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1373 SANTUIT-NEWTOWN ROAD
i Bk' 220 13' "It �� a .. - ,� - ���-•lid—Z����� 11�s•48� � L 0 P . t,: 00 e r ND USTRICTION ; V1 1f AV DIGIACONO and ROGER A.NDERSON are a the land and buildings at :1.3?3-3antuia=Newt m Road., Cotuit, (hereinafter referred to as the "Property") and being shown as 2 on a plan entitled "plan of Land in Cotuit, MA (3arnatable County) , Prepared For: Mr. Jacques Morin, Bayberry Building Company, 300 Bears** Way, Kysmis, MA - Scale 1" . 401 -Date: January 2, 1997"', which said plan is recorded in '-the Barnstable f county Registry of Deeds -in Plan gook 552, Page 45: 11 , the said owners of the Property have agreed with toe 'Town of Barnstable Board of Health to a restriction as to the number of bedrooms, which can be included in any home ?oacted' on said lot as a pre-Condition to obtaining '-a disposal Works construction permit- in compliance - with. 310 CMR ,15.000 , State Environmental Code, Title V, Minimum' Requirements , for the Subsurface Disposal of Sanitary-Sewage; 8, the Town of Barnstable Board of Health, as a pre- condition to granting a disposal works construction permit for a septic. system in compliance with 310 ' CMR 15.200, State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal ',.of • Sanitary $*wag*, and authorizing the issuance of a: building permit for the construction or remodeling, of a single family home on this property, is requA.ring that the - agreement for the restriction or: the number -of .bedrooms in any house constructed on the,-lot be put on record w_th-the Barnstable County Registry of Deeds by recording this document. NW, TEMMM, the said owners do hereby place the following restriction on his above-referenced -land in accordance with his agreement with the. TownK of Barnstable Board of Health, which restriction shall run with the laknd° and .,be binding upon all successors in title 1. The dwelling located:'or.. to be located on the property may ` have no More than► three (3) bedrooms. , 2, It is. agreed that this shall be4 permanent deed restriction affecting the Property. - 3. It It. -further agreed that this restriction will .ermindte upon the connection of ~ the ' Property to municipal- sever or when the Property is GnLsrged by acquisition of adjoining , land allowing additional bedrooms under the them applicable provisions of the said State Environmental .Code. For title `see deed from Bayberry Building Company, Inc -to ' the said owners dated Septembor 7, 2001 and recorded `with said Deeds in Book 14215,_ Page 52. -3'd IdIC11 . lei day _ Executed as a sealed inatr=ent_ tbio Y of -Apre ,�„�_ _ 2007. COMMONWLRLTH OF MRSSACM r]"TTS Barnstable, as: On this day of , 2007, before me, the undersigned notary public, _parsona ly appeared HENRY DIGIACOMO end ROGER ANDERSON and proved to me through satisfactory evidence of identification, which were Massachusetts driver's license , to rye the persons whose names are signed on the precedinq or. attached document, and acknowledged to me that they _signed it voluntarily for its stated purpose. 42� tart' nub.- My cvmission expires: �=nroNa''t,wuloyPr � N1y .20� 2 '71�� 0 Town of Barnstable *Permit# '�� Expires 6 months from issue date �7 Regulatory Services Fee _jRAMSTABM I 039. Richard V.Scali,Director e► Building Division A " Knew] Tom Perry,CBO,Building.Commissioner ' 200 Main Street,Hyannis,MA 0260 FEB 12 2016 www.town.bamstable.ma.us TOWN,.OF UF Office: 508-862-4038 anx � 0 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY ,Not Valid without Red X-Press Imprint Map/parcel Number- �o� 5. ��d � ��C� � x Property Address , lb gResidential Value of Work 3 3S Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address �'Cry lry 1)} G 1 Q Corn d 5 ELD l2o x bury /48 OZ 13Z Contractor's Name,e"arrA Co Telephone Number . -7 b 3 2& Z S o-7 Home Improvement Contractor License#(if applicable) /0 Oq 2- Email: Pt,W ►2 e \✓z c e-nfzz cc. c 0'" Construction Supervisor's License#(if applicable)' 065N 2-l0 Blklo�rkman's Compensation Insurance ~ Check one: ❑ I am a sole proprietor a ❑-I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name S � h 5 Workman's Comp.Policy#���J1�.��-1 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ' [_Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to GUe/9' Qi2o�/c�•r rtN ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc.. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: '�Y1 Q:\WPFILES\FORMS\building permit forms\EXPRESS.doC Revised 040215 /12/2016 12:08PH FAX 7813293853 Z 0001/0001 CERTIFICATE OF LIABILITY INSURANCE °"'�`�"'°°'Y'""' 1 19 16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED 13Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the polley(les)must be endorsed. If SUBRO ATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this corti5cate,does not confer dgh%to the certIflcate holder In lieu of such endorsemen s. PRODUCER NONTACT Sullivan F. Sullivan Insurance A Pr�oNe Hig reet (781) 3,26-5816 (7 61) 320-090e Dedham, MA 02026 I todd@efaullivaninsurtnce.com INSU GB NA_IC0 INSURBRA:,Assoaiatod Industries• IMURID INSUR6R8;Travelers Insurance CO_ Boston Lightning Rod Co Inc 20 R6Rc:Taurus Na_ti.onerl Insus�,>1z-c.®• Co dba George C Willard Co. !NU911RD:Star In,Isuranco Company 1201 East Street Dedham, MA 02026 EERF INSURER P COVERAGES CERTIFICATE NUMBER: REVISION•NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADO SM L TYPA Of INSURANCE POLICY NUMBER MMl J/YY IJMIT$ A GBNBRALUAe1LIrY Y Y AES1031021 6/20/15 6/20/16 FACHOCCURRENCE 5 9_0.0�000 COMMERCIAL GENERAL LIABILITY G6 70 to)-._ s CLAIMS-MADE OCCUR M60 EIN(ArW one won) $ PERSONALBADVIWURY s 1, „- G OENERALAGGRCGATE s OI—LAGGRC-_GATELIMITAPPUP-SPER PRODUCrS-DDMPIOPAGG S ,2�Q�p POLICY PR 71 LOC S $ AUTOMOSP.9.IABUJTY Y Y BA-606BX202 3/1/is 3/1/16 wRI I ANYAUTO BODILY INJURY(Per person) S' AUTOS - x �1OSULPD QOOILY INJURY(Per mclde:u) S X MII�AUTOS J X Auio WNED 0110 p S a - C 7C UMVdU.Al.fae X OCCUR Y Y 83495J151ALI 6/20/15 5/20/16. EACH OCCURRENCC t 51000,000 E(CASSUAS C-LAIM6M OE AGGRFWE S 5J000,000 DED X REIWIQNS D MORKM COMPENSATION Y WC071)5272 12/25/13 12/25/16 R VacsTAruc H AND 6MPLOYlRS'LIABILITY YIN C ANYFa0PRIFTOR/PARTNIUW.XECU71VE I �A�H Nr 1 00 OFRC{M%hW.xEoLcACm WN!A µ. .__.Oa_000 (M gdecrr4albry In NIQ F/1$E_P� ►CdtN 000 IVnOy O CRATI NRpel w 1000 F: .POUCYLIMIT s 1 000 OOO ASCRIPTION OP OPERATIONS I LOCATIONS I VEMCM (Arendt ACORD 101,AdMUenel Renuda SchWW9,If more opece B reQdred) See Attached: (', all (•.•:.••..,is r •'r.'•�.'. CERTI ICA E HOLDER CANCELLATION SHOULD ANY OP THE ABOVE DESCRIBED POLICIES BE CANCQLt.EO BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WETM TMI:POLICY PROVISIONS, AUINOF=D REPRESHNTATM6 Todd E Sullivan 61988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The AC ORD name and logo are registered marks of ACORD Phone: Fax: E-Mall: F 27re Comwomvealth of- assadlrrsetfs Department-afrndustrial Accidents r l7}fice of fmvestrgadons. 600 F{'ashingtOU,Street Boston,CIA 02111 Workers' Campensation Insurance Affidavit:Builder-s/Ciantractors/BIecti cians/Plumbers Applicant Information Please Print L ,-ffi Name(Busm =K)rganQatianfl Rddaalr Address: f3 O X 69 0 City/ fate/ sg �J 2h h-� M Mono7�'l'3 Z 6 - 2 o 7 Are you an employer?Check the appropriate box: Tyke of project{regniret}: 1. I am a employer with 4 ❑I am a genera contractor and I employees(full andfor part-ime j.* have hired,the sub-contractors 6- ❑New consiauciioa . 2.❑ I am a sole pr9pzietor or listed on the attached sheet 7'. ❑Remodeling partner- . These sorb-contractors have ship and have no employees 8. ❑Demolition w g for rY1P in an employees and Workers' °fib y c ty 9. ❑Builcling addition [No U-01 ers,Comp.insumme comp.Msuran{�l rega r -] 5- ❑ We are a corporation and its 16❑Electrical repairs or a dons 3.❑ 1 am a homeowner doing all-work of have e=cised their 11.❑Plumbing repairs or additions b myself [No workers'gip_ rim of exemption per MGL I2_ of repairs insurance requited.]Y c.ISZ,§1{4} andw6 have no . employees.[No'worlcers' 13.0 Other soap-insurance required_] 'tiny ap B=tdat cbecla box#1 mast also Mc=the sectiaab9dwshowing thenwo&ers'compenm&npolieyin5amstian- #H.amemnes who submit dds affidn A indicating they sm doing all wait and.Iben hits mu de contractors ist submit a new affida'eit indirv�na sadi :Contractors Sint check ibis ban must attached ss additianal sh mt showing the name of tba sub-cont=aos.snd state whether or nat tbase eaRties have ernplares.IftheSub-=t actarshwe employees,they=Srprni their worker'comp.policy number- I ars ava employer that is praxzding workers'congwnsadon ivrs inn ce for my eHW&Fa'ees Hetosv is t7tepaliry and job site information Durance Company Name: Policy-,A.or self-ins-Lis. W CUB J�2—j'L Dx'pir-atiou Date: ✓Z Job Site Address_ 13_7 3 Sar)4u t t i�P,w�Gw ri ,ec� CityfStateJ?p: 1-f/3 Attach a copy of the workers'compensatienpolicy declaration page(showing the policy number and expiration date). Failure to secure coverage as required.under Section 25A of MGL c� 1572 can lead to the imposition of criminal penalties of a fine up to$U.00 00 andlor one ye it imprisonment;as well as civil penalties in the form of a STOP WORK ORDER and a Em of up to$250.00 a day against the-violator. Be advised that a copy of this statement sway,be for warded to the office of Investigations ofthe DIA for insurance coverage s,eiiffca#ion- I do hereby ceerti ,under the prams ands ponaheies ofpcluty Matthe iifbnnadmjpt muted abore.is true avid correct signature: S Date: 2 Zlz i to Phone i_ -7 3 uo - ZS o 7 Ojokial use oat£y. Do not write in this area,to be cornpietai by city rrrfon n official City or Town: t PernatUcense# Issuing Wherity(circle one): L Board of Hcdth 2.ButTTlng Department 3.#hty1rown Clerk d:Electrical Inspector S.Phiambing Empecter 6.Other Contact Person: Phone#: laformation. and Instructions ; Massacirwr-fs Gen=zl Laws chapter 152 reC joy=all employers ID provide workuscs'carapensafion for their employees. pMMjjm3t-W this ,an Mayne is defined as---.every person in the service of another under any contract of hire, express or implied,oral or writbm" An�&g Er is defined as"an indiyiulaal,partnership,association,corporation or other legal ersEity,or any two or more and inc the Iega seniaiives of a deceased employer,or the of the foregoing engaged m a Joint euierpIIse, IIldmg l repre receiver or trash=of an individual,partnership,association or other legal entity,employing employees- However the owner of a.dweIli og house havmg not more ffim three aparhnents and who resides therem,or the occupant of the - house of another who Ioys persons to do maintenance,construction or repair work.on such dwelling house dwelling �P or on the grounds or building appmtmznt thereto shall not because of such employment be deemed to be an employer_" MOL chapter 152,§25C(6)also sues that"every state or local licensing agency shall withhold ffie issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance,with the i„surance.cove)mge required." Additionally,MCrL ter I52,§25C(�states`Neither the commauwealth nor any of its political subdivisions shall Y� enter iota any contract for the perfmmaam of public work uaiil acceptable evidence of compliance with the requiremenia of this chapter have been presented iD the confraci7ng 313thoaty" ApplicanfS Please fHl oiut the workers'compensation affidavit completely,by dier.Iong&e boxes that apply to your situation.and,if necessary,supply sub-contractor(s)name.(s), address(es)and phone nuinber(s) along with their cm tificate-(s) of incrrrance. LirnitrdLiabilityCompanies(LLC)orLkdtedLiab�ityPadnersbips(LLP)withno employees otherthanthe . members or parinearsy are not regUiied to carry workers' compensation i 1=ance If an LLC or LLP does have eamployees,a.policy isrequir-ed. B e advised that this affidavit may be sabmittr-dto the Department of Industrial Accidents for conf=ation offi nce coverage. Also be sure to sign and date-he affidavit The affidavitshould be returned to!he city or town that the application for the permit or license is being regnestA not the Department of rn ag riai Accidents. Shouldyou have any questions regarding the law or if'you ate mgairred to obtain a workers' compensation policy,please call the Department at the m=ber listed below. Self-film z-ed companies should enter theiren self-7nSM72nce license number on the appropriate line. City or Town Offircials Please be suite that the affidavit is complete and prkitl:d.legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations,has to contact you regarding the applicant Please be sure-,to fill in the peumitllicrose nuunb- which will be used as a reference number. In addition,m applicant that must submit multiple pemlWHcense applications in any giveat year,need only submit one affidavit indicating current Address"the 'applicant should write"all locations in (city or policy inl�rination(if necessary)aztd under Job�zte_ town)-' A copy of the-affidavit that has been officially stamped or mzdce;d by th city or town maybe provided to the applicant as proof that a valid affidavit is on file for fuzi$e permits or licenses A new affidavit must be filled oiit each year.Where a home owner or citizen is obtaining a license or permit not related.to any business or commercial venture (ie, a dog license or peumit to bum leaves etc.)said person is NOT regbaed to complete this affidavit 'Ihe Of of Ines:gafious would.like to thank you in advance for your cooperation and should you have any questions, please do nothesifate to give us a call. The Departmeafs address,telephone and fax number -The COMMOnWealtbE of Z accl milts Degarbment of hiclustda AccZenta - ��4 - Bostou�MA 0�111 Fay#61.7-727-7M Revised 4-24-07 � .ma gavIdia. Department of Public Safety tts Dep _ Massachusetts Boardd off Building Regulations and Standards Construction Supervisor License: CS-085926 r PARKER M 55 Pleasant S�06 Dedham MA Expiration 0112g12017 Commissioner Unrestricted_Buil contain less tl>�3 cgs of anY use enclosed s ,U00 cubic feet(991fi3)o ch pace. Failure to pass State Building Coda current edition of the M�achuse For DPS Licensin' evocation of B'nformation visit: this license. WWW•Mass.Gov/DPS License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 ,ard Boston,MA 02116 j P r Not valid hout signature ffice of Consumer Affairs&Business Regulation ME IMPROVEMENT CONTRACTOR egistrati - 2_> Expirati Type. GEORGE C.WILLAROUR' Supplement z, i E-WT' PARKER WILLARDR _ P.O.Box 890 Dedham,MA 02027 Undersecretary { 1 ' tr 1 ESTABLISHED 1873 " '•—y— MEMBER Certalnfted H WILLARD CO. Parker M.Willard, P.O. Box 890• Dedham, A 02027 President M December 24,2015 - Lanl MUA- VrD �o Celo� Home Improvement Contractor Registration No. 106642 MA Builders License No.24916 . f, Expiration Date:July 24,2616 Federal I.D.No.04-1105460 Contract Henry DiGiacomo phone:508-274-7779 571 Weld Street West Roxbury,Ma 02132 �TC--�� �c Su F F(1 •G DV Location of Work: 1373 Santuit Newtown Road Cotuit,Ma SCOPE OF WORK: Section I-Main House 1) Cover house,walkways and shrubs,using heavy duty tarpaulins to insure against damages 2) Strip off existing roof.Re nail roof sheathing as needed 3) Replace rotted or badly cracked roof boaMs at$4.00 per linear foot or$65 per sheet of CDX plywood, where applicable. 4) Not responsible for dirt or dust in the attic area,unless so advised by the customer that these areas need'to be covered.Arrangements can be made to cover these areas at a minimal charge 5) Install new aluminum roof apron drip edge at all eaves and rakes to insure proper drainage into gutters. Shop fabricate as necessary. Please indicate color:White 1 or Brown (please Check) 6) Install CertainTeed Winterguard Bituthene ice and water shield on: a. 3'up from the eaves to extend down over the fascia b. All valley areas extend out 3'from center of the valley(6' total) c. Full roof over the rear addition low roof Note:The transition of ice and water shield over the fascia is one of the most important parts of the installation. Note:Ice and water shield carries no warranty from the manufacturer.Please see enclosed additional ice dam information. 7) Install new CertainTeed high performance Diamond Deck roof wrap to remaining stripped areas. This is far superior to standard felt paper 8) -Installed new vent pipe flanges and seal all new gaskets OFFICES: 1201 East Street '-'Dedham,MA 02026-6189 (781)326-2807 • Fax: (781)329-3853. ESTABLISHED 1873 1 T g BBB a �/�/ -T; MEMSER - . CertainTeedL9 WILLARD Co. Parker M.Willard, President P.O. Box 890 Dedham,MA 02027 9) Re-flash sidewalls as necessary 10) Re-Roof all stripped areas with an owner elected shingle at the manufacturer's recommended exposure. 11) All products are installed with a full headed roof nail. 12) Clean up and remove all job related debris promptly. 13) Perform magnetic clean up of all nails and metal in the area of work. 14) Clean gutters and downspouts in the area of work. - 1 S) Guarantee against any errors in workmanship for a period of 10 years. . 16) install a ridge vent to all ridges on the house.No moneys have been carried in this contract for any type of soffit ventilation. 17) Issue a . manufacturer's warranty upon completion and payment in ful l Pricing for Architectural Fiberglass Shinizies , CERTAINT EED $16,509.00 Landmark Lifetime(Algae Resistant) $17.334.00 Landmark Pro Lifetime(Algae Resistant)RECOMMENDED SHINGLE- Pricing for Premium Architectural Fiberglass Shingles CERTAINTEED $18,84.00 Landmark Premium.Lifetime(Algae Resistant) $23,109.00 Landmark T/L Lifetime(Algae Resistant) Note: All Landmark Shingles now carry a'lifetime warranty Section ll-Garage 1) Cover g ae,walkways and shrubs,using heavy duty tarpaulins to insure ainst damages 2) Strip off existing ro nail roof sheathing as needed,.-.• 3) Replace rotted or badly cracke oof boards at$4.00 per linear foot or$65 per sheet of CDX plywood; where applicable. t. 4) Not responsibl `dn- or dust in the attic area, less so advised by the customer that these areas need to be cove .Arrangements can be made to cover the areas at a minimal charge OFFICES: 1201 East Street Dedham, MA 02026-6189 a (781)326-2807 Fax: (781)329-3853 1 s ESTABLISHED 1873 :�. MEMBER UW CertainTeed El WILLARD CO. ParkerM.Willard, President P.O. Box 890° Dedham,MA 02027 5) Install new aluminum roof apron/drip edge at all eaves and rakes to insure proper drainage into gutters. Shop fabricate as necessary. Please indicate color_.White or Brown (please Check) - 6) Install CertainTeed Winterguard Bituthene ice and water shield on: a. To complete shed dormer on rear of garage b. 3'up from the eaves to extend down over the fascia c. All valley areas extend out 3'from center of the valley(6' total) Note:The transition of ice and water shield over the fascia is one of the most important parts of the installation. Note:Ice and water shield carries no warranty from the manufacturer.Please see enclosed additional ice dam information. 