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0233 WIANNO AVENUE
y ,q p t y e � e,.,_ S b ; � �. 4 \� ! { 1 I t � i { l "� � o o { f c r F { �' � L �} �} �, �. s t7 Wianno (60' Wide Punllc Way) Ave , ZONE. e .,or Nugent RC Area (min.) 43,560 SF Frontage (min) 20' Width (min) 100' S31-21'30T Setbacks: 700.00' Front 20' Side 10' Rear 10' I I I i I , I I I I I � e I i I ' FLOOD ZONE: I � N I � � I I Zone C a Ln Community Panel No. porch #250001 0016 D July 2, 1992 I 4 o O 9Vi Nt ASSESSORS REF.: N I w _ D " Map 140, Parcel 139 OOddtt II.S . b 5•ty � �c P.opcf,eA Ij OVERLAY DISTRICT: ! AP — Aquifer Protection District As Shown on Plan Entitled "Revised Groundwater Protection Li le Overlay Districts" — April, 1993 N C ' �pN ;t•a s n ._ done ? .�. .. _ d o � NOTES d 1.) The structures shown were located on the ground F by conventional survey methods on (or between) 081AUG102 and 011AUG103. a° P' 0 2.) The property information shown hereon was compiled from available record information and does not represent on actual on the ground survey. 3.) This plan is not for recording and is not . to be used for construction layout or deed description purposes. PLOT PLAN IN BAR NSTABLE c (Osterville) 1j MASS. DATE: 20/OCT/03 SCALE: 1"=30' 0 95 ,30 45 60 FEET PREPARED FOR: Stephen Pellegrino PREPARED BY: • 0. 7 Parker Road Osterville MA 02655 DWG #: C558gl FIELD BY.- WHK/MDH (508) 420-3994 / 420-3995fox TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION pp Ma Parcel ' A licatio � p Health Division Date Issued AWK 1 r) Conservation Division Application Fe Planning Dept. Permit Fee L02,OD Date Definitive Plan Approved by Planning Board Z�s- '_ Historic - OKH Preservation/Hyannis Project Street Address 2 w1a/11AP Ave Village 71-. Owner '�a' �I ��� Address 2�3 V✓�(it_�(� �7`-�O� Telephone n Permit Request Tp R" I l 4 S'C fle4 e D t'---r S'((A � Square'feet: 1 st floor:'existing'. Wp�sed 2nd floor: existing proposed T/Z Total new 7 Zoning District = Flood Plain Groundwater Overlay Project Valuation Construction Type INS r Lot Size 0 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family `j t Two Family ❑ Multi-Family (# units) Age of Existing Structure r Historic House: Yes ❑ No On Old King's Highway: ❑Yes *0 Basement Type: 11)kull Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 14 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing in new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: kexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ .Appeal # Recorded ❑ Commercial ❑Yes 4No If yes, site plan review# ge Current Use j Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) IJ, � Name kepAA (c C��S Telephone Number _c 2 00 Address 1 f� ��� 0 d 5 (ft-r R "Ii.T License # `2® O ( , Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION 111 DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CA 5_ l 14- SIGNATURE, i DATE V I I ,r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED { MAP/PARCEL NO. - ADDRESS a VILLAGE,, OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION qqq FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH ' FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations IY 600 Washington Street Akrlt� Boston, MA 02111 yy� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Naive (Business/Organization/Individual): '��/�(�� �—' VI 49n 0 � Address: City/State/Zip: � A+- Phone M �0 i—M Are you an employer? Check the appropriate box: Type of project(required): 1.�am a employer with 4•'�`I am a general contractor and I 6 New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g, 0 Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp. insurance comp. insurance.t required.] 5. We are a corporation and its 10.❑ Electrical repairs or additic 3.El I am a homeowner doing all work officers have exercised their 1 I.❑ Plumbing.repairs or additic myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs required.] t c. 152, §1(4);and we have no insurance re q ] employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box 41 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. 1Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy andjob site information. er Insurance Company Name: i 1-p ��/ n Policy#or Self-ins. Lie.#: t/(le $ 7 �_I Z Expiration Date:6 Job Site Address:?37 City/State/Zip:e2Mr r-1 k Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify ender thepains andpenalties ofperjury that the info rmationprovided above is trite and correct. Signatureot�ci� � Date: 2�( b Phone.#: Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: _ Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their eiployees. Pursuant to this statute, an employee is.defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a.deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed.to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political Subdivisions shall enter into any contract for the performance of public work until acceptable evidence-of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a.policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit.. The affidavit should be returned to the city or town that the application for the pen-nit or license is being requested,not the Department of Industrial.Accidents. 'Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple pennit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required.to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 TO. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 . Revised 4-24-07 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONF_ AND TWO-FAMMY DETACHED RESIDENTTAL'CONSTRUCTION (780 CMR 61.00) Applicant Name: ��L-.Dr1 Site Address; print ' Town:. Applicant Phone: 6 �� Applicant Signature: ZoZ Y" ate of Application: NEW CONSTRUCTION: choose ONE of the-followin g two*options) 780 CMR.TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS M -xorMUM MT21tMUM Ceiling or Basement Slab ❑ Option 1: Fenestration exposed Wall Floor. Wall perimeter A•UE HSPF U-factor floors ' R Value R-Value R-Value R-value R:Value and De th National Appliance•Ena 3 S R-3 8 R-19 1Z 19 R-10 R-10) Consc"Aon kct(MAR 4 ft.• 1987 as amcndcd,minim catcr as npplicabic Note; This form is not required if you choose either of the two versions of REScheck as listed below. 0 Option 2! REScheck Ve-rsion 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck--Web which can be accessed at http://www.tnergyrDdCS.gov/rtscht-,ck/ ADDI'X ONS:0I2 AL'I'�RAT):O1�S.T0 EX[S'I)I 4G LLD IGS.OVER 5 REARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following-formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a) ' SF 100 x — _ % of glazing (b) Glazing area equals . SF b Q If 'lazin is<40%.use the chart below. If glaiiiag is> 40 %prQcc6d to "SUI4ROOM" section' 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING. LOW-RISE RESIDENTIAL BUILDINGS MAXI qW NffN V.fUM Ceiling and .. Slab Perir ❑ Fenestration gxposcd floors -Wall Floor Basement Wall R-Vah U-factor R-Valfl R-Value R-value R-Value and De .39 R-37 a R-13 : R-19 R-10 R-10,. 4 a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area i,e.not compressed over exterior walls, and including an access o enin s . ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the tot glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of t �\ (/ addition. ��// Note: Owner to fill out Consumerb ormation Farm found in'Appendix 120.P f VLEr T-awn of Barastalb-le Regulatory Services ` MABS. "Thomas F_ Geiler,Director t6 hua�sq � �o Building bivision Torri Perry, Building Comri-issioner . 