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HomeMy WebLinkAbout1311 MAIN STREET (COTUIT) �3 r �1�r;�✓ sr. f _ \ ACTIVE Town of Barnstable Regulatory Services Richard V.Scab,Interim,MMOO BARNS TABLE ABLE • - Building Division BARNSTABIA KAM Tom Perry,Building Corn163 m on�et .. A € jj Ott 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 DIVISTION Fax: 508-790-6230 Approved:_ .. Fee: Permit#: HOME OCCUPATION REGISTRATION Date: Name: w rV ri-� A F!1 !V`e Phone#: 4?$ (0q-2 S 0/ � Address: f 31[ M A t 10 -5 // -0 c)X /� (D s l Village: 4- Name of Business: `` Type of Business:.E=V` eck rR Map/Lot 0-7 C? S INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. - The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pickup truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit I,the undersigned,have read and agree with the above restrictions for my home occupation I am registte( Applicant Date: %" Homeoc.doc Rev.103113 YOU WISH TO OPEN A BUSINESS? For Your Infoill1aaf:i00-1: Buskies, Ceri:ificates cost $40.00 far-4 years. A Business Certificate 0iiLY REGISTERS YOUR. IIl46'eME in ti e Town VT,'°(0"H YOU li,�lt,�S DG.t accoi°din to I�.�I.�-Ll uf: �°Ioes ��io g ivri you �.;°uu:i�� iaxR, to o yp a e you u��rs�t ifi'9Rra,t:�alat�aicu thenecessary � _ � tl y' i i• �" ", n atu.r .. . ..•�.. T oir . ...u. ah S- "s " ' � 'y • ..�'�,i m.7 5-, ;a ' 1"."�e; s . .fi, `'� F i M^37 'Y tl. t H sflt���ki,f��u��s:,. �:aFr� f.iuu�;� ��:��i�rw� a:�u� a�u��,h ��u�:�9u� .��.� G�r��:�tsuwn„ i�6g� �60�, ���ttlaa���.��Fa� fan�aK�: f,e� uiva., I"°as�ai��-u �.,,i�..�. :� ��6.u��; �I ; �i., �.P��;�s i��na�us� ,�F.,,�,.eyaa1piis, MA 0,26011(T'obun i"9ai1,, an.d` an;,901, the, Certificate that r m a"'equpke'd by raw", - DATE Fill in please: APPLICANT'S YOUR NAME/CORPORATE NAME BUSINESS TYPE: ' f -- (,( /iP BUSINESS YOUR HOME ADDRESS: G, 0 X / lc TELEPHONE # Home Telephone Number 7 NAME OF NEW BUSINESS 1 1'f e4- OR EIN: S aC� Have you been given approval from the building divis•on? YES NO ADDRESS OF BUSINESS AP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules_ and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 206 Mahi St: — (Go4 nnr of YaCW�cCDOB � � . L RAa hn a il:"rM f L? BiiE i�i. :;;uG� yogi, h_Swpe U;iio ai,)propriate p aTt-inlil5 and IicC?n"es ff"CB:IP.6CE'"�P4��:d�It Qi 2iiu:"ffate your If"�G.sinless hi this town. 1. BUILDING CO ISSIO R'S OF MU T PLY VVIT�i HOME OCCUPA �``� This individ al n n e of a y er it a uire nts that pertain to this ty � ;3 'REGULATIONS. FAILURE i AAori a * COMPLY MAY RESULT IN FINES. igp , COMMEN S• o r 2. BOAR O ALL This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: J a --A aAw, TOWN OF BARNSTABLE CERTIFICATE 04 OCCUPANCY PARCEL ID 018 072 GEOBASE ID 538 ADDRESS 1311 MAIN STREET (COTUIT) PHONE COTUIT ZIP — LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 60029 DESCRIPTION C/O FOR SFH UNDER # 53662 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 CONSTRUCTION COSTS $.00 " �T Qi► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P: :*1�I+''�" s * BARN3rABM • MA83. 0 9. A� BUILDING DIVISTO BY DATE ISSUED 04/01/2002 EXPIRATION DATE I TOWN. OF �ilZgit'ABLE �yl 7 f_ 57gq ►; '' BUILDING "'PERMIT 0 53 '. PARCEL -ID`-018 072 t, GEC7BAS I "5B� ADDRESS ' > ;1.31.1 MAIN- STkiEt (COTUIT) PHONE COTUIT .' ZIP - LOT BLOCK LOT SIZE DBA DEVELOPMENT DTSTRICT CT PERMIT 58M-2 DESCRIPTION 3BED/ SINGLE FAMILY DWELLING PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: CORMICAN CONST. Department of Health' Safety AETS' and Environmental Services TOTAL FEES: $542:28 IME BOND CONSTRUCTION COSTS $174,928.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE F I * 1ARMABM + . � MASS. V FD MA'S BUILDINGBY . I ISION�; DATE ISSUED 05/31/2001 EXPIRATION DATE W 11I71�sG ?ERM ' %— . a0 PARCEL "I D"0°I8 072 GROBAGE I D �T3f3 AT}D .EIS I3. . ... A:t: 1 St�'RE "`I' f �TIJ 'I'1. RIHONE: 7 I E' LOT to .,. BLOCi� + L0'�' S��E DF�A DE E aOPM T,.. DISTRICT CT PERMIT . 53662 DESCRIPTION 3BED/ SINGLE. FAMILY 1AT'l�LING I?Ea, J Tr TYPE .__BUILD,: •.'III.°LE NEW R S-11-DEN'IAL BLDG RMT.:'.; C NTR kq 'QRa'Y_ CORMICAN QQ )t Department of Health, Safety ATEf.:'I'SRQ and. Environmental Services T'OTAL FEES $642.2 VE BOND $.00 CONSTRUCTION COSTS $174,928i.100 10.1. SINGLE' MOE. D1 'ACT<rtED ]: Rf,tlA'7'E D * BARN3TABLE, 60 ��q - Ep M�► BUILDING I ISO ;i BY '' llr'' _ DATE-ISSUED 0.5/31/2001 FXPIRAT•ION DATA THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE.JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM'THE CONDITIONS OF ANY APPLICABLE'SUBDIVISION RESTRICTIONS: " MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE FOR REQUIRED 2, PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL;PLUMBING AND M CH- FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL'INSTALLATIONS. 3.INSULATION. . OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 ti Mt ,Q _. 2 l 1m to o1 TYt jejecs-I&I , /see n I 3 1 EATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 0 t- 2 - BOARD OF HEALTH 1 la— o`i, b c OTHER SITE PLAN REVIEW APPROVAL Tl�i WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX' CARD CAN BE ARRANGED ,FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT.IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION: N S P`pF IHE Tp The Town of Barnstable, BAR`1STABLE. ' Department of Health Safety and Environmental Services 7 NASS. 0 63q. �0 �PTEo MPS Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 t k Inspection Correction Notice Type of Inspection Location /d�U W, I Permit Number _; p Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 1t�Z t c�(Lc -T 19 0 �1i✓S uLG1�c air,) 1jt L ,.t3 U Please call: 508-862-4038 for re-inspection. Inspected by � `' "i^- Dat 3 e C� �� i IKEfO{�� The .Town of Barnstable BARNSTABLE. • Department of Health Safety and Environmental Services MASS 1639• �0 PTfDMP�a Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection � � C Location J.3 ` \ W- j�Q S-4- Permit Number J ?3�,2J Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: " 4-Y ro. t bn F �F)V e- 34)0 C Uf QTA+ ) V) 4C,La& ktyx +,tb �-Ja4A Please call: 508-862-4038 for re-inspection. Inspected by "-1MCA Date P`°FTHET°�ti The Town of Barnstable BARNSTABLE. MASS. 0 Department of Health Safety and Environmental Services Y rEO1639. M Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 13 It 4 -- OwnerLiTu-", Permit Number Builder 'LC-pv� One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 600 '-r� --------------- gczT� i1v )Lin \'�j dS Lf Please call: 508-862-4038 for re-inspection. Inspected by - �-J Date TOWN OF BARNSTABLE BUILDING PERMIT APPLIC Map Parcel Permt# : p� �. ,v ,"°'�" �Qo� Health Division 34 S 1 3 6,r4_ \` Date-Issued Conservation Division /i � ' /0/ e OZI 2112Y1�� J'Nkiee__ Fee Tax Collector OSI - ,�lZ`s-d�- SENT Treasurer e� r!,c.t.�__ tj 0 3 ke,0) IC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept.— t4- WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board /V A, T®VIIN REGULATIONS Historic,-OKH Preservation/Hyannis DVI Project Street Address 3v_ � 3 � ` (M �� S( C� "�� Village efo �- Owner 04 Address l�S � C_rv� 14rt /1 i%A, X/A TeIeA6one � 3 3- Permit Request DeA-10 C `A cs\,5>Q tA14c u`\ ICE.. N-e� o,-� O 0 Square feet: 1st floor: existing a6 propo ed A9 Ind floor: existing �fS propo ed Total newl-76$ Valuation 913 Zoning District Flood Plain water Overlay Construction Type Lot Size / 7 Grandfathered: t Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family uQ Two Family ❑ Multi-Family(#units) Age of Existing Structure / Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: l Full ❑Crawl LAlalkout O Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Z Half: existing (f) new Number of Bedrooms: existing new // Total Room Count(not including baths): existing new (0 First Floor Room Count Heat Type and Fuel: ''SGas ❑Oil ❑ Electric Cl Other Central Air: O Yes VIC Fireplaces: Existing t New_N Existing wood/coal stove: ❑Yes Detached garage:❑existing ❑new size -0 Pool:❑existing ❑new size Barn: ❑existing ❑new size N� Attached garage:0 existing ❑new size N-0 Shed:O existing ❑new size to C> Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use -- - v Proposed Use BUILDER INFORMATION Name"�Y�A, �� ar�I CA J Telephone Number '7 Address o7� ; c6Ir Si /V oh.;ytic/ 110 License# C�6_bc Z (j2o6 r Home Improvement Contractor# Worker's Compensation#, + ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO4� 1 SIGNATURE DATE Z 3 © ( 4 ? FOR OFFICIAL USE ONLY • r • { k PERMIT NO. DATE ISSUED. . MAP/PARCEL NO. ADDRESS a VILLAGE OWNER _ DATE OF INSPECTION , 'FOUNDATION :71Mo I M,07t ' 'D l " ` mA FRAME , INSULATION k 0�' ± FIREPLACE ELECTRICAL: ROUGH • FINAL P PLUMBING: ROUGH -- FINAL GAS: ROUGH . FINAL ; 16 FINAL BUILDING ; -^ M 4: =. DATE CLOSED OUT ASSOCIATION PLAN NO. OF I.Eotuit ,Fire i.5trict carurr Water Mepartment 19i6 `o� 4300 FALMOUTH ROAD, P.O. BOX 451 r JU COTUIT, MASS. 02635 PHONE (508) 428-2687 FAX (508) 428-7517 April 30,,2001 Ms. Maura Conroy 1355 Canton Ave. Milton, MA 02186 Dear Ms. Conroy, This letter confirms that the water was turned off, at the street, at 1311 Main Street, Cotuit, on December 18, 2000. Sincerely, -� Lo Sheri Leavenworth Business Manager Vl� � n Energy Delivery 201 Riv ���lr■■� 201 Rivermoor Street Energy Delivery West Roxbury,Massachusetts 02132 Tel 617 723-5512 May 15, 2001 Mr. Frank Conroy 1355 Canton Avenue Milton, MA 02186 - ,r re: 1311 Main St., Cotuit, MA To Whom It May Concern: This letter is to confirm that the natural gas services to the above referenced property have been cut and capped at the gatebox. This work was completed by us on May 14, 2001. If you have any questions, I can be contacted directly at 508-760-7503. Sincerely, - A Sally Sinclair Distribution Department ComE/ectric AN Nsr COMPANY Commonwealth Electric Company Cambridge Electric Light Company 2421 Cranberry Highway i il ., Wareham,Massachusetts 02571 • .' May 9, 2001 n MAURA CONROY 1355 CANTON AVE MILTON, MA 02186 ..QE:.:R-EMOVAL-OF�ELECTRIC-METER- To Whom It May Concern: Our records indicate an.established electric service with us at 1311 MAIN ST COTUIT, MA:02635 was.removed on 4/25/01. . '_'t.i1 �, T tad,�, ... .,. ,k,.,h"' A.' '. •S l^ #. � ;Jf,we'. may be of further,service to you, plea I'free=tokca l us at:.,> fh 1-800-642-707.0,(with ih°Mass) or 1'508-291;0950 (out of state).'- . t•;', Sincerely, R COM ELECTRIC BEVERLY LAKE-GUINEN CUSTOMER INQUIRY CENTER BAL 27-2001 04:26PM FROM A.M. WILSON ASSOC. TO 4205553 P.02 rF I a i A.M.Wilson Associates Inc. FIELD REPORT 1311 MAIN ST., COTUIT (Oar File No. 2.1,067.00) A site visit was made on the afternoon of 12/27/00 for the purpose of evaluating possible wetland resources at the site. The sky was clear. The temperature was±32°F. There had been no precipitation for at least 2 days. The property is.shown as Lot 72 of Assessors Map 18 and lies off the westerly side of Maim Street roughly opposite the south end of Ocean Ave. It is a long narrow lot developed with..a single-family dwelling and a semi-circular driveway. The dwelling sits several feet below the level of the adjacent street. Immediately behind the dwelling and±8'below yard grade is a flat bottomed depression extending over the rear of this and several adjacent properties. The area is a narrow ellipse with a long north/south access. The southerly abutter has filled his section of the feature±12" above base grade. USGS shows the feature with an elevation of less than 15'but more than 10'above MSL. It shows no inlet or outlet and is not mapped as wet. Their surficial geological mapping shows the site and the depression as part of the Mashpee pitted Plain deposits(Qmp). Although small wetlands are shown to the northwest and southeast,this feature is not shown as containing marsh,swamp or other wetland deposits,nor is it shown as part of any alluvial feature of old melt water channel. USDA/SCS maps the site and the entire feature as Carver Coarse Sands with moderate to sheep - slopes. These soils are not conducive to wetland formation unless they intersect or nearly intersect(12-18")the water table. FEMA maps both the site and the feature as a C Zone;that is, above the projected 500 yr. event. The Town's Groundwater Contour Map from 1993,the most current map available, shows expected groundwater table to be less than 5'NGVD, in the vicinity of the site. This would be 3- 5'below_the floor of the depression. Vegetative cover confirms available agency mapping; that the depression does not supporta wetland plan community. The dominant tree in the depression(±75%)is Big Toothed An spe (Populus grandidentata).which has an index of FACU-. Other tree layer materials,most of which ring the depression rather than populate it, include: i I P.O.Box 486 508 3750327 3261 Main Street Barnstable,MA 02630 FAX 375 0329 I i 1-27-2001 04:26PM FROM A.M. WILSON ASSOC. TO 4205553 P.03 I Red Oak Quercus rubs FACU Black Oak Quercus vebutina NL Pitch Pine Pinus rigida FACU White Pine Pinus strobes FACU i The shrub layer includes: Bush Honeysuckle Lonicera morowii NL Wild Grape Vitus sp. -- Bullbrier Smilax bona-nox FACU Greenbrier Smilax rotundifolia FAC The groundcover includes: i Sphagnum Moss Sphagnum sp FACW Dewberry Rhubus flagelaris FACU i Goldenrod Solidago sp. . Nursedge Cyperus esculentus FACW Hair Grass Deschampsia sp FACU Switch Grass Panicum virginiana FAC Red Fescue Festuca rubs FACU i Of all the dominant vegetation only one has FACW status. The majority are FACU. Furthjer,no wetland hydrologic indicators were observed; i.e.,stained leaves, drainage channels, drift lines, buttressed roots, etc. It is,therefore,our opinion that the site is not a wetland resource on the basis of plant communities,bordering water bodies,or mapped lands subject to flooding. I i Respectfully submitted, A. M. WILS ASSOCIATES,INC. i i Arlene M. ikon,PWS Principal Environmental Planner I i TOTAL P.03 No. FEE' COMMONWEALTH OF MASSAC14USETTS Board of Health, a,✓Vt APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit.to Construct(wirlpair( ) Upgrade( ) Abandon( ) 0,KMplete System ❑Individual Components Location ` M 14 1 N S I Cu)tlttT Owner's Name /4'U R 6 < vOd o' Map/Parcel# 18 Address Lot# 7 a. Telephone# i Installer's Name �.�, Designer's Name 114 K.���'SUS (fu-,,SUC.7�1"t Address Address !�� ��vS�� �q�S' S /►►!