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Home My WebLink About0007 POINT HILL ROAD 1 O� NO.1W 1/3 ORA MAM M U" ESSIM S THE T��`n TOWN- OF BARNSTABLE BA"STSDLL "b 9 ,,� BUILDING INSPECTOR a YPY OF. APPLICATION FOR PERMIT TO ,T TYPE OF CONSTRUCTION ...... e/l!.�l. .......... . rK/.....,s�r..�......19..7�,1 TO THE INSPECTOR OF BUILDINGS: The"underiigned hereby applies for a permit according jto the following information: Location ..... }.r',,�p� ........ v;ol .1i 1�.'//..,t�G/�.......1 .................................. ProposedUse .....pallelll- . . ........_ ......1....A ....................................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner �Y..�.O..... ......... /"/' ��!'-51.� Address s' .... .... �....... ....�..�... .../..r1.e..... ':,.....�..r.�,t4V1.t.C`�.. ..f ............... Name of Builder ............................... ..................Address .................................................................................... Nameof Architect ...................�.... ........................Address ....................--....................................................... Number of Rooms ..................4:/...........................................Foundation ....✓.dli',01C...................... ....... Exterior ... iJi`.i!I �E?/ �ad�?QrJat Roofing .......l. -Ara.S7.Y..'...s,4,.ac ..Leo............................ Floors. ....., ?A_27 /�-IZ4�pQ�..............................................Interior .......s��/Z.E / 4 rC, /........................................ Heating ....zF/41,/f.....7 e.....0 .4...............................Plumbing .....90"e.�L°,(��.®�1-X., .r................................... Fireplace .................../..........................................................Approximate Cost ...... Qy.lep.%VA.40'25?.................... .. ...... Definitive Plan Approved by Planning Board ---------------________________19 Diagram of Lot,�and Building with Dimensions SUBJECT TO APPROVAL OF BOARD OF HEALTH \ '. i J,6 Z35� 4V0 SQ.F1, (7� Ta �- ',A j LA pa q �i i well go a 13+° I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable reg ding the above construction. Name .. .... . ....�1!//d:.... . ../ . . . ............................ DiPersio, Carlo M. 15908 two story No ................. Permit for .................................... single family dwelling ................................................................................ Locationrl Point Hill' Road ................................................................ West -Barnstable .......................... .................................................... 12 9 C Owner Carlo M. DiPersio ................................................................. Type of Construction frame ..........................:................ ................................................................................. Plot ............................ Lot ..................#1 .............. e ... ... ..... ........ 73 Permit Granted .....FqbruaX 20..........19 -1- 90%�4 Date of Inspection ... .......... Date Completed ..... PERMIT REFUSED ................................................................ 19 ............................................................................... ........................................................................... ............................................................................... ........................................................................... Approved .................................................. 19 ....................................................v.......................... ................. ............................................................. ERT -J ARCHITECT'S,INC. AR�mcTs.s1»�c®u�y.�ypR . 1N�fl!'i rAwl • �flM YA�l11� WRAAAltT1�W �Od)M-2= FINISH FLOOR LIVINGROOM GREAT ROOM 3/4•PLYWOOD SUBFLOOR ' 2X12 JOISTS y EXISTING R-30 FIBERGLASS INSULATION GARAGE DECK 2'FOIL FACED RIGID INSULATION1 �, .A� d, 20 CONSTRUCTION ADHESIVE ADDITIONS C RENOVATIONS FOR.- DETAIL P,SUNROOM FLOOR SCALE: 1•=1`-o• THE GIBBONS RESIDENCE 7 POiNT HiLL ROAD BARNSTABLE,MA EXISTING EXISTING EXISTING SUNROOM SCREENED DECK POST TO SONG PORCH OVERLAY NEW ROOF ON TO TUBE BELOW NEW 6068 SLIDER EXISTING. COVER WITH LINE OF EXISTING WALLS �EPDN ADHERED ROOFING MEMBRANE 2�HEADERIABOVE LVL FIELD DETERMINE PITCH. ttcs Pwrs AIE Nm TD ugD 5/8•COX ROOF SHEATHING Pm PPmuTnwc m mNsmurna L OUVi 20i 3/4•xi1 7/8•LVL CnT=-PYKTINlDWINAp —•-- YTun HEADER ABOVE ._.............. .. ....._..... _..._...............__. ..... ..._._............._....,..................... NEW SUNROOM, ¢4 RELOCATE AR E%i G NDOws SUNROOM EXTENSIONPOR - g''" '"t'GDON..__...........__... .-...............................__......._.__.......................... CH, h DECK I z41 S� Ak'IGN�ORGH-FL-OOR-.....— / / iR Mai= ALIGN NEW FINISH FLOOR ..........:........ - ___.__..__...._.._..,......................._......__..._... OfD 201 3 4•X71 7 8•LVL CONT.HEADER U W/EXISTING --Fl npRs- 6EN�xAN6G A. ALL ff mEAS ARRANmIT. omo¢AND 2X10 RAFTERS O 16. O.C. 3¢ 1, -..____.___._._______....._._._.._..__...................._..._....._.........,..r,,. ..___._....._ R-38 FIBERGLASS INSUL z _..._.........._ . ._....... .....__...._......_.. 6 ERT ARDII AC NG K PART 1R YIALL RAFTER VENT 7 PROVIDE NEW 3 4•X9 1/2• eE umm�er ANr PERSOL PRa w mtlgRAtmt / PHA ANY PTO@O�DI®T WIN-E t NQ -- 1.9E LVL HEADS OVER WINDOWS ��X4PT POSTS ENCASED PERtom eP tNE mat EAT AROatEC15•RICY-to]/a• 7-to 3/s'Y-tD 3/a•Y-tD]/a' W iX TRIM 5� ED EO EO W MATCH/IXIST.SPACING VENT BAFFLE i te'-o• u'-r 1N•_N; PROJECT#: 040211 201 3/4'X9 1/2'CONT.LVL HDR •+� PROVIDE CHARCOAL COLORED DATE ISSUED: 02.07.11 2X8 COLING JOISTS O �FIR`StT FLOOR PLAN IN SEORCH DECKING. ii 2%4 EXTERIOR WALL 16. EIU TO MATCH ___________________________________EXISTING CEILING HEIGHT ; _ REVISIONS: EXISTING STRUCTURE ALL NEW ROOF FRAMING To BE _ / COX PLYWOOD EXISTING SPF�2 OR BETTER NG WALL O TYV O.C. UNLESS OTHERWISE WC S BUILDING PAPER EXISTING Is- �j SEE DETAIL NOTED, TYP. !% WC SHINGLES a THIS SHEET SUNROOM t/2'GWB W/VENEER ALIGN FLOORS , PLASTER / R-15 FIBERGLASS INSUL 2%t2 PTO 16.O.C. • 0.1 R-30 FIBERGLASS INSUL 3 1/2•Xtt 7/8•WOLMANIZED PERMIT SET 02.07.11 PROGRESS SET 9MPSON AP54 POST BASE PRICING SET/ PROGRESS 10 DIAM SONG-TUBE SECTION NEW SUNROOM :%/ ' /; i ,' w/elcFooT FoonNc A / / % S ' „i !'j �� '---------------- ,�1 aR i 07 / / ! PORT,ON u ay OUTLINE OF STRUCTURES ABOVE—; TYPICAL NOTES STRUCTURAL ENCMEER//ppEEyyryryRNLT TD OR TO PRAYING BY INTERIOR VAIEII PRAYING 5 COMpNE7E AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER 6DARD/PIROSM. %', � - COINIRACTIXR SHALL SCHEDULE AND PROTECT fORY YA:ATNER ALL - EXISTNG NIXTSE NX1MpONEN1S ANO INTERIORS OUPoNG CONSIRUCTON AND CONSiRUCf IEIIPORMT SiRUCIUREs/FJIaOSURES AS MAT BE 0 1 2 4 6 NECESSARY CONTRACTOR SHALL ADJUST TOP UNLESS OTHERWISE NOTED. 1T INSURE SUCH PROTECTION. OF TUBES TO ALIGN NEW FINISH CONOIngS PR�jOp TO lE INSPECT ALL E%ISrMC K PRMOSED F ETYA µD µ UTM^�NYµD�NO�t OUAM�TERm FLOORS w/EXISTING. CONTRACTOR SHALL CONSTRUCT AND YAINTAM TEYPDRARY WALLS/ SHEET NO. INTEGRITY OF SNORING ETC. V MAINIIN�R/pROTECT EXISTING NWSE AND SIRUC RAL '^` •--•--••--- ---•----.-- CONTRACTOR SHALL 91E INSPECT ALL EIDSRNC VS.PfiOPOSED `,•2X12 P.T. O 16•O.C. ` Do CONDITIONS PRIOR TD ANp WraNC ar+SmUGnw Arro uAKE ADdOSTYENrs ADJUST THESE TO TUBES TO i WOIRX p�R'�ivsP•Tcme INSURE COYPUANEE MTM DF94M PARAYLTTRS AS .BE TIGHT TO SIDES OF PROVIDE 3 1 2 X11 7/8• c 141 HATCHED AREAS INDIG EXISTING SEPTIC TANK pA ALONG LENGTH tE EaSTING CONDIMONS wOLMAN13 1 PARALLAM TOTAL NUMBER OF SHEETS DASHED UNES INDICATED EaSTNG CONOITIDNS TO 6E REMOVED/AL-- 3U IN SET: AS USED IN THESE DOCUypNTS'PROVIDE•MEANS 4VRNI91 AND INSTALL' OF E REAR ELEV a zm PROVDE SINPSON AP54 %� •HERE AN ITEM IS REF73lREfl TO M SMGUTAR NUMBER M THE Cd/T11Att POST BASES BETWEEN BEAM __I r ON OHOg17$PROVWE AS :._.,-3''-_ 1�_'.._"__.-._ ,M . � ti MANY SUCH ITEMS AS ARE NECESSARY TO COYPIETE @TUBES. , . , _ .•_, i __1 i , ��..__,-___--!� '�.-.C:.-. . , 5-0+ - !-t t a" T-1 t a• S'-Y f S'-B t/Y S'-A- 5-Y 10•DIAM SONG-TUBE FIELD VERIFY THIS SHEET INVALID W/BIGFOOT FOOTING PROVIDE MIN.FOOTING COVERAGE. TYP. TUBE/FOOTING PLAN UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS `pFINE ip Town of Barnstable BARNSI'ABLE. Regulatory Services I. MASS. 0 039' Building Division pfFD MPS� 200 Main Street,Hyannis, MA 02601 r Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection P Location Permit Number Q l7 O Owner Builder ��- 5 One notice to remain on job site, one notice on file in Building Department. The following items need correcting:4x'()WxW-'e 15, 411v) 0 C p N�ot/�e�f5 �TFf o� o 7-L--7e s 4o vF 7leJY�5 �4>� fl;& /i¢7E�S 7-0 y' Please call: 508-8624@W- forrire-insp ction Inspected by i Date �° TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION J o2 0 1 ( NO B Map I Parcel 61 (l Application # Health Division -Date Issued _47- A.3 t t Conservation Division 1 Application FeErl SI) c Planning Dept. Permit Fee ` l Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address / / Village Owner d0/Vf Address C O Telephone 1kD4 ?4_) t Permit Request ✓��I15��G ti �� t;G�4it sezy JC_AZ22,L D �C Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type- Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting d^ocuimi tation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) F �, Age.of Existing Structure Historic House: ❑Yes &No On Old King's Highways=-fie ❑ No Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: Y 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 i2ko Fireplaces: Existing i New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:-existing ❑'new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes cI No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Sow 4wersv Telephone Number y' o Address / (f 6 License # Lf Home Improvement Contractor#IV Worker's Compensation # Yq,35 -P-ay-u ALL CONSTRUCTION DEBRIS RESULTIN FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE A DATE c FOR OFFICIAL USE ONLY APPLICATION# - r DATE ISSUED MAP/PARCEL N0. k ADDRESS VILLAGE ,f OWNER _ g DATE OF INSPECTION: r /lac�) t 'l FOUNDATION � � tG �j liA*CA- FRAMES INSULATION FIREPLACE , ELECTRICAL: ROUGH j. FINAL PLUMBING: ROUGH FINAL �+ GAS: ROUGH FINAL' FINAL BUILDING DATE CLOSED OUT r ASSOCIATION PLAN NO--4 ;J c RightFax C2-1 6/30/2010 5 : 38 : 48 AM PAGE 2/002 Fax Server ACOR®. CERTIFICATE OF INSURANCE DATE(MM\DD\YY) 06-30-10 PRODUCER .THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY;.AND CONFERS NO RIGHTS UPON THE CERTIFICATE NORTHWOOD GSHBAUGH INS HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 540 MAIN S fRLL`f ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. STF 9 COMPANIES AFFORDING COVERAGE HYANNIS,MA 02601 COMPANY 73BIlL A HARTFORD GROUP INSURED COMPANY . B SEAM E ANDERSON'CONSTRUCTION LLC COMPANY 50 TROWBRIDGE PATH C W YARMOUTI1,MA 02673 COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE 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 BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM\DD\YY) DATE(MM\DD\YY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. S CLAIMS MADE OCCUR. PERSONAL 88 ADV.INJURY S OWNER'S 89 CONTRACTOR'S PROT. EACH OCCURRENCE S FIRE DAMAGE(Any one lire) S MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(Per Accident) S HIRED AUTOS PROPERTY DAMAGE $ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS AUTO ONLY-EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT S AGREGATE S EXCESS LIABILITY UMBRELLA FORM EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION AND A EMPOLYER'S LIABILITY UB-4235P397-10 05-21-10 05-21-11 STATUTORY LIMITS X THE PROPRIETOR/ EACH ACCIDENT $ 500,000 PARTNERSIEXECUTIVE INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: X EXCL DISEASE•EACH EMPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONSISPECIAL ITEMS TIIISRrTLACIS ANY PRIOR CERTIfICATE•(SSUL•DTOnILCERTU'ICATE HOLDERAIITCTING WORKERS COMP COVERAOC CERTIFICATE HOLDER CANCELLATION SHOULD A14Y OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION TOWN OF BARNS�rAI31.F DATE THEREOF.THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO MAIL SUCH NOTICE 367 MAIN STRhIi r SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. BARNSTABLE,MA 02601 AUTHORIZED REPRESENTATIVE ACORD 2s-S(3/93) Ramani Ayer The Commonwealth of Massachusetts r I Department of Industrial Accidents 1 �k.j L� d Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia• Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Or ganization/Individual): �� +C�r �Ms✓7Zi/��0 Address: city/state/zip: ?Phone Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 1 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. t 7• Remodeling ship and have no employees These sub-contractors have S. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp, insurance 5• ❑ We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 1 1.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.}t employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box tl I 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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Policy#or Self-ins. Lic. #: �� '� —(� Expiration Datd: �' I Job Site Address: I/d t/S��`IT�C.L- City/State/Z.ip:/f, Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.06 and/or one-year imprisonment, as well as civil penalties in the form of STOP WORK ORDER and a fine . of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of. Investigations of the DIA for insurance coverage verification. I do hereby certi under th in and penalties of perjury that the information provided above.is true and correct. Si nature: Date: 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 5. Plumbing4rrspector '6. Other Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of 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-contractors)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited.Liability Companies(LLC)or Limited Liability Partnerships(LLP) with no employees other than the members or partners, are not required to carry. workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents, Should you have any questions regarding the law or if you are required to obtain a workers', compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line.. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant . that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MAS.SAFE Fax # 617-727-7749 i Town of Barnstable Regulatory Services RARNS IBLB, MAR9 �. Thomas F. Geiler,Director J6�� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 Kewv.town.barnstable.ma.us Office: 508-962-403 8 Fax: 508-790-623 Property OwrierMust Complete and Sign This Section If Using A Builder I, yj�jfs , as Owner of the subject'property hereby authorize )G'Y 6i,j'��?� �(' to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of job) Soktlof Owner ate Print Name If Property Owneris applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable v`C'4 ir .roky H� o Regulatory Services a.�axsrAs�.E. - Thomas R Geiler,Director MA-M 165p. Building Division PrFD µAS�. Tom Perry, Building Commissioner 200 Maid.Street,._Hyannis, MA 02601 yt-wv.town.barnstab le.ma.us Office: 508-862.4038 Fax: 509-790-6230 HO EOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone#, work phone# CURRENT MAILING ADDRESS: city/tawo state zip code Tlhe current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFITMON OF HOYYMONYNER Person(s) who owns'a parcel of land on which be/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 constrycts more than one home in a two-year period shall not be considered a homeoRmer, Such "homeowner"Shall submit to the Building Official on a form acceptable to the Building Official, that be/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.be/she understands the Town of Barnstable Building Department „M;n;mum inspection procedures and requirements and that he/she.will comply with said procedures and requirements. Signatiirc of Homeowner Approval of Building—Official Note: Tbree-family dwellings containing 3 5,000 cubic feet'or larger will be required to comply with the State Building Code Section.127.0 Constriction Control. HOMEOWIKER'S EXETenbN .The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section.(Scotian 109.1.1 -Licensing of construction Supenrisors);provided that if the homeowner engages a person(s)for hire to do such wofk, that such.Homeowner shall act as supervisor." lriany homeowners who use this exemption arc unaware that they arc assurring the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly, when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsib)c. To ensure that the homeowner is fully aware of his/her rtsponnbiliriu,many-communitics require,as part of thc permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the)ast page of this issue is a form currently used by several towns. You may care t amend and adopt such a form,/cm-6fication for use in your community. `� ✓!ce �anvnzaiuuea.�/a �,///laaoac/zuael�a _ Office of Consumer Affairs&Bu3i,ess liegulatio�: i License,or registration valid for individul use only;,.• i ( HOME IMPROVEMENT CONTRACTOR befhre the eXpiration date. If found return to: I. i s ., �C ce of Consumer'Affairs and Business-Regulation Registration: ?.8?78 10 Park.Plaza'=Stiite 5170 l Ex iratio.n:"'5116/2011 Tr# 2873S6 p Boston,MA 02116 ( `t Type:,�lrtdiiiidual_ -SEAN E.ANDERSON f� '.SEAN ANDERSON = ' ro TRO,WBRIDGE PATHS �� ` �" < - r I u- W:YARTMOUTH,NIA 02673 a Undersecretary ] ;!, N valid wrthouf:8tgriijf" ll .7 a Massachusetts- Department of Public SOON Board of Building Rct-Fulations and Standards Construction Supervisor License License: CS 74101 SEAN E ANDERSON 50 TROWBRIDGE PATH WEST YARMOUTH, MA 02673 Expiration: 2/24/2013 ' Tr#: 9749 Commissioner — . 1 "•k [p :__-..: : U_rN.T_:_.- :/:G:z::_.:.2,0: p:. :-Pw�A r WAY rK M . l V2 stony- woop GJLR-inE V �"I h i _ \ � _ _ter• 3 0 I_`o - P - \ .. a r.,j /V:3, A Qs- 7tO 7- BCU '° z I 4: v 3 0.3S NF.F7- -Iolq6Y _Oct I CERTIFIED PLOT PLAN W177f-1,V A LO CAT-I:b N?P.�•N [C M 54w W10 a SCALE . ./.� s, ow,��. " ernvv- � ii/t>_CN.D:. Z-�'oo9/. �. .�3�". • --- --- ------ --- �":. .._._ , DATE . . . . oo 7C ;Qlz tiisEO..__:frGvs71:9�, 9�5 yGE PLAN REFERENCEL,s�Q-r3&�ivsT!�B�* S , wicy��1r4.�• �o rL P�.v7'yr � .�vs CldouJ�?-L �"�J f!Lo2 �Or2P,Yi911- ,OIa Ye4� r ,77i�Yl97" sew a i33,41Z�✓s?�<�Lt AIX), C, Z f�9 PG. /07 I CERTIFY THAT THE eKI/ 71nJ6-D4/EZl//vG L SHOWN ON THIS PLAN IS LOCATED RN THE GROUND • « AS SHOWN HEREON P ! Np SUK!" DATE 'ETITIONER:, l!YEETyiiY�aJT , �If�SS• REG. PROFESSIONAL LAND SURVEYOR n^ 1 �� . � t -, y i ' � l � I �- �..�,goy � �� i __ � 1 , �ofYHErokL Barnstable Old Kings Highway Historic District Committee 200 Main Street, Hyannis, MA 02601 i TEL: 508-862-4787 Fax 508-862-4784 MAM �p 1639. s��0 rfo MAl APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made, with four(4)complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings,or photographs accompanying this application for: Check all categories that apply; 1. Building construction: ❑ New 14 Addition ❑ Alteration 2. Type of Building: 91 House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting, roof ❑ new roof ❑ color/material change, of trim, siding, window; door 4. Sign : 0 Ne ):Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ tennis court ❑ Other 6. Pool ❑ swimming El Other man-made pool Type or Print Legibly: Date: Address of proposed work: House# 7 Street: 70/ T /LL Village 4),E Aysj' J�Ce_Assessors Map Lot# 136 6/4 Description of Proposed Work: Give particulars of work to be done: /D�t�l�oPoS c�<_ j� Cyz�-�►�� il-C.� ,c��o� 1��2 c&f�_ Ek7rI2t 02 c,j4 L-t__S r0 4.,Va6 w t--r,Vc9V7- his' Agent or Contractor(print): E E ,I_r t/1 Telephone#: Address: 56 /,eOlu-,e l/J(PG� � �! �.JESi �Al ZLz't._IM 0.26' Contractor/Agent' signature: NOTE All applications must be signed the current owner Owner(print): ��lL /LL�if'� �/A* Al Telephone#: ,` �.2 - Owners mailing address: o/- - /f/1(_ (i A& "IM, d I- D:Z Owner's signature:,e! p ` , .@ (� [ or committee use only. This Certificate is her y APPR D/DENIED Date ' Members signatures FEB - 1 1011 TOWN OF BARNSTABLE. HISTORIC PRESERVATION ny c di ions of ro 1: FEB' 2 3;2011 Town of Barnstable 1 Old Kings Highway Q:IGMD-GroupslO/d Kings Highway10KH New AppIOKH Cert Appropriateness 07.doc Committee Town of Barnstable Old King's Highway Regional Historic District Committee CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 4 Copies Foundation Type: (Max. 18" exposed) (material -brick/cement, other) Siding Type _ material: C Color: Chimney Material: Color: /l(A Roof Material: (make & style) 1= E=DO Color: Trim material /� P IZ l M E D Color: �►'}f��C� Roof Pitch: (7/12 minimum) Window: (make/model) E/t/ �lS(Jftwr material U97/-N`1 L -color Of n re- Size(s): Door style and make: material Color: Garage Door, Style Size Material Color Shutter Type/Material: Color: // ^, Gutter Type/Material:- (�U✓V1 (�� AA Color: �J f-f �—l T Decks: material I"� Size Color: �/� �- Skylight, type/make/model/: material Color: Size: -Sign size: Type/Materials: alo@ 12. Fence Type(max 6' ) Style , material: Col FEB - 1 2011 Retaining wall: Material: Lighting, freestanding on building A.RNSTABLE TO C VTIOS�P AN Please provide samples of paint colors and manufactur u )J a windows,doors, garage door, fences, lamp posts etc r,� ADDITIONAL INFORMATION: . K�n9� • ee Signed: Splan preparer) - print name � � >L � f —� tel.no. Location of application: Street no. t Street 1 At 7— 7V/v- e:/2 , Village GPI mien/SiW21 6 2 . 0AGMT-Grauvs101d Kines H4ehwaylOKHNew ApplOKHCert Appropriateness 07.doc Town of Barnstable Geographic Information System February 8, 2011 S 136008 136007 #349 ti9 s #339 R� 5PNV4 NEG 136006 136014002 #0 J#350 330 • 13601400': f 1� S a ah'ndw z t 136026 #4 2 4 O i Z . . ..... .... .... ti 1360 25 _ ! #22 O ,,.,.:::1::r:•:r;" ,.;:.:'.�;•. ?136024,} :'?i:{!;'`';I:: `.:ii. N •, .: #0 :• :i%#23i::.:..i'�'r.: •:�:::::•r:r:: :'. i?ii;:•t?::::•is::,:,::•: G,(F' - NON R J 6 � 136028 #25 136018 136029 436057E #43 #52 #445 136005 T'<`q Q 51 Feet #7 136004 cF�ro 136031 #19 #28 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:136 Parcel:016 Historic Preservation boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1'=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters—all parcels that touch subject property are only graphic representations of Assessor's tax parcels. They are not true property including those across the street or way that would touch but for the road. Abutters tN . 'E boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer ZZ FEB -7 2011 D TOWN OF BARNSTABLE HISTORIC PRESERVATION i r � E C E I V E FEB 2011 1 ' PRESERVATIONTOWN OF BARNSTABLE HISTORIC 33 �3 I. I / •B / 1 N I � 2 srony_ \ zo + Q o I i I � �' \ LE1q:cy 1A.c/1_/Ty I �. i 3 •20LLLl✓S � CERTIFIED -PLOT P R2Vr?4-7Z.TY...�QES. r- `-ice. w/T/fyn/ A L0CAT.10N'J!4-s ljA�sT,nll�- _Q,.. Jf�lyNijy. bC'i1ND.. Z SCALE DATE . .7 . PLAN REFERENCE/-.Ifv 3G. EGG . 4,6 s '��. >`fh'l�/ ?Tl�.sr Q� F y� r !YJi9ss. sc,��•�= oo o G I CERTIFY THAT THE 6Z4/WG L « SHOWN THIS PLAN IS LOCATED AS SHOWN HEREON RN THE GROUND TE� @ ITIONER:. o SU DATE ERT 1 aRcxi�rECTs,�•rc. L C� C p . .b soa wows FAvo M Y>rW.FRTARL1YlECISCOY - TOWN OF BARNSTABLE RESERVATION HISTORIC P '';, -=+'i - + -" - •-rrL;4-'f,';; ---1 _ NEW MEMBRANE ROOFING - hE_•:,..._.,.;_,.�_.'__........:.-...._.....isS,.._:_..:....--....!�]�L�:[.LL:.;w. !1':'i CUSTOM SCREEN PANELS RELOCATE EXISTING WINDOWS ADDITIONS G RENOVATIONS FOR r _ — THE GIBBONS _ ..i_...,.,:;IT;_i.;i:�!.;,1 i i�-��'.�': i;:�J, __ - NEW PT DECK TO MATCH EXISTING RESIDENCE !..;= r-' 7 POINT L ROAD • REAR ELEVATION ALL SIDING,ROOFING, AND TRIME MATERIALS h 16'-a' IY-o• DETAILS TO MATCH EXISTING, TYPICAL. EXTENDED SUNROOM EXTENDED SCREENED PORCH EXTENDED DECK - Txcsc wAs.xc xoT ro ac usm Pox Prnu!mxo oa mxsmuonox Puxrogs uraEss suuPm a vom ix ex anaxK.Aoar[ers sr�uP•xo sxw•nr¢a u.xron � u rcla.rt s[r as•r smucT!w s[r. . APPROVE �mlo cm uroniccr.,we n¢oluwxa um el+oP Txc mr,,s,.w!.wecupTi ocvus...0 . Plws woluim n�ax w�xrtn TIET MI A1S—M BY NN P T 111E PxaPmn ' � K PAT NipUTEYT;Mc x0 PNIT 1tEliEO<9,NL FEB 2 3 2011 �mmarwrP�x. wu.� „ rm.xr Puipos[exrssr wTx sprats wanrA Pmussax aP ixe rwu fltT N+auTEors we PROJECT#: 040211 _ Town of Barnstable DATE ISSUED: 02.07.11 —� ---.—:- Old King's Hig way Committee REVISIONS: - - _........ OVERLAY NEW ROOF ON 0 - '--++ - 1 ,J..',. __: B'_O• EXISTING. COVER WI ta.,1,1!-,r.,_;.1..LS,Y�•u_zJ,.!.,.Y''y.L'.. EPDM ADHERED ROOFING B AWE. 6'-O' ^�-i-f '"!-"T i�-1=^•-�� :,_rA SET 02 07 11 SUNROOM, F7 \ NEW SUNROOM, T,",.,-_I !" +L LLJr PROGRESS SET ,_u i_�t_.yfy!.__:I!:,1,,.L;i,�`. !,•,., ,.,i,-,_. ..,� - POF2CH. B DECK _ PORE{, do DECK `„-,-!--j_ �T`i.;_y PRICING SET yt: .. �. _ �__..� .T[.,.,_ ,.�t_..� r"f r..r..-•-•=._ %t "']_. ?T_�_Y'r`i"" '•'�',�,_ti-, PROG ELD MI PI C E H -._.... ,.'YI'T• i TT r'l?�T�.-.w�_: ...,,,,r11,, _,. ,(,�..'.[J�_ __ _ __ Jam.._.:.'L�IJri.L,._� ' .. "Y r 1._L .f'i7�'7 ,;�T,[''• _'Y:_P�^.:�f i• '^�J.:r 4'' :_I__.r"'�.S.i-•J:r'.i-.L-�..!:. .-'r, .i:_i " ._._._•�_'.- ..,: ' '�T';•t�'. i I r r r Yi.' .4�:� ':,v._._-+.vTL, _ \, rI f!,7i., i•:;:i;.____.__. ., pER '�•-'I "� T ,Y..r .TT.r... ,r�r 7.-... ,.:Ty`i ,�, 'lTiI�'1_,.r_ i,ts� -- - -- - --- . , ,.�',-'� ,`:::. ' , .�_`,_JT�'--;'f-Y._ wr,._,.f� -_r REXISTING rf _....., J7...!I...I- ' _� .:..4_,..1�+�.�- _ ,!r1Tr-y- ?_-,-'.Tr.�,('- OCA7E WINDOWS ) ._J' \�� 1. ..li r!.. ;, 1 .. 'if I 1:...U,f; ,i"I`..-I�i r:!...i:i.. I.:.'J r.1`.. f'i"T__"":i, — ' o— � W ' .>:_I !,:.A'_ ...x.. .r pr, �-LA .i. .�yr_ r._,, !.,',:T'T � , !.,.�.i..,r:!IIJiTI.,i., i!fw�t�4.i!.,r7 I.i 'L.LI.t!.T!'l.. i_',ri'._ i.,i_,i.. '.1J-T,,..!..�I's,TT �;` ..�m L �1 1'11 ' '°!. CUSTOM SCREEN PANELS t! 'r�• !.4. ....1.___.. J ._J 7L I r!._I.r..:J...l_i_' If�.r'.:_I:.. .•I.. h �^t'. ____i=�•'� �:rr. ! `!'I _ ] .� � 0 �73✓ Y UiH PORT, „:_. ,i - I -!.,.....,..4,_:..f:, ..Iil,•i,:.,!!.li .t._ ,.!.=., •._.1.-. L..I i.A . _,.f.!:_.i"!�.±,._!r.i:I•_..L.'J. .: ,,, �::i!7.'`t;i'!.'i:'i ":i�4-Tj; �il.!,I.�,i.L:�.r.!i �• h r!`~.r r F. 0 \ /1 NEW PT DECK TO MATCH EXISTING _ L STRA70 ri ? ,7{_ ' ILj L..i J-: I L S-i .. 0 1 2 4 9 IC-0- RIGHT ELEVATION NEW suNRooM t LEFT ELEVATION UNLESS OTHERWISE NOTED. ALL VA CLOSER THAN 1B- ALL SIDING,ROOFING, AND TRIME MATERIALS k TO FINISH FLOOR SHALL BE TEMPERED. ALL SIpINC, ROOFING, AND TRIME MATERIALS k SHEET N0. DETAILS TO MATCH EXISTING, TYPICAL DETAILS TO MATCH EXISTING, TYPICAL A.2 TOTAL NUMBER OF SHEETS ' NUMBER 2 f _ NIS SHEET INVALID I 1 - � o� T FEB Z 1 ARc�nTEcrs,INC. ' A�TgGT11 WlI1�Ii D690D119.®y{x,s{ TO OF BARNSTABLE =rA7H ` kIS RIC PRESERVATION YAId10!lAI. YA1�AO�tRT1l,YA rl 0)312- 3 (QM M-26 0 7 c mw FINISH FLOOR LIVINGROOM GREAT ROOM °" 3/4'PLYWOOD SUBFLOOR - - - --2X12 JOIST EXISTING "—.�..r � DECK R-30 FIBERGLASS INSULATION GARAGE 2•FOIL FACED RIGID INSULATION Y 2X4 CONSTRUCTION ADHESIVE DETAIL na,SUNROOM FLOOR ADDITIONS G RENOVATIONS FOR: SCALE: 1'-1'-0' THE GIBBONS RESIDENCE I I • 7 POINT HiLL ROAD BARNSTABLE,MA SUNROOM SCREENED EXISTINGDECK PORCH DECK OVERLAY NEW ROOF T TO POST TO SONG , TUBE BELOW NEW 6068 SLIDER EXISTING. COVER WITH LINE OF EXISTING WALLS 201 3 4'X11 7/8'LVL EPDM ADHERED ROOFING MEMBRANE FIELD DETERMINE PITCH. - HEADER'ABOVE 5/8'COX ROOF SHEATHING '„}I,--•s•^^^ n[g ruNs Ns NoT ro BE"E' e •Y 201 3 4•Xll 7/8•LVI_ RF}(1CpTF-FYICi1NG=MINBD — --.___..�:__ _..__:_'—�. PIIRPoSS UIIEST STAYPr➢9b® 6'-0• - z W REL H ER ABOVE __-P_QR,-:i-�'/��'F'LV.'JI -_ - LK 'X=IF' S•T'E�..- Co Awr SEr� OAR�^W sraucllhi NEW SUNROOM, OCATEEXI TI G NDOws SUNROOM EXTENSION PORCH, 8 DECK �241 ___-._-_ z• .Ak1CN-PpiC�-FLOOR._._.`_�............._....:___._..__c..— 201 3/4•X71 7/8 LVL CONT.HEADER ALIGN NEW FINISH FLOOR --- •- @B h XiS:nCI6-- ------.—.- 3Q 'W/EXISTING ....._.__.._.__._.._F.100R5_-_._........._...— ... ........ ...._._...... _ __ mn rnT.wcw.M we rNe oaArws.No 2%10 RAFTERS O 16"O.C. m "— .-SGREEN:-RAN6LS.=fO= _-.___._-._.___..____._._...._._.._..._......_........_...-__.............O _ .. W ...- ALL 6 w 0GS MRNICEYFNiS.OE9Wi NA R-38 FIBERGLASS INSUL z:a I7 II ......_.._....................._.._.........._..._.........__... ...