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0058 GOVERNOR'S WAY
rl o.1, L „ , , ° ' 1 R` � t f i1 ••tl `fib s y n Y i r, Town of Barnstable Building 21,111 mahe,Stre'et-,A roved•Plans'MustbexRetamed on.Job and this Card Must;,be Ke t,. Post This Card So TERMINI pitisible o pp P i WWf3[A[ttE; �i� >, ,,:a� `���x, ,. -:; ``k r°` ,r � 3��;;",^�»�.��� 4?,•z >�;';: �., .. � M" p iPosted�UrtilFinab-ins "ection Has°Beeng:Made �:., � „ ,£ �; • , # ,", „ • `" """ � `" `� u ied,until a%Finaf°Ins'" ection has-been made Permit Wher;,e a Certificate of Oecupancyis Required such Building shall Not;:,be Occ. p p of �.,. .0 Permit No. B-18-694 Applicant Name: DEVINE,JOAN &JOSEPH TRS Approvals Date Issued: 05/18/2018 Current Use: Structure Permit Type: Building-Deck Expiration Date: 11/18/2018 Foundation: Location: 58 GOVERNOR'S WAY, BARNSTABLE Map/Lot 258-058 Zoning District: RF-2 Sheathing: � ,x Owner on Record: DEVINE,JOAN&JOSEPH TRS A, Contractor'Name Framing: 1 Address: 256 CARIN RIDGE ROAD f Contractor License 2 x EAST FALMOUTH, MA 02536 Est Protect Cost: $ 10,000.00 Chimney : Description: New Front Porch and Deck P tFee: $ 170.00 Insulation: Fee Paid ;` $ 170.00 Project Review Req: Must Meet Setbacks-minimum 30'from`fir property line Final: j Date 5/18/2018 Y nm Plumbing/Gas Rough Plumbing: i Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized) this permit is commenced within siz months at er�ssuance. Rough Gas: All work authorized by this permit shall conform to the approved application and theTapproved construction documentsforwhich this permit has been granted. :. .• . All construction,alterations and changes of use of any building and structures shall be m compliance with the local zoning by laws and codes. Final Gas:. This permit shall be displayed in a location clearly visible from access streetor roadand shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. Y The Certificate of Occupancy will not be issued until all applicable signatures by e B l ng and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing g 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insu-ation 7..Final inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and,Mechanical Installations. Health Work shall"not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL c.142A). Fire Department Building plans are to be available on site Final: C All Permit Cards are the property of the APPLICANT ISSUED RECIPIENT - P QPAWL DRIVE 1 Ell rf / s EXISTING , +a HOUSE a 1 r DECK l T INVERTO InNG 100 GAL. T \ h• EL 03.4 14,(RE»-US D) ' - HIS - b; ti , '•, �' •/ 23,4321 SF - H1 AIT BEN MARK �' � tli of rw r,� ' �N TOP F FOUNDA ' g V t M�Is, O f 1 ��'• ti N EL w 6a.7' C11� .., AMrI `�° ti., � OJAI-A IVIL IQ ui n M `. No ale.. 0 10 2� SEPTIC AS—BUILT :10 40 5U FEET -�---� IN fay 5108 a ao BARNSTABLE down cc'Pe engineerir7o, inc. 58 GOVERNORS WAY ' PREPARED FOR ClWL EMG/MEERS BORTOLCTTI CONSTRUCTION � LAND 5uRVE'YDRS �. 939 Matn. Strset — YAPW04I714P0, r, MASS SCALE; 1' m 20- OCTOBER- 15. 2012 aCE # 2^Z3n qJ Number... ......... .. )Application t ...........V —70 ZEN Rijim * I Permit Fee.......!...... 0ffier Fee.,....................... MASIL 03 TotalFee Paid.................................................... TOWN OF BARNSTABLE Permit Approval by..Z�..........0 1 L- BUILDING PERMIT Q50 ..... .ParceL......... ................... MT.............................. ... APPLICATION Section I— owner's information and Project Location Project Address Village�_ Z5 A-PX-�L i3 L-p— owners Name Owners Legal Address C* state zip 0 .3, Owners Cell# E-mail Section 2—Use of Structure Ei commercial Structure over 35,000 cubic feet:16", Use Group. ❑ Commercial Structure under 35,000"-"tti e/Two Family Dwelling Section 33—,TjLype of Permit New Construction El Move/Relocate El Accessory Structure El Change Of use ❑ Demo/(entire structure) FJ finish Basement E:1 Family/Amnesty El Fire Alarm Deck Apartment ❑ Sprinkler System Rebuild ❑ Addition F1 Retaining wall Solar U' Renovation Pool El hoflation Other—Specify Section 4 Work Description= T.R.d Tmdated:W9/20119 L Application Number.................................................... Section 5—Detail Cost of Proposed Construction V\ Square Footage of Project Z 1 Age of Structure . Dig Safe Number + •, a # Of Bedrooms Existing Total#Of Bedrooms(proposed) - 110 MPH Wind Zone Compliance Method Q MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring Oil Tank..Storage e m mg Smoke Detectors r, �• �. ❑ Plumbing ❑ Gas [] Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal "9-�6n site Historic District ❑ Hyannis Historic District ❑ Old Kings Highwa y Debris Disposal Facility: I am using a crane Yes 0No Section 7-Flood Zone Flood Zone,Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District R F z Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past?- ❑ Yes ❑ No Last updated.:2J9201 S .. ......... d Application Number........................................... Section 9—.Construction Supervisor Name Telephone Number Address City Sty zip License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation requited by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section-10—Home Improvement Contractor Name Telephone Number ' Address City State zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I umderstand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your IUC... Signature Date Section 11—Home Owners License Exemption Home Owners Name Telephone Number Cell or Work Number I understand m responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the s uusetts State Buildin g Code. I understand the construction inspection procedures,specific inspections and dotumen on re ' ed by 780 CMR d the Town of Barnstable. Si e Date APPLICANT SIGNATURE Signatur Date 5 Print Name J}� ��L PCTelephone Number E-mail permit to: T..../. n/A/1A1 O Section 12—Department Sign-Offs Health Department. ❑ Zoning Board(if required)_Heal � El Historic District ❑ Site Plan Review(if required) Fire Department ❑ Conservation hnentfor approvab For commercial work pease take your phun directly to the re de pan 13—Owner's Authorization Section � I, J property as Owner of the-subject ro erty hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner date Print Name i k� II 1 i - i _ I 1 Last undated:2/92018 s 3 r ol VIA 14, l g • ix -71 Sb ,. � .�..4 .. � �� -•, t�f� Ali 'I IC r oit x "r • ,. f i •� x, art « .... « --� R '• -. Y a IP E yR 8 ° r �� y u I� 4 t a 0 +a rn c TECHNOMETALPOST SHOP DRAWING P 1-8G ` Different si - } THREADED ROD -� " U" SHAPE SADDLE \\--0.500" 84" 1.501, rDia. ix leading edge 445- 6. 0" ALL POST ARE HOT DEEP GALVANIZED ALL PIPE ARE SCHEDULE 40 5 1/2"or 4 1/2" or 3 1/2" "U"SHAPE BRACKET ,3_e Adjremcnt of31/2" TREADED ROD FOR ADJUSTEMENT NUT INSERT POST TECHNOMETALPOST TITLE SHOP DRAWING ON THE"U"SHAPE BRACKET ------------- qq 1 ------------- NONE Town of Barnstable Building e MRNl3T'ABI°�'r 3�PP.os � .terTedhtais=CCearrt".tlif iScoatTeh,oafty Ortc;icsugV�`asinbcl e3iFsr oRme �tu hmeeSt_rseuect`�,�►pt1�plls�rom vedh:<Prl anasSo�;;M"uest�O-�b cec.uapeiteam�dio"naz al...o b ann d�tphis,�Ca nrd��M' uste be Kept�� : Permit tso,he Permit No. B-17-515 Applicant Name: DEVINE,JOAN &JOSEPH TRS Approvals Date Issued: 03/14/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 09/14/2017 Foundation: Residential Map/Lot 258 058 Zoning District: RF-2 Sheathing: Location: 58 GOVERNOR'S WAY, BARNSTABLE Contractor Name: Framing: 1 j s g. Owner on Record: DEVINE,JOAN&JOSEPH TRS Contractor License� 2 Address: 256 CARIN RIDGE ROAD �,•, , ,,,:. Est 9Pr oject Cost: $2,500.00 Chimney: 4 I� � eS a° y. EAST FALMOUTH,MA 02536 � Permit Fee: $85.00 Insulation: Description: laundry romm,washer&electric dryer with ut lity ` basement ' Fee Paid: $85.00 laundry romm washer&electric d er with utili s nk- Date 3/14/2017 Final: Project Review Re Y rY tY, y _3 J q x >. basement I rz Plumbing/Gas Rough Plumbing: Building Official z :" ., Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed y this permit is commenced within six monts'after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents1brgwhich this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and stru ties shall be in compliance with the local zoningby laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access st eet or road and shall be maintained open for publicjhspection for the entire duration of the work until the completion of the same. � Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire OfFicials are provided on this:permit. Minimum of Five Call Inspections Required for All Construction Work: r - w Service: p q �, 5 1.Foundation or Footing - r 2.Sheathing Inspection Rough: .. s 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 5'�_ Parcel 6 S Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board M - Historic - OKH _ Preservation/ Hyannis Project Street Address to-s, Village G(LRN St c40LX Owner wn y T Res Address S'$ LLkA ( Telephone Permit Request C-Axy, 16Ag [Lob LAA _ CLC 6-p1&. Oat& Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District t` � �-, Flood Plain Groundwater Overlay Project Valuation L?