200 Main Strcct, Hyannis,MA 02601 www.town_barnstable.ma.us Office: 508-862-4038 Fax: 508-79( Property Owanier Must Complete and Sign This Section If Using .A Builder as Owner of the subject.properry hereby authorize kenC14 11 r)- toe 1(f 02011 to act oa rrzy behalf, Lo.all matters relative to work authot7zed by tbis building permit application forIV (Address of job) signature of Owner Date pele� Print Name If Property Owner is-applying folr permit please complete the Homeowners License Exemption•F'orm on the reverse 's'ide. Tow). of Barnstable of THE r�y� Regulatory Services Thomas F. Geiler,Director � 'A Building-Division issq. Pr"CFO - Tom Perry,Building Commissioner 200 Maid-Styee_t;.Hyannis,MA 026.01 vt'ww.t o w n.b arnsta b l e.ma.us Office: 509-962-4038 Fax: 508-790-6230 fiOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street'• village _ --'140MPOW.NER": name home phone# work_pbonc# ., CURRENT F.tAiLING ADDRESS:- city/town states rip code The current exemption for"homeowners" was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as suncrvisor. DEFINMON OF HOY,EOIV ER Pcrsou(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to- be, a one or two-family dwelling, attached or detached structures accessory to Such use and/or farm structures, A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that'he/she understands the Town of Barnstable Building Dcpartspcnt minimum inspection procedures and requirements and that he/sbc will comply with said procedures and rcquixrmcuts. Signature of Homeowner Approval of Building Official Note: Thrce-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EJCEMYTION The Code stales that "Any homeowncrpatorming work for which a building perrmt is requiredshall be exempt from the provisions of this section'(Section I D9.1.1 -Licensing of construction Supervisors);provided that if the homcown•a engages a persons)for hire to do such wor that such HomcownQ s11311 act as supavisor." on arc unaware that they art assurrdng the responsibilities of a supervisor(see Appendix Q. Many horrrcownas who use this rxartpti Rules&Regulations for Licassing Construction Supervisors,Section 2.1 S) This lack of awareness bft=results in serious problems,particularly when the homeowner hires unlicensed persons. In this ease,our Board cannot proceed against the unlicatscd person.as it would with a licensed Supervisor. The homcownct acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responnbilities,many communities require,as part of the permit application, that the hDmeoWner ecrtifY that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a.form cumcngy used by several towns. 'you.May cart t amend and adopt such a fonrikcrtifieation for use in your eonmiunity. 6 / 17 /09 2 : 15 : 23 PM 4170 12 03/03 CERTIFICATE OF LIABILITY INSURANCE 6/17/2o 9 �. PRODUCER (508)540-2400 FAX: (508)289-4111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Murray & MacDonald, Insurance Services, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 0 MacArthur Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bourne MA 02532 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A.Quaker Special Risk Kendall & Welch Construction Inc INSURER B:Safety Insurance 39454 874 Main Street INSURER c:Liberty Mutual Ins Corp PO BOX 490 INSURER D: Ostervi le 14A 02655 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OFSUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR D'L POLICY NUMBER PICY EFFECnVE YYYY) LIMITS LTR D OF U OATOLE MMlDD/WW POLICY EXPIRATION DATE MMIDDI GENERAL LIABILITY EACH OCCURRENCE $ 11000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occluLturencel, $ 50,000 A X CLAIMS MADE OCCUR LHB10000343 6/15/2009 6/15/2010 MED EXP(Any one person) $ 5,000 11 PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 nX POLICY PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) B ALL OWNED AUTOS 5055064 6/15/2009 6/15/2010 BODILY INJURY $ 250,000 X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY X NON-OVMEDAUTOS (Per accident) $ 500,000 PROPERTY DAMAGE (Per accident) $ 100,000 GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ C WORKERS COMPENSATION V R STATT- OTH- AND EMPLOYERS'LIABILITY ANY PRO PRIETORIPARTNERIEXECUTIVE❑ E.L.EACH ACCIDENT $ ZOO 000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) RC131S354774028 6/15/2009 6/15/2010 E.L.DISEASE-EA EMPLOYE $ 100,000 If yes,descnbe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Falmouth DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN 59 Town Hall Square NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Falmouth, MA 02540 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE -� S Harrington, CIC/SMH ACORD 25(2009101) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025(200901) The ACORD name and logo are registered marks of ACORD 1778 OL Boar��ui c n e la/on'-1�ns =ahar s One Ashburton Place e Doom 1301 Boston, Massachusetts 02108 Home Improvement-Contractor Registration Registration: 128405 Type: Partnership Expiration: 4/5/2011 Tr# 282001 KENDALL &WELCH CONSTRUCTION . DAMON KENDALL -- P:O. BOX 490 - OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. Address [) Renewal 7_1 Employment F Lost Can PS-CA1 0 O 4OM•08/08-OBSSLIFORMCA108212008 ✓fie •fJ'..rn ,, a�✓�aaaacfucae�l6 Board of Building Regulatiol and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 128405 . Board of Building Regulations and Standards Expf!ation: .:4/5/2011 Tr# 282001 One Ashburton Place Rm 1301 . Tygie Partnership Boston,Ma.02108 KENDALL&WELCR.CONSTREJCTION DAMON KENDALL 54 KOMPASS DR. FALMOUTH,MA 0253- :`. '" Administrator Not valid without signature f f Massachusetts- Department of Public Safet% Board of Building Regulations and Standards Construction Supervisor License .License: CS 70086 Restricted.to: 00 r DAMON L KENDALL 5 48 KOMPASS,DR FALMOUTH, MA 02536 Expiration: 11/21/2010 ('ummivioner Tr#: 6479 BUILDER -- — — /� m :X: (P' n A A 0 w O m < i XO� mI�1zA 03 JOB ADDRESS to O A O I� o f lz ml y OA N i m W m A m m .... ..... n T p � LO RAJ m d N n m m E m ° o � X AD ?c -n A N n ....... : N z r � m D z o z D A d j ..-----'-----; � Gl D < D m D 13 p 3 ul NOTE DESIGN .I..: :::_......�. ................\� ::ANV Q ° m m O r Ac m b b z S Cl A pf� —may - r' m r p A I,.:- - - - O w zp 3-2XIOb Pi I i --.......... TYP. IY DIAM:GONG.FILLED u m TUBE ON 24"X24"XI2"FTG. 10 d OR E UAL. �i A o^ t--"' O `-TTP.HANGERS `un t 7 I I O N \\ .t 6.9•• �0 O Ty..DBL. 2XI0•a D =1, O p -n X A :::::.. `) I y m:<n O m 2 D m 1 3 O z A, z =A I o p A (p?oD. m If V W L 10 z ................ O N fj A _i � X P D U N N m A: I'M, doo _ 1> (c D<> ul m m ' M vo �ai 48" BELOW GRADE D Eg O I b \\\ \ Amy o= N AO m L m n= y - I N E B G - N .4 mA @ A X i = y A \ LP m z , N o 3 z o D N A N = z z C y(1 Ll D zo A \ Z ,U mm FT, i VV i V a�n n o (60' wade PuDiic way) Ave . ZONE: Eugc of Yuva/nenf RC i j Area (min.) 43,560 SF' 1 Frontage (min) 20' j Width (min) 100' S31'21'30"E g � Setbacks: 100.00' ° Front 20' Side 10' Rear 10' I , I , � I I � 0 I I � I , I , , N FLOOD ZONE: I Zone C Ln Community Panel No. ' Pam #250001 0016 D ry July 2, 1992 f ' o i En ° I 1 7 �P, W i u ti 4��ry a) 0- Id in ASSESSORS REF.: Map 140, Parcel 139 II,S o T� q h�drl Popa;e.r-t i , 2-Cct�gPatct�,. , � � 1 J JJ �d ; OVERLAY.DISTRICT: AP — Aquifer Protection District As Shown 'on Plan Entitled �pl "Revised. Groundwater Protection V Overlay Districts" — April, 1993 • N C Z� NOTES: N 3 1.) The structures shown were-located on the ground d by conventional survey methods on (or between) 08/AUG/02 and 01/AUG/03. ,�rP y - if 2.) The property information, shown hereon was a� o�1P compiled from available record information and does not represent on actual on the ground survey. 