—_--4 TGFI-D,OSTdNG'_--_-..... PUNS lED THFJE61 OR ISPMQNIFD ---_-_--_-_ -___ TNEIEBY.AHa:orta BY A.m REMAw rNC PRorvltt --- OF ERl MpgTECIS,wC NO PANT M EOP y„yy RAPIER VENT PROVIDE NEW 3/4-X9 1/Y IY urHmn BY ANY PrnSGN.NNL oR FCNmo._ 1.9E LVL HEAOE OVER WINDOWS 4X4 PT POSTS ENCASED i°I'"'^PwaosL°'aTT wTM aPcaRc MarTEu . er-o• S-Ia /�' T-Io 3/A'T-ID 3/4-T-Io /s• W/1%TRIM P Moe n¢PERM Lxr AnanrcrS,we EO EO EO EO MATCH EXIST. SPACING _ VENT BAFFLE Ta'-o' Ix'-O- II•_a• PROJECT®: 040211 • 201 3/4-X9 1/2•CONT. LVL HDR '� 2XB CEILING Jp5i5 O PROVIDE CHARCOAL COLORED DATE ISSUED: 02.07.11 2X4 EXTERIOR WALL 15'D.C. TO MATCH �1 FIRST FLOOR PLAN INSECT SCREEN BELOW i EXISTING'CEIUNG HEIGHT PORCH DECKING. ............. EXISTING WALL EXISTING STRUCTURE ALL NEW ROOFER AMING TO BE -- REVISIONS: 1/2"COX PLYWOOD - 2X1O SPF p2 OR BETTER ij,. TYVEK BUILDING PAPER EXISTING O 16' O.C. UNIL OTHERWISE WC SHINGES SEE DETAIL - NOTED, TYP. ii�u THIS SHEET SUNROOM _ 1/A2•CW8 W/VENEER AUGN FLOORS PSTER 2X12 PT O 16.D.C. AAl //' B FIBERGLASS BERGLASSIN UL. /!•///��//' F •• ! _.__.._. ... _....... ....... . ...__-. i .. R=30 FIBERGLASS INSUL 'yJ.'1 .:. �,.% .... __.... ..:..... ... _._ ___ -_..... .-.. j • �: .%' ;. 3 1//2�X71 7/B-WOLMANIZEDPA ALA ./ %!• .:/•,� % /% �/ % .: / . !:i i / �•"J�� j %l f'� 7 i SL PERMIT SET 02.07.11 SIMPSON APS4 POST BASE �! / / /!/ .'" i PROGRESS SET / //• /, // /•/ /' PRICING SET 10' DIAM SONO-TUBE _SECTION NEW SUNROOM /! ��% / '%/ r % r�j !� ,� ;� :'! PROGRESS W/BIGFOOT FOOTING A' ! i/ '%/ / .'!: �; s', .� � '' ! _ ®� AR Ar ;i ZA �: / j Y cp ppm f• TYPICAL NOTES OUTLINE OF STRUCTURES ABOVE �u �J STRUCTURAL ENGWEEIRL�//ppLEEEEippiEECNER To PERFORM M-11 IS ECTON WALL tt�AA51ENRG BdWD/FlNI9H AND PRIOR TO ENCLDSURE BY INTERIOR .•/,/' . CONTRACTOR SHALL SCHEDULE AND PROTECT FOR.HEATHER ALL - ANDEX'SIION nCOlGIS1RUCHOU�T TEYPORMY'STRUCTURE/OLCIOSVRESDURING SAA,S MAY BE ' NECESSMY TO INSURE SUCH PROTECndq. CONTRACTOi SHALL SRE IHSPECi ALL DOSnNG VS PROPo•.Z.O CONTRACTOR SMALL ADJUST 70P - 0 t x B CON-I O PRIOR TO AND DURING'CONSIRUCnON AND NOTIiY MCMTECT OF TUBES S ALIGN NEW FINISH FLOORS W/EXISTING. UNLESS OTHERWISE NOTED. OF ANT DESOTEPMCHES AND/OR CHANGES THAT YAY BE ENCOUNTERED. I CONTRACTOR SHALL CONSTRUCT AND XISTINN TE/1POR D, WALLS/ 1 10,1::: _..•..r D _ ...... Q-1•------ --------..:�.J..-.:.....'....: 1 -..O{- ...r'Q 1 SHEET NO. SITORwG ETC TO YNMTNN OTECT EIOSRNO MWSE AND S1RUC AL - _ INTERtltt a FXISiWG HOUSE I ., , ,�I•' -L�O;� ......-..... ...-........ CON'RAC nkl SNALL 9TE INSPECT/KRDY ALL E1MSAND MA PROPOSED -• - - Y A. 1 LDNpYONS PPoOR TO AND WRINGG mNSTRUCnaN AND MAID ADJUSTMENTS OG F.-E ESSMr rD INSURE COMPLIANCE wTM DESIGN PMAMElFRS AS ADJUST THESE TO TUBES TO WRK PROGRESSES BE TIGHT TO SIDES OF 2X72 P.T. O 16'O.C. I HATCHED AREAS INDICATE MSTING CONOI EXISTING SEPTIC TANK PROVIDE 3 1ZED/2-XII 7/8- o i v WOLMANDASHED ONES UNDULATED EIOSDIIG CONOInONS TO BE REMOVED/ALTERED. PARALLAM TOTAL IN SET.. SHEET AS USED IN THESE DOWMENTS TROwOE'MEANS"FLRNISN AND INSTALL• 1 E REAR E 30 PROVIDE SIMPSON AP54 %•' ONG LENGTH POST BASES BETWEEN BEAM I 'T= _;__..j .. __.;--' __ _� TR L _-_ _ •_ _ _ Za HMERE.AN IIEY I$R£FERREO TO IN 9NdlUR NUUBER IN THE CONTRACT -' ' k TUBES. �-.._..__.::_._- ):.:': /._..-..._.__:.._ .. UMBER OF S TMCUKI•S,PR IS AS MANY SUCH ITEM$A$ARE NECESSMY TO COYP(ETE - 6'-O' I/x' S'-q' S-_q• - 10•DI AM SONO-TUBE FlELD VERIFY VIE 48'.M FOOTING t THIS SHEET INVALID PROVIDE 48'MIN.FOOTING- ��'1-•f TCL 1:/Flln'T"Tl.r/'_nr A T.r� . ERT ARCHI'I'EM,INC. IIiY '�PAO um%NW% maim mm MA am f/o"an-am fat(QOQ)"*-no ......... ...: .wrcNTAnouT[cfs.cw T-7 'r'!� •LT L ,•.T?,- yY'TI^'LT;!�y=�rT?,^'! `l"r '!! !1''; _ NEW MEMBRANE ROOFINGA.1 C��-• � r, Ch";I USTOM SCREEN PANELS RELOCATE EXISTING WINDOWS ADDITIONS C RENOVATIONS FOR: 7 - THE GIBBONS TT [—NEW, �F'r-'!rrn'T, :!r. � uCp :.il. NEW PT DECK TO MATCH ExiSnrlc , RESIDENCE �''r`,a Ir�,1•i J�-^'-;-��,'-'�. j 1. 1..L�.t! 1' LJ ---^--n- ;--rr-: :�--r,.._,,:.--:, ::a �_:::ii•` �` __ �.' : : ,'i. 7 POINT HII:L ROAD BARNSTABLE,MA :::ru-i:�.`,:,:,YrTI+�',^!,t,._t.4-;.., !-..r_I.w-',: !, •---r:,"r:r-'r'r!;_?`.r?l.r.�. ..1,_, _?r REAR ELEVATION ALL SIDING, ROOFING, AND 7RIME MATERIALS h +e'-a• +Y-a• ++'-e• DETAILS TO MATCH EXISTING, TYPICAL. EXTENDED SUNROOM EXTENDED SCREENED PORCH EXTENDED DECK THEY cEAxs rAE xoT ro e[usn TOIL PONR+MG as CaNnSTAUC+IOx GMiPOgS UME55 Si/:u0E0 t 40aFD 1 1 STNN MN�i113 Ra uuIXEn M T+EA11R 2l'OA 50141AOCAW EEl`. 0 mm EAT MOB+ELIs PIG 1NE OAAQlrS MD ru?1NE K.+S MA:WQLFATS OF9O.i•rm Gums wpu+m TNEAEON w AEPAESExTED 11EJiEAY,ME OEEED BY I:+N T— 1ME RtOPEATY K EAT MOATEOTS,MG NO GMT+IfMOi 8E URJgD BY MY RIi Nbl,pR CQfPOR�l10N foA MT R,BOSE Df®T MIT ,GEOOC,M1lEN oFAl,ssaN a THE E,N EAr MCI,IECI;,¢ ' PROJECT#: 040211 DATE ISSUED: 02.07.11 :...... .... REVISIONS: , „I: !: !L'I ui1 I.Ls 1' t 1•;_,s(;.i.... J:r.E•Itw: .1.: :_,ii 1 I_;,.,!I 1 1' _ — r= rrrL oz o711 OVERLAY NEW ROOF ON TO -;`!'�Y._�r y-;r PERMIT SET _}y. L.?_!"'•1 i f`.!_:r!;:, !_� !J.i .. EXISTING. COVER WITH 1C.;:i,':" ..ia"""'";. '!'.';;:T i,:.,... 't,.. 1`,Jr' PROGRESS SET 6'-0� NEWd'-O� f , ! i EPDM ADHERED ROOFING MEMBRANE, I,--�- ROOM. ,:_rT<r;'-" � T:."I_�i:.:T7-J�y_ y" -T'.i. PRICING SET PORCH. do NEW DECK M. Fl ITCH. - PORCH. &DECK r, -''}' �, ,1 ' .-i.1..L'�w.a..r..:...r:..,...:,.�-C._..:r.�.s�'' �A,.!_:! PROG , y ' I,.I,LI. _ Tt:! .•,1.�.,'-�r""I`'j Ll iJ;.4t y I.i,.:a.�l...4.4:r_;;r'-L^_!:rt. _'r.l' ''� .�.�iY.�a�a::i;J:.!'�-:�.c.,, !.!_:a..!;•1..L.1�._ �l..l.i_rrl._.1.;_Y.,..,_r:!-t'r!'�- �ia !'•-rTr`rirr" ,�-rr'rli'';�r-':1 ,�-4r -'r�y: .r:":. nSr„ ,�'„ r'^ �'' ,:,, '•r'•-I�� S /T CJ- .,!�,'i,I.t�C.iT 1. U I Li..!1.•ri 1�.1...,...: i,YL ST- ir:i.i E,.l��.., i,��.j:.J,I�!.! i i •-�-.t!i.Lz,:.: it I :!;!.i I 1.111;..,iT:�,:.l,x.11:.,..,.J.i'Irl': I!i � O' 4, .. .4.r.,,, rr, ..';._:-: .I .�,.. Ly.:.,... 1 :.L.'. .,:.!;.T.Li. ..Ti:... ^_L..1...._i.:.._.is"il .C..i...i.ii.1._ ..i.I.._r:.1.,> ._L. !1• LY..,Ir.., T '.!,:,.; /� t 777 :.;: .t..+. RELOCATE EXISTING WINDOWS 1�LLj` f_.I IT I 1 r,.1'i...:, tT. ` _i < m !i..!.!1..,....1...1., .!...1 l rJ_ :, ;;J.. - 0 730 CUSTOM SCREEN PANELS (', 1J'•y 1' i.1.!I..i.f J_f;;.!rl.',.Li,l.; -�;,-rr':�T .--••r-tom_;'-•s;=-n-'�-�-' -'� --r=s-!-T YVs,_�ia -".•T_,;�I;i__'-;''`rr :.�!� � Y UTH PCRT, .4, ..!1- v ......�...J. , J...J. ..._J ,,: 1 .' A.i .1'1.__.!.:.A.1.1 4 !.il' Y.^T'• :I Y O F1 S. J :-L. -- rLt_c.;L.1,ir :Ter i.C._:_L:;i...�;.t, `..l.i; 1. r'Ir,ir.:,'� .f'T r71r1':`.:7_r'"-Tom-Ti.i'fr"r((�,_r'!''^r^!_17T,.::-,1,;•'rr, i-'r;=' �'! 7� '^?'' NEW PT DECK TO MATCHLL EXISTING _ '� STRATIO PV rr, III TT., f Ti;7"r !ICI!I`7;L�`I u4x.T� 111t Ii1t71 Ci ..I! [,:!11'tl .t.),I i?;!. r�r^T n!' 5: 0 1 3 ♦ B +o-o• UNLESS OTHERWISE NOTED. RIGHT ELEVATION NEW SUNROOM LEFT ELEVATION ALL WINDOWS CLOSER THAN 18' SHEET N0. ALL SIDING.ROOFING. AND TRINE MATERIALS& TO FINISH FLOOR SHALL BE TEMPERED. ALL SIDING, ROOFING.AND TRINE MATERIALS 8 DETAILS TO MATCH EXISTING, TYPICAL. DETAIL$TO MATCH EXISTING. TYPICAL A.2 TOTAL NUMBER OF SHEETS IN SET: 2 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS ERT ARCHITECTS,INC. ' A�IBCIa.R,��.TRXDDm! Illlm YA f/MM a"70D-2M WWW.EIRTMCNTECISCOM FINISH FLOOR LIVINGROOM GREAT ROOM 3/4-PLYWOOD SUBFLOOR EXISTING 2X72 JOISTS ••,•.,L,•. ., DECK R-30 FIBERGLASS INSULATION GARAGE 2'FOIL FACED RIGID INSULATION 2%4 :trT 'F+7 �. _ CONSTRUCTION ADHESIVE ADDITIONS G RENOVATIONS FOR: ' DETAIL SUNROOM FLOOR SCALE: 1•_1•-O• THE GIBBONS RESIDENCE 7 POINT HILL ROAD BARNSTABLE,MA EXISTING EXISTING EXISTING SUNROOM SCREENED DECK POST TO SONG PORCH TUBE BELOW NEW 6068 SLIDER OVERLAY NEW ROOF ON TO EXISTING. COVER WITH LINE OF EXISTING WALLS 201 33Z4'X11 7/8�LVL EPDM ADHERED ROOFING MEMBRANE H ADER ABOVE FIELD DETERMINE PITCH. THESE Paws ARE NOT TO BE USED FOR PERMRTNC OR caNs . 5/8'COX ROOF SHEATHING w�osFs wnass srAMxo a sam 201 3/4'X11 7/B' LVL __REI>?L`wTc cnc71N {yIHDAYIS— m,w owaNu ueouiECTs x E —,—sw,.ntt a MUU¢o - . a oW H ADER ABOVE �'pRCI&X NSI© D�C'K EXSi4 NEW SUNROOM, c i� RELOCATE E%I TI G NDOWS SUNROOM EXTENSION,# _ AUOI.�.FORCH FLooR PORCH,h DECK -I ALIGN NEW FINISH FLOOR 'EXISTYNG �mw T ARN,OTEITS wC THE mAlmNls AND 201 3/4-X71 7/8-LVL CONT.HEADER 3¢ W/EXISTING "'-"' Fl-OORS _ PLANSNpGTm THERE.aH REPRFSENTEO -__ NEVz=SCREEAFFANE45 TD" ALL o'THE MEAS.ARRANaII[NTs.—S.AND 2X10 RAFTERS O 16'O.C. µA3GH-fl05Ti"G ..................... .... __. _. .. ._ __....... THEREBY.ARE OYIm BY A1Nt REYNI mE PItaPFAiY R-38 FIBERGLASS INSUL ----_---_--- _ —_---- ecuIT lCT NPLnsoNO IARiT GRT RWaaAl�wN PROVIDE NEW 21M 3/4-X9 1/2' F011 ANr PHAIPOSE EXH:Pr Wm sFEaRc,wTm+ RAFTER VENT 1.9E LVL HEADE OVER WINDOWS 4%4 PT POSTS ENCASED I PDiI¢S9III of T16 iWN ST ARoaIEM elG 2'-10 3/�' 7-10 C-? EO EO EO EO MATCH EXIST.SPACING - tI•-o' I2•-0' PROJECT(/: 040211 VENT BAFFLE 201 3/4-X9 1/2-CONT.LVL HEIR +1 PROVIDE CHARCOAL COLORED % DATE ISSUED: 1 2X8 CEILING JOISTS O FIRST FLOOR PLAN INSECT ORCH DEECKINGLOW % 2X4 EXTERIOR WALL 16'O.C. TO MATCH '/ EXISTING CEILING HEIGHT ALL NEW ROOF FRAMING TO BE !j/ EV190N . EXISTING WALL EXISTING STRUCTURE 2X10 SPF/2 OR BETTER 1/2-COX PLYWOOD - - 0 16"O.C. UNLESS OTHERWISE TYVEK BUILDING PAPER EXISTING NOTED, TYP. m SEE DETAIL WC SHINGLES THIS SHEET SUNROOM VASTER GWB W/VENEER ALIGN FLOORS PLASTER � 2%12 PT� R-15 FIBERGLASS INSUL R-30 FIBERGLASS INSUL977 % �'j , /j // %•'%�. 3 1//2'%11 7/8'WOLMANIZED / // i /' i' j�' j % PERMIT SET 02.07.11 `_, / / �.• PROGRESS SET j' / 'All �• � '� � / � PRICING SET SIMPSON APS4 POST BASE / / ' , � %i // / i' _ PROGRESS SECTION NEW SUNROOM //% i/ / ,. S, / D OIV% %' AR tiir 10•DIAM SONG-TUBE W/BIGFOOT FOOTING A y/� ;j j % j / / / / J %/ /' •% / ��\�� c*f 0730 OUTLINE OF STRUCTURES ABOVE—►: TYPICAL NOTES - STRUCTURAL ENGNEEA ESIGNER TO PERFORM FRAMING INSPECTION w EN FRAVDIIPLASTE BOARD/EINI MD PRIOR TO ENCLOSURE BY INTERIOR 11 CONIRACITM SHALL SCHEOUI£ARD PROTECT FORM WEATHER ALL I E%HS'NG HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION ( 0 I { 8 AND CON57Wlci TEMPORARY sTRucTURES/ENaosvRES AS MAY BE CONTRACTOR SHALL ADJUST TOP NECESSMY TO INSURE SUCH PROTECTION. CONTRACTOR SHALL SITE INSPECT ALL EIOSTWG VS PROPOSED OF TUBES S ALIGN NEW FINISH UNLESS OTHERWISE NOTED. CONDITIONO RtIOR TO AND DURING CONSTRUCTION AND N016Y ARCHITECT FLOORS W/E%I$nNG. W ANY DESGiEPANGES AND/OR CHANGES MAT MAY SE ENCOUNTERED. :._ti :•--,• :-: �_- _ SH T NO. EE CONTRACTOR SHALL CONSTRUCT AND MAINTNN TEMPORARY WALLS/ ...:.::..::.'L.I.:. '....:. ..........®�L.......-.......-....,' /I.............-.: 1......-.........,.©�.................�0�-...............,, $HOIMG ETC.TO MAINTAgS"OTECT EXISTING HORSE AND STRUC RAL I INTEGRITY OF EXISTING NOODUSE -` A.1 CONTRACTOR SHALL gTE WSPECT/VERIFY ALL EXISTING VS PROPOSED ; CONOnONS PRIOR TD AND�URI�CG tONSTRucMOM AND MAKE ADUUSi ENTS ADJUST THESE TO TUBES TO' 2X72 P.T. 0 16' O.C._ 00. AS NECESSMT TO INSUR£COYRIANCE MTH DESIGN PARAMETERS AS BE TIGHT TO SIDES OF C WDRK PROGRESSES • f EXISTING SEPTIC TANK PRO WOLMAN 3ZED 1/P•R7 7/M TOTAL SHEETS HATCHED AREAS INDICATE EXISTING CONDITIONS I R IN SET. DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED. ; E EAR ELEVATION a AS USED IN THESE DOCUMENTS RROWDE"MEAN$•NRNI91 AND INSTALL.' PROVIDE $IMPSON AP$4 _ _'•-•_ _ _ _ _ _ _ _ ._ PSL ALONG LENGTH wU ENTIRE zo 8 TUBES. ;%: t-:ct'::CI ,... _ _ ____.__._._.._„ .. _..._.. WHERE AN ITEM I$REFERRED TO IN 9NQRAR NUMBER IN THE CONTRACT POST BASES BETWEEN BEAM, -.. ........_...._..:_-.._.. .1..' - ...._ ..f, _1:., DOCUMENTS PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE 8-O'} -,•` S'-e' TINE FIELD VERIFY 10'DIAM SONG BE I THIS SHEET INVALID W/BIGFOOT FOOTING \ UNLESS ACCOMPANIED BY PROVIDE 48A-MIN.FOOTING 1TUBE/FOOTING PLAN COVER GE, TYP. A COMPLETE SET OF WORKING DRAWINGS ofTKEr.06 Town of Barnstable . . regulatory Services 9TAg� Thomas F. Geiler, Director wilding Division Thomas Perry, CBO,Building Commissioner 260 Main Street, Hyannis,MA 02601' www.town.barns-ta ble.ma.us 'Office( 508-862-4038 Fax: 508-790-6230 PLAN REVIEW 2. c> I O (I. T �? Owner: (�i. a- `� Map/Parcel: 436 . 0 � f " Pro'ect Address ? o�nf C(�P � Builder: �� rs�� The following items were noted:on reviewing: o i9wx rl C_ o 77om-.1C_ Sc�yo o�-T �. !.� �n 0 V Reviewed by: ,j2 Date: PROJECTi NAME: ADDRESS: 710 Al . PERMIT# Zb k L 01 g PERMIT DATE: �( Za 1( M/P: LARGE ROLLED PLANS ARE IN: i BOX Z SLOT Data entered in MAPS program on: BY: - q/wpfiles/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# Health Division Aczri�,ab��'QX��a *c1�M��- p��e, �— s'�"'tIi Date"Issued Conservation Division i�,1 I I(� - '! err Application Fee Tax Collector - _ _ Permit Fee / Q D Treasurer :`;J �;'i SEPTIC SYSTEM MUST Planning Dept. INSTALLED IN COMPLIANCEE H TITLE Date Definitive Plan Approved by Planning Board ENWO NMENTAL C0�7EA Historic-OKH Preservation/Hyannis REGULATIONS Project Street Address _ /O l d r M w Village /J&-,Si /314R1V 5ZW C e_ Owner Address au,4J- L - j Telephone 23 3 - I'/L/i Permit Request Apn l T7 dot-/ Tl) /34G,&- OF Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure °'� D s. Historic House: 0 Yes Flo On Old King's Highway: ifues ❑No Basement Type: pkFull ❑Crawl ❑Walkout O Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) J Number of Baths: Full: existing o2 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 mil ❑ Electric ❑Other Central Air: ❑Yes &.No Fireplaces: Existing I New Existing wood/coal stove: $Yes ❑No Detached garage:Cl existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:$-existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name &25�_nz `?LdD/A�o Telephone Number ��-"�32& Address Zld am.,o o fq Grp License# /'5 D��f�0 7 �2a-nd Rncr! �" �� Home Improvement Contractor# Job Worker's Compensation# AAOJe T&& 9- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 443f4dj. vW 2K_V.JS,0- SIGNATURE DATE .Z / FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED Fa ° MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION _y O fl ,(�i,2 f 2 Qid, �G FRAME INSULATION ' 6 FIREPLACE ELECTRICAL: ROUGH FINAL -- PLUMBING: ROUGH FINAL GAS: ROUGH FINAL co 5 FINAL BUILDING Y Q p Q DATE CLOSED OUT ASSOCIATION"PLAN NO. 1 1 1. Z 3 " 1 1 3<3'8 l r V2 SronY *V11P GRstinE �I 20'± I 0 Lo1 z \ 4 Q ,1 3 0.3 \5� CERTIFIED PLOT PLAN -NiUF-:_ 7/,�r,�_Pl10 E7LTY A0 5_ .7. GALL .G//T71141-fl oi�v /%f!tC D, SMvDWi , _�i6_�:i�_9.zA�o--:fig ao_zo.�s;;(zosr��„�,• �-s �� - zvv Div e0ii� yiir- - O.^ Z o00 _ SCALE . --- — -- - - -S PLAN REFERENCEI-AIVr &A.. �B16 T. . . . .�. . 1 S,�av��!1,!�l/¢.ss•.��Pa.�>,�C�may.?Tl�s seer v . . . . . . . . . . . . . . . . . . . . . . . . . _ 11 ��-of M �,g2,�,s-ny-.