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Home My WebLink About0101 SPRING STREET lDl en na Application number Fee .................. ........... ................ STA Building Inspectors Initials.......... .................. Date Issued.................. ................ Map/Parcel..... 6.5;p �........................ TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING[WINDOWS/DOORS/TENTS/STOVES[WEATHERIZ N PROPERTY INFORMATION Address of Project: A/ 4 ,9 7, ''-AW NUM ER STREET VILLAGE 1��, Owner's Name: 7Phone Number Email Address: Cell Phone Number Project cost$ 'L/Oy Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner Signature: Date: TYPE OF WORK 0 Siding 0 Windows(no header change)# ED Insulation/Weatherization Doo (no header change)# Commercial Doors require an inspector's review 4JI�oof(not applying more than I layer of h' gles) Construction Debris will be going to % CONTRACTOR'S INFORMATION Contractor's name 77; 4—y%/,I5 Home Improvement Contractors Registration(if applicable)# (attach copy) Construction Supervisor's License# (attach copy) Email of Contract M4S r- r-A 4 Phone number .()Y" 6��t- ALL PROPERTIES THAT HAVE STRUCTU#iS OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC.DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. APPLICATION NUMBER............................................................ *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X , X X Additional tent dimensions can be attached on a separate piece of paper.. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No .Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9:30 am or 3:30 pm-4:30pm. Commercial events may require Fire Department approval. *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number 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 required by 780 CMR and the Town of Barnstable. Signature Date APPLIC T'S SIGNATURE Signature Date All permit applications are subject to a building official's approval prior to issuance. TUHUMAS HOME IMPROVEMENTS r FIB. 508.328.1633 Exterior Remodeling Experts ; BW Web: www.thomashomeimprovements.net Fully Licensed & Insured P.O. Box 177 Construction Supervisor Lic #99913 Centerville, MA 02632 THOMAS HOME IMPROVEMENTS PROPOSES TO PERFORM THE FOLLOWING WORK: Location of proposed work: Terisa Diniak 101 Spring Street Hyannis, MA 02601 Date on which construction should begin: June/July 2019 The homeowner hereby acknowledges and agrees that the scheduling dates are approximate and that such delays that cannot be avoided by the contractor shall not be considered as a violation of this contract. The contractor agrees that when such delays become known to the contractor,the contractor will advise the homeowner as soon as possible. The homeowner hereby acknowledges that in certain remodeling work,the demolition process may reveal defects in the existing structure which must be repaired,creating additional work which may need to be carried out in order to complete the work described in this contract. in such case the homeowner agrees that the duration of the work and the schedule date of completion may differ,and that such variation is not to be considered a violation of this contract. Cost for labor&Materials under this contract: $7,399.00 Install of GAF/ELK Timberline Architectural shingles(Limited Life Time Warranty) In the event that while stripping the roof we find rot that needs to be replaced,the homeowner then has to agree and authorize any replacement or restoration. Then in addition to the above contract price,the homeowner agrees to compensate the contractor for any repairs or restoration at the hourly rate of$65.00 for a carpenter and$45.00 for a carpenter's laborer,plus the cost of materials. Thank You for Giving Us the Opportunity to Help You Improve Your Project roTIHOMAS HOME IMPROVEMENTS In the event that while stripping of t needs to be replaced,the homeowner then has to agree and aut iz anyyJ��e�Pla ment or s ation hen in dition to the above contract