3.) This plan. is not for recording and is. not to be used for construction layout or deed description purposes. PLOT PLAN IN BARNSTABLE a (dsterville) OKQ MASS. DATE: 201OCT103 SCALE: 11=30' 0 15 J0 45 60 FEET PREPARED FOR: Stephen Pellegrino PREPARED BY: • • • • • 7 Parker Road Osterville MA 02655 DWG #: C558gl FIELD BY. WHK/MDH (508) 420-3994 / 420-3995fox TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel r. Permit# 4r. Twl Health Division QDOeI —/°7 i / a�i �O� �f=• Date Issued 12—I2-9 Conservation Division I Z- `�— ' h: ',�: ., Application Fee Tax Collector nA Permit FeedZ10 I Treasurer • :•�;�r/ Planning Dept. HOUNWIMSYSTEM Date Definitive Plan Approved by PII�W�)�ng oaLa rd " Historic-OKH 111�I Q(�� P'rerva on 1H annis Y Project Street Address � C�) (1� ��Y�l� Village Owner D� � c� LAddress Telephone a Permit Request Fs , 1' . ' +_ Square feet: 1 st floor: existing N-10 proposed 2nd floor: existing _l SLI proposed 1 Total new Zoning District Flood Plain Groundwater Overlay Project Valuation LI (.D 2 Construction Type WOO Lot Size 0,4 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family El Multi-Family(#units) Age of Existing Structure_M +n &V Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑N# Basement Type: XFull ❑Crawl ❑Walkout Xother Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 5 new Half:existing new Number of Bedrooms: existing H new Total Room Count(not including baths): existing Is new�_ First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: XYes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Xexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name O I kc Telephone Number �4�,�{ '�SWO Address Ss• T V1C'� License# 07(o�S0 Home Improvement Contractor# IWQ 3D Worker's Compensation# So gn ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ZZ d FOR OFFICIAL USE ONLY T 1 '',PERMIT NO: ; != DATE ISSUED _ ? MAP/PARCEL NO. ADDRESS VILLAGE 1 OWNER F DATE OF INSPECTION: ° } FOUNDATION 4 FRAME INSULATIONd- s , FIREPLACE + -� -x ELECTRICAL: ROUGH FINAL - Y a PLUMBING: ROUGH FINAL t' GAS: ROUGH FINAL «� FINAL BUILDINGdo DATE CLOSED OUT . co rs ASSOCIATION PLAN NO. r I � I , �r s RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 ZX7 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq. foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00. >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee proicost 6 BOARD OF BUILDING,REGULATIONS t n^ 3 k License�",G0, TRIJCTION 5UPE V�yOR, �Numbe CrS 076850' 1 1Blir� daft: 07��/2Q 973!• I six it s 0 '/20 005, Tr ng: 134.7.6.` _ Re tri-ted 00 JESSE P CAPg10�� —� 333 SERVICE RD �"y' 5•" ;,,,y �SANDWICM MA 02�63 s I �1dmi►il�rator, odards Board of ui!iug�oo4 nauaeQ2 HOME IMPROVEMENT CONTRACTOR ReaiBtsetLQ(1i 130830 200.6 xpirkon - 12� s ' r y4�Ke •Ing�v�dual i .,� JESSE P.CAPRIQ i JESSE CAPRIO �,'t: .n t 333.SERVICE;RD'` °� G_ G.a. u,✓ . � 5AN INICH,'MA.02563'�•. ' ' Adquui6t�ator ' 12/06/04 MON 11:16 F4X 617 476 3833 FMTC U 002 Dec 06 04 09:30a 0.1de Cape Building Cc Inc 5004207327 p.2 Town of Barnstable ° ReWpla--to -y Services YAM 3 eaxrr Thomas F.Geiler,Director • Building Division . Tom.Perry, Building CommMoner 200 Min Sft4 Hyaffiis,MA 02601 pf ce: 508-8624038 Fax: 508 790-6230 Property 0wriex Must ,Complete and Sign This Section If Using A Builder etafthe•aubjectj=op ,. ._._...- - hereby authorize L - . .to'%Ct bn m�,behalf,. iu all utters zdz&e to work authorizeAby this b g•pett k-applkatioa;for (Addzess Of Job) r a tore of Date hiatName .....n el0l1'i�►JCYipi'RM1C CT17N I The CoMmonwealth of Massachusetts - Department of Industrial Accidents =_ = OfffCV of10YOStIffVZOos 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit name Sr,r,(A`1 1 �ocatzon Crl�J city ��` "� 1� t /y " k 0�� vhone# ❑ I am a homeowner performing all work myself ❑ I am a sole etor and have no one worlds in ca act /% %%////%%/%%%/%%/%////%O/%%%%%%%%%%%/%%%%%%//%%%%%%//%//O////////�%�%�%///� K e I providing workers' compensation for my e 1 es working on this job. 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'..SSx. +t;:•+:�+}•3,rS:C:L:vw.,J.:n;.fy-...r ..;r... .,,,)i�,,,.,, t,. a `4 ;;i r ,.y rr.'•`.4:;::..{.;K:•.%t•vn•. ..,..r.....:...:..,;....» v:.}..�r. ., ,SLt: >\r}J,Kw.u.4na{...;,4Y,;}t�'¢�:%`•ti:{�}:,ha$S:Y;�rr.'nc'.x.}w}.L�f,Y�. w.R'raRe6Cn:-.;.v:h.:.d:».o.>'\Yy:r'�3.},>.n:..:x}:k:•ri{?t«yr:LF.:. �r Faituo a to secure coverage as required under Section 25A of MGL 152 can lead to the iasposidon of abninnl penalties of a Sne up to S1,500.00 sad/or ont yam,hnprisonsneat as Well as civil penalties in the form of a STOP WORK ORDER and a Ste of SI00.00 a day against me: I understmd that a copy of this statement may be forwarded to the OMce of Investigation of the DU for coverage veridcadon. I do hereby certify pains and penalties of perjury that the information provided above is grin cud eo red Date I I `Lz- - Signature ss Phone# 5� -y -� '�'3- Print name oincial use only do notwrite in this area to be completed by city or town oindal city or town: peradt/ll ❑Licenscensi ceme# (:]Building Department ing Board is required ❑Selectmen's Office ❑check if immcdtate responseq. []Health Department eantactpenon: phone#; der ttevisad 9195 PW Town of Barnstable �OFYME T�,S, Regulatory Services 9sAMSTA ta,$ Thomas F. Geiler,Director %639• Building Division rED MP'� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date • AFFIDAVIT HOME TIYIPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. ,�-- Type of Work: Estimated Cost A y4 i V1 Address of Work: Owner's Name: �QP Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS FULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PER1URY I hereby apply for a permit as the agent of the owner: 1 j 2Z Dy P.S� 0 �a�61 Date Contractor 14ame Registration No. OR Date Owner's Name lip CMR AppmdU! TabIr J- -lb(eoatlaaed) with gcssfl Fuels pmeriptive Pxetciga far a.ae snd Two-Fx=11y Rcsideat 4 Haildtag�8extrd 14fI•P hium r y{dlF10or Haaempa Slab aArcs'('/.) U-valued R-vauR-value R-value R-�=fR-vsluaPipe 5701 to 6500 Hosting Degrt�paw60.40 38 19 lg - 6 1z'/. 03Z 30 6 ES AEUfi R 12'/. 0.50 3E 13 19 10 MIA Normal T 15%. 036 3E 13 25 NIA 6 Normal ' 1 S'/. 0.46 3 8 19 19 10 NSA ES AFUE U 13 25 NIA E5 AFtIE 15% 0.44 33 6 Y 19 10 W 15'/4 0.52 30 13 19 9 NIA NIA Normal X Iay. 032 3E NIA Normal Y 19% 0.42 38 19 25 NIA 6 90 AFtflr 18'/, 0.4Z 3E 13 19 10 6 gO.AF(IE z 1g 14 f0 AA 18% 0.50 30 1, ADDRESS OF PROPERTY: 74An Z- SQUARB FOOTAGE OF ALL EXTERIOR WALLS: 3. LJARE FOOTAGE OF ALL GLAZING: ~��' 4, a/. GLAZING AREA(#3 DIVIDED BY 02)� 5, SELECT PACKAGE(Q--AA-see r'hart above): DETERMINING gNERGY REQUIREMENTS . NOTE: OTHER MORE INVO 5�U METHODS I5 INFORMA . ARE AVAILABLE, A BUILDING INSPECTOR APPROVAL: YES; N0: q-forms-980303a TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 140 139 GEOBASE ID. 7548 ADDRESS 233 WIANNO 4VINUEPHONE OSTERVILLE # ZIP - a LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 73447 DESCRIPTION ADD ATT GAR RENOV 1ST AND 2ND FLRS PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: JESSIE P CAPRIO Department of ARCHITECTS: G/33e �y Regulatory Services TOTAL FEES: $&9€ BOND � ' :CONSTRUCTION COSTS $254,240.00 tftE 434 RESID ADD/ALT/CONV 1 PRIVATE 0_ 1 * BAMSTABLE, * G' MASS � f t B I ISION P DATE ISSUED 12/08/2003 EXPIRATION DATE ? f TOWN OF BARNSTABLE BUILDING PERMIT » - f PARCEL ID 140. 139 GEOBASE ID 7548 -- �ADDRESS 233 WIANNO ,AVYNUE _ PHONE OSTERVILL•E "may,- # ZIP — LOT. BLOCK LOT SIZE DBA DEVELOPMENT / DISTRICT CO J PERMIT 73447 DESCRIPTION ADD ATT GAR RENOV 1ST AND 2ND FLRS k' PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: JESSIE P CAPRIO Department of d ARCHITECTS: ._ �33, /y Regulatory Services j TOTAL FEES: 7 BOND $.00 p1F ! CONSTRUCTION COSTS $254,240.00 N - _ - 434 _RESID ADD/ALT/CONV 1 PRIVATE 1 * an�uvsrns , MASS. _.._ N w \ { B I .IVISION L B 00 DATE ISSUED 12 OB 2003 EXPIRATION DATE t ' ,THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR I ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED r FOR ALL CONSTRUCTION WORK: APPROVED'PLANS-MUST'BE'RETAINED ON JOB AND f WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU (READY TO LATH). PANCY IS,REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. - OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS � � 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I 2 BOARD OF HEALTH 1 ' OTHER: SITE PLAN REVIEW APPROVAL , WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. � J a ` U TOWN OF BARNSTABLE BUILDING PERMIT APPLI ATION Map IHO Parcel Permit#Z3.4 Health Division �• I I� 3�a7� r .J'�tcl?JrAELE Date Issued ,/�2� �' U 13 