�G��h✓13x, Z�J F�G. !07 I CERTIFY THAT THE �X/ST%n�G Dtv v . . . . {. SHOWN ON THIS PLAN IS LOCATED N THE GROUND « AS SHOWN HEREON )030 Hp SU DATE PETITIONER: REG. PROFESSIONAL LAND SURVEYOR M CMR Appends:J Table JS-2.1b(continued) Prescriptive Packages for One and Two-Family Residential Buildings Hated with Fossil Fuels 'MAXIMUM MINIMUM Glazing Glazing Ceiling Wall I Floor Basement Slab Hearing/Cooling + eta �ent Efficiency' Arca'(%) U-value= r it-value R-value' R-value W� m R-value" R value' Package 5701 to 6500 Hating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 036 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A N/A 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 19% 032 38 13 25 N/A N/A Normal Y 18% 0.42 38 19 25 N/A N/A Normal Z 19% 0.42 38 13 19 10 6 90 AFUE AA 19% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: O/ilG� c-L y O 4 f &Viz: /OV91,06r- 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: e� 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3.DIVIDED BY#2): rid 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. I BUILDING INSPECTOR APPROVAL: YES: NO: q4orms-080303a 780 CMR Appendix J Footnotes to Table A2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft2 of decorative glass may be excluded from a building design with 300 ft of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U=values cannot be used. The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. S The floor requirements apply to floors over unconditioned spaces (such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement &-scribed in Note b. . The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece.of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. . For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and.U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average It-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). . 43 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 (X Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= J '/32— x.0041= plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMUS Open Porch x$30.00= (number) . Deck x$30.00= (number) Fireplace/Chimney 00 x$25. = ' (number) ' Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) , Permit Fee : St Rev0 Rev: 63004 f yOFIHB,p�'li Town of Barnstable Regulatory Services • s srasra, Thomas F.Geiler,Director MASS �plEo yy p Building Division 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. f� Type of Work: � /T10 Estimated Cost 'll _DOm Address of Work: Z- V'O/&t� � J Owner's Name: /L�� 2LG� Date of Application: Ay I hereby certify that: Registration is not required for the following reason(s): F]Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: A Z � Dat Contractor Name Registration No. OR Date Owner's Name Q:forrmhomeaffidav °FTME,a�, Town of Barnstable Regulatory Services Thomas F.Geiler,Director y MAS& g Building Division '�fD MA'S a , Tom Perry, Building Commissioner 200 Main Street, IJyannis,MA 02601 www.town.barnstable.ma-us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize..,. 9-941/ Ayo&-x to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) �S' nature Owner ate �712LFi� (lJ��vd/Y� Print Name The Commonwealth of Massachusetts Department of Industrial Accidents 600 Washington Street ° Boston,Mass. 02111 'L- Workers' Compensation Insurance Affidavit./e��Businesses Z: ".P.•1C:�+r fM1Cy «< �a+"tvR•: ':?• _ w LV w, - aTIIe. address 32 f St ate: zt hone sv work site location b address I am a sole proprietor and have no one Business T�'pe. Retail[]Rest=antBar/EatiAg Egablishmeat working in any capacity. ❑Office[]Sales(including Real Estate,Antos etc,) ❑I am an em Toyer with ein I es(full 8c art time. Other J/ /i%////%/ /////////%D�/% /on fo/r//�j%///�P///des worl;'ing onthisjob. I am an em.ployer providing Workers' coid env iiem, Lle a+Y r address , •,; ' '''., f hone#• ins irince.¢odu / �/t // ////0/,l//////D// I am a sole proprietor and haye hired-the indepen cat contractors listed below who have the following workers' .. compensation polices: : ..: ' '�w, :`+':.\t ••J.'' 'fir'• .if:• ' ' ,'` ,'�•,�,,. ., .. •t: _ ' coin in UUM ,,:,�;,;:;; +.; ... . . -r..• :" ,,,,; , ,•.'-,•q'r • r '•�,' .,.• 'OISCV:# •'.}:^.:•r `Y.'::.1•..':••,..": .y '• .�/////////J/O'I - insurence co. . . .',_ ;%. //// / / /%/l// / FEMME. �, i, { rJ• I�/,,.�'_"1'1: S" •1', :',!•7,�a• :p''sJ'f Y'• .1.: :•„" j..! i'�•�••t address: " , •. �:,"'r•'•: hone `�;. . .. Ic offiNWIF W1 ,: Failure to secure coverage u required ender Section 25A of MGL 152 can lead to the imposition of criminalpeaalt o I nad rst0ana.thaatt or. one years'lmprlsonmeat be farwatded to the Office of Investigation oe form orn f th DWor ccoverage verification 00 n day ne copy of thk statem maY I do hereby ce fy nder pal a d penalties of perjury that the Information provided above is true and c rrect Date ! v Signature � �a Phone# Print name Official we only do not mite in this area to be completed by city or town official permltt license# []Buildtng Department city or town! CIU*using Board ❑Selectmen's OfFice ❑check if immediate response is requlred OHealthDepartmeut , phone Rl ❑Other coutaetperson: VdY*d Sept M03) Information and Instructions j Massachusetts General Laws chapter 152 section 25 requires an employers to provide workers'..ComPensatiou for their quoted from the"law", an employee is defined as every person in the service employees. As of another under any contract of hire, express or implied, oral or written. An employer is dewed 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 and who resides therein,or the occupant of the dwelling house of dwelling house'having not more than three apartments truction or repair work on such dwelling house or on the grounds or another who employs persons to do maintenance,cons _ - o shall not because of such employment be deemed to be an employer. building appurtenant theret MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuafice 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,neither the corrmionwealth nor any of its political subdivisions shall enter into any contract for the perfoniance ofpublic work until ance with the insurance requirements of this chapter have been presented to the contracting acceptable evidence of compli authority. _ / _ t Applicants Please fill in the workers' compensation affidavit completely,by checking the box that.applies to your'situation:.'Please ; =' _, supply company name, address and phone numbers along with a certificate of insurance as all affidavits.maybe subrrrit' <�. to the Departincnt of Industrial Accidents for confirmation of insurance coverage. .Also be sure to sign and date the_ affidavit The affidavit should'be returned to the city or town that the application for the permit of license is being requested, not the Dep artment of Industrial Accidents. Should you have any questions regarding the-"lavl'or if you are . required to obtain a workers' compensation policy,please call the Department at the number listedbelow. .... MIZAM City or Towns Pleasebe.sure.that the.affidavit is complete and printed legibly. The Deparment as provided a spabe 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 fall in the pernit/license number which will be used as a reference number s m ..The affidavitaybe retprried to the Depaztrnent by mail or FAX unless.other airarigerioents have been made. ; o; °1' .4_ <-y -i Win. '•.f .v'' .}: The Office of Investigations would hke to thank you in.advance far you cooperation and.should you have any.questions,: - please do not hesitate-ta give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents off"of Imsdgstlons 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 ext.406 Application to., ® Rinq'o 3&itgbWap Regional Wotoric Ootrirt Committee i� In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS OCT 2004 Application is hereby made, with four complete sets, for the issuance of a Certificate of Appropriateness under Section {' 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as describe`V616w and on-plarkt,, - drawings, or photographs accompanying this application for: CD CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: ❑ New E Addition ❑ Alteration. Indicate type of building: ❑ House ❑ Garage ❑ Commercial Other C`4 o 2. Exterior Painting: ❑ o 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Ret nting Existing Sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole Other TYPE OR PRINT LEGIBLY: DATE �O�\_2•y`4 ADDRESS OF PROPOSED WORK ASSESSOR'S MAP NO. 1310 OWNER -fCeA k 'l�� C-�,�+ �5 ASSESSOR'S LOT NO. CR HOME ADDRESS 7i .9W son in TELEPHONE NO. FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property.owners across q1ny Public street or way.. (Attach additional sheet if necessary.) :;01 AGENT OR CONTRACTOR 22T �(LL_�MFC"'C5r t�1G TELEPHONE NO. 9p8 5 ADDRESS_ MAW �fi'�. '��'[�2 . �(Pc�.tMf1UT�_P �C_ M�Pr c�2b'i 5 DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. Signed Ow r-Con tor-A ent For Committee Use Only This Certificate is hereby ! t enied Committee Members' Signatures: - �l L.J •J OCT 1 2 2004 ' Town of Barnstable —� f Old King's Highway Historic District Committee SPEC SHEET FOUNDATION CIOrG�-��-- SIDING TYPE Whc4(-- p! � xA COLOR 1`IIJCCVC�.` CHIMNEY TYPE COLOR ROOF MATERIAL Qk(� �&OX COLOR PITCH Z "��— Ar WINDOWS t' CA&ejcycW(\ \cva, COLOR SIZE TRIM COLOR \ a DOORS (�rAtxS; n CAAc .V\A COLORS SHUTTERS t�k - COLORS GUTTERS M(hq\NAM COLORS W^\PCs DECKS �SLe, ��a,c�r, � MATERIALS GARAGE DOORS COLORS ' SKYLIGHTS SIZE COLORS SIGNS COLORS FENCE I`Pt- COLOR NOTES: 1 Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT b00Z no r a01�3ANf1S`O'NV-1 -IVN ISS330ad '038 :83NO11113d Alva 'o'dns ow / -W0��31s� i� Of v N0383H NMOHS SV OL� N 8 ONno8o 3H1 N (MV00.1 SI NV-ld SIHl NO NM,0.HS t� 3H11VHl AJ11830 1 '� o 12ror1/�1�acc rJ O.� Zo7�6�1 move `t�'�s��-•�'��6:�.1s2Jr�.-�7�s` ��d-�u/:_.�../_!off:: �P�+'1� �b��=ljif /3�N3a3�32! NV1d - - -- - - -- - -- — o 31VO 3-IVOS _ a?1'byzb� f:: � .. f`�/1sNr/6/f� I�iMQn�ys 'aa�rii� d 01V00� NV1d 10-ld CDIALLHAO S,2'O S/ f- y i_10.7... t I`.Cl/7i�ti fr'�jls�7 1 \ Qj) .as crt� o ` r0'1 �w�71>4ocict - 1fzlols 2 C 1 I .� • O w ak 1 � � � w 1 y 74 1. Board of.Buiidiu Reo B bulaY;ons and Standards -HOMO IMPR,OVEMENTCONTRACTOR Registtef 128778 r �ExP r 'n:555. . vidual- SEAN E.ANDER$.pVr €LL ,�c SEAN ANDERSO 50 TRQWBRIDGt W.YART'MOUTH, Administrator fie + BOARD OF BUILDIN 0/ REGULA iu�ael�a License: CONSTRUCTION ONS SUPERVISOR Numbenc.C$ 074101 i = Expie`s:'4ti24l2005 Tr.no: 10195 SEAN E ANDER'SOwTM 50 TROINBRIDGE`PATH WEST YARMOUTH; ,MA:02673 ' Administrator f ®� 7��T GIBBONS SUNROOM Business TJ-Beam®6.15 Serial Number:7003016658 User:2 11/28/2004 9:":35 AM 1 1/2" x 11 1/4" 1.4E Solid Sawn SprucePine Fir#2 @ 16" o/c Pagel Engine Version:1.15.33 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a 12' i Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 320/96/0/416 By Others-Rim: Rim Board 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL 2 Stud wall 3.50" 1.50" 320/96/0/416 By Others-Rim: Rim Board 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): By Others-Rim: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 402 -331 788 Passed(42%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 402 402 956 Passed(42%) Bearing 2 under Floor loading Moment(Ft-Lbs) 1163 1163 2653 Passed(44%) MID Span 1 under Floor loading Live Load Defl(in) 0.087 0.290 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.113 0.579 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 6 3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS, INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT, MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright O 2004 by Trus Joist, a Weyerhaeuser Business �� GIBBONS SUNROOM -AVCEycrhacusu sus nas TJ-Bean*6.15 Serial Number:7003016656 User:2 11/28/2004 9:44:35 AM 1 1/2" x 11 1/4" 1.4E Solid Sawn SprucePine Fir#2 @ 16" o/c Page 2 Engine Version:1.15.33 j THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 7.00" ^ Max. Vertical Reaction Total (lbs) 416 416 Max. Vertical Reaction Live (lbs) 320 320 Selected Bearing Length (in) 1.50(W) 1.50(W) Max. Unbraced Length (in) 75 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 76 -76 Max Shear (lbs) 93 -93 Member Reaction (lbs) 93 93 Support Reaction (lbs) 96 96 Moment (Ft-Lbs) 268 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 331 -331 Max Shear (lbs) 402 -402 Member Reaction (lbs) 402 402 Support Reaction (lbs) 416 416 Moment (Ft-Lbs) 1163 Live Deflection (in) 0.087 Total Deflection (in) 0.113 PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS, INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT,MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright O 2004 by Trus. Joist, a Weyerhaeuser Business ��a GIBBONS DECK MAX SPAN TJ-Beang6.15 Serial Number7 30„6658`� 1 1/2" x 11 1/4" 1.4E Solid Sawn Fir#2 S rucePine 16" o/c UserP @ Pagel Engine Versi004 on: .3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:1.15.33 CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ a. o d 12. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Exterior Balconies(psf):60.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 480/96/0/576 By Others-Rim: Rim Board 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand@ LSL 2 Stud wall 3.50" 1.50" 480/96/0/576 By Others-Rim: Rim Board 1 Ply 1 1/2"x 11 1/4"1.5E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): By Others-Rim: Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 556 -458 788 Passed(58%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 556 556 956 Passed(58%) Bearing 2 under Floor loading Moment(Ft-Lbs) 1610 1610 2653 Passed(61%) MID Span 1 under Floor loading Live Load Defl(in) 0.130 0.290 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.156 0.579 Passed(U891) MID Span 1 under Floor loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 6 3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS, INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT, MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright 0 2004 by Trus Joist, aWeyerhaeuser Business GIBBONS DECK MAX SPAN ®� " 70030166`8 1 1/2" x 11 1/4" 1.4E Solid Sawn SprucePine Fir#2 16" o/c TJ-Beam 6.15 Serial Number.7003016658 Paer:ge 2 Engine Versi004 on: 52 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.15.33 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 7.00" ^ Max. Vertical Reaction Total (lbs) 576 576 Max. Vertical Reaction Live (lbs) 480 480 Selected Bearing Length (in) 1.50(W) 1.50(W) Max. Unbraced Length (in) 75 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 76 -76 Max Shear (lbs) 93 -93 Member Reaction (lbs) 93 93 Support Reaction (lbs) 96 96 Moment (Ft-Lbs) 268 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 458 -458 Max Shear (lbs) 556 -556 Member Reaction (lbs) 556 556 Support Reaction (lbs) 576 576 Moment (Ft-Lbs) 1610 Live Deflection (in) 0.130 Total Deflection (in) 0.156 i PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS,INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT,MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright 0 2004 by Trus Joist, a Weyerhaeuser Business • w . �� GIBBONS SUNROOM BEAM YAv�y�rh�r susinem TJ-BeamQi16.15 Serial Number.7003016658 User:2 11/28/20049:46:11 AM 3 1/2" x 11 7/8" 2.0E Parallam@ PSL, Wolmanized@ - SL 3 (MC > Pagel Engine Version:1.15.33 28%) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:20'4" F_ Ell 2 Elm 91 8 6' b 7'2., b 7'2" Product Diagram is Conceptual, LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:6' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 2.05" 692/212/0/904 L1: Blocking 1 Ply 1 1/4"x 11 7/8"1.3E TimberStrand®LSL 2 Wood column 3.50" 5.61" 1858/618/0/2476 L5 None 3 Wood column 3.50" 6.19" 2027/707/0/2733 L5 None 4 Wood column 3.50" 2.36" 786/257/0/1043 L1: Blocking 1 Ply 1 1/4"x 11 7/8"1.3E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1: Blocking,1_5 -Bearing length requirement exceeds input at support(s)2,3.