ii"110 of OWN r KXi� �+��price,the homeowner agrees o compe sae a con rac or any pa rs or restoration at the hourly Wall Web: www.tl5 i11 @ idMWt@!rip}d$45.00 for a carpenter's laborer, plus the cost of materially Licensed & Insured P.O. Box 177 Construction Supervisor Lic #99913 Centerville, MA 026.Uof to be stripped and cleaned of all old shingles and debris -Roof to be papered with weather watch leak barrier,Synthetic roof underlayment,and installed with Timberline architectural shingles using galvanized nails. (Storm nailed) -All new 8"drip edge and pipe flanges to be installed -A 10 yard dump trailer will be needed on site;and will be removed at completion of the job -Contractor will be responsible for all building permits needed at the property NOTICE REQUIRED BY LAW With the agreement of the contract$500.00 of estimate is due. Further payments under this contract are as follows: 1/2 of the estimate due at the start,and remainder due at completion of the job. Balance of all materials and labor shall be payable in full upon completion of work described in this contract. Payment as agreed upon shall be made when due. Any payments which are delayed shall be subject to a finance charge of 1.5%per month. The contractor warranties the workmanship completed under this contract for a period of ten years from the date of completion. During the stated warranty period the contractor shall be responsible for the service of the repair or adjustment, but the contractor shall not be responsible for the normal maintenance,repair due to abuse,misuse,and or normal wear and tear,which shall be the responsibility of the homeowner. All warranties for the materials supplied by the contractor shall be passed directly to the homeowner. The homeowner may be required to register or mail in such warranty card or evidence of ownership in order to activate such warranties. Homeowner failure shall not create any responsibility for the contractor under the warranty provisions;the choice of repair of replacement shall be at the discretion of the contractor. The homeowner acknowledges that the form,content,and notices contained in this contract are intended to comply with the applicable portions of the Mass.General Law Chapter 142A, and regulations promulgated there under. In the event of any instance of non-compliance,only such portion shall be invalid and the remainder of this contract shall be in full force effect. In addition,any such portion not in compliance shall be read and interpreted so as to have its intended meaning to the maximum extent allowed under such law and regulation. Signed as a sealed instrument on this date: Date: Homeowner , U Contractor Thank You for giving Us the Opportunity to Help You Improve Your Project J;U01"ll - E . tag � rryl aS9Z0,�: dW.3ll1/12131N33¥ Aa 1�It7;W1f N►1LON 6fifr *S1/W�OH11/.A0211. OZOZIf £L6660-1SSZ R11eloods a� " sPlepueSb4o►tUoO ajnsua suo►;eln a�6wpi�n8.jo pieog ` l leuolssa;o�d;,;o uolsEnr. sJiasnyoessew;o 4liearow a otuuto�. _ ��¢-: C�ianznzanruerr�(�n�C'>f��cza.,ac�ulellls h Office of.Consumer Affairs&Busyness Regulation HOME IMPROVEMENT CONTRACTOR i egls4retlon valid for indi#ool us®only :TYPE,Cproora on lift 0 the expiration dida., bund return to 9 Office of Consumer Affairs:and Business`Regulation 182 y }06/08/2020 ; One Ashburton Place Suite�30x ;: TROY THOMAS HOfdl 1NdP (NENTS,INC Bos%n,MA 02108 4) ` TROYTHOMAS 4 NOTTINGHAM CENTERV.ILLE Mq 02632, `f :NOt al fi wtthout'signature Undersecretary f CC?l�L7� �w Cf �F�CM� OF L�[Qif.i f I fN.