� Construction Type r Lot Size S Grandfathered: ❑Yes l!1 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes kqo On Old King's Highway: WYes ;i/,No Basement Type: �IrFull ❑Crawl ❑Walkout ❑ Other Basement,Finished Area (sq.ft.) `Z Basement Unfinished Area(sq.ft) Q Number of Baths: Full: existing new Half: existing new Number of Bedrooms: .7 existing ✓new Total Room Count (not including baths): existing V0 new l First Floor Room Count to Heat Type and Fuel: J (Gas ❑ Oil ❑ Electric ❑ Other Central Air: J$Yes ❑ No Fireplaces: Existing V New Existing wood/coal stove: ❑Yes U-No Detached garage: ❑existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: Yexisting ❑ new size —Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ BUILDING DEPT. Commercial ❑Yes ❑ No If yes, site plan review# MAR 02 2017 Current Use Proposed Use TOWN OF APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ,Name �� — � ��'� Telephone Number Address �Gbt/� �7 �A 6 License# \ Home Improvement Contractor# Email 1 1 t,e S�_ C( wG L - C��''I Worker's Compensation # ALL CONSTRU TION EBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE `C� I `�-� ' q I FOR 'OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: f FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL • PLUMBING: ROUGH FINAL GAS: ROUGH- FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable _ Regulatory Services dF Richard V.Scali, Director Building Division -"'p'• Paul Roma,Building Commissioner > `�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 509-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: Z _moo JOB LOCATION: 7 6noap C e� number street village -HO SOWNER l4�5?� �43 -�zz- `8( _ - name home phone# work phone# CURRENT MAILING ADDRESS:- -2�794 Ceyo W "1<-' y' - r—.dL Wo.aVW- AA 4- D 2s 31 city/tMM state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. .A person who constructs more than one home in a two-year period shall not be,considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building Hermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. Aigned"holm wner"certifies that he/she understands the Town of Barnstable Building Department inspection ocedures and requirements and that he/she will comply with said procedures and nts. o Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control IJOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required . shall be exempt from the-provisions of this section(Section 109.1.1-Licensing of construction Supervisors); , provided that if the homeowner engages a person(s)for hire.to do such work,that such Homeowner shall act . as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the Iast page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Town of Barnstable Regulatory Services BAIMSTABM ' Richard V.Sca%Director 639.*`� Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Com l Cete and Sign This Section If Using_A Builder � I /S.5eP 4- OfCO'4- /zsO�,wnerof the subject property hereby authorize to act on my behalf, in all matters relative to work authorized b building permit application for (Address f Jo\nbih 'k'kPool fences and alarms are a resp of the applicant Pools are not to be fill6d or u ' d befor installedend all finalinspections are perform and acce signa=e of Owner Signature Applicant "a •`L Print Name Print Name Date( f - Q:F0RMS:0VA4WEFIv'ISSI0NP00I S AN NpF NB DBCR .4•oa mn x, w MEH wi tsBATH ..a.ian —.—.—.—.—.—.—.—.—.—.—.—.---.—.—.__—.—.—.— ® �� O y�y ewerw IM/N oAn 0 vwe.ma INIEB B®00111 RIGHT SIDE ELEVATION OARAOB .\ UA 1 reximm, r.�n .cue.M•.nm• �-- - -----'----- BATH _j.-.—easmex.—.—_—.—.—._.—._.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—— L . i RENOVATIONS TO \� OO' \� DEVINE ------- RESIDENCE '.. Hp 58 ODvemofe Drive 1 \ B02—630.1305A 1 I uvm^a Boots BIX ROOM Ip I... T—1N] fro----o_.___o.___.-o.-_-__b� VU '( si tOL I PAP, � I I FIRST FLOOR PUN 1 IO O O O 01 PROGRESS ONLY ArC , liaity 3.3.16El m / r.y. Mqi 101� f' .-I• Q *'wf ' al CMSTIHICTION ❑❑ g� . DOClB'IENTB �� � \ a� ELEVATICNB mcH A I FRONT ELEVATION - xa � I - ewosr Bo ---- ------------------'I---------------------------------------- L---- BA EWNT FLOOR PLAN I PROGRESS ONLY 3.3.16 ----------------------------------- El Few. /T LEFT SIDE ELEVATION RENOVATIONS TO DEVINE RESIDENCE 58 Governor Drive B=3 ll�j MA 05 --------------- FOUNDATION PLAN licity ArchiP L4 r.--'T-T PLANO ImGO4 roae row o. ELEVATIMO ---------------- ------------------- ------------------------ REAR ELEVATION 7—_T MST FLOOR]FRAMING PLAN NEW]XS COLLAR TIES•16-O.C. W)(6I SIMPSON V,'X 4�"LONG EXISTING IXIO FLOOR 101915 s 16"O.G. SDS SCREWS — / I�'IMoftl W ATTACH'y"Xl"STEEL PLATE TO EXISTING(MXS GIRT W/Iy"THRI BOLTS ' (NAILING PATTERN TO BE PROVIDED y Wro r� COLLAR TIE DETAIL $ SCALE:Y,"-O" FLITCH BEAM DETAIL RENOVATIONS TO DEVM PROGRESS ONLY `:ESMENC 3.3.16 58 GovcmOrS Drive 0�26 a��U A z 8 3 _ NG JOISTS. (TIP) EWES AOR'IroiY PT--1 FINISH .SO (TYPIOdL) --- _ ___ _______________ ___ _____ _ _ _ _ LLAR LIVING ROOnI:I[1'T10 A�4ICN'DT —W OEILM AS 610'YI IA-hiPlicity Ik4 MANO'ANY DEIXING FS' 1� _ OA P.T.B LEDGER BOARD WM". 1X10 P.T.JOISTS 16"OL, GALVANIZED LAG (FLUSH FRAME TO GIRT5 bm®vm�lw9® BOLTS a 16"OL. <3)3XIO P.T.GIRT (TYPI STAGGERED (CONTINUOUS) NMl Iq'1 OONOTRZTION 6" OM CPACTED GRAVEL D '1T0 (TYPI IV.ON BONOTUBE W/BF] BIGFOOT FOOTING. 91®TNM"m MINIMUM BELOW GRADE BUILDMG (TYPI SEE SECTION 1 FOUNDATION PLAN DETAILS " FOR LAYOUT SNldT ND BUILDING SECTION 3 SCALE: e, NOTES, FOUNDATION 4ND CONCRETE NOTES: TEMPORARY SHORING. FRAMING NOTES(CONT.I, I. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD I. SPREAD FOOTINGS SHALL BEAR LEVEL ON UNDISTURBED I. THE CONTRACTOR MUST PROVIDE TEMPORARY 11.ALL"PARALAMS"(MACMILLAN BLOEDEL,INC.) VERIFY ALL DIMENSIONS,SIZES OF EXISTING FRAMING BOIL HAVING AN ALLOWABLE BEARING CAPACITY OF STRUCTURAL SUPPORT OR SHORING AS REOUEOTED OR"MICROLAMO"(TRU$-J018T CORP)SHALL BE MEMBERS AND BEAMS,EXISTING WINDOWS AND DOOR 2 TONS PER SOUARE FOOT. TO INSTALL STRUCTURAL FRd1-IING AS CALLED FOR INSTALLED IN ACCORDANCE WITH MANUFACTURE R'S � wv SIZES SHOULD BE VERIFIED.NEW AND EXISTING FLOOR ON THE DRAWINGS. INSTRUCTIONS.THE MINIMUM ALLOWABLE BENDING RIDGE,GUTTER FASCI4 AND GRADING CONDITIONS 2, IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY STRESS eF SHALL BE 2,600 PAN,THE MINIMUM SHOULD BE VERIFIED. ALL VERIFICATIONS MUST BE DONE THAN TWO TONS PER SQUARE FOOT ARE ENCOUNTERED AT 2. IT IS THE CONTRACTOR'S SOLE RE5PON91SILITY ALLOWABLE COMPRESSION STRENGTH STRESS(FO _ BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK OR THE SPECIFIED ELEVATIONS,THE UNDERLYING UNSUITABLE FOR PROVIDING ADEQUATE TEMPORARY SHORING. SHALL BE 500 PAJ THE MINIMUM ALLOWABLE D - ORERING OF MATERIALS. MATERIAL 10 TO BE REMOVED.EXCAVATE DOWN TO `h ULU6 CV$LAS'1'ICITY(E)SHALL BE 2,000000 2. ALL JAAPo SHALL UINF WITH BOTH STATE AND LOCAL OUITAOLC AIL N C45T 4CCfJR'UINGLY. PIS."3.THE CONTRACTOR MUST E ADEQUATE LATERAL GOVERNING CODES. 3. NO FOUNDATION SHALL BE PLACED IN WATER OR ON BRACING. ALL SHORES MUST MUST BE CONTINUOUS THROUGH 12.ALL PLYWOOD SHEATHING SHALL BE GLUED TO 3. ALL WORK SHALL BE COMPLETED TO THE OWNER'S FROZEN GROUND. THE FLOOR LEVELS OR SOLIDLY BLOCKED BETWEEN SUPPORTING WOOD FRAMING MEMBERS USING 9gTISFACTION. FLOORS. ALL SHORES MUST BE CARRIED DOWN TO AMERICAN PLYWOOD ASSOCIATION(APA)GLUED FIR BEARING MATERIAL AND THE LOAD MUST BE FLOOR SYSTEM.WOOD GLUE TO BE CONTECH,INC. 4. IT I$NOT THE INTENT OF THESE PLANS TO SHOW ALL 4.FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL ADEQUATELY SPREAD OUT IF SUPPORTED ON THE FL400 9UBFLOOR AND CONSTRUCTION ADHESIVE FASTENING DEVICES OR FRAMING TECHNIQUES NOR ALL PROJECT IS COMPLETE. EXISTING BASEMENT SLAB. OR APPROVED EQUAL. EX95TNO'CONCEALED"CONDITIONS. 5. ALL CONSTRUCTION RELATED DEBRIS SHOULD BE 5. B ILL AT ANY PORTION OF THE BUILDING SHALL ACICF PERIODICALLY AND COMPLETELY REMOVED FROM BE COMPACTED IN 6"LIFTS OF 95%COMPACTED GRAVEL B.BUILT-IN EBEAMSFULL USING CONVENTIONAL LUMBER P2-IO THE SITE. A9 APPROVED BY 4N ENGINEER FRAMING NOTES, SHALL TO FULLY SPIKED TOGETHER WITH 2-10D ICl1lA NAILS(TOP l •LONG LA 4T B"O.G.OR WITH 6, FLASHING AND COUNTER FLASHING IS REQUIRED AT 6.5BA�ILLTRJCTUR L EXTERIOR FWALLSRAME UNLESS PERMANENT I. ALL FRAMING LUMBER SHALL RU HEM-FIR OR SPF. AT 16 X 3 I!2°LONG LAG BOLTS(TOP(BOTTOM/ ALL ROOM INOPENIN S AN AND LATHERS.DOOR STRUCTURAL SUPPORTS(FRAMED FLOORS AND SLAB 9) (SURF CE-PINE-FIR)SELECT STRUCTURAL GRADE S 2 AT i6"OG. AND WINDOW OPENINGS AND ALL OTHER PENETRATIONS ARE IN PLACE,BRACE ALL W4LL6AND GRADE BEAMS SURFACED GREEN OR APPROVED EQUAL(UNLESS THROUGH THE ROOFS OR THE SIDE WALLS. DURING BACKFILLING, OTHERWISE SPECIFIED)AND SHALL MEET THE t. CONTRACTOR SHOULD v191T THE SITE PRIOR TO REQUIREMENTS H THE NATIONAL FABLES PRODUCTS STRUCTURAL STEEL NOTES: RENOVATIONS SUBMITTING A BID. T. CONCRETE CON C SHALL CONFORM D THE LATEST STRESS(FE) THEM E 1,19 ALLOWABLE BENDING TO RODE REQUIREMENTS CONCRETE INSTITUTE CODE FOR"BUILDING STRESS 5 E COMP.BE I,180 TS. THE MINIMUM DEVCEE B.CONTRACTOR SHALL PAY FOR ALL PERMITS AND CODE REQUIREMENTS AND REINFORCED CONC EYE" ALLOWABLE MODULUS591CN STRESS TY(SHALL BE I.NO IL THERTMENTSTRUCTURE TURFCONNECTIONSBE SHALL BE MADE UP RELATED FEES. AND"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR ALBS P61. THE MODU OF ELASTICITY(El SHALL UNTIL THE STRUCTURE HAS BEEN PROPERLY ALIGNED, RESIDENCE S. CONTRACTOR 10 RESPONSIBLE FOR 6TAKING OUT THE BUILDINGS". BE BE 1,4 OOD P61 INTERIOR NON LOAD-BEARING BUILDING IN ACCORDANCE WITH THE OWNER'S SURVEY STUDS MAY BE b ACED DRY NO.2 SPRUCE,ONLY 2.ALL STEEL TALLY COLUMNS SHALL BE CONCRETE- STRENGTH OF 3,000 PSI AT 28 DAYS WITH A SLUMP OF AND THE SITE PLAN. ANY DEVIATION OR PROBLEM e. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE UPON APPROVAL OF ENGINEER FILLED CONSISTING OF 4 CONTROLLED MIX WHICH SHALL 38 OoveTBor3 SHOULD BE REPORTED TO THE DESIGNER PRIOR TO ATTAIN AN ULTIMATE STRENGTH OF 5,000 P91 IN 28 DAYS. QU NO MORE THANCALCIUM 4"AND AIR ENTERTAINMENT19 NPERMITOF 4-63. DrivC ExCdvdT1OJ. ALL WINDOWS SHALL BE M4VUFACNRED MACHINE MIXED AND MECHANICALLY VIBRATED t0 THE USE OF CRETIN CHLORIDE 19 NOT PERMITTED.PROVIDE 2.USE PLY LONGUE AND GROOVE STRUCTURAL GRADE Bmn 3 5 BY ANDER9EN CORPORATION(OR EQUAL). ALL WINDOWS ELIMINATE VOIDS AND INSECURE DENSITY IN CONFORMANCE PROPER CONCRETE PROTECTION IN NOT OR GOLD WEATHER FIR CT-ILOOD FLOOR SHEATHING. 1/L"EXTERIOR O263bI OS MA SHALL BE WRNIBNED WITH HIGH PEfffOAMANCE GLASS WITH THE REQUIREMENTS OF THE CONCRETE PORTION OF THE DOUBLE IN GLASS. HORIZONTAL WEATHER STRIP AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE SHEATHING GRADE O BCDXLOCKED PLYWOOD ROB $FECIFICATICN9. THE"LALLY"COLUMN MANUFACTURER WITH THE pCJ. SHEATHING EDGES BLOCKED WITH LUMBER OR A L WINDOWS S TOP RAIL,CHECK RAIL,AND BOTTOM RAIL, OTHER APPROVED TYPE OF EDGE SUPPORTS,1/2" SHALL CAPACITIES, THE SAFE CONCENTRIC OR AXIAL WORKING qLL WINDOWS SHALL BE THE 512E LISTED ON THE WORKING EXTERIOR STRUCTURAL GRADE FIR CDX WALL LOAD CAPACITIES: DRAWINGS. 9. STEEL REINFORCEMENT SHALL CONFORM TO pSTlT.615, SHEATHING,FACE GRAIN PERPENDICULAR TO 10. THE CONTRACTOR SHALL COORDINATE THE WORK OF THE GRADE 60 SUPPORTS AND CONTINUOUS OVER TWO OR MORE SIZE UNBRACED HEIGHT LOAD PLUMBING,ELECTRICAL AND HEATING SUBCONTRACTORS. SPANS,ALL IN ACCORDANCE WITH TABLE$B24,31 AND H. ALL MATERIALS AND WORKMANSHIP SHALL SE GUARANTEED 10. ALL CONCRETE SLABS PLACED ON GROUND SHALL AB C AND SECTION B2a OF THE Y:d90dGHU9ETt9 BUILDING CAPACITY �.` FOR THE PERIOD OF ONE YEAR AFTER THE FINAL REINFORCED WITH 6%6-10/10(MIN.)WELDED WIRE FABRIC CODE. 3 1/Z"DIA, 10 FEET 33,000 L65. ACCEPTANCE OF THE CONSTRUCTION, REINFORCEMENT AND SHALL CONFORM TO AATM.d185,AND 4 DIA. 10 FEET 4'1,000 LIES. ' SHALL LAP 6"MINIMUM OR ONE SPACE.WHICHEVER 1$LARGER 3. ALL EXTERIOR AND INTERIOR WALLS TO BE 2X4 e 4 I/!"Dld. 10 FEET 61,000 Le$. 12. ALL CASINGS AND TRIM ON THE EXTERIOR SHALL MATCH AND 9NALL BE WIRED TOGETHER I6"O.C.UNLESS OTHERWISE NOTED, 5" DIA 10 FEET T6,000 LBS, IN DESIGN THE EXISTING DETAIL. THE PAINTING,GUTTERS, 51/)"DIA. 10 FEET V.000 LBO. ��L'n DOWNSPOU ♦TS,CLAPBOARDS,AND SHINGLE$SHOULD ALSO 11.WHERE CONTINUOUS BARS ARE CALLED FOR THEY SHALL BE A�TChWliOITy MATCH AND BLEND WITH EXISTING STRUCTURE UNLE65 RUN CONTINUOUSLY AROUND CORNERS AND LAPPED AT 4.PROVIDE ADEQUATE WALL RESISTANCE TO RACKING OTHERWISE DIRECTED. NECE50ARY BFLICEO OR HOOKED AT DISCONTINUOUS ENDS, BY CORNER WIND BRACING OR ANCHORAGE OF 3.CONNECTION BOLTS TO BE 3/4"DIAMETER HIGH STRENGTH, l D d. LAPS SHALL BE 4O BAR DIAMETERS,UNLESS OTHERWISE STRUCTURAL SHEATHING TO PLATES. 4S.TM.A 325, PROVIDE A MINIMUM OF 2 BOLTS PER oo..ppuu 13. THE CONTRACTOR SHOULD PROVIDE ADEQUATE BRACING SHOW, CONNECTION, USE U2"MINIMUM CAP PLATE OR BASE SHORING OF ALL WORK AS REQUIRED AND PROVIDE 5. PROVIDE SOLID BLOCKING BETWEEN NOISES AND/OR PLATES WLLY WELDED ALL AROUND AT COLUMNS WITH A W SAFETY AND WEATHER PROTECTION TO PREVENT ANY 12, INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED 3/I6"FILLET WELD,OR AS OTHERWISE SPECIFIED IN THE DAMAGE TO THE EXISTING INTERIOR UK)RK SCHEDULED TO DOUBLE ALL JOISTS UNDER EACH PARTITION. DRAWINGS. r REMAIN. AT LEAST 24 HOURS PRIOR TO-SCHEDULED CONCRETE PLACEMENT.NOTIFY DESIGNER OF COMPLETION AT LEAST 14. ALL FINAL INTERIOR FINISHES TO BE SELECTED BY THE 24 HOURS PRIOR TO SCHEDULED COMPLETION. 6, USE FULLY NAILED METAL CONNECTORS(TECO, 4.ALL STEEL SHALL HAVE THREE COATS OF RUST-INHIBITIVE OWNER SIMPSON,OR EQUAL,JOIST OR BEAM HANGERS)LLMEN PRIMER PAINT, TOUCH UP ALL WELDS,SCRATCHES OR 15. ALL INTERIOR WALLS AND CEILINGS TO BE I/2" 13, PLACEMENT OF CONCRETE POURS FOR FOUNDATION WALLS JOISTS OR BEAM FRAME INTO OTHER JOISTS OR BEAMS, SCRAPES IN THE PAINT AFTER THE ERECTION. BLUEBOARD WITH SKIM COAT FINISH APPLIED TO OBTAIN GRADE BEAMS SHOULD NOT EXCEED 60 FEET IN ANY - 4 SMOOTH MONOLITHIC SURFACE READY TO RECEIVE STRAIGHT LENGTH AND SHOULD HAVE VERTICAL 2'X4"KEY 5,HELD ALL STEEL CONTACT SURFACES(OTHER THAN 1 •.7 FINAL FINISHES. IF NOT SPECIFIED OTHERWISE PREPARE AND CONTINUOUS REINFORCING(40 BAR DIAMETER MINIMUM) t.FOR ROUGH WINDOW OPENINGS UP TO 3 FEET USE 2-2x6 BOLTED CONNECTIONS)WITH A CONTINUOUS 3/16" SURFACES WITH ONE COAT OF PRIME AND TWO COATS OF THROUGH THE CONSTRUCTION JOINT. HEADER BEAMS,FROM 3 TO 6 FEET USE 2-2XB HEADER MINIMUM)WELD. PAINT. BEAMSLL BE CO AND FROM 6 TO 8 FEET USE 2X;O HEADER BEAMS, ti? 14. ALL REINFORCING BARS SHALD BENT IN ACCORDANCE EXCEPT AS NOTED OTHERWISE ON THE PLANS OR 16, HEATING,VENTILATING,PLUMBING 4ND ELECTRICAL TO THE PROPER RADII ESTABLISHED BY THE AMERICAN ELEVATIONS. 0"TRICTI0N 9T9TEFI9 SHOULD BE INCLUDED IN THIS CONTRACT. ALL CONCRETE INSTITUTE, UNDER NO CONDITIONS SHALL HEAT BE pagp.�M6 EXISTING SYSTEMS SHOULD BE MODIFIED AND EXTEND TO APPLIED TO THE BARB TO OBTAIN BENDS. INCLUDE THE NEW ADDITION, IT 19 THE CONTRACTOR'S 8, ALL FRAMING TO BE INSTALLED IN ACCORDANCE WITH RESPONSIBILITY TO INCLUDE THIS PHASE OF THE PROJECT 15, THE USE OF CONTROL JOINTS IN THE SLAB 15 RECOMMENDED THE MA89ACWUSETTS BUILDING CODE REQUIREMENTS IN HIS UIORC AND TO COORDINATE ALL SUBCONTRACTORS TO THE DEPTHOFTEN CRACKING. MAXIMUM SQUARE OU TO A DEPTH F OtAGEFTH AND NOt THE GENERAL FRAMING GRAPHIC CE AS DETAILED IN �T 9 SUBCONTRACTORS REQUIRED. ALL MECHANICAL AND ELECTRICAL TO EXCEED SOO SQUARE FEET. RAMSEY AND SLEEPER PROGRESS ONLY IBPeCIRICATION16 AT APPROPRIATE E PHASEUST S OF THE PERMITS AND APPROVALS ' AT APPROPRIATE PHASES OF THE WORK P IS, DMTPROOF ALL FOUNDATION WALLS BELOW GRADE, e. ALL WALL STUDS TO ALIGN WITH FLOOR JOIST N •3 M.GENERAL CONTRACTOR SHALL NOTIFY DIG R FOR ROOF RAFTERS. LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO 3 .16 EXCAVATION. i. OUT. BE NON-SHRINK AND NON-METALLIC WITH 4 _ MINIMUM COMPRESSIVE STRENGTH OF 5.000 PSI AT 29 10. THE CROSS WALLS AND TIE THE ARE TO PROVIDE THE • IB. ELECTRICAL CONTRACTOR TO COORDINATE WITH OWNER DAYS.USE FIVE-STAR GROUT OR EQUAL. LATERAL R_BTACHE FOR THE BUILDING AND SHOULD BE FOR LOCATIONS AND QUL ITEMS OF ALL NEW AND SECURELY ATTACHED AT EACH END AND THE EXTERIOR RELOCATED ELECTRICAL ITEMS SUCH DUPLEX WALLS. POSTE SUPPORTING THE STRUCTURE ABOVE THE OUTLETS!INTERIOR AND EXTERIOR), 8ORI,NECT TELEPHONE FIRST FLOOR TO BE FULLY SECURED TO PROVIDE LATERAL JACKS,CA AND'ER STATIONS,TV CONNECTIONS,LIGHTING RESTRAINT. - EImTXD _ (INTERIOR AND E%TERIOR),SWITCHING ETC- 4 -Commanwealth of:Massach:usetts. /Sheet Metal Permit40 f Map Date: Permit:# ► i �® �qR Y,6 Estimated Job-Cost: �Q ��. °� � �� Pexrnit Fee: S�S Plans Submitted: 'YES 1l NO Plans Reviewed YES NO Business License# Z O D App cant License# Business Iuformatt= Property Owner/Job.,Lacadon Infor�sation: Name: . a• �C�( Nape: Street: ba �I U P 1 l R�. Street Cit)frrcr,= 9-U•7 21)aDS S h-) 01A. Cityfrown: BA Telephone S� ��f ` 2� � Telephone: - . Photo I-D.required/Cop-y'of Photo.LD. attached: YES • NO =I/M=1-nnresto.eted.license � ries less and commercial, -to 10'000 s, f� 12-stmiei or less .J 2 f 14�1-2 restricted•to dwe 3 sto or up � � Residential:1-2 family Multi-family Condo/Townhouses Othei: i Commercial: Office Retail Industrial Educational Fire"Dept Approval Institutional_ Other Square Footage: under 10,0DO.-sq.fl. over 1-0,000 sq.ft. "Number of Stories: i Sheet metal Ivor o be completed:• New'Work: Renovation: HVAC Metal Watershed Rnofmg. Kitchen.Exhaust System Metal'Chimney/Vents Air Balancing I Provide detailed description of work to be done: r i INSURANCE COVERAGE 1 have a current llabTity,insurance poBcy or iits.egutvalentwhiich meets-the regiureiicersfs of NLG:L Ch. Yes((No El ` If you have checW :indicate the type-of cdvsrage.by checking,the{appropriate box.below: A ilability insurance policy Other fype;af mdernriity ❑ Bond ❑ OWNER-s iNsuRANGE W,4(VER:l am:aware-that the ricensee d2es.-nof have the insurance coverage required by Chapter 112 of the Wwachuseifs General laws,and ifUd ffr•signature on'this-permi#apolication-yWryes Skis requirement. Check One Only ow-per• ❑ Agent ❑ - Sgiiafure of Owner or•Owrt'e -s Agent 1 Sy checking this.boxD,I hereby certify that all of the details and Infornration•i have submitted(or entered)regarding this application are true.aod ' accurate to the best of-my knowledge acid tbafall sliest nistal woric and instaitations.performed under the permit issued'forthis,appfic atidn will be in compliance with all pertinent provisicri'of the Massachusetts'Building Code and Chapter 112 of the General Laws, Duct inspection required prior ta'insulafiori installation:YES NO Pro:�ress•.Iasnecfibns I Date CDmmenfs Baal Ingnectift Date Comments - Type cf-Uc ense: 3y ❑Master-Restricted 3kyrrown_ Youmeypersoh..Pirf 4 yS S nature of Licensee ' :,acmit# E]JaumeypersorrRepdcted PL 9-170© License �,_ .Num =ee ❑ Chedcat www.rrtass.' � dol .. - dL.4j n� nspector Signature of Permit Approvar i 4'r AWE� Town of Barnstable Regulatory Services K . . Richard V.Scali,Director sbsq. ��e - . � Building Division. Paul Roma,Building Commissioner 200 Main Street,Hyannis,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 &rw , as Owner of the subject property hereby authorize W;D to act on my behA in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final ;Insec7tI ns are performed and accepted. Owner Signature of Ap ant /x( At, &'(8 Print Name Print Name ote QTORMS:OWNERPERMISSIONPOOLS i VuIOME ENERGY RATERS LLC - BUILDING PERFORMANCE TESTING Duct Leakage Report 58 Governors Way Test Mode Barnstable Pressurization 02/26/2019 'Test Pressure 25.0 Pascals Mr. Devine Testing Equipment 2015 IECC Energy Code Minneapolis r_ 1 Total CFM@25 or Total Duct Leakage Percentage 66.00 0.03 Total Square Footage 1946.00 Maximum Allowable Leakage 77.84 HVAC Duct Test Unconditioned 1946 C 66 -emit$wy 0.03 Attic jW NC. 