�/ Telephone# Telephone# Type of Building l Lot Size 1 TIE sq.ft. Dwelling-No.of Bedrooms Garbage grindex ( Other-Type of Building No.of persons Showers p O,Cafeteria ( ) Other Fixtures Design Flow (min.required) 330 gpd Calculated design flow 3 3 0 Design flow provided 369 gpd Plan: Date A-a 1-0 1 Number of sheets Revision Date Title s JIC * S-e --ill c- at/9 A,/ Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluat ✓�'<< IMur�T ate of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and ! further agrees to not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date 23 �j�=•_ ,_ _--:�..-;�.-.�; �_ _ -- - No. 7ze( op,- T FEE V'�Y�H.t1 S COMMON LTH OF MASSA'1( HUSETTS Board of Health,__/Jam✓�t 5 �� `'e , CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) UPSmplete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded (.),Abandoned ( ) by: at b41 O S e U U t has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow_7(gpd) Installer Z Id Designer: Yd` P( k-efe t,✓Vej CUaSuctWw nspector: Date: The issuance of this permit shall not be construed_as a guarantee that the system will function as designed. FEE t COMMONWEALTH OF MASSACHUSETTS Board of Health, ✓ S <<-w/e MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct(i--�'Repair( ) Upgrade( Abandon( ) an individual sewage'disposal system at h'1/9 I N ( —�U�'U t—F as described in the application for Disposal System Construction Permit No.-vl--101,dated S Z 3 U Provided: Construction shall be completed within three years of the date of this permit. All local conditions musube met. s: Form 1255 Rev.5/96 A.M.Sulkin a Boston,MA Date Board of Health Nw✓ yea ! BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR s' Number CS 068627 ' Birfhdate._� �, tree: 10/301200 Tr.no: 3754 Restricted Tim 00, 3 BRIAN J CORMICAK _ 297 LINCOLN ST .ar a NORWELL, AAA 0206i Administrator " � HONE IHPROVENENI CONTRACTOR b Re9istration� p512512002 ,� ExPiratio DBA a.- TYPe: ORNICAN CONST C x CONST CORNICAN �� LINCOIN ST p2061 . � NA. - I I Nor , !) �819ti j tfo, Fo-eet A. Dmiolo, Jr. end Madeline B. nrmiela, husbrald and wife, tenants by the entirety, both of Bnrnot,blo (Cotu!t), Barnstable County, Dlassachucetts, ggg 4clno Vmtarried,for ooneiderition paid,grant to Martin Conroy rand Maura Conroy, husband and 1 trifo, both of 14 Brookoire Park, Milt=, Mass. an tenants by the entirety and not ao tenants in common, , with 4WItIdtnl teuttinato ; tMer�tmtLi� d cortria p-re•l of land, topother with the buildin;-s thereon, situated On the went We of,,Mp..'.tn Street, pl,00 Called Ruohy Well Rood, in Barnstable (Cotuit), BmraotableLtCo,nty, *Lasachuoetts, and bowided end described as fol- lows: lisginn'_od, at ra cement bound on the West side of Main Street,, also 0010d XuQhy Wrrch Road, at the Southwest corner of the promises !Torok eon- vcyed o_zd the so,atbeaot corner of i&misod'note or formerly of Amolin G. Sears, W Ahowm an a plrn antitlod "?Ian of Land in Barnstable (Cotult) as sec-voyod for Vote V. Siven'; dated April 1, 1440, drawn by Newoll B. Snow, V-ftG_ 'eoi; &uveaerdo Bay, Naoo.,- which said Ylnn is duly rocordod in Barnots%ble County Beg toter of Doode in flan Book 0. rage 7.- theneo iT 63-2340 W b:- 1 V nom or formerly of said Oonro',14.. �3g6," foot; �• to & dement braid; thence B tWt-2?40 V by land formerly of one Fkuilcy- - 12.50 fact; to . commit bo+md; thence 0•onttnuine ti the srmo dirortiob to s point in the lino betwleon 1^nd now or formerly of Millis T. Nickerson and the granted preminoo, a diatgnco of abour 5.6 foot; thenoo 8 57••0h-55& by Bicksraon L.ad about about 144.00 foot, to a cemont baun2;itfCsaliESF£d8 thence 8 7a-0'+-05 by paid Nickoroon 1-d - - - - - 173.00 foot, to a cement ?s, d on the West eido of a.id Bain Street, Use called koohy Mwah Rand, and at the Southeast corner of the gr rated promi000; thence 5 23-01-05 W by a-id Mein Strout, earn called Ruohy Marsh Aosd, 80.00 foot to the point of beginning. &A4 praaisca are nanMlod cub,jeot to &ding raid boilcling by-laws of the Town of Urnotmblo , end to g%wh iatoroot an may possibly remain in one Abby Divan, for:to-11, oa o"1d Cot lt, and her therein Domed children, es cat forth in a dead from taaid Divan to one tfa-roe, in re said Div•n and her aamed children having a rigit of paaonap by fiat over a otrih of the grantees' 1and, " more aapecifically not forth 4n dosd from Br-�atforf F. Daniels to the grantors heroin dated Jen. 27, 1967. n54 recorded with &.raatr?lo Doodo in Bk. 135%, p. 60. For gr zt-ra' title sea doed from said Bradford F. Daniels to Forrest A. iJcniolo ' et US drtea Jna. :6, .pit'. rnd recorded with Brrnat:ablo Doada. $k. 1357, p- 80. i c> I t 4i •M ddi� 7 A• rr,Tonl4�fidiriii�`�dr�"o�llPrT�6'�31SFi4Ti&ii'r�T•Sdrtl+e��oWr^ITArA'di >vtli 0111106 our Lando And soul® tbis 27th day of blot' 1D69 �. ?�IIe�Qommonwelaiih o�iichu�l;tf� Bcmatablo 8s, May 27, 1969 '1•hon porsonally appoarod tho Above nomad Forrest A. Denials, Jr, +1 and nokaowledgod thu forogoing ins4rumunt to bo his 01 f-o Inot and dead,boforo Q^,Al0:0 Very 1ec.- �- wNi}+JlAriwr+ °- " r•, illy eunuriiasiml expires (PaG4 9 1g,' N i 1t t •�. '� 'ou^ EATRUE PW OCT 3. 1969 AtKtWWU n> �= i A v i BARNSTABLE COUNTY REGISTRY OF DEEDS JOHN F. MEADE, REGISTER RG425RP: LAND RECORDS COPY REQUEST Delivery: Pickup Dated: 5-23-2001 @ 10 :42 :21 Wkstn: IX060 Req by: C Local Trans #: 87444 ------------------------------------------------------------------------------- Inst#: 10-03-1969 18192 in Book: 1451 Page: 204 Pages requested: *All # of pages printed: 2 Fee: 1 .50 ------------------------------------------------------------------------------ Customer will pick up ------------------------------------------------------------------------------ This document is referred to by the following documents: Book-Page Date Type Description 4459 66 03-21-1985 R/L 1451/204 ------------------------------------------------------------------------------ acoR . CERTIFICATE OF LIABILITY INSURANCk DATE(MM/DD/YY) ID JB ORMI-1 05/24/01 PRQDUCEr=;.;: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Ar}dr�w G. Gordon, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 680 Main Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR PO Box 299 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Norwell MA 02061 Phone: 781-659-2262 Fax:781-659-4725 INSURERS AFFORDING COVERAGE INSURED INSURER A: AIM Mutual Ins. co. INSURER B: Hingham Mutual Fire Ins. Co. Cormican Construction Co. Brian Cormican INSURER C: 297 Lincoln Street INSURERD: Norwell MA 02061 INSURER E:. COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I INSR LTR TYPE OF INSURANCE POLICY NUMBER P LICY EFFECTIVE POLICY EXPIRATION DATE MMIDDIYY DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 B COMMERCIAL GENERAL LIABILITY ART9702122 " FIRE DAMAGE(Any one fire) $50000 CLAIMS MADE OCCUR MED EXP(Any one person) $ 1000 FX Business Owners 08/19/00 08/19/01 PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG s2000000 POLICY PRO- " JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS # (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO ' OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE I $ OCCUR CLAIMS MADE AGGREGATE g. DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND w LIMITS ER A EMPLOYERS'LIABILITY AWC7006358012000 09/14/00 09/14/01 E.L.EACH ACCIDENT $ 100000 E.L.DISEASE-EA EMPLOYEE $100000 E.L.DISEASE-POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER N ADDITIONAL INSURED;INSURER LETTER: CANCELLATION BARNSTA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENNIMPIZIMM MAIL 10 DAYS WRITTEN r Town of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE`TO DO SO SHALL 367 Main $t IMPOSE NO OBLIGATION Oft LIABILITY OF ANY KIND UP HE INSURER,ITS AGENTS OR Hyannis MA 02601 REPRESENTATIVES. 