�U �LiE o1►7E�BA'YyY1 TM CEIM iCATE IS M KIM AS A T 18R S�BIFOt�11T�N.ONLY Attu 1t�'R UPON THE CtB ICATE'i#N�tEt,Tt CEfiTtFtCATE DOES t+t01' A1:F11G1tA Y OR 1tI�ATIt�LY:At , EXTED CiR ALT�t TtaB,tilt1AE3 :`A B1f THE`POi BELOW. THIS CERT1 MATE OF =a CM NOT COMM HE A COWRACT BETWEEN t '1M iS8J M3 Mom,Atf REPRE�tTATNE OR-PRO THE SATE tom.. WPORTANT: B the antraft lroldsr l6 on AMIMOMAL WORK to 9-0:; AD AL NOMMI lilt a bs mod. If SUBROGATION IS WAMD,su*t t h ft WM Md: of the poor,ern:f nil. I Msyf9qWft%anSrAW9SM9iiL #ft gam dots not confor to 60ell -11~11lusuatsuch PRODUC41R .ot Made&jkta ir>s fw=Agency,U.0 1 5� 7- 128 -2781 404 Main Stt M ' .om C nWvft,MA 02832 Neun>£o , Thames Nome Irrnts µC PO Box 177 Cent9fv te.MA 02632 COVEMOES THIS IS TO CEIVFf 1HAT Tim POUM OF Ml IJIM CE UBTETf OWHAVE BMi TO' POLMY PERIOD INDICATED. NO7WATIMANDING ANY .Ttt18A OR 1 OF MY CONTRACT OR QTI �f WITH: ."T TO WH1E2�f"M CERTIFICATE MAY I E MUED OR MY A>ai"" IRAWM AMOPAM BY D. DES PIti�N IS SWBJECT TO ALL T1E T�IAS, EXCLUSMS Ate CONDIMNS OF 8tXH IUAWM mom MAY-NAM MMM REOiIM BY PAtD tdA6fMS. 1YP@CVDMU.AllCd ML NIn1B CLAS64uCE Q o m 1t1Q t100 5 000 . A N 2WIX1416 KM UWAPM"MR GM e.1 x micy C3I= > � ;A8r3 tloo AUTOMOGULIANUff r AW AM 606i.Y RlI wflA powo a HIMONLY AVTa8 I . YALIUI�'(twaoddrN S AUM ONLY AV=OKY � ti i "NoRE.i u" a i E un NIOM�COlW0IAI1TIt�l -Do Emma AND�LOYBRe'LlAB9l11f 000 A FYI I IA N 2001WOM 5101=9 6f01f,'�20 1-2 Lim I � � 1 1 "Imaddoy In N aymm.uaer 1000 i f DEIONOP1f�tLOCA7t0t1A/YIBNCI.�WARD'f91�AACroepHbMlbl�i/4�atl1Yd��UMlt�prMhl�dAd) Carpentry tnauranoe oov s ! b tturns. .. ►o> ar and 88 wnmbw in the ceriifl "of Itlslsa m tlhatt be deemed to have>Iftw,w ved or, 'ft comw Pvdm by the Po"Pv*wm- 1 i 010"AMY OF IN AIRM=MJM IPMICM BE COMM BEFM Tti1E 9~7101 OATS TMMM, M= VM-L It DEMO= Bt Town of Ownst"Buffing AcCoMmM VM IM PWLIM PROVISMIM 2W Malt Street - 1 _ ttutnoleltlm ee ►nve .. MADMI Fax Entail: i 018SIr 1ss ACORb COM ORAMK AN rWft mswved. ACORD 25(Zg'GM3) { The AOORD turns Mid bp we M§bWW tt otACORD i The Commonwealth of Massachusetts _. Department of Industrial Accidents 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/Organization/Individual): 1,0W1,f ✓Kt o_ Address: ��6 6®X ii City/State/Zip: MAob U Phone #: Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with 4. I am a general contractor and I have hired the sub-contractors employees(full and/or part-time). 6. New construction 2. 1 am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g_ Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp.insurance.: required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. 1 am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13. Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: n-ds,t . � . 4!'o 0v Policy#or Self-ins.Lic.#: ,000 �� Expiration Date: Job Site Address: I City/State/Zip: 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$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify er the pai s a penalties of perjury that the information provided above is true andcorrect. Signature: Date: t-o'U`aUl Phone#: Of 31-0 /6 3r 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.Plumbing Inspector 6.Other Contact Person: Phone#: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3(,.,U Parcel Permit# C G�1�� Health Division 'ABLE Date Issued Conservation Division ZC)VIOlk 2 Application Fee Tax Collector 0 /C Z e Permit Fee Treasurer �� `�lE;> ��% 2 !o/ 2�(a Z Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address - I d Village Owner T<r-eSA A k Address Telephone C 71?0 T'?8 -9 q9l Permit Request s JCC eA' , J34T-" ewA Leo! )e pe C L L 1) f 1( 15- V Square feet: 1st floor: existing--7,3crl) proposed 'R76 2nd floor: existing — proposed Total new 1104 Zoning District Flood Plain Groundwater Overlay Project Valuation 57!�'b w, Construction Type Q9 co cl Lot Size62J3_ArM Eqq? ajr. Grandfathered: 0 Yes Ll No If yes, attach supporting documentation. V Dwelling Type: Single Family 4_ Two Family U Multi-Family(#units) Age of Existing Structure 0 Historic House: El Yes On Old King's Highway: L)Yes Basement Type: VlFull Q Crawl U Walkout Ll Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 73 0 Number of Baths: Full: existing 9 new r Half: existing — new Number of Bedrooms: existing— new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: (1116/as Ll Oil C3 Electric L)Other Central Air: Ll Yes roFireplaces: Existing New Existing wood/coal stove: C3 Yes �_ N o Detached garage:C3 existing 0 new size Pool: El existing Ll new size Barn:U existing Q new size Attached garage:Q existing Ll new size Shed:Q existing U new size Other: Zoning Board of Appeals Authorization Ll Appeal# Recorded El Commercial U Yes Q No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name-i7-Wm-fe5 k-r5j G S l Telephone Number (S-08) 7 71-,A1&, Address /8-5 .64°zzy0w1 De- License# 006(,S' 3 C,3 Home Improvement Contractor# Vq Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 12 SIGNATURE DATE /0 Z�40 12-- FOR OFFICIAL USE ONLY PERMIT i O. C t DATE ISlSUED 4• MAP/PARCEL NO. ADDRESS VILLAGE —OWNER y k DATE OF INSPECTION: FOUNDATION /mod YI C`�x 6 fo /i1'J G - µ FRAME INSULATION U FIREPLACE , K ELECTRICAL: ROUGH FINAL 'y PLUMBING: ROUGH FINAL GAS: ROUGH FINAL R.1 FINAL BUILDING �u f ! r DATE.CLOSED OUT r _. s rf xl ASSOCIATION PLAN NO. - -� k Tr.,..... r.. °FIHEr° The Towns of Barnstable . BAINSTnBce, Department of Health Safety and Environmental Services 9 NASS. e pfEO MAI Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: //N/,V--k Map/Parcel: I;tV> Project Address: �Uf�r� /mil >/�. -11Y1/ Builder: Ch<�2G S /gL-2 .S/eS The following items were noted on reviewing: r 7 l Pao//0"'*4 Sl�i�1�Jr�nS l��E��G�.��a �o/z `//mod'; ,�UAnP3il-e,- i• 1'�1<<'t 1)&w<; 01rg1W 1 i- Din 57- 13i� r X, Reviewed by: Date: Jb o2� 6 q:building:forms:review The Commonwealth of Massachusetts - - - Department of Industrial Accidents - - Office o%lnyestigaiffans - 600 Washington Street Boston, Mass. 02111 `j Workers' Com ensation Insurance Affidav4M / Voi '.. location - / city ❑ •I am,a homeo r pexf=aing all work myself: �am a sole zo rietoz and have no one worn in ca aci�y Met %/%///%///%///%%/%%/////%�/%/%%/%%%%/% for ti zap 7:< ? ensaon r5 CO ; {:i:} C:;::4i:.;;:3<:5i sR•`;:{'�< :'t;;::$.•:j;•:$}# $r$:;..:, :.y%}%:p•;:}ti;`% ryr::;'r`•:;c#: e _ roYldln wOT1Ce P.n a•t.R7:?: : h:: >ss7.:::r}`••:>#•.••.:v:.: :•#•: ^3£ ~ .3;.}•{i., e 1 r P s. 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Q11 r ....;{..:•r....unr•^:::r.:........:5.... :{':•?'v;?:,:-r:•i%'v%Y??::i::•::•:.:u:r.4::::::::]:::n::•:1..;:•.;;v.,.: {•: ..... �� .rr.:.;,x,.Y::i::a$::.]i•.�•:r}'r'::•:CS•7}?.:..:-,:i•f }.:.;....::,,,}.::r::.r:r x•r:r::...n;•:•:n•n•.�:•.{:!•$:?•}}. ///r s<$:p:.j...:.7:..:.:,:. 4::::::n•..S•:r:::::..:.......... enalties of a 8ttenp to S1,500.00 md/or Faflure to secure eovetate as requiredunder Section35A of MGL 152 canles3 to the imposition of crtnuialp rlsontnent as NcI1 d�penalties in the form of a STOP WORK ORDER�ge�n��1 n00 a dap againstma I�dersiandfhsit a' one years imp ed to the Office of Investigatigns of the DI ror copy of ads statanent may beforward . + o er u that-the-information raslided a -ve-islu and coirect en -f-p. 1 rY_ p - I da hereby eertifyu • Date ' Priat ��D S PSione none r.t. us a only do not write in this area to b e completed by city or town oMdal - - permif/iicettse# OBullding Department town: QiB OMc5 eontactperson: Information and Instructions Massachusetts General Laws chapter�152 section 25 requires el0y erson,the servicers to provide ers comp ens ation,for of another under any their ees._As quoted fromtl�e `Law , an employee�s r3'P . of hire,'express cr imp a or or er is defined as an individual, ljartaers , association, corporation or other legal entity, or any two or more of An employ mP aged in the foregoing eng a joint enterprise, and including the Legal representatives of a deceased employer, or the receiver or ,partnership, association or other legal entity, employing employees. However:the owner.of a . - trustee of an individual . three apartments and who resides therein;•or the occupant of the dwelling house o dwelling house having not more thanepair work on such f another who employs persons to do maintenance, construction or rtbe deemed to bean or on the grounds or building appurtenant thereto'shall not because of such employment _ L cha ter'152 section 25 also states that every state or local licensing agency shall withhold the isasuanci 6 who has MG ps