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1413 1041 4741 Passed(22%) Lt.end Span 3 under Floor ADJACENT span loading Moment(Ft-Lbs) -1852 -1852 11145 Passed(17%) Bearing 3 under Floor ADJACENT span loading Live Load Defl(in) 0.020 0.175 Passed(U999+) MID Span 3 under Floor ALTERNATE span loading Total Load Defl(in) 0.033 0.350 Passed(U999+) MID Span 3 under Floor ALTERNATE span loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration:Wolmanized®-SL 3(MC>28%).Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by Trus Joist.Warranties extended by Trus Joist do not include the adequacy or performance of the treatment. PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS, INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT,MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright 8 2004 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. �T GIBBONS SUNROOM BEAM _AVCEycrhacuser Businm TJ-Beam®6.15 Serial Number.7003016658 User.2 11/28/20049:46:11 AM 3 1/2" x 11 7/8" 2.0E Parallam@ PSL, Wolmanized@- SL 3 (MC > Page 2 Engine Version:1.15.33 28%) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 5' 10.00" 7' 2.00" 7' 0.00" ^ Max. Vertical Reaction Total (lbs) 904 2476 2733 1043 Max. Vertical Reaction Live (lbs) 692 1858 2027 786 Required Bearing Length in 2.05(S) 5.61(S) 6.19(S) 2.36(S) Max. Unbraced Length (in) 175 175 175 175 175 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 99 -21R 200 -231 275 -144 Max Shear (lbs) 197 -318 300 -332 375 -242 Member Reaction (lbs) 197 618 707 242 Support Reaction (lbs) 212 618 707 257 Moment (Ft-Lbs) 220 -353 159 -464 333 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 367 -810 745 -861 1023 -536 Max Shear (lbs) 732 -1182 1118 -1234 1395 -902 Member Reaction (lbs) 732 2300 2630 902 Support Reaction (lbs) 787 2300 2630 957 Moment (Ft-Lbs) 817 -1312 593 -1727 1239 Live Deflection (in) 0.007 0.005 0.014 Total Deflection (in) 0.013 0.009 0.026 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 483 -693 147 -284 936 -623 Max Shear (lbs) 849 -1065 248 -385 1309 -989 Member Reaction (lbs) 849 1313 1693 989 Support Reaction (lbs) 904 1313 1693 1043 Moment (Ft-Lbs) 1099 -630 -282 -1120 1489 Live Deflection (in) 0.012 -0.010 0.020 Total Deflection (in) 0.019 -0.009 0.033 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) -18 -334 798 -809 362 -57 Max Shear (lbs) 80 -435 1171 -1181 462 -156 Member Reaction (lbs) 80 1606 1643 156 Support Reaction (lbs) 92 1606 1643 168 Moment (Ft-Lbs) 36 -1035 1054 -1071 137 Live Deflection (in) -0.006 0.015 -0.007 Total Deflection (in) -0.004 0.021 -0.004 PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS, INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT,MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright O 2004 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. �r GIBBONS SUNROOM BEAM V `� V�8usincss TJ-Beam 6.15 Serial Number:7003016658 User.2 „/2800049:46:12AM 3 1/2" x 11 7/8" 2.0E Parallam@ PSL, Wolmanized@ - SL 3 (MC > Page 3 Engine Version:1.15.33 28%) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support # 2, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) 330 -846 884 -722 344 -75 Max Shear (lbs) 695 -1219 1257 -1095 444 -173 Member Reaction (lbs) 695 2476 1539 173 Support Reaction (lbs) 750 2476 1539 185 Moment (Ft-Lbs) 737 -1527 880 -947 171 Live Deflection (in) 0.006 0.011 -0.005 Total Deflection (in) 0.011 0.017 -0.002 ADJACENT span loading over support # 3, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) 18 -298 659 -947 1041 -518 Max Shear (lbs) 117 -398 1032 -1320 1413 -884 Member Reaction (lbs) 117 1430 2733 884 Support Reaction (lbs) 129 1430 2733 939 Moment (Ft-Lbs) 77 -819 803 -1852 1191 Live Deflection (in) -0.004 0.009 0.013 Total Deflection (in) -0.002 0.014 0.025 PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS, INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT,MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright O 2004 by Trus Joist, a Weyerhaeuser Business Parallam® is registered trademark of Trus Joist. ��a n GIBBONS PORCH/DECK BEAM 'A Bus�n� TJ-BearnO 6.15 serial Number:7003016658 User:2 11128/20049:47:15AM 3 1/2" x 11 7/8" 2.0E Parallam@ PSL, Wolmanized@ - SL 3 (MC > Pagel Engine Version:1.15.33 28%) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:23' Ell a o a o y 5,9„ a 5,S" 6 5,9" b s,9„ 1 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:6' Primary Load Group-Residential-Exterior Balconies(psf):60.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 2.65" 961 /207/0/1168 L1: Blocking 1 Ply 1 1/4"x 11 7/8"1.3E TimberStrand®LSL 2 Wood column 3.50" 6.92" 2487/568/0/3056 L5 None 3 Wood column 3.50" 6.43" 2362/478/0/2840 L5 None 4 Wood column 3.50" 6.92" 2487/568/0/3056 L5 None 5 Wood column 3.50" 2.65" 961/207/0/1168 L1: Blocking 1 Ply 1 1/4"x 11 7/8"1.3E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1: Blocking,1_5 -Bearing length requirement exceeds input at support(s)2,3,4.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1553 1044 4741 Passed(22%) Lt.end Span 4 under Floor ADJACENT span loading Moment(Ft-Lbs) -1685 -1685 11145 Passed(15%) Bearing 4 under Floor ADJACENT span loading Live Load Defl(in) 0.015 0.140 Passed(U999+) MID Span 4 under Floor ALTERNATE span loading Total Load Defl(in) 0.022 0.279 Passed(U999+) MID Span 4 under Floor ALTERNATE span loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS, INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT, MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright ® 2004 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. GIBBONS PORCH/DECK BEAM -Av�ycrhacuscr Business TJ-Beam 6.15 Serial Number.7003016658 User:2 11128r20049:47:16AM 3 1/2" x 11 7/8" 2.0E Parallam@ PSL, Wolmanized@ - SL 3 (MC > Page 2 Engine Version:1.15.33 28%) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Environment Consideration:Wolmanized®-SL 3(MC>28%). Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by Trus Joist.Warranties extended by Trus Joist do not include the adequacy or performance of the treatment. PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS, INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT, MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright O 2004 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. r �!T GIBBONS PORCH/DECK BEAM AVLEycrhacus1 Bus ms TJ-Beam®6.15 Serial Number:7003016658 User.2 11/28=049:47:16AM 3 1/2" x 11 7/8" 2.0E Parallam@ PSL, Wolmanized@ - SL 3 (MC > Page 3 Engine Version:1.15.33 28%) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 5' 7.00" A 5' 9.00" ^ 5' 9.00" ^ 5' 7.00" ^ Max. Vertical Reaction Total (lbs) 1168 3056 2840 3056 1168 Max. Vertical Reaction Live (lbs) 961 2487 2362 2487 961 Required Bearing Length in 2.65(S) 6.92(S) 6.43(S) 6.92(S) - 2.65(S) Max. Unbraced Length (in) 175 175 175 175 175 175 175 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 94 -200 168 -139 139 -168 200 -94 Max Shear (lbs) 193 -300 268 -239 239 -268 300 -193 Member Reaction (lbs) 193 568 478 568 193 Support Reaction (lbs) 207 568 478 568 207 Moment (Ft-Lbs) 210 -300 109 -215 109 -300 210 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 479 -1015 855 -704 704 -855 1015 -479 Max Shear (lbs) 978 -1524 1364 -1213 1213 -1364 1524 -978 Member Reaction (lbs) 978 2888 2427 2888 978 Support Reaction (lbs) 1053 2888 2427 2888 1053 Moment (Ft-Lbs) 1068 -1524 552 -1091 552 -1524 1068 Live Deflection (in) 0.010 0.004 0.004 0.010 Total Deflection (in) 0.016 0.007 0.007 0.016 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 594 -900 193 -114 729 -830 315 21 Max Shear (lbs) 1094 -1409 293 -214 1238 -1339 415 -77 Member Reaction (lbs) 1094 1702 1452 1754 77 Support Reaction (lbs) 1168 1702 1452 1754 89 Moment (Ft-Lbs) 1334 -880 -393 -653 1057 -944 34 Live Deflection (in) 0.015 -0.008 0.012 -0.005 Total Deflection (in) 0.022 -0.008 0.016 -0.004 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) -21 -315 830 -729 114 -193 900 -594 Max Shear (lbs) 77 -415 1339 -1238 214 -293 1409 -1094 Member Reaction (lbs) 77 1754 1452 1702 1094 Support Reaction (lbs) 89 1754 1452 1702 1168 Moment (Ft-Lbs) 34 -944 1057 -653 -393 -880 1334 Live Deflection (in) -0.005 0.012 -0.008 0.015 Total Deflection (in) -0.004 0.016 -0.008 0.022 PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS, INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT,MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright O 2004 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. ' �T GIBBONS PORCH/DECK BEAM `tea yn� �susi TJ-Bearr06.15 Serial Number.7003016658 User:2 11/28=049:47:16AM 3 1/2" x 11 7/8" 2.0E Parallam@ PSL, Wolmanized@ - SL 3 (MC > Page 4 Engine Version:1.15.33 28%) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support # 2, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) 450 -1044 994 -566 71 -236 909 -585 Max Shear (lbs) 949 -1553 1503 -1075 171 -336 1418 -1085 Member Reaction (lbs) 949 3056 1246 1754 1085 Support Reaction (lbs) 1024 3056 1246 1754 1159 Moment (Ft-Lbs) 1006 -1685 834 -455 -289 -930 1312 Live Deflection (in) 0.009 0.008 -0.007 0.014 Total Deflection (in) 0.015 0.012 -0.006 0.021 ADJACENT span loading over support # 3, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) 17 -277 649 -911 911 -649 277 -17 Max Shear (lbs) 115 -377 1157 -1420 1420 -1157 377 -115 Member Reaction (lbs) 115 1535 2840 1535 115 Support Reaction (lbs) 127 1535 2840 1535 127 Moment (Ft-Lbs) 75 -732 762 -1486 762 -732 75 Live Deflection (in) -0.003 0.008 0.008 -0.003 Total Deflection (in) -0.002 0.011 0.011 -0.002 ADJACENT span loading over support # 4, LDF = 1.00, 1.0 Dead + 1.0 Floor Design Shear (lbs) 585 -909 236 -71 566 -994 1044 -450 Max Shear (lbs) 1085 -1418 336 -171 1075 -1503 1553 -949 Member Reaction (lbs) 1085 1754 1246 3056 949 Support Reaction (lbs) 1159 1754 1246 3056 1024 Moment (Ft-Lbs) 1312 -930 -289 -455 834 -1685 1006 Live Deflection (in) 0.014 -0.007 0.008 0.009 Total Deflection (in) 0.021 -0.006 0.012 0.015 PROJECT INFORMATION: OPERATOR INFORMATION: ERIK TOLLEY ERT ARCHITECTS, INC. 939 MAIN STREET SUITE D1 YARMOUTHPORT, MA 02675 Phone:(508)362 8883 Fax :(508)362 4883 ERIK@ERTARCHITECTS.COM Copyright O 2004 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. p,(ME Ip f` p'^ The Town of Barnstable SARNSTABLE. • Department of Health Safety and Errvironmental Services MASS 0 •ffO MP'� Building Division 367 Main Street,Hyannis,MA 02601 508-862-4038 508-790-6230 _ PLAN REVIEW Owner: rR'��R 'C �'�'�SQ// Map/Parcel: 0 Project Address: l" /old Builder: 5 f,,3W The following items were noted on reviewing: /yOr S.` ONJ�.� 61�T�✓�'i N g✓i�p�R � P/D ZT N/i3S ��'i�,e�y i�0� T/�isx f ed ?1,9,d Gain[D ?e fWO R00/15 )Qy)el/Z FWV OF/`1�1/S L' O�2 ND FlOOl2 Al SO /dam TAP Wi'A/D01yS Z1111 $eD�oo�fS -r0 tlo 7 oR,el A Tii✓G � p DfPs ,,sly T h'All e PZAA✓ fAeA, pwx,'N p g,e Isr✓/V-I-A'h'A D4'L/ ¢/✓�. �/,c e,��_ 4vR,#-cF All r YeT U'v1J pR 7k 1e z-A-1 -ro Fi',9 Pkt-✓-AaVS Wo "P APAf,'T?-eP A-w. ayi;'T// :;rf/,S,!/L f r,yP/ ,s vJ2 NOV /n Ae)PA IW. A'-41 Reviewed by: /a, Date: BC CALC®2003 DESIGN REPORT - US Thursday,May 27,2004 19:04 BOISE- Double 1 3/4" x 9 1/4" VERSA-LAM®3100 SP File Name: S Eldredge—Anderson Bros.BCC:F602 Job Name: ANDERSON BROTHERS Description:-HEADER - Address: 7 Point Hill Road Specifier: City,State,Zip:W BARNSTABLE, MA Designer: Joe Madera Customer: STEVE ELDREDGE Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: 2 1 T y y y y 7 Standard Load-'40 psf l 10 psf Tributa 01-00-60 EE::::- BO B1 1360 Ibs LL 1360 Ibs LL 565 Ibs DL 565 Ibs DL Total Horizontal Length-04-00-00 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 04-00-00 Live 40 psf 01-00-00 100% Member Type: jFloor Beam 7 Dead 10 psf 01-00-00 90% Number of Spans: 1 1 Unf. Lin. Left 00-00-00 04-00-00 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 Conc. Pt. Left 02-00-00 02-00-00 Live 2560 Ibs n/a 100% Dead 734lbs n/a 90% Slope: 0/12 Tributary: 01-00-00 Controls Summary „ Control Type Value %Allowable Duration Load Case Span Location Moment 3569 ft-Ibs 26.9%' 100% 2 1 -Internal F Neg. Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 1818 Ibs 29.0% 100% 2 1 -Left Dead Load: 10 psf Total Load Defl. U2642(0.018") 9.1% 2 1 Partition Load: 0 psf Live Load Defl. U3616(0.013") 10.0% 2 1 Duration: 100 Max Defl. 0.018" 1.8% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Member has no side loads. with the current Installation Guide Concentrated loads are not considered in side load analysis. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 16d Sinker Nails you have any questions,please call (800)232-0788 before beginning a=2„ d product installation. b=3„ b BC CALC®, BC FRAMER®, BCI® 12 , c= " a BC RIM BOARDTm, BC OSB RIM d—12 BOARD TM BOISE GLULAMTm c� Sj S9 VERSA-LAM®,VERSA-RIM®, C Esc q . VERSA-RIM PLUS®,. VERSA-STRAND- STRUC�A L p VERSA-STUD®,ALLJOISTO and td0. AJSTm are trademarks of QOSTOAI Boise Cascade Corporation. Page 1 of 1 r nois ' BC CALC®2003 DESIGN REPORT - US Thursday,May 27,2004 19:04 Triple 1 3/4" x 91/4" VERSA-LAM® 3100 SP File Name: S Eldredge—Anderson Bros.BCC: FB03 Job Name: ANDERSON BROTHERS Description: Address: 7 Point Hill Road Specifier: City, State,Zip:W BARNSTABLE,MA Designer: Joe Madera Customer: STEVE ELDREDGE Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: 2 1 Standard Load-40 psf 110 psf Tributary 01-00-00 AL BO 61 1413 lbs LL 1627 lbs LL 1198 lbs DL 1260 lbs DL Total Horizontal Length-12-00-00 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 12-00-00 Live 40 psf 01-00-00 100% Member Type: Floor Beam Dead 10 psf 01-00-00 90% Number of Spans: 1 1 int wall Unf. Lin. Left 00-00-00 12-00-00 Live 0 plf n/a 90% Left Cantilever: No Dead 120 plf n/a 90% Right Cantilever: No 2 Conc. Pt. Left 06-06-00 06-06-00 Live 2560 lbs n/a 100% Dead 734lbs n/a 90% Slope: 0/12 Tributary: 01-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 13096 ft-lbs 65.8% 100% 2 1 -Internal Neg. Moment 0 ft-lbs n/a 100% Live Load: 40 psf End Shear 2745 lbs 29.2% 100% 2 1 -Right Dead Load: 10 psf Total Load Deft. U345(0.417") 69.5% 2 1 Partition Load: 0 psf Live Load Defl. U565(0.255") 63.7% 2 1 Duration: 100 Max Deft. 0.417" 41.7% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for 131 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Nailing schedule applies to both sides of the member. with the current Installation Guide Member has no side loads. and the applicable building codes. Concentrated loads are not considered in side load analysis. NTH OF To obtain an Installation Guide or if you have any (800)232-0788 befog enbeginn ngs,please trS call Connectors are: 16d Sinker Nails O D. STg9ocy�� product installation. d �STRl1CT F9 a=2" BC CALC®, BC FRAMER®, BCI®, b-3 BC RIM BOARDT"' BC OSB RIM c=5-1/4" a 80STON d= 12" • ►ASS. BOARDTM BOISE GLULAMTm, e=3" o o 9�G/STF Q VERSA-LAM®,VERSA-RIM®, N ti�G� VERSA-RIM PLUS®, C VERSA-STRANDTm VERSA-STUD®,ALLJOISTO and AJST"are trademarks of • • Boise Cascade Corporation. e O o 4 b S•a�� Page 1 of 1 BOiSE" BC CALC®2003 DESIGN REPORT - US Thursday,May 27,2004 19:04 Double 1 3/4" x 11 7/8" VERSA-LAM®3100 SP File Name: S Eldredge_Anderson Bros.BCC:FB01 Job Name: ANDERSON BROTHERS Descriptiorr.FLOOR "f Address: 7 Point Hill Road Specifier: ` City,State,Zip:W BARNSTABLE, MA Designer: Joe Madera Customer: STEVE ELDREDGE Company: SHEPLEY WOOD PRODUCTS Code reports: ICBO 5512, NER 629 Misc: Standard Load-'40 psf 110 psf Tributary 08-00-00 BO 61 2560 Ibs LL 2560 Ibs LL 734 Ibs DL 734 Ibs DIL Total Horizontal Length-16-00-00 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 16-00-00 Live 40 psf 08-00-00 100% Member Type: Floor Beam Dead 10 psf 08-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 13174 ft-Ibs 61.9% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 08-00-00 End Shear 2886 Ibs 35.9% 100% 2 1 -Left Total Load Defl. U309(0.621") 77.7% 2 1 Live Load Defl. U397(0.483") 90.6% 2 1 Max Defl. 0.621" 62.1% 2 1 Live Load: 40 psf 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 Consult project design professional of record or BOISE technical representative for connection design 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„ d with the current Installation Guide b=3„ b and the applicable building codes. c=7-7/8" a To obtain an Installation Guide or if d=12" you have any questions,please call (800)232-0788 before beginning product installation. C BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTM BC OSB RIM f BOARD TM BOISE GLULAMTM 4 .tis 0 VERSA-LAM®,VERSA-RIM®, �O N VERSA-RIM PLUS®, STpUCT 9 VERSA-STRANDTM NO. L y VERSA-STUD®,ALLJOISTO and gOSTpy AJSTm are trademarks of S. Boise Cascade Corporation. �S Page 1 of 1 Fr flo r I f OA' N OF BARNSTABLE r' TOWN OF BARNSTABLE BUILDING PERMIT AP% I0� T Z_ _ '7d Map �.� Parcel ®f Permit# Health Division ! E 0 �J(�rV F!� �/�o Dat�ll�18Mlk i .�,� m6R�c� N � Conservation Division �'}I �C�� Y � Application Fee aa Tax Collector Permit Fee Treasurer �� SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Nanning Board ENVIRONMENTAL CODE AND Historic-OKH �P�I�� TOWN REGULATIONS reservation/Hyannis_ Project Street Address Villagent :�4✓✓C � Owner ✓tw let C 15.4.,3ey err Address /di<<ip- Telephone Permit Request L-r�rog d / cs > *y—e y ALf Square feet: 1st floor: existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes O No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family O Multi-Family(#units) Age of Existing Structure Historic House: 6K.Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: gull Q Crawl ❑Walkout 0 Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: O Gas 40,Oil ❑ Electric 0 Other Central Air: ❑Yes Flo Fireplaces: Existing 1 New Existing wood/coal stove: ❑Yes ❑No Detached garage:O existing ❑new size Pool:O existing 0 new size Barn:O existing 0 new size Attached garage:4existing 0 new size Shed:O existing O new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded 0 Commercial 0 Yes O No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name ��'� ��12�1'® Telephone Number a4 Address BYO o ' License# 0 7411 C) ! l&A . Allk Home Improvement Contractor# 1,,2 n"7 C26 2 i— Worker's Compensation# 90�S� ' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CG SIGNATURE _ DATE I FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. t ADDRESS- - VILLAGE OWNER t t DATE OF INSPECTION: FOUNDATION 5 FRAME INSULATION /N ® /C .(q FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUG*IP,,) FINAL ' ,.GAS: ROUGIF -�'i - o FINAL :FINAL BUILDING ' rri � - _ fp DATE CLOSED OUTS ►2 ¢ �'ri _ - • W •✓ ci ASSOCIATION PLAN NO. m � ti f q'x1ll!x5.1,11y( �tttall'f3tb y a' a far oan aTlyo-FAMIly 1iad4aatis4 Huitdicv , p s., jgrlp&r F�arkrg ' wmhiVM g g/Ccaling 1'dAX MVm oar Bsscr!`at � �i g grQcnt,F�roicncy� C}la�rrg (telling Wdl { W4 P sdn R-Yxlu� R•Ya�'ce R-yalssa! R-mac . A yflueT p g� 5101 to 6500 Hating Dtm p"n' 6 Nara I 13 19 10 Namuci 0.40 3$ 1g 19 10 6 IS AFUS 0-52 30 19 10 Normal � 0.50 3 !3 21 IVA 6A Normal 6 u 19 19 10 �A f3 AFUE 151/1 0.46 Zg S3 25 N/A 1S AFVE V 15'/9 0.44 3g 19 19 10 }�orrrsal Y i5VA 041 30 N/A N1A rlarmaI 13 25 ta% a�z 3a f9 25 NIA NaA 4oAFil� X 1 g,/4 0.4x S 3 13 1 g 10 gO.AFUi~ Y . 0.42 9g i9 19 10 6 18/� x MA 0.30 30 1,A ' if ADpRE55 OF PROPERTY: VARE FOO'fAaE OF ALL �gIOR WALLS: ' 2, SQ .DARE FOOTACE OF ALL GLAZING, r 3. So. %GLAZING AREA(93 DVIDED BY . #2) �.AA.see chart aboYb): 5 SgI,ECTPACKAdE(Q RMO C, Y REQuaUmENTS wyOLVED KETRODS OF DETER COTE' ARE AVAILABLE', ASK US FORTHISOyiATI01�, B�,DIl�G INSPECTOR AppROy A.L. . NO'yFS, q.fa�,;.fl80303a r • •- 1. .. '. ' "\� '4 .. .. '- •. ' ,• -' . •The Cared OnIMzIth Of Massachusetts Department ogndusMatAccidents' ' �16edkm#pffm ' 600•Washington Street _ Boston;Mass.. b211 .' 'pvor$ers'..C m ensati010 on,insurance Affidavit-General Businesses /' :43- gddre86. , i. -• �'� � e �i �� • - . stets• Zl r -• - work site looati []Retail❑Rest?uraniBai/Eating F.stablishmeat I Agin a sole proprietor,and have no one $psir►ess'I�p e' a} Antos etc. in anY capacity []Office o Safes('including Rt;al'Est e, ) yrorking 8c' art time . � am an em tom with % � /�/////%� n this'ob., , /%%%%/�� rl�ers'compensation for myemployees worldn t an ployer providing `... t .• i/g�,.ti 3 ..• : �', 41. �i 'P'.•.r. 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'r- ( r` /�� ' riA�aIICe.COly 'r. r' :•: . s rietor and'hove hired the independent contractors listed below who have the following workers' L a n a sole prop 4 , polices: `• riP t,t,. ; ;ti_:.A�:�� , . .ceasationp : ;4t a'tfi�:;;;';} :,r�_ttiyY�r i't; .�i. . (.:•::'., 1 'omp p' ,I,t •�'{'' ^i' '.�;':''.4•�'11'•r ��,:ar'�J�.r f!.\•,- .1:<' t'• 't' .r .i..1•-'` r•' �•r••'��S..r:•••T • Cbm 9II 'tlan�l:�:.• •.v t• �. ... •t ,t ,tat::::7i•rif• \<� i;l.,:.r S1•i'�•r•:":• .l, _ .�ir.:l�'i`'!n''' :+•:•(. t♦ r .>• •'ki,S.i�il''.:"L;i•:,•.St •'{•; .�l) ?S��•t• 1 r•r '�t�:..y. !:: .i .'1_ •.� '.: i.dprN:'•'4 th.,:{y .1: r `,i i r':•: .1'r b,::j. L•+ r •.I t •ts.•: r�.y 'r'r•+''' v •S:, 'S ,:t,, �,:t :%L•:�i t.: •1.•V+��r " '' i.. ' • , ••'•'f • 11 :;:,•.•ill,.,ii:4r w.•.,'r lS' '"yt::•• ,j,`:t, drCSS:. rq.:'r:.t 'r•sR,'•` ` r. {r:i'V' 1 11 q�l' 'j r, eLi, 'e .�. ♦ t„•,,"• °; ;D':r•3' ,. ?• .1• ,: Y;i .. :ti..:e• 7h ;ri+.S-'ors;:\r✓" lidne�;'. 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'" ,r •.i 1j'': �l• . .'.1' COO guy DSr>te�N.r Y. 1 - . r' i • r 4:ti.; !;} e :' eacheBS: A ♦ t ^ ti ..` �. .'i ;}t ;(ut(r #'4. •„ •r O .. .. .ro..r,.h.. t i;ir"1'-%+;ti.i%�•1:':•tr •"t-•�7....•�'��•' ''• . .� 1 1 , 'l .�•',�: r1 t r+.•.Y'+.•'�:T ,�c: .i'�;�1+.'i�.. "l��'t CI :+•'t••'' •/- .a,�''�.•ht'„t\iti •t••Y� 6�1•�n t 'l•' .\ >,.�.. >i'..• ,`,t Yt t:yi.• • .• ':i•• r'1'''�^t r','. "''1: i f `. •''.. �'`S. i' r•i:.,•`,, ,• t.. .L:.. ... :rt'• ''Y�'.i-il;m.ir`It.f iFti+'.i',. ":'t.'a.'t¢' �i'i•,.u: 1 ri:'•}b'''Y :'•. f':�' a'•t• r t:, .•t;�r. .t�:: ti•:`: LL lY,l:?y'.%.>.• D'11C. a• '•r•'"�'• `•' ' •` ��.i fit' �• insrir$ncdcbA+'{�"•�, ;:`':: �'::a r u}3to$1 00.00an or Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imp osition of crimfnal penesties of a fin r� riscover' as well as ctvilpenalties in the fo$m of a STOP WORK ORDER and a fine of$100.04 e'day against me, I understand that}l DIKE years imp be forwarded to the Office of IIIvestigations of the DlAfor coverage verification- be ; copy of this statement y I do hereby certi u der the psi an a ties bf perJury that ftie inform atian provided above is free�car'ec� Date Stignature + phone# J � Print M=B official use only do not write in this a w to be completed by city or town officlal permit/license# []Building)department ❑Licensing Board city or town: []Selectmen's Office [�'eheckif immediate response is required ❑Heal7hDeparhaen� , 'Other Phone#; contact person: (revised Sept 2003) _.-.......•.s.�- mot .. � - Inforni'W nand Instructions- ' �� chapter 152 section 25 requites all employers to providc• orkers' eompens�tidn fcr .their. MasSachiisetts GetY Laws' ,• ,��!• 1�,�; ,&,s quoted'fromthe f`law", an employee is.defined as every person in the service of another under any contract of hire;express or impl�,e�of or written. ,An emp I er defined an individual,partnership, association,corporation or other legal entity, or any fwo or mare of the foregoing engaged in djoint enferprise,and including the legal representatives of a deceased,employer, or the receiver or art rcrshi association or other legal entity, employing employees. 'However•the owner of a .trustee of an inflividual,p . Px . aw g house li�g_not•inore than three apartments and•who resides therein, or the ooeupant of the dwelling•hous a bf anothea who emplb3'Spersbns to do mainle7nancc, construction or repair work on such dwelling house.rnr on the grounds or errant thereto shall not because Of such;employment.be deeoaed'tobe ati employer, , building,aPP' ;, r . .. • ; chapter.152 section 25 also-slates fhaf eve'ry state or local licensing•ageney shall+Athhola the issuance or renewal IYIG'L chap y PP. Of a license or per" to operate a busi�nesS or to construct buildings in the.commonweaIth for an applicant who has not pxoduced acceptable•evid,ence•oi'coinplian�e with nt�o�Ce��tracgfor the of yublzc work unto• cot Pro ealthnorJmy•of its political sub&vWons shall y P acceptable evidence of compliance with t�a insurance requn ements,of tl iS chapter have been presented to the contracting. authority: NA Applicants Please fill iu thew�e's'•�msatim affidavit completely,by checking the box that applies to your 6tdation.,Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Dep&tn6t'of industrial A60dents-for confirmation of insurance coverage. Also be sure to n and date the license affidavit. The affi davit should be returned 'to the city or town that the application for the permit or cense is being requested, not the Department oXndustrial Accidents. Should you have any questions regards'the"laW"Or ifyou are btain workers.'•corpensationpQlicy please call the]aeparfrnent at the nimzber listerbelow. , required to,o a . , ' City or ToWns . Pleasebe sure that the affidavit is cb4lete andptinted legibly. The Department has provided a space at tine ttottoni of the affidavit for you to fill ont in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill;m the P�t�cense,number which wM be used as a reference number. The.affidavits maybe xetuzned tQ ements have b em made, the Departmenl bY. or FAX unless Other arrang , The Office of Jnvestigations wood,like to thank y'ou in advance for you cooperation and should you have airy questions, e to give us a call. ' please do nothesitat MINX! X!Z2 The Department's address,telephone and fax number. . , The Commonwealth Of Massachusetts Aepartment.of Industrial Accidents . Bice of Is�tssiil�st�ena . 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 Town of Barnstable �t o� e ro ' . . ..� o� .egulatory Ser'vzces i Thomas F.Geiler,Director • a` " $ $uilding Division g TomPerry,Building Commissioner 200 Main.Street, Hyannis,MA 02601 Fax: 508-790-6230 OffiCe. 508-862-4038 ' permit no. , Data AFFIDAVIT H �TNSNT CO APORLAW MNT ORFJYM APPLICATION A ON of an addition to any pre-existing owt}er-occupied IviGL c.142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction binding containing at Least one but not more than four dwelling units or to atnictures which are adjacent to s uch residence or building be done by registered contractors,with certain excepti ons,along with° er requirements. 3 Estimated.Cos 2:2- ' Type of Work: Aadress of Work: , owner'a Name: Date of Application: Y hereby certify that: gegistration is not required for the following reason(s): [],Work excluded by law ' []Iob Under$1,000 OBun&g not owner-occupied [owner pulling own permit -Notice is hereby given that: OR DEALING WITH UNREGISTERED OWNERS PULLING VNIR O'WN PERMITWoPXDO NOT CTORS FOR A PLICAB,,LE HONL>{n OR GUARANTY FUND UNDER M L 142A. ROVEMINT CONT� ITRATION PRO GRAM AccEss To THE A SIGNED U PBNALTIES OF PERJURY Ihereb apply for aperm►t as the agent of e o er: ,� RegistrationNo. Contra for Name D to OR Owner's Name f ' e r Town of Barnstable Owti Regulatory Services s�xrrsr�s.0 Thomas F.Geiler,Director XAM 16 9. � t Building Division - Tom Perry, Building Comm4sdoner 200 Main Street, Hyannis,MA 02601 office: 508-862-4038 Fax: 508 790-6230 Property Owner Must Complete and Sign This Section If Using A Builder .,as.Ownet.ofthe.subjectpropezty- ..._..._. .: hereby authorizepd to-act on sny..behalf,. is all mattets relative to work authoiized•by.this building.p=A-application%for: PUA17' 710,)Z4- (Address of Job) ; s e of Owner ate Print Name Te.