1�a114 House -ou ACORD 25-S(7197) OACORD CORPORATION 1988 I IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. t ACORD 25-S(7/97) At RD CERTIFICATE OF LIABILITY INSURANCkID JB DATE(MM/DD/YY) ORMI-1 05/24/01 PRODUCERy•" THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Andfew" G. Gordon, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 680 Main Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR PO Box 299 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Norwell MA 02061 Phone: 7'81-659-2262 Fax:781-659-4725 INSURERS AFFORDING COVERAGE . INSURED INSURERA: AIM Mutual Ins. co. Cormican Construction Co. INSURER B: Hingham Mutual Fire Ins. Co. Brian Cormican INSURER C: 297 Lincoln Street INSURERD: Norwell MA 02061 INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRA IT ON LTR DATE MM/DD/YY DATE MM/DD/YY LIMITS - GENERAL LIABILITY EACH OCCURRENCE $ 1000000 B COMMERCIAL GENERAL LIABILITY ART9702122 FIRE DAMAGE(Any one fire) $ 50000 CLAIMS MADE OCCUR MED EXP(Any one person) $ 1000 X Business Owners 08/19/00 08/19/01 PERSONAL SADVINJURY $ 1000000 GENERAL AGGREGATE $2000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG s2000000 POLICY PRO LOC JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALC OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE ' $ RETENTION $ $ WORKERS COMPENSATION AND ATU EMPLOYERS'LIABILITY ✓" ��_ TORY LIMITS ER A AWC7006358012000 09/14/00 09/14/01,/E.L.EACHACCIDENT $ 100000 E.L.DISEASE-EA EMPLOYEE $ 100000 E.L.DISEASE-POLICY LIMIT $500000 OTHER 1 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER N ADDITIONAL INSURED;INSURER LETTER: CANCELLATION ` BARNSTA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL EXXIMPIZIMM MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Town of Barnstable IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 367 Main St Hyannis MA 02601 . REPRESENTATIVE I House Accc�u; t . ACORD 25-S(7/97) .1 bit--ORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. r ACORD 25-S(7/97) , F j. 1 IZ 1 ww/M Pp US-• 1 � OIANCM! M1.AU'v'T1N 1 O M PLAN OR LAND IN 1 BARN3TABLE (COTUIT) eMARLaa oMaIL _ I>~� A9 „SIlRVRYCD POR ABBIE N. DIVEPI. 1�1 ARIL 114a lcALr,DO FtcT TORN R.oI - _ NCWZLL al.,NOS/, F 1 t 1 MAaAwM V.T. M•.► ' Aed! N. orveN (.ORP2RLv "BMW. W4 11 1 1 ARTMVR CMAa•OT ; 1 - 1 1 I r f WAY L., .. - 1�.. w e•ae•a nw I+nNvGL aAaw cavelLLoe !! ROM was ue,9000E t NKR6R{0w)�.•. 11. J 1 GGORa•.E W NICKER— . MARY.•NICKGRbON 1 1 r.ac•s.•:e:a.� - AOOIG N. C1VGN O I{CRR!L G Eula re eAROurta Keitevd . eORMGRLT AS04 W.NCKGRaON) O ("wpm OoEt6 T wKKIR]Ow� C CHARY, O'NeR. - + . gip l , Row 1 A6501L N. DIVEN ' _ - !�w .. ♦{7•M')O'..t .51J+ (Ioew.r•• AabG V.rur{RaO.•�. �-}. I 1 •� �3 a1 y 1 ;c o ' er < C 9.w �� tl �y q •` p I WILLIAM H MITGHGIL ili ►e,nu.r PRN+r, K ORCUTT 1 V � • S 1 0 � oir 1 1 3�. M ... Ala•{�'e{V .e.. pia•e0'1a•K RUSHY MARSH ROAD - c *TM WAv h3 , Property Location: 1311 MAIN STREET(COTUIT) MAP ID: 018/072/// Vision ID: 587 Other ID: Bldg#: 1 Card 1 of 1 Print Date:05/23/2001 vww T� ""'B""N'S" t-UNnVY,IVIAUKAe ow ree u is a ei Paved Description Code Appralsea Value Assessed Value as RES_0�� 200,000 _209,_00 80 1 1355 CANTON AVE 6 'eptic RESIDNTL 010 56,500 56,500 MILTON,MA 02186 Barnstable 2001,MA rax Dist. 200 Land Ct# Per.Prop. #SR Life Estate #DL I Notes: VISION, #DL 2 GIS ID: Totall 256,5001 4up' vqq If/ 2 Ri l t-VINIEVY,MAUKA 1451/204 "Yr. Code Assessed value Yr. code i ssessed value Yr. Code 2110 1010 119,700 1999 101U 119700 1998 1U10 20001010 45,4001999 1010 45,,4001998 1010 45,400 1o1aT.____-----T65'10U Total. 7ata. 165,100 This signature acknowledges a visit py a Data uotlector or ssessor Year ypelDescription Amount C;oae Description Number Amount Gomm.-Int. -A F Q Appraised Bldg.Value(Card) 54,200 Appraised XF(B)Value(Bldg) 2,300 Appraised OB(L)Value(Bldg) 0 lotaki Appraised Land Value(Bldg) 200,000 'm& 4, A EA ,7?W `2,10 ]W , S pe cial Land Value Total Appraised Card Value 2569500 Total Appraised Parcel Value 2569500 Valuation Method: Cost/Market Valuation �et'fotal Appraised Parcel Value 256,500 : U,L'VINU wi Yj _5 ermitissue Date lype Description -Amount Insp.Date %Gomp. Date Comp. Comments Date _1D Gd. FurposelResult Meas/Listed v W�WAWTJ WN P&A,114jiv MA RAM We Code Description one D lFrontage Depth I Units Unit Price L Factor actor otes- an value I lulu Single—T—am RF 2 0.6U AU 133,00UM 1.00 5 1 ISFUL(.6U,UIU)Notes:10 IBLDU 333,332.50 20U,009 I otal Cara an Units 0.60 AQ I Total an Valuel zuuguuu I Property Location: 1311 MAIN STREET(COTUIT) MAP ID: 018/072/// Vision ID:587 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 05/23/2001 s a. . .r ..., .. . ElementNl Description Commercial Data Llements Style/Type 0 RanchElementDescription Model 01 Residential Heat Grade + Below Average Frame Type Baths/Plumbing MT Stories 1 Story Occupancy 0Ceiling/Wall ic 1 ooms/Prtns Exterior Wall 1 5 inyl Siding /o Common Wall 16 8 2 Wall Height Roof Structure 3 able/Hip Roof Cover 3 sph/F Gls/Cmp nterior Wall 1 5 Drywall 2 Element Gode Description Factor Interior Floor 1 14 arpet Complex 2 Floor Adj nit Location BAS eating Fuel 3 as 8 BMT 3 Heating Type 4 of Air umber of Units C Type 1 None Number of Levels /o Ownership Bedrooms 2 Bedrooms Bathrooms 1 1 Bathroom x . ` 10 1Full d na � v j. ase e Total Rooms 5 5 Rooms Size Adj.Factor 1.19861 .8 Grade(Q)Index .82 23 Bath Type Adj.Base Rate 58.97 Kitchen Style Bldg.Value New 72,297 FE Year Built 1940 6 4 ff.Year Built A)1975 rml Physcl Dep 5 uncnl Obslnc con Obslnc �, ,, I .: pecl.Cond._Code Code R Description Percentage peel Cond% mg a am Overall%Cond. 5 eprec.Bldg Value 4,200 f z ; Ely ... ? eRMA .,, �. •;,„� ._,#r.. ,a %vz :�.?,�,.. ... .. ?� a:: ./fir Code Description LIB Units Unit Price Yr. Dp Rt o n' d _ pr. Value prep ace -30 Go de Description LiVingArea (ross rea rea unit Gost undeprec. Value Ffir-sTTToor BMT Basement Area 0 994 199 11.81 11,735 FEP Enclosed Porch 0 24 17 41.77 1,002 WDK Wood Deck 0 160 16 5.90 944 'illk t. UrossLivILease Area 994 1,2261 Bldg—FaV 05/23/2001 09:54 781331281.1 WALTER A MCKINNBN AS PAGE 01 .• , �.. ........ ........... I,jAScheck COMPLIANCE REPORT ! Massachusetts Energy Code ! Fermit # t MAScheck Software Version 2.01 Release 3 1 � ! r_ne�,ked by Date ! TIT '.: CONROY RESIDENCE cTTY: Barnstable :,TATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached RFRTING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-23-2001 DATE OF PLANS: 3/21/01 PROJECT INFORMATION: NEW 34x26 COLONIAL CONROY RF5TPENCE 1311 MAIN ST CO'S'U.T, MA COMPANY INFoRMA,TION: HITCHCOCK DESIGNS SCITUAT.E MA (781) 799-0556 COMPLIANCE: Passes Maxirr= TJA = 313. Your Home = 310 Area. or. Cavity Cont. Glazing/Door Paximeter R-Value R�-Value U-Valle IJA CETL",'.RIGS 964 30.0 0.0 i0 WALL;: Wood Frame, ;,1.6°' O.C. 1706 13.0 0.0 140 GLAZING: Windows. or Doors 246 0.350 46 DOORS 38 0.350 13 FLOORS: Over Unconditioned Space 864 19.0 0.0. 