or to g y pp of a license or permut.to operate dence of cornenewal busines ]once with the insurance cov rage r qu red, Additionally,neither the ' not produced acceptable evi P 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 in the workers' compensation affidavit completely,by checking the boxthat applies to your situation and pply�g company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The'affidavit should returned to the city or town that the aanppli application ePe nit theo`la license_if yQu being requested,not the Department of Industrial Accidents. Should you have y questionsregarding ' a workers' cAmpens fi ,r polioy,please call ttie Depai:tmeat ante number'listed below:. are required t6 obtaazn OEM City or.Towns ' please be sure that the affidavit is complete and printed legibly, The Department has provided tspace e a e at the li onto Pleaottom se, affidavit for you to fill out in the event the Office of Investigations has to contact you reg ding pp fill t}ie.pe�utTh�cense iiiiu�ber wli 6willbe us6d as a reference m-1m—Ber.�Tfie affidavits may ie'r - ..... a. be sure to ?n , s '`ements Have been Diade ' , .r ti the Dep errtb or FAX unless other arrang. ^,,,,.• The Office of Investigations would like to thank you in advance for you cooperation and should you have,anyjquestions, . 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 ' - Otflce of inYestlgat[ons . 600 Washington Street , = ' Boston,Ma. 02111 , fax#: (617) 727-7749 ii. (617) 727-4960 eat. 406, 409 or 375 ZHE Town of Barnstable Ip��O•� Regulatory Services &UMS MLE, ' Thomas F.Geiler,Director 9 KAM. 39. a Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 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. /� Estimated Cost Type of Work: /�-dd-r� Address of Work: >s Owner's Name: r S Date of Application: / 0 ` , I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACCESS COT THE AR APPLICABLE PROGRAM OR GUARANTY FUND UNDER MGL E 142A. ACCESS SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 4 Contractor Name Registration No. Date OR Ovrmers Name Date ,. RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 3 square feet x$96/sq.foot= 3 C% q` x.0031= plus from below(if applicable) ALTERA.TIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x .0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck �_x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee `1 projcost LOT 13 BLOCK B i ^,q 903s, 5,447f SQ. FT. �o 0.13f S r I(� • i T . P f\ O l JOB# 02-136 CERTIFIED BUILDING PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT PREPARED FOR: LOCATION : 101 SPRING STREET HYANNIS, MASS. AKRO ASSOCIATES SCALE : I" = 20' DATE : MAY 11, 2002 REFERENCE :. PLAN BX 37 PG.77 ASSESS. MAP 328 PCL 23. I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE OF . GROUND AS SHOWN HEREON. ��PLIH M !q ARNE off. 508-362-4541 o H. \ fax 508-362-9880 OJALA d No. down cope engineering, inc. `. r CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 DATF RFf,. I AND SIIRVFYnR r Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:Addition&Renovations CITY:Barnstable STATE:Massachusetts - HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 10/18/02 DATE OF PLANS:08/20/2002 PROJECT INFORMATION: Teresa Diniak Residence 101 Spring Street Hyannis,Ma. 02601 COMPANY INFORMATION: Chuck Paltsios Custom Builder 183 Longview Drive Centerville,Ma. 02632 NOTES: MaCheck by Cape Cod Insulation INC. #3160 COMPLIANCE:Passes Maximum UA=99 Your Home=84" _ 115.2%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l:Flat Ceiling or Scissor Truss 204 38.0 0.0 6 Ceiling 2: Cathedral Ceiling(no attic) 212 36.0 0.0 7 Wall 1:Wood Frame, 16"o.c. 518 19.0 0.0 27 Door 1:Glass 20 0.310 6 Window 1:Vinyl Frame,Double Pane with Low-E 53 . 