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP COM-INFOQ.ENERGYCODEHELP.COM Powered try goconvas www.aocanvas.com 82EC'108-D5Fc_-41C2-8218-CI80AB8483C7 1 RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT,MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 58 GOVERNORS WAY TOWN: BARNSTABLE, MA 02630 CONTRACTOR'S NAME:JOE DEVINE CONTRACTOR'S ADDRESS: 256 CARIN RIDGE ROAD, E. FLAMOUTH, MA 02536 CONTRACTOR'S TELEPHONE NUMBER: 443-822-0481 THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: ICYNENE TYPE: PRO SEAL LE THERMAL CONDUCTIVITY PER INCH:7 PER INCH AREA THICKNESS R-VALUE ROOFLINE WALLS STAIRWELL BASEMENT CEILING GARAGE CEILING G.H.WALL CRAWL OVERHANG CATHEDRAL WALL CATHEDRAL CEIL FOUNDATION WALL 3" R-21 BLOCK/RUNN. SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ERIC JOHNSON RICHIE'S INSULATION INC. 10 N/G 1p- 5� f�o �o�" Iv1 l`3S V1/LT o tz 1 n �c�5�- Town of Barnstable Regulatory Services BARNSfABM 9 MASS. Richard V. Scali, Director �p .t639 �� TF1639�A Building Division Paul Roma,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 November 10, 2016 Joan Devine Joseph Devine 256 Carin Ridge Road E. Falmouth, MA 02536 Dear Mr. and Mrs. Devine Re: Illegal Apartment 58 Governors Way, Barnstable This letter is to inform you that you may currently be in violation of Barnstable Zoning Ordinance 240-11; any use other than a Single-Family home is prohibited. You must contact this office by November 28, 2016 to arrange to bring the above address into compliance or be subject to fines of$100.00 per violation,per.day. Sincerely, Robin C. Anderson Zoning Enforcement Officer ` I O'i#f i' ; B AO NSTABLE TOWN OF BARNSTABLE BUILDING PERMIT APRLACATION Map 2.56 Parcel Application Health Division . �k°� --DatMssued 7—1 4 PP Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis �- 5 Project°Street Address �p0 �®V f�2 d9 b�.� Villager ( �`�t r4r �L V 1 ku4 4 Owners C-E y�J ` Address Telephone- \AkC ; `Z) T Pet Req e-s-t�_ _�� � � 14f�� ��� VDc� C<<<-�� �tcyl�C-4 l3 e4 „cc�� �cE-- , Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valu to ionJ Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ 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: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If es site Ian review # Y p Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name—, w - �yl r Telephone,Number `�3 ��Z Address C,4(R,0 f``` se V �- License # �r4L K v V wt Home Improvement Contractor# Ema� i _9e y LAC `7 Worker's Compensation # AL-LCONSTRUCTION-DEBRIS.RESULTING FROMIHIS PROJECT WILLBE TAKEN TO 6� SIGNATU E 1I I 0ATE--i l > Zo 1/0 7 L FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE CVVNER DATE OF INSPECTION: FOUNDATION FRAME INSULATIONl�S -L�- FIREPLACE ELECTRICAL: ROUGH FINAL f LUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Regulatory Services , r � Richard V.Scal,Director a Building I)Msioxt t• E Tam 1-wry,Bmffdmg Commissioner • pcb �- �a`g 20D Main Street, Hyannis,MA 02601 WWWAUVMb Office: 50 8-862-403 8 Fay 50 8-790-6Z3 D ' - HOE�'OWI�rr�►cEIOT6�"IIOriF 4?_Z_ftO�'__2) . 'PiczscPrint 7DB.LOCA11d1�L s 6 sue# $oowr�x ham ph==# W P wl caxRElsr MAILINGADDRESs: �- _ alb up wda The cui=nt exerrrpfion for"homeowners"Was exflmded in include owner-02c�ied dweIllin�s of six�it�ar Less�d fn aI1o� homeowners to.engage m individual for hi=ewho does notpossms a license,provided tTiatthc owner acts as sooervisor_ DXM-gTION ORHOM O NER p ersan(s)who Owj-s a parcel of Land on which he/she resides or infcnds to reside,tin which there is,or is intended to be,a one or two- famay dwelling;. welling; atfa.chbd or detached.stractOlcs accessory to such use and/or farm st uctmes. A person who cons tracts more than one homo in a two-ycar period shall notbe cansidrsed,ahr me vmm Such`jnmcawnce.sbaH submitfn fhe Big Official on a fom acccptahle to the Bu j,y,,, Ofiuial, for IhAhrlshr shaII be r zponsllm r an=chworkperf=ed undcrfhzbp inz p=D211- (Section 109-L1) The undersigned`�.omeowDPe a==responsiibi7�y for compIiance wWithe State Busiding Coda and ofi�er agplicabla codes, bylaws,roles and rcg Tani an the `�nmt owned'cues thatbrlsht:imdersfands the Town ofBams[able BmMU:ng Dcpartm=tm inspet fitnl ce - andfhathelshmwM complywitli said Procedures andreq�e merlfs. rvyml ofBmUcrmgod5ci4 • Note: •Ibr$e�vZy dweIlings confammg 35,000 cubic feet or latget wMberequuedfn coa�Iy wrtTil3ze BII1 Colt; Section f27.0 cnlisfrn raioa C aohM - Hon�owrr��s�uox The Code statts that 'Any homeowner performing work for which a b4TT permit is required;haII be exempt from the provisions of this secfinn(SeCfion 109-1_1-Liceushg of contraction Shpervisors);provided that if the homeowarx engages a person(;)for hire to do such Mork,that such Homeowner sh2R act as supervisor." Many homeowners w1w use this exemption are naaware.thattlacy are assuming ffie rmponsdirTities of a supervisor (set Appendnc Q,Rubes Bs R egulatioas for Litrnsing Consfracfinn Scperyisors;Section 2.15) This Iar-k of awareness oftenn, results in serious problems,parficaIarly when fhe homeowner hires mfficensed persons. In tkis case,our Board cannot proceed against the unlicensed person as it wouId with a licensed Supervisor_ The homeownrr acflo g as Supervisor is ulfimat:ely responsible. To eusm-L-tkzt fhe homeowner is fdRy aware of his/her responssMilitles,manY commune's requite,as part of fhe pit -ppnc2fion, tbatthehomeowner ytbathe/sheunderstandstheresponsr7�zTtfz"esofa5ugervisor. OnffieIastgage of this issue is a form casrevfiy Vsed by sclera,towns. You may caret amend and'adopt such a formlicrrfifi_fin for use in Your mmmunfty. p $am HF &Apr, Rrvys 06U 13 . • oFTy Town of Barnstable o� ` Regulatory Services MI M a$. i c h and V.Scall Dkednr . BBifduig Division Tom I,erry,Buffdmg Canmaissianer 200 Maio.SErcpt Hyan ds,MA 02601 ww w townlasnstablemaxs Office: 509-862-4038 . - Fag: 508-790=6230 ProMust .e Owner P � plete and Sign This Sec ' U. If usin A B g �xtlder Owner of the subject property herel�yautboTTTP to act on lnybehalf, is all matters relative to work 2-utho&PA b this b permit application for: . (Address ofJ Pool fences and alarms are the r pons� " of the applicant Pools are not to be Bled or Oil zed b fore fence " tailed and all finial mspecttonis are performed accepted. of Owner � SignatIIre of App ' . PrintNa= Prim Name Date . Q: ORMS:owrm2PERMESMrIPoors GOVERNOR'S WAY TRUST APPOINTMENT and ACCEPTANCE OF NEW TRUSTEES The undersigned hereby state that pursuant to the terms of the Trust Agreement,the present Trustee,Devine Enterprises LLC has been replaced as Trustee of the.Trust by Joan Devine and Joseph Devine, and said new Trustees signify their acceptance of said office by signing this document hereunder, on this'_day of 2013. For reference purposes, see Deed recorded with Barnstable County Registry of Deeds, Book 26966 page 242 regarding the property at 58 Governor's Way and rights thereto located in Barnstable,MA . Devine Enter LLC(former)Trustee By:Q046" Jo evine,Managei The undersigned hereby confirm and accept their appointment as Trustees hereunder: f P Jo Devine ph Devine Commonwealth of Massachusetts Bristol SS 2013 Then personally appeared Joan Devine,as Manager of Devine Enterprises LLC and as an individual accepting said office.as Trustee, and Joseph Devine as an individual accepting said office as Trustee,said,persons being to me personally known or identified to be such by satisfactory written identification,and acknowledged that they executed the foregoing in their respective capacities as their respective free act and deeds,.before me, .. Mllllpt���i''` Notary Public °�S��N..........c?��% My Commission.Exp: E/ �,3� q,wNwiv,t► B�`G BARNSTABLE REGISTRY OF DEEDS 17ROM :down cape engineering Inc FAX NO. :1-30836ZGOW Oct. 16 2012 i 1:58AM P2 \''�s , 11 \ �! GRAVEL DRIVE: f�� cf 10 � a ! HOUSE ` n \ \\\ fDECK Na cD � EKISIINQ ISTINO 100 GAL, T INVERT � RE�US D) EL 83.4 Nb LOT 4 `n� `,.•.. 23,432:h SF HI 1 DOULOER ¢'' '`"• 6-1 BEN MARK v k� �N ov M,IQ t Or"M ��• TOP F FOUNDAOAN NI ©JALX ti •IVIL �I,Q, � w No 4 1 l ��n1 B� , lop,, Scaie.. ° °9u�v SEPTIC AS-BUILT 0 10 20 i0 40 50 FEET --•_-�.•� --�--�-� IN far ma 3112- 680 BARN STABLE tar a(la 3Q2-lyd80 �. 58 GOVERNORS WAY down Cope engineering, inc. wREPAREO FOR CIWL ENG/NE^ERS BORTOLOTTI CONSTRUCTION LAND 5U&VCYORS ? Maln Street — YAPA40 rH/ 0R r, MASS SGAI,Et, V m 20' 0=13ER 15, 2012 ac�E # 1 -a3a Assessor's map and lot number .......................................... 0/1t, 7 Sewage Permit number--,2v...... ............................... T IN E TOWN OF " ARNSTABLE J. I I 339BN3TABLE, 263 WAS& BRILDIN" . I arl S P E C T 0 9- 101 H B U APPLICATION FOR PERMIT TO .......... . ................. ...�t&�......aj................... ............. ...................... ............ TYPE OF CONSTRUCTION ......... /,,... ...... ....... .. ...... . MOM/ ...... ...... ...... ..................... -�-y.......... ................................................197- TO THE INSPECTOR OF BUILDINGS: The undersigned hereby a W lies for a permit according to the following information: 9M.A-A ko...................... ............................ Location t C�. Proposed Use ........................ .............................................................. ......................................... ZoningDistrict ..... ....................................... ........Fire District ......................................................... ...... Nameof Owner .0 .............................................Address ......................... ................................. Name of Builder ..so..R�V54V�f!M.Atj.Address AA.I.AJ... ..... .... ..y...... Nameof Architect ..................................................................Address .......................... . ..................................................... Numberof Rooms ........5�....................................................Foundation ..................................... Exierior .............. ........................................Roofing ..... 4at.......................................... hwy 41= .................Interior " PkFloors ... .................. .... ..1. ... . s.. . .. ............................................. Heating ........ ...........................Plumbing .....X..... ................................................................Fireplace ...... Approximate Cost ..... j. , . .............................................................. ....... ................... Definitive Plan Approved by Planning Board -------------------—-----------19--------- Area ........................... ............ Diagram of Lot and Building with Dimensions Fee .......... .............. SUBJECT TO APPROVAL OF BOARD OF HEALTH a V IAJ 3o 1 4 r., 20 �,, � �%off f3 j 40— �31 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. I Name ...w.4%J . ...................... o � . O �a ' ^ ` 16/23 one story- No ................. Permit for ............................ � aiogIe ±�auziIy c ve � --------------------~--- ' rV Governors &a`Locati \ � -`��_'------------------- � ---------.���.��.�����---------' ' Vincent O'Neill Owner ------______-_-------- Type ofConstruction ......................fr:anm» __ ^ -------------------------- �i Plot ............................ Lot ---. ...------ � . - � � November 12 �� ��' PannitvG,onuyJ - '---.--lA ' - ��^ ` A.�^ Dote of Inspection '~ ' _..~.-~� - ' � �� "I ()�, �� � - ~�� �-�D Dote Competed .���' -]g " �� ' PERMIT REFUSED \ � - - ^ � ......................... .. 19 0. _._....___________..___.. _._________________________. � � \ . � '-----.-~---.-------.--~+---... � . � -.--------.--.---------.---., ^ ' . . ` Approved ................................................. lA --------^--------------^--- � ------------------------..., ` � � � . S RICHIE'S INSULATION It C. 111 OLD BEDFORD RO D WESTPORT, MA 02790 508-678-4 4 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S.INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 58 GOVERNORS WAY t TOWN: � I�A R S 14 I r Q --r CONTRACTOR'S NAME: JOE DEVINE CONTRACTOR'S ADDRESS: 256 CARINE RIDGE, ROAD CONTRACTOR'S TELEPHONE NUMBER: 443-822-0481 THE FOLLOWING INFORMAT"ON IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: PROSEAL TYPE: CLOSED CELL FOAM THERMAL CONDUCTIVITY PER INCH: 7 AREA THICKNESS R-VALUE CEILING WALLS CHEEK 3- R-21 STAIRWELL BASEMENT CEILING GARAGE CEILING G.H. WALL CRAWL OVERHANG CATHEDRAL WALL CATHEDRAL CEIL WALK OUT WALL FOUNDATION WALL BLOCK/RUNN. SLOPES 5 1/2" R-39 P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTA T MY PHONE NUMBER. INSTALLER: RICHIE'S INSULATION INC. III OLD BEDFORD RO D WESTPORT, MA 02790 508-678-4d74 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 58 GOVERNORS WAY TOWN: CONTRACTOR'S NAM-E: JOE DEVINE CONTRACTOR'S ADDRESS: 256 CARINE RIDGE, ROAD CONTRACTOR'S TELEPHONE NUMBER; 443-822-0481 w � THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: PROSEAL TYPE; CLOSED CELL FOAM THERMAL CONDUCTIVITY PER INCH; 7 AREA THICKNESS R-VALUE CEILING WALLS CHEEK 3" R-21 STAIRWELL BASEMENT CEILING GARAGE CEILING G.H. WALL CRAWL OVERHANG CATHEDRAL WALL CATHEDRAL CEIL WALK OUT WALL FOUNDATION WALL BLOCK/RUNN. SLOPES 5 1/2" R-39 P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ztA w. t 4b. b 7T_ j b j w ir. bet t 4 wl IL(N� w b b C WAIli 4 q, 5,aU�TERS NEW DECK IX4 11 RAILINS BALUSTE 5 'ICAL) b":b. CTyf TOILET IN EXIST111-1 F4'-PV 814 O"JXE NEW r. OPENING LLLIJ 4 T KITCHEN:.�. 77-77� ISME TO DATE HEADER WOWE OTUPS BEDR6 OM#1 RJGHT.SME EtEVAT 'SCALE:FLR. LlZA GE �A RENOVATIONS :TO DEN71NTE ----------- - �RES ENCE- r TO SE.IRE L�'UIN 5 8 Governors F77777 Drive a-iistable MA 02630-D(05� BFDROOM4� LIVINGROOM..- BEDROOM#3. MAY -—-—-—-—-—-—- :::FIRSTFLOOR AN :0 'A hiP Jennifer Drain:, 'EXISTI---FLUMB lw_ 15 Cord2ge Temc:e L!N �NO LU46T TO ly,,h MA 0,1360. 5=7893184: 77 infoce4archipli LAUN ......... ma NSTIRUC; E EXIST(lY,-FROST MEDIA100M 5MEET�NAME GNERED �:ELEVATION6. =':7.T IS,FL SCALE AS AS �FRQNT"E LEVATION.. ]BETWEEN NEW ST�UDVALL E.ISTW- O�NDAT DRAWN ay. ION WALL 5HEET NO BASEMENT FD DORTLAN CALE, RAL 9 �JRU L 7— C 2 _ r, f. :1 ... ,.. '.,.' ..- TE .: � ..... ...: ea+er�-.=_worms ewxa,cEr..� w. .. BIGDDT F TI .-. .. ... 1 .. -.. .I .. .. - .. :. , r /`CG -DE9GRIPTION.., A ,'�/.//�' D , ,.- ,/ t I` .... .,. .. .,.:. .... ... ... .. ... .. .. ... ... POOTmO d/1Xa KEY. .C' SONOTUSE BIGFOOT..FOOTING ✓ . .. .. . .. � ... ...F ,. .... ...: ..... .. ..: .. :. '.STEEL REGLET .... .,.:.. .' :PILL bDLI , r � I .. :.:." :-.:�..� .;...., .. .. .. ..... ..I' � .I.. ..... ... ... �I I S ' ..'- ... I ". .. .. ....... ........:�� .. ,. .. . .. -.. ...., .. .,... :. .. I FLR_ ISSUES + 1I E LR .:' ,LEFT SIDE ELEVATION .,. SCALE,u ,. IiENOVAT.tOhS TO FTGDEVINE .... ..: I , Go erno2 s ' Barnstable MA - ive .. .. ... .. ...�. ....-: ,. ........ .. .P..JOIb Ib-..OL.. S I .: ., ::".. .... IN .WITH r1U .. ..:.. -.. _ -,:� .. .. .. ,, _ , t ,. LOCK , .. .. .:. ..- .....: .. .. ... .. 0U SH MJ ( ICE 4T U ST LOC Tip 15 � LTJ .. 77-77777777 .. .. OUNDATION PLAN ... Will,JMW .. ... � .. .:. ... ... .... .. .::. ... :..... .. .. , _. .., ..,_.. .. ..... ....-. ., � �(9 ICE AT O5T LOG TI S LYJ f�TC�IIp I, CI - . .. .. ._: JenEiifer Diain �7 T L PG B A LA 6 T5 Ib"P �:' 'Plymoar>,MA 02360' i 508 7S9 71 8a I I I. I 1 I I I I 1 I L. I I 1- m a(y eur..i / e+Apdtl:tY 16'0 W a , fSSUE F©R 77777 GONST: GTION Y .c%IS,ING(3)3 �BEM - ... ., ..._ ..... ... ... .. .. :. ,.. .. .... ........ ,: .. SEE . .., .. '.. EN .., ... .. ... .... ...., :, .., ... .., .. ... ......: :.. .: ... �. .,� '.'.t..LNGP TTERI:I)��. .'.I .. .... .. . .. .. .. ' SHEET:NAME m H.c-t .... WiIY• . ., :. ., . .. .... .. ,... _.. .... :: .. ., ,...:. :., .,..: .:, 'COLUMNS ARE Rc D J NG FOUNDATION, . -FRAMING .. ... , .. .... .-� ..:...:: " .... :: :.. .,..... .. NGNN : ..LT FLR !! . O._.(TTPI�A _. - .... , ... .. .... .... ,.. ,..,, - .. ..., .� ..,. ', ... PLANS 4.. . C EL0 • NOTED AS , ... . . _ : � ... . ... REAR ELEVATION .. { �I. � :.. SCALE.le. I O ... ... ...: .... ..... .. .�:: r .. .... ,. .... .. $WERT NO ,OF OF 6ASEME?47�FLR ... _ P FI RST FLOOR FRAMING PLAN'.'. : yD /".I �bCH MATIG.LATOUT ONLY.1 , A E I • � �os�s Y 1 1 0. ` I p Ps d.:1' 0. END OF.F 7 :F—TER —77:----77� c :NEW 2X6.COLLAR�fes b W/(6) SIMPSON '/4".->(4 O.C: m 8 CREWS b.. TION PESCRIP DATE 'Em _q F w r- . a ATTACH(2)� C��,2t�, 114ANNEL6 STEEL- w STING(3)-)X8'�GIRT '4�!!:4, PLATE.T0.EXI 4.1 THRU E30LTS(eTAC w. d. BEAM REINFORCEMENT DETAIL 155UES COLLAR71E:DETAIL ---------- SCAL R-ENOVATI S: �ON T DEVINE .RES E CE 58-Croverno?s. Dlive NEW 2X&FAFTER:REINFORCEr B�07ta IEW 0�11&j IVI A 2X SPACERS _�3 24"O�r-(TYPICAL EOTH ENDS) r-).OANPWI(:;H B/T RAF TER5 4 FEINFO MENT 7777= LU� 50ARD.W/,5MOOT PINISH YTYFlC-ALj -7-7 -7 !COU IR AE6�T -AND ?E CEILING'A5 6POWN 77 !�T A hiplicity re Je.ifer Drain IX4,MAPCGA Y DECKING N� PlYMOU111 MA 02360 2XIO P.T.LED 7 4 BOARD LL ::,:GALVANIZED L AC- .(FLUS�4 FRAME TO GI 2XIO j-T JOISTS 11, O.0 id.&chi�lici OLT6 :3)2XIO PT GIRT'� RED TAGC (T 5 E cc)N j,INUOU5) ISSUE:FOR RUCT16K DOCUM N R VEL E..T5, ;SONCTUBE I ElGFOO1 FOOT ING! sk4gEr NAME -F !C-ON(� ETE, JJ)5F2' BELOW. -SECTION 4- OUNDAJION.-FLAN� DET AIL5 FOR LA A8 NOTED -ALr DATE 3n DRW" JLV 'UILDINGSECTION: ZCAL E: b dd b. m FRAMINGNOTES(coNT) FOUNDATION AND CONCRETE NOTE5� TEMPORARY 5 ALL !PARALAI16'��(MACMILLAN:BLOEDEL INC.) 16�:THE.RESPON515112ITY OF THE CONTRACTOR TO FIELD,.:. I SPREAD FOOTING'5 SHALL.BEAk Lt9ELION UNDIS T'H' �)NTR4GTOR M T VIDE TEMPORARY TURBEC?%,''. F G( PRO FRAMING! I InRING-AC,REQUE'STED . (TRU5-J515T.CORP.)S�ALL.BE, dVERIFY ALL DIMENSIONS 51ZEs OF EX15TINc�, r TURA SOIL,HAVING.AN ALLOWABLE 5EARING:CAF.IACITY OF 5TRU? LAM, XISTING'�WINDOW5 AND OR MEMEER5 -1718. F 'TO. CTURAL FRAMING A :CALL AND BEA E -DOOR TONS PER 5QUARE, OCT INSTALL STRU 5� EDFOR INST'ALLED IN ACCORDA�4CE�WITW�MANUFACT ERIS SIZES,5HCULD4�5E'.VEF;21FIED: NEW AND EX15TING FLOOR, . ,.:, �",;.��.. ., �, . . .P., , .1 11 , %���. .".. :. . . THE DRAWING6.�,, IN5TRUCTIONS.-TW No DE=RiprioN DATE N E MINIMUM ALLOWABLE BENDING ,RIDGE,GUTTER FA5CIA AND-GRADING CONPiTic)Ne� '9,�IF.*BE AIRING MATERIALS WITH A:LOWE R.Bt ARiNd CAPAC I T1 . �.t ::: I 11 1- :. : �. . .. ESS(Fb).514ALL BE U00:'P:5:1.�THE-MINIMUM Ev SION$ EE ��ERIFIED.'.ALL:VERIFlr Rr. -IOULD -ATIONS MUST BE DONE' THAN TWO ERSOUARE.FoCT�:ARE ENCOUNTERED AT IT'fS,TWE'rONTRACTQR�5�50LEREBPO -1PRE$SION-STRENGTH 5TRES-3 Fr). TONS P NSIBILITY ALLOWABLE C-01 BEFORE'THE CONTRACTOR.PROCEEDS'WITH.'THE WORK�OR THE SPECIFIED ELtvATidNs THE UNDERLYING UNSUITA15LE FOR FRCVIDIJNG�,4bEi2UATE TEMPORARY 5woRjNG... 