Conservation Division ✓� 2 �� v '" i pi 1 ': 21 Application Few Tax Collector EM;IFm1it',Fee / C )INSTALLED IN CC;;.j-LL _ Treasurer �i it fS f p,��"'---- WITH TITLE 5 Planning Dept. ENVIRONMENTAL COCE ANL Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address 133 W it nno PtV-owe, Village n Sal,-V1Ile, � Address h Telephone �Z — �S 1 i lt1 q cx" Permit Request ���r�_1 •i D O i ,C�� toar^ hA A fbo I LOLA ( SOXUc� f CJl w� ra r(A s f i'16t%�'�on 5 t ki Square feet: 1st floor: existing propose J '� 2nd floor: existing I proposed Total new Slo Zoning District Flood Plain C. Groundwater Overlay ri Project Valuation Construction Type WnPO4 TrCkw-C." Lot Size O U dG• Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure G % Historic House: ❑Yes XNo On Old King's High : ElYes j6 0 Basement Type: ❑Full Crawl ❑Walkout Other 1�r�< 5 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing_ new 0 Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: >Gas ❑Oil ❑ Electric ❑Other Central Air: )(Yes ❑No Fireplaces: Existing New d Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing )(new size2 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDE4 INFORMATION Name 3b4c Claofia 101 L'A1 fief pFione Number — SQ LM__�2100 X L3 Address 25S fv • �44 License# 0—1 iD S'S a Home Improvement Contractor# 9 30 Worker's Compensation# ®LW C- H 2 ] ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Jwles tl:) SIGNATURE DATE All FOR OFFICIAL USE ONLY 5 • PERMIT NO. DATE I$SUED ` MAP/PARCEL NO. + � ADDRESS VILLAGE ' ' OWNER f DATE OF INSPECTION: � 'v FOUNDATION I)K / 2(a O A . J2Z FRAME /Ulo INSULATION FIREPLACE " s ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL =� FINAL BUILDING } DATE CLOSED OUT ASSOCIATION PLAN'NO. <, __ • Town of Barnstable h Regulatory Services Thomas F.GelIer,Director KAM J9.(► Building Division _ AAA Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508 790-6230 Property 0wher Must Complete and Sign This Section If Using A`Builder ,;as.. . er..ofthe.subjectproperty ........._... .: hereby authorizeC d ` -< .to-act on my..behalf,. in all matters relative to work authoiized.by this building-permit-application for: 1t L . (Address of Job) 03 gignatur If er Date n0 Print Name r..rnn*RC.r1ZVNFRPFRMT.CCT(1N �� �/ae -loorvr,?auuealC! a�„%�ac<ivaetlaA l i 1• BOARD OF BUIL'DINGAiGULATIQNS license �OONSTR41QTION SUIPERVfSQR ' Number G p76850 h M XRICes ,Q (20 005 Tr.no: 13476 �i 11 Restrl ted�Q9� -!I J�iSSE P CAPRIQ.\ 330 SFRVI'GE RD SANDWICkI, Mk OR563 Adrnlnistratgr - �,y------ lee:1°Dorninzaiuvea� a� a�� • Po rd.ot$ulldi '$e ulatio.s:a` t nd 8 }�1 . r MQME IMffR VEMNT CONTR A�PTOR a ; ')Re l trtatl�n pg3p, :, Nill r JE55.Fr CAPRIO= Fy 1 . ✓` � 333 S�RVI�y�Rp ��'�• ivy �, t �� ' SAIVpVyIGFi.ilylAr02�63 ,'• '` . � _ �„ •, t � 2�dmlr�l�tnakor�; The Commonwealth of Massachusetts Department of Industrial Accidents -= = Office 0110yesIlIl u rs _ 600 Washington Street - Boston,Mass. 02111 Workers' Com ensation Insurance AMdavit ovation: `7ii3 city `J�TL-� l _ Phone# ❑ I am a homeowner performing all work myself ❑ I am a sole etor and have no one worlds in,,; ca act %%% /%%%/G//%%%/%%/%%%%%%/%%O�%%%/%/%��//%/%////%%%%%%%%�%/%///%///////%/G%/O%% I rovidin workers' compensation for a loyees worldng on this job. em . ..o .. ::•»�}}+,.,+ Tro •{.}xt. :.Fy;};{S;rr...::}lc xn:4}:\;2;i F;: F:n.,}2;f?}y v'i�:�a �:;��:wrw,y:>'�,`:# I am an p Dyer g v:.?. ..;x} ;.4. ,i�•.rxM{,h. .k,.:,.wa•,.,.f•:r .,,?{{t:ti•:.!:cii•., .n2•r ,?,•. ,£. .. ...... ....� ..,., ,•.• „ :•::{;•.,},}:rxh +^}•�'4%`�r^•F.h !}....2`.}, .,��:wr} .\.. •}'.4}2'$c•?:w....:ci•»f�'•$•rf T:� ,,.,,..r+ ,.?2.»r..}... ,,,,4:t•..;•f.. .... ,.h; :i:..;r.,. •..2.:.., .:. .}�,y. .{.:. ,vr:•>n••,• ,.T+::.. :f:$:'�'� :;•k•2a:i•:3:;'''•+ti#�?`t2�•n••`:r•?:+::•+}.;•ie;Y•'. .. .i•: r:. .Jnx•„•:{{.;,:;x•TYY;Y2:f,.';,`�Sr•Six+ 3 r}..:.4oY ,;•;,:};.•S•+ ;+2a+:•}}}• ::4r'• ...F,n. i�rA .; ...v{+vry `hK"•r'?x•'' ...r. 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I do hereby certify and pe rlties of Pea Ury that the information provided above is true and correct l Date 11 1 Lo 3 - Signat=I Phone# Paint name S� l ofBzW use only do not write in this area to be completed by city or town official city or Town: petadt/llcense# ❑Building Department ❑Licensing Board ❑Selectrnen's Office ❑checkif immediate response is required ClHealth Department contact person: phone#; ❑Other O v;ndMrrn) oFTME►a�. Town of.Barnstable Regulatory Services a, sraat,E, i Thomas F.Geiler,Director v btnss Building Division rfD MP't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, •improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. a 2 Type of Work: few VO���r� Estimated Cost' I ` i Jl Address of Work: 2 J ��U �J v `' Owner's Name: Vk Date of Application: a 6 I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied Downer pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMTROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the OW49r,. i Re PAP. Date Contracto Nam $ . OR Date Owner's Name TfC CMR App-dix 1 Table J3.11b(continsted) i patekigej far dcn sad Twa-Family Aaldeatial Haildiagr Seated with gQssfl Furls ptvcm-iptrve ', MIMIMLTM •Hc:msing/Cooling 1ti'IAXtM G�S Ceiling We11 floors teeter EquiFmcnc Elficirncy' Ares' U•value= R-value' R-valuer R-values Willt R.valu+es A v�1ua P�`�° 3101 to 6500 Heating De87sa Days' Nora�l 6 1Z'/. 0.40 38 13 I9 IO 6 1larrnal Q 30 I9 19 10 is AFUE 0.SZ 6 33 13 19 A A Normal T 15% 0.36 . 3E 13 6 Norms] 1S'/. 0.45 33 19 19 10 A 15 AFUE U 13 25 NIA 15/. is AFUE Y � 0.4# 33 6 IS'h 0.iZ 30 19 14 10 NIA Normaal GV 13 25 NIA X 19% 03Z 3i N/A WA Namms] Y 18'/. 0.4z 33 19 ?S 6 90 AFUE 19% 0.4Z 7tl 13 10 l9 6 90•AFUS Z 30 19 14 10 AA 11% 0.50 `23�j Ugh ,yO,n A � I, ADDRESS OF PROPERTY: �( �NkAk�Ak S UARE FOOTAGE OF ALL EXTERIOR WALLS: 2 Q (� 3. SQUARE FOOTAGE OF ALL GLAZING: 47 4. a GLAZING AREA(#3 DIVIDED BY#Z): /a 5, SELECT PACKAGE(Q--AA•see chart above): D METHODS OF G ENERGY REQUIREMENTS NO. : OTHER MORE INVO 5KUS R THI5 INFORMA ARE AVAILABLE, A B ,DING INSPECTOR APPROVAL: N0: YES; q-form5-080303 a I RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 U Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE a /1 ,� 9 1 square feet x$96/sq. foot= I 13 13 (o x.0031=, `7 4 3 . `� Z plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE q3 square feet x$64/sq.foot= 2; 2-?2 x .0031= , plus from below(if applicable) GARAGES(attached&detached) �, 2 LP square feet x$32/sq.ft._ 4 b. Qj3 2 x.0031 1,5 3 S ACCESSORY STRUCTURE>120 sq.ft. _2 o 7 �t 8. 14 >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= TJ ou STAND ALONE PERMITS Open Porch x$30.00= (number) ,'Deck 2 x$30.00= C� (number) 'Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee 3 (� RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE Ndw Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE j� �� U square feet x$96/sq. foot= SS x.0031= �' - 1� plus from below(if applicable) ALTERATIONSI/RENOVATIONS OF EXISTING SPACE �S square feet x$64/sq. foot= x.0031= 6 pfus from below(if applicable) GARAGES(attached&_detached) �(square feet x$32/sq.ft.= u �L62 x.0031= 6 S o ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee D projcost `pt THE Tp�� The Town of Barnstable N BARNSTABLL p Department of Health Safety and EnMronmental Services pTfDMp�� Building Division 367 Main Street,Hyannis,MA 02601 ice: 508-862-4038 508-790-6230 PLAN REVIEW Owner: ear c �. '� Z ve Map/Parcel: '�l`� - r 3 9 Project Address: '2s :3 U'1OLY\v\ Ave_ Builder: The following items were noted on reviewing: d e,-+C, a h I l y q'� S-�e.ed �oeavv, �QAr � . 