0.360 19 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 400 .19.0 0.0 , 19 (Boiler 1:,82.7 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable I Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be nogreater than 125%of the design load as specified in Sections 780CMR 1310 and AA Builder/Designer- Date `yf MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release 1 a DATE: 10/18/02 TITLE:Addition&Renovations Bldg. I Dept. I Use I ' Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] I 1. Wall l: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] i 1. Window l:Vinyl Frame,Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ j No Comments: I Doors: [ ] I 1. Door 1:Glass,U-factor:0.310 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: , 82.7 AFUE or higher Make and Model Number Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: L Type IC rated,manufactured with no penetrations between the inside of the recessed fixture I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I Vapor Retarder: f [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1_ Duct Construction: [ ] All accessible joints,seams,.and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation - instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches bYPipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 -1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) f i Board of Building Regulations and Standards HOME RAP•ROVEMENT CONTRACTOR R 14644 EzlStrakon 1.0/8/03 C PALT510S BLB6�& ElG1Qflt=rlN �HARLES PALTSIQS � A*� 183 LC)NGVIE�V DR"i ---r' Z2, C.E'3} '4:`d!!LE,MA,02632 Administrator T BOARD OF BUILDING REGULATIONS License CONSTRUCTION SUPERVISOR NumberaCS.1. 006653 Birtltdate-6122/11944 F Expires09/22/?�003 Tr.no: 3784 Resticfeit 04 CHARDS G PALTS.IOS - + 183 LONGVIEW DR w I CENTERVILLE, MA 026 2 Administrattsr' i lG/ s' A S< t 13 . j Uniformly Loaded Floor Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 5.05 By:JAY M. , SHEPLEY WOOD PRODUCTS on: 10-25-2002 : 10:49:03 AM Proiect: PALTSIOS-Location: M BEDBEAM Summary: > 4K 5.25 IN x 9.25 IN x 12.0 FT /2.0E Parallam-Trus Joist-MacMillan Section Adequate By: 165.8% Controlling Factor: Moment of Inertia/Depth Required 6.68 In Deflections: Dead Load: DLD= 0.09 IN Live Load: LLD= 0.13 IN= U1069 Total Load: TLD= 0.23 IN = U638 Reactions(Each End): Live Load: LL-Rxn= 1200 LB Dead Load: DL-Rxn= 811 LB Total Load: TL-Rxn= 2011 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.51 IN Beam Data: Span: L= 12.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 25.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 2.0 FT Floor Live Load-Side Two: LL2= 25.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 6.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 200 PLF Beam Self Weiqht: BSW= 15 PLF Beam Total Dead Load: wD= 135 PLF Total Maximum Load: wT= 335 PLF Properties For:2.0E Parallam-Trus Joist-MacMillan Bendinq Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2985 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 290 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 6033 FT-LB 6.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2011 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 24.25 IN3 S= 74.87 IN3 Area(Shear): Areq= 10.40 IN2 A= 48.56 IN2 Moment of Inertia(Deflection): Ireq= 130.30 IN4 1= 346.26 IN4 M L 43 r` Uniformly Loaded Floor Beam[99 BOCA National Buildinq Code(97 NDS)I Ver: 5.05 By:JAY M. , SHEPLEY WOOD PRODUCTS on: 10-25-2002 : 10:43:39 AM Protect: PALTSIOS- Location: DINIAK DINING LIVING BEAM Summary: 5.25 IN x 9.25 IN x 13.0 FT /2.0E Parallam-Trus Joist-MacMillan Section Adequate By: 86.7% Controlling Factor: Moment of Inertia/Depth Required 7.51 In Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.22 IN=U701 Total Load: TLD= 0.35 IN= U448 Reactions(Each End): Live Load: LL-Rxn= 1560 LB Dead Load: DL-Rxn= 879 LB Total Load: TL-Rxn= 2439 LB Bearing Length Required (Beam only, Support capacity not checked): BL 0.62 IN Beam Data: Span: L= 13.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Floor Loadinq: Floor Live Load-Side One: LL1= 20.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.5 FT Floor Live Load-Side Two: LL2= 20.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 7.