' Constance McPhge6i � z Issued to• ;' Addres -t .Se<.d T AveNiue:; Flyanzz Tspor Wiring Inspector. i� ^�' '� Inspection date . ` - J `.Plumbing Irisgec`tor. :. "' In date Gras Inspector � �' Inspection date ;r Engmeermg Depa}tment c`Tr nspe nt', II ctio, ate Board of-Health, Inspection'date s j THIS PERMIT WILL NOT`BE VALID, AND THE'.BUILDING 4SHALL.NOT BE-,OCCUPIED .UNTIL; SIGNED-,BY_THE ,BUILDING-INSPECTOR UPON;,`SATISFACTORY'COMPLIANCE WITH TOWN - a . 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