41' T T Y r-_ ______ COMPLIANCE STATEMENT: The proposed building designdescri-lbedhere is consµstent 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 baild ng, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions founts in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than. 125� of the design load as specified in Sections 730rMR 1310 and J4.4. Builder/Designer` ^�m� M � Date 05/23/C1 1 t:00 (701)331-5898 (781)331-2511 Wafter A.McKinnon Associates:Richard via COMMUNICATE!Engine Q 204 r M i 1iAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # Md�rhar.L Sn't:warP Van=:i nn ? (1' KP.I Paco '� � � Checked by/Date TITLE: CONROY RESIDENCE CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family. Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 5-23-2001 DATE OF PLANS: 3/21/01 PROJECT INFORMATION: NEV 34x26 COLONIAL CONROY RESIDENCE 1311 MAIN ST COTUIT, MA COMPANY INFORMATION: HITCHCOCK DESIGNS SCITUATE, MA (731) 799-0556 COMPLIANCE: Passes Maximum UA = 311 Your Home = 310 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 864 30. 0 0. 0 30 WALLS: Wood Frame, 16" O.C. 1706 13. 0 0.0 140 GLAZING: Windows or Doors 246 0.350 86 DOORS 38 0. 350 13 FLOORS: Over Unconditioned Space 864 19. 0 0. 0 41 -------------------------------------------------•--------------------- 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 determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than. 12S% of the design load as specified in Sections 730CMR 1310 and J4. 4. Builder/Designer Date 05/23/2001 09:54 7813312811 WALTER A MCKINNON AS. PAGE 02 TITLE: CONROY RESIDENCE MAScheck INSPECTION CHECKLIST Ma3sachusett5 Energy rode KAScheCk Software versyon 2.01 Release 3 DATE: 5-23-2001 Bldg, ) Dept. i Use I CEILINGS: ! Comments/Locationw— I I WALLS: t l I 1 . Wood Frame, 16" O.C. , R-13 I Comments/Lcca2ion� .-,,,�.... l I W7NDOWS AND GLASS .MOORS: J 1 1. tJ-value: 0.35 For windows without labeled U-values, describe features: i # Panes Frame Type_ Th.ermal Break? [ ] Yes C } No I Commments/Location_..... _���_.. I DOORS: ] 1. U-value: 0.35 1 comments/I.Ucation� w„��,. _ ,. w F7 t30R5: G ( ] 1. Over Unconditioned Space, R-19 i Comments/Location I AIR LEAKAGE: J I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must L'e sealed. When I installed in the build.inzg envelope, recessed lighting fixtures I shall meet one of the following requirements: 1 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. 1 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling Cavity. The lighting ,fiixture shall have been tested at 75 FA or 1.57 lbs/ft2 pressure I difference a:nd shall be labeled. I VAPOR RETARDER; Required or, the warm-in-winter side of all non-vented framed ( ceilings, walls, and floors. I MATERIAL;; IDENTIFICATION: [ l i Materials and equipment must be identified so that compliance can i be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water healing equipment must be I provided. Insulation R-values and glazing U-values must be clearly I marked on the buiiding plans or specifications. ( I DUCT IN�;U AT I ON: i 05/23/2001 09:54 7813312811 �JA�TER A MCKINtION A5 PAGE 03 [ J ! Ducts shall be insulated per Table J4.4.7.1 . I I DUCT CONSTRUCTTON: j I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I 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 j permitted. The 14VAC system must provide a means for balancing ( air and water systems. I I TEMPERA')TJRE CONTROLS: [ 1 } Thermostats are required for each separate HVAC system. A manual i or automatic means to partially restrict or shut off the heating and/or c.00linS input to each zone or floor shall be provided. I I .HIJAC EL)UIPMENT SIZING;; > ] ! Rated output Capacity of the heating/cooling system is I not greater than 125% of the design load as specified 1 in Sections 780CMR 1310 and 04.4. i wIMMING POOLS: [ 1 1 All treated swj,xming pools must have are on/off heater switc:a and 1 require a cover unless over 20� of the heating energy is from 1 non-dep.let.able sources. Pool pu•aps require, a time clock. I I H'JA�', PIPING INSULATION: ( ) ! HVAC piping conveying Fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.)' : I PIPE S3:ZF3 (in. ) I HEATING SYSTEMS: TE:M.F 1'r-) 2" RUNGUTS 0-1" 1.25-2" 2.5-4" 1 Low pressureltemp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1 .5 ! Steam condensate any 1.0 1.0 1.5 2.0 1 0007,•:ING Sk'3I'EMS Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant :below 40 1.0 1 .0 1...5 1,.5 I { CIRCULATING HOT WATER SYSTEMS: ( ) Insulate C11cuiati:ng hot water pipes to the following levels (in, ) : I I PIPE SIZES (in.) NCN-CIRrtJLA IIJ( I CIRCULATING MAINS & RUNIOUTS I HEATED WATER TEMP (F) : R.UNOUTS 0-1" 1 0-1 .25" 1,5-2.0" 2.0+" 1 170-180 0.5 1 1.0 1.5 1.0 -----NOTES Tp FZEi11 (Building Department Ilse On1.y) ------- ------ . ------- 05/23/2001 13:25 7813312811 WALTER A MCKINNON A5 PAGE 01 WALTER A. IU KINNON ASSOCIATES 278 Washington Street• Weymouth, MA 02188 781.331.5898 FAX: .781►331.2811 DATE: a PROJECT v _� ✓ 1 Nr I ,/ � f. PROJECT NAME.- TO: NAME: COMPANY: FAX NUMBER: FROM: NAME: Number of pages being transmitted including this cover sheet: r 05/23/2001 13:25 7813312811 WALTER A MCKINNON AS PAGE 02 I i MASchec,k C0N.PLIANCE REPORT I Massachusetts Energy Code I Permit # I MA,Scheck Software Version 2.01 FRelease 3 1 I i I Ck;e!-kisd��b�i Date I I i TITLE. C:Qtdi:OY RESIDENCE -�— CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: ether (Non-Electric Resistance) DATE: 5-23-2Q01 DATE OF PLANS: 3/21/01 PROJECT INFORMATION: NEW 34x26 COLONIAL CONROY RESIDENCE 1311 MAIN ST COTIGIT, MA COMPANY INFCRMATION: RITCHCOCK DESIGNS SCITUATE, MA 731) 799-Q556 COMPLIANCE: Fasses Maximum UA = 311 Your Honi.e = 310 Area or Cavity Cont. Glazing/Door Peiimerer R-Value R-VajU e U-Value CIA - { - � j ------ -- --_-�.�.,� '_ CEILINGS 854 300� 0. ..WALLS: Wood Frame, l(" O,C, 1705 7.3.0 0.0 .1,40 GIA""ING: windows or Doors 246 0.350 95 DOORS 33 0.350 13 FLOORS: Over i;ncc)rkditioned space k364 19.01 0.0 Al -------------------._------------------------ COMPLIANCE STATEMENT; The proposed building design described here i.s 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 determined using, the applicable Standard. Design Conditions found in the Code. The IHVAC equipment selected to heat or cool the building shall be no greater tban 12.5W of the design load as specified .in Sections 780CMR 1310 and L'14.4. Builder,/Designer Date 05/23/2001 13:25 7813312811 WALTER A MC,KINNON A5 PAGE 04 t ; I Ducts shall be insulated per Table J4.9.7.1. I DUCT CONSTRUCTION: ( ! ! All accessible joints, seL=ins, and ,.onnections of supply and retcirn I ductwork located outside conditioned space, including stud bays or j 'joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMp.EPATURE CONTR:�LS ( Thermostats are required for each separate RVAC system... A manual 1 or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall: be. provided. I HVAC ELz;IPMENT SIZING: (. ? I Rated outpur capacity of t.lce heating/cooling system is I not greater than 125% of the design loan as specified I in Sections 78OCKR 1310 and J4.4. I SWIMMING FOOLS; 1 i All heated swiiruaing pools must have an on/off heater switch aril require a cover unless over 20t of tree heating energy is from i non-depletable sources. Pool pumps require a time clock.. I I RVAC FIFING 114SUL.r1TION; I HVAC piping ccaveying flui4s above 1.20 F or r_h--.:lled fluids I below 55 F must be insulated to the following levels (in.) : 1 I FIFE SIZES (in. i HEATIX(' vYSTLMS: TEMP (F 2" RUNOUTS 0-1" 1.25-2" 2 5-4" i Low pressure/temp. 20:1-2;50 1.C) i 5 1,5 :2,0 I Low temperature 12ii-2U0 C.5 1 .0 I Steam condensate any 1.0 1.0 1.5 2,0 S�S.'EMS: I ChAlled water or qC)-55 0.5 0.5 0.75 1 .0 refrigerant lie.low 40 1.0 1 ,0 1..S 1. 