7) Install new CertainTeed high performance Diamond Deck roof wrap to remaining stripped areas. This is far superior to standard felt paper 8) Installed new vent pipe flanges and sea]all new gaskets 9) Re-flash sidewalls as necessary 10) Re-Roof all stripped areas with an owner elected shingle at the manufacturer's recommended exposure. 11) All products are installed with a full headed roof nail. 12) Cleanup and remove all job related debris promptly. 13) Perform magnetic clean up of all nails and metal in the area of work. 14) Clean gutters and downspouts in the area of work. 15) Guarantee against any errors in workmanship for a period of 10 years. 16) Install a ridge vent to all ridges on the house:No moneys have been carried in this contract for any type of soffit ventilation. 17) Issue a manufacturer's warranty upon completion and payment in full Pricing for Architectural Fiberglass Shingles CERTAINTEED $7,521.00 Landmark Lifetime(Algae Resistant) $7,896.00 Landmark Pro Lifetime(Algae Resistant)RECOMMENDED SHINGLE Pricing for Premium Architectural Fiberglass Shingles ' CERTAINTEED S9,096.00 Landmark Premium Lifetime(Algae'Resistant) OFFICES: 1201 East Street o Dedham, MA 02026-6189 (781)326-2807 Fax:(781)329-3853 ESTABLISHED 1873 �BHB T; MEMBEQ _UW Parker M.Willard, Certaiaeed® WIL,LARD CO. President P.O.Box 890 Dedham,MA 02027 S9.396.00 Landmark T/L Lifetime(Algae Resistant) Note:All prices must be reviewed after 30 days of proposal date. Work Scheduled to Begin TBD Expected date of completion: -Schedule is subject to weather,customer making premises available and other circumstances beyond contractor's control.- Required Permits-The following building permits are required:Roofing -It is the general contractor's obligation to obtain permits. In addition to the contract price,all permit fees are to be paid by customer. -Owners securing their own permits will be excluded from the Guaranty Fund under MGL chapter•142A. Total Contract Price and Payment Schedule: 3. The Contractor agrees to.perform the work, furnish the material and labor specified above for the total sum of $ Payments will be made according to the following scheduler S 5, (1/3 of contract price)upon commencement of work ` $ s,3}+A jZ(1/3 of contract price plus permit fees)when 50%completed ' (1/3 of contract price)upon completion of work. -The law forbids demanding full payment until the contractis completed to both parties'satisfaction. -Customer agrees to pay interest of 1%z%per month on all amounts overdue.Customer further agrees to pay contractor its reasonable attorney's fees and other costs incurred in connection with any effort to collect overdue amounts. -Proposed contract prices are good for ten days,and subject to review following that period. Supplemental Conditions: -During interior and exterior remodeling projects,fragile items can fall off walls and shelves. Such items will be the owner's ` responsibility and should be removed before work begins. We also assume no responsibility for loose ceiling fixtures. -For roofing jobs,contractor assumes no responsibility for falling dust and debris. Customer should cover or remove items. Satellite dishes have to be removed to perform roof work,if applicable. We will replace the dish to its original location; but it will need adjustment. This will be the responsibility of the'properly owner. Warranties and insurance: -Upon completion of work and payment in full,contractor will provide customer with all manufacturer's warranties for installed materials. -Contractor warrants that all work will be completed in a workmanlike manner according to standard practices. ' -Contractor's workers are covered by worker's compensation insurance and liability insurance. -Contractor makes no warranty that its work will prevent or eliminate mold growth. Home Improvement Contractor Registration:The law requires most home improvement contractors and subcontractors to" be registered with the Director of Home Improvement Contractor Registration.You may inquire about contractor registration by writing to the Office of Consumer Affairs and Business Regulation,Ten Park Plaza,Suite 5170,Boston,MA 02116 or by calling 617-973-8700. t • Acceptance: Do not sign this contract if there are any blank spaces. Customer' sig ature George C.Willard Company OFFICES: 1201 East Street Dedham, MA 02026-6189 (781)326-2807 Fax: (781)329-3853 �oF.NE rti Town of Barnstable BARNSTABLE. Regulatory Services V MASS. q, 039. ,. Building Division pTfD MPy A 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 12,73 SA��"T NcuAo�v,�l �>Permit Number 2Ob 7 D 11Z l Owner /,1 c-0 AA-o Builder One notice to remain on job site, one notice on file in Building Department. l { I The following items need correcting: ti. - ��J06 0 f►u G S lAJ -IeO$ 4- �r- 45 ® r � Please call: 508-862-4W.g.for re-inspection. #;; Inspected by Date s tom• . , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Y Map 0 c� Parcel Application# �v 0 Z 1�r Health Division `2 (90 Conservation Division Permit# Tax Collector l Date Issued. Treasurer Application Fee V Planning Dept. Permit Fee$ •� Date Definitive Plan Approved by Planning Board OIL Historic-OKH Preservation/Hyannis Project Street Address ? Village Ai 4- 0 wner I '? / " • ° Address � �- G. Telephone -1)e '7- cJ 14-4 e9 Permit Request / noo J AJ ' Square feet: 1st floor:existing proposed 2nd floor:existing proposed To new! Zoning District Flood Plain Groundwater Overlay j Project Valuation f0-,v® Construction Type A.rx c Lot Size—�2 � / .3&�Grandfathered: ❑Yes ❑No If yes, attach supporting Lumentafion. 2 c 9 _1>1 N) Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure;/'Ce* Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes Af rN o Basement Type: ❑Full ❑Crawl 0 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:Afexisting ❑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 yes, site plan review# Current Use Proposed Use ILDER INFORMATION Name eh 4 l C /� ( /�S'i�✓�, ."//--Telephone Number - —. Ce Address . (` ct r 10 c i; License#_A(iC 71 �i,! Home Improvement Contractor# Worker's Compensation# LAC_2-3 i 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r,. d FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ' r OWNER DATE OF INSPECTION: t - � FOUNDATION ,r1 FRAME I3;s�lk ! INSULATION s FIREPLACE 'r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT n ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 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): vc fAto&","4 c P" P Address: _P *4 City/State/Zip: M5* V-0 P2L',�'Phone C_.2 Are ou an employer? Check the appropriate box: Type of project(required):. 1. I am a employer with 4. ❑ I am a general contractor and I 6. El New construction employees(full and/or part-time).* have hired the sub-contractors ; 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition workingfor me in an capacity. employees and have workers' Y P ty 9: ❑Building addition comp. insurance.$. [No workers'comp.insurance required.] 5. ❑ We are a corporation and its ME]Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work ❑ . g P 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 fin out the section below showing their workers'compensation policy information. t Homeowner;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:-J. �•CFt/ ". �'�i Policy#or Self-ins.Lic.#: •3 i `YQ qd1(" 0 jC Expiration-Date: Job Site Addre519:13 93 _5;14 ��r�� /(,J`. rco 4 6 L,L` a 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 under the pains•and penalties of per'ury that the information provided above is true and correct Si afore: Date: ` — Phone Official use only. Do not write in this area,tb 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#: Informnation and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two.or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the' dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed'to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to*operate a business or to construct buildings in the commonwealth for any applicant who has not produced.acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C()states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the in.�ance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contiactor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. 'The affidavit should be returned to the city or town that the application for the-permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete•and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has,to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all-locations in' (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax number:. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 640 Washington Street Boston, MA 02111 Tel. #617-727-49QG ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 wwvw.rnass.gov/dia FT++Eto�{'1 Town-of Barnstable Regulatory Services BAMUAffi$ � Thomas F.Geiler,Director MASS. i M Building Division p,ED MP�4 b � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office; 509-862-4039 Fax: 508-790-6230 Pennit no. Date AF IDAVIT HOME E%ATROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, •improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type of Work:b f S� rJ �fSyi� f/ostimated Cost f�: ,Address of Work: / �-� J'�'l?��.�� f -e_cTTd-L f in (?.C4 Owners Name:i4:4 sue% AVIA-t1- Date of Application: I hereby certify that: Registration is not required for the following reason(s): r ❑Work excluded bylaw ❑Job Under$1,000 Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OvrNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORD DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PE=Y I hereby apply for a permit as the agent of the owner: Date Contractor Nkne Registration No. OR Date owner Itzme— Q:fm-,m:homeaffid&v • Fame aszatn(ecst�tnae� . preriP&M raeksgd for 06 and T�Q-rxmw Rssidmatw Baiidiag7 I3esisH wilt�SeT('�pals es ' ' 14iA,�CfItifQM . � (lazing Gtaang ceiling wall Fiver 13�mrat slab •ResiinglCaolin$ r('Ja) 0-value= li-value' ' R value R-Ysiue' w�1 • meat EfSdea Pa 'fie R v31ue° R-value 370I to 6300 Flaa#Iag be Dayar iZ°Ja. 0.40 31 13 i9 10 d I+larmst 12°Ja 052 30 39 tg 10. 6 2dorrrsal 1� . � . ,•33�1JB s . I2% 0.30 31 i3 19 10 t5Ja 03S 31 13 25 NA 141A. �+iormal T 4 Normal u i3'Ja 0.4� 33 19 I9 10 $ 15% 0.44 31 13 35 ?41A, 1�/A �AFUE 30 19 19 10 U AFM 13% 032 31 • 13 2 Al/A PIA Normal Y Ml 31 19 23 NIA NIA Narrrsat I3°lo 0,4� 31. 13 i9 l0 d 90 AFUE 0-.30. 30 19 19 IQ d 90 AFUE ADl]RE55 OF PROPSF�TY: �QTTARE FOOTAGE OF ALL BXTERIOR WALLS: 3, SQUARE FOOTAGE OR ALL GLAZING: 4 eja GLAZING AREA 03 DIMED B Y*2): vA�� � 5. SEL•ECT PACKAGE(Q m AA m NO chant abOvc); 3� p o C)TIM MORE I-VoLVED I MTIi0D5 OF DEiEf�vlLt�1G ENERGY REQUMEMEaus ' ARE AVAILABLE. ASK FOR TIE mORmATION, ELT I)INCTNEPECTOF,A OVAL: YES;• NO: i Q��af�cG3G3e . 7 e , °FIME, , 'Town of Barnstable. Regulatory Services 9$Mom '$ Thomas F.Geller,Director Building DIVIsion Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 w,Fr w.town.barnstable.ma.us Office: 508-862-403 8 Fax: 50.8`-790-6230 j Property Owner Must Complete and Sign This Section If Using ABuilder Cxl s��. I, � s e.'�•. ��� , as Owner of the subject property hereby autl4orize ) [ .s to act on my behalf, in all matters relative to.work authorized by this building permit application for: . (Address of Job) l Sig' e of Owner D e got Print lKame Q TORM S:OwNERPERMIS S ION 07/12/2007 16:08 15084287517 , '� COTUIT WATER DEPT PAGE 01 sin zj Wald water ; arboma 4300 FALMOUTH ROA4, P.O. BOX 451 COTUIT, MASS. 02035 PHONE (sob) 428-2007 FAX (WO) 428-7517 TO: JIM CROCKER FROM: SRERI DATE: 7 12/07 SUB`ECT' DI,GIACOmO USAGE A1t3MBER OR PAGES FAXED: 1 (INCLUDING COVER) MESSAGE: USAGE FOR 1373 NEWTOWN ROAD - DICIACOMO 2Q0� 1 0 t� LONS 20 .2004 = } 1 n - Liberty ISSUING OFFICE 354 Mutual, Workers Compensation and INFORMATION PAGE Employers Liability Policy ACCOUNT NO. SUB AC,CT NO. Liberty Mutual Insurance Group/Boston 1-351405 0000 LIBERTY MUTUAL FIRE INSURANCE CO. POLICY NO. TD/CD SALES OFFICE CODE SALES CODE •N/R 1ST WC2-31S-351405-017 XX X WESTON 102 REPRESENTATIVE 3000 2 YEAR ASSIGNED 2004 Item 1.Name of TRI-S DEVELOPMENT CORP ° Insured FEIN 20-0888313 Address 72 BRIAR PATCH RD RISK ID 040481 OSTERVILLE,MA 02655 Status 03 CORPORATION Other workplaces not shown above: SEE ITEM 4 Mo.Day Year Mo.Day Year Item 2.Policy Period: From 04-10-07 to 04-10-08 12:01 AM standard time at the address of the insured as stated herein. Item 3.Coverage A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of,the policy applies to work in each state listed in item 3.A.The limits of our liability under Part Two are: Bodily Injury by Accident 100,000 each accident Bodily Injury by Disease 500,000 policy limit Bodily Injury by Disease 100,000 each employee C. Other States Insurance: Part Three of the cy applies to the states SEE END WC 20 03 06A FIOARD OF 131111_DING REGUI-KrIONS License: CONSTI2Ut:"PION SL1PE RVIS011 ' Ntltnber: CS (Tli�i(L:)T3. to e Birthdate: 07/10/'1968 a Expires: 07/•10/200E~ fr.no: 23n"l.0 Restricted: 00 SCOTT S 8I-11EI.OS 72 BRIAR PATCH RD ' OSTFRVII:.I..I=. MA 02655 J:- co nnnlssioner4. % i Board of Building Reptdations and Standards License or t'cl;istt'atitnt valid for individul use out} + I before the expiration date. if found return 141: HOME IMPROVEMENT CONTRACTOR '. I;oard of Building Regulations;nd Standart s i' ' Registration: 140601 Ooc Asblwrtou Place itu, 1301 Expiration: 10/11/2007 Roston,Ibd.a.o7'I01; Typo: Individual SCOTT S.SHIELDS SCOTT SHIELDS ; - 72 BRIAR PATCH RD. -- -'" Not valid without sil;uatiu'c OSTERVILLE,MA 02655 pd,n;uisbaun b Gf1 e�°'nmzo� Board Building Regulations of and Standards + .r ervisor Licer►se ``! constructi Su p ns CS 65898 � T 576 �y tC ton 7 012009 t � C {ze s t1 �estrictiort SCOTT S SHIELDS I 72 BRIAR PATCH RD Commissioner OSTERVILLE,MA 02655 - ti // p/ l . �� ��� �, -.,� C.Lrd.ICFCf@1eb/YGl6B•6/�, V�' lrs-66LVe•Yvotauvw.s Permit No. Department of Fire Services Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev.9/05] , eave blank ® APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to'be performed in accordance with the Massachusetts Electrical Code(MEC),527 C QR 12.00 (PLEASE PRLVT IN INK OR TYPE ALL HFOR/M/AT10A9 Dater /1 le7 4 City or Town of: To the Inspector o &fires: Rv this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street do Number) /, 7 3 fan /A))��d,, Jv mmr or Tenant Telephone No. Ovizer's.A:drew _ N cz Is this pu ,it In conjr„kction with a building permit? Yea JZ No ❑ (Check Appropriate Box) im Puxporz of Builaing�_-- Utility Authorization No. Fa lstin� e doe __ Amps / dolts Overhead ❑ . Undgrd❑ No.of Meters Av-uu 1 Volts Overhead❑ Undgrd❑ No.of Meters U N giber vfF eelers av_d Ampz i-y Lec•wtion and X,.stur-ofPral:o eai Electrical Work droni lotion o the ollowin table be waived the 1 eetoro Wires. 94 Nu. of l�rce� �vi L,mfn�f; No.of Cep.-Soap.(Paddle)Fans � � Transformera KVA ' � Nn:off Y.ehmirrre 4.'�i'letc -� No.of Hot Tabs Generators KVA Above - : o.o mergency tg g N% of Lt:twr maires Swimming Pool nd. ❑ gEnd. ❑ Batt Units No.of RecepV.cle f`utlets No.of Oil Burners LYRE ALARMS No.of Zones nd Nu, of Switcchee --- u r/z No.of Gas Barriers o.o on a i .. Initiating Devices Total ado.of> :an es No.of Air Cond. / Tons No.of Alerting Devices s a g ea Totals Pump N um er. Tons No.of Detection/Alerting oe to Devices lned T< of:a.. 'W pt a`^his aosei s oa Dasl'v�rashers Space/Area Heating KW ` unicQp ❑ Other 1 --- ---� Connection Heating Appliances KW Security stems: No.of Devices or Equivalent , ,,: o.o o.o Data Wiring: -.. _ Heaters _ Signs Ballasts No.of Devices or E uivalent No.H;vdron:assa a Bat^:w'Ns No.of Motors Total HP Tel ecommu cations ing _ No.of Devices or uiva7e A. "' ' �' _. — Attach additional detail if desired,or as required by the Inspector of Wires. :Z Y :1' T ? 1:.g6nued VAue of ElectsL.a Work: (When required by municipal policy.) '- » g Wurk to St^: bspections to be requested in accordance with NEC Rule 10,and upon completion. �_ !C :u N S 1 �:.!: ;� ., , �. Y:".�UYL-N�`E�.®T 5r 1�21JJ_i. Unless waived by the owner,no permit for the performance of electrical work may issue unless lictanee;•ro rides pro-:'of liability insurance including"completed operation"coverage or its substantial equivalent. The •md.e signed verifies that_such coverage is in force,and has exhibited proof of same to the permit issuing office. T :t CHECK 01,72: INSUILAI CE BOND [I OTHER.® (Specify:) I certify,'under the pains and penalties of perjury,that the information on this appdication as true and complete. G; - LIC.NO.: FIRM NAME: a }5 Licensee: Cr � �/rt•_c�hn 1 d`. Signature LIC.NO.:,,', (If applicable,enter"exempt"in the,ldcens�erl=ne.) us:'Tel.No.• Address: l `l/ Alt.Tel.No.: *Security System Co for License required for this work;if applicable,enter the license number here: . OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one ❑ owner owner's Owner/Agent wnner/ent Telephone No. P'Eltll�'1'T FEE, $ t 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 �: I B9�3S Ma °a�� Parcel Permit# Health Division �� -8 Date Issued 12)0L Conservation Division Fee41 M, 65 Tax Collector 4 Application Fee n 42 Treasurer 24 Zl b Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis J� Project Street Address t3 7 3 `i Q kT — k e y.,j i o w r P A (a(3-V v VT tom* Village u: ` - Owner 16414 Y 6 Address Ste-- 6 Telephone Permit Request ii Rru `7< %is,c°CiC_' `y-Wa e-0,,2. TWO IT✓r IC J C es La r [l r I To &e m <.S �► S`f_{' /? /�S' � Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District f Flood Plain _ Groundwater Overlay Construction Type 4t 5 Azr ej Lot Size 7, :2 1-3 +- Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes PNo On Old King's Highway: ❑Yes �/No Basement Type: ❑Full ❑Crawl ❑/Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Ai Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 95- new Total Room Count(not including baths): existing . new - � First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other - /f/ Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coals ve: ❑ s ❑ No CD Detached garage:❑existing P new size ( 11 J-3 Pool: ❑existing ❑new size Barn: ❑existi g ❑n@g size M Attached garage:❑existing ❑new size Shed:❑existing Cl new size Other: ''° `' co CD Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ _ x Commercial Cl Yes N No If yes, site plan review# O0 r- Current Use Proposed Use rn BUILDER INFORMATION - --- - Name S c,t+ 5• s k l e i C� S Telephone Number r� G� Address 2c� u-r' F194-C_L%,_ CL8 License# CZ 1� p S4 r y v r 1!e tm A o G Sri Home Improvement Contractor# I y A 6,e5 l Worker's Compensation# wG S- —3 (S- Irl yOr 6tq ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO d-ow4t,%d H r r i SIGNATURE DATE II FOR OFFICIAL USE ONLY PERMIT NO. DATE ISS'',ED MAP/PARCEL NO. w ADDRESS 1 t VILLAGE OWNER DATE OF INSPECTION: FOUNDATIONI�a��Ll1®�0 FRAME `�-- INSULATION FIREPLACE 1 ELE H FINAL PLUMS'NG: ROUGH FINAL + • 3 GAS: ROUGH FINAL FINAL BUILDING - DATE CLOSED OUT, ASSOCIATION PLAN'NO. r i- IJ. `1• Town of Barnstable Regulatory Services 9 Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 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. Type.of Work: c.1;At J 5- � A L-e V r-( TTw a CA-K. <9'-AA J4 ated Cost (!1 Address of Work:L 7 G�v T -e cj c,�v. (� C e Fc' wll�— 2 A) ° Owner's Name: Date of Application: 6 S' I hereby certify that: Registration is not required for the following reason(s): 0Work excluded by law ❑lob Under$1,000 5LBuilding not owner-occupied JINmer pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: .r Date Contractor Name Registration No. OR Date Owner's Name Qlb mslomeaffidav RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE _ New Buildings $100.0.0 Residential Addition $50.00 Alterations/Renovations $50.00 Change of contractor/Builder $25.00 FEE VALUE WORKSHEET -NEW LIMG SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq,foot= x.0041= plus from below(if applicable) . 