'SHALL.BE 500,F.6.1 THE MI�IMIJM.�ALLOWABLE ATER AL5 MODULUS or ELASTICITY M I MATERIAL 15 To BE REMOVED.EXCAVATE DOWN TO� E)514ALL BE �SUIT46LE CAST:ACCORDINGLY WITP-00TW 6T*ATE:'AN LOCAL E GOVERNING CODES. -3 THE CONTRACTOR M.-r OUA I�.LATERAL TER OR W4 5RACI�IG ALL MUST 5E�CONTWUOU6 THROUGH PLYwodb 5WEAtHIIN6 SHALL BE NC,FOljI\Ir,>ATION SHALL BE FLACED,'IN ON I � 1. � :::� ... ��;I : :,. 1,L 12. ALL f FROZ N GROUND.. THE FLOOR LEVEL:S'O-P-!�bLiliL�l��i�;LO��KED BETWEEN: GLUED TO�ALL:'WORK&HALL BE CC LET ?MP Er)'.TOTHE�CWN�j 7E PORTING WOOD FRANING MEM5ER5 USING, _ARRIED DOWN TO AMERICAN PLYWOOD AS-60CIATION(ARA)GLUED SATISFACTION. 5.. �U5TZE`,r -1A -1U-T r N61' T�RiAL-,�AND:TPELOAD't 0 E FLOOR SYSTEM. Wobc)6LUEJO BE 6ONTECH,IN NOT THEJNTENT.C>F THESE�PLAN5.To SHOW A[ L �4, FOOT INGS.5HALL,:5E,PROTECTED AGAINST rROST,UNTIL",�.-:. U DEOUATELY 5PREAE)OUT IF 5 PPQ.RTE1?,,ON..THE TE... 2XIST.ING." :,EX15TING 5A5EMENT SLAB APPROVED ECUA FASTENING-DEVICE5 ORI.FR-AmiNG:TECHNI(�UE�&NOR" E fll_400�SUBFLOOR AND CONSTRUCTION-ADHESIVE F OJEC�T' 1,5.CON. L CONCEALED"COND-ITION5. �ANi-i-'bRT I INGSHALL.�.; -TEE) DE �5.:BACKFILL A ON OF.THE, OLD ALL CON6TRUCTION REL4 HOULD BE-: ICTED N,( .'COMPAC PERIODICALLY AND COMFLETEL�`REMCVED FROM: LIFTS OF'55 _TED GRAVEL-' l�?, BUILT�IN BE.Ar-,15 U51N6 CONVENTIONAL LUMBER NO ISSIM TO DATE NO ES.:5 APFROVED.BY; ENGINEER. 5HALL;BE FULLY SPIKED TOGETHER WITH'2-0 T HIE -OUI A 5 J P .OR WITH FLABHJNG AND COUNTER FL45HIN6 N IL (TOP�4 BOTTOM) "'O-C. RE RED ACKFILL NO.FXTERIOR -1ANENT 01-4 BOTTOM) ALL FRAMING'� Uri SHALL BE HEM�FIR:OR,51'F.:WALL6 U LESS FIERt LoNG.L.4G BoLT5(T E Y 6,DOOR. R . ..,--�ALL ROP!-I,INTE R51��T IONS AND VALL ..r .. .. - .�.:.�:i� �:��:: .I:: L EITRUCTURAL�SUFIFIORTS(FRAT'1ED:FLOC._6..AND 5LAI55 AT.16 O.C. AND WINDOW OPENINGe�_^ND ALL OTHER PENETRATION ARE IN PLACE I 5i 'D GR.A., ELECT 5TRJCTUFZAL GIRAD.E.NO.2:,, -'!SURF CED�GREEN OR APPROVE QU. (UNLE THROUGH TH�,ROOF5 OF'-P= SIDE,WALLE1. ;�ACE..,41LL�WALI_54N DE BEAMS A 66 -OTHEFdUJSE-�PECIFIIED)AND.5HALL,NEET THE.�%:,_:-... dONTRCTOR 61HOUL PR ORTO T EEL NOTES:. RENOVATION'S REaUIREMIENT5 0F.THE,N4TIONL FOREST PRODOtTe, 6TRUCTURA- 15UMMITTING 4 "ALL.CONFORM�TO�THE:LA (F5)SH * i * i 0 P:5.1: THE MINIMUM CRETE WOR<5H T OCIATION. T E MINIMUM ALLOWABLE BENDII TO NCP-�T�,I'Ne>TITUTE��6rEFC)l�*�;6UIL6i�r STRE5S ALL BE:1;15 CONTRACTOR SHALL PAY FOR.ALL P.ERMITS ND ANENT CONNECTIONS SHA 5E:MA-TOP CODE.REQUIREMF ALLOWABLE�COMPRE56ION INO PERM DE IM NT5::ANID,REINFORCED CONCRETE" 66(F STRE P),6HALL BE L DE Of.', FFOR -;405 P51 THE N ICITY(E) -R -El��LY RESMENCE ND. STRUCTURAL CON,C RE',rik ODOLU5,OF ELA6T ..UNTIL THE 5TRUC HAS 5EfEN7'.F CONTRACTOR 15,RE5PON&IBLE-FOR OU' T'TPE- 400000.f'Sl INTERIOR-NON LaAbriBEARING BE SURF', ACED'D.RY NO.2 5PRUCE, BE r-dfNQjN,ACC40,DANCE:WITH:THE OU-NER'S SURVEY 0 VE.". :AjFON AFFIR 2- ALL STEEL.LALLY.COLUMN5 5H L ONCRE E�, -F LED:CON5I5TING,,O F:4 CONTRO LLED.MlXWHCH N L AN Tiz4ff OITE, �:.S. CONCRETE SHALL,HAvE:t-1INIMUKCOMFRES6I OVAL OFENGINEER. PLAN. ANY..DE". ATION OR PROBLEM I-, T&THE�DESIGNER,f-R�br- to OF 3000 1,:WITH A Hp:OF IL IM REPORTED 1`151 AT.26,:DAY 58.Go�mrnor's ITT, 25 DA ENTERTAINMENT.OF"4�65'. A N AN ULTIMATE'5TREN-TI4. OF 5 060 ;AVMION. ALL UJINDOW6-514'ALL 13E.MANUFACTURED or N 0. I i . 1 . 1 . NE MIXED AND..MECH4NI Drjive U E 3/411 TON, THE UeE OF C4Lr_IUH�cHLORIbE IS NOT PERMITTED�JIROVIDE 36E Atsib GROOVE.STRUCTURAL'I ATED.to §y, 16N(OR EQUAL) CALLY vI5R ANCIERSEN CORPORL,f ALL WINDOW�.� � :. .- F NC'E 'B arnslabI6,:MA' J.R '..-,�,ELIrliNATE,VbiD&A�4b,INBECbFE.r>ENBITY-INr, RM T;,.:HIGH PERFORMANr OPER CONCRETE*PROTECTION.1�:Ho�oR coLb:WE4THER.., FIR.PLYWOOD FL6OR.5HIEATPIN6 112" EXTERIOR'.� I'M FURISHED WI ON 6 101630�1 05 WITH THE REOUIREMENTS OF THECONCRETE PORTION,OF THE INSULATED -LA55 AND MAINTAIN flf;ROF.I.�R'CURING�fl-ROCEE)URE5 IN ACCORDANCE—,. 14ORIZONTAL WE.4,THER.STRIP STRUCTURAL GRADEFIR CDX PLYWOOD:ROOF. THE. SPECIFICATIONS: THE.,,LA� LLY`�COLUMN MANUFACTUREiz� ALLED ON TOT ECK RAIL,AND E30TTOM HEATHINGEDGE5 BLOCKED,WIT 'UM H L -5sR,OR 'SHALLGUARANTEE TWE:SA _CNCENTRlr,OR-.TYPE OF.EDGE SUPPORT 112 r LISTED ON THE WOFKI OTHER APPR VEQ 1OAD)CAPACITIEE�.- 11ANDOWS SHALL BE TqE EXTE RI OR_TRUCTURAL:GRAD,E F IR r_DX,WALL AT 13: STEEL-REINFORCEMENT'ZHALL CONFORM70 46.Til.615, '6HE HING_FACE GRAIN F_ERPENDICULAR TO THE,ebNT G ADE 6 RA.CTOR,5HALL COORDINATE THE' SUP E OR Mok, .WORK.OF. HE R . : UNBRACED.HEIGHT- LOAD!t _JNF . .. ... PORT5 AND.CONTINUOU5.Ov R-Two E.., AL AND HEATIN(�.%5 ECONTRACTORS IN N ACCORDANCE WITH TABLES 62431 A D. �4LL�c;ONCRETE SLABS T-.LAc;EC?ON,'GROUNED S�ALL E:':: IA AND.5ECTION 874 OF:THE HAS*i7),ACIHU5ETTSZUILDIN jHATERIAL0 AND WORKMAN6111P..SH�LL BE GUARANTEED RE NFO -3 1/2 11 DIA 55 -SHALL.CONFO OX6� MIN. WELDED WIRE FABRIC PERIOD OF ONE YEAR WITH 10 L' AFTER�TPE FINAL REINFORCEMENT AND,, FRM TO A.S.T.M.Wa5,:AND A@C igiTANCE OF T HE L55 CONSTRUCTION. SHALL LAP:6 MINIMUM OR ONE ePACE'WHICHEVER 4". :10 FEET 41,000 1/2".DIA 16 AND 6WALL:BE WIRE D,T( LL::EXTEkIQR AND-INTERIOR wALL6:TO ZE_,2Xm4.'#-3 AN A ALL�P_A&NG ,C,T RIN�ON THE EXTER PO L55 IOR 514ALL MATCH E li OC UNLE55 OTHERWI E NOT D� A. 10-FEET -5,%: IN THE EX15TING r-_"A,IL..THE.PAINTING,GUTTERS, DI L= gg LIN DPOUTS,CL AFBOARDS,tAND.SHINGLES SHOULD ALSO* I:i, �WHERE CONTINUOUS �C: LLED FOR,THEY-SHALL�BE, ArchiPli4tY RUN CONTINUO 5LY-,A WITH E)� U ROUND,CbRNER6 AND:LAf2-PED:AT 014 AND BLEN1_ ISTING STRUCT.Uf;R�.UNLE55 "FROV.DE!,4D.EQUATE WALL.RESISTANCE TO RACK' ING 'To BE 3/4"DIAMETER HIGH STR N 1 DIOECTED NECE5ARY SPL:ICES-OR HOOKED AT DISCONTINUOUS END$ BY CORNER LuNDiBRAcING OR ANCHORAGE OF CONNECTION BOLTS E G H..ST -TURAL SHEATHING Jennife L f? BAR blAMETERS UNLEeeOTHERWIS AS.TP1.A.325. PROVIDE MINIMUM OF 2 EBOLT5 PER A.5 SHALL BE,40.' oPL E C;ONTR'CTOR SHOULD FFZdVIDE:AC1E0UATL BRAC FPUC 15 NCONNECTION, USE 1/2"MINIMUM CAP-P R A SHOWN. 5 5= p LATE 0 - 508.789.7184. -LATESFULL�r..WELmED.-ALL AROUND _OLUMNS-WITH 4 .6RINC, ALL WORK AS REQUIRED AND PROVIDE AT r AND WEATHER PROTECTION�TO. PREVENT NY FROVIDEZOLID BLOCKING'BETWEEN JOI�TS* k A5.OTHERWISE SPECIFIED IN THE 12 IN5TALLATId FILLET WELD 0 DAMAgR TO.THE�-EX15T -INTERIOR WORK 5CHED ED, OF REINFORCEMENT HALL-5E COMPLETED DOUBLE ALL JOISTS:UNDER EACH.F.I.ARTITION. INC UL TO A CbNCRETE, T LEA T�24 HOUR5-: DRAWING5. COMPLETION:AflEA' 5T.... NOTIF) OR � TECO ON,' V THREE CO OF RL15T-INHIEITIVE� 1. 51MPSON'�OR E=AL�JOIST OR:BEAN HANGERS ED METAL COWL& 14� L P!INAL INTERIOR FINISHES.to BE eELECTED.5) T E 24 HOURS PRIOR TO!�r-HPOULED*;COMPLETI A 6E:FULY:NAIL TC, 4.L -AM' T:'AFTE R'T G L,IN TO 5E I' -6F 'TE f��LACEMIENT O-NdRE Fb FOUNDATIoNju F,R�Mt.�I�TO.`OTHER JOST5 OR 5. 5 E�.ERECTICN.. FEET*IN ANY 9_51.U2504RD WITH L..APP IEPJO CEY , RAI61�4T,.-LEN�'TH�AN '4."KEY ...... ...... A 9MOOTW MO OLITPIC 5URFA VERTICAL 2'5, LD ALL'ST HAN CE'.READ N Y,TO RECEI,/E :-qONT WE -:NOT_5FECIFIEr,6TH RL OR RO G NDPW�q.PENIN(�5.1: �T ROUGW�-T"E.CON5TRUI BOLTED.Cb1NNE&TiC)N6).WITH A'C 131�01. PINIOWS6, IF U15E Pr ND NUO,O.S.'RE INFORG ING 5AR D.]AMETER.11INIT.IUM) ...F U H'WI FEET'rUSE 2 X6 WITH.ONE AOF PRIME AND TWO-C _OAT5 OF".. MINIM FR ON TO 5 FEET,USE�2XIp HEADER EAt'151-:. ISSUE FOR 6H1,LL BE C ��EA�15 bLbjbENf�IN �6 ORDA EXCEFT:AS:�dfEb 6TPEiR:WI6 6N:�THE' N5 C ECTRICAL P r-15ING AND EL 0 E3, CAN ELEVATIONS. vENTILATING, LU T fH91-ROF".1EK kA 1) IiOTZDSH�6 ION 'SHALL'.HEAT BE ....�r-ONCPETE.IN5TITUTt'.,i,;�.uN rpHOULD 5-=.,INCLUDED.IN�THI BE INSTALL Xj TING &YOTEMS SHOULD BE MODIFIEr,41NID EXTEND To APPLIED TO�THE 06TAIN' END '00CUMENT5. Nj U ORDANCE WITH EDJN.ACC DR THE.NEW ADD TIO.N. JT�,.16 THE�CON,TRACTOR'S 71� THE F�CONTROL JOINT5.1 �T LAE, t5:RE NT5 5151LITY TO INC, -ONMEN E klOz-WOIQK AND ONE ND:.GENERAL CE�',46: ETAILED.-IN,.-,t;* TO�C6.OkD . ... �I..I O'CONTRoL C SWEETNAME INATE;4LL:5UBC �UFAL GRAPHIC STANDARDS"E5�r ::AL P, AILL'MECHANIc THE-,5LA5 MA Ilt TAGE-NO 81.1000NTRACT008 t-.Jur,.T-e;Eoa'jRE;PERM r-lc:ATIct�6 ITS'AN[ A WALLS:E%ELOW,.GRAD. OOF:AUL' 'FLOOR X �FOUND T19N 5,:;WIT PHASES'O.FzTHE:ujORK LL;,WALL 5TUDe;TO AL IGN Hi 11, GENERAL CONTRjACTOR H..LL,NOTIFY..DIG-SA1FE FOR -,LOGAT ION OF,ALL UNDERGROUND.UTILITIE5�klc,R T61��-;..,��--a�', ROUT;TO,BE::N ON�5HRINK:';4. 0 P4 E C 'E,4M�;ARE To P _RO55 WALL�, ROVIDE'�TPIE., SLECTIRtCAL-CONTRACTOR TC5. WITH OWNER ROUTOR EG L 'AN[)ClUANTITIE6.OF-ALL�NEW AND ECURE R'FOR LOC ATIONS; --LECTRICAL ITEM 5UCP:A5. DUPLEX OUTLETS(INTERIQFz'AND EXTERIOR), �-TELEPH6NE DPAQN 5y JLP FIR T FLOOR-TO 59�FuLLY's TQ_PROYID.E; AT L RELcr_4T ATT��HLID EXTERI' WALL5, H T E STRUCTURE ABOETHE 5TATIONS,:T.V JACKS,COMPUTER ECTION5,LIGHT1N 'SWEET NO' INTERIOR AND. EX.TERI ETdl., 0 :RE TRAINT OR� 5WITCHIN6 E lit vi.E 2 TRIM iX2 ON IX8 Rf:i<E ---� IX2 ON IX8 RAKE TRIM -SIDING TO MATCH 1 .._._.__ .__,�.,,_.,..._.-_._. __-........_..._..._. ._—_______..._.,. .,....,.._ � SIDING TO MATCH S ,�%' �, {h� -j EXISTING ON I EXISTING ON 5EWR-Af- ON HOUSEWRAP ON tie" I EXIT PLYWOOD EXT PLYWOOD i I • ! -r w z ARCHITECTURAL 10:12 ARCHITECTURAL ASPHALT ASPHALT _ r----- —_r,r _,_,—r, M 10:12 / SHINGLES ON 150 SHINGLES ON t5 FELT PAPER I . ,. FELT PAPER ON fie" PLYWOOD ROOF 12 4 PLYWOOD SHEATHING 11 I I I li I „ . ROOF SHEATHING 4:12 i I©� I ALUMINUM G-UTTER—� PORCH Z ORCH B ( ____ _ lij ` r TA, <I 1L1 COL I' {(� 10" TUSCAN j ? ,�OL 1, __. - I - -t- COLUMN _ I ! __._ w/CLAS5IC� ' I �' 'I I I I . ,i ( t 1 I OF - 'v 11 Z ENTASIS ON �' " 1 f 1I� r; it i -" i I I j�; I I f I ; D.S cf) I , 1 1 @ u rl a I � \ � , ill 1 I , I i I ..... i 11 1 1 z IS X18 X24 HiC•s1•-I , � a 61 ' ' __-_ I _ !VENEER 5TONE ' `fl vy1{ D.S F i F _J J i I i I� i O B.,SE (TYP) $J r , I I i ,r _ ,_L 6A E I t 1 I ; N 10" TUSCAN COLUMN a •O. W/CLASSIC ENTASIS w``r BAS 1ST FLR - - - -- -- --------_._.._ -- - �„ �; •-^`_'^• ON 18"XIS"X24" WIGH N t .. .