4. Tr 0v11 d e `te k?)A0,v e _� 4G c c 42 0- d Q , p � r icr CIAfg �3(103 �r Z st IM� � � �Q $ j • Reviewed by: � / Date: '� y0 Q9 0�ti{ 733 lAl7 QUERY PERMITS: QUERY END QUERY PERMITS PENTAMATION----------------------------------------------------------- 01/06/06 PERMIT NUMBER 81443 PARCEL ID 140 139 PERMIT TYPE BREMOD RESIDENTIAL ALT/CONV DESCRIPTION CONVERT ABOVE GARAGE INTO GAME ROOM MASTER PERMIT INSPECTION REQUIRED REQUESTED SCHEDULED INSPECTED RESULT INSPECTOR BFIN . BFRM O1/18/2005 F JFIT BINSU O1/28/2005 A JFIT PRESS ESCAPE TO END DISPLAY 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ONE AND TWO FAMILY DWELLINGS-CHIMNEYS,FIREPLACES AND . SOLID FUEL-FIRED APPLIANCES 3610.4.2 Seismic reinforcing:Not applicable in extension shall be readily distinguishable from the Massachusetts. surrounding floor. Combustible forms and centers 3610.4.2.1 Seismic anchorage:Not applicable used during the construction of the hearth in Massachusetts. extension shall be removed after the construction is complete. 3610.4.3 Fireplace walls: Masonry fireplaces Exception: When the bottom of the firebox shall be constructed of solid masonry units,stone opening is raised at least eight inches (203 or reinforced concrete in accordance with Figure nun)above the top of the hearth extension, a 3610.4.Ia.When a lining of firebrick at least two a inches(51 mm)in thickness is provided,the total hearth extension of not less than /e inch-thick (9.5I mm)brick,concrete,stone,tile or other thickness of back and sides,including the lining, shall not be less than eight inches (203 mm). approved noncombustible material may be When no lining is provided,the thickness of back used. and sides shall not be less than 12 inches (305 3610.4.6 Hearth extension: The hearth and the mm). hearth extension shall extend a minimum of 36 3610.43.1 Walls,steel fireplace units: Steel inches(914 mm)from the back of the firebox to fireplace units shall be listed in accordance the end of the hearth extension. Hearth with.UL 127 as found inAppend&A and shall extensions shall extend at least 16 inches (406 be installed, operated and maintained mm) in front of, and at least eight inches (203 according to their listing; the manufacturer's nun)beyond, each side of the fireplace opening. requirements and any applicable requirements Where the fireplace opening is six square feet of 780 CMR. Such fireplaces incorporating a (0.557 m2) or larger, the hearth extension shall fire box liner of not less than%4 inch(6.4 mm) extend at least 20 inches(508 mm)in front of,and in thickness and an air chamber, may be at least 12 inches(305 nun)beyond,each side of installed with masonry to provide a total the fireplace opening. thickness at the back and sides of riot less than 3610.4.7 Fireplace clearance(also see Figures eight inches(203 mm),of which not less than 3610.4.7a and 7b): four inches (102 mm) shall be of solid 1. Fireplaces-the exterior surface of fireplace masonry. Warm-air ducts employed with steel walls shall have a minimum of four inches fireplace units of the circulating air type shall (102mm)clearance to combustibles. be constructed of metal or masonry. (2-Fiieplaces-combustible materials attached 3610.4.4 Lintel: Masonry over a fireplace to a fireplace face, such as trim and mantels, opening shall be supported by a lintel of shall have a minimum carance of six inches` 152 trim from a fire lace opening. `� noncombustible material.The minimum required ( ) p bearing length on each end of.the fireplace 3. Fireplaces combustible materials above opening shall be four inches(102 mm). and projecting more than 1-'Vi inclies (38mm) Cfrom-a-fireplace face-shall'have a minimum 3610.4.5 Hearth extension material: Hearth Ccle_arand&e_of=l2—inches—(305mm)abo a, extensions shall be of masonry or concrete at least fireplace opening. four inches (102 mm) thick and supported by noncombustible materials and reinforced to carry Note: For chimney clearances to its own weight and all imposed loads. The hearth combustibles,see 780 CMR 3610.2.14 1 7/7(1/OR [Fffart;Ve VIM)M) _7Ro CMR-Sixth Rditinn AN f 7 A ' III yj r tHE Barnstable The To n ®f O� M"��M Department of Health Safety and Environmental Services PrFDMP�� Building Division 367 Main Street, Hyannis,MA 02601 l� Office: 508-790-6227 Ralph.Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice zt- ��= m Type of Inspection a�, 2 l� 1 G y1 n �/�_ Permit Number 'L Z' Location �, -24 Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: Aj G Please call: 508-862-403 or re-inspectio Inspected by Date v ' b 21 y I 1 s 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 3. Stairways serving an occupancy in Use Group sightline reasons, by the slope of the adjacent R-3 shall not be less than 36 inches(914 mm)in seating area. width. 6. Any stairway replacing an existing stairway 4. Stairways serving and contained within a within a space where, because of existing single residential dwelling unit shall not be less construction,the pitch or slope cannot be reduced. than 36 inches(914 mm)in width. 7. Existing stairways. 5. Stairways serving buildings having a total 8. In occupancies in Use Group R-3 and within occupant load of 50 or less shall not be less than dwelling units in occupancies in Use Group R-2, 36 inches(914 mm)in width. the maximum riser height shall be 8'/4 inches(210 6. Where a stairway lift is installed on stairways mm) and the minimum tread depth shall be nine serving occupancies in Use Group R-3 or within inches (229 mm). A one-inch (25 mm) nosing dwelling units in occupancies in Use Group R-2, shall be provided on stairways with solid risers. a clear passage width not less than 20 inches(508 9. Stairways in penal facilities serving guard mm)shall be provided. towers,observation stations and control rooms not more than 250 square feet(23 m2)in area shall be 1014.3.1 Restrictions: Means of egress stairways permitted to have risers not exceeding eight shall not reduce in width in the direction of egress inches(203 mm)in height and treads not less than travel. Projections into a required stairway width nine inches(229 mm)in depth. are prohibited, except at and below handrail height where, at each handrail, the projections 1014.6.1 Profile: The radius of curvature at the shall not exceed 3'/2 inches (89 mm) into the leading edge of the tread shall not be greater than required width. '/2 inch (13 mm). Bevelling of nosings shall not 1014.3.2 Landing width: The least dimension of exceed'/2 inch(13 mm). Risers shall be solid and landings and platforms in means of egress vertical or sloped from the underside of the stairways shall not be less than the required width leading edge of the tread above at an angle not of the stairway, except that the landing dimension more than 30° (0.52 rad)from the vertical. The in the direction of egress travel is not required to leading edge of tread shall not project more than exceed four feet(1219 mm)where the travel from 1'/2 inches(38 mm)beyond the tread below. one stair flight to the next stair flight is a straight Exception: Solid risers are not required for run stairways serving dwelling units wl»ch are not required to be accessible or adaptable in 1014.4 Headroom: The minimum headroom in all accordance with 521 CMR, the Rules and parts of a stairway'shall not be less than 80 inches Regulations of the Architectural Access (2032 mm) measured vertically from the tread Board,referenced in 780 CMR 11,and listed nosing or from the floor surface of the landing or in Appendix A, provided that the opening platform. between treads does not permit the passage of a sphere with a diameter of four inches (102 1014.5 Vertical rise: A means of egress stairway mm). shall not have a height of vertical rise of more than 1014.6.2 Dimensional uniformity: There shall 12 feet (3658 mm) between landings and not be variation exceeding 3/16 inch(5 mm)in the intermediate platforms. depth of adjacent treads or in the height of adjacent risers. The tolerance between the largest 1014.6 Treads and risers: Maximum riser.height and smallest riser or between the largest and shall be seven inches(178 mm) and minimum riser smallest tread shall not exceed 3/s inch(10 mm)in height shall be four inches (102 mm). Minimum any flight of stairs. tread depth shall be.11 inches(279 mm), measured . Exceptions: horizontally between the vertical planes of the 1. Where the bottom riser adjoins a sloping foremost projection of adjacent treads and at a right public way, walk or'driveway which has an angle to the tread's leading edge. established grade and serves as a landing, a .Exceptions: variation in the height of the bottom riser shall 1. Winders in accordance with 780 CMR not exceed three inches(76 mm)in every three 1014.6.3. feet(914 mm)of stairway width. 