• S F C �TT�cy�,o • �E�'M••SSA•�"� �� r�f APR-8-2004 00:34 FROM:RNDERSON BROS. CONST 5093946447 TO:15087906230 P.2/2 I , Rick Gibbons, owner of 7 Point Hill Road in Barnstable, acknowledge and give permission Sean Anderson/Anderson Brothers Construction to act as agent on my behalf during construction. 0011 Fredrick Gibbons :,- � ��e �oammwneueall� o�./l/�aadac/zuaelta Board of Building Regulations and Standards License or registration valid for individul use only ugHOM MPROVEMENT CONTRACTOR. before the expiration date. If found return to: `a Board of Building Regulations-and Standards Reg istlaation_.._1,2g77g One Ashburton Place Rm 1301 Ezpar i : ::5i/1-/2005 ;:Is. . ;i°n !..�. , Boston,Ma.02108 rin'dividual' SEAN E.-ANDER8Q,N+3j SEAN ANDERSO' 'I •;4=./ 50 TROWBRIDGE W.YARTMOUTH,MA 02673 Administrator i Not vali ithout signature . ; ; , a' ✓/,.e �a„�u..�! o�✓�aaaccc/urae� BOARD OF BUILDI.G REGULATIONS License: CONSTRUCTION SUPERVISOR Numben:.GS 074101 � I ,Expk�sfh�: 02L2 Tr.no: 10195 — -- - Rests'N d.QO SEAN E ANDERSQN i,l 50 TROWBRID.GE PATH- WEST , YARMO,UTH; MA^02613 Administrator Application:to: Old Kin s Highway HighNyay Regional-Historic District Committee in the Town of Barnstable for a CERTIFICATION.OF EXEMPTION Application is-hereby made, in triplicate,for the issuance of a certificate of exemption under Section 6 and 7 of Chapter 470, Acts and Resolves of Massachusetts, 1973, as amended for proposed work as described below and on plans,drawings, or photo- graphs accompanying this application. . TYPE OR PRINT LEGIBLY " DATE ;`7 ADDRESS OF PROPOSED WORK ASSESSORS MAP NO. . 3 ( „ OWNERtG�= /�'�l��d ASSESSORS LOT NO. .J:L_L._� HOME ADDRESS TEL. NO. AGENT OR CONTRACTOR ADDRESS /C ��l� ��—�'L�� TEL. NO, s5? c.T1�2_l�.J �' This application is for exemption of proposed exterior construction on the ground that: ❑ (1) It will not be visible from any way or public place.. (2) It is within a category declared entitled to exemption by Old King's Highway Regional Historic District Commission. (Check applicable box) PROPOSED WORK: Describe and furnish plan of proposed work,showing location on lot,and, if an addition is involved,show, ing location of existing building. SIGNED �- Space below line for Committee use. . Owner•Contractor Agent Received by H.D.C. The Certificate is hereby Date Time 0 By Data — - / ' y V Approved ❑ The categories of work entitled to exemption are listed on Disapproved ❑ the back of this form. . � i Y. _ � _.�.� .J.. _ _ -_ _ - __ _ _� Application to �P�OpO�tM Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a '99 6 ) 4 JA CERTIFICATE OF APPROPRIATENESS Application is hereby made, in triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition Q Alteration Indicate type of building: ❑ House ❑ Garage ❑ Commercial Q Other 2. Exterior Painting: 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE July 16, 199,6 ADDRESS OF PROPOSED WORK 1 Point Hill Road W. Barn ASSESSORS MAP NO. 136 OWNER Frederick Gibbons ASSESSORS LOT NO. 016 HOME ADDRESS 1 120;rt�3-3- R02.14 W 8arn TEL. NO. FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). Pnmpin Pnrrpr 11n Sandy. Npck Rd- W Rarn , Fmmantipl & Snnhia Lemhidakls R7 gertnn Arlington, MA 02174 Mark & Jane Tully. 5 Peppercorn Lane. Andover MA 01810 AGENT OR CONTRACTOR TEL. NO. ADDRESS DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). Painting Clapboard & Trim DDDO D Signed Owner-Contractor-Agent Space below line for Committee use. ate � � a Certificate is hereby A el7d o Date — 9� JUL 1 61996 ime 6,1PvfV OF BARNS TABLE Approved ❑ IMPORTANT: Af Certificate is approved,approval is subject to the 10 day appeal period provided in the Act. Disapproved ❑ THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) m A F DATA I PH-170 Tom Old j ee CHIMNEY TYPE ROOF MATERIAL PITCH WINDOW SIZE TRIM COLOR /1 v �LU e, rc^- COLOR SHUTTERS COLOR GUTTERS DECK GARAGE DOORS COLOR SIGNS COLORS SIGNS COLORS SIGNS COLORS FENCE COLOR ono � 6 Q NOTES: Fill out completely, including measurements and materials/colors to be used. Three copies of this form are required for submittal of an application, along with three copies each of the plot plan, landscape plan and elevation plans, when applicable. Plot plan need not be "Certified" except for new homes, but should show all structures on the lot to scale. .SPECSHT 'tr Oh 1.0 o ,w w� 1Z20 P34 Ar • � p s _ F '� /• �'� . / /SAC, 2`1 L 4 e- • �a (. . t �Z p ti '°is • s 0 2 i • ! ��9 :b Ip fp PG'S 30 5 A /•0 °c' e2Ar- 5,'' p S 19 92 AC l.77 AG MOIWAY pR V • 20 / .80AC. 41 40 -BOAC BOAC / 21 55 .BOAC- �� • (o.00AC. 22 4 z 43 44 •80AC BoAc eoP.c e2Ar- 2 3 >rlul�wo51 I' �eOAC �[ i i iso 0 50 i O(a AC. I i 49 4a _ 8OAr— 8OAC PPIQldIRlD Ug0lR Till amar ON Of THE .• u•`�r� nor• • 1 ®•,, ar�eNsrael.e eouen or AsaEssORs , '�•_ I AWS AIRMAP INC. ' coos, °� 1 SCAL� 3 llA13AdU3�TTS CONWE&ICUT / / ERT ARCHITECTS,INC. cul,aTuu �1��R PO BOX 30 YAAIIOtflNPORT,ILA 02675 ADDITIONS&RENOVATIONS !.. 7r-== REDR fMOf _. I vANElS TO: THE GIBBONS RESIDENCE MlT!� t 3 -- `_..*:.`r.L :?i__.;._'! S�''_ ! i ;.: �_ I I S i 1� 7 POINT HILL ROAD ! �Y ._ �1 wIt Ir NEM PT oEac ro MATCH EOSTM,�IC7.'I7 ;!.-say- BARNSTABLE,MA Ll �(H25 AR25/ AR231 AR251 : t-1REAR ELEVATION ALL SHDIHKL AMD lIROQ MAlER1Al.S t Vd Vd tf� . OETALS ro w basTwc.TYPK'J1L ALL HKNDKEW SUNROCLOSE THAN le OM NEW'SC7ED®PORCH we DECK To FDOSN FLOOR SHALL BE TEMPERED. . I MQ H\PIO K HOf W s u>ID I q IOOnRp a maACY Nam®Wm DNIKW•fOO ' Rr t4r rm�ms YA YD RO1�WM. - DATE ISSUED: 1201.W I REIRSONS: �L'1"L:�{L. is;�`C .L']... :IH'i �'�`�'� J•d"'r' Y:..a� �,. .:AT .L"',' »t '"'I,L.cLy,L:,,..'-:S -[ :=�'-t;:L, •.�'`�:II .T{Lr"-r .0 .=MAT''-..,,+ Y2xle, P SS 1201.M A.._ ='J �" 7'rT��L.`. PROGRROGR ESS SEi vy" FY1D PORCH ROOF rrStxrty v .'"',.»...,.; _ PROME SE7 �R y FELD DE70tLOF PORCH ROOF pE7E7nm� :!.! 0:Gi`i;C`'-!�..,,� ro HHWERSECT�/DOItHOR MALL m N7FI75ECf•/DOItIRR BALL ', '•,µ�:'r••Y•. ..-s�:;:}rE.r� .r. "�1 ' PROGRESS C� ` �. .. -.: � .:::.:;..:;..,..,..:_7 T..T�'..s.._I._;::'--'..:. �� !.,!s.- .:!.u.Y.:......-X �... 'ii,.:u T* '�2C•1. f\ .. ,t�.i.:'J'S..�.L'L7L"-�.CiJ-.;.uJ+.:i!.y1+ '' ! �� 11,s..y.!'.'.._I'7.1'SS�';i1]:�Y::`Y - :.`I '��r. .:i•,'•,',,-i- .. Q' Q �.La w�TM.... ....,:.ir: ,,,.7 ri.::>.i.i:,��S.v rlityl� T: - 4:''t':''.(.,�,1,^.^.Y•�T(1"}Y'r:Y,i^.' ^! µt'T� t.Tic=r3:.::..i i:. y.; !L� /t •C 1 \> - '•� T. '3�' 7HRNOMS lDOON BEYOND• ,:•,.� ^ter,'• r�'�u.�s. � •'s ._' .,a.-r'?•Lji.. ! :.''�: n �,. ClIS10Y SCRFIIR PAI�LLS �C :: .� '; C_?11i.•.y y O ,.,. % - fORT� l+.r�•'�'' ,� NEW PT DECO TO MATCH OOSTOC 7' i! !! �i•C.•trY;:J`iT� 'R 1:. r:.. ''"'`_ ':* ��.i!.:;, ':. ,T:r —— _ a SP�� ',I ':.I: d:�+t-:,!•�"-y� •, u�..'�, xl,`r#�-�''� +�,'1"'•t+' . • `mac �T0,F RIGHT ELEVATION NETr�suaLaal LEFT ELEVATION t� Au di aoDF►c THRHIIE wTEHDAis• TO FvasH �,E '�Pi tm. DETAHts MATCI TYPICAL ALL SOOA7.ROONW AND 7RWE w,ERINS• 41EET . DETARS ro MATCH G tYPICN. A.2 ELEVATIONS TOTAL NUMBER OF SHEETS IN srr. 2 YNHS SWEET O AUD IRaas ACCO PAPOD BY A COMPLETE SET OF iLEORIONG BRATID= ERT ARCHITECTS,INC. PO Box 54.7 VARIIOUROWT,W 02675 tRlO1CRO01 i H �;!ii � ADDITIONS Qt RENOVATIONS llill!I II �!�!ii 70, THE GIBBONS I III I il. FINISH FLOOR GREAT ROOM ii:�IEXSTII+� Il; 9 �'€°r t!r.Y.Si?,>ti�•2 :`'�.�.•. 1..��,:t! GARAGE !. II)I iI RESIDENCE 7/P PLVI OOD 9ATFDm Txt2 JOK15 NmCTEN 7POINT HILL ROA De R-70 FIBERGLASS aALOW •V BARNSTABLE,MA r FOIL FACED RIGID NSULA RF10YE DDR 2x' REMOVE NOM CONSTRUCTION ADHESIVEDETAIL ® SUNROOM FLOOR ICI H SCAM-,•_r o L. NAIf•ALL N __ __ .___.. . _. --......___ PROVIDE NEW ril 7 1'x9 1 ...—..-�E..S471N.FLOORS ......_.._..__._._.._..FLOORS......_.:..__-_�_.._-_-__.__..-.._._._..._.__._...._._._._..._. 4 _ -- — NEW SUNROOM �_��_SCREENED_::__:: ::_:__::_NEIPt:_DECK-_ . ......_.._._.-- ALM NE1r FDu9,now ....._.._...._._....-. - -- j"E,osWD ..pORGEI'r ::__ ...___.._..__ r =_- 1PROVIDE NEW M OVER'IER112" :.-: _.---.._._.._._.. ----------- ---------— ----- Y..__.. _.._... ...----............. ._.__.1 At1AfGA7Y: - La iLA91MC o N,EasfT:nW :.—._. ___ -� ...70..�. --- ..___. .. ta�i,w eta t0mewcmt°® SHINGLES RED®AR ROOF .............._......... ................._..........................._..-.....-...__... ..-._......._........_._......_........................_....... w r aorN Avt¢n NVNr®Nwm etAvm•Nt® 5/a"COX ROOF 9EATHM 700 FELT PAPER LOCATE CORNER SOLO -a AIr r-,N -No sK �m ROOF MBE W,tOR111RST ed m m m m R-70 FIBERGLASSE19R Ej;:'fMPD-.-0/ •All �'E Md OdRDATE ISSUED: 12.01.04 RAnER�T FIRST FLOOR PLAN PROVIDEELSEci SCREEN ALLOWCOLORED REVISION& O C. PORCH DECIDING. VENT OAFFLE— !fit 7/4-M,/r OWF.LK NW 2,B AI575 N xa Ex1ERIW WALL 1a•0.G TO NATION ALL NET,RowW eETT O a FV3ERQASS VFs� ,irFL N9X �TMc CO NpO1T EXISTING ,a STRUCTURE • o.N ul�iE� ouumR c A, TTVIX MOLDING PAPER vC 9.NG ES NEW SUNROOM EM N/K EERERMTT Su .gpLhDOa511N PPRROIOGNRcE SS c............................................_..............._....._. PROVIDEl�ASECESSARYR-7o NeEEUAss Na EEli AN TO P oc ' iyJ'`;T VOLMANCIED n NEra FRAMING NIAI/CER /./ ///./ , j/. / �� ///, / -/ e• ed V`1 Itf - 91ASp1 APS{POST BASE ,o•0"sWO-TUBE SECTION ® NEW SUNROOM % / . % :i % �C 011'H �,;;;, ./BKFODT FOOTM A /% ;/i'/ /// //;X 'a S i i / %/ l lio c /�.• � /' �: `//� � //%„//////��!��'//// ,//�...._._:::.---- - _ - -,;ice •, ..'./ ,. /�: / //' i —OiACTOR 9ULL AD:L15T TOP itltAL NOBS lI1BE5 10 NEST F9091 �AF IOi$ F°eEp1ooaaA¢n'Mots / FK OFS TRUCTURES elaO�yN"aDl��3T�1 /% WIl11E Oi SiRUCIIRES ABOVE o AN�o af I PROVmE 7 1EED ' „AT NS= 10•GIAY SOJO-TUBE ' j awl 'ua' %' T ! PAN � Fo°m f�N7 ALONG LENGTH RE R Ra+ t SH ET NO. . �9aamwRcsawm'"'&A'Y�'wP��etASRVwwoa�Nmem ' ;�O 509C NIOIIY YD antlKNtY 0a05TYm1c ro T m PROVIDE 91®SON AP81 ' - POST BASES BETWEEN BEAN Al b N<oosm . •TUBESPLANS n�io� io egvi* Eo�TEnn 't i TOTAL NUMBER 91EE15 wTom ANaAT FDrAa Dm,FD NESNIm6 .._......._.-•..._ ......._................-.. ....._........_..._...._ ....._..._..._.._ ..._._....__.. _............. .. ..._..........._. I" 0A1ED I!D Nt WATm COSTING CO MOM W t mD1m/ALIUM fd• f-t f-,N M N ey. ed ed 2 Al Um N DES[amuxm 71DOP IfNO S1Aa01 AND mWL' FEND TE7i6T WALD j ' ° Np°®wRW>'o1.1ONrs`""Aa""AR�Nua'F1CAR.mmsNsa �TUBE/FOOTING PLAN_ THM SHEET � i A COMPLETE OFF EOwmec DRARORM I1:02 '9� 17:02 IC617727 7122. DEFT LAI) M,6A O Conunonwea& o f Maaaclzudelb �ofartnaal o�.�dlce[r�a[�acid� . 600 W.Llim 'tom James J.Campbed L70JltOR, Vaeaa k.& 02f!f Cammier rkers' Compemdon (B muce Affidavit with a principal place of business at:le :• -. do hereby certify under the pains and penalties of pw1ary, that: . I am an employer providing workers' ootnpemsation coverage for MY employees W this lob. , Insurance mpatY Poficy"3�Imnber () I am a sole proprietor and have no one working for the in any capadty. O I arc a sole proprietor, general contractor or fromeownter (drr3e one) and have Edt contractors llsced below who have the following workers' QotapeMdon po1[der. Contractor los:aanae ConalmaYlPaliCY Contractor Imtnrance CompanylPoiicY Contractor 1nsuranoe Company/PoIicY O I am a homeowner performing all the work myself. 1 undt---Gne::at a CW/of Ltis srtcnetit WM be fo:randed W d e 01 to of t of ft MA for aovecaie vrjtetion and snit oc e-:fie:s csG:•-td undo Section ZSA of MGL I:Z an less to dfe ln�poaW=of C f 0W p� °f a floe of tap W St,: area.-s• im;rtannsm as"I as dvi aanawes in die fom:cf a STOP WORK ORDF.�aid a flue oiSt00.00 a der api�Me - Years,ne tfiis C;;? &Y of/1"Pig , CicenseelPerrnittee B 0ent Licensing Board Sete Office The Town of Bamstable HAM Department o f Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA MWI Offi= 508-790-6227 Ralph Cm Fwc 508 775-33" Httiidtag For office use only Pewit no. Date AFFIDAVIT HOME MoROVEB=CONTRACTOR LAW SUPPLEMENT TO PERIBT APPLICATION MGL c. 142A requires that the"r,P M unction.aitaations,renovation,repair,M in prvvanau, reincn-4 demolition. or construction of an addition to any oWM oocw. building containing at least one but not more than four dwelling units or to=nv which are z4= to such residence or building be done by registered comtractom with certain mcpdom along with atl xcqLurcMCntS- Type of Work -&L Cast c Address of Work: l � � O%mer.Name: Date of Permit Application: I hereby certify that: Registration is not required for the following rcasm(s): Work c=ludodby law ob under SL000 Building not owM600 aspied Owner pingam permit Notice is hereby Sh-cn that: OWNERS PULLING 7EM O PER Tva OR WORK DO NOT HA DEALING_ CONTRACTC GIS ACCESS CUSS TOCn N FOR APPLICABLE HOME ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c 142A SIG-IED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent 6f the Owner- ate Coma r name R on No. OR name f COMMONWEALTH 'EPARTMENT OF PUBLIC SAFETY _ OF NE ASHBORTON PLACE Failure to possess a or►►aat MASSACHUSETTS l( OSTON,MA 02108 fi Massaobrser s-Rate Qaltd1@9 1 Code Is awesa for roroaatlon LICENSE EXPIRATION DATE of CAUTION 11/24/1995 CONSTR. SUPERVISOR FOR PROTECTION AGAINST RESTRICTIONSEFFECTIVE DATE LIC-NO. HEFT, PUT RIGHT THUMB PRI , APPH NONE `+ 06/30/1993 030908 ° t �� F. o ON LICEf�]SEo i : BLASTING OPERANEAL A- PRATT ,. , ", 42 CHASE. RD jM��N� DPHOTO(BLASTING OPR ONLn FEE: E SANDWICH MA 02537 '•:r1 I NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY �.'�;'• HEIGHT: STAMPED-OR-SIGNATURE OF COMMISSIONER , c� i1K= i THIS DOCUMENT MUST BE 1' , « SIGN NAME IN FULL ABOVE SIGNATURE LINE CARRIEDONTHE PERSONOF NA EOF LICENSEE THE HOLDER WHEN EN- , OTHERS=RIGHT THUMB PRINT GAGED IN THISOCCUPATION: P.MOVNER 1 ii�j��t�,•.