— _.�.._. ._ ._ ._.. .. . .._. _. `.___ �• N T F —_ I 1 ', j I !� i �'� I VENEER STONE _ � It K *' CzARTGE FLR 1 I D CK -»._. ._ _} I �� . �. _ _-..__-.,_._.. �t�vE�Y��C7-------- z ' ; AL c� LL! cl) 1 I I i - Ill Lij i_ __--� LEFT SIDE ELEVATION FRONT ELEVATION``�`-- �' —~-- '- ------�-._ �' > > SCALE: tiallal,_D,I f ! I i LT1 fil i I SCALE: P4SEMENT FLR BASEMENT FLR 1 - - ------ .. ..._._-.----------- -- .I------_ ARCHITECTURAL - - 13/4„ X 91/4 r1 LVL . ... _. __.-----_.,__. �-- --- --- _ ASPHALT SHINGLES �N _ R1[: CGE ME 1"i- 15" FELT PAPER ON 5/8"--- 2X5 ROOF RAFTERS � RIGHT SIDE ELEVATION ( PLYWOOD ROOF 16" O,C. (TYP) Sc_, E, ►. „ rl L.r--- SHEATHING � 5IMP60N H2.5A RENOVATIONS HURRICANE TO 35,g" CROWN � I '' . �CLIP (EA RAFTER) DEVINE / I ( MOULDING ON 1X5 ,r'' �; / / ( _ 2XiO ON THE I /" RAKE TRIM —� , u= -- SIDENCE FLAT ARCHITECTURAL ASPHALT ALUMINUM f1 GUTTER ' ,• I P SHINGLES ON 15" FELT f N 11 COVERED PORCH II 1� _-___I >� �. r PAPER ON 5$ Governor's p 1© TUSCAN COLUMN IX4 MAHOGANY DECKING © 10 TUSCAN COLUMN J ,,�_,,}-� 8 PLYWOOD W/CLASSIC ENTASIS 1 W/CLASSIC ENTASIS -- -�- -•-i-- �/i 4 `' ROOF SHEATHING (EXT) 1 ON 18"XI5"X30" HIGH �4 ON 18"XI8"X24" HIGH ���,-i-T.O. I _. MPSON H2,.5 A YENEER STONE VENEER STONE --- - - I Drive BASE (TYPICAL) / E3ASE (TYPICAL) I , _____ _- 3-2 X i2 P.T. COLUMN _._ _ ' 2X5 (P.T., RAFTERS HURRICANE Barnstable MA -" i r F 02163 0-13 05 o 10 TUSCAN COLUMN I GIRT (C,L �E UJ/CLASSIC ENTASIS w I ...LIP `EA rR�=, TER,: 1 ON 1S"XIS"X2� " I _.J ! ll?/IX'S) 1m 131_Slll 5'_fo�° 11,_811 10' HIGH , I i I +± j i i \ 12 /�` RL ALUMINUM VENEER STONE BASE - 32'-©II (TYP) .__{ I ' ; 4 , GUTTER ii FIRST FLOOR PLAN — ' 2XIO ON THE 2X5'S 0=7.),w l6 �'` fe U 1 LE ►��„_!,_©11 — _ I Y _ AT PORCH F� IX4 MAHOGANY Ii 1 DECKING -� 111-�'�' 11/2" BED MOULDING 1 I (801�1) ON 1X8 FRIEZE __ -- 3-2XI2 P.T. v T.O. II i I E30AR'.D (VIF) (BED ID" TUSCfiN GIRT (CASE •, I I i MOULDING ALL SIDES) 11J/(X'S) ' BASE ;' i i I ; I COLUMN U1/CLASSIC I T$G PVC CEILING ON ENT4516 ON � U FL OOr'� � D GK iX3 STRAPPING Iro" 15"XiV'X24 Hlr W _ O.C.00 (VERIFY MATERIAL VENEER STONE DEC U1/OUJNER) BASE (TYP) ' 10" CONCRETE SONOTUBE ON BF20 ` 4 't ' BIGFOOT FOOTING �' (TYP) ;: `-I, ;_ Y �", I 4 Jennifer o Box B i��stiel I BL ESTONE C �P 'y �� 1 1 , 3-?X 10 P.T. GIRT \ 2 X4 P.T. Plymouth MA 02362 (CONTINUOUS) 2X10 P.T. LEDGER ��� ,� " 508.789,7184 :, I „ ` REALSTONE O C FD (i� R /� _ _._.—. _+ ,�.%- . _mac _ _ _ _ , 'p I S(MIPSDN Br,SE (FLUSH FRAME) SPLICE BOARD W/1/2 '0 i VENEER BASE) GALVANIZED LAG ' AT P05T LOCATIONS I infoa�archi tici com Im" CONCRETE. 1 11 11 -- I i BOLTS (ST.-^,CxC�ERED) I tA.SJ c G p -4 12 -�� 5 -8'2 11'-2" I -4 Im" CONCRETE 1 ONLY j SONOTUBE ON BF20 BIG>=DOT FOOTING SONOTUBE ON BF20 j i °� c 16 - (TYP) 510FOOT FOOTING v 10" CONCRETE �- .AN 'MOMfie�irawl it 'r�etWat' nihi FOUNDATION PLAN` (TYP) • - SONO T UBE W/BF20 _ . , 11 II ' ". 2X1 D S (P.T.)� 1�' O.C. DEr ' ���..' `°,p'o A SCALE. ,a 41 -0 I 1 - B(GFO Por OT FOOTING ,,,� or P 0" MIN, ti __.. �+ ~ iteownlhse n I-{I . i (T) ) 4 M.M...�ny+y e.w«t to. O A I, �--. MrwwNwdlolj tiw d..rgnr wtlt,our }r _ BELOW GRADE �` —__._.._......�- wr u�rrte.n ees 1pd or I , ' ' ' / I ( � ` AroFinl�or ie�prinolpsi�. I I I I I I I I # ' 11 1 �-r' ' �. �� 3-2XI0 T. � 4 ` SIMPSON BASE (CONTINUOUS) Il�ivt,IE FOR ��i .�� 1 FRONT ENTRY SECTION/ ELEVATION " ; - -r I t _ ro COMPACTED (FLUSH FRAME,, *', I I i I 2xlb ON T>1,= t.ATI I I ! ! . ' I I rr GRAVEL W/FILTER �- i, G01'rlgT�c;UCtION i 1 1 ► ( 1 1 1 1 1 # 1 LE: /2 " 1'-0 i SPLiC r-,T ---T-- I 1 5CA FABRIC: (OVER) ; ,� c ^ POST 1�C�C1.�1''"�ENTS ..._ _ I i_ .._.._ ..1 i LDC/�T IONo ONLY t 2x m ,THE fFLA ; J 101, (p CONCRETE !� 60NOTUBE LU E3F2 �,I SWEET NAME r B ICxFOOT FOCI T IN 1 (TY ) --�'-0It MiN. I I ( I { I I I I I ! I I � I `�1 ( 1 1 1 1 I 1 I I I I I I I I � � • < _ � '� i BELOW RAGE ONT DECK 1 ► . .f r4N �� CONSTRUCTION I I I 12X P IST i i I 2xi OHE I -a 4 P 5T I UOCU�'1ENT5 TF 2XIO P.T. LEDGER BOARD W/Vz" � FRONT PORCH SECTION GALVANIZED LAG BOLTS is 16" 1P A 5TAGGERED (IG,dI.IG N/A wr~ 1 Sr- ALE: 1/2 "= I'-0" ALTERNAT)=1 -3-:2 iO T. G RT f ON NUO S) - ` r III it IIi 3-2XI0'S 15UT BUILD UP CHEEK WALL ^r �f � FLUB FR `ME) �. DATE '13I18 _ OWN DY UP AT EXISTING EXTERIOR WALL TO f` PLt E AT POET LO ATI N5 NLY) JLS `r SUPPORT RAFTERS - �- 3 2X12 P.T. IRT P.T. GIR ` q o�M ss SHEET NO DONMOC 4 ti 1, O NGELO 2xO P.T, JOISTS 6 Io O.G. o STRUCTURAL to 2X8 ROOF RAFTERS s' WWI O.C.(OVERFRAME OYER EXISTING- HOUSE ROOF) gt1o.35062 . a A�o,� Fc► � A ROOF FRAMING PLAN FIRST FLOOR. FRAMING PLAN r I SCALE: 1i4"a1'-O" I SCALE: 1/4"=I'-0" (SCHEMATIC LAYOUT ONLY) i I I i I ! ; - .----- I � � I I I � - . I �. � � I ----L - I I I I � . I I � I . . . . I I I . - I. . . � - I . I � I I � � � . � I I I I I I . I I I � . . � I � I I I . � I I � �I - I I . �. .�. . .1 I� � � . . I � I .. . . . i- - . . - I I I I I . I . I . . .1 �. . . I I I � . � I I ,� 11- I I �.. I . I I . I . . . . - - �I . I I I . . � I I . . � I I � . I q . . I I I � � I I I I I I I I . I . I I . I � I � I � I . I I I . - . , I . . . I I . . I- I I I I � I I , , . . I I I I I I . I I . I I I I 1, � I I I I I I � I � I . � I � I � I . � I I I . I I I I . I . 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I I � . . 1 I I I . 11 ., � .F=xleTINS ON I . . . . . � . . I I I. . � I . . I I I . I Ext f-LYWOO1) � I � . I . I I 11 . I . ---- It I . . . . I . I � -i . � . � I I ! I I . I I . -------- HOU5EWRAl- ON '/2 . I � . . I I I I . � I I . I . I � I 1 4 1 �� I I � I I I : 1 . I . I I I I � �- I -----�,Zle I � 10:12, . I I I - I I . .. I EXT F`LYWOOF-) I �. ' I ARCHITECTURAL Aef=H,4LT ------------- � � I . I .. . - . ZAL . � I � I � I � � I 1 1 1 � I � I .1 . I I I .. �. � I � � � -.ARr-H1TECTUF . I � I . I �. � � I I � eHINGLEe ON 150 FELT f='APER I I A. , � � . . � I . 12 � 1, 11 '' I I I . � . .1 .. : . . - A5f=HALT . I . I . . I . . I I I . I . . . . I I I- 1, I , . , . I . I I I I I I - - 1. I . I . . I � 4f - '� i� .. I � I �I . . I . .1 . 1. I . � . I .. I. . 10:12 / 5HIN(2,LE& ON 15* .1 I I . . I I I . . I 1. I I I ON 5/all PLYwocl) ROOF --, 12 z I I I 111�-�:� � 1 H I I I I I . "' � � I 11 I I I . 5HEATHING I N, � I ---- I I -I- I : I .1 I � FELT f=AFER ON I . 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J015T6 'a lro" O.C. App oVe - sj�w�, �62 cc 10- . . I . I . I I . I .1 I I . I - . r d by: t ft/ 1 44 1 1 1 1 -.- . Ir . / � . . r . . � . . I I I � . ' �. I . I I � I / JAC,35 4D ,Q ; � : I I I . I . I r � .� . I I � � I r I r I � I . I I I I I I � i . . I I r r r ) r 11 . � I I r I I I I � r I it ft, r --0 I I � . /�-/ 1, GISI � i I I � . r I I 2X5 ROOF RAFTER5 e l(o" O.C.(OVERFRAME OVER EXIeTING HOUeE ROOF Ii I � .. I . . r r I Perm T-1--, �-�L , , I � . r � � / � I . r � . ),I I . I �. r r � � I I . � I I r . I ... . I I . � I r . � . r -r . r FIRST FLOOR FRAMING PLAN . . r r � 8 r . � . � r . . � � � � I � � r I . . 1 4,12 ( [�,//, -- I I r =�=� � " 'O � I , � tED �� , , ''. _ I lrl-- \\ I .1 7 N 0 N ry[I=- ,�9 wy� � / , I , , , I I - - --, t I , �� I ri-- , t g I 0 1--W �� I I --- ---, - / z I , I I . . . I � r r , . I - 14 r. I . . . . � I � I I . .1 �. . I I . . 1, �. I . . .I � . I I . . . I . I . I I I I I r I � . r � I I ROOF FRAMING:PLAN � , : .. I I r. I I I r r . I . I I I � I � . I I I 5CALE; '/4"=I'-O" ' (5CHEMATIC, LA'�'OUT ONL'T') I I . I . � I I . I r . r . I r r I .1 r . r r � : I r I I r � , . . r r r � r � I � I � . I . r I � I I� I r . . . I . . I � r I &.747 �. . I . . r . 5CALE: '14"=I _0 ii , � I I ! r � � � I � � . I I I I � . I .. � � - I � I � � � r I r � I r . I I � I . r . � r � ��l r .. I I - � � r r . . I . r r I � � I I - . � � �� i . � I . r � . I I I ------ - � � . - I : .,r � rr . r. .. r . . .. . . � . . . r .r . I . . .I r r .I I .� . : - --. I I -- -- - ---- I. -- - - I - - �- I .---,- - - i I � : I I I I I I I 11 i ---------7 1 1 1 1 �-- - - I Fwil 7- - � I � ------------F:RAMING N OTE5 NT ) FRAI`�IIING NOTE& (CCNT,)CONCRETE NOTE,5:, � ,TEI`L&-;E OR L(GROL CEDE I1, THE CONTFAICTOF .MU&T FROVIDE TEMFOFARY 11. L.L, ACMILLAN 5LOEDEL, INC.)GMILLAN E3 � I 14 5 G5 SHALL SEAF 'LEvEL ON UNF_)IeTUF15ED��,-TOR,TO FIELD FO( _Ie" (Tf;RU5-JOI5T CORF.) SHALL 5E'�TfRUICTUF)AL eUFFOFT OR 45 5REOUEeTED r TO INSTALL STRUCTURAL FRAMINrS AS CALLED FOR IN,'5TALLED IN CCOFIDANGE WITH MANUFACTUFEF'e IN �RTi�p OFR "MICIROLA -eOIL A ZVNC.�dAN LLOW,45LE 15EARINr_:� .CAFACITY OF 10 PROCRIlwTION , DATE THE MINIMUM LLOWAISLE 5ENDING ON THE DRAWINGS.-rF1=f;R--10UARE FOOT. REVISIONS e7RE65 (Flo) SHALL 5E 2,aOO F.S.1, 7HE MINIMUM IA L L OtDA�gLeE ATERIAL& WITH . LOWE 5EAI`;RING CAFACITY ILLOWA5LE .COMFREee1ON STRENGTH TREe5 (Fr-)N& 2. IT 15 THE CONTI`;RACTOf;R'e 50LE REeFON5151LITY FOOT R MINIMUM ALLOW,45LE MODUL I �2�N5 FER e0UARE E ENCOUNTERED .AT Uj FOR FF,:1OVIDING ADEQUATE TEMFORAF,:)Y SHORING. ,'5�44LL 5E 500 F,&-I THE W �17 E:,ITI" 74 - M�D ELEVATION&, THE UNDERLYING UNSUITA5LE 4 IR, -10DULU& OF ELAeTICITY (E) &HALL 5E 2,000,000 FeNyt L 5EFORE R, 1, TO 5E REMOVED.,,,,EXCAVATE DOWN TO INr-:;LY,A5LE, �eO I L 4 ICA&T CCORD MUST FROVIF_)E DEQUATE LATERAL,12.