2. Spiral stairways in accordance with 780 CMR 2. On stairways serving as aisles in assembly 1014.6.4. seating, where necessitated by changes in the 3. Circular stairways in accordance with gradient of adjoining seating areas to maintain 780 CMR 1014.6.5. adequate sightlines, the maximum 4. Alternating tread stairways in accordance with nonuniformity of riser heights within a flight 780 CMR 1014.6.6. and the nonuniformity between adjacent risers 5. Stairways serving as aisles in assembly seating shall not apply. Where a nonuniformity areas where the stairway pitch or slope is set,for exceeds 3/16 inch (5 mm) between adjacent risers, the exact location of the nonuniformity 184 780 CMR-Sixth Edition 2/7/97 (Effective 2/28/97) May 04 04 08: 25a Olde Cape Building Co Inc 508-420-7327 P. 1 Ng •BUILDING. CO.- o CAPE COD * M A S S A C 1-4 U S E T'r s FACSIMILE TRANSMITTAL SHEET Jack Fitzgerald Jesse Caprio COMPANY: PATE. Barnstable Building Department May 4,2004 VAX NUMBER: TOTAL NO.OFPAGEN INCLUDING COVER; 508 790-6230 3 PHOW:NUMBER: -SINDIA'S REVIAWNCH NUM1WR: Rll-'.: YOUR REFERENCE,NUMBER: —23iWianno Avenue.,:', C1 FOR rl-'VII:W OPLEASHREPLY ❑ P1,1;A-SL R)-"CY(:I,I." 1,01TS/CoNR41-INITS: Following please find information concerning the concrete mix design for the above referenced project as supplied by Cape Cod Ready ML%,Inc. Please let me know if you have any questions or need additional information. Jesse Capiio Y, 333 SERVICE RCAD SANDWICH ' --MA • 02563 NIONI:.: 308-428-3200 FAX: 503-424,1-7327 W%\Y1.0 1.D ECA 111;B U 11,D R S.C 0 1\4 May 04 04 08: 25a Olde Cape Building Cc Inc 508-420-7327 p. 2 FhK-�L1-GlJttl4 lb 11 l:(: KtHI)1f' MIX i5eia rn�4�e r. .� CAFE COD READY 1V9X, INC. LAKEVILLE REDI NM P.O.BOX 3",308 CRANBERRY MGIWWAY,ORLEANS,MA 02653 505-2554600 * 508-7754679 * FAX 508-771-0422 CONCRETE PLANTS IN CARVER,EASTHAM,ORLEANS,AND YARViOUTH APRIL 30,2004 OLDE CAPE BUILDJNG CO.,INC. 333 SERVICE ROAD SANDWICH,MA 02563 PROJECT:OSTEPvILLE,MA T[iG ATTACHED CONCR£TP!I IGX DESIGN IPOR THE ADC VE Pk(ujh :'r 1b sANEU ON CALCULATIONS AND TEST RESULTS AS PREPARED FOR US 13 Y W.R. GRACE. ALL MIX DESIGNS ARE BASED ON ASTM C-94 AND PROPORTIONED IN ACCORDANCE wrM ACI-3 t S RECOMMENDED PRACTICE. THEE CONCRETE MMS ARE BASED ON PROPER USE AND HANDLING TECHNIQUES AS SPECIFIED AFTER DISCHARGE FROM THE DELIVERY UNIT. SLUMPS ARE ASSUMED NOT TO EXCEED TPIE PROJECT SPECIETCATIONS (ACI 301:3.5.) YOUR ULY, READY Mix,INC. PETER'W.7 GENERAL MANAG May 04 04 08: 25a Olde Cape Building Co Inc 508-420-7327 p. 3 . :.. rtrr[-.?t7-GYJ171 1021 �c; KtHll'r r•iix ---- 15ea'rr1UiG� r.esirJ� APRIL 30,2004 OLDE CAPE BUILDING CO.,INC. 333 SERVICE ROAD SANDWICK MA 02563 PROJECT:OSTERVU LE,MA NOTE 1: CEMENT IS GLENN FALLS LEHIGH TYPE I/II(ASTM C-150) NOTE 2: FINE AGGREGATE IS CONCRETE SAND FROM HYANNIS SAND AND GRAVEL. (ASTM C-33) NOTE 3: COARSE AGGREGATE IS 3/8"AND 3/4" WASHED STONE FROM H VANNIS SAND AND GRAVEL. NOTE 4: WATERREDUCING AGENT IS MIRA 70 AS DISTRIBUTED BY W.R_ GRACE.(ASTM C-494)TYPE A/TYPE F NOTE 5: AIR ENTRAINING AGENT IS DAREX II AS DISTRIBUTED BY W.R. GRACE. (ASTM C-260) NOTE 6: SLUMP IS RECOMMENDED NOT TO EXCEED pROIECT SPECmCATIONS. NOTE 7: DESIGN IS BASED ON ASTM C-94;ACT-318 NOTE 8: BATCH WEIGHT TO BE FIELD ADJUSTED FOR MOISTURE CONTENT. NOTE 9: FLYASH IS CLASS F FROM STI SEPYaRATION TECHNOLOGIES INC. (PROASH)(ASTM C-6I 8) BATCH WEIG)IITS DESIGN STRENGTH (NON-EXCAVATABLE FLOWABLE FELL) CEMENT 150 LBS, FLYASH 250 LBS. SAND 2650 LBS, MAX WATER CONTENT 53 GAL. AIR ENTRAINING AGENT 2.4 OZ. SLUMP r—11 s, NOTE: SSD WEIGHTS CONFORM TO DESIGN I TOTAL P.03 From:Joe Madera 508-862-6007 To:Jesse Cap 3 rio-• Date: 2/10/2003 Time:2:50:18 PM Page 2 of ��J w 3 -All I Bi01.� BC CALC®2003 DESIGN REPORT - US lNednesday,December 10,2003 14:4. Triple 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: Olde Cape_Pelligrino.BCC:FB03 Job Name: Pellegrino Residence Description:GARAGE Address: 233 Wianno Avenue Specifier: City,State,Zip:Osterville,MA Designer: Joe Madera Customer: Olde Cape Builders Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 Misc: Standard Load-40 psf 110 psf Tributary 12.00-00 " Ak BO 131 3120 Ibs LL 3120lbs LL 871 Ibs DL 871 Ibs DL Total Horizontal Length-13-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 13-00-00 Live 40 psf 12-00-00 100% Member Type: Floor Beam Dead 10 psf 12-OD-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Slope: 0l12 Moment 12971 ft-Ibs 62.0% 100% 2 1-Internal Neg.Moment 0 ft-Ibs n/a 100% Tributary: 12-00-00 End Shear 3505 Ibs 36.4% 100% 2 1-Left Total Load Defl. U297(0.526") 80.9% 2 1 Live Load Defl. U379(0.411") 94.9% 2 1 Live Load: 40 psf Max Defl. 0.526" 52.6% 2 1 Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Nailing schedule applies to both sides of the member. above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2" with the current Installation Guide b=3„ d and the applicable building codes. c=5-1/2" a To obtain an Installation Guide or if d= 12" you have any questions,please call e=3" o T o (800)232-0788 before beginning product installation. C BC CALC®,BC FRAMERS,BCIS, BC RIM BOARDT",BC OSB RIM BOARDT"r,BOISE GLULAMT"', e 0 0 VERSA-LAMS,VERSA-RIMS, VERSA-RIM PLUSS, VERSA-STRANDT", b VERSA-STUDS,ALLJOISTS and AJST"are trademarks of Boise Cascade Corporation. Page 1 of 1 From:Joe Madera 508-862-6007 To:Jesse Caprio Date:12/10/2003 Time:2:50:18 PM Page 3 of BiOb$E BC CALCO 2003 DESIGN REPORT - US Wednesday,December 10,2003 14:4, Triple 1 3/4" x 16" VERSA-LAMO 3100 SP File Name: Olde Cape_Pelligrino.BCC:FB01 Job Name: Pellegrino Residence Description:SECOND FLOOR Address: 233 Wianno Avenue Specifier: City,State,Zip:Osterville,MA Designer: Joe Madera Customer: Olde Cape Builders Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 Misc: z 4 3 1 Standard Load 140 psf 110 psf Tributary 07-00-00 i........................................................... ik> ; ''a ` .,.?�>���>��> ns-�'3s '<'i3i�Z2 i�C.�s'��2<i'. 's'<'�. i'<' Aft c"i€i:i's'. Aft BO BI 7256 Ibs LL 7256 3346 Ibs DL Ibs LL 334646 Ibs DL Total Horizontal Length-15-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 15-00-00 Live 40 psf 07-00-00 100% Member Type: Floor Beam Dead 10 psf 07-00-00 90% Number of Spans: 1 1 ext deck Unf.Area Left 00-00-00 15-OD-00 Live .60 psf 06-OD-00 100% Left Cantilever: No Dead 15 psf 06-OD-00 90% Right Cantilever: No 2 wall Unf.Lin. Left 00-00-00 15-OD-00 Live 0 plf n/a 90% Dead 80 plf n/a 90% Slope: 0/12 3 attic Unf.Area Left 00-00-00 15-00-00 Live 20 psf 07-00-00 100% Tributary: 07-00-00 Dead 10 psf 07-OD-00 90% 4 roof Unf.Area Left 00-00-00 15-00-00 Live 25 psf 07-06-00 115% Dead 15 psf 07-06-00 90% Live Load: 40 psf Controls Summary Dead Load: 10 psf Control Type Value %Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 39758 ft-Ibs 61.7% 115% 3 1-Internal Duration: 100 Neg.Moment 0 ft-Ibs n/a 100% End Shear 8717 Ibs 46.7% 115% 3 1-Left Disclosure Total Load Defl. U401 (0.449") 59.9% 3 1 The completeness and accuracy of Live Load Defl. U585(0.307") 61.5% 3 1 the input must be verified by anyone Max Defl. 0.449" 44.9% 3 1 who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(L/240)Total load deflection criteria. above is based upon building Design meets Code minimum(L/360)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 2-3/8". of BOISE engineered wood Minimum bearing length for B1 is 2-3/8". products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing with the current Installation Guide and the applicable building codes. Connection Diagram To obtain an Installation Guide or if you have any questions,please call Nailing schedule applies to both sides of the member. (800)232-0788 before beginning Member has no side loads. product installation. Connectors are: 16d Sinker Nails BC CALCO,BC FRAMER®, BCIO, a=2" BC RIM BOARDTM BC OSB RIM b=3„ d BOARDTM BOISE GLULAMTM. =6 a VERSA-LAM@,VERSA-RIMO, c d= „ VERSA-RIM PLUSO, e=3" VERSA-STRANDT" VERSA-STUDS,ALLJOISTO and 0 0 0 AJSTM are trademarks of Boise Cascade Corporation. 