9ARAGES'(attached&detached) 1 3 square feet $32/sq.ft._�� _`��x.0041= 3 3 ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf t $35.00 >500 sf-750 sf 50.00 >750 sf-1000 sf 75,00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq,foot= x.0041— STAND ALONE 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 Relocadon/Moving $150.00 (plus above if applicable) Permit Fee Projcost NWP`pFyMEIp��� # The Town of Barnstable . BARE. Department of Health Safety and Environment MASS. 0 P y al Services t639• �0 "'foMay° Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: _'�4n ry 2 i ac o vv'L d Map/Parcel: 02Z 60V 001 Project Address: I�� S a,��x'o��� ^ Builder: S c"4- S 1', c-I 1-% The following items were noted on reviewing: - 2 n � , nos "fib;S�S UUe�S�aV� C(MGtx _� y lOt� 12" U G� `` `` f( Si n�'�`�T� e� 01-�S 7 rid er coae' Dh. 'iL'ti ,�• 'L��\� (r Cie � `; - y7 O W A rZ LQ I In W. a° �tl�l.wb Reviewed hy: Date: I-J 1� 0~R:K. November 2,2005 Steve Jankowski Stock Building Supply P.O.Box 965 Lakeville,MA 02347 Re: 1373 Santuit-Newton Rd. Cotuit,MA Enclosed are TJ-Xpert®layouts and/or calculations for the above referenced project prepared by Stock Building Supply. PROJECT NAME: DRAWING DATES AND TIMES: DESIGN DATE/TIME 2nd floor 10/14/2005 @ 15:51 Roof 10/14/2005 @ 15:11 DESIGN CALCULATIONS DATES AND TIMES: See attached TJ Xpert®layout and/or calculations and verify the Design Date and Times match those listed above. Trus Joist's proprietary TJ-Xpert®computer software is a computer aided drafting and design(CARD)program which selects and verifies the structural performance of each component before it will produce a plot. This program is operated by individuals within our software distribution network. TJ-Xpert®operators may or may not be employees of Trus Joist,but all operators are required to successfully complete a structured training program developed by Trus Joist. Trus Joist warrants the accuracy of the output and warrants product sizing will be in accordance with NER/ICC approvals for the conditions input. The TJ-Xperto layout referenced above has not been produced or reviewed for completeness and accuracy by a professional engineer. The intent of the professional engineer's seal is to verify TJ-Xpert analyses conform to accepted engineering practice and to verify TJ-Xpert®product sizing is based upon code accepted product design values. Please note that I have not personally reviewed the TJ-Xpert®operator's input or the project plans the input is based upon. Trus Joist guarantees that our products as shown in the attached layouts and/or calculations have been sized in accordance with local code provisions for the loading and conditions input by Stock Building Supply. This guarantee can be verified by examination of the lower right corner of the framing drawings where the wording "FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE"is displayed. All notes and design load information must be reviewed with the design professional of record and the local code official to ensure the desi loads,deflection criteria and other conditions are correct and/or acceptable for the specific application. B, ding inspectors and/or owners should identify the"Silent Floor®","TRO", "Microllam®LVL",`,`, arallamOPSL",or"Timberstrand®LSL"markings on Trus Joist products to confirm that this letter is valid for . " products actually used. Please feel free to contact me at(603)472-6730 if there are questions. Sincerely 3. PN CK8 �- C. " e,PE, o cy Zn -4 w England egional Engineer g �b a 3, Q fNE TCD 6135 ✓ r ti New England Engineering ♦360 Route 101,Suite I ♦ Bedford,NH 03110 ♦ Phone 603-472-6730;4' Fax 603-218-6167 12-20-05 12:19pm Froze-Cape Cod Z islands Assn Realtors Inc 509 771.0067 T-922 P-001/003 F-126 12/201200� 10-:45 5084201926 WIAh1N0 REALTY PACE 02 Towuot Samstabl® s Regvhtory Servkes SWIding DbUien TOM POM, Or 200 pia Nut, Dramb,MA UNI �. evens. t�le.�sms 'ice: 5Q8.862-M8 Pam SOW90-Mg ptooerty der Meet Complete and Sign This Sectl®n If Usk A Builder w Ow=of tie mbiat pxopeM he,obg a► �.. Gc)�'is ca i`�7 z�_C' w Oct an�7 ins clt t WO1k cU&oA2cd by tea b=Mng Pit zVPIIM`d9 a EO= ®IJob) f - Daft p�tN,�n Resolv9d IZ-t0-06 1Z:O�pm From-60B4Z01036 To-Cape Cod a Islands A Page OOx f 12129/2005 15:27 5084201936 l-dIANN'O REALTY PAGE 02 4 Rbnnd ®r Cast Columns S f-j i�,j F W�(AA Instalhdion InMctlons u PennaCaw taaluTnet with an ornaaIr - distant f UM the tap of The co" turn m dro Mp of dg neck , maldl and add heor of the + - mrnatWrntsll FRORr dLnetuittn c�tt ht fcwnd in ebe i N*ducea Bw4um.OrvA menrah. Ann 9 apiul$do not Lawhen oT short- r is frs 0. ;� ;.;...,•.••' ��; on At square PemaCart column, f amT, kfi rr. 6 umm{oaedestw In—4tPttKq'IetIL^'�'g of the wMio ipt.VA oabUnn CAMU.100%of borrorn ntnet If Slip base t>tv lop of oale>M doa�t sad mxt®a gt9aetate and 759b of the umn i tvo lmn� l)ae as ubTariVr stet ewmmrs of tatbtde 1,to dicta re bolo of ddt.Shp C'F &IM 60 rip bw,Fine mina Op and bttatunt over"and allow as Corr as&4 f m bwwm Wi&rasp+a MM ON aarfasr cmtrare, mold Some TB &g Mq ba Nc�i 3 WbM atn*WV hand mite ar Cornet itars to rar<Yrd or equate •' }l m a'Cm columns,halts must Uot rxndntg 9ft1w be nmoded for °(le a aetn.eaeeae bred aneedeT •�' ',:' gad:ea�IDentetlAq M&Miwe. fa arm*in OM od OM&It a lA and tla filar is fleet aid ad= dPPI}as ate'a sate W is aetpeood a=Column dMA: abaft Air carnal 1*bar�ato(aot baeroa twfaaa of orfaaoa MW effl�6"Ovuell mmrutd de bap i .1} w oultitnn 60didw Mdav- for avadobk i17W) a pkkm with sop V-01'f'maim loss pckwk or tna an GO-k e prhm A4k ogee of pairm should ba applied and dim"w cum Installin off Odum mar lass plat of SWAMc molding °t, .�, '•• o Square 76 eB .L 1a aMOMM of shePermaCest of an erbjeetP egad4.,;<;; maps&mxtae hdsl 0 to ADO ° to�'ofAft { Go p— axd MW at AO aftwaodon adze°a bown salt imp aqd aafl d Ttnem is 4$onr. U01UMNSM IL Nt .. 1A+:$.•1,: (1f k feca"fbr aup�od�sold• try.M en=wed ant&a&Mft ao a Pn"flea&two seals atdd taro 45'amgSe,np*m+asedtaa actuates' relnere.Strmrw nTcit MW is tree ar and put Ta'ti p So acrxYrO Gr aeib sad sae t6 om p maid is p6 ptedtifl and mae fa,ka tai, hole.. 4� AiLr YmcalAR1GBVtA=TNOnM.ALLMMSW-MAMj5rmCz.WWW.DftMAr14 s V?R Round or Square Cast Columns cfji JU rIN laimw* Installation Instructions " rt=al capital,rcmc m dw n d fi mn the top of the col wean co dse+pep of tie ac& k_ arald)and add h66- fat of the 0 orrumental caporal.The 'r PROW dime ndon cm be found in the Products Broc4 uw-Ornar-anal ! O r, . t mpimis do not lcWhe or snore in era a.square PeernaaCast cnlsatnn. and ri c of ma 1 T nman w OLM E amm co:aa�ak kadiq of&c �if cd S4 base over top ofa&=gwr aad � 1-r oIUM9L IOD%of bomkm mast Um is w In OR as abrasive saw(WaM791 ea&de allow to dl&to bate Ofshaft.Sly rays 0 coma aubaraae arsd:5%of rise to ham).Enc aim np and borroata arsr and r ao�Doti acedc � 1 mP fiam bmum caacia r9sp to srartac ilst snrfac� Soaae saa&%=y be -.� �i IQZ Vern attaching huA mails or cDmer kow w round or aquare i y: hmt Cut coluaa m,holes crust 1 be pre-drOk& $ ;. s, 14ht iaading may be needed for n Gorr=l^itci%of bay a Ilk a iwn-aoea�mtt P .,.c_" imleveASK ` L, Par=wW in Om wd pig,l =d dzahc6 in lllom ad chart a mar:W is centered over sly Aafc fi bna liar �` Apply �6aive' rump amp ,id ?'&vibuW= aid 9cac- idu& .On"o IUM 6MAViOG `y bosom s r ofcol = i11g sur4aar brit acx�ab�ati� 'F Prime MIgh rap gedity cmior la=pri=4 or uae can oil-baw o; rb�be gpilmd wtd m awed w cm ful . M. . I n late FF all o!vczr'coanataaez eritls mm - 1 ._ omn1dinn AR WCIP Liberty ISSUING OFFICE 354 Workers Compensation and INFORMATION PAGE Employers Liability Policy ACCOUNT NO: -SUB"ACCT NO-. Liberty Mutual—Insurance Group/Woston 1-351405 0000 LIBERTY MUTUAL FIRE INSURANCE CO. 16S86 POLICY NO. TD/CDT SALES OFFICE CODE SALES CODE N/R 1ST WC2-31S-351405-015 XX X I WESTON 102 REPRESENTATIVE 3000 2 YEAR ASSIGNED 2004 Item 1. Name of TRI-S DEVELOPMENT CORP Insured FEIN 20-0888313 Address 72 BRIAR PATCH RD _ _ RISK ID 2404881 OSTERVILLE,MA 02655 Status 03 CORPORATION Other workplaces not shown above: SEE ITEM 4 Mo.Day Year Mo.Day Year Item 2. Policy Period: From 04-10-05 to 04-10-06 12:01 AM standard time at the address of the insured as stated herein. Item 3.Coverage A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3A.The limits of our liability under Part Two.are: Bodily Injury by Accident 100,000 each accident Bodily Injury by Disease 500,000 policy limit Bodily Injury by Disease 100,000 each employee C. Other States Insurance: Part Three of the policy applies to the states,if any,listed here: SEE END WC 20 03 06A � ✓die Coo»v�noruueczll� a�✓�lczaa�rc�ucae�a t. Board of Bonding Regulations aod"Standards- License or registration valid for individul use only expiration date. If found return to: before the ex _  HOME IMPROVEMENT CONTRACTOR p - Board-df Building Regulations-and-Standards- Registration: 148601 One Ashburton Place Rm 1301 Expiration: 10/11/2007 Boston,Ma.02108- Type: Individual SCOTT S.SHIELDS SCOTT SHIELDS r 72 BRIAR PATCH RD. i � -= -- OSTERVILLE,MA 02655 Administrator Not valid without signature ,;_ U//e �%oana»eonwealll. ��✓l�asdua�ueell� BOARD OF BUILDING REGULATIONS Nx License: CONSTRUCTION SUPERVISOR Number: CS 065898 U. Expires. 07/10/2007 Tr.no: 2347.0 Restricted: 00 SCOTT S SHIELDS 72 BRIAR PATCH RD C 14 't OSTERVILLE, MA 02655 Commissioner 0�)3/zl/c TOWN OF BARNSTABLE Building Department - Foundation Permit Date ) / 12-/0(e Permit # �9(13S Name ZCO . SNSELDS Location 1373 5A0UXT--NEI,6rr6W0 Ab C04,�� t 1� Insp. of Bldgs. �1 r. f TNE Town of Barnstable BAENSPABM * Department of Public Works Engineering Division �FD"APsp 367 Main Street,Hyannis MA 02601 Office: 508-862-4088 Thomas J. Mullen, Director Fax: 508-862-4711 Robert A. Burgmann, P.E. Town Engineer Bayberry Building Co.,Inc. c/o Jacques Morin 300 Bearses Way Hyannis, MA. 02610 Date: January 25, 2001 Subject: Road Opening Permit for Map 025 Parcel 008.001, #1373 Santuit-Newtown Rd. Dear Mr. Morin, This office has been notified of flooding conditions of Santuit-Newtown Road, Cotuit, directly abutting your property. A copy of the building permit for your property abutting this area has been obtained. As you are aware, a road-opening permit is required for driveway installations and construction within a town right-of-way as defined in the Ordinances of the Town of Barnstable. Research of D.P.W. records indicates a road- opening permit has not been obtained for this construction. Failure in obtaining a road- opening permit is subject to a$200 a day fine. This office has been contacted about drainage problems in this immediate area. The Highway Division has pumped out the flooded area. Since this appears to be a reoccurring problem, your immediate attention to this matter is required. The existing catch basins were found to be filled with material from the excavation on your property. Should the Highway Division be required to continue the maintenance of the flooding problem, you could be billed for their repeated services for that area in addition to fines for failure to obtain the proper road-opening permit. Please contact me or Mr. Frank Schlegel, of this office, to provide the necessary information relative to obtaining the road opening permit and your schedule for the future maintenance and protection of the drainage structures in this area. Sincerely, Robert A. Burgmann, PE. ' Town Engineer cc/building departmerit Thursday, December 26, 2000 11:40 AM Jacques Morin(508)771-2116 p,05 240.66' --J LOT 2 !� µ 57,246+/— SQ. FT. LA -� 1.31+/— ACRES CONC. FNDN. 61,g 1 T.O.F'.- 63.2 N � 0 sp l 125.6'7, JOB # 99—t56 4,pA6vCd la ) a8-dw 1373 -Sa,-UA - �- C'ER TMED FOUNDATION PLAN FOR THE PURPOSE OF 06TAINING A BUILDING PERMIT CDT 2 SANTUI'T' -- NEWTON ROAD PREPARED FOR.LOCA7]Q'v (COTUIT) BARNSTARIX, [ASS. BAYBERRY BUILDING SCALE : I" = 50' DATE : DEUMBER 21, 2000 COMPANY., INC f REFERENCE : ASSESS. MAP .25 PCL 8 I HEREBY CERTIFY THAT THE STRUCTURE OF M SHOWN ON THIS FLAN IS LOCATED ON THE `�tA Ash GROUND AS SHOM HEREON. + ' gRNE �• H. ax.saw:�eaci, g OJALA Z7, trm sos-3ez-eseo No,263d9 a down cape engineering, Inc. s ° t 9 CIVIL ENGINEERS .�s�p A tANO LAND SURVEYORS 939 main at yormouth, ma 02675 DATE REG. LAND SURVE OR �oF THE ram, y�P Town of Barnstable IIARNSTABLE. ' Department of Public Works 9`bpT 16 9' A�O� Engineering Division f0N1°� 367 Main Street, Hyannis MA 02601 Office: 508-862-4088 Thomas J. Mullen, Director Fax: 508-862-4711 Robert A. Burgmann, P.E. Town Engineer Bayberry Building Co.,Inc. c/o Jacques Morin 300 Bearses Way Hyannis, MA. 02610 Date: January 25, 2001 Subject: Road Opening Permit for Map 025 Parcel 008.001, #1,373-Santuit'-Newtown Rd� Dear Mr. Morin, This office has been notified of flooding conditions of Santuit-Newtown Road, Co it, directly abutting your property. A copy of the building permit for your property abutting this area has been obtained. As you are aware, a road-opening permit is required for driveway installations and construction within a town right-of-way as defined in the Ordinances of the Town of Barnstable. Research of D.P.W. records indicates a road- opening permit has not been obtained for this construction. Failure in obtaining a road- opening permit is subject to a$200 a day fine. This office has been contacted about drainage problems in this immediate area. The Highway Division has pumped out the flooded area. Since this appears to be a reoccurring problem, your immediate attention to this matter is required. The existing catch basins were found to be filled with material from the excavation on your property. Should the Highway Division be required to continue the maintenance of the flooding problem, you could be billed for their repeated services for that area in addition to fines for failure to obtain the proper road-opening permit. Please contact me or Mr. Frank Schlegel, of this office, to provide the necessary information relative to obtaining the road opening permit and your schedule for the future maintenance and protection of the drainage structures in this area. Sincerely, Robert A. Burgmann, PE. Town Engineer cc/building department THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IA �� l.-, m / �(,, � IL DATA PUG--23-2001 07:27 SHEF'-E ' 1403D PROD 5OBB_,26012 P.02 6THORNTON DRIVE, HYANNIS,MASSACHUSETTS 02601 b r..... EILEPHONE 50$-862-6200 FAX 50"62-6012 Invoice # 11153888 I ORDERED: 06I11 J0i E PERMS 5ELOW 9Y; OFSIVER; 07� J 1 1 's uu �ii' SHIPPER' AJh9 89103 7„ ^r:e�T'r;,' ii% CKECKED 6Y: _ :-;+ l4lti'• •1•;'�'' REI�RIN ENTERED BY: � ORDERED 8Y• :sa f:sh658 31•s1PTo. 1.000134187 ORI N (INT)SANTU I T NEWTON LOT 29 " UILDING COMPANY COTUIT MA SES WAY Mfg 02601 Ty` ? RJRC 00009 CUK PO SHIP VIA SHEPL.EY TRUCK SHIPPED ✓ ITEM# OESCR?PTION !��•: UNIT PRICE AMOUNT DELIVER THURS 7-12-01 AM � r I l STEEL DOOR#1 1.00 1.00 EA 'AJM0000130015580 PS210 2668 SPNL STEEL RHIS 458 PFJ S 158.56 153.56. JAMB. NO CASING 20 MIN LABEL THE FOLLOWING DOORS ARE COLONIST SOLID CORE SMOOTH PREHUNGS. 4 5/3 PFJ SPLIT JAMB. 3 1/2 PFJ STRATFORD CASING. BRITE BRASS RADUIS BUTTS. STANDARD BORE. 1 DOOR#2. 19 2.00 2.00 EA '.RJM000@00020208 COLONIST SC 5MTH 2668 RH SPLIT PFJ 4 139,05 278. 11 PFJ STRATFORD BNL BRITE BRASS BUTTS DOCR#12. 15 2.00 2.00 EA '.AJMO'�0000+021ab�d9 COLONIST SC SKTH 2668 LH SPLIT PFJ 4 139.05 218. 11 VFJ STRATFORD BNL BRITE BRASS BUTTS DOUR18 i.00 1.00 EA 'AJM000000620210 COLONIST SC SMTH E468 LH SPLIT PFJ 4 139.05 139.05 PFJ STRATFORD BNL BRITE BRPSS BUTTS # CON INUED ON NEXT PAGE +�# :LIVERY INSTRUCT1014: Q2d2IT10NS()F SALE, TOCK ITEMS RETURNED IN GOOD ORIGINAL CONDITION WITHIN 30 DAYS OF PURCHASE RE SUBJECT TO A MINIMUM HANDLING CHARGE OF 15%AND MUST BE ACCOMPANIED Y A COPY OFTHIS BILL—NON-STOCK ITEMS MAY NOT SE RETURNED WITHOUT SPECIAL f If! 1 4 III �l PPROVAL.CLAIMS OF SHORTAGE,DAMAGE OR UNSATISFACTORY CONDITION MIST BE IADE WITHIN 40 MOUPS. ORIGINAL Tit T AL P.B2 I` �.�-y.:.s ....�,".`Y..r....s,•-sue r. ..: ..:,... ,>, ,,......-.y.„—« ,., .... �:. ,.,...-:•-�..�s.._ _.. ..�_. .. . ,..._ _. - ., � .v'-r+.. ,:v.,:.,,.,��,,.�.,,,,,-.r.r..7-. - �FtHE►p�� The Town of Barnstable BARNSfABLE. Department of Health Safety and Environmental Services MA SS. PIEo;9,y•'0 Building Division 367 Main Street,Hyannis,MA 02601 3 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Ins ection t 0 A YP P , Location �W V1 Permit Number { (f I Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: arc ) 4 F- F1Yf'r 2 doo'r is A) M:vAk�-p r Ye rl� Pr� TYt I U(A-I-e- ff do-M m IS VA 1 r S r Please call: 508-862-4038 for re-inspection. Inspected by Date �/ ��0 y p`OF("E'° The Town of Barnstable BARNSTABLE, Department of Health Safety and Environmental Services 9 MASS. 0 �! t639• �0 prEUMP Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection it 'GYIQ-1 Location /,�� ��tl' cJ cf�rWy� Permit Number 41/a/ b Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: A P_ �u �> V1 C\ rU ©n , our -Cra1i+ 0Y N��c1 r� Gx�Al�►�a vn � J / ed Mtnk--" &I jJ i 4-o a.( uAlk k 4 rs 4-n u � . Il COQ n IV - , • 1 Please call: 508-862-4038 for re-inspection. Inspected by Date The Town of Barnstable BARNSTABLE Department of Health Safety and Environmental Services Y MASS. 0a 6}9• �0 "IEOMO Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location / 1-3 9)A.�, ,i�T� n !Ae` _Permit Number `f 511 1 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: j 4 Need be, 7—"\ ' P.ir� \ T V v.. hg u r 14m I riy i y1 t� A bz)bn Please call: 508-862-4038 for re-inspection. Inspected by M4 Date �la 31U, r THE FOLLOWING IS/ARE THE. BEST IMAGES FROMPOOR QUALITY ORIGINALS) A. DATA ., EST/MATED PROJECT COST WORKSHEET Value LIVING SPACE (high end construction) 2 square feet X$115/sq. foot= 21} 5—vy (above average construction) — square feet X$96/sq. foot= (average construction) square feet X $57/sq. foot= GARAGE (UNFINISHED) �-z ry 20x Z Z square feet X $25/sq. foot= /3, a 00 PORCH / 5-0 square feet X$20/sq. foot= 3, 6 n DECK �' square feet X$15/sq. foot= 7 9 D OTHER square feet X$??