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 240 PLF Beam Self Weiqht: BSW= 15 PLF Beam Total Dead Load: wD= 135 PLF Total Maximum Load: wT= 375 PLF Properties For: 2.0E Parallam-Trus Joist-MacMillan Bendinq Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb' (Tension): Fb'= 2985 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 290 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 7926 FT-LB 6.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2439 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 31.86 IN3 S= 74.87 IN3 Area(Shear): Areq= 12.61 IN2 A= 48.56 IN2 Moment of Inertia(Deflection): Ireq= 185.43 IN4 1= 346.26 IN4 v t .. 10-.,`, �FIEL7J:V'E21FY _.._. ....,. .... .. ..'....' .. IEW Y'EZIi=Y S - i DEMOLITION NOTES _ n lOf IS Btoq:K'6 SCOPE WORK: n Ikhe Building s door and 6areaway. 2. Existing exterior deck and outdoor shower enclosure(optional to reuse this to save vs.new construction). 3. Windows where i .....,yN - - 2ri32 . .. ( r.M _- 76 _ .. Shingle siding of entire4. Exterior walls house. existing kitchen door. - E;Y�t. g4; 5. S GmFJ-:lE'K _.9030"c'f9 .30. 55 11 n ________ '-F-7 -_-, _ 2•<'r , 7. Any of of entire house ` Roo �� - �' �I' 7 Any other appurtenances,exterior fittings or fixtures that must be removed 10 t.t 14jt accommodate new work. ` tBuilding Interior Removals: I � .:£X 2'rraKr:.. >,,, icated on plans. a- ... .,. n where i ds� and as 1 Z ired m.ar es ebeo e altered`,Disconnect)andnemotveeplumbing rh«gings. and fixture in existin bath and kitchen sink. __—_—_ ____ _ ____- __ _ _ _ .. ..._.-__. .. move bedroom ceiling finish. I Pet zy9y.- 4. Remove floor finishes in Master bedroom,kitchen and existing bath. �. WIN 'Aw lJSVf� SPLp,S f{ i � �c I - p tp0` �, 5. Remove wall finishes only as required. 4'�PcA�ti O'a-tAT4'. _ I` 97 b, G. Remove existing kitchen cabinets and countertops. to be relocated. -----_. - - F h I b 7. Remove any other f xtores,fittings,trim or other elements s necessary to e Q „ --- - removed to accomplish the new plan and finish of spaces. " 2 MATERIALS TO BE REUSED I --- V A, Windows and Doors to be reused shall be removed careful) to prevent \ \ T damage and stored.in a protective manner until reinstallation. Trim shall be oved ----_ ----- -'— -" \ i _ B. Kitchen cabs eny may be reused at Owner's option. Countertops will riot be '9G".f e ..c',:12'7 3.6G:_-':.: oy,,.:D.W.::.k-.F.. _,�.. . -.EJ(3y CO{•.t-�Q:"EX',21i0c EX:ls-AS"3o ......21.DEy ...:::: 3E:°R .5P. "' r.�6 R;.<„:::. 'i ra' reused. Co'oec:.w/awl&4' "Vi,61T "µ. ....,, ..._.: (._,:...,.: ............. _ ..__... .,.....,, ......,.., .. ...... ..... .,... ....... _ .. �..- A. L materials'removed that are not to be reused shall be placed in bins or t- RANGE 5n {��'_(C(gIENIcF`If _ DISPOSAL containers and removed from the area of construction daily. Materials shall _. __ ., " 6A9ECnEN'r dispose and legal'manner. � G D .__.. __..p he d of in a safe O _ - �'„ (v=o" B. The site shall be maintained during demolition operations in a safe condi- tion,providing necessary provisions to protect and insure safety. lta' Ar. `V I COMPLETION A. Upon completion of.demolition operations,the General Contractor shall no- Er 1 } P xQ 0 f, wuDows w/A2EA WEtL I I - -' "-' and tbecome!informed as to hiddenconditions and that determi determine alter.tions -- --- -- _ 7N. .-- to the scope of the work that may be required. NDS �6{BB I IY d o f A6V, i 4 9 i fDk'Blu F , 7n-7w x.( DErY. I Siu2 `fe DKtht+D 6c o x V Le _ .. . . ....... ' Fco�>,. 'NEVtL �`-i_�EI.� •..._., ..__. O o _ " ' G (e _�<1tJ:G.Iky14N£.P':r" -,.__.__ T. , � O i. o1: � d. _ 5 N; a I Y A4suaou`KADE� oD �1 II,UpS Ipn IZ' t'tizEnovE Deco i NI .: Or.94 f:KAVEY SASS •� Y.✓ _"W�6xU.:LFio�at'.1 .VYwt,{ - J -- .._.... 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A�' ., bore:�'.?:o°LJ2 AP )OL"5:�4?ING:Sift; YP1N15' AKRO ASSOCIATES ARCHITECTS 310:Barnstable Road, Hyannis, MA, 02601; tel. 5.08-778-6060 fax 508 778 2558: 3�t o�„„o„yMeEP I Steven:M.,Shuman,RA Alice l..Oberdorf,RA'; o2U5