0 0 0 • Page 1 of 1 From:Joe Madera 508-862-6007 To:Jesse Caprio Date:12/10/2003 Time:2:50:18 PM Page 4 of BiO1aw BC CALC®2003 DESIGN REPORT - US Wednesday,December 10,2003 14:4', Triple 1 3/4" x 16" VERSA-LAM(g)3100 SP File Name: Olde Cape_Pelligrino.BCC:FB02 Job Name: Pellegrino Residence Description: FIRST FLOOR Address: 233 Wianno Avenue Specifier: City,State,Zip:Osterville,MA Designer: Joe Madera Customer: Olde Cape Builders Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512,NER 629 Misc: Standard Load-40 psf 110 psf Tributary 10-00-00 BO B1 3000 Ibs LL 3000 Ibs ILL 927 Ibs DL 927 Ibs DL Total Horizontal Length-15-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 15-00-00 Live 40 psf 10-00-00 100% Member Type: Floor Beam Dead 10 psf 10-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 14727 ft-Ibs 26.3% 100% 2 1-Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 10-00-00 End Shear 3229 Ibs 19.9% 100% 2 1-Left Total Load Defl. U1082(0.166") 22.2% 2 1 Live Load Defl. U1416(0.127") 25.4% 2 1 Live Load: 40 psf Max Defl. 0.166" 16.6% 2 1 Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(L/240)Total load deflection criteria. . Duration: 100 Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Nailing schedule applies to both sides of the member. above is based upon building Member has no side loads. code-accepted design properties and analysis methods. Installation .Connectors are: 16d Sinker Nails of BOISE engineered wood products must be in accordance a=2" with the current Installation Guide c and the applicable building codes. b-3 e c=6" To obtain an Installation Guide or if d= 12" o 0 you have any questions,please call e=3" (800)232-0788 before beginning product installation. 0 ° BC CALC®,BC FRAMER®,BCI®, e o • o • BC RIM BOARDT" BC OSB RIM BOARD TM BOISE GLULAMT" VERSA-LAMS,VERSA-RIMS, b VERSA-RIM PLUS®, VERSA-STRAND'rm, VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 i .y-� Daniel E. Braman. P.E. `'cuuc G.RI1•1Oi2a-sm :tJGE 189 Harbor Point.Rd S$S W Cummaquid MA 02637-0361 O 4-30 0 4- ® flG 1—ol�fl►c�1Gt: �e.cvo�.- t'�.t...� i5 /p�S ., SPA tl t'S� ►r..c 'SC c.c>+1 p .�w o o_. Ws an. LIA t5 Y. -t tO x.cc ... :a 3 l.O p Q,� • cy�„�.,, m A•o.�t-l.f,t?p x..co � 4E�c�} 12o==Cv�O�.p$. °"� 1 G V t.. .. �SEW_S�C � g av+y d���•�15.i t oa s o r d%WJk�nStCV%S dtj�6W ! CVd M c�a.boue� w��� �1nis 2w �v%zer .►�``� of ���''®® e+ DANIEL E. ®RAIVIAN �\ ® o STRUCTURAL a N0.39595 ® P� FSS�is ONk: e� �P-3c)-O y _ RAMSBEAM V2 . 0 - Gravity Beam Design '' LiLensed to: Dan Braman, P.E. Job: Pellegrino Res .Osterville Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W8X18 Fy = 36.0 ksi Total Beam Length (ft) = 15. 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 018 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 15. 00 0. 360 0. 360 0. 000 0. 000 0. 600 0. 600 SHEAR: Max V (kips) = 7 . 33 fv (ksi) = 3. 92 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 27 . 5 7 . 5 0. 0 1. 00 21. 71 24 . 00 21. 71 24 . 00 Controlling 27 . 5 7 . 5 0. 0 1 . 00 21 . 71 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 83 2 . 83 Max + LL reaction 4 . 50 4 . 50 Max + total reaction 7 . 33 7 . 33 DEFLECTIONS: Dead load (in) at 7 . 50 ft = -0 .240 L/D = 751 Live load (in) at 7 . 50 ft = -0 . 381 L/D = 473 Total load (in) at 7 . 50 ft = -0. 621 L/D = 290 r f q k PLAN FOR ADDITIONS ANr,> RENOVATIONS FOR PELLEGRINO RESIDENCE 233 WIANNO AVENUE . OSTERV ILLS, MA 02655 DRAW- ' SY: OLDS CAPE 5UIL.DING COMPAN` 1 INC. 333 SERVICE ROAD, SANDWICH, MA 02563 (508) 428-3200 SMOKE DETECTORS O.K. INDEX: A-1 FOUND.4 T/ON PLAN / RNSTASU DEPT. A-2 FIRST FLOOR PLAN A-3 SECOND FLOOR PLAN ` A-4 EX/ST/NC: FLOOR PLAN A-5 ELEVA TIONS A-6 ELEVA TIONS A-1 SECTIONS A-8 OETAILS A-9 DETAILS A-10 FIRST FLOOR FRAMING: PLAN ASSESSORS MAP/PARCEL A-11 SECOND FLOOR FRAM/NC PLAN TOWN OF SARNSTASLE - 140/139 A-12 RODE FRAM/Nl PLAN a r i I sr-0- EXISTING I NEW I I 10'SONO-TUBES W/ ------------- I � ''-•- BIGFOOT FOOTINGS DROP FOUNDATION TO e'POURED CONCRETE WALLS MATCH EXISTING FIRST I ON W'XIO'KEYED FOOTING Q _ FLOOR HEIGWT I S / \ EXISTING NEW CONCRETE PADS I I I I I O BEAM POCKET EXISTING CAPE COD CELLAR NEW CRAWL SPACE I DRILL 5 REBAR•12'D.C. VEI2TICALL7 IMO OLD WALL ' \ __ _ ________ ------ \\� EJ(ISTING I NEW Q m � � I ------------------------------1 I d-0' Q DROP FOUNDATION WALL 74' T -F ------------! B'POURED CONCRETE WALLS ON W'XIO'KEYED FOOTING PITCH I/S-PER FOOT MIN. '$^ m DROP 17" DOORS Q O m 4 a GARAGE SLAB U z 4'POURED CONCRETE OVER 3 COMPACTED FILL W/6X6 W.W.M. 4� m ® EXISTING FOUNDATION PROGRESS PRINTS-NOT FOR CONSTRUCTION ' I OLDS GAPE BUILDERS, INC. ___-_-.____, I 333 SERVICE ROAD • SANDWICH • MA ---------------•------------••------------------------•--------- N FOUNDATION 4' _ B an I u BU G LU `-----------' V _ __________ _ ---------- 10/13/03 PEI I EGRINO RESIDENCE 74-0 233 WIANNO AVENUE • OSTERVILLE • MA OLOE CAPE BUILDERS'INC. FOUNDATION PLAN /� COPYRIGHT 2003 A-1 - S2'-0• 4ob• EXISTING NEW T'�• �•o' IT,�° 2,6„ 11.3• w+, I O Q �'p IS 839D - D630 BI r�G I �gRl3LCLE � I nuev wFnR*w - O I OVZ9 09£9 09L9 @ I � EXISTING I NEW O EXISTING O 'D DINING ROOM I RENOVATED I ®'b KITCHEN Fi roA�u NEW '.. . ®� I NEW MAHOGANY DECK m GREAT ROOM - � L090£ 090E 090E 090£ - - rO'� _ J V Y+ Q I RENOVATED tj 's BATH i 4 O RENOVATED BEDROOM M1 i m EX15TING L Y Q LIVING ROOM I Q NEW B EXISTING I NEW m MUD ROOM I'T Ile a rs• >'a a - Q 5A- 1 1V DE bJIB waM91 LNMG GPAGE ---------- le%T GTEEL—TitD I 1 S OVERME4D DOORS uu ELECTRIC OrErrERe I I I 1 I I I I D ®-SMOKE DETECTOR I I I I I ®-HEAT DETECTOR(R.O.R.) I I I 4 Q „®`MRID 1 NEW p WINDOWS AND DOORS SCHEDULE INTERIOR NOTES: _ _ _ _ _ 2 CAR GARAGE _ —1 u I -ALL WINDOWS TO BE'ANDERSEN'TILTWASH 400 SERIES I.I x WTRI PRE•FM19H®WHITE INTERIORS,WHITE SCREENS AND VINYL GRILLES I IC 1 SYMBOL PRODUCT CODE NOTES •ALL INTERIOR CASINGS TO BE 3-In-STRATFORD -ALL INTERIOR BASEBOARD TO BE 5-1/4-SPEED BASE I I 1 TW2446 PRE-FINISHED INTERIOR W/WHITE INSECT SCREENS -ALL FLOOR FINISHES TO BE AS SPEC'd I I 1 O AND VINYL GRILLES -ALL INTERIOR DOORS TO BE°HUTTIG'OR EQUAL SOLID 2 7UR446-2 FACTORY MULLED UNIT CORE MASONRE 6 PANEL DOORS W/BRASS HINGES •4 pyFgNEAp ppORp W/EL[C,ltlC OPEraERn I I •ALL DOOR HARDWARE TO BE 5C14LAGE BRIGHT BRASS PLYMOUTH SETS I I I 3 TW24310 PRE-FINISHED INTERIOR W/WHITER INSECT SCREENS •PRE 3/6'A.C.UNDERLAYMENT UNDER TILE I 1 PROGRESS PRINTS-NOT FOR CONSTRUCTION AND VINYL GRILLES PROVIDE In'PARTICLEBOARD UNDERLAYMENT UNDER CARPET I PRE-FINIS4ED INTERIOR W/WHITE INSECT SCREENS •ALL EXTERIOR WALLS TO BE 2X4 16'O.G. I I I m 4 TW2441 AND VINYL GRILLES ALL INTERIOR WALLS TO BE 2X4 Ib'O.C. — I I in FRENCH WOOD HINGED DOORS WITH P -KISHED 'SET ALL HEADER HEIGHTS TO MATCH EXISTING ,� OLDE GAPE BUILDERS, C. 5 FWH60611 INTERIORS AND BRIGHT BRASS ESTATE HARDWARE _ — — — I I 333 SERVICE ROAD • SANDWIGI—I • MA FRENCH WOOD 6TATIDNARY DOORS MR PRE-FINISHED I I 6 WIH31611 INTERIORS AND GRILLES /4°•1-0° G T CN235 CASEMENT WITH PRE-FIN19Hm INTERIORS,WHITE SCREENS AND VINYL GRILLES 0/13/03 1 • A THERMA-TRU SMOOTHSTAR FIBERGLASS 6-PANEL I FEL L EGRINO RESIDENCE XJ MIN.FIRE DOOR,4,S/16'JAMB,ADJ.SILL SINGLE BOR 5 TT THERMA-TRU SMOOT14STAR FIBERGLASS 9-LITE DOOR 233 WIANNO AVENUE • OSTERVI • MA 74_ 4.9/16'JAMB,ADJ.SILL.DOUBLE BORE OLDE CAPE BUILDERS,INC. COPYRIGHT 2003 FIRST FLOOR PLAN -2 e 1 40-0- I r.�• m�2Ye. RENOVATED ® RENOVATED 44 caV-Q•Y. t� _ MASTER SUITE MASTER BATH ' ruRPeri WALK-IN - CLOSET `S7J Y Y s -a RENOVATED i BATH �o \Q V v S m RENOVATED EXI flN LIVING ROOM BEDROOM EXISTING NEW UNFINISHED SPACE - z-w Q *-- n.