/sq. foot Total Estimated Project Cost i 30 17 70 e For Office Use Only /nc/usionary Afforda�b/e HousinC,� Fee - [Residential Commercial" Property Owner's Name c A ES At, W1 o A,1 nt Project Location 1-3 7-3 S�14 J�-c7{ - /Y c`�7'Oz✓ /mil v� . TiJI i a6c, 9 /c : � t/�P. UOl97i/)LO�lLU1P.aG(�L dl"".11 'd aoltfineM ' i BOARD OF BUILDING REGULATIONS .. License: CONSTRUCTION SUPERVISOR .... .... .. ...:_. . Number: CS 057770 .. ;Expires 0 /2002 Tr, no: 17122 i f Restricted ToA JACQUES N MORIN 300 BEARSES WAY HYANNIS, MA 02601 . Administrator I The Commonwealth of Massachusetts Department of Industrial Accidents 1 , ~ eaflndesU uo�►s . - 600 Washington Street .Boston,Mass. 02111 Workers'Compensation Insurance Affidavit , - 1 K-- location• - city phone#(�jrU�� 2 75 ❑ 1 am a homeowner performing all work myself. p I am a sole proprietor and have no one working in any capacity I am an employer providing workers'compensation for my employees working on this job. emu x na .. ........ let �r 0 1 am a sole proprietor,general contr ,or,or homeowner(sir one)and have hired the contractors listed below who have the following workers'compensation polices: :<;�......:.,...v•n.,.n........L........v..•v..:,, .,nv..,.:ro ...•:,x l•n•v,.w•nY situ NY.•v •• r.n n»wn....::F»vw•✓x.!•:wrvvLx. !,•Lnr w.n "r•• r ,...!. ... ..v,.n, .. ......,.....v.•,w.,... ... .. •. r ..r urn•• • 1�}I v.n... L. .,...•,. .: ..... 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I understand that a copy or this cement may be forwarded to the Office of imvtstigattons or the DIA for coverage verilieation. f do hereby ce under the pains a/nndd penald o per)uly that the information provided above Is Irate and correex Signature atc _ }Tint n 1'h c VVLo oac# FS officiai use only do not write in this area to be completed by city or town official city or town: pennlUilcense a nBullding Department pLicensing Board 0 check if immtdiAte response is required (]Seltctmen's Office C111cAth Department contact person: phone#t Other (revised 319S PIA), 1 • w i -- "-.�,A:..,z^r ti✓--f^WO:r,.•-""a,.�'• r..r•.�. ,�T,�. f., �., .,. ,. + • .. •-;d.,F.Xr'�,'�«r„'�":.X.�:a,,,.',i,a".,,.,r;. r."._.-+- Y�•,r•-...,.J:cY=�`r.:i:#+e^9✓^rwcY':"-.' °FtHE 1� .�� The Town of Barnstable ,nxxsrnsre, - 9 ' 10� Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW y Owner: J—Inc Q (A PS rfio)-!l/) Map/Parcel: Q 1 -7 Project Address: 13 /3 SA10 "(,{r (r� (�61 Builder: (1 /h ' J 5 The following items were noted on reviewing: 1V'ec P-U)4't1nQ'PY ,rpgLAit-ca per 5 QPQC S, s Please call 508 862-4038 for re-inspection. \Cet)eiw lsspeeted"by: Date q:building:forms:review T&WN 0*-0' BARNSTABLE CERTIFICATE OF OCCUPANCY ' PARCEL ID 025 008 GEOBASE ID 1372 ADDRESS 1373 SANTUIT-NEWTOWN ROAD PHONE COTUIT ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 55396 DESCRIPTION SINGLE FAMILY DWELLING PERMIT it 49101 PERMIT TYPE BCORSFH TITLE OCCUPANCY/SINGLE FAMILY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND .00 tHE CONSTRUCTION COSTS $.00 "�• 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * 1ARNSTABLE, ; MASS. 039. A�O� �._, FD Mlr►I BUILDING I r ,N_,., 004_ DATE ISSUED 08/23/2001. EXPIRATION DATE �� v y ti i 7, ✓ 1.L�.i 7A n,�`E IS l.t'Aua:rC PARCEL lti C1J�.,,�C��3 t�CC�BA�i�,°e� � 13'72 ADDRESS,,, S 3-73 asAN`U TT—NEWTOWN. ROAD COTUIT LOT BLOCK LOT STIZE, PERMIT. 49I6I, DESCRIPTION STORY,3BRD/ 2.5 1UH;/ SNOME'. FAM: JOKE PERMIT `HYPE . BUILD. TITLE NEW RESIDENTi:Ah .BLDIG PMT � 00N TRACTORS: M.0RIN 5 J='4�QUE'S N. Department of Health, Safety ARC14I2'ECTS; f and Environmental Services !41 SINGLE, Iff>M' HOME DETACHED PRIVATE'T'F;_ P.43 ' .c�. s a BARNSTABLE, . MASS. �► 1639. BUILDING DIV�ISION- �I DATE I.:SURD 10,e 04/2('00 XP.{RATTOIN DATE � I THIS PER IT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY EN i CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS J PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS.OF ANY APPLICABLE SUBDIVISION RESTRICTIONS: t �! MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED:PLANS MUST BE RETAINED ON'JOB.AND =' 4.1 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE,, SEPARATE 2. PRIOR TO COVERING STRUCTURAL MEMBERS PERMITS ARE REQUIRED FOR s ;(� HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). FANCY IS REQUIRED,SUCH BUILDING SHALL NOT BEi" = 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS B ANICAL INSTALLATIONS. BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS , • IT IS VISIBLE FROM STREET BUILDING INSPECTIIO,N/APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 -i lG i �'lvA . 2 d � 2 3 TJNG INSPECTION APPROVALS!, ENGINEERING DEPARTMENT 2 ARDjbF HE LTH �00 0?3 OTHER: `. Rpll _ SITE PLAN REVIEW APPROVAL -WORK.SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON INSPECTIONS INDICATED ON THIS THE INSPECTOR HASAPPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAWBE ARRANGED FOR BY VARIOUS STAGES_ OF CONSTRUC- MONTHS OF DATF THE PERMIT. IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. ;+� TION: F�' ' ASsessor;s otfroe (1st floor): /� ��Assessor's ma and lot number v Q .. INEto� Board of Health (3rd floor): ` _Sewage Permit number ................................:........................ S Z EAR33TAMU, Engineering Department (3rd floor): �o raea psi 26}9• `0 wouse number ....................................................................... 'Eavi%'f APPLICATIONS PROCESSED 8:30-9:30 A.M. 'and 1:00-2:00 P.M. only x TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ,.�'�A�.\.,.1.��. .......... ate TYPE OF CONSTRUCTION ..... ........... :... ?`.:. ..................................................................... .......................� `!....�...19 s n fO THE'INSPECTOR' OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .... ..........................:......... ?..b :u�4�J...... .....�..... � ���� .................. ProposedUse ............................................................................................................................................................................. Zoning District ........................................................................Fire District ................... Name of Owner . : ...........Address ..................................................................................... Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exlerior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... ......Plumbin Heating .:.............................:........................................... g ..................................... Fireplace ..................................................................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board ________________________________19________ . Area .......,.... .............................. Diagram of Lot and Building with Dimensions Fee .. ... ... . ............................... SUBJECT TO APPROVAL OF BOARD OF HEALTH PfD 150't` Poz Li L 2—%6,t Cam« IC , OCCUPANCY PERMITS REQUIR�Dd FOR NEW DWELLINGS 4 I hereby agree to conformt to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 'SSV C I 5 : 0j®l Name .... Construction Supervisor's License .................................... z I iMMERMAN, JEANNE & Sandra David J- T 31562 No . . . .... Permit for DEMOLISH .................................... IF ire Damaged Dwelling ................................................................... Location ...�.3'73 Newtown Road ...........................................;............. ",-Cotul-t- ................................................................................ s. Owner .,Jeanne Zimmerman & Sandraf David ................................................................ Type of'Construction Frame. .......................................... ................................................................................ Plot ............................ Lot ................................ —4 January. 88 Permit Granted ................... 19 Date of Inspection ........................... ........19 1-7-���.......... Date Completed ....... . .19 Q ?, Assessor's.offioe ,(1st floor): fir./ TNE y •t r OF Tp� 'Assessors map and lot number .......... ...............:. � ` ' r \ ``+ WQ rrcaE O P � Board of`,Health (3rd floor);!•' • �'`` � iO '" '� • Sewage Permit numbers ......... ....... :: !......................a i SAHIISTODLE, En par gineering Detment (3rd floor):, rb House number ...... .................... ...... .. .... .. s, .. . � 'E0 YPY d• APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00'-2:00 P.M.' only TOWN O NS F B�A R T`A B L E 4 _ BUILDING - INSPECTOR 4t 4 f •APPLICATION FOR PERMIT PTO .. ,. C�. ,.\..cam- . 1, 'R• ..t` � ......:.. ,4�, ,,,,,,,, TYPE OF CONSTRUCTION ..... ........... `- .....N...................................................d:............... .. 4 ................... ... 1 f '' 1�Q 'THEtINSPECTOR jC�Et�BUILDIFJGS= - Ri _h ..�d , .:� " t "' •, ._. _ ,+rr + y The�un`dersigned hereby applies for a permit according''=tofthe"following information: !, Af � , .... FJ1J-T ........Location . • Proposed' Use ..........:............................ ................................. .... ......... .. 1 ............ .. `i .Zoning District, ....Fire District": � '.,........ ... .... .. ......... ....................................... .. .� I lNar�e of/owner ...I..Address .... y ...... Name of Builder .. :................................:.................. ........Address ............... . . ...�-.•Name of Architect ........ . ........;...Address ....... -Number Ioff Rooms .......... y ....... . ...... .....:.Foundation t.. ' x Exte for Roofing ' . ...q. •.w l Floors f :......... ► Interior R� t .,-?; fiearrng� �r ` ;�. .. \ • ,, *.PI,umb.ing f r } a p ...........:. . Approximate Cost Fireplace ?............ ................................ ' Definitive Plan Approved by Planning Board ____ ______ __________>_ 19-------- : Area{ .......... ................ y 'N.1 1 Diagram of Lot and Building with Dimensions Fee ..1.(/f/... � `.............. SUBJECT TO APPROVAL OF BOARD OF,"HEALTH -eye � Q 1"'•�ate• 1•..7 l� � I � M� l S F'i2el 1 CM .. QFOt \ ,�r r t. OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 6 P: l d l£' 330 g• I hereby agree to.conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ......................-.. _- Y t ConstructionfSupervisor's License .................................... ZIMMERMAN, JEANNE & SANDRA DAV1-D A=025-008N No 31562 Permit for ..•DEMOLISH .............. s Fire Damaged Dwelling yf. ............................................................... S fNru:r- Location ...1.3 7 3 Ne. ... wtown Road. . ..................... ............. .... .. .. . � ........... : � .......... Owner ...Jeanne Zimmerman & Sandra David ..................................................... Frame Type of Construction .......................................... ............................................................................... Plot ............................ Lot ................................ Permit Granted ......►T?. uarY...22i......19 88 ` Date of Inspection ....................................19 Date Completed ......................................19 i 1 ' A, , MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-22-2000 COMPLIANCE: PASSES o 3 7 3 l env Required UA = 478 Your Home = 400 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------- ----------------------------------- CEILINGS 1341. 30.0 0.6 46 WALLS: Wood Frame, 16" O.C. 2081 13.0 0.6 171 GLAZING: Windows or Doors 227 0.400 91 DOORS 21 0.510 11 FLOORS: Over Unconditioned Space 1707':. 19.0 0.6 81 HVAC EQUIPMENT: Furnace, 90.0 AFUE ------------------------------------------------------------------------------- r , 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 requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been dete 'ned using the applicable Standard Design Conditions found in the Code. he VAC equipment selected to heat or cool the building shall be no grea r than 125% of the design load as specified in Sections 780CMR 131 4.4. e Builder/Designer Date 12—Z DO MASch,eck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 9-22-2000 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 + R-0.6 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-13 + R-0.6 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.4 For windows without labeled U-values, ,describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ]� No µ Comments/Location DOORS: [ ] 1. U-value: 0.51 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: [ ] 1. Furnace, 90.0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building. . envelope that are sources of air leakage must. be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 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. VAPOR RETARDER: [ ] 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. HVAC 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. [ ] 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 clocks s [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or' chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.574" Low pressure/temp. 201-250 1.0 1.5 1.5 • 2.0 Low temperature 120-200 0.5 1:0 1.0 1.5 Steam condensate any 1.0 .1.0 ' 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes .to the following levels '(in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1.25 1.5-2.0" 2.0+" 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 ----NOTES TO FIELD (Building Department Use Only)--------------------------- J n i16 + TOWN OF BARNSTABLE B ILDING-PERMIT APPLICATION Map Parcel Permit# V Health Division S ` Z � Date Iss ed : [OL) Conservation Division 11� bD Fee 1�> 7,2-� 9 Tax Collector=�- i :� a ��-�� SEPTIC SYSTEM MIST BE Treasurer INSTALLED IN COMPLIANCE Planning Dept.�! �Y P ,�,..,�.�h-�, �4c ��,�,�� �d��° t,�ro� WITHWLE5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board ��d '"~ TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street A�ress uM � W`�'°? Village r Owner Q S Address 600 L Telephone �- r Permit Request � 1`(�-��'- Q �c �aCka� Square feet: 1 st floor:existing proposed I 1 2 floor: existing proposed r3 Total new o�S Q0 Z nin District Ly Flood Plain Groundwater Overlay P Estimated Project Cost Zoning y 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 YI A" Historic House: ❑Yes ��o On Old King's Highway: ❑Yes �o 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 q 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 P000l:/❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing d'new size /'" X_i ed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Comniiercial ❑Yes 00 If yes,site plan review# Current Use NkcQ„�- Proposed Use J i UILDER INFORMATION Name Telephone Number Address C� / License# C/"S M T) 6 0 Oo�(�1 Home Improvement Contractor# Worker's Compensation# a0c) f Lt-) (00( ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURES DATE z ©® FOR OFFICIAL USE ONLY PERMIT NO. 9 `� DATE ISSUED ° MAP/PARCEL'NO �, m ' .» �--: •� ,. -' - - � . - ADDRESS ` C VILLAGE 4 OWNER - ' ^ •d _ .$- na�- ti •. .. •tit .. DATE OF INSPECTION: �j FOUNDATION "/��� ` FRAME bw - INSULATION ' t e FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL a � , GAS: ROUGH -FINAL ° FINA BUILDING �L• - DATE CLOSED OUT ` } 2m r C ASSOCIATION PLAN NO -E , — , c"t 'I CYl z 3(Y.(r z o 30'-CJ ., (f)O o . L-1 27'-6". _ T-11' 7-1P 2'-1P T-lV A A3 A3 Z Lpd D D D N `.�v Sri%A. �[sc. bm %�,..../• v i f b dd w O�1QCO io [ Ids A y 0 - rr 0 4 OO o F o ON P T.4 x 4 POST UP TO - It? —— _ i b b b D RIDGE W/CASING - • - <I GARAGE S I---I ——-� SLOPE 7 TOWARDS p —— DOOR) In 4 b n 2 x 8 FRAMED PLATFORM b CONC. O r B UP APRON �-i _i+,/■ < 7 - ------ ---- ---- --- W C C b b OVERHANG { NEW ___________ _________ ________ ___ ________ iv tv BELOW ' STEP F F OF AUNEOFE to E C)A3 B DIA STRUCTURAL COLUMNS WALL6'-P 6'-P TO MATCH EXIST HOUSE I BELOW7-7 3'-1P 17-P76• 7-P 7-P ' `` 4'-P 4'-0* 8'-P 4,-O, co 4` FIRST FLOOR PLAN P z GARAGE = 673S.F. SECOND FLOOR PLAN SECOND FLOOR`= 673 S.F. � SCALE 1/4" = 1,_0„ WINDOW SCHEDULE NOTES: TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS DATE: A ANDERSEN TW 2446 2'-6 1/8"x 4'-9 1!4" DOUBLEHUNG 1. CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD 2. CONTRACTOR TO VERIFY DETAILS&FINISHES IN THE 10/27/2005 B AW 251 2'-4 7/8"x T-4 7/8" AWNING FIELD WITH OWNER. C TW 2852-2 5'-7 15/16"x 5'-5 1/4" D.H.NARROW MULLION JOB NO.: D I TW 2442 2'-6 1/8"x 4'-5 1/4" 2005DI E " TW 24310 2'-6 1/8"x 4'-1 1/4" " -. y THE DESIGNER SHALL BE NOTIFIED IF ANY r '3 ERRORS OR OMISSIONS ARE FOUND ON F TW2032 2'-2 1/8 x3'-51/4" " " f THESE DRAWINGS PRIOR TO START OF DRAWING NO.: CONSTRUCTION THE BUILDING CONTRACTOR G TW 2432-2 4'-11 15/16"x 3'-5 1/4" D.H.NARROW MULLION WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION '+- COMMENCES WITHOUT NOTIFYING THE NOTE:VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS DESIGNER OF ANY ERRORS OR OMISSIONS THESE DRAWINGS ARE SOLELY FOR THE USE WITH WINDOW MANUFACTURER OF THE OWNER NOTED ANY OTHER USE OF THESE REVISED: 12/28/2005 CONSENT OFITHE DESIGNERS THE WRITTEN (` �t 12 NEW RAKE 8 TRIM BOARDS I TO MATCH EXIST HOUSE NEW ASPHALT SHINGLES 10 TO MATCH EXISTING HOUSE � z Q Vim' 12 a: C7 c\j - 12 C/)Q O 12 �I w Q TOP OF PLATE TOP OF_PIAT Q [y] CD r7-, CfJ ® ti' LLLI C� ::D Wcr,=N o l-' q W Pm¢- Q tO of m h �- TOP OF PLATE OVERHANG - TOP OF PLATE _ Q KNEEWALL KNEEWALL SECONDFLOOIF SECOND FLOG "'.r�. SUBFLOOR _ SUBFLOOR TOP OF PLATE P TOP OF PLA COLUMNS W C.SHINGLE SIDING TO MATCH EXIST - �=�� ���� S.-TO WEATHER T M o HOUSEAT REAR RIGHT SIDES ZD ao 00[=0 0=00 dN TOP OF FOUND TOP OF FOUN a NEW SIDING TO MATCH F---1. F R_O N T ELEVATION (STREET) FRONT OF EXISTING HOUSE RIGHT SIDE ELEVATION CFONT RIDGE VENT O W O 12 W O w 12 ( r Mq 1 x 8 FASCLA 8 II y 4+� FRIEZE BOARDS - TOP OF.PLATE TOP OF PLATE N TOP OF PLATE ^�TOP OF PLATE O KNEEWPJ-L - KNEEWALL if �.. __ SECOND FLOORe SUBFLOOE SECOND FLOOR'. SUBFLOOR co TOP OF PLATE _ TOP OF PLATE SCALE OVERHANG G 1 M NEW SIDING BRACKET MATCH FRONT OF EXISTING HOUSE DATE 'NE. CORNER BOARDSLLLA p 10/2712005 �TO MATCH EXIST HOUSE Z 4 e w m m a tTOp fit JOB NO.: 2005DI TOP OF FOUND. OF FOUND.-- DRAWING NO.: LEFT SIDE ELEV .A T ION REAR ELEVATION REVISED: 12/28/2005 A2 .I ' 30-0" z-c 2r-G TYP E•x 18' CONC FOOTING - 7YP.8'CONC A Z - FOUND WALL OP——:�.-TOP OF FOUND.•%t,1"ir'. '9%:s'"--1_ -,c`t '.:�;z_`- �:='.<fi_sa:.'�-�srryr';:.'•�'a;rr:-s"r",,�.:x,3:: :�t;�;uki��� I Q W Q O. rI I — --------- DR QD AT DOOR iI PONC COW �D I p .�W I I I I F c, � N W� I 'r I If I F-m`�oo II i Q� o s I II DROP TOP OF FOUND i y I AT O H DOORS I I �V 5 - 1 GARAGE Ix I !-�'`' F I SLOPE 2"70WAROS I Ii 1 DOOR) 1 i II I �:D n. Io NOTE: REFER TO TJ-XPERT FRAMING PLANS --+FROM TRUSJOIST FOR FLOOR,ROOF,& O I I I I BEAM FRAMING I '`` f I I ✓� CL (yI► — ——————— ——————— ------ ---� ;; I l— NEW ROOF CONST. CONT.RIDGE VENT 2 x 10 ROOF RAFTERS @16 o c r T, 1l2 COX PLYWOOD ROOF SHEATHING CONC / + / + a - t2 -ASPHALT ROOF SHINGLES j O N -4-1. FELT PAPER O I•�-+ \ \ \ •SI1PS x2lY LVL19EkIDGEBEAS A NEW 2U'OIA"BIGFOOT"FOOTINGS .2-1 7S x 950'LVL 10 •AT ALL N H 2 5 HURRICANE CUPS ( \ IC ALLRAFTER ENDS (�T G-R I1• I1•_• A3 5' UNDER 12'DIA SONOTUBES AT -ICE!WATER SHIELDAT BOTTOM PORCH ^, \ � 3'O'OF ROOF . 72 srn 3.F 7 --�43/// \\\ 12 c U of , 3D•-a --- / // / \ \ F w C^ /� �;n w ' /� �� // //// USE SPRUCE/PINEfFIR NO-7 R 2 GRADE -COFFI ALUMINUM { r SVC ,Ld` �5�= '(.�` \ SOFFIT VEMS 1�1 / // OROWGIAS FIR P[O.1 OR2G-.PC^E F7 t• /� \ \ 1--TYP. WALL CONST• � \\\ 1.2 x 45TUDS Q I6'oc ti T►� 2.12"PLYWOOD SHEATHING v S \\\ 3 W C.SHINGLE SIDING a 4-TYVEK VAPOR BARRIER- / TOP�P ATE 4'T 8 G ., PLYWOOD SUBFLOOR, SECOND FLOOR 3-LTS x 16'19 E LVL GLUED 8 NAILED SUBFLOOR BEAM(VERIFY W1 MFR)��. @ ^•y 16'TJI 560 FLOOR JOISTS 1E o c ' TOP OF PLATE SCALE 1/4"= 1'-0" e"DIA COLUMNS TO MATCH EXIST HOUSE N DATE: P T.2.6 SILLVY SEALER Ir 10/27/2005 8 ANCHOR BOLTS Q 4T o c SEE MFR'S.DATA SHEETS (4'CONC SLAB ALSO WITHIN 12'OF EACH CORNER FOR COLUMN INSTALLATION SLOPE Z'TOWARDS ipp OF I JOB NO.: INSTRUCTIONS DOOR) FOUNDATION .I 2005DI TYP 8'CONC. a_ SECTION ION a� GARAGE FOUND WALL z DRAWING NO.: n NEW 28'DIA IA SO OT FOOTINGS �,. TYP 8'r,ib' UNDER 4-C DIA SONOTUBESAT CONC FOOTING PORCH 4'0'DEEP_ REVISED: 12/28/2005 ' r zo (n p o s-D' zrs x.c W In:: - • (SHED DORMER) A �C/) A3 A3 W Fm�N �1 u I� 16'T3I 569 JOISTSQ I6-oe In O 4x6POST 2 x 12 RIDGE BOARD UP TO RIDGE 4 1 75'x 20'1 9 E LVL RIDGE BFAM m O m .' � O 2-1 75"x 95(r LVL 7 x 0 � 0 Q Y � Q - I I,' m T ml • o 0 2-1 7S x 9 SIT 1 9 E LVL HEADERti N I ^I w O ^ r•, 2-1.75 x 1 E 1 9 E LVL HEADER A _ 2 x 6 RAFTERS Q A A3 COVER A3 � IZ GABLE.DORMER (SHED DORMER) GABLE DORMER SECOND FLOOR FRAMING PLAN 24' w o 1cn ROOF FRAMING PLAN SC `� _ SCALE: NOTES: I/4" 1.ALL RAFTERS TO BE 2 x Ids UNLESS OTHERWISE NOTED DATE: r' 2.VERIFY ROOF FRAMING&SUPPORT W/ 10/27/2005 _ STRUCTURAL ENGINEER,NOTIFY DESIGNER IF CHANGES ARE REQUIRED JOB NO.: 2005DI NOTE: REFER TO TJ-XPERT FRAMING PLANS DRAWING NO.: FROM TRUSJOIST FOR FLOOR•ROOF,& BEAM FRAMING A REVISED: 12/28/2005 A4 ' t Progosed New Construction in ' Cotuil MA . Pre ared For : Ro er Anderson & HenryDi iocomo Assessor's Map: 025 Lot: 008/001 Baxter-Nye Engineering & Surveying Community Panel Number 250001 0021 D Registered' Professional F.I.R,M. Map Zone: C Engineers and Land Surveyors Plan Reference: Lot 2 ® Plan Book 552 Page 45 76 North Street Hyannis, MA.;' 02601 Deed Reference: DB 14,215 Pg 052 ry Phone — (508)-771-7502 Fax — (508)-771-7622 Owners: Roger Anderson & Henry Digiocomo Job Number. 2005-225 Scale 1" = 40' Date 12-20-2005 N se'41'50* Ek 240.49' N 7 LOT 2 G PLAN BOOK 552 PAGE 45 Z 57,223t SQ. FT. v " 1,31t ACRES yr 2 N BUILDINGS LOCATION SHOWN ON THIS PLAN WAS COMPILED FROM 0 -� AVAILABLE RECORD INFORMATION AND DOES NOT REPRESENT A FIELD SURVEY Z. N� 7 QO 99.32' S s5.22'48" W ` 50 A w y o PROPOSED NEW CONSTRUCTION 26' x 30' GARAGE 0 N N K 128.67' a, k S 51.�gor 41 Ln 0 0' 40' 80' 120'. / I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED NEW CONSTRUCTION SHOWN w HEREON IS IN COMPUANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA, m En THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH. PROPERTY 'LINES RI 2 Ln N REGIS PR FESSIONAL LAND SURVEYOR N BAXTER, NYE do HOLMGREN, INC. DATELn " a`'" 12.2 a•oS 0 0 N O , r Z rn 3oP cZ7C]� 'o'P to 00 o 7-6' /•� W T-11' 2'-1P 2'-1P T-i t' rC. p A Z ���i D D D A3 �Lo�N O ca b M iD t 0 O A � F O 0o (D F� x O 4 5 x 4'-P 2'-P O a ON PT.4x4POSTUP TO b In l r ry In _ RIDGE W/CASING _ J GARAGE 0 s ---I (4•CONCSLAB a UNFINISHED 4 ——--I SLOPE 7 TOWARDS STORAGE- DOOR) In b W b 2 x B FRAMED PLATFORM x • 4 0 O b CONC. APRON - O 06 F— t? W O Z I C C b b OVERHANG ----------- ———— --- � - NEW ----------- -- -------- --- -------- i� iv BELOW i STEP Y w b F F F E ^ I--� A LINE OF E F�-d ��—/ A3 g DIA STRUCTURAL COLUMNS G-7' G-0' 5'{,p TO MATCH EXIST HOUSE WALL r BELOW A3 Z-0' 74T 1'S 2-6' 7-6' 1'-E 7-P Y-ff �••/ 24-P r y�� 4 6 '-P -P q•-d' q''a• co J 6'-P 24'{T FIRST FLOOR PLAN GARAGE = 780 S.F. � c SECOND FLOOR = 673 S.F. SECOND FLOOR PLAN SCALE WINDOW SCHEDULE NOTES: 1/4" = 1'-0" TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS 1. CONTRACTOR TO VERIFY ALL CONDITIONS IN THE FIELD DATE: A ANDERSEN TW 2446 2'-6 1/8"x 4'-9 1/4" DOUBLEHUNG 2. CONTRACTOR TO VERIFY DETAILS&FINISHES IN THE 10/27/2005 B AW 251 2'-4 7/8"x 2'4 7/8" AWNING FIELD WITH OWNER. C TW 2852-2 5'-7 15/16"x 5'-5 1/4" D.H.NARROW MULLION JOB NO.: D " TW 2442 2'-6 1/8"x 4•-5 1/4" 2005DI E " TW 24310 2'-6 1/$"X 4'-1 1/4" " " THE DESIGNER SHALL BE NOTIFlED IF ANY ERRORS OR OMISSIONS ARE FOUND ON TW2032 2'-2 1/$"x3'-51/4" " " THESE DRAWINGS PRIOR TO START OF DRAWING NO.: CONSTRUCTION THE BUILDING CONTRACTOR G TW 2432-2 4'-11 15/16"x 3'-5 1/4" D.H.NARROW MULLION. WILL BE RESPONSIBLE FORTHE CONTENT IN THESE DRAWINGS IF CONSTRUCTION NOTE:VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS DEs crEiea of ANr FDxDRORs oRIOMISSEONS WITH WINDOW MANUFACTURER THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED ANY OTHER USE OF REVISED: 12/28/2005 THESE ONSEDRAWIHEDESIUIRES THE WRITTEN Al oj, 12 NEW RAKE&TRIM BOARDS TO MATCH EXIST HOUSE NEW ASPHALT SHINGLES 10 TO MATCH EXISTING HOUSE z Q 12 at Q N LL' C/)O o t2 12 TOP OF PLAT 1----7 �J"'W I TOP OF PLATE __-_ m�W�--. ---- ® ® ® Ir C� E5 �N N y - 9 w C)03¢CX� _ o m N TOP OF PLATE r� r TOP OF PLATE OVERHANG Q KNEEWALL KNEEWALL - SECOND FLOG Sr- FLOORT SUBFLOOR SUBFLOOR P TOP OF PLA �1 TOP OF PLATE <1 W DIA COLUMNS S w OI WEATHER ING O o TO HO MATCH EXIST AT REAR 8 RIGHT SIDES oaoo a000 � � o ao EIaEl ❑aoc� 000a oaoo - TOP OF FOUND TOP OF FOUN S I H�1 _— TCH FRONEW NT OF EXISTINDING TO G HOUSE Y Qy FRONT ELEVATION (STREET) RIGHT SIDE ELEVATION w � CONT RIDGE VENT O � 12 _ Z 10 � W � ram' 4± 2 1 x 8 FASCIA& FRIEZE BOARDS -4 Az �- TOP OF PLATE T_OP OF PLATE m N w ILSU.FL.OR TOP OF PLATE POF PLATE ®KNEEWALL NDSECOND ��SUBFLOOR R SCALE: TOP Of PLATE &"TYP TOP OF PLATE OVERHANG' 1 Ll NEW SIDING TO MATCH ® BRACKET _ DATE: — FRONT OF EXISTING HOUSE19 10/27/2005 CO NEW CORNER BOARDS f TO MATCH EXIST HOUSEzo ?h JOB NO.: 2005DI TOPOF FOUND. DRAWING NO.: TOP OF FOUND. LEFT SIDE ELEVATION REAR ELEVATION' REVISED: 12/28/2005 A2- . 30-0" 27'-6' '�.. TYP B"x 1B" CONIC FOOTING A TYP.B'CONIC FOUND WALL A3 z Q -- -------------- ———— ———— (Q QN O cD ——————————————_ �.'r(';.:..iY'.'..n$i.'.�i:.r ^.:S:a:l:"'i.::•:r..Cfb-k•....Jli:i .;(lsq .'6.^.r�'li.-7.'Y1`�zil..:s"-=',.i:2.�4�.-$.� 'a;t.%'f43%� I ti++ n� r — ———— ——— � n ^4L {: I Izre r\ > W co Y. I DROP TOP OF FOUND ',: I AT DOOR ONC (ya C/)W.—. PPxD C� �� `�Wm:CV Lij 0c � ' I I DROP TOP OF FOUND _ I tf I AT 0 H DOORS I 5 GARAGE I x(I �JyRAGE I. � � r_ I O I � i (d-CONIC SLABI-s - SLOPE 2'TOWARDS ' I DOOR) NOTE: REFER TO TJ-XPERT FRAMING PLANS — O FROM TRUSJOIST FOR FLOOR,ROOF,& c 1 I I BEAM FRAMING ► NEW ROOF CONST. ME II---------------------------- - -J ; J v&'•?a''r 'w.<vX i ;?i ii= i fi311��3 o' :h3'.xY' aa$ ..Y- J s:m :+F Tsflc6 j'.'R; K.— CONT.RIDGE VENT xi I 2x10 ROOF RAFTERS�+6'oc �'' �- -1?COX PLYWOOD ROOF SHEATHING r -7 ——— —————— ———— ASPHALT ROOF SHINGLES O O CONIC N 12 -15LB FELT PAPER a y -41'R^N + + -4-1.7�x 20"LVL 15 E RIDGEBEAM K.! X - MPSON H 2 5 HURRICANE CUPS \ \ \ 2-1 75'x 950'LVL + A 0 AT ALL RAFTER ENDS Z A NEW 26'Dw'BIGFOOP FOOTINGS l -ICE)WATER SHIELD AT BOTTOM A3 S UNDER 17 DIA SONOTUBESAT / /\ \ 3'O'OF ROOF fi-5* 1F-T I I'-T PORCH 4'0"DEEP t2 /// \\\ w x� ^ TOP OF PLATEQ� W A D�� ®� PLAN . w �� // //// USE SPRUCEIPINEffIR N0.1 21(i�ADE SOFFIT LVENTSUM (v, eL�`[� / // r OR DOUGIAS F:fFIR OR2G P�E / // / \\\ TYP.WALL CONST. Z \ 1.2 x 4 5TUO SHED IZ UNFINISHED \\ \ 2.1?PLYWOOD OD SHEATHING a \ \ 3 W C.SHINGLE SIDING m a STORAGE \ \ F ,n 4TYVEK VAPOR BARWER / TOP OF PLATE LUED F�WALL r4'TgG OD SUBFLOOR, 8 NAILED SECOND FLOOR 3+.7Sx16'/9ELVL 4 SUBFLOOR O� /. BEAM(VERIFY W/MFR) 16-TJI 56D FLOOR JOISTS Q lit o c TOP OF PLATE ^ ^~ SCALE: B'DIA COLUMNS TO MATCH EXIST HOUSE - N N DATE: P T.2x 6 Sli SEALER 6� m 10/27/2005 &ANCHOR BOLTS @ 4r o c ALSO WITHIN 12"OF EACH CORNER SEE MFR'S.DATA SHEETS (4-CONC SLAB FOR COLUMN INSTALLATION SLOPE 7 TOWARDS TOP OF JOB NO.: INSTRUCTIONS DOOR) FOUNDATION 2005DI TYP B'CONC. SECT a� GARAGE FOUND WALL -- DRAWING NO.: o Z A o Z o s NEW 28'DIA'BIGFOOT'FOOTINGS A3 TYP B•x+L� A3, UNDER 12'DIA SONOTUSES AT PORCH 4'0'DEEP CONIC FOOTINGREVISED: 12/28/2005 OQ zn� 39.(r Q �?d N so•-a• 6•.p- 2r.� 0 z- Ldp c o (SHED DORMER) a--Q (� W5� q W cc/)Co A W A3 A3 W=N F co Q o0 0 Ll U ly:31 'n I� I� I J W O N 1�1 16'TJI 560 JOISTS(j 16'o c m n o O 4 x 6 POST u� V 1 N 2 x 12 RIDGE BOARD UP TO RIDGE _ � § § 4 1 7S z 20"19 E LVL RIDGE BEAM W 2-175.x 95Q'LVL w Z so m 1 L < O O m Q � � W O w 2-175'x 950'19 E LVL HEADER — —��.1-- -- — �= — — //) o b 2-1.75'x 18'1 9 E LVL HEADER A 2x6RAFTERS@ A Gl ^ •` A3 COVER A3 30'-(r f l V L GABLE DORMER (SHED DORMER) GABLE DORMER r l �'•I , SECOND FLOOR FRAMING PLAN W �M c'J ROOF FRAMING PLAN SALE: 1/4" = 1'-0" NOTES: 1.ALL RAFTERS TO BE 2 x 1O's UNLESS DATE OTHERWISE NOTED 2.VERIFY ROOF FRAMING&SUPPORT W/ 10/27/2005 STRUCTURAL ENGINEER,NOTIFY DESIGNER IF CHANGES ARE REQUIRED JOB NO.: 2005DI NOTE: REFER TO TJ-XPERT FRAMING PLANS DRAWING NO.: FROM TRUSJOIST FOR FLOOR,ROOF,& BEAM FRAMING REVISED: 12/28/2005 A4 posed New Construction in Cotuit, MA . d For : Roger Anderson & HenryDi iacomo Assessor's Map: 025 Lot: 008/001 Baxter—Nye Engineering & Surveying Community Panel Number 250001 0021 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors Plan Reference: Lot 2 0 Plan Book 552 Page 45 78 North Street Deed Reference: DB 14,215 Pg 052 Hyannis, MA., 02601Phone — (508)-771-7502 Fax — (508)-771-7622 Owners: Roger Anderson & Henry Digiacomo Job Number. 2005-225 Scale 1" = 40' Date 112-20-2005 IF1 9'� v � �o N 88'41'50" E 240.49' Ln 7 2 -A LOT 2 G PLAN BOOK 552 PAGE 45 Z 57,223t SO. FT. 1.31 f ACRES ti O, �A BUILDING LOCATION SHOWN ON THIS PLAN WAS COMPILED FROM O AVAILABLE RECORD INFORMATION .n AND DOES NOT REPRESENT A S N 2 FIELD SURVEY O r� 7 99.32' S 8522'411~ W 5� t Z PROPOSED NEW CONSTRUCTION N - r� 26' x 30' GARAGE Q, m 0DO 4 N z o a - 0 N O N VI N 128.8Y Ln N m I + � 0 0' 40' 80' 120' 0 N L 3 / I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED NEW CONSTRUCTION SHOWN Ld HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA, j THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. ' N Ln ,. 12 -20-2caoS ` tip. O REGIS PR FESSIONAL LAND SURVEYOR , , INC.N BAXTER NYE & HOLMGREN INC DATE 0 12.2o-oS / O O N. O Nd, cock't Foundation Location in; Cotuit, MA . Pre ared For : Roger Anderson & HenryDi iocomo Assessors Map: 025 Lot: 008/001 Baxter—Nye Engineering & Surveying Community Panel Number 250001 0021 D Registered Professional F.I.R.M. Map Zone: C Engineers and Land Surveyors Plan Reference: Lot 2 0 Plan Book 552 Page 45 78 North Street Deed Reference: DB 14,215 Pg 052 Hyannis, MA., 02601 Phone — (508)-771-7502 Fox - (508)-771-7622 Owners: Roger Anderson & Henry Dlglocomo Job Number: 2005-225 cpp. Scale 1" = 40' Date 03-23-06 60 N 88'41'50" E 240.49' N Z LOT 2 G PLAN BOOK 552 PAGE 45 - Z 57,223i SO. FT. 1.31 t ACRES s Z �s 1p BUILDING LOCATION SHOWN ON THIS PLAN WAS COMPILED FROM 0 -► AVAILABLE RECORD INFORMATION �• AND DOES NOT REPRESENT A FIELD;SURVEY yg Z wig M Y Q 99.32' S 85'22'48" W w 61 4 O Z N rri � o Ln `� g 59 FOUNDATION 9 �• 26' x 30' GARAGE Sc LOCATION DATE: N co 03-21-06 0o g CB/DH FND � 128.87' a CB/DH FND S a Ln U N J i 0 0' 40' 80' 120' 0 N / L N L O 3 / I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNDATION SHOWN HEREON .IS w IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK > REQUIREMENTS AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. Of n THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. u� • Li J N N o N REGISTERk'PROFESA AL LAND SURVEYOR N TER, NYE & HOLMGREN, INC. DATE �S-�3,oC. Ln 0 N O ]IIC DRUMMOND DESIGNS.NC, Your Home Plan Experts 2950 Boul. Lemlre,Drummondville (Quebec) Canada,325 736 (819)477-6646 ATTENTION I . - FOR ANY TECHNICAL INCOMPREHENSION ,j,-�, - PLEASE CONTACT THE PROJECT RESPONSIBLE, r AT TIE NRMBEt ABOVE BEFORE THE BESINNIN6 OR THE COURSE OF THIS PROJECT. COMMENTS _ E-MAIL ,lemrbvmbrd-Ga�lyeftdn HEAD OFFICE.I-6144TT-"I5 NOTES I AT THE EXTRLMNFS VIDI ILATOR.SCfa$1 I OUALl PLANS HAVES AN DRAM AC4ICES a71N5 TO HItA — IY X 2W rTRIAN9U_ARE7 ^ I _ Bl a Copyright Protection,INK RATE O STANDATO Arm PRCONSTRUCTION. ONST j AHD . H AN AM " / \\ 13 1 A Is a violation of the ns unless thisnoice �L��An��BUILo�iND COVE RE� CNllr@✓PL.A'I.HL9 / \ 1 Adt to print these plans unless Ihle notice `ARy AHp AS s,�K PLANS HAY REGIURE MODIFICATION". / \ IO I appears in RED and the customer has a - TIE BUILOINS CONTRACTOR MUST REVISE AND INSURE THAT ASPHALT SHINGLE - / \ I release form by DRUMMOND DESIGNS THE PLANS MEET ALL&OVErz I-ENrAL RE4IuIRE4rrs IN THE INC.The release form must be signed and. AREA WHERE TH HOUSE HILL BE BUILT. AN ARCHITECT OR 1 Completed in full by the bluoprinler and EN AREA MAY NEW TO APPROVE THESE PLANS AND AFFIX HISMER SEAL FOR LESAL OR SAFETY RFA50N5. / \ 1 retained b the customer. ORU?1OHm DESIONS INC ALL NOT BE HELD LIABLE FOR O ALL BL PRI E INK - ANY ADDn1oNAL MODIFICATIONS REQUIRED BY CITY OR \ COUNTY OFFICIALS. DRUHHOHD DESISNS INC.HILL NOT ASSIIMB LIABILITY FOR MISHAPS BEFORE,PWINS OR AFTER I / ------------- --- \ THEUSE OF THESE PLANS____ If ANY/ I I ADDITIONAL INFORMATION OR CONSTRUCTIONN DETAILS ARE REOUIR®,CONTACT ORLH4 0NIP DE91eN5 AND IT MILL BE .. I ASPHALT SHINSLE I - OUR PLEAS MZE TO GUIDE YOU. AT THE EXTREHITI THIS HOME PLAN HAS BEEN ORISINALLY DRAM BY ]'x 6••24•1/1 DITLM4QSJ pEgk5Ns I/Y..AND 5 ITS FJ(GWSIVE PROPERTT" i Ib•��il'P -®®o ANY REPRODIIGTION B d STRICTLY Pt1�IDIDEN _ —' / \ FtA5HMN0 TTP / \ 1O I TOP OF TOP PLATE THE PURCHASE OF A NONE PLAN DOES NOT E CANINCL"VE THE L] a a _�_ _ �,// \\ I ------------ LICENCE FOR AD2,EST. H V5EHTHISEOFAECAN E p1Y.ORAi1VE TtIMb -- -- -------- --- --- ----- — --- -------- _--_ I REWIRDASKT UPON WON AS MORE HEN ON HOUSE ISM ID I 1� / ♦\\ 1 BUILTR T A5 SOON AS MORE THEN ONE HHOUSE IS TO BE -- — ------------ -- ------- --- i BUILT WITH THIS HIOI4E PLAN.. / ® \ ' � R.A4HINa TTP DEGCRAIhE TRfA \ R _ SECOND FLOOR—_—_— —_—_---_—_—_—_—_/ Top OF TOP PLATE / —— — — C . --------- ——— T'--------- \ — ---_—_—_—_---_ _—_--_— Ib' _------_ , Ir ® ® ® ® ® IJ _—_—_ —_ _----------_ —_—_ TOP T,�P RATE_— IMPORTANT. NOTE ---- 6' - 6' HORIZONTAL SOME ADJSTMENTS MAY BE fWjWREO VERTICAL SIDING - DEPEEINO ON SITE GotmiT10N5 ALL WORK SHOULD BE CONE. SIDING 4 li -ACCORDa1S TO THE ESTABLISHED STANDARDS AND a. �TTT a O IN ACCORDANCE HITH THE LATEST COUNTY,STATE SC-COw FLOOR - ----- _ OR NATIONAL WNSTR1CTION CODES: TOP 6 TOP PLATE --_— _ _ -AU,ORDINB TO THE WULES OF ART: Top F TO _—_— _ .y _ STONE FIND SROIMD MANUFACTURERS RELOM•EHmATION5. '_C - Mgym TOP OF F-OUmAT1CTl IF APPLICABLE,ACGORDIHS TO THE ' — TOP OF Fo11MJATIQNI_—_— __ _—_—_—_—_- 1 APRON ANCADRASE ROD 4 TAR OR I h I I 4Manville ?TMP b 11 r ( I Asrx.LrPAPsi.w i s .•lo•a-� I I o b j j I I • 1 1 I 1 j j I I I I m I I s I 1' IRM51011 N� own Hr• ---1 1 TOP of FoorlHe TOP oP PoonNe ��� "n--- -�_� __� =�.T--------------l.r--- L--.- ----------------------1---L----1---1----------- ----L---------------1'------------L----J pr T SMOKE DETECTORS O.K. T.P. DU �g 8S1 SARNSTABL BUIL ING DEPT. [FAH FA _ M.P. eawvle+Aeelsr®wvn.e 6.8. i r - HRpLLr RESIDENCE _ FRONT ELEVATION HIµ w. yff.Hn. t1l DRUMMOND DESIGNS,.r. 1 Your Home Plan Experts 2950 Bout. Lemire,Drummondville (Quebec) Canada,126 716 (819)477-6646 ATTENTION - FOR ANY TECHNICAL INLOMPRNB6ION PLEASE CONTACT THE PROD T RESPONSIBLE, . AT THE MRa36R ABOVE BEFORE THE eWIHHSIG OR THE COARSE OF THIS PRO.ECT. STONE COMMENTS E-HAIL L .taodnmmwd-Geayn AT TE ITES, H AOOFFICEI-D9-4T7-5515 COLMERPLASHINS VEMLATOR-SCAE191 12-X 96-CIMAr49.LA17FJ NOTES NOTICE . .. SPRINTERS-RED K It Is a violation of the Copyright Protection THESE PLANS HAVE BEEN DRAW ACOORDINB TO M&4- Act to'pMnt these STANDARDS AND PRACTICES ArD ARE AN ACC1/- appears In RED and the customer has a RATE&VIDMINE TO BUILDING CONSTRUCTION. HOWEVER, 12 / - I release form by DRUMMOND DESIGNS LOCAL REOULATION5 AND BUILDING CODE REOQREMEMS VARY,AD AS SUCK PLANS MAY REOIRRE MOVINCATONS. B \ FLAC3 aN INC.The release form must be signed and NG 9 TYP ITHE BUILDI COMRAfTOR MUST RM AND SE A INSIRiE THAT AT tK EMRBRmFS ASPHALT SMINBLE �� \ - complated in full by the blueprinter and THE PLANS MEET ALL GOVERM'ENTAL RHiIIRENERi5 IN THE z-X 6-•24-ao // I retained bg the customer. AREA MERE TH HOUSE POLL BE BUILT. AN ARCHITECT OR I / INOTICE TO ALL L EPRINTE S D INK ENSMEER MAY NEED TO APPROVE TE5E PLANS AND AFFIX I / I M5/IER SEAL FOR LrSSAL OR SAPETY REASONS. .DRLT?tOrD DESWRG INC ALL NOT BE HELD LIABLE FOR ANY ADDITIONAL MODIFICATiON5 REWRI)BY CITY OR COUNTY OFFICIALS. ORL"40HP DB5I6N5 INC.ALL NOT / // \\ r\ OR AFTER lTM SE OF TTHLITY ESSE�M FOUR CONS�FORZ TRIICTIONN.IF ANY -----_---- ADDmONAL UFORMT AR AON OR CONSTRUCTION DETAILS E _-—_—_—_—_—_—-—_— - REWIR®.CONTACT M"IOID DL5I61,15 AND IT HILL 13E DLO• OUR PLEASURE TO 6UmE YOU. / Ib' TH5 HOLE PLAN HAS BEEN ORIGINALLY DRAM BY D -OMP OE51G16 INC.AND 15 ITS EXCLUSIVE PROPERTY, HORIZONTAL D I mo' gR's 12 // - - - ARY fREPRODLGTIOH 15 5TRIGTLY FOREBIODBR. —_ THE TwM 6—- __—_—_---_---_—_—_ THEPIIRGIASE OF A HOtE PLAN DOES NOT INCIIAE THE LICENCE FOR ADVERTTSIIIG USE.THIS LJC@ICE CAN BE BOLSHT UPON REOLEST.THE FuRCNASE OF A LICENCE 15 R15MARED AS SOON AS MORE TIP!ONE HOUSE 19 TO BE ---------- I / ® BUILT KTH THIS HOLE PLAN. Ft / _ -------------- _ _ _------DECORArrw TRIM 2 4' 4 ry -__—_—__ .—_—_NG- RAILING _—_—_—_—_—_—_—_ —_—_. _---_—_—__ e. STOW APRON - - aF-1ao - FINISHED GR.C/1tD I I I m I I Q I I YNE O o ROD N TAR OR I I I I I iv p I I STO = I I ASPHALT PAPER•5O I I I • I I � I I I I I 1 1 I 1 1 ,6 I I 1 1 I J-L 11 r i -t I i t I I —_ I I —_�_ L--J arAA L-----J---J-----L---L--- - -----------------------------------------1--------J T DU Ab 8S1 n DG. wwar x MP. rxrAm e+ cwartar AaaDlm wvrnHa 68. umlr ..A", RESIDENCE RIGHT ELEVATION PAm ' 1/4�• 1,-p• Isiolias ., 0./M 110. yQr rip 2W ong. 2-11 ]IIL DRUMMOND,DESIGNSt.�: Your Home Plan,Experts 2950 Boul. Lemire,Drummondville - (Quebec) Canada,J20 736 _ - (819).477-6646 ATTENTION 1 FOR ANY mCNICAL INW�10K PLEASE CONTACT THE PROJ&-T RESPONSIBLE,. . - - AT THE NL04EM ABOVE BORE THE BBSINNIN6 . OR THE COu"E OF THIS PROJECT. . COMMENTS - E-MAIL tecniatrT.nnonld-deNgeccm . - HEAD OFFICE,I-019-477-5915 STONE NOTES BLIJ PRI T AT THE EXTREMInE5 , II Ia a Violation of th� E o THESE PLANS HAVE BEEN DRAM ACC.ORDIN&TO'Ue"- vE X24'OR ANOULA- 12 - Act to COPYTi9ht PTO}B,t,,n GUAL1T Y STANDARD•AND PRACTICES AND ARE AN ACIA- ' _ p•x zs•nwANeLLAnr -. - - appears in these plans unless this notice RATE 6UDELINEIOBIALDIHNBLVINS CTION. HOYtVER. 9 release t0 RED antl the customer has a LOCAL AND AS IOHS AND S MAY B CODE ROD FiENEM" . - INC.The to DRUMMOND TART,AND A5 SUCH,PLANS MAY REWIRE AND iN WE THAT DESIGNS THE PLANSBUILDINS,M CONTRACTOR MST TAJ-R AND W I NTH� \ '. _ � � IeasB fOfm mast be Signed and THE PLANS�T ALL BOJERM'ENTM_REpARENtMS IN DE - / _ I mpleted In fW1 by the glue nnter end customer. p �1MER MAY NOD TOHAPPROVEILT4HESEEP��T�Ix \ A5P+fAL7 5MIN6LE . - I Ft.I51AIN9 TYP / \ I -ALL BLUEPRI - DIRER SEM.FOR LEGAL OR SAFETY HELD LIABLE / \ AT THE FXlitB•011ES NTERS-RED INK DRLl7!'101ID O[.S16IF INC-.WILL NOT BE HELD LIABLE FOR • - I / \ 3'x 6•.]I'c/c ANY ADDMONAL MODIFICArION5 REGIUMED BY CITY OR CQ OFFICALS. DWMMdD DES16M IHG.WLL NOT A551RE LIABILITY POR MISHAPS BEFORE,DURING OR AFTEIZ \ I- THE USE OF THESE PLANS FOR C.OM'17d1CTION. IF ANY ADDITIONAL INFORMATION OR CONSTRUCTION DETAILS ARE FMWi D OUR PLEASURE TO SUPS YOU. D U.ID E'�16N5 AND IT WLL BE _—_---__ _—_—_—_—_—_ _—_—_—_—_—_—,_—__ THIS HOPE PLAN HAS BEEN ORIGINALLY DRAW BY ._ _—_—_—_—_ DRI"40tND DE5106 INC.AND 15 ITS EXCLUSIVE PROPERTY: . - - ANY F43-RODWTION 15 STRICTLY FOR95VPM . 240• HORIZONTAL THE PURCHASE OF A HDIW PLAN DOES NOT INCLUDE THE LICENCE FOR ADVERTISMS USE,THIS LICENCE CAN BE BOUGHT WON REMIEST.THE F URCHP5E OF A LICENCE 15 TAT 6. _ - MWIRED AS SOON AS MORE THEN ONE HOLM IS TO Be - IMALT WITH TM5 MOPE PLAN. . FXNINB TYP _______ 12 - . b ; 210' 1 _ —-—-—-—-—-—-— I - - -—-—-—- -- I - ---,---------- RA91XN6 TYP O VERTICAL - - HiMLrrI6 IDIAIB - - ------ r------1 - - 6-_8.- FINISHED&ROUND I � li Il A. SLOPE A► - 1 R STONE APRON IArrH Q+Aee ROD t TAR 1 I O 4•TYP IA5PINLT PAPER 50 5 .a 10'•4'-� b•coHnRerE LMTEL. 1. 1 Nr I a ns°N w PATS m 1 REN•ORGN6 BAR In•db. I 1 b 1 1 aria I 1 p I ARWDOIT8NIN6 I 1 I L r11, L--J --_—_— --_— _ y' T.P. DU A SSI _ MP. - cwwrleeAmdrm NLwtAI. t9.B. cIN HFCT RESIDENCE LEFT ELEVATION M7E IS/of/-e �..r 1/4•. 1'-0' HAN NJ. 26" V. ]IIC DRUMMOND DESIGNS,.c. Your Home Plan Experts 2950 Boul. Lemlre,Drummondville (Quebec) Canada,12B 736 E 619)477-6646 PRINTEgS-RE I Is kv olshonot.tna copyl+em Prutaalc^ - ATTENTION I I rint these plenanless this noticet;In RED and the customer has a Fan ANY TECHNICAL INOOh�SION,19im by ORUNIMON6DESIGNS PLEASE CONTACT THE PRO"T RESPONSIBLE. e rebaseCorm must bAT TIE N MDER ABOVE BEFORE TIE BBGINNINS lad in lull by the blueoR THE COURSE of THIS vRa ecT. b Mork COMMENTS E-MML ,teati6�.nr�vlcldeelgecdn STONE HEM OFFICE.1-6I9-477-9315 AT THE EXTR&9TM 1 NOTES VBTfiLATOR"SCCAM /\ I— _ - THESE PLANS HAVE BEEN ORA&4N ACCORDING TO HIGH- . I - D'X 24' / \ ah%LITY STANDARDS AND PRACTICES AND ARE AN ACCU- AT TIE exTPZMTE9 \ 12 I RATE GUIDELINE TO BUILDING CONSTRUCTION. HOWEVER. 2•x b"•24•Uc l 12 / \ 1 LOCAL RBOULATION5 AND BUILDING CODE RBW Rt34ENT5 ASM4ALT SHINSLE 10 / \ VARY,LDI AS SUCH PLANS MAY REQUIRE MODIFICATIONS. HA \ 10 THE PLANS MET ALL TOFZ6OVE MUST REVISE Alm MEETS I THAT THE PLANE E TH ALL HOUSE HILL 1 fENTAL T89E BUILT. AN EC IN THE AREA\ 1 - T OR ENGINEER MAY NEED TO APPROVE THESE PLANS AND AFFIX NEUTER SEAL FOR LEGAL L SAFETY REASONS. ANY A Tm ONAL MODIFICATIONS INL 1 N BE NEED LIABLE FOR ANY ADDITIONAL . RMONDES16NS IN . CITY T -- --------------- \ A LIABIWINTY LITY FOR M BEFORE IO�NBLLRAFTER I / ------------------ OR I 1 ——— - THE USE OP THESE PLANS FOR cOH''TPoXTION. IF ANY ADDITIONAL INFORMATION OR c%9TRUCnON DETAILS ARE I --1 ---------ICi'TYP REGAARED,CONTACTCT DIZA4 4 N D DESIGNS AM IT MILL BE I I ____ � ____ ____ _—__ ____ C71R PLEASURE TO GUI12E YOU. THI HONE PLAN BEEN ORIGINALLY DRAM DRI AND IS ® ® ® ® ANY REPRODUCTION55 STRICTLY IFOREBIOVEN. PROPERTY. ASPHALT 5HIN6LE I THE I -- ---� OF A PLAN DOES N a' T IE —_—_ LICENCE FOR A SIN USE;THIS LICENCE CAN BEISA LICENBOUISHT UPON ROGIVE9T.THE PURCHASE Or E L--------- ---------- I ____ ____ EUILTREW. THIS SOON AS MORE.7IEN ONE 110115E 15 TO BE FLAsHNS I P 8 BUILT M71/TMS HOW PLAN.' HORIZONTAL I - SIDINS _ 7, O^MEY SAPPI.E ,. I ----------------—---—- -----------—-—- ----.—---- ----------------—-—-—-—- --------- ---- OEGORATIVE TRIM----- wT• r ILL—JII�—..LI'r_.�11II_ --__---_—_—_ ------------ ® LW ® ® M67TP ® OCLORATNE TRIM b' DECORATIVE TRIM 4• LLJJ _—_—_-------- _-- --_—El _---_—_— • ADE � a 11i1 —_—_—_—_— FINISH GR - ------- I Illl If In ll�ll LL_Err�J =—r_-z_JJ AN) SLOPE A► 1 4 I I I 1 eo I I 1 1 1 • I" .•lO•=4'-2" I i I I 1 11 I I 2 Hs oPc LIB ia•aIa I 1 AROUW OPENN9 I I 1 IeneloN w wTe Ur 1 � II II I II �p I I I 1 ° rll-1 rl L-I I _ rll� -- I I I eea L——————————————————————————————————-L--__—_---_-----__----------__-----1---_—_---------_--___J_--J .. T T.►. ou g 881 M Pealel®er ° DG. !I oarNl er MP. — ur.I®er YL14VIel AY1Sm PPAnMe 6b. - aralr. mO.cT RE5IDENCE REAR ELEVATION w+c IS/OI/�i riac 1/4*• 1'-0. - RAN 4-I I 20ic3 Q5. �F*JFRAL NOTES _ -wtMw Wm1 elwa ueBA iTerl ro ee~pff Ie I.2 rr sroce weee oTHeeeSe IIRXCATIs. _ �"L -Au LM6e ro ee a-r x u•waHe mleo�ee'x"m. . -lee ar note JoeTe as e°dr eAilele Iwr eeRee: AWBTiaU'e ro F4MTaal ro IYWrAGTI/elle M1pIGTIGW. -naorl.eem ATa ro r:Ixilelm IRLBI►MNad►AIRTIIP! • AIo a.wi as Tw.m 4•A/ARf ro AV4I�WATt male. - -wl°Vla r x r araeeanwHs ernwTm AT Ie rulm nwl T•-O' nea,Aw.wrer as wNaeRoeee. DRU.MMOND DESIGNSt.C.. T10„ AYx, .I®Ar exTia�ro Your Home Plan Experts RINm.�Ox Or weS��leVplXl MC�� .. (L.6llfelE wUION. o�' Y Lr�m 4 4., o-0• 2.-0. 2950 Boul. Le"Ire,Drummondville (Quebec) Canada,32B 7J6 -a.w .au,m eewre °NQrxm�eae wa+. _ -M wxow PeaBlue,x7cxee x ile!r1.w w.r VARY e'-4' 9b Vl• �'-0 1/21 W-6. (819)477-6646 PaBDIM ON M GCC'9I MMVrALTU�t eA•BBrr MIIO°Htf eBnT SHAPE Aar.R rro1GTm m -alIAcaxaAGwmLLlVOrx AAIM,mmwcp-aeIx9°,.M earoS0ceTaT mM®,o16w row r aPIx,arHoA.eYm„a mvAeceA TwrorneLn+Ae4wu e eaAuwTlDmn AxANnwew H roMNpe1v M1TtlsAlPi+rfmyl.u,�•eP,4R', T,-Z, 6,-6• 6,-d• IL_®•__-Io J�• 1L__J 1D-wrr - BEAM S3•w0' s CONLIETE FiLAB 0db.o -� - --- Itsa Veaticn of the Copyright Protedlon INK ATTENTION � - . - ACl to print these plane unless this notice FOR ANY�IC� vAeIATI°le wSr eeoaal M elao a sne Alo TaAle. Iltllsare In RED and the customer hal a PLEASE CONTACT THE PROJECT RESPONSIBLE. M cc n<*dTR"•aT row�e P' °�1°""`' I I 'r FMOW-Ibrlii by DRUMMOND DESIGNS - AT THE NUMBER ABOVE BEFORE THE BEeINNINO ie Sao.ro russci 1 A<NAx TART riac au�l enRs 1 I I a NG.Y61 d In full the the rimed and NATt3R CTI.Er ae' �a• I I CONCRETE PILASTER 19bttW161ed In lull by the blueprinter andHlv� of THE rws PROJECT -maReYCNTeACTowMee — I - - lo•dIn,ONeA9[ 1 i9 b 0 dust*lTer. - IIVBOrYNLP�eleIlPReIlOe!FeP®ee. r --- -- --- -- ------I-- --- - -I , I RS-R COMMENTS al,e.—r AAUTMp etmsaRleQ 000llaeATbN ATrACRltoronARe elw SPClrrwiaeLveeWla lwRerw I I .-.n'' --------- _ " 1 I I e-f+AIL ,tea.rdumlw.o-deya.cw� . wl®Ta wiRa arwr—amiisrs mane I—I - - . -pRNRtRO OOMC eit.Bmil°r AtaRl lllelrY laR AM'Y fi ____ 1 L_ J HEAD OPFIGEi1-019-4T1-9'JIS T�RP1°' T rOUNDAT10T19" �' �4• III r--__._ _ -__ -'� I J018T 9'w0'e l8'G/G PORE OPeNtW r IRRLEf yhook oN -�--- 1 - -� J 1 1 I i w IBoet I S4 NOTES ' I ISE I - I f------ -- --- -----, •. 1 I I I I I T-o' PLANS DRAMA A[4ormMa E N AC a I , RI STY r � AND PRAGnGES AND ARE AN ltER. I IS pU MR ' I I RATE REOULA TO BUILDING CON&CCVE REQUIREMENTS"OpE 1 '7,. .:A.• - ♦- - L 4 004 pde LOAD OH 1 L _ VARYLOCA ND AS SUCH LA SIMAY R GORE MOFICATION I e 1 I 10'X 40'X IO' PORIc M ( 1 - - ___ -___ __ _ _ l THEY.Nm BUILDING,THE SIG/.RNG MUS REVERE ND IN URE T A I I r---__ I'_____ __ ,: I MOTH DIRECTIONS ' i 1 TIE PINK MET ALL TOR 6OVERMENr REVISE THAT NEAR6KTR� I +' I 1 (am 040IN M I 1 n.•�:• I AREA WERE TN HOUSE POLL BE BIMµ REN RKHTEC INOR ' . L__ = I ENSINEER MAY NEW TO APPROVE THESE PLANS AND AFFIX O ,� i INrAICE , I L J I , I 1 ------ -------------- - HISA-E R SEAL FOR LE.9AL OR SAFETY REASONS. r To 4e•c/c,1•X 4•BOARD I 1 Dfat+4O m DESIaNs INC PULL NOT M HELP LIABLE FOR 1 1 NAIL®ON ALL.l�F1'S I 1 ►OI1ImATON I I ANY ADDITIONAL MODIFICATIONS REGUIRM 13Y CITY OR •IpVE COIARY OFFICIALS. ORII41010 MrAam INC.wLL NOT I1 1ASSUME LIABILITY FOR MSHAP5BEFORE.DURNS OR AFTER X 4' 1 fill 1 _ Tiff USE OF THESE PLANS FOR COTL'Tfd1CTiON. IF ANY 1 I 1 S 10ADDITONALINFORMATION OR LONSTRIGnON DETAILS ARE 1 I I I REVERED,CONTACT DRIMMOIm DESISH5 AND IT POLL EE OUR PI TO OU DE YOU. �T I I I I O'-0'NI9/Ele 1 I TMDRIRM15 4OND DES16N5 I PLAN HAS NC. 5 ITS EXCLUSIVE BPROFERTY. . 7'p I ISBARINB I I ARAII�ST IR!`SLLB� I I I I ANY REPROCUCIYAR 15 STRICTLY FOR®IDDB1 I 1 (SR'Slit'rT 'u-n) 4 r -J I I 1 gpyTR1C E S`r I I I I tC494 THE E FOR ANASE�nSINNO usHOW�E LTNS L GBCE DOES NOT I uw BEME D ALAI II ' NAIHR AEA r- J 1 1 1 BOUSHT UPON RF[ifiST.THE PURCHASE OF A LICENCE 5 1 1 I ( 1 1 J, I EKJR.T PUTH R®AS SOON AS THIS HOE PLAN THEM ONE NOISE 5 r0 BE I r--J L_ I 1 n Ns•xlIce o1 I I I (' I I UNEXGAVATED PART 1 I I epelecDm I I Ir NAIPpsT r I 1 I I I I �•X a I I' I I I ,� 1 Z� CONCRETE SR.AB 4• Y b L 1 I 1�E• 1 I MH•�• I. 1 b 1 j I I I �� IMPORTANT STRUCTURAL NOTE Ike sue= I I I ,p 1 iTb1 1 _ THE FLOOR F'TO THE STRUCTURE IN BEEN HO A/ED AZZOR• µ I 1 n 1�I 1 B�• -II'-6' _ _1 I - I I COMBINATION ITIO TO THE SONALLY SIN USE,USING A 'Y9 I I I 1 I I LOMBIIR AND OF NATIONALLY AVAILABLE ENSUED 1 JOISTS III I/O•NItDFQ9t I 1 Iyp1U�J( u,rFBER AND GDNTt91nONAL DIMENSION x\SOD IVffi-BB2S. �, t316�IHEERM IJD�i SUPPLIERS OR MAIUFACTUAERS s 1 I SS YOUR MI.NJPAG I ( 1 ' @ISYOM121 YIIBIIRTUIQR I , I I I ,Jyp REOI11R1NS MODIRCATIOIIS TO TRILTURALSOESIEM J 1L I SHOM IN THESE DRAwt1E5. 1 1 I r___ I .I 1 , r-__ I THE SUPPLIER OR M/NIFALTLRER MUST SUPPLY THE a I I 1 1 ------------- I I I I ' 1 - L ---- M BUILDER n�Rse�ARD�oT ER TRRAADES�OLVED In 'I I 81t31. T rOR I I 1 I STffi.►OAT FOR I I _ IN THE CONSTRLGTION (EX FOUNPAT10N STARS ETC) S 090 pW LOAD ON OA¢C I I 10 Soo Ede LOAD ON BASE rJ I L_ -SO'x 96"1 rRAFQWORK IN I a r_ - __ __i _---_ j___ BY A LIGENG®PROFESSIONAL EWAN� E� I I S0 TI 00 1�FRhN�ORI�M 7 I BOTH Dh�GTONe - II 1 OOTli DI TONG I I - (Ots txJROIr�R1 1 I OPETe b, ID' . I I fats t9Reitexw S I I ' 7 I 1 1 sR• I I I rAP I I i I2. I B.a. y,�. i L--__ Ir _ I; i it 510 i I I i 1 q,-0, R,•o. r ------ --J L----------------T L W.T9t INLET .-- I lawnal In BATE x L a -- -- ---------- -- 1J_L1� T FORESEE PlR 1wn9t 4• _w• I I I I p'- 1 ARC T"FroTlrm 1 I I 1 I r YF I 6'-0' D•-D• I Q ABOVE ClOW-REn sLra e• 1 1 1 1 T.P. I I Du g B�1e11GTURA.LEGEND I -r - r-- ---- ----------- - ------ ------ 1 s31 -1-----F- 1 it 4-X5 IN-weal.S,w POST 1 J-----L I .Jj. rOUNDATION 4•X9o• TO BE ADAPTED THE NTH ne RISER AND 1READ 1 -I-----ram I ° Dom• L__ J 412• n•-ID' MP. ' I I aexr°Rcm TrA+Fs F7�0' 0'-0' b•-0� . III SunFnRTINe eTRwTLT+E DN4RP H1AL I'-N VS•welele •® aecx>9 n . c°Iwrea Aeele>®wAnw 6H. FlEARR,e rUa.l. 94 ' cues I D'OiOR xJGt®41E: 90'-i MARK SIZE PPo,ttr AseRevlATloN a e; ao; RESIDENCE C 24•x t0- . - D 2S•x DO• a+ArelS O.M. Anclo V E 90'x DO' - D.V eAR VALVE P S2•x SO' FOUNDATION PLAN MA IWO ROLL - - .9 Be•x SO. - LIH CL L°EI CAOSE' H 40'x 00' MA HKRO IVWe OVEN - J 60'x 60- K 54•x ar IS/OI/q5 1/4 L l7•x OCY © S To DOOR nAH N°. SHIEST N�. 5-11 ZHS3 a5. - ��NERAL NOTES -Au Lmina ro ae:r x xr IN�ne Onaee!!N'Ne9. ]"C 'iai ne I�ro��v�i Nu�i►�c�n�s� rae. • �awa�s®��ro�wte -Ir.A•me r x r rworl•eawan emxmeo AT In•c1a TL•11 Ta . n.w+w awo.r oa ROH or ems. DRUMMOND DESIGNSINC. Your Home Plan Experts Nap.,M FGI.CATOX ovM selcM wEreo slaw LENL..•.•. nq PNSIx Mnr vAar Acralmlw ro raR IODATION _ 295 ( ,Drummond Soul. ville Isle, I � (Quebec) Canada,328 736 819)477-6646 NOTICE TO ALL� -M NNCON CaBdOs OlaCNme M T!f MAM NMY VARf C6ODE1a CM M C.Uld MNMrAOT/ml . R INK eAaert raocse caw.exEOe Iu s r+101ecIm erIt 4. A4avbintlon thes Ma plans unless notion ce. ����P°'"e1O1°�'wo�T""m B'-2• d-0' 2'd' 618• 10'-7 B,-0' ID40' 6�3' Act to print theca plans unless this notice -O6tIANPMEIo•a M,.vARr A[LPIAIaro MM.nau appears In RED and the customer has a ATTENTION I urm Aw/QIMGOMRALTQl9 mlaue .. release form by DRUMMOND DESIGNS YAx1ATxAe w,T pell®1 M ewc.,,e„s Aro nA1e. - INC.The release form must be signed and FOR ANY TECMW.AL INCOMPREHENSION, M OoxAAf.T(R M9T LAVE rxu«,To OeNBI6 MG. completed IA lull st the blueprinter and AT THE 1jMSECONTACT THE BEFORE THE BE&INNIN. -Nelfa 0aetl10s AUNTS TA/i.'11A!04>�eW6 %" q0• 64' 64" POST 6'DIA. retained by g18 customer. AT THE NlNa�t ABOVE BEFORE THE BEGINNING TYP L BL EPRINTE S-RED'INK OR THE CQAiSE OF THIS PROJECT. -aeseNs ccNlw+cloNl nar. - .. U YlQYALL••!able ml0lm Fl�'b' COMMENTS E-MAIyl®PCT.PAsr{YJ6;a!!RIltllleP bOgSOlrMg1 - ATTAMm ro RA1e es a/M1V,Tb�a•verlewrlorl rV+L 1!bJ aA>�roFLf4wi wAxr roHnnters,•esu.w raoH 'x 64 'X 64 00 I i I STOOP OfFIC[ 1�61a aTrA� u°�ewsw� IN1�ItllASasl LlAaulr rcn ANr Y O A ll'-6'X 12'-0' - DX -0 NOTES � KITCA•EN n q }• VE MEN DRAM AC40RDINS TO HOW RAN SE 4 FAH 19'-0'X 13'-4' H _ - I STM TAD THESE PLANS MARDS AND PRACTICES ARE AN ACCU- RATE GUIDELINE TO BUILDING CONSTRUCTION. HOHEVER STEEL BEAM ___ LOCAL REBIMTIONS AND MALDe15 CODE REG UIRIa IENrS 4 e _ VARY.AID A5 5"PLANS MAY REWIRE HODIFICATIBN 5. ---� _ --— �=Polo X s9 O THE BUILDING CONTPACTOR MUST REVISE AND INSUI E THAT POST 4-2'x6' 6TM POST f•OI! S4' 9�L' 2y0' -- - AREA THE PLANS MHE M E HOUSE WEAL REW INLL SF BUILT. AN ARCHITECT S Tyr 16000 pM LOAD - - feE'i41AlI�iI r --- HISAER S MAY NBA TO APPROVE THESE PLANS AND AFFIX M5A44 SEAL FOR S INC, OR SAFETY HELD LIABLE 8 S j Q ANY A ADDITIONAL ONAL MODIFICATIONS J NOT BE HELD LIABLE FOR I= LO 6' ANY TY OF ICIA NDDESIGNS INC.BY CITY OR DINING ROOt•1 Aryl l FORPLaeu�s 4`4' d s• 6 10 �I in 6 10 J I COUNTY OFFICIALS.. DRM15HAP DEs15N5 IN NS, R A 19'-4'X ll'-0' JAI I o`'T� } U1 p A551RS LIABILITY FOR W5HAP5 BEFORE.DARING OR AFTER .1IN J 4 THE USE OF THESE MI5 FOR CONSTRUCTION. IF ANY I X ADDITIONA IIBORHATION OR CONSTRUCTION DETAILS ARE r- REdAREO,CONTACT 0121M401417 PE516M AND IT HILL BE h o aIE 6AR/tL9E OUR PLEASURE TO 6UIVE YOU. 4.-4. d Q THIS NOW MN HA$BEEN ORIGINALLY DRAM BY 21'-4'X 22'--6' I b CEILING Fl DW 44CRV DESIGNS INC.AND I5 ITS EXCLUSIVE PROPERTY. R `51QF O n I b 1 GARAGE J ANY REPRODUCTION 15 STRICTLY FOREBIDM. IUD• E �' I THE PURLN4SE OF A HOPE PLAN DOE5 NOr INCLUDE THE VAraTM HOSE I LICENCE FORUPON ADVERTIS USE,TINS LICENCE CAN E O O 46 X 22' ��� - _ L-------- B01A9HT UPON SOON AS TIE E THEN ON H U LICENCE IS 1 9 4 -- REGMR®AS SOON A9 AN. TEN ONE HOIF-E 19 TO E BEMtINO HALL �✓� E 4 1' I I I D'A• 2'-0' p § Y BUILT HITH 7M5 MOPS RAN. ® (INS-'SHEET a 11-IU I RAIL r--------- n • Y ua5er------ =IO y, DnAIa I �Y PREFAB,IaaePLAte }7 X 4• O lmtB�1 11 41 S I I 6 O Q T`T -I I I I \\ - 3 .sr.�r��- te a- �C•ENT IED = Q FAMILY ROOM I I T`�- f I I 1 .I \ T VEHTI=T'60 cLo�ra9 DOM f 10 9 AUTOILAnoM lLb 19'-4^x IB'-6° KI I — - - - I-WU'j n Q IMPORTANT STRUCTURAL NOTE I nl'1 0 U I C THE FLOOR PRAMINS STRUCTURE AS BEET!OeSI6NEO b_ 6uY I6'x TY JOIST 11 I!3"Mlmll7t JIh11 t3F:TRlC SMOKE ,,(( FIxG7 y} COMBINATION TO N STANDARDS A IN USE.E EN A JOIST II I/2'1NMKR II DETECTOR / lyc�. (Sf2 YDITI MAMJPAGTURCW 1 'LC `Q LOF13ENATON OF NA CONVENTIONAL AVAILABLE W MEMBERS- am(SEE YOUR 1-~AGTUftV I •�C/`�� -IpIST II t/9"N16VER 1 � q � - LU•BER AND CONvENTIONAl DIMENSION hYMD PSh8Ht5. ENSINEERED LUMBER SUPPLIERS OR MANUFACTURERS LAMI TED LINTEL L.V L. elm POST FOR E S"YOIR MAIa,!'AGTlAI:R) • 4 IL a MAY PROPOSE COMPARABLE FLOOR FRAWNG SYSTEMS, . EM Y MANIPACTURCR 10 WO Pas LOAD O - b 10 L---------- REG UIRINS MODIFICATbOS TO THE STRUCTURAL DESIGN (am 15101E m a O BEAM ES-2'XIO" SHOM IN THESE DRANINSS. . --- -_L�P�a= -- RQIPORC ENT J016TB - l�09Cp=__ THE 5UPR1t32 OR MANIPAGTU�2 MUST SUPPLY THE _ ----------- BUILDER MIT A OMSHCRITIER TRADES INVOLVlD =ate--- AROUND STAIRYffi.L BUILDER WTH ALL OG'HGfI CR1TLitA FOR PROPER IMLL 2 X 6' • - %' l2• L %' 12' FOR PIDMBINS IN THE Ca51RLGTION (EX.FOUNDATION STAIRS ETC) Y n STm POST POR <• 4' C q q �• 4'-10' 21•O' 641E 7 l8@ PH661F1TL REF.. �• %• REF. BY AA LIGENCED PROFESSIONAL ENe1f�R. f�BED q Q S J O IS'-E!' DI.6• S'-4• 4'-0• 4'!i• SMIfIEVOW q K LIVINS ROOM a'c• T-O' e 6 ■ INATt9 L. - M PER AC . Irnsla• - Ib Ewa er 7 trA I7EF. L5.2-f STT ' REF. i• �0 160E 64'. 62'160E6' 6' 165- �\ /1 SEE V. 13EV- RAIL. Z/ �� T.P. v aB yg STRueTuleAL LEGEND POST 6'DIA. ° SSI MiMLL STD PD9T - �m B O' 6E0' Ifi'-4• ..1•e.e OaANEI er I�I Ievlrwa®eei+c MP. I'I SIPbRTMe eTw.aTurS T-0• 10'-5' 1' 616• T4• _ c1er�x 1�I .rclwnew roelnT®wunl.e 6B. 2110' Is'•6• 1W calerr �ARn1a MAu %-' rA S0®ILe SIZE roaCr ABBREVIATION - - 16'x so- RESIDENCE 24•x 60-26'x60'0Y. •Ala VALVE - 50'x so- 62'x 60• GROUND FLOOR PLAN J6x 60• 46'6o•xCo'54•x62' t5/O /flF © TO OoiOR - L T2'x 60• nI+1 ND. 7,83E a b-II SENEKAL NOTES • -r.w.l�lU�fae•1a lmew J2S9 ro!!Ao!Ilo I.2 _ n•art was alaMee Narwim. - wL Uri e.ro!2a x w.aa.onal.�o m (3111) ` -I.!Q rLGOR JX.ID OR IGCr IIIABIA ICY ICa41a .. AAI.IIEIIi.TO RM ImBt ro NWIALIMRO 06iRGTIaIG • AIp.WLl RACm��ALt.01KMTG RIMlM. � ' IROVE!2•X r Iwm•a.PDrM MIYAIm AT Itl MOR TIMM PO' ,A erwoNr oX 112.1 Q!� /ApIIGATp pF Np�p rgmIVATNA1Ya®LTD RM� DRUMMOND DESIGNStmc. a sAre awaNlm m NA2PRY IINl1N . Your Home Play Experts 2950 Soul.(Quebec) Lambe,Drummondville .vaLloBUAimc ANNYH p2rSucea N•. (Quebec) Canadaa,46328716 Tie Iaow1 eela.lacllm w TNe B.AN ICY vwtr 14'-4• q'-0• II'-0• Idbole (819)477-664E Pu Tx2rowle ox fla clneUl HwurrcTwa . e•21:v1r woae 116pv.R.Dt Iu1.s r.oiaTm x K -.ALvw2Ts etm.r.onlN New A1O A..A�a-rum.• 645' B4• 7110' IX+ArU eaNeeim io rva•�Be o.Alx Alo roiAl.lm � Ig'd,y o,_61 on 01 the Copyright Protection Accalmon io nn rvx - -CBRMx ORelbDNAY VARY A(GQmX1.ro T.NA,1y0K . 600. rt.In these plans unlesstn+lc notice ATTENTION I Ism Aroiox Ile coNralcroxs OXDMs rail ve..F 9•-2• e'•O' 9'-2' W-4- 540• 9'-0° �A to sff:In liED.and thec N.Def has a YAwAiloleTTTnImlire ewnrle elre Alo rT�+e F8leeae form by,-DRUMMOND DESIGNS M CpRRK.TW Mlr+i A9Y1R OrN'rPC fx�1A.ML. - AN Tnwl b.o�esa INC.Tha raleeae to1Td must be signed and FOR ANY TECHNICAL 1NwMP�leslort -»urlelwwela..aw�n rAlx xlrms�aoelwaa ialnbheted In IuN by tAe blueprintef and AT A5ETHE CONTACT THEOY SORT RF�BtIN 1drl1 la. 1 tried b Me oustomef. AT THE COURSE OF THIS BEFORE THE BEBIMJIN9 !oae fcN.Acfoawr, OR ttE COURSE OF TH s PRDJGCr. N l.L PRINTERS•RED I)MIR ALL O.l.l�mnll NN2�M 2/AwImITsAl°6OemmT.rolro IRIIriRlUA1ilTMe OaTs iIw.1/Y�rpoLN.lITA�l➢ITCIIIG.1I�LO�lM IPm�X61lNATd2T1Ne.fN Af ITHNWoAl11N lIfJ 1 -------- —1-- T1-- --- —1-----— ------ � COMMENTS NTS— ----------- 61 EMAIL A fsal-4`"- ad-deslgecan 1 1 I I 1 HEAD OFFICE A I-019-4T-3'JIS -a°�w.�i�r�ws�wrraa�e wsam rva�wr p 'x 56' •x s6 I I •x 40 'x 40 •x 40 1 p NOTES I I i - THESE PLANS NAVE BEEN DRAW ALCORDINS TO HIGH- I I I ACCU- RATE 6u5VWNEATOBUILDIN6 CQSTRUCTON. HOVEVER — -------�J--------T---T--T LOCAL RESAATIONS AND BUILDING CODE REO111REMEMS -----------------1----1 VARY.AND AS SUCH,PLANS MAY REQUIRE MODIFICATIONS. I U TIE BUILDING CONTRACTOR H/5T REVISE AND INSURE THAT r05T S2• I I J THE PLANS Mff ALL 60VID04-ENTAL RbOUIRPPEMS IN THE AREA"IF RE THH HOUSE PULL 9E BUILT. AN ARCHITECT OR TYr I I O ENSIMIER MAY NEED TO H15AIEE SEAL FOR LEBALAPPROYE TH OR SAFETY ESE PLANS AND AFFIX CLOSET, I B.V. �4y� DRIARIOD DESIGNS INC ALL NOT BE HELD LIABLE FOR BEDROOM MI I I S. -—-—-—- ANY ADDITIONAL MODIFICATIONS REQUIRED BY CITY OR FL BOX '$�b, - '6 - COUNTY OFFICIALS. DRL",IOH D DESIC*6 INC.NLL NOT 19'-0"X 14'-4' _ `�y, f h F•— I T..10• `•W L THE USASWE OFFTTHESE PLANS FOR co FOR MISHAPS STRUCTI�ON. IFING,ANY AFTER AILS ARE la - _ O 1\ 1 O R..l• J_ _ 9 R OARED,COADDITIONAL N ACTADRUHPiOIO DESIONS,ANDTION OR CONSTRUCTION�WLL BE ATTIC ACCBS �/ \� DRBSI LK 6-TABLE - OUR PLEASURE TO GUIDE YOU. • VANITY - - THIS HOME PLAN IN AN HAS BEEN ORIGINALLY DRA BY SHELF X g7j 044144ON P DESIGNS INC.AND 15 ITS EXCLUSIVE PROPERTY. •ry SHO § ANY REPRODUCTION IS STRICTLY FOREBtDDEN. I iv —————— 4/%M• THE PURCHASE OF A HOME RAN DOES NOT INCLUDE THE ��.Ny�,,� LIC9ICE FOR ACNER 151N6 USE,THIS LICENCE CAN BE I `m� BOUGHT UPON REGLIE T.THE PURCHASE OF A LICENCE 15 . ® ('1 O 16 5 4 6 I II Y .RBOUIREP AS WON AS MORE THEN ONE H003E IS TO Be \\ 45• s T'-11' I I I 4•-0• 21'-4•X 14'-e" 5T BUILT W1H INS 11014E PLAN. E71 • EE m 440• s-0• I I I I a I I I I I \ 6t4• 216• I;I4II II � pp O L11B1 156.. T 1 6 6 g p IMPORTANT STRUCTURAL NOTE BEDROOM 03O Y t THE FLOOR FRAKH5 STRUCTURE AS BEEN Ve5WIED Q 10'-e1X 10'-0• J I T� O CLOSET IT L ACCORDING TO THE STANDARDS IN USE,USING A I VANITY Y E jr Ca15INATON OF RATIONALLY AVALABLE EN9I/�RED N•X�• - O LUMBER AND CONVEHTONAL DOENSION MOOD MEMBERS. m I I ' B'-6• O 7'-4• MAYI PROPOSE COMPAARABLE FLOOR FRAI41%9 SYST S, v REMARIC5 MODIFICATIONS TO THE STRUCTURAL 00516N B.V. -- -- ------- ------- THE SUPPLIER IN THEIER O MANUFACTURER A UFACTHE . —T THE DER H62 AL M ESION C Rf EF MSTO SUPPLY PROPER —� -- ---�—f r —rr— --- BUILDER WRN ALL OARDNS OTHER TRADES ESINVOLVED -- ---- ---- -- MODIFICAT10N5 REBARDINB OTHER TRAD£9 INVOLVED it I BEDROOM i--- 1 Ll 1J IN TIE CONSTRUCTION. (Ex FOUNDATION,STAIRS ETC) I I I 12'-O"X 11'-0• 1 'O •Q ~ ALL STRUCTURAL DESIGN GMN5ES K5T BE RI VIA 1 I I 49•:46• I 7 BY A LICOICED PROFESSIONAL ENSIN 15L II I II I 1540• 612• I2 - I1 I - t212' 9'.4• 616' 11• --------------------T— ------T I - - - 1 I 1 ,rx s 1 1 T 4• y y (✓I T.P. 4— Vi 5T1eUGTI1RAL 626GND e OU 9 IN-INLL ails POST III 7 -4• 4-2• 4`r 61W 1-0• Noe D.G. II aBraawc®Bl M6 _ o.A•/11>r III �uxroar2aa sTR.cnae 14,-0•i MP.ll 2y�• b'-0' � clec12s er - cc.Nvr!AlpSl®oaAnNe 68. 2D' • 194• • IlFMIIID CALL a6�-0• DIPOR BLiml;[ MARK SIZE svnaT APSOREVIATION - A 16 bo; RESIDENCE C 24•X 60- O e� 26•X W. ALv.I[I B.V. BATE VKvE E so'x 60• NR N•/o RAIL - P B2•x ac, - SECOND FLOOR PLAN IJIL Gi IJI61 closer 6 96•X W. ' Nri 1uTi0INN!O.E1 H 461 x 60•W. J 6O X 60• wa 1$/OI/I$ scAle 1/4•a 1,•-0. K a4•x 62 To vom L T2•X 60` w«N•,. •Y!i X�. 3 t1l I DRUMMOND DESIGNS.... Your Home Plan Experts ,,�. p,-0• In•a, to'„4, 2950 Boul. Lemire,Drummondville (Quebec) Canada,32B 736 (819)477-6646 0'-0• 20`4• i n ie•vid�atlon or�t�e Copyr ght Protection ATTENTION I Act to print these plane unless this notice q I I Bppaere In RED and the customer has a FOR ANY TEGNICAL INCOMPREHENSION, 4. release form by DRUMMOND DESIGNS PLEASE CONTACT THE FROJSCT RESPONSIBLE. 8 q b q INC.The release form must be signed and AT THE HU®Et ABOVE BEFORE THE BE04NN1Ne - - Jbmpleted In full by the blueprinter and OR 71E COURSE OF THIS PROJECT. rsialned by the customer. - ----- )TICE ALL LUEP INTERS- D INK COMMENTS \4' t — -------=Tv--- ------- 0-MAIL I—*d mwd-deWq— L�AIIHEAD OFFICE 1-6q-4TT-3'JI5 BGAM1014 B-2•X 10• II qNOTES OH- - ---T-- - - I I • N G'U�ALI TSTY ADARDS AlAAND PRACACT C AVE OWN DRA&N AC.CCIRDINSRE AN AACZU- 1--•L--- C �a°o ♦ \ - I �A R OUDMINE ToiS�rt�LVINSG VER HaHrvm can H bq _ --T �T--T------T� T�—� — -- ------------� — — —1 REMERM VARY,AND AS TSUCH,FLAs MAY REMREl MWIFIC.ATION5. —------ —_— THE BUILDING CONTRACTOR MST REVISE AND INSURE THAT ------ -- —1 ----1--L------1— 1--, r— -- ------------- -----�— THE R1d8 FEET ALL eOJERPOENTA RKi11RBfM5 IN THE AREA MERE TH NOISE MILL BE BUILT. AN ARCHITECT OR POST}2"xa• I 1 G111MNEY SADDLE ) I III III I I ENSINEER MAY NEW TO APPROVE THESE M.A45 AND AFFIX TYt• _ I I I I I I 11 I'I p +0 NISMM ND DES61/3 INC,kiOAL ll-LS�BBEE HEAD LIABLE FOR . I I 1 1 - III III I I ANY ADDITIONAL MODIFICATIONS REQUIRED BY CITY OR 1 I I I III 111 I COUNTY OFFICIALS. ORUM401D DEaIBNl5 INC.MILL NOT I A55Uf LIABILITY FOR MISHAPS BEFORE,DURING OR AFTER THE USE OF THESE PLANS FOR CONSTRUCTION. IF ANY I I IRIPM I I tMW ®I�� III ill I 1 ADDITIONAL INFORMATION OR GONSTRUCnON DETAILS ARE (SM rant MAIi1pAG 1 I I I § I I OUR LEAS CONTACT To GUIDED EYCV m DE5161s AND IT wLL BE 1 1 1 I 1 III R I I THIS HOPE FLAN HAS BEEN OR161HALLY DRAM BY 1 I I I I I 1 I ANY REPROvuc IS STRICT ANDLY ITS PROPERTY. I I THE PURCHASE OF A HOME FLAN DOES NOT INCLUDE TIE ' ••��. 1 1 I I 1 I i LICENCE FOR ADVERTISING USE,THIS LICENCE CAN BE 7 ( I III III BOUGHT UPON RE IUE T.TIE PURCHASE OF A LICENCE 15 III I I I 1 FOWM 50 THEN ONE Have r0 Be MTN THIS NOME PLAN. CAM I I ~ 3-2•x 11r I I 19 I I ry� • i i TRU98C9•24•wc OR I I L I I • I 1 IRUSS 144IJFACTI✓iBi H8T VERIFY ALL De434510M TD I I I $$$ I 1 2•x4'•74'eJe RA"01 1 I I 9. CNEGK pOR CONCORDANCE PCM ri/OLE P1,41. WINE I I I 11 I i I I M 1N FACTRKAYPOMM DCs1da 14DDIPNU71O8 FOLLDMI10 I I I 11 I II1 I I 704-OPAMY AND rNe140fetr TIMM aRACJNS MST BE I I I 1 1 I 11 I I VWALI-®AS PER TRJBS WAWACTUREK AND CODE I I I 1 I I I I I IllotcATIOW II i ellttxR it I I I (WE Yana MANPAG I i\ II I I I 8 I I GR055 SECTION I I I I I tll III I 11 I I I 121a 11 3, I a 1 I I 14 1 - 1 1 I I 11 I I -ARROW INDICATES DIRECTION OF CtfT \ �•) -------------s--------—T1-------- _ 1------ ---------—I L—J——_— — ------ —_'—■A—------ ---=-1—■ --Q• --=— -SECTION NUMBER ON I 9 fl'TION 5--------1-- — — ------ ~$ F'dRID -PABE ON WCM SECTION HAS TAKEN II I I I I II ----- I i 1 I TBYlBBEa 24•1/1 I I •���• c l$ 1I 1 D I I } �e•I 61.4' 41-0• I I I �a 1 1 b 11• I� --------- — -------- ---- Ta I I II 12 I I -————————— -- -------y �----- "L4 1 I I II 8q Ttalaeea ---- 24.E A--- --1--- ---1 --- IS 4' I6 8 9 I 4• I T REF. b q a'-d' "j BB Io • DE AM 10" I I r T.P. Du g v SSI M 4 umoa - _ IAIW,Ia K'-0• - 2S'-4' IatO• aecl®Irr MP. cclanel A!a•lm nIHIRYb 68. cNen 20'•e• 19�4• 2210• ea�0• - wraimT RESIDENCE e �Ha ROOF PLAN 1/4'•1'-0• wwHv. '�fMO' 1°rll 10�4• HHuF1me O'X4•b14°c/c t1)1E 12 e 12 r11AF1E+e Q'x4'�a4•c/c e12 12� �6 . DRUMMOND DESIGNS,.c. Your Home Plan Experts IB'M (OW YO 2950 Boul. Lernlre) Can•a,32B Drummondville _ feQ HOUR MANIFACTUIIQR) n� (Quebec) Canada,]2B 736 - tr § 16•TYP _ (819)477-6646 16' e'-s• b`e' 's' ATTENTION 1 l.ED6ER sTRI _ FOR ANY TbaNIGAL ItCOMFIME &OK BONS ROOM a'X 4' DEAM LEDGER STRIP PLEASE CONTACT.THE PRO-EGT RE5PoNSIBIt. 'a }3•XIO' AT 11E WINEER ABOVE BEFORE THE BEGINNING 2'X 4'-- _ - OR TIE COURSE OF TIJ15 PRO-JECT.12 - T 16• ear IS'-No' sI-e• r-e• a COMMENTS SECOND FLOOR . _ Lv� E+IAIL teoMdumn.d-deetges<an HEAD OF10E I-BI9-4T-5315 BE(EXT.FIR BOARD) ,,�• - 8T@L BEAM 7, NOTES I I SECTION C J 7 71ESE PLANS HAVE BH93+DRANK Acr-OT�INNfr TO HnelF B 9 CAM - 6�4' 16 TYP RATE eUa I S A�IDnE Gp TO BNLoms £JT;a0noNHOYEVEFL }7'XIO• LEDGER STRIP LOCAL REANDGULATIONS Alm BUILDNG CODE REGUIREMENTS a'X 4• VARY, SLICK PLAM MAY FEWIRE MOD v TIE BUILDING COMRK.TOR MFT REVISE �t��IRE CATIONS. THAT THE PLANS MEET ILL OOVER MENTAL RECIARE1,11EIT5 IN THE AREA""M TH HOU5E MILL BE BUILT. AN ARCHITECT OR Tom' ENGINEER MAY HEED TO APPROVE THESE PLANS AND AFFIX HISAER SEAL FOR LE&AL OR SAFETY REASONS.la ANY ADDITIONAL MODIFICATIONS RSWIR®BY CITYHMOND DES16+15 INC,ALL NOT Be HELD LIABLE OR . Mr'R:.1'X4Ya4"G/G 9� ^ - COUItY OFFICIALS. DRU440ND DF51G161NC.WILL NOT Cn FIRST FLOOR ASSUME LIABILITY FOR MISHAPS BEFORE,DURING OR AFTER ry THE USE OF THESE PLANS FOR CON5TRJCTION IF ANY ADDITIONAL INFORMATION OR CONtl7RJ1CTION DETAILS ARE n REWIRED,CONTACT DRRBAOIC DESIGNS AND IT MILL BE .. OUR PLEASURE TO SUIOE YOU. c ryHOPE ' 15'MIN. eJnsaoR AIR FILM OO9 .fib. TMDRUNMAOND VEMN5 I< JANm ISIIrNS LEX(DRAW USIVE PROPERTY. iRUSSE51 24.4c - - (EMI.FOUNDATION) _ ANY REPRODUCTION I5 STRICTLY FORWOMN. 4' THE PI.RC A-SE OF A MOVE PLAN DOES NOT INCLUDE THE AIR SPACE 6-nM1t p - LICENCE FOR AIPWW"5046 IF#H THIS LICENCE GAN tg •ry 15 eATT RBUJATION R-401R9J.TO)TOO 10 RE WIR®AN SOON AST MORE TONEEN O NOLISE 11THE 51!OF A 5 TO BE ^ I J V� - -ISARROR _ BNLT MITH THIS NONE PLAN. Q C 16. RNRIM I.W 6 I6'c/c OJ5 BASEMENT ' 4 GYPSUM BD.V2' Om In BOWIr ROOM MIERIOR AIR FILM 0J2 T1aEB NMN.FACTURER MIST va NB EC tlPY ALL Db10N S To SECTION CH - 9 K FOR eo M Nc40RVANGE M MNOLE PLAK SONS - _ � pp.>B,Eilpyg Ny,Y f®dARE MODIFICAn0114 FOLLpdNG TOTAL R9J.TSB 8 9 a.. I "LUMIINTERS-RED INK MAN/FAOTURHR5 VeSIGNL 111s a iilb a 16h o thandthec e Capyrlght Protection TEMPORARY ANC PERMANENT TRIJW BRAtMe MIST ee EI to FIIII 11166e 18ns unless this notice WYALL®AS PBR TRUSS NAMTACTtJRM AND WOO 1 Io �It In bby bRUM MOND DESIGNS nJOK�TtorIS Ib' e'-Y a'-Mo' Tfl@ f@�NeBe form must be signed and CROSS SMCMON (c895ji1e1g0 1A ANI by the blueprinter and 4• n 1 edMl8tOmer. REF. p R9-AED - 12 ,-Ia la 12 �-ARROW INmIGAlES DIRECTION OF CUT . - IOD �10 IOD �10 GARAGE -SECTION HR/8ER , SAGE ON INNG1 SBGTION IS POUC -PAeE ON NNICN SECTION WAS TARN . . O m N 34•-4' (EXT.FOUNDATION) ' 10 SECTION - B 9 NR.naal Hn Iw.re ITY 16- D'-4' Ib• Ib'Tr 14'-4• Ib"LIP . (EXT.FIBER BOARD) (EXT.FIBER BOARD) T 12 SECTION - 13 5EGTIOIN T.P. ou SS1 M 12 LEDGER STRIP A 4;b a'X 4'FLOORSECOND FLOORN.*\� II. AM STRIP IB' ' 2 X 4•. RESIDENCE Ib' .-0. Ib' IIRrMJb ' (EXT.FIBER BOARD) I4 SECTIONTRU55 DIAGRAM B 9 15 SECTION / It, SECTION B 9 8 9 ogre 15/OI/9S AHa 1/4•- 1'-0' n.w NJ. 2W3 Hn. pyj, A-II 5 TR 1 4 V2••5'-II V2• LANDINS 513'♦ _ • 9 A146LC5 TREADS ANSLE-�N INTERIOR FILM 0J2 . \ f GARAGE 2 1/2•)(2 V2• EXTER N ED.1/1• ODD 3"1 R.YY400C 5/6' 0.14 EXTHiIOR AIR FILM OO?I HITH ANLHORASB JOISTS — RRRINB 1•110•0 t6•c/c 0." HOD^R-BI 0?9.1.5.4) 5.40 - EXT.FIBER BOARD V2' OM IFILL THE• i `\ FIBER BOARD WISTSSP 16 .H,GFJ 0.20JU IN91ArT16 R-20(59) 5J50 2•X6Y -a' E \ 2'-0• - VA BARRIER — "AP°R°'A�01 — DRUMMOND DESIGNSINc. RAULIN6 _ FIIRRIN6 1'X4' le'Uc 0.15 - R1RRiN6 1'XSy I6'U on c moH`°1�ii` 000 INTERIOR AIRFILM Doe Your Home Plan Experts \ FINISHED 6RO.ND EXTERIOR AIR FILM 003 TOTAL R.S.I. 435 ".I.Lotol 6.12 2950 Soul. Lemlre,Drummondville SECTION (Quebec)019)477 6646 7J6 VAPOUR BARR1 - bl 56GOfD FLOOR - HIRE MESH 6X6-6/6 - _ Q ?ATTENTION t b VEL COMPACT®6 15% SEALER - FOR ANY TECHNICAL INGOI_ ON, CONTACT THE PROT RESPONSIBLE, R161D INSULATION •° ART T E µ04BM ABOVE BEFORE THE BLOW145 Is Q SECTION OR THE COIR.5E OF THIS PROJECT. 1 ° �I/6ORCETNEI'r ROD - 15 M.6 12'4/c b 10 COMMENTS /' a+ E-MAIL ,NeoMOlmnnnbdeslt]rocan i.'.. 2 HEAD OFFICE,1-0IR-471-3515 W --? I1 taoN)s ROCU NOTES THESE PAfS HAVE BEEN DRAIN ACCORDING TO HISH- RA BI/IJELnE BV11.D1NB TICES AND E AN A R. to SECTION Locu T�suAnGUALITY AFt o�NsJ AND PRACTICES CCX- AMD Bu Lv NG coDE REawREHENrs 6 TR. R I/2'. - �j IO V_K2Y,MD AS SUCH,PLANS MAY REMSE AND IN RE THAS. HT THE PANS MST ALL WLIGINS T60VERNME TAL REWRB-ENTS IN THE • D APMA"*RE TH HOUSE HILL Be BUILT. AN ARCNIITECT OR T - ENGINEER MAY HEED TO APPROVE THESE PLANS AND AFFIX - - ORIA41OND DESISMS INC XLL NOT BE HELP"SAM SEAL FOR L56AL OR SAFETY RsASOIG. FOR • b m ADDITIONAL MOD flGAT1O15 REallr�BY CITY OR COUNTY OFFICIALS. DRUMMOND DE516145 INC.HILL NOT 5 6 DITEGIOR AIR FILM 0.03 N•... U I D INK - ASSUME LIABILITY FOR MISHAPS,BEFORE.DURING OR AFTER THE USE OF THESE PLANS FOR CONSTRUCTION. IF ANY SIDIN4 O FURRING 1"XYO 18•c/c - EL AIR BARRIER 0.02 ADDITIONAL IHffOR14ATION OR COH57RIlCTION DETAILS ARE RYwom If if A V16 atlon of the Copyright Protection REWIRED,CONTACT DRUMMOND DESI,&N5 AND IT HILL BE EXT.FIBER BOARD 1/2• 0.2 Ael fe print these plans unless this notice OUR PLEASURE TO W17E YCU. I 1/2' 2'X6•0 16'c/c -- - 9pp®fire In RED and the Customer has a. THIS HONE PLAN HAS BEEN ORIGINALLY DRAIN I5Y 2 ' INSULATION R-20(3.5) as0 - 4 %16iiae form by DRUMMOND DESIGNS DWSNI9D DE51GN5 INC.AND 15 ITS EXCU51VE PROPERTY. VAPOR BARRIER INC.fhO Holeaee form mUal be signed and ANY REPRODUCTION 15 STRICTLY FORE-BIDDEN. FURRING 1'X3'0 16'c/c OA7 6RO1A87 FLOOR I FUSEE G`rPSUM 1/2• 0.08 eBreplHite in lull by the blueprmler and THE PURCHASE OF A HONE PLAN DOES NOT INCLUDE THE >D pM61c LICENCE FOR ADVERTISING USE,THIS LICBGE CAN BE INTERIOR AIR FlLM 0.12 ifA90 b Me oustomar. 1 TOTAL R.S.I. 4.15 - - _ woNcE To At L Rl R&EEO INK REW RED ASrN SOON OO T.AS�F�A�oF A HOUSE II 19 TO BE / v - BUILT KITH THIS HOME PLAN. 0� Q ° (BASE BOARD J/ . 4 TR 0 G 1/2"_ -2 \ 3 LAND016 3'-10". RJ - u R .ARTIFICIAL STOW. O.tt AIR RLt4 \ 3 ANGLES • � Q Z DRIP UNDER Obo STOE-BRICK 4' \ ` 4 T��3'-0" yt ULL, - 51EF1 CLIPS • \\\ 6A O (iw imN OI HOD ER RRI - AIR SPACE I. OL AIR BARRIER r\J RA E J 6 I3I FIBER 6BOARD 1A6 utn' TOP OF KNEE WALL . � 20 HOOL R-20 in T _ 2•X5'O Ib'c/G - VAPOR BARRIER :p 0.41 1'Xe••16.6/6 yaal 6 .Q st RANG OPENED 0.46 GYPSUM 1/2' . HAND RAIL�1 Q 4 _ N 3 rj SECTION ; FL./61NS a ID'MIGH Obb AIR FILM N 10 m b IO FNJ518 U m 11 - : _ TOP OF FOUNDATION I _ R AR FILM •12 4'HI P y1 FINISHED GROUND 1 _ 154 CONCRETE 10' NOSING V mh O _ _ i _ IODO SEALED VAPOR BARRIERRICAO INSULATION 2' LN.2 13 SOLE PATE 2•Xb'• _ c/��TILAL CAUJCIN6 ND ANCHOR - �XLIDRTO�'�ATION BOLTS V2 DIA X 6 LBO TOTAL 111•0141 OM GYPSUH 1/2 4 _ D'-0'c% ObD AIR FlLN N _ f101E,d0 not use the YtlulaLlon 1 CONCRETE t0' ae 4WVprL for tla gyelXn. _ COAL TAR AYER - JOINT BETY�N - UNDER FINISHED 6RO)ND I - CONCRETE SLAB S•min. . - - 12'CRI1511®STONE _ POLYETHYLENE DOG' 9/4•CL.F1J7 OND4RgDIA _ 6'MIN OF COMPACTED 3/4' gwypN Np Pwre er M I '-II 1 (BUf NWT IN CLAYEY CRUSHED OUNOTOWDEPENDINS PBtFORATED INH ON THE 6ROIID5 NATURE. saH� TOP OF f00TIN6 y� ez I SECTION EXTERIOR AIR FILM OD9 , gL x I.I.C.4• OA4 rJ 10 SCALE.1/2'.1'-0• AIR SPACE I' - AIR BANDUER 0.02 1 RYMGD EXT.FIBER BOARD U2' 0.23 INSULATIONR-20 3.50 VAPOR BARRIER -- - IGAL!ALL 5EGTI N No-o�Fax+ Gaa+D BASE BOARD FURRING I^X9Y 16•1/c 017 - TYP CO NCRETE SLAB PORE9H3E GYP•1M I/T' O.OB - 0F9He1®x ARMATURE TO LNAK M16UOR AIR FILM 0.12 p SLOPE FLA6HING TOTAL RSJ 'f SECTION o4ANxm BATTI -20 HP. 10 � 0 OerJ®m -.,\ coHans rase+aa wrnHe 68. A. wort FINIS/1®6ROIRdJ - '_ •O 50LE PLATE 2-X4'• ( - baanoHl Q C G AULKIN A40 ANCHOW BOLTS V2•DIA X 6'LG.• rRo.GT RESIDENCE ' SECTION and DETAILS SECTION 4 SECTION IH.re 15/OI/93 SHOY'!!J 5 10 T - INN Nu. 2105.9 Ire..n. 10-11 ASPHALT PAPER°SO c ASPHALT PAPER°SO OR SELF ADHESIVE HCP•ERNE OR 5Bl ADHESIVE/tEt�RNE 12'MN. TIE PLED STV ND BOARD RD PA E REPLACED O O AN ORIENTED 1717. BD✓Aa9 PAS(OSD)OR 071e2 12'MIL 4 I EtaJIV FORE A 1/4'SPALE N THE NANG6RI STRRUP /IIOVDG PYD OItK.11M IN ALL F1O7lOOR TALL GOFOCLS. SLOPE SEE B-EVATION SLOPE SEE ELEVATION BRALIIS CAN E MADE OP II2'FLYTCOD,1/2'OS5 OR 2'MIN. 2'MIN STD BRACING WTALLED AT A 46•ANSLE. FREE ALL VAPOUR BA11JM I VIGAYM ON THI SE DRA"N66 STEEL PLA AR SPAL®R 8140"BE SEALM AT OVONAPB AND ARWIMO ALL r• (SEE 9PAC� BOLTEDPTO BEAM (SEE DEICER! OPENNB6 Ir 15 IMPORTANT THAT A Pill OP VAPOUR BAdtER E INSTALLED BEHIND THE 6BGTRLGAL GE II PAD- ��LLI`,, LOGATED ON AN EXTERIOR YMiL THE PB.t SMO LD BE I 4'lNAX SEALED NTH TIE MALL.B IIIBBIAAIR VAPOR 6Y1R®L �,IK M A MMOIRY YM°LL STEa BRICK M ALE TO M MACE D AT A FAXIIM OF S6'NORIZONTAt•AND I6'VEIRTICAL SPACNSH.THE SIZE OF ALL STD L1 !L/ABOVE OP9INBB APE TO BE DCIHO4 om BY THE BRIGICAYER) TOP OF TOP PLATE EMBEDDED WOOD TOP OF TOP PLATE rr a ImGa+eDm T lb A siB• MITA4 BOARD ON A ALUMINUM T-LASHIN6 1'x T MIRRIILB STRIP•Ib'We BE ICrM R TI THE ALUMINA FLA5NIN6 BEAM DETAIL BAsrnLr GSMB ro I/CImA6E THE FIFE FIAttNe. ALUMINA FASCIA ALUMNA FA50IA .. PERFORATED PERFORATED SOFFIT.2-1•XS'FURRING SOFFIT.2-1*)0'FURRIIS r_l�-o-�{L'��� 'J'MOULDING R 2'x 2' I 'J'FgI1LDll16 SEE FIEYATON R SEE ELEVATION 03 EXT.AIR Oil EXT.AIR ASPHALT SHIN15LM _ ASPHALT 9HINSLE5 I SELF ADIE51VE 210' SELF ADHESIVE 210- - PLYWOOD 1/2' FOR AIJ. PLYWOOD I/Z" I LEI FOR ALL IXTet10R HALLO 'H'CUPS 1/2' TOTAL ry 0 "pgER/MAI�S REGCS T4'CLIPS 1/2, 1DTAL 5♦bP 1 SEAL ALL DOUBLE HpaD RSCE. - 7R1/55E5 a 24•Wc RielR I 1Ex�sNL IRtAHC POSTS,J 1RIlfEG s 24'c% R-4B91. R21 0 (FJL.RN41RAfR.POSTS...) 40 BATE INSULATION R-40 KJ 40 GATT If�ULATION RHO 1.14 FIBER BOARD Mr,VY D4 FIBER BOARD INT.1/2' irFD IN SEALED VAPOUR.1/2'BARRIER SEALED VAPOUR BARRIER N . OE6 1'X 4'FURRING O 16'c/c PRIMED PLATE 2' 4'MAX. OE6 V X 4'FtWU 6 O 16'0/c If is A vift I On of the COpyrlBhl Pfis n tiOe 0.46 6YPSUH Bd.n' Ste'PLA FLe Imo\_ ob M W.�• Act to hfllit the9e Tans unless this notice obH INr.AIR 1n' BOLT®TO AdP93rs In RED and the customer has a 6YIY.+IIM .1a ieloa_9.e corm by DRUMMOND DESIGNS ALUMINUM FLASHING INC.The release form must be Signed and ALUMINA FASCIA y� c.mpletod in lull by the blueprinter and BASE�� BASTE BOARD rglained b'the customer. _ EXP05W STEEL EMBEDDED STEEL NO L BL E R -RED K FINISHED SECOND FLOOR. A R 20 BEAM DETAIL BEAM DETAIL FINISHED SECOND FLOOR BATT INSULATION R-20 i V R VAPOUR BARRIER VAPOUR BARRIER it TIP OF TOP PLATE TOP OF TOP PLATE DOUBLE PLATE CEILING DOIIBI.E PLATE PERFORATED DOUBLE PLATE ,JOISTS OR PREFABRICATED JOISTS JOISTS OR PREFABRICATED JOISTS 2-2'X4' Z-2• I'X 4'WRRIHB O I6'c/c 2-2'Xb' 1'X 4'FURRING O 16'Wc IT+I'X3'R1RR1N6 Ib'W LINTEL.2-2'XIO` - - 'J'MOULDING eYPSW Ed./2' LIMEL 2-2'XIO' 6YPSUM Bd.1/2 SEE ELEVATION BATT INSULATION GATT INSULATION FLA5141N6 BASHING- � 2-X 4'STUDS a 16'c/c R - - - INTERIOR WALL LINTEL 2-2'XIO" (V O.n EXT.AlR _ INTERIOR Bd.WALL GYP"Ed.1/2' ON POST 2-2'X4' I 0.10 SIDING(SEE ELEVATION 12'10' GYP5 'T STUDS I/2' R 2'X3' STIRS O lb'W,.BLOCKING GYPSUM Ed.1/2' Q 0.4T AULKIN6 GYPSUM Ed.1/2°Ib'c/c•BLOCKING I'X 3'F11RRIlL9 a 16'Wc CAULKING GYPSUM Bd.VS' (1'X 3'FURRING 0.12'c/c lY OOil ex-r.AlTO SIDING(SEE ELEVATION) (DOUBLE 2'X 9'AT AEI.DOOR PEWI'E17325) FOR OBLIGUE SIDM6) (DOUBLE Z'X 3'AT ALL POOR PERIMETERS) Q 0.41 1'X 3'F1/RRIN6•16'Wc FLASHING (IFE 2'X 4'OR YX 6'FOR ALL NAl.lS WITH 0.11 AR BARRIER F INS (USE 2'x 4'OR Yx b•FOR ALL WALLS WTH (1'X 3'ERRING O IYWc hECANICAL EmnFETENTZ VENTILATION E'JLOCKIN6 AT IHI 2'X BOARD 01' It OR PLUICBI Efi11PL3'784TI VENTILATION FOR 3-FURRI SIDING) OR PLIREIN6),) HALF-1�61T Y T b'STUDS ATI•16'Wc OR FLU-EIIN6)I 0.11 AIR BARRIER TOTAL 20 BAIT INSULATION N • III FIBB2 BOARD 1/2• R-255I - VS V BARRIER - 2'X b'STIRS O 16'Wc PLYWOOD 5/H' 0.46'BYI"SUM Bd.IING O 16"c/c TOTAL PLYWOOD D ?D GATT 6 STUDS NR-20 TONGUE AND GROOVE i Ob6 Mr.AIR R-ate JOISTS(SEE FOUNDATION FLAW SEALED VAPOUR BARRIER JOISTS(SEE FOUNDATION PLAN 0.41 I-X 3'Pam me O Ib'c/c 0.46 6YF",o1M Ed,1/2' ObH tNT.IR BASE BOARD (ADD A 5/H"PLYWOOD FOR ALL I CONCRETE 9LA8 BASE BOARD FLOOR FINISH IN9. OD FOR ALL FLOOR FINISH... , FINISHED FLOOR ."'�"�'" FINISHED&ROUND FLOOR SLOPE FLASHING - A1COFiABE.TAR OR TT INSULATION R-20 I GATT INSULATION R-20 I I I ASBMLT PAPER•50 ...°.' - APO1R BARRIER I VAPOUR BARRIER I I VETH' EN HOOD CONCRETE. TOP OF FOUNDATIONN1N6 _ TOP OFF A ION _ SOLE PLATE 2'X4'. II _ R I DOABLE PLATE IK RAW OPB1W ETHAFOAM STRIP SOLE PLATE •♦ - R (� T ETHAFOAM STRIP L - STEEL PLATE 2-YX4' JOINT O 24•0J, • ' - OJT EXT,AIR BOLTSTEE PLATE FINISHED _ Oil EXT,AIR FLASHING O IH' < _ 154 CONCRETE H' BOLTED TO THE BEAM �y BOLTED TO THE BEAM OQd' _ 134 CONCRETE B' 1000 RIGID INSULATION 2'TYP 2- t000 RIGID INSULATION 2'TYP 2 R..I51N Rq.SffO 5T 1 - TOTAL. _ SEALED VAPOUR BARRIER 1:. ROU614L T - TOTAL- _ SEALED VAPOUR BARRIER RrQM - ANCHIOR BOLTS R422D - T'X 4'Fl1W21HB•16'Wc VERTICAL 4'MAX. ANCH►7li BOLTS - 1"%4'FURRING a I6"Wc V8R71ClLL 4'MAX. 7P. 1/2'dla.X b"Le.O 0`0'We NAILFJO TO FOUNDATION 1/2'd1O.X b'L6.a 0'-0'1/1 NAILED TO FOUNDATION 0.46 0.46 eYPSIA Bd.U2' - ObH 6Yt,AM Btl.12' OU 4 0 TNT.AIR 2'X 4'STIA')c O 12— FINISH®GROUND - NOTE,A rot ygp IlOelatbn NOTE.do rot—Iro 1.111 BLOCKDOUBLE PLATE 2-z'%a' j� -Q as support For gW--board .�SI_ as v PPort for 4PM1A11 board HALF-I N6 AT Y _ LINTEL 2 2 1- ON POST 2-2'XX4' CONCRETE H• - ADJUSTABLE_ CO TAR LAYER SEALED JOINT FOR THE I ADJUSTABLE POST - UNDER FAIN SHED 6RORD LEVEL - VAPu?1R BARRIER LAYER SEALED JOINT FOR THE I OAD H OW pds.mox) IRdIER FINISIED 6ROULD IPVEI = VAPOUR BARRIER I aAADN8 000 Pd..m J _ CONCRETE SLAB 4'mtl, ASPHALT PARER •IS BOTTOM RATE 2-2'X4' CONCRETE SLAB 4'mK POLYETHYLENE DOW AROUND STEEL POST .ANCHOR BOLT• POLYETHYLBff 006' ASPHALT PAPffR MIS D'CRUSTED STOLE _ b'MN OF OOHBACTID 3/4' KATERPROOFIN6 LAYER 12'GW15lED STONE = b'MK OF COMPACTED 3/4' AROIAD S'f)£L POST CRUSHED O CO PA4, DING FORESEE FRAM640RK 1/2'dlo. POLYETHYLENE DOW 3/4'CLEAN ON 4'DIA. CRL/5H®STOHEDEP@OIN6 FORESEE FRAMLI'LORK U2'dla. 3/4'GLEAN ON 4'DIA. IN BOTH DIRECTIONS I ASPHALT PAPER•IS Ako" PERFORATED DRAIN _ ON THE 6ROU 12 NATURE. ON THE 6Rd1NJ5 NATURE. (BUT NOT e4 CLAYEY IN BOTH DIREGTbM15 PI3RFORATBN DRAIN _ FOR LADD OVER H 000 pdsJ OF THE BEARING NNE. 6ROU�) - (FOR LAOD H OOO pdsJ . (91T NOT IN CLAYEY ^ I TOP OF FOOTING ) G* ' - " • , TOP OF FOOTING _ L ap ° o A A Q o A 0 0 ICAL WALL SECT N NOOVHRWN4 BEAM ! POSTS I G ICAL.HALL SE-' ON BEAM d POSTS B TYP G B TYP FOOTING DIMENSION IUNILESS( WISE NOTED) A= 10" G= 30" ^n.B= 24" D= 20" DRUMMOND DESIGNSIHIG�► TYPIGAL WALL.SEGTION 2—A-3 ]@�E Your Home Plan Experts IX°cmisu No „ ' 2000 pdMHgft A-1-0•ED 6ROUND LOAD CAPACITY.FOR LE95M aR'� l CAPACITY. I'>• I'-0 CONTRACTOR 11)ST ADJUST FOOTING DIMEN510N5. MP. ' 29W ony. u-II A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See True Joist Framer's Pocket Guide for Product Trademark Information Ti er TP (OD ® , HANGER LIST - Simpson Strong-Tie Company, Inc. !rim s Joist Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes board H1 30IUT416 16-N10 2-N10 A3 - H2 2IUT416 16-N10 2-N10 30� H3 1 Not Found Load from above A3 JOIST:AND BEAM LIST Plot ID Length Product Plies Qty Rml A28 28' 16" TJI 560 joist 1 24 A26 26 16" TJI 560 joist 1 2 III I A 12 12' 16" TJI-560 joist 1 3 3 A4 4' 16" TJI 560 joist 1 3 *tnummin ro• �, M1 26' 1 3/4" x 16" 1.9E Microllam LVL 2 2 squash blocks ro M2 24' 1 3/4" x 16" 1.9E.Microllam LVL 2 2. • r A1��) III I � M3 4' 1 3/4" x 16" 1.9E Microllam-LVL 2 4 Use 2A minimum squash blocks I O ^� 12" o.c. to transfer load around TJIe ••• N' Pi 26' 7" x 16".2.0E Paraiinm PSL i 1 joist I I HEADER LIST Hd1 6' 1 3/4" x 9 1/2" 1.9E Microllam LVL 2 4 III Hd2 10' 1 3/4" x 11 7/8" 1.9E Microllam LVL 2 2 17.25" Hd3 10' 1 3/4" x 11-7/8" 1.9E Microllam LVL 2 2 H1 II M3 ( 14) H2 , . ACCESSORIES LIST 2 III I i - Rmi 16' 1 1/4" x 16" 1.3E TimberStrnnd LSL 1 6 ►.` O 7v Rm, Rim Board A28 (49) O0 A26 (48). 12" o.c. 1� 1 12" 0 c.l l c 111 I I N, III ( 6,.75" I H2111 M3 ( 13) ... 2 II 44 I54 12" o.Rml Hdi-it ( 21; Hd1-1t ( 20) 4 2 I _ Z e fv_ A3 t_1i1 H N i 2 �- 61 _1 24' 011 NORMAL O . C . SPACING 12 UNLESS NOTED OTHERWISE JOB COMMENTS SYSTEM WARNINGS 05-09-60 Do not splice Parallel Closure over 1373 rSantuit-Newton Rd opening or within one-half the opening's LEVEL NOTES Cotuit Ma width from either side. File Name: 05-09-60 SANTUIT RO.JOB GQroge Level Name: 2nd floor _ CREATED BY Plotted: 1/6/2006 11:02 Stock Building Supply (SMJ) Design Status: 63B Bedford St 2nd floor....10/14/2005 15:51 Lakeville, MA 02347 Roof.........10/14/2005 15:11 508-947-7745 FAX: 508-947-7750 NAILING REQUIREMENTS NOTE: Level design times indicated above provid¢ WARNINGassurance for proper level stacking. Joists are unstable until braced laterally TJI®joists at bearings: Two 8d(Ve)box nails(1 each side), 1 Y2" Design Methodology: ASO SYMBOL LEGEND minimum from end. x Note from Operator Bracing Includes: Floor Area Loading Is: • Blocking • sheathing Point Load g Blocking panels,rim joist or rum board to bearing plate: 40psf Live Load and 12 al loads.Dead Load • Hangers • Rim Board _ g TJI6 blocking panels or rim joist: 10d(W)box nails at 6"o.c. Operator added additional DO NOT allow workers • scut ones • Rim Joist DO NOT stack building to walk on joists materials on unsheathed Trus Joist rim board Toenail with 1 Od(3")box nails at 6"o.c.or Maximum Joist Deflection: — Line Load until braced. joists.Stack only over 16d(V2")box nails at 12"o.c. L/480 Live Load t- Area Load INJURY MAY RESULT. beams,orwalls. Shear transfer:Connections equivalent to decking nail schedule. 1/240 Total Load WARNING NOTES: Lack of concern for proper bracing during construction can result in serious accidents. TJ-Pro Rating Information: O Detail ra er'out Lobel p pe g g Rim board,rim joist or closure to TJI�Joist: Under normal conditions if the following guidelines are observed,accidents will be avoided. 1a/"width or less:Two 10d(W)box nails,one each at top and Weighted Average: 50 (See Framer's.Pocket Guide) 1.All blocking,hange iim boards and dm joists at the end supports of the TJI a joists must be oampletey Iretelled end properly netled. bottom flange. Lowest Rating: 45 Hd-t Header, and -t indicates quantity of 71ti Ra ting:ang: 2x 2.Lateral strength,like a braced end wall a an existing deck,must be established at the ends of the bay.This can also be sccompltshed 2�6"thru 2%2"widths:Two 16d(3Y2')box nails,one each at top and Highesttrimmers required at ends by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bey. bottom flange. 9•Safety bracing lines of 1x4(minimum)must be nailed to a braked end wag or sheathed area as in note 2 and to each joist.Without this f „ Glued $ Nailed Decking IS Required bracing,buckling sideways or rollover ishigmyprobableunderlightconstructionloads-likeaworkeroronelayerofksmalledsheathing. 3% width:Toenail joist to rim joist with one 10d(3")box nail each Direct Applied Ceilinq of 1/2" Gypsum is Required 4.Sheathing must be totally attached to each TJI ®joist before addttlonal loads can be placed on the system. . side of joist top flange. Floor Decking: 23/32" Panels (24" Span Rating) 6.Endo of cantltevers feWlre safety bracing on both the top and bottom flanges. Page 1 of 2 6.The flanges must remain straotwittkina tolerance of X*from true alignment 2x4 minimum squash blocks: Two 10d(3")box nails,one each Normal O.C. Spacing = 12"* - at top and bottom flange. *Unless noted otherwise FOR THE TJ-XPERT WARRANTY Layout Scale: 1' SEE FRAMER'S POCKET GUIDE Y 40 s6.40 ne.42 TJ-Xpert 8.42(1F883)C6.40 D6. A complete TT-Xpert framing plan requires the Trus Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information TiIX per . . e714,;5 4A iee HANGER LIST - Simpson Strong-Tie Company, Inc. Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes Hi 2 HHUS410 30-10d 10-10d 30' JOIST AND BEAM LIST �—6' �') 24' _ Plot ID Length Product. Plies Qty M1 20' 1 3/4" x 9 1/2" 1.9E Microllnm LVL 2 4 M2 16' 1 3/4" x 9 1/2" 1.9E Microllnm LVL 2 2 M3 24' 1 3/4" x 20" 1.9E Microllnm LVL 4 4 HEADER LIST Nd1 6' 1 3/4" x 9 1/2" 1.9E Microllnm LVL 2 -2 r w Joists By Others M3 ( 12) _ N — _ p, ao 4 I N^ Joists By Others L : LM2 ( 25) - : L Hi I _ -- - ... - --2 - 3 CX_ Joists By Others v 0 v Iv J ists By Others Joists By Others. . Joists By Others Joists By Others N i w ~—68 �L f—4' pI--4' —.I 8' L—4 ��.,—4 JOB COMMENTS CREATED BY 05-09-60 1373 Santuit-Newton Rd Stock Building Supply (SMJ) LEVEL NOTES Cotuit Ma 638 Bedford St Lakeville, MA 02347 File Name: 05-09-60 Snntuit rd.JOB Garage 508-947-7745 FAX: 508-947-7750 Level Name: Roof NAILING REQUIREMENTS Plotted: 10/14/2005 16:22 WARNING Design Status: SYMBOL LEGEND TJI®Joists at bearings: Two 8d(2Y")box nails(1 each side), 1 Y2" 2nd floor....10/14/2005 15:51 Point Load Joists are unstable until braced laterally minimum from end. 0 Bracing Includes: Blockin panels,rim joist or rim board to bearing late: Roof.........10/14/2005 15:11 — 9 p 1 9 p Line Load . Blocking • sheathing Tile blocking panels or rim joist: 10d(3")box nails at 6"o.c. NOTE. Level design times indicated above provide • Hangers • Rim Board assurance for proper level stacking. Area Load DO NOT allow workers • strut Lines • Rat Joist DO NOT stack building Trus Joist rim board.Toenail with 10d(3")box nails at 6"o.c.or to walk on foists materials on unsheathed 16d(32")box nails at 12"o.c. Design Methodology: ASO BBO Beam By Others until braced foists.Stack only over Shear transfer:Connections equivalent to decking nail schedule. Roof Area Loading Is: Hd-t Header, and -t indicates quantity of 2x_ INJURY MAY RESULT. beams or walls. WARNING NOTES. Rim board,rim Joist or closure to TJI® oist: 25psf Live Load (115% LDF) and 15 psf Dead Load trimmers required at ends Lack of concern for proper bracing during construction can result in serious accidents. 1314"width orless:Two 10d(3")box nails,one each at top and Maximum Joist Deflection: Under normal conditions if the following guidelines are observed,accidents will be avoided. bottom flange. L/360 Flat Roof - Live Load 2f16"thru 2Y2"widths:Two 16d(3Y")box nails,one each at top and L✓240 Sloped Roof - Live Load ,.nu blacldrg,hangers rim boards and rim joists at the end supports of the TJI o Jolsta must be completely Installed and property halted. bottom flange. Page 2 of 2 2 lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be accomplished g L/240 Flat Roof -Total Load 9 by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 3Y"width:Toenail joist to rim joist with one 10d(3")box nail each L/180 Sloped Roof - Total Load 3.Safety bracing limes of U4(minimum)must be ruined to a braced end wall or sheathed area as in note 2 and to each joist wMout this side of joist top flange. FOR THE TJ-XPERT WARRANTY bracing,buckling sideways or rollover Is highly probable under light construction bads-like a worker or one layer of unnalled sheathing. 4.Sheathing must be totally attached to each TJI a Joist before additional loads can be placed on the system. Layout Scale: 1W = 1' SEE FRAMER'S POCKET GUIDE 5.Ends of cantilevers require safety bracing on both the top and bottom flanges 2x4 minimum squash blocks: Two 10d(3")box nails,one each Ti-xp,h 6.40(0611111)C6.40 D6.40 36.40 P6.40 6.The flanges must remain straight within a tolerance of V from true alignment at top and bottom flange --- - SMOKE nETECTORSCMVIEWED ,00z,5; � 7 CAR"MONOXIDE ALARMS BARNSTABLE BUILDINu DEPT. DA MUST BE INSTALLED PER MASSACHUSETTS BUILDING CAGE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERhMING 30'-0" ZN 30'-d' ^ O O 2'-6" Q � w C-0 �C.0 � � 0-0 WA-Fr - - - - - - -I w 0 cn Q Ud• ' V� STORAGE 'v O o � DN. �1 GARAGE b ~ G :FINISHED BATH J 3'x3' HVAC 0 R O UP O STORAGE Wow I b b ------------------------- --- --------------------- N fV L ZD �1 z 6'-a' 24'-0" C 4'-0" 4'-U' 8'-0" 4'-0" 4 0' M 30'-0" ' ✓ 6'-0" 24'-0" O FIRST FLOOR PLAN- SECOND FLOOR PLAN SCALE : 1/4" = 1'-0" DATE : 10/27/2005 AS BUILT FLOOR PLANS JOB NO. : 2005DI THE DESIGNER SHALL BE NOTIFIED IF ANY 12/19/2006 ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF DRAWING NO. CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF Al THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER. TOP FNDN = 62.5' SEPTIC PROFILE TEST HOLE LOGS _ ACCESS COVER TO WITHIN 8" OF FIN. GRADE TO SCALQ ACCESS COVER (WATERTIGHT) TO ENGINEER: M. FARIA, SE ` LOVELLs WITHIN 6" OF FIN. GRADE MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM , 1.0' - 61.5' WITNESS: -ED. BARRY I. LOCUS POND RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: fi/25/99 \51.1 FOR FIRST 2' < 2 MIN/INCH PROPOSED 1500 3' MAX. PERC. RATE FOREST " RD. � 59.10' GALLON SEPTIC 58.85' _ 58.5' CLASS I SOILS p# 9457 TANK (H- lO ) GAS � 58.0' L Z BAFFLE 58.17 0000 0000 t21N o 57.67 O O CI O O O [� O 4' �RouND ( X SLOPE) �6" CRUSHED STONE OR MECHAtdICAL Q O O O O O O O El ELEV. ELEV. 4' COMPACTION. (15.221 [23) -` MIN $ 2' IC O O 0 ED 0 0 ED 0 55.67' Q I' DEPTH OF FLOW - 61.0' TEE SIZES: 1 ( MIN x SLOPE) ( ' X SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 0" _ 0" O Ap INLET DEPTH - �" / OUTLET DEPTH - 14" 3" SL LOCATION MAP 5.07' Ap 12" 1OYR Y/3 FOUNDATION 19' SEPTIC TANK - --- 30' D' BOX 13' LEACHING 14" 10YR 4/3 LS ASSESSORS MAP 25 PARCEL 8 FACILITYB ZONING DISTRICT: RF B YARD SETBACKS: 1 +64.57 +63.36 \ LS LS FRONT = 30 24" 10YR 4/6 58.6 ' ,\ N 10YR =r/6 SIDE = 15' 88 l.ol 50.6' 40" 57.67' REAR = 15' 8 8 �T3 1.00 C PLAN REF. - 59.9 2 .66' ' 1 ,o ,\,\ MED/COS C FLOOD ZONE: C , Li, 59. a\` 2.5Y 5/6 MED/COS I \ I+5' ,34 2.5Y 5/6 5.1 �/ `\ .27 -}-55,30 5 � - ` . + 24 A-c6 � , 120" 50.6' 120" 51.0' +s9:4\59 8e NOTES: NO WATER ENCOUNTERED PEC*BTRIAN% .,.T i' , ' - -�T r :.�,_.�Ili '+.PAt BAht: DISPOSER IS ivv I :. o 1. DATUM IS _ ASSUMEG + SIGN (f) DESIGN FLOW: 3- BEDROOMS ( 110 GPD) = 330 GPD 2. MUNICIPAL WATER IS AVAILABLE 4' S9.6 , W ,\ 'SEA 330-GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 75. "0 6 76 -{-59.59 �\ �. EPTIC TANK:_ 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 G - - 5. PIPE JOINTS TO BE MADE WATERTIGHT. 41 -,A LISE A _15Q0- GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 0.64 12 -59,33 TEACHING: ENVIRONMENTAL CODE TITLE V. -f-7 4 DWELLING SIDES: PROP. 3 BR 2(25 + 12.83) 2 (.74) = 112 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE , 2 25 x 1283 (.74) = 237 USED FOR LOT LINE STAKING. . 41 62. 4 ` 30 , 60 .22 E OTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 6 .3 ' 82 5' 5 % o ; 472 349 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT -}-74 N o �z OTAL: S.F. GPD \ F - A INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 6 + cD + �^ I SE (2) 500 GAL. ACME OR EQUAL LEACHING 'w O - FROM BOARD OF HEALTH. BROKEN \, GAR lfFi1 +60.71 -'- \,� � L HAMBERS WITH 4' STONE ALL AROUND B ® - 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE , _-59,39 2 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR .6 ��ys 3.11 �\ 05 \� �9.41 TO COMMENCEMENT OF WORK. 99.3 73. � ' O _ LEGEND TITLE 5 SITE PLAN 2' PROPOSED SPOT ELEVATION OF T 2 59. +� LOT 2 SANTUIT- NEWTOWN ROAD < BEN :HMARK 100xO EXISTING SPOT ELEVATION CAT(IH BASIN IN THE TOWN OF: + �.\ 60 ELE\ = 59.41' 100 PROPOSED CONTOUR (COTUIT) BARNSTABLE J N/F �� 61 �6b.85 100 EXISTING CONTOUR PREPARED FOR: BAYBERRY BUILDING CO., INC. HOSTETTER rn +61.51 `\ 30 0 30 60 90 rn w ; HOARD OF HEALTH CO Cn rna, � � ` D �DIRECT ALL WATER AWAY FROM � 68 j �3 62y APPROVED DATE MA SCALE: 1" = 30' DATE: AUGUST 31, 2000 FOUNDATION I - �69�24 ` 1 off 500-M-4Ul SEPTIC SYSTEM IS NOT DESIGNED FOR LOT 2 ` fox soe ae2->aeeo VEHICLE LOADING 57,224 SFf � ,00 128 67 �268 down cape engineering, Inc. �PLIN OF !y -, ����" OF ARNE �� ARNE H. G OJALA lr CIVIL ENGINEERS o"�A lr, IVIk y N0. 634A o, N/F LAND SURVEYORS Po�F 9 H 0 S TE TTER a 99- 156 939 main st. Yarmouth, ma 021375 OJ . ., P.L.S. DATE Q� CN 30'-a' � s'-a' 2'-6' Q W Q r- - - - - - I W E� ao � 00 � o 00 I i STORAGE � O O DN. GARAGE '—' UNFINISHED N N STORAGE BATH HVAC 3'x 3' O R lorN Up STORAGE O O� L - - - ------------------------ ------------------------ b b N N L - - - - - _ J l W �-1 to I� 6'—a' 24'-a' 4'-a' 4'-a' 8'-a' 4'-a' 4'-a' 30-a 41 - 6'-a' 24'a' ;IoO co FIRST FLOOR PLAN— SECOND FLOUR PLAN SCALE : 1/4 If = 1.-0„ DATE : 10/27/2005 AS BUILT FLOOR PLANS JOB NO. : 2005DI THE DESIGNER SHALL BE NOTIFIED IF ANY 12/19/2006 ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF DRAWING NO. CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF Al THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER. BCI BW-o--" BCI SW-a.-d. BCI eb..0—d- Tor MOUNT BCI seem casoa" DON'T NOTM BCI ��• NOTE THE DETAH. UM Wd NAILS FOR 1-S/4"LVL STRUCTURALLY ADEQUATE HANGER HANGERS RECONMER ED FASTEN EDl[JOIST'TO Nad NA�ONE AR T 7W FLANGEFLANGE / \BEAM AT Ltd NAILS FOR 1-1/$"LVL i — AT SUPPORT DESIGN CRITERIA � EACH FLOOR JOIST OF Run JOST - � TO TRANSFER LOAD DESIGN CRIT ER1A O USING 1-lfd N&M PER FLANGE : O DEFLECTION LIMITS FLOOR LOADS ° �' + ,,- // DEFLECTION LIMITS FLOOR LOADS o � I I ♦ / 1 Live Load L/480 Live Load 40 psf W"O.C. ° i,` ' 1 1 // // Live Load L/480 Live Load 30 psf EACH FACE Total Load L/240 Dead Load 15 psf HANGER MUST APPLY LOAD ooNNEcrlaoN'TO PLATA' �� \� � Total Load L/240 Dead Load 15 psf T110 ROWS UP TO]$'DEEP EQUALLY TO EACH PLY RE8 graq l9En MAY BE EEQUDRED USE TWO Ed COMMON 1-1 $' / / OR TAO lEd BO%NADLS OR TOE OR N AT A ON CENTER _—�i / THREE R0113 OVER 12"DES »+mlDIlfG ON LOAD AND HANGER TYPE RDY JOD3T SAYE DEPTH ALWAYS CHEct OR iad TOE NAM AT 1E"ON CENTER Design assumes 4% load sharing and (�FOR UP TO a PLM FROM JOIST O N n As FLOOR JOD3r. ,___I M EEAEDiG AND s1'HrF��REQUn�N'1s Deli assumes 490 load sharingand sheathing is glued and nailed NAILED CONNECTION BEAM CONNECTION 5 FLOOR BEAM emu) JOIST NAILING Neu A RIM BOARD n RIM FOS RED L DADS i DON'TlYOUR Olt �°�'' BCl BLOCKING sheathing is glued and nailed RIM BOARD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FRAMING BY OTHERS V1 POST DOWN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a FLUSH STEEL BEAM BY OTHERS 16 RIM BOARD E�TR, J X A J . . . . . . . . . . . . . . . . . . . . �, POST UP F' --- - — — — — — — ---------------- SQUASH BLOCKS �.+ 7 22' 8 REQUIRED ® 12' FLUSH 9 36 g 20 A a , w : • 44 a A • p� IT7311.118 ' 0 ; ; A Oww _ _ _ _ PQ 2 PLY LVL 11-7 8" 016' FLUSH '-' BRG WALL 3 34' a ; . . . . . . . . . . . . . . . .. . . . . . x B 9 3— 2►. 2 20 MIT311.88-2 - - - - - - - - - - _ . . . . 2 PLY LVL 11-7 8" ® 20' 1 lg' 3 PLY LVL 11-7/ ® 20 FLUS ' HHUS410 — HHUS410 0 -. . .=_ . . ._,-�_�_,-. . . .__. . . 2 26' LY LVL 11-7/8" 12J11 5 26' ITT3611.88 2 PLY LVL it-7/8" 0 8' FLUSH - 24 a ® 8' FLUSH US1.81/10 . . . . . . . . . . . . . . . . . . . . VL 11-7 2 PLY6LFLUSH 8 _ . . . . 1- ® 12' t " 2 PLY LVL 11-7 8" ® 20' A i i HWU5.50 11.88 O - p 4 34' BLOCKING IT 6 P 16 10 34' QUASH LOCKS RE UIRED : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! . . . . . . . . . . . . . . . . . . . . . -POST.DQWN. . . POST DOWN EXTRA JOI UNDER-WALL LC FLUSH STEEL BEAM BY OTHERS 16" RIM BOARD 2 PLY LVL 16" ® W FLUSH ~- 8' FLUSH 7 14' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIM BOARD 1 14' RIM BOARD RIM BOARD MATERIAL LIST MARK QTY SERIES DEPTH LENGT 7 BCI 60 11-7 8" 34' 5 BCI 60 U-7/8" 26' 8 BCI 60 U-7/8" 20' 1 BCI 60 11-7/8" 16, 7 BCI 60 U-7/8" 14' FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN 2 BCI 60 1H1-7/8`,' 60 BLOCKING BCI 60 ll-7 8" 22' 20 BCI90 16" 24' BCI 60 2-1/4" x 11-"7/8" @ 16` ' O.C. RUN CONTINUOUS BCI 60 2-1/41 ? x 11-r7/8" @ 16" O.C. RUN CONTINUOUS 6 LVL1.75 11-7/8" 20' 5 LVL1.75 11-7 8" 16' 3 LVL1.75 11-7 8' 12' 2 LVL1.75 11-7 8" 8' 2 LVL1.75 11-7 8" 6' 2 LVL1.75 16" 8' UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED 5 11-7 8" 16' 4 RIM BRD 16" 16' MATERIAL LIST 5 MIT416 MARK QTY SERIES DEPTH LENGT 1 WPI416-2 NOTE THE FLOOR SYSTEM (BCI I-JOIST, VERSA-LAM LVL) i BCI-60 U-7 8" 38' 34 ITT3511.8 ARE DESIGNED FOR FLOOR LOADS ONLY. ROOF LOADS 9 BCI-60 11-7 8' 34' 2 HHUS4 10 10 BCI-60 11-7 8' 34' 3 HHUS410 FROM RAFTERS, BRACING, AND BEAMS MUST BEAR ON 5 BCI-60 ii-7 8" 4 1 -2 THIS PLACING PLAN IS FOR ESTIMATING ONLY. EXTERIOR WALLS AND INTERIOR WALLS WITH LEGEND 7 BCI-60 ll-7 8" 2z' SHOP DRAWINGS, TYPICAL DETAILS AND FRAMING BEARING STRAIGHT THROUGH TO A FOOTING. ANY 1 BCI-60 U-7 8" 16, PLANS, OUTLINING INSTALLATION PROCEDURES AND ROOF LOADS CARRIED BY THE FLOOR SYSTEM MUST 1 BCI-60 U-7 8' 14' 1 BCI-60 11-7 8" 2' UNIT IDENTIFICATION MARKS, SHALL BE SUBMITTED BE SO INDICATED ON THE FRAMING PLAN SUBMITTED BCl/60 2 BCI-60 U-7 8" g' B O I[S E CASCADE CUSTOMER: SHEPLEY WOOD FOR APPROVAL OF THE PROJECT ARCHITECT AND/OR TO US FOR TAKE-OFF. BCl/90 BLOCKING BCI-60 11-7/8" 28' ENGINEER. PRODUCT TO BE STORED, HANDLED AND INSTALLED LVL1.75 4 LVL1.75 11-7 8" DRAWN BY: NATE OLIVERI CONTACT: JOE MADERA BOISE CASCADE 4 LVL1.75 ll-7 8" f EXACT QUANTITIES AND LENGTHS ARE THE IN ACCORDANCE WITH MANUFACTURERS RIM BOARD DATE: 12/21/00 CONTACT #: 2 LVL1.75 ll-7 8 '- RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR RECOMMENDATIONS. u ALL HANGERS 9 RIM BRD 11-7 8" E: REVISED: PROJECT: DRUMMOND DESIGN IS TO VERIFY ALL BEAMS AND JOISTS ® THEIR WE RECOMMEND ELK ARCHITECTURAL ROOFING BEAM BY OTHERS 13 ITT3511.88 FILE NO. SPECIAL NOTES: EXACT LOCATIONS. PRODUCTS, HARDIE LAP SIDING. WALL ABOVE 2 HHUS410 SCALE: 1/4" = 1'-0" / 21