� AL 3, THE CONTRACTOR WITH 50TH `,�5TATE AND LOCAL ON 5f;RACING. ALL 5HORE5 MUET 5E CONTINUOUS THROUGH THINC--; 5HALL 5E GLUED TO-AC 12, ALL FL�'WOOD 'HE G No CUND�-Al ION &HALL 5E FL E[�) IN WATER OR . 5E:, THE FLOOR LEVEL& Of;R 5OLIDLY 5LOCKED 5ETWEEN Of;RTING WOOD FRAMING MEMSERe U&ING USINC --GR UND.ME AN .f=LYQO` mOZEN FLOOf;Re. ALL eHORE& MU&T 5E CARRIED DOWN TO 4MERIGAN FLYWOOD S&OCIATION (AFA) GLUED LUE f_�'�R i�. L ?:;Lu I -1,47ER14L NF-) THE LOAD MU, T 5E SYSTEM. WOOF-) GLUE 70 5E CONTE(,-H, INC.FL40a,,5 L63 �TE FIRM 5 EA F,I N r_:� I` FILOOF,ND ONTRU TECTEF-) GAIN,'5T FFO-ST UNTIL DEOUATELY SFREAF_) OUT IF eUFFORTED ON THE HALL .5E F 1;RO f=L400 5U5FLOOR AND ICONeTRUCTION ADHESIVE OR AFF.4, IT� OF E�494UTENT ICOMFLETE. EXISTING 5 Ff=f;ROVED EOUAL.eEMENT 5L,45. 0)R,A MING, TECHN�,OUES LL,F_)EVIICEe OF, FRA FA&TENINr TION OF THE E5UILDINC:; SHALL ANY FOR SIN I -IN 5EAM6 USIN G_ 13, 5UILT G .CONVENTIONAL LUM5ER1 ,5E -T&- - S5% COMFACTED r-:;RA V E L SD )MIR5 ,4GTED IN 6" L IF "'OF No 166LM To DATE FfR,-/,MING NOTES.2 VED 5Y LL 5E FULLT' &FIKED TOGETHER WITH 2-10D,_N41L6 AENGM,,EER-'M ,F, ISUES N�AILS (TOF 507TOM) AT a"� OIC, OF, WITH 40 15 G� .R. WITH 2 1/411 A50LT& (TOF 4 50TTOM)TO AT 2 -1/4" X 3 1/2 11 L LAG'F EXTERIOR WALLe UNLEee, FEFMANENT 1, ALL FRAMING LUM5Ef;R SHALL 5E HEM-FIR OR &,F,F,-LAE RE't) - ILL NO.FLAeH IN r_:��AN COUNTER F ND eLA55) 7 I&FLOO D VA e, DOOR Ff;k4MED (5FFUCE-FINE OOM , INTERSECTIONS LLEY LECT STRUCTURAL GRADE NO. 2 A &URFAICEI) GREEN OR FFFROVED EQUAL (UNLESS 0 15 ARE. IN FLAICE, 15FACE ADWNDOW OFENING!5 AND ALL OTHER FENETRAJI N LL WAL L&AND TRUCTUF RAL fqpE)LC�d7TLj_g RooF, OR' THP= SIDE WALL&.,� IDURING .5ACKFILL ING. OTHERWISE 5FECIFIED) AND SHALL MEET THE -TUR,4L STEEL NOTE&:IREOUIREMENT& OF THE NATIONAL FOREST FROF-)UCT, RENOVATIONS E 5TF 1, C-ONTRACTO R .5HOULD ,VI617 TH ,eITE TO �il �ONFORM TO THE LATEST TO eeOCIATION. THE MINIMUM LLOWASLE 5ENDING WOR< SHALL 0 FE -E55 THE MINIMUM DEVINE Ct T ION ' �.,�TAMERIICA,k CONCRETE IN5,'fiTUTE IC 0 F-)E FOR &Tf;7, F15) &HALL 5E 1/150 F 5.1, 15HALL 5E MADE UF UNTIL TH' HALL E t-1 t1. NO FEfRtIANENT CONNECTION,;)ETE '5e (FC) &HALL 5E R "' �:. LLOW,45LE COMFREeeION, eTRE,5' N R4OUIREr-IENT5 Nt RE INFORGED� CONCR V, UNT'IL THE STRUCTURE HAS 5EEN FROFERLY ALIGNED. RESIDENCE . ETE FOR 5 F51. THE MODULUS OF EL,46TICITY (E) ePALL N ON LOAF_)-5EARINC-;r RE L IGNED. UCTURAL CONCR EST 4&,M I T ICIFICATION5 FOR STIR -40 LATED FEE&. 5E 5E 1,400,000 F&I INTER'5TUD& MAY 5E SURFACED FDRY NO. 2 5FF;�UCE, ONLY'-�ALL: 5TEEL L FILLED toR �4c�*FeE4j4t�2 F eTA<N(�4'OUT TH 2 LUMN eHALL 5E CONCRETE-N UFON FFROVAL OF ENGINEER. LIL STEEL LA L LY C 0 SUR. EY. :'OLLED MIX WHICH SHALL,MINIMUM COMFRE56IVE ATTAIN AN k�LU V a, :CONCRETE &HALL HAVE-',, FIL-LED C01\1515TING OF CONTR 58 Govemor's ENGTH OF 5,000 F51 IN 2a DAYS. ACHINE STRENGTH OF 3,000 F5f'-AT 2a DAYS WITH 6LUMF 'OF TO T"TAIN 4N ULTIMATE eTF Drive A-0�Yrr_,��ZLDLTTOVTJ -NO MORE THAN 4 ID IR ENTERTAINMENT OF -4-&%, M4CHINE MIXED AND MEICHANICALLT' VI5f;P,ATFzD TO amstable, MA 1ELIHINATE 1j3FTq1ANUFACTURE 1j;x B L GRADE -E WITH THE� �THE USE: OF CALCIUM GI4LORiF_)E I,e NOT FERMITTED. Ff;ROVIDE 2. UeE 3/4" TONGUE AND GROOVE, 5TRUCTUR R EL.IMIN,4TE VOIDE) ND .11\15ECURE ,C)ENeITY IN C;ONF,Of; 'M,4N(, 02630-1305 : GOL�:) WEATHER FIf;P, FL-T-WOOC� FLOOR SHEATHING. 1/2" EXTEF,10f;R 05EF CONCRETE F5ZOTECTION IN HOT OF, WITFH THE FEOUIFEMENT6 OF THE, CONCIRETE FOI`RTION OF THE C_4T FIR CDX FLYWOOD ROOF TRUCTURAL GfRADE ef=ECIFIGATION6. THE "LALLY" COLUMN MANUFACTURER 5 MA`INTAIN FROFER CURING FROCEDUf;REe IN GCORE,)ANGE SHALL GUA 5LOCKEF-) WITH LUM5ER OF, OR NG L20AD WITH, THE ,G,I, HEATkING EDGE, eHIALL GUARANTEE THE SAFE CONCENT5RIC OR XIAL W <1.CAf= T�p 11 . a I M, FAIL OTHER FF5ROVEF_) TYFE OF EDGE eUFFOf;RT6, I/2 N -LED ON, TOF �RAIL/: GH'. C D ON TH EXTERIOR STRUCTURAL GRADE FIR ICDX WALL 5E THE 6 E WORKING ALL )ZE L 15TE,51ZE 15, eHEATHING, FACE GRAIN FEI;RFENDICULAR TO D R S.I. eTE,EL REINFORCEMENT &HALL CONFORM TO .�&.T.M. (o CED .HE IC HT -ED HEIC:;HT THE IN ACCORDANCE WITH T,45LEe a2-4,31 AND THE ItCALAND HEAT ING eU15CONTRACTOR5', GAIFACITY FLUM5IN 6L,45!5 -ON GROUND SHALL 5E 1,4AND SECTION a24 OF THE MA55ACHU5ETT5 5UILF-)ING FLACED'10/10 (MIN.D 1,4.� 10 F Go EET E3 NPOR.C. F-) WITH &X& IC Da E DE.E ARANTBE WELDED WIFE F,451;P 33,000 L55, -M,413i OeD�_ 3 IJ/211 DIA.4 D14 AD:, ALL , NFORM TO .&.T.M. laE�, AND 4 I-)IA. 10 FEET .41,000 L55,INFORGEMENT 'AND SHALL CO FOR 4' 112 . 1 "' , 11 DIA, rol,000 L5e. :;ER 11/2 10 FEET INTERIOR WALL5 TO 5E 2X4 3. ALL EXTER101'R AN DIA MINII`�l OF, ONE eF:>ACE: WHIGHEVER15 LAR 7(o,000 L5!5, 10 FEET E WIRE'D TOGETHER., 0,C. UNLESS OTHERWISE NOTED. D 1A.& 00 THE 0 3 11211: 10 FEET S1,000 L5e,12 .�.ALL CA&IN Nr�� TRIM ON THE &6j,F 10;f= ficity' ONTINUOU' .--'ONNECTIoN. OUATE WALL RE51eTANICE TO RAC<NG' IN DESIGN THE E CALLED FOR THEY eHALL 5E ET-,41L- :. TH LF5OARDe-- ANE:) :CONTINUOU5L,Y, Of;,=NER5 AND LAFFED AT ROUND G FROVIDE AIDE D HIGH 5TFENGTH, Jennifer Drain CONNECTION 5OLT6 TO 5E 3/4 DIAMETER Ff��T� E �U L 4.5 T.M OT IeGONTIN 5Y COFNEf;R WINE)dDL�*E I 11 K' I�' i I�.1, - � NEICEj5&ARY eFL OF, HOO<EC) AT D UOU�5 ENE), FfROVI 1 5 Cordage Terrace TRUCTURAL 5PEATHING TO FLATEe. 325.SHALL 5E 40 5AR' DIAMETER�5, UNLESS OTHERWISE .-ONNECTION' X, LP�PF TS t6E 4,57.M. DE MINIMUM OF 2 5OLT5 FER Plymouth MA 02360 U F CONNECTION, UE 1/2'' MINIMUM GAF FLATE OR 5A, 508.789, 6�R -%&HOWN,WELDEi 0U4TE 5! FLATEE FULLY WELDED ALL L4;T It L L ROUND. AT COLUMN& WITH .eT�5 ND/OR -IFIED IN THE SOLID 5LOCXING 5ETWEEN JOI -IL E ROVIF-) F LET WELD, OF, e OTHERWISE eFEC 0"RING inf6@i,,archiplicity.com DOU5LE ALL J015Te UNDER EACH FAFTITION.10 IN&TA i LLATIO EINFOFGEMENT SHALL COMFLETED, FEVPNT A Y z! ' _el FETY' ANF-) WEATHER FROTECT 0 N OF,R 5 FZ ERIOf;,D EDuLED IC 0 N G F:E T E' 4 F_),4MAGE THE EXIeTINr;; ' iNT T LEAST 2-4 HOOF,& FRIOR TO 5CH.,STEEL. H 5 Y _AeT##--IIA�4,VE TH CEMENT. NOTIF DESIGNER OF COMPLETION AT LF FLA :UeT- INHI5ITI.VE F'RIMER 4. ALL STEEL SHALL HAVE. THREE COATe OF F,PAINT AT DF. RUST I 4 HOU ro. USE FULLY NAILED METAL CONNECTORS (TECO, AIN dw I Mail * Ir nd EAM HAN(��;EF16) WHEN F,41NT. TOUCH UF LL WELDe, SCRATCHE5 0 f:,:D 5IMFeON, OF, EOUAL, JOI&T OF,' 5 2 FIR ;TO SCHEDULED CC�IFLETION E I-); I 'FTER THE ,EFEICTION.FAINT 4 JOI&Te OR 5E,4M FRAME INTO OTPER .JO16Te OR 5EAM, etCRAFE5 IN THE IE R,_T mom ON, R FOUNDATION WALL, 4111IIIIIIIIIIIIIIIIIIIIIIIIIIII11d d1woumeft or Portion 1-3 �FLACEMENT OF :.GONCRETE FOUR5� f:�O 100"w"v be u"w in dr%.Wmv or `G: -eHOULF-) NOT EXCEED &O FEE , ti w ofto than Vot CE I,- -:IN D E 15EAMe� "FACE& (OTHEF ,THAN e�, W -T 5UF,AN[:)BOLT ED C-ONN 7o �O� ',;41: ELD ALL &TEEL CONTAC, �W=h; 41111111111tigpw Without UjE_ A5 4, 0�1-E3 T IN ANY L L ;A F-),, F SHOULD HAVE VERTICAL 211X411 <EY wittm ED GONNEC;TION&) WITH A:CONT INUOUe I LN L jg,� aCEnREA[)Ye TO RECE ROUGH ,WINDOW OFENINr--;S UF-70 3 FEET. USE 2-2x(o. A=1.0t"V SOLT ONTINUOUe REINFOF,CI L FLIE 16MOO TH M N(�i; (40, E5AR DIAMETER MINIMUM) . . WEL FROM 3 TO (o�IEADEf;P, 5EAM,_C -F E FEET USE 2 -2Xa HEADER (MINIMUM) WELI:).OTHE FW.I SE 15HE GH THE-CON5TRUCTION JOINT. ,FIN LfIN 6'. F� IFIED 16SUE FOR 5E 0 NE�) TWO FACES� WI 0 AT�' M5 AND FROM TO a FEET USE 2XIO HEADER 5EAM5,XICEFT 5 NOTED OTHERW15E 0 41,NT, SHALL 5E. COLD 5ENTIN N THE FLANS OF-L-L. REINFORCIN'T� ROFEF RADII EeT,45LIeHED 5Y CON5TRUCTION LEVATION5..THE MERIG AAN ,IDOCUMENTS F7_AT G, .'�/ENT I L FLUM5 G ELECTRI NE:� , NDIT:ION5 ,,�HALL HEAT 5 NCL�UDED �JN:TH.Ie t�,:�PNCRETE INSTITUTE. UNDER NO GO '5 TO E�, 05TAIN E3ENF-)e. ALL FRAMING TO 5E INSTALLED IN CCORDANCE WITH I-XI!5TING' 5 I Y5TEM5 HOULD'. 13E�: MOE)IFIEF-) AND XITEND� TO ITHE M,45�5AICHU, ETT5 5UILDING CODE RE0UIFEI`-1ENT&THE ,CONTRAGTOf;R'5 INCLUDE. THE NEW ICCNTf;,ROL JOINT5 IN STHE USE OF, "ET NAME 5Y THE FCHITECTURAL GRAFHIIC STANDARDS le WO AND :TO ,C -ONTF EDE THI IFTH 4ND GENERAL F RA M I N r--:; FF,4CTICE 45 DETAILED IN �RE eFONe I F-5[L I TY, FH,45E,.OF :,THE 7 TRoL, CRAC<NC:�. : '&AW CUT TO F-)EFTH OF ONE-F Op_�' THE IDEFTH OF THE ,eL,45, MAXIMUM e0UAF,:)E= FOOTAC::;E NOT G T 0-,F,INAT L �RAM&EY ND eLEEFER.�EXCE=E 0 R 0 e0UAf;RE FEET. "HECHANIcAL AND. ELE,c�t'eU ONTRACTO 'U.FE f.=ERM1T&. AN R& MU!� EC S, . ALL WALL 5TUDS TO L IGN: WITH FLOOR JOIeT Bamstable Bldg. Dept.:OF,47�AFFRPFRIATE FHAee6 HE WOR FDAMFFOOF ALL FOU .5 5ELOW GRADE.NDATIC. N, WALL 5ROOF, RAFTER,5.'CONTRA I SAFE APPi-oved RAL GTOfR' 8H!4L L: NOT IFT by:L OGAT ION -A . L: UNT:)EF;ZtS;ROP I-) UTILITIE5 FRIOR TO -I GROUT.TO 5ENON-5HRINK AND NON METALLIC; WITH OF� L -III it 4CALK N/A Pei[NIMUM COMFRE5eIVE STRENGTH OF 5 10. THE GfRO55 W,4LLe AND TIE 5EAM5 ARE TO FROVIDE THE -------- 51 AT 2a/00.0 I=, -OR THE , 5UILDINC;;AND SHOULD BE LATERAL RE6TF,AINT ISE "IF I VE eTAIR C OUT OR EOUAL,)AY5. , U F IPAM 6.1-11 ' ELECTfRIC-,,4L,�'C;ONTf;R,4-CTOf;R T COOf;RDINATE-,_WITP 0 N�R; ECURELY TTACHEF-) AT AH END AND THE EXTERIOR. JLD VVAW DY :'TIN(fi THE 5TRUCTURE 45OVE THE FOR LOCATIONS G�U4qTME5.0F ALL NEW NDA WALLe, FO&T& eUFFOF, RED TO FROVIDE LATERAL L_ITEI"*,!16' ,5UCH 45. DUFLEX,RELOCATEID ITO 5E FULLY eECUR 5T FLOOR "ET NO FIF A RESTRAINT.EF F1'&�:: TELE C)OUTLET,5 .e- IN7 EXTERIOR),IG FH NEt \,�\A OF A44S FU' Ef;R ,eT.ATIONe Ti 1,�PN6, L,:OM T JACK& C DOMENIC W.E T(INTERIOR ND :EXTE , (UP DeANGELO STRUCTURAL No.35062 G IST IST 6:L I