�. - S I I 4 Q UNFINISHED SPACE _ I - PROGRESS PRINTS-NOT FOR CONSTRUCTION OLDE CAFE BUILDERS, INC. 24•-0• 333 SERVICE ROAD • SANDWICH • MA llAL)/4%l'-O" C DAIL 10/13/03 PELLECaRINO RESIDENCE 233 WIANNO AVENUE • 05TERVILLE • MA OLDE GAPE BUILDERS,INC. COPYRIGHT 2003 SECOND FLOOR FLAN A-3 x /a 'V 1 S ® � N LF 7$' cl ;x �o M - cn03- 39'-I17b" :s yam• i71 2Y-6" �0 cc): m I I 2"1'-6° OLDE CAPE BUILDERS, INC. 333 SERVICE ROAD • SANDWICH • MA tu AL /�„�1 jj C UAIL 10/13/03 PELLEGRINO RESIDENCE 233 WIANNO AVENUE • OSTERVILLE • MA EXISTING CONDITIONS A-4 a /4.. S� 5 FP F lil El El i i I FRONT ELEVATION 12 5� LU 11 17 s� 0 r- m r- - PROGRESS PRINTS-NOT FOR CONSTRUCTION RIGHT ELEVATION OLDS CAPE BUILDERS, INC. 333 SERVICE ROAD • SANDWICH • MA Sc AL) AI'I'IIUVLU AWN' UAIL 10/13/03 PEI I GRINO RESIDENCE 233 WIANNO AVENUE • OSTERVILLE • MA OLDE CAPE BUILDERS,INC. COPYRIGHT 2003 ELEVATIONS A-5 17 `-\12 �5 v5 rrm Ell 0 UP J REAR ELEVATION 12 as 7 as PROGRESS PRINTS-NOT FOR CONSTRUCTION LEFT ELEVATION OLDE CAPE BUILDERS, INC. 333 SERVICE ROAD • SANDWICH • MA 10/13/03 PELLEGRINO RESIDENCE 233 WIANNO AVENUE • OSTERVILLE • MA OLDE CAPE BUILDERS,INC. COPYRIGHT 2003 ELEVATIONS A-4O -]x p RIDGE 5� -90 YEdR ARCH.BERIEB dONGLE•- .OVER Ir FELT 12 T.fA CGLLdR TIES.-I O O.C. -OVER S/0'CDX FIR DNEATNING -N DNEETRDCK -ovex I x.eTRAPPING 1= COLLAR n -OVER]X D CEILING Yx8T6.K'O.C. !O TEAR ARCH.BER�9 EMNGLE9 -WI R-80 IN9181TION -ovsz D•FELT UNFINISHED 5PACE over s/B•mx Fox BNEATNB]G DATT eL1IlATbN -R-'A DdR 1-1— -PROPER-VENT PL9TdLLm dT EdVEB -PROPER-VENT M91dLLED AT EAVES -AWK ORIP EDf E COM.dLLD'tRWt'.GQREix 8/.'T.FIR PLTWDOC .U]•0/✓fFROCK 0 F^l 4LNp AND Ndlla dLLe•I.LM3�EDGE .OVER 1 X.BTR<PPING 1 x 0 BOTSR I dLMINUY.G1ITTER -OVER]x 0 CEILING 1719T8.W'O.C. I -CONT.BOFFR VENT DeC FLOOR K'O.G. X 8 FdBCId R-8D INBMLAT.. 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DRA—BY JFDC DAZE iol 13/n-Al RFNSED PEIIEGRINO RESIDENCE 233 WIANNO AVENUE • OSTERVILLE • MA DRAWNG NUMBER SECTIONS A_1 ASPHALT SHINGLES ON 112"MIN.PLYWOOD SHEATHING ON APPROVED ROOF TRUSSES OR WOOD RAFTERS(SEE PLANS) 36° —2X4 P.T.TOP RAIL USE'H'CLIPS IF SPACING 24'O.C. ROOF VENTILATION 1;300 OF THE INSULATED CEILING AREA UNIFORMLY DISTRIBUTED DO BAWSTERS SAVE PROTECTION TO EXTEND FROM THE EDGE OF THE ROOF,36°UP THE 51-OPE BUT NOT LESS THAN R'BEYOND THE INTERIOR FACE OF THE EXTERIOR WALL 5/4Xb P.T. BAFFLE AS REQUIRED FOR ROOF VENTILATION CONT.FLASHING DECKING OR DRIP EDGE W 2X4 P.T.BOTTOM RAIL ALUMINUM GUTTERS Y' 1"xS"FASGA 1'XS'SOFFIT W/VENT c 2X8 P.T.JOISTS 2-2XB P.T. BED MOLDING ON FRIEZE in"LAGS STAGG ED FRAME WALL CONSTRUCTION AT 2 O.G. FINISH AS PER ELEVATIONS TYVEK OR EQUAL HOUSEWRAP BASEBOARD RED CEDAR CLAPBOARD < 4X4 P.T.POSTS 2'x4'LOOP STUDS-16"O.C. FLOOR FI 1 I R B INSULATION-CONT.4 MIL VAPOR/AIR BARRIER 3/4'T I G PLYWOOD SUBFLOOR OR INTERIOR WALL FINISH APPROVED EQUAL ON WOOD FLOOR DOUBLE PLATE AT TOP W/SOLE PLATE AT BOTTOM JOISTS (SEE PLANS) P.T.SILL PLATE FASTENED TO FOUNDATION FINISHED FLOOR WALL WITH Ill°DIA.ANCHOR BOLT5 EMBEDDED SILL SEAL BETWEEN PLATE(FOUNDATION WALL CONTINUOUS H JOIST W/ / nIN Rig INSUL. GALV.POST BARRIER00 EXTEND VAND SEAL TO JOIST 5TAND-OFF 8"DIA.CONCRETE AND SUBFLOOR ni. �_—FILLED SONO-TUBE JOISTS TO BE BRIDGED WITH CONTI SLOPE GRADE AWAY FROM BLDG. I"X 3'STRAPPING OR 2'Y.2'CR09S 12, BRIDGING OR SOLID BLOCK - .G be POURED CONCRETE WALL I I BITUMINOUS DAMF`RO ON CONCRETEFO ON POURED CONCRETE TE FOUNDATION WALL WITH —T TAR OVER POURED FOOTING SEE PLANS I I (POURED CONC.WALLS TO HAVE HOLES FILLED WITH 1 I DEMENT MORTAR OR DAMPROOFING 1 B n 1 1 DRAINAGE LAYER(OPTIONAL) -MIN.314'MINERAL FIBRE INSULATION WITH A DENSITY OF NOT LESS THAN 3.6 LB/CU,FT, BASEMENT SLAB lain OR MIN.4'OF FREE DRAINING GRANULAR MATERIAL, J019T9-Ib'O.C. 24' 4'POURED CONGR SLAB OR A 13 M.E.C.APPROVED DRAINAGE LAYER MATERIAL 2'' P.S.I.W/6 MIL POLY 3500 P.S.I.WITHOUT BEAR ON COMPAC SOIL CONCRETE FOOTIN TO BEAR ON 4"DIA.WEEPING TILE W/ B ry UNDISNRBED 901E b'CRUSHED STONE COVER(OPTIONAL) FRAME WALL SECTION - CRAWL BASEMENT DETAIL WOI SCALE: N.T.S. PROGRESS PRINTS-NOT FOR CONSTRUCTION OLDS CAPE BUILDERS, INC. 333 SERVICE ROAD - SANDWICH • MA /4"-1, ^II G 10/13/03 FIlLIJ PELLEGRINO RESIDENCE OLDS CAPE BUILDERS,INC. 233 WIANNO AVENUE - OSTERVILLE - MA COPYRIGHT 2003 DETAILS A-8 TYPICAL FLOOR, -In".UNDERLAY _ ..-- 3 4'TK.PLYWOOD SUBFLOOR --SW 6LLFIRE'RATEDD DRYWALL HOUSE BETWEEN GARAGE -{ TYPICAL FLOOR: - 41?'BCI'1'J015TS•16'o.c. 2'x4"STUDS Ib'o.c. _-" TYPICAL FLOOR: . IR'UNDERLAY SOLID BLOCKING BEARING BATT INSULATION ' i- 172'UNDERLAY 3/4'NDTAG PLYWOOD SUBFLOOR _ - — 41R'BCI 1'JOISTS I6'c.c. SOLID BLOCKING•BEARING �` J•I in'DRYWALL I\ 90LID BLOCKING BEARING IN _.FMIBH GROUND FLOOR _7 _.-FINISH GROUND FLOOR , FINISH GROUND FLOOR -,-`\ BAIT INSULATION '\ 2 r.8 CONTINUOUS WOOD PLATE 3•1-3/4'X--Ie LVL BEAN I I C 12 x 6 CONT.P.T WOOD PLATE c.m. BOLTED TO STEEL BEAM WITH in x 12 ANCH.BOLTS•48'o.c. - _ In'DIA. BOLTS 48'o.c.STAG. li l '• ' STEEL.JOIST HANGERS �� - � �.N1I I Imo'- c/u SILL PLATE GASKET C 99'-0 In, .I l _ .. r.BEAM TOP OF-CONCRETE WALL \ C 7p _ -- �`4'x I/4'x B'5173 \.Irc / TYPICAL BEAM DETAIL j a TOP AND Bonon PLATE m la WOOD /FLUSH BEARING + �`'_ _� — �r s3' m " /• SCALE I'•I'-O' '\\ .. m �• FINISH GARGCaE FLOOR WRH Vl'x b'ANCHOR BOLT 4'CONCRETE SLAB `\ ~ I I _ _. 3-In STEEL COLUMN ON COMPACT FILL I. (10 KIPB) =!`e T. L _ TYPICAL BASEMENT WALL 2 CpATS BITUMINOUS EnUL510N TYPICAL BEAM DETAIL B'CONCRETE WALL STEEL /BOTTOM BEARING 48'BELOW GRADE 5CAL L 1'•I' O' TYPICAL PERIMETER DETAIL BETWEEN GARAGE AND HOUSE SCALE 1'.1'-O' i PROGRE55 PRINTS-NOT FOR CONSTRUCTION OLDS CAPE BUILDERS, INC. 333 SERVICE ROAD • SANDWICH • MA bc AL /4".I'-0" UNnwN C oa 10/13/03 �Z>LD PEI I GRIND RESIDENCE OLDE CAPE BUILDERS,INC. 233 WIANNO AVENUE • OSTERVI RLLEE - MA COPYRIGHT 2003 DETAILS A-9 aeli.Jb1/4" i I i i r_i I.vrxv.•EVL escn ]xW Rm JOIETE p 1 O IS ING 2XE FL OR if TVO 1 O A cn • e O •I I Al L]x10 DELI'1 ' • EXISTING NEW V DROP FOUNDATION WALL 24' PROGRESS PRINTS-NOT FOR CONSTRUCTION OLDS CAPE BUILDERS, INC. 333 SERVICE ROAD • SANDWICH • MA /4II,I G 10/13/03 PELLEGRINO RESIDENCE 233 WIANNO AVENUE • OSTERVILLE • MA OLDIE CAPE BUILDERS,INC. FIRST FLOOR FRAMING PLAN COPYRIGHT 2003 A-10 A143I('x1t'LVL GEan Sx10 RT.IOleit O 15 ING 2X R- OR i r O A N s n A,:%10 BEntt EXISTING NEW z X T O ae (1 PROGRE55 PRINTS-NOT FOR CONSTRUCTION OLDE CAFE BUILDERS, INC. 333 SERVICE ROAD • SANDWICH • MA G 10/13/03 PELLEGRINO RESIDENCE 233 WIANNO AVENUE • OSTERVILLE • MA ULK OLDS CAPE BUILDERS.INC. SECOND FLOOR FRAMING PLAN A COPYRIGHT 2003 fi�l� I I I I I I I I EXISTING ROOF TO REMAIN ROOF DECK I . I I I I � I I I I I L3/.'%M1VD'LVL EXISTING NEIU I U I � m Q � 0 0 PROGRESS PRINTS-NOT FOR CONSTRUCTION OLDE GAPE BUILDERS, INC, • 333 SERVICE ROAD • SANDWICH • MA SCILI /4".1':O G 10/13/03 PELLEGRINO RESIDENGE 233 WIANNO AVENUE • OSTERVILLE • MA oLDE CAPE BUILDERS.INC, ROOF FRAMING PLAN A COPYRIGHT 2003 /"1'12 A, PLAN FOR RENOVATIONS AT SMWEDETICTORS REVIEWED THE SMAIL RESIDENCE LDING DEPT. DATE i FIRE DEPARTMENT p-E_ 233 W I ANNO AVENUE BOTH SIGNATURES ARE REQUIRED FOR RERMIrrING OSTERV ILLS, MA 02655 DRAWN SY: .owe BUILDING CO.- i n�c_ 333 SERVICE ROAD • SANDWICH = MA • 02563 PHONE: 508-426-3200 FAX- 508-420-1321 EMAIL: INFOOOLDECAPESU ILDERS.COM INDEX: A-0 SITE FLAN A-1 FOUNOAT/ON PLAN A-2 FIRS FLOOR FLAN A-3 SECOND FLOOR PLAN A-4 FRONT ELEY,4 TION A-5 REAR ELEVA TION A-6 R/614T ELEYA T/ON A-1 LEFT ELEYA TION A-8 SECTIONS A-9 OETAILS A-10 Z>L7AIL6 A-11 FIRST FLOOR FRAMING PLAN A-12 SECOND FLOOR FRAMING FLAN ASSESSORS MAP/PARCEL A-13 ROOF FRAMING PLAN TOWN OF 5ARNSTA5LE - 140/13S/000 1 � 1 , , m + E N r � z` a � z z v D O z ----------------�� I N D � � m I o / \ v / / i i i --------------' 4 �0o z O m m m -40 x E 4 T T — — — - I , CONC ET APRON i °. 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