�mea �� ':��;THOME IMPROVEMENT'CONTRACTOR . Registration 103690 �Trpe; DBA rya, :` Expiration" 7/09/96 ' ' {•: :;:Neal A.'Pratt-lustoi Builder keel 2l A. Pratt ADMINISTRATOR E Sandlill.6 MA 02537 �. Application to 5 14,9 ,9 .s Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS Application is hereby made, iri triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition ZW Alteration Indicate type of building: WHouse ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). G TYPE OR PRINT LEGIBLY DATE ADDRESS OF PROPOSED WORK 4,pz.,�r / �� a,"o y2/�NSTASSESSORS MAP NO. OWNER ► /� c /g '9/V'5: ASSESSORS LOT NO. HOME ADDRESS Y%L-5�: Ze E,&A:nO DUI0Z AWPS, -Cvw11 7TEL. NO. SD454sue FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). AGENT OR CONTRACTOR ,t // TEL. NO. ADDRESS `7� C� _ � D, �_ S%S�/UJO, z19. oz-5- DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8, other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and proposed locations of new signs. (Attach additional sheet, if necessary). „ Z F041 f 4+J e__ u Signed �rO�oi�iRL Owner-Contractor-A nt Space below line for Committee use. Received by H.D.C. S � a Date The Certif' is hereby /v v e� ( Date Time By Approved ❑ IMPORTAN . If Certifi ate is approved, approval is subject to the 10 day appeal period provided in the Act. r 41 Town of Barnstable Old King's Highway Historic District Committee SPEC SHEET FOUNDATION 111 r91°J,✓ SIDING TYPE �,l�lij./�Z � L1/L SLf))O/t COLOR CHIMNEY TYPE /A), I�. COLOR ROOF MATERIAL /��4'ee ��COLOR IV if PITCH g % lZ WINDOW �f�//21J/� �(/ SIZE TRIM COLOR DOORS COLOR SHUTTERS GUTTERS DECK GARAGE DOORS COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Three copies of this _ form are required for submittal of an application, along with three copies each of the plot plan, landscape plan and elevation plans, when . applicable. Plot plan need not be "Certified", but should show all structures on the lot to scale. a SPECSHT JI I '3 - - car _ - 10 I - 1 i - i 3 9dT. Ay co k eLL e. o n N e7fl � r ' , � -_ Al 1._ _. _ � � .. _ ' 1'1•A,,-- "" �..... O , _ 6` kp V` kp.. 1 - / 'V W ? \ N /V 41 i ; O ` , 1 I" _ F rl;l rn _:..._..._ _._..._______.._.... ___.._ _.__...._......_ cu �I � II�III 'V�a.i II Ylri II II A . :Py I Ii ?: I I l7 I I rTl '::_:� 1:r l S:CI Imo• � � 1...._:.._....._..__. ri IZ iEq :;:1 alh..,... I't L.- I I:7fl I;'J :�;I �•� IT' D•I .. ••GI I'4 : I- E... ..f 1.f' I� Ir1a I••-...:� I ITI ll............_..... .....Ic I yl . ITI •3:: I ,T,I I.[::?•• IK", I,I'I la I _'I I,i I ................... ........ ee + + IXI I.... 1 17 _.._._.....__.._..._. .._ P � 1:- a Ill tj 11ri 1 ! • �•a�'I "...: _ ri l:- III : _: __ :-_:___ -_ F-I i ---- ----------- -f .......... F-I . .............................. P-J .._.._._._._._........_......... .. -.---- __._._ .._.............._...... Jl ...... Wes._ :. _.. �.I • r �I a: w,l17171 ..._ J'J ti::l f_ I .._............... I-!:1 ..I. ' {ul•yl �:�I ' 1 ..nn.�w.unn.............umm... .....unu:u......nm::nu...... u.......n.n..�:ism•nn:m:wmumvncu:mnu.mw®:m.wm.un:.m...uo,.mmmm..u..mm.emu..m..w,.nu:nm.,n....:mmuw..amnmmwwmun. r _ I -� 1-03 oFIKE,p Town of Barnstable *Permit# Expires 6 months from iss a ate Regulatory Services Fee r � 1. 1ARNSPABI.Fn v bUS& Thomas F.Geiler,Director 03 ,m A,Eo Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 X-P®E c,S PERMIT ER �p IT Office: 508-862-4038 /i 11�� a7 B�`s'1s6 1 Fax: 508-790-6230 � 1 2003 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint TOWN OF BARNSTABLE Map/parcel Number ".5 v/� Property Address :7 Residential Value of Work Owner's Name&Address / �LC�'�e�/!✓>� 2�'�� -� Con' actor's Name vl/' / i'U�L'��dCI!t-, Telephone Number Mq ` ,T z e c- Ho^•f Improvement Contractor License'#(if applicable) Z q?;R Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance /de Z�_ n Company Insurance p Y Name Workman's Comp.Policy# :-7p aA- S Permit Request(check box) V-Ke-roof(stripping old shingles) All construction debris will be taken to 1&6e4iS ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. Signature 1� Q:Forms:expmtrg Revise053003 `Contract con. Payment schedule: Fifty percent(50%) of the noted price is due at the commencement of work. No down payment is necessary. The remaining balance is due upon work's completion. In the event of non-payment,the customer shall be responsible for all costs of collection, including statutory interest and reasonable attorney's fees. Please contact us any time if you have additional questions. Signature of contractor and customer: With enclosed envelope,please send one (1) copy to Anderson Bros. Construction. Please sign and date: Anderson Bros. Construction: date: Customer's signature: date: 0 If/13 ree,eick Sean @(508)280-7326 sea(-kanecod.net Eric @(508)280-6600 v i • Application to: d� Odd King's Highway Regional His� rc District Committee in the Town of Barnstable for a CERTIFICATION,OF EXEMPTION Application is hereby made, in triplicate,for the issuance of a certificate of exemption under Section 6 and 7 of Chapter 470, Acts and Resolves of Massachusetts, 1973, as amended for proposed work as described below and on plans,drawings, or photo- graphs accompanying this application. . TYPE OR PRINT LEGIBLY DATE �L C�3 ADDRESS OF PROPOSED WORK 7W ASSESSORS MAP NO, OWNER �Cf1% ASSESSORS LOT NO, L/._._r HOME ADDRESS TEL. N0. AGENT OR CONTRACTOR ADDRESS `0 Lrj/,TY7 TEL. NO, _ 025-oz 27 3 Z This application is for exemption of proposed exterior construction on the ground that: ❑ (1) It will not be visible from any way or public place. ❑ (2) It is within a category declared entitled to exemption by Old King's Highway Regional Historic District Commission. (Check applicable box) PROPOSED WORK: Describe and furnish plan of proposed work, showing location on lot,and, if an addition is involved, show, ing location of existing building. (36 SIGNED- - :/-L- 7 Space below line for Committee use. . 0 ner•Contractor-Agent Received by H.D.C. The Certificate is hereby Date Time Q� By Date Approved ❑ The cateoories of we-irk nntMaa Board of Building Regulations and Standards r HOME IMPROVEMENT CONTRACTOR �.. Regist_ a{jp\2 8778 ,y Explrati6r:=57t6 • ji SEAN E.ANDER .� SEAN ANDERSO 50 TROWBRIDGE A E. 5,% 4 W•YARTMOUTH,MA 02673 Gam`" , t Administrator 71. BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number:CSC 074101 #� E�pMes•"=-471!2005 Tr.no: 10195 SEAN E ANDERS®N� `W 50 TROWBRfDGE PAIN t WEST YARMOUTH °IvFA`02673' � 1 Administrator 0 /A/ Assessor's Office(1st floor) Map Lot Permit# V-e�i Q*aki94_Office(4 LZoor) Date Issued / Board of Health(3rd floor)(8:30-9:30/1:00-2:00) /fj.f -qs �- _Fee. :if s . 00 %�, Engineering Dept.(3rd floor) House#1 _ V `® �1%~-4 ,-, Planning Dept.(1st floor/School Admin. Bldg.) ^p �N qt,. 406Ab, �iY �f J�y. HARM LE Definitive Plan Approved by Planning Board 19 t' ., VV.' .r � 14 t639.,` �+ ;�• • ` a+ Leo +' 4� TOWN OF BARNSTABLE ,�;;�� •�� ,�� r Building Permit Application Project Street Address k)Li K M 0 S724l L) Village Owner ®s(p,S Address yYj441--— Telephone el'7 1 //�� Permit Request /�8 � �0066 #D0-C-E XS" To &%e)T_ OF— IIWISAiF — PLO Total 1 Story Area(include 1 story garages&decks) square feet p Total 2 Story Area(total of 1 t&2nd stories) f square feet ,q l Estimated Project Cost $ `Z Zoning District Flood Plain Water Protection Lot Size 1 o2 ,yet - Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Si A)61,9 F r�.�,�c �� - Proposed Use S9 ydJ Construction Type F/A)f4 Commercial Residential ( Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House No Unfinished__ X Old King's Highway Number of Baths r2 1 - No.of Bedrooms Total Room Count(not including baths) 8 First Floor .� Heat Type and Fuel v t O Central Air Fireplaces Garage: Detached Other Detached Structures: Pool --- Attached L'i4 Barn '— None Sheds '— Other Builder Information Name A4 Telephone Number 32 45)L Address e)lhf�L Aa License# 0_70 9'03? Home Improvement Contractor# Worker's Compensation# I,00/ -3%oZ -c2,l2 2u G)b&tf �0 TVA 013 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUIL�SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE &d 14 i _ y DATE BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) h' FOR OFFICIAL USE ONLY . PERMIT NO. 6l• • DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION' ' / q r FRAME Lo INSULATION tea 6 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' GAS: 'ROUGH FINAL ,FINAL BUILDING ✓/-/, 25 DATE CLOSED OUT ASSOCIATION PLAN NO. 3 SEPTIC SYSTEM MUSVIII � -7 3 Assessor's map and lot number ... ...................................... INSTALLED IN COMPLIANCE g I WITH ARTICLE II STATE Sewage Permit number .......� ` ' ....� tr�t . '�J(� SANITARY CODE AND TOWN' . / � � REGULATIONS. y°`?"ET TOWN OF BARNSTABLE i i 89SH9TODLE, i . BUILDING INSPECTOR �o war a' � �� - /'Owstl:k nwo I�r�rn/�o s�-s APPLICATION FOR PERMIT TO .t'.`�....:.."..........:...::............................. . ...........................................�. .... I 8. TYPE OF CONSTRUCTION ...... aKVr. ..Al .......19.7e. TO THE, INSPECTOR OF, BUILDINGS: , The undersigned hereby applies for a permit according to the following information: ' Location.t c,ri�sf<t��./�z�: .......................... ...................... ................................... ProposedUse ... c n..................... .......................................................... 4 ........................................................ Zoning District ......./.Z.:�t ................................................. ..Fire District ..f >-?? f ? :�.... ....................................... Name of Owner ....s4.a<M.5.. .......................Address ......./.y�.... o��u... '�? .�.. j fr ...�?c4'-,s Name of Builder .....................: Address ..f.�.?..��•r�f.d �i�ip v<. ..... �,, irv�/� .. Name of Architect ..............Address // Number of Rooms ........... ............................................Foundation ................................................... Exterior '�e........................ Roofing G�cl�-r' .s i/?�P ................................ g ................................ Floors ......................................................................................Interior ........!r/;<<C6 . /. Heating f- L/ 1........ �lz....................................Plumbing ......,........, .... ...... ............... . .......................................... p ........................................Approximate Cost ........7 7....-Fireplace ............................... ........................................... Definitive Plan Approved by Planning Board -----------_______-----------19_______. Area 4�cz................................ Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. i, Name . v!:k.c ..... . . l<^-r� ....................... Gibbons , Frederick s t 2 ON dormers No ............:..... ermit. for .................................... w , .................................. ......................................... Location ......7..:.P.Q.iKxt...Hill...Fmad............... ...................WP-.s t...Ba.rms.tab.le.................... A Owner ......Ere,.! er ...G.ibbons.............. Type of Construction ...................frame.......... ... ......................................................................... Plot ............................ Lot ................................ . Permit Granted ..........Apr•rl...4............19 78 Date of Inspection 19 Date Completed .`........19 PERMIT REFUSED .... 19 ......... .................................................................. Approved ................................................ 19 Assessors map and lot number .........:................................. r Sewage Permit number °a�......................` � '� ��?,Y/G T"ET°�`� TOWN OF BARNSTABLE 86SB�ST LE, e i 0 1639. . BUILDING . INSPECTOR OMPYa i APPLICATION FOR PERMIT TO .9Z!� � .............. , f �� ...................................................... - TYPEOF CONSTRUCTION ...... ............................................................................................................... .................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location . . .. ............................... .......... . ..., .... .Z-.,........................................................................................ � ProposedUse ...' %. ::..: .:...:::`....................................................................................... ..............................I......................... Zoning District ..........` ....��:......................................................Fire District ..................................................... 'Name of Owner i .. Address ✓� y �� a/ ��-..� Address / .° Name of Builder ............'::... . ...... ...:.............................. ............................................................ Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..........::.:... .`..............................................Foundation ............: ............................................................... Exterior .......................... ::.... ... .............................Roofing ............. ................ ........................................ .........................................Interior .........::...........Floors �' .....:.......................................................... ............................................. Heating ........... . ......................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost ...... ..z'.:::....::............................................ Definitive Plan Approved by Planning Board -----------_______-----------19_______. Area `" Diagram of Lot and Building with Dimensions Fee , SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to .conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... ....... ......... ...... ............................. Gibbons , 'Frede:' ck A=136-16 10 20070 Permit,'for dAXme.rs....... ............................. ................................... Location 7...Point H.i.jj••RQ. d.......... } ........................ ................ n Frederick ibbo Owner ..............�z..........�1 s..:............... Type of Construction .............frame................ ...................... ... .............................................. rPlot ............................ Lot ................................ Permit Granted :......... ..Ap .i.l..4.........19 �$ Date of Inspection ....................................19 Date Completed ...............:..............:........19 i PERMIT REFUSED ....................... .. ........: ......... 19 1 .......... �. .... ... ................... } ............... ...................... ............. . ...................................... t s ............................................................................... j • Approved ................................................ 19 ............................................................................... ................................................................................ • � j�orrnrr 91. e! 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