5 I I C:IRCULA'TING HOT WATER SY54'EMS: i i 1 insulate circulating hot water pipes to the .following levels (in, ) ; I Pr PE SIZES (in. ) I N)N-C'7.FtCULATIVG j CIP.C;ULJjTT..NC: I�0,TN5 & RLRdOUTS HEATED WATER TEMP (i;) : RUNODUTS 0-1" j 0-1 .25" 1.5-2.0" 2.0+1' ' 17!}-150 0.5 I l..U 1.5 2 .c I 14o-160 1 .5 IQ0-130 0.5 0.`_ 1 ,0 ----NOTES TO FIELD (Building Department Use only)-----•------------ ------ 05/23/2001 13:25 7813312611 WALTER A MCKINNON AS PAGE 03 TITLE: CONRCY RESIDEVCIF MA5 I'll k IN FECTION CHECKLIST Massachusetts Energy MASchp-(A Software Vpr,Ei,:)n 2.01 Relea,,,G 3 DATE: 5-23-2C01 Bldg. } Dept I CEILINGS: r 1. R-30 Cora me n t 3/'Loca.t icDn WALLS: 1 . Wood Frame, 16" R-13 Comments/Location I WINDIOWS ZUID GIASS DOORS: For windows wit:iout labeled U-values, dlp,,cril?e features: # Panes Frame Thermal Break? 'ie5 No comment -ation DQQR5; 1. Tj-value- 0.35 Comments/Location I FLOORS: 1 1. Over Unconditi;-jnetj Comments/Location AIR LEAKAGE-. Joints, penetrati.oris, and all other such openings j.,j the c,uildinq envelope that are sources of air 1.eaYage must be sealed. When I installed in the buildirig envelope, recessed lighting fixtures I shall meet one of the following requirements: 1 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity an(i sealed or I gasketed to prevent air leakage Into the uncoadliti.oned space. 1 2. Type IC rated, in acccrdance With Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air moveme-,;,t from the the I conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 i.55/ft2 pressure difference and shall be labeied. 1 VAPOR RETAF.DFR: I I I Required oil the warm-in-winter Sid(- Of all non-vente�j Framed I ceilings, walls, and floors, MATZRIA.,S IDENTIFICATION: Materials and equipment must be. identified sc that compliance can be determined. Manufacturer manuals for all installed heating 1 and cooling equipment and service water heatinq equipment must be I provided. Insulation R­values and glazing 13-values, must '.r-)e Clearly marked on the building plans or speclfi.cations. DUCT INSTJLATION; The Commonwealth of Massachusetts - _- Department of Industrial Accidents ' Office 011OY9599811019S 600 Washington Street lad Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit i name: ` A�J Y�I�� location. L3 ( `rY?pg. S% CIO T7�r f city �r4a��w�� � phone# 76a�—�� I-J f�p ❑ I am a homeowner performing all work myself. w ❑ I am a sole rietor and have no one worki>1 in anv ca acity I am an em Toyer providing workers' compensation for my employees working on this job. .: .::.::.:::::.::..:.::: O. .. .::. .:..:.. P comnanv name �tldress � ....... x1a QtYs..: Q hone •:: assurance co.:::; ;ftroprietor ❑ I am a sol eneral contracto r homeowner(circle one)and have hired the contractors listed below who have the following workers compensation polices: coon sn .name.. address. .... Q tun :::::::............................... :................................................... ><<. :> :.;:.: ou c snv:rame address, ne clX. :::::::.:.......... ....... ...................... Or asurancc coy::: gaHnte to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a Hue up to SI,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is tnw and coned Date Signature Print name art a Phone# _M1 official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other Ormed 9195 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. • 7� Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and su 1 ' co an names, address and phone numbers along with a certificate of insurance as all affidavits may be pp Y mP Y 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. City or Towns 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. The affidavits may be returned io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents - Office of Investigations 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 ESTINA TED PROJECT COST WORK-S EET LIVING SPACE Value (high end construction) square feet X$115/sq. foot= (above average construction) j square feet X$96/sq. foot=� J(DLt -R (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH 0 square feet X$20/sq. foot= ��`�0 0 DECK IZ square feet X$15/sq. foot= 0 0 OTHER square feet X$??/sq. foot= Total Estimated Project Value 5 S 31 7 0 r� LICENSE OR PERMIT BOND Travelers Casualty and Surety Company of America Hartford, CT 06183 Bond No. 006 S 103632080 BCM KNOW ALL MEN BY THESE PRESENTS: That we, Cormican Construction Co. as Principal, and Travelers Casualty and Surety Company of America, a corporation organized under the laws of the State of CT with its principal office in the City of Hartford, CT 06183 , as Surety, are held and firmly bound unto Town of Barnstable, MA as Obligee, in the full penal sum of Fifteen Thousand and 00/100 ($15 0, 00.00) Dollars, lawful money of the United States, for the payment of which,well and truly to be made, we-bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. WHEREAS, the above bounden Principal has obtained or is about to obtain from the said Obligee a license or permit for Road Bond and the term of said license or permit is as indicated opposite the block checked below: ❑Beginning and ending .®Continuous, beginning May 23, 2001. WHEREAS, the Principal is required b law to file with Town of Barnstable MA P q Y a bond for the above indicated term and conditioned as hereinafter set forth. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounded Principal as such licensee or permitee shall indemnify said Obligee against all loss, costs, expenses or damage to it caused by said Principal's non-compliance with or breach of any laws, statutes, ordinances, rules or regulations pertaining to such license or permit issued to the Principal, which said breach or non-compliance shall occur during the term of this bond, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, that if this bond is for a fixed term, it maybe continued by Certificate executed by the Surety hereon; and PROVIDED FURTHER, that regardless of the number of years this bond shall continue or be continued in force and of the number of premiums that shall be payable or paid, the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the amount of this bond, and PROVIDED FURTHER, that if the Surety shall so elect, this bond may be cancelled by the Surety as to subsequent liability by giving thirty (30) days notice in writing to said Obligee. Cormican Construction Co. Signed, sealed and dated as of May23, 2001 Traveler Casualty and Surety Company of America By S A&n Kristin L Marshall , Attorney-in-Fact S-2133.273 ED f a t.. TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA W TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford,Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these presents make, constitute and appoint: Scott R. Gill, Daniel T. Boermeester, Steven E. Grippo, Helen B. Honan, Brian M. Rossi, Kristin L. Marshall, Diane M. Vardaro, Eric M. Wahlstrom, Patricia A. Wood, Thomas E. Young, Michael F. Zurcher, Kerry A. Pepin, Jeanne M. Cox, Richard A. Lund, Kathleen Cochran, Karen Nigrelli, Katherine K. Zalios, Gregory M. Lyon,Michael P. O' Brien, Linda J. Hodgdon, Beth Verrill, Susanne D. Ochsenbein, of Quincy,Massachusetts/ Portland, Maine, , their true and lawful Attomey(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given,are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: <=E VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds,recognizances,contracts of indemnity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman,the President,any Vice Chairman,any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when(a)signed by the President,any Vice Chairman,any Executive Vice President,any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary,or(b)duly executed(under seal,if required)by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11-00 Standard) IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 9th day of January 2001. STATE OF CONNECTICUT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY }SS. Hartford FARMINGTON CASUALTY COMPANY COUNTY OF HARTFORD ,0,nr4r„„,, ��0051r�C 'J'-[V ANps G►,Sfl,r)�"� A. I ''�ARTFORD 1� a HARTFORD,G C~1�']y 8 2 o By CONN. f� y CONN. �`c' c �a; George W. Thompson ' Senior Vice President � On this 9th dayof January, 2001 before me personally came GEORGE W. THOMPSON to me known who being me duly �Y, P Y g by Y sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. My commission expires June 30, 2001 Notary Public Marie C.Tetreault CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,stock corporations of the State bf Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force.Signed and Sealed at the Home Office of the Company,in the City of Hartford, State of Connecticut. Dated this 9,3rr/day of 2001. NyxnmWnrnyi �CVY AAI $ y�,pOSlWff�c� '�r ps9 �+ y u Lm Off • t _ � J�K ,v�-- $ 'HAW)F , �R a HARTFORD, < �7' sl 9 8 2� O By CONN. a; b . ,a� Kori M. Johanson ' j,.�� 61 �a� `y • �`' Assistant Secretary, Bond r GENERAL PROJECT REQUIREMENTS AND NOTES, 1. Contractor shall comply with all requirements of the One and Two'Famtly Dwelling Code of the 1-Iassad'wetts State Build Code('180 CMR)latest edition and with l _ _ a �$�9C Hie 1bh p�elisa®� requirements of the local Building Gommiesroner. _ aT.a }., 2. Contractor shall com I with the Energ Conservation Requirements for New r' IQWn()�Barnstable Construction. Low Rise Residential Buildings,in accordance with Massachusetts BOX 53`t ✓ *�y f� State Building Code Chapter 13 and Appendix J. POD DCOC e x b P.T. Hyannis,MassachUseb 0260 ns 3. Contractor is responsible for securing required approval&from applicable n /508 775-3344 /g .a Boards/Commissions,Planning Board,Board of Health,Sewer Commission, < Fax` ) 790_6265IZ� 'Conservation Commisslon/DEP,Fire Department,Hlghway Department 508 . Phone( ) 4. Contractor shall comply with local zoning by-laws and all restrictive covenants L ' ae applicable. 5. The contractor shall verlfy all dimensions and conditions at the site and report _ a D L any discrepancies to the Architectural Designer prior to ordering material and O .proceeding with construction = DA, fV 6. Plumbing syetem and gas requirements shall comply with the Plumbing and Gas /1 Code(218 CMR)latest edition, 9 o t island 0I - I 6, 1, Mechanical systems shall comply with Section 36 of the Massachusetts State � i KrrCHMI cum Building Code(180 CMR)latest edltlon. p L MVTh-L t moo• 0 8. Electrical wiring and equipment shall comply with Maeea_chueetts Electrical Code ' (521 CMR 12)latest edition , 9 Product designations,strength of materials,grading standards,manufacturers names,model number,etc,Meted In these specifications are Intended to establish tro°n°'ax' s»ws• co. minimum quallty and design standards for this project °1000 �j► 10. All sections,details,notes,methods or materials shown and/or noted on the plane,sections or elevations shall apply to all other similar locations unless I otherwise noted. s . .. m HALL ♦ DMND ROp1 11. Structural drawings shall be used In conjunction with architectural drawings and WOOD i WOOD epeclficatlons. � _ _ . _ . .� 12. These shall be no changes that affect the aesthetics of the design without the J prior written conem,t,of the Architectural Designer. _ m 13. Written dimensions shall have precedence over scaled dimensions. Scaling plane . y for the exact dimension& is not recommendeGl. • g _ W. If shop drawings are required for any building component,they shall ba submitted to the Architectural Designer for review prior to fabrication - 15. These drawings are the property of Hitchcock Designs and are protected under the copyright laws of the United States. 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ALL BLOCKING NG CONDITIONS CENTER SPANS -TAG RR CELNG -"DOABLE BOX _ BEAM 2-W TOP r CEILING TO BE STRAFPED - 2x4 SPACERS AND✓1►•PLY - UV Oa3'U•IS'or-1 h•GYP BOA 4 W4LL COtBTRACTION EACH FACE - - - - 2x4ti•16'04 UV 311' RB NMIL 4 GYP.BOAR � Q EXT.t0 PAVE Ivwx PL • , ':.: o. •; ,.. ; ... � dui O I MN.it-is NBIL", 9Iy 8.*1 oa U MN R-8 - 9I4 TV. Y BA0 FLOOR r RR 6TP 4D _ OIST GLIED 1 LED•W'of -_ OR RN STRAND ' WALL CONBTRIXTIO1 _ __ bB'.P1.16'.or. USE k'A LAGGS THRA POSTS •WA1K CUT BABQ�ft - - (2)2x6 P.T SIU.S UV F.T. 1 DOABLE BAND JOIST 94's•16'oc,UV SVi- - - f ALL L ADDEA I SILL SEALER LAGGED UY It,a BOLTS 4x4 P.T.POST . R-B MIL IO GYP.BOAR. - •ALL LOAOBEARNG CGCITGNS • EXt.TO HAVE y'CDX PLY a` l3)R1xSh 1VL SOLID BLOCKING •24'of BtAYEi� -UY SB'B�SOmt E USE H .. UY TYVEC OR EGYIL F14W GUiT - GAITER SPANS 2-9'6 TO 4 BELOW GRADE il'P 8 y MN - ��7x6 P.T SILLS Wl _ . COAIL LLY CCL I 1{6A6NC �NX' s.} .• Fa I .I E ,u.°� .M SILL SEALER ; W ANCHOR BMTS 2-s.TO ' ' 4'COIL BLAB IW 6x6 URN 09 21/01 . - - PRnOilllC,TO FJCTERfOR C N 6•CO'PACIED . !F FOl►a3ATI0N }�6y ElLL BOTT .. CONL2X4 IM'MW Y REV41DW FM. . ORAN•FERIPETER 1 %Tre SHEET NO uY GRAVEL 2•s'6 TOCBOT. TICA=A A S erJu.E,3fB•.r-m• — -- GCIIfl1110U6 RIDGE VBlT a � ': c ., c. .,ar •.r �p08 RIDGE BANID �= A®COLLAR 1E8•N•OL 2 k � a ROOF CO1161RLCTION boo boo16•QL.QV ;' ys "xI` - �:.* ,� , V)CDX PLY"AT•4 't} SS PELT PAPER 1115• r •-! 2 � � � ) � ^:�-. 's' F�: � 4 '� };,fi � �� �, F �.p. yp GO.ABRNL s e u' Q 7 b x s. MN R-30 NBU AIiON IA PLr z n MOl R•30 Pa"TI0N '- St8 FLOOR U r , y, DOUBLE TOP PLATErA :.. , Q " b8PAGM 4 GORTT n n {6f CQ1L T.1gAR GC1RM k VEWM 4 METAL DW EDGE Cr:4NG TO BE STRAPPED DOIW ,^>? x r y r tW 60'►•63'oG 4 y GYP BOARD y z - ICE/WATER SD- .:_ 3 PLAY S•R.00R 9�S i + cL=,. .. _ 28 RAFTERS•*1 co. 4 UY V1 CDX PLY a-F&T •1B YR A&%KT ROCF OOIBLE flG F R CE�S43. v, } BEAM 1-28 TOP - - 20$PALM AND 4V PLY - CEILNG TO BE STRAPPED DOUN UY 63 N*1 oG 4 Ty GYP BOARD .. EAOHFADE UW I CONSTRICTK74 MBLVt GYP.BOARD TO HAVEIt'ODXPLY UTYvwORECU4L4 , ta'd9 • i ry . r MN R-B Nm boo•*1 oG IW Mk R-9 NIL O Y 3)4710 PLY&a FLOOR - x ` < I W,.4. RM JOIST 4p. •, i .. - GLUED 4 HALED•W oG_ 4 i4f OR R11 GTRAND UBE IyY LAG:4S iT121 POS18 20A P.T.•*1 oG -- - .-:,-._ 24 P.T.LLt�t r - •, 4 DOI.BLE BATD JOIST 1)hb P.T GU.1.8 UY , • 1V It,♦BOLTS ._z 4x4 P.L PoGT LAGGED W h'4 80LTG SU-L 8EA.L R F �GOLD B[.00IQ6 •24•or-STAff>�D " 3)Hy 9I3 Ms IW WVGON ABE 44 •14•oG STAGGEFIED •ALL LQADBEA%*COt'DITIO►4B - MAN GIRT - UNLL C4 YR1G�TIONH�1i1d1 P'OSTB, POST •b•ANCHOR BOLTS 1-S'►T� --•L: ,.. _ - ,s •ULTC OUT BA981@iT .. MN W-V BELOW GRADE 1YP •6'-O'oG MAX -. -'. �., `3T!'.LALLY COl.lf'1U „+' F ., Eby•W'oc UY Sly' COHC.FILLED ¢ s R-B MBUL V1 GYP.BOARD a e 9 '*E'XT.To HAVE Iy'CDX PLY { " w �' sy UY TYVEC OR ECA&4 SANG 1 A g (7)7w6 P.T BIAS{W .' 4 '` -GILL BEA it . o a s 4, SLAB UY Gxb VW UUM .. .. r ,. _ ` •,•sr 1 . •ANL1iOR BOBS n, b•CA PACTED¢RAVEL V+ •b'0•oG M1X . 4 u{P1.POST N 09 $1/01 CQIL 2[4 MMY - - .. - )SLY -(,�x-x--»-ae-><-x- - - POST BASE USE 104 8Q10tUBE8•_ nI MN4'-V BELOW GIiADE T1P.. .+„ - .Q ".e..— — — — — — — — ',w Y-S'/i18 APPLIED DAFP - ...... 2-S'4 T$ PROOFINfs TO EXTERIOR CF A SHEET NO. . - ,.� T✓1 �. - \ \ L _�' DRAN•PEUa'EIER GUILE y 3�8••I 0• _ + \ UY GRAVEL u y I s. f a, ' ,. �, - y.. • cam„ - Y _ , • NERAL NOTES: CONCRETE WOOD }� CONTRACTOR ACCEPTS ALL ALL WORK SHALL BE "IN THE DRY"' ALL WOOD FRAMMING MEMBERS TO BE KILN DRIED NO2 SPRUCE PINE RESPONSIBILITY FOR COMPLIANCE A NO CONCRETE 6I4ALL BE PLACED FIR WITH A MIN.Fb"105ID al. WITH 6TH ED.MASS.BUILDNG CODE. IN WATER p FOR ONE AND TWO FAMILY DWELLINGS. ALL FOUNDATIONS SHALL BE CARRIED AS WELL AS COMMON CONSTRUCTION TO A SOUND BEARNG STRATA. FIRE-ENGINEERED LUMBER METHODS. ALL CONCRETE WORK SHALL BE IN ALL PRE ENGNEERED LUMBER TO BE HANDLED CONTRACTOR RESPONSIBLE TO VERIFY ALL COMPLIANCE WITH THE LATEST REQ. AND STORED IN ACCORDANCE TO MANUFACTURERS SPECS. DIMENSIONS AND MUST NOTIFY DESIGNER OF OF THE AMERICAN CONC. INSTITUTE. PROPER BRIDGING BLOCKING AND BRACING AS PER THE DRAWING AND OR DIMENSIONAL PROBLEMS.- C NCRETE SHALL HAVE AN ULTIMATE THE MANUFACTURERS SPECS AND SUGGESTED DETAILS. ATRENGTI-I OF 8 DAYS AT LEAST 3000 pal r• SEE ALSO MANUFACTURERS SUGGESTED DETAILS FOR .. REINFORCING STEEL SHALL COMPLY FLUSH FRAMED MEMBERS,BEARING WALL DETAILS, ti BEAM TO BEAM CONNECTIONS AND BEAM TO COL CONNECTIONS W/THE RECL OF AS.TM.SPEC.A-615 z. , GRADE 60 FOR DEFORMED BILLET STEEL. a } 5, IG4T01 10"DIA ' . ci sowlo TUElE6 INDICATES - STEP IN WALL DROP TOP WALL FOR OVER TOP OF WALDOOR AND L NVDIA.COL W/ 1 I 1- 3- • ElOTT. I ( O LJ LJ 4•coNc.SLAB I I tw 6X6 10,0 I MDIGATEB CONIC, O I PAD FOR STAIR LANDRIG - NDICATES oPETNG INDICATES OPENING * ,. FOR UTILITY WN - FOR UTILITY WIN 1 14, n UY INDICATES CONIC I SHEET NO. FOUNDATION PLAN PAD FOR STAIR CANONIC a"r} SCALE.Y4•.1'-0' c:.a S-1 n - a i Mimi i .... .:..ys.,...�Mri.r�«•r+f`a i.-•.;s ..t�.R -. q- -;s1,.s.. .. !.. %�i'. y.,. w-.m:f. :•t .. ; _ -. .. ._ _ _ _ .�.-..,.t>.., v,;,•••�:.,,,....,.`.l+..s��nRn.1`.'�rr"v"s9..._.-. ' k ,AFIRE The Town of Barnstable BA Aq-q LE. MASS Department of Health Safety and Environmental Services plEo �a. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection rl`A)n e Location , Pr i" Permit Number '?r3 '2.' Owner Builder One notice to remain on jobsite, one notice on file in Building Department. . The following items need correcting: MISS., t�� 61 la r )34�Ah� nk-\�rn1n� Ajeo q6 l'of U m d e r- A11 (12M -e 1 , If i f` 1 1, 4 j f; 't.g `r Please call: 508-862-4038 for.re-inspection: Inspected by \-110 Date I I I q w er>� Beam#1 TJ-Beam^" v5.45 sea Number,700M)1809 3.5" x 11.875" 1.5E TimberStrand® LSL BEAMUSA 1111 5/10/01 6:12:50 PM Page 1 of 1 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension=19'8" r ra n. n F31 12'6" T'2" Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1 T Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 Plate 3.59' 3.5" Left Face 2782/872/3654 Other: 2 2x4 Plate 3.50" 5.963 Centered 6697/2173/8870 Other: 3 2x4 Plate 3.50" 3.5" Right Face 1742/273/2015 Other: -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 5048 4266 7897 Passed(54%) Rt.end Span 1 under Floor loading Moment(ft-lb) 9881 9881 15438 Passed(64%) Rt.end Span 1 under Floor loading Live Defl.(in) 0.255 0.411 Passed(U579) MID Span 1 under Floor ALTERNATE span loading Total Defl_(in) 0.330 0.617 Passed(U449) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL U360,TL11240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and '« positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include Alternate member loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products-by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. OPERATOR NOTES David Owren PROJECT INFORMATION u OPERATOR INFORMATION: Furber Residence Structural Wood Systems Inc. 1311 Main Street Jeff Gray , Cotuit,MA PO Box 737 Cormican Construction Bellingham,MA 02019 508-876-9663 ; Fax 508-876-9508 pynght m 2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro"'and TJ-Beamw are trademarks of Trus Joist. r 1lWiiam®is a registered trademark of Trus Joist tf; C:\TJBeamXNM5222b1.bm Beam#2 TJ-Beam- v5.45 Serial Number:70=1809 3.5 x 11.875 1.5E TimberStrand® LSL BEAMUSA 1111 5/10101 6:19:30 PM Page 1 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • Overall Dimension=34' i III I,. 4 It3] n, n n 12'ti'• � �.3.. 7.3.. Product Diagram is Conceptual LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 16'3" Loads(psf):40 Live at 100%duration, 12 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Untform(plf) Floor(1.00) 260 130 19'6"to 34' Adds to attic floor load Uniform(plf) Floor(1.00) 0 120 19'6"to 34' Adds to interior wall loads Uniform(plf) Floor(1.00) 520 156 19'6"to 34' Adds to 2nd floor load SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Pocket,Conc./Block 3.50" 3.5" Left Face 3504/1089/4594 Other: 2 Column 3.50" 4.249" Centered 8673/2481 /11154 Other: 3 Column 3.50" 4.161" Centered 8580/2343/10923 Other. 4 Column 3.50" 6.846" Centered 12693/5278/17971 Other: 5 Pocket,Conc./Block 3.59' 3.5 Right face 4696/1757/6453 Other: -Bearing length requirement exceeds input at support(s)2,3,4.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION WShear(lb) 9033 6713 7897 Passed(85%) Lt.end Span 4 under Floor ADJACENT span loading Moment(ft-lb) 12715 12715 15438 Passed(82%) Rt.end Span 3 under Floor ADJACENT span loading Live Defl.(in) 0.327 0.411 Passed(U453) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.423 0.617 Passed(U350) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL: U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design include alternate and adjacent member skip loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants the sizing of its products by this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a Trus Joist Associate. -Not all products are readily available. Check with your supplier or Trus Joist technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code BOCA analyzing the Trus Joist Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: ' Furber Residence Structural Wood Systems Inc. 1311 Main Street Jeff Gray Cotuit,MA PO Box 737 Cormican Construction Bellingham, MA 02019 508-876-9663 ` Fax 508-876-9508 pydght O 2000 by Trus Joist,A Weyerhaeuser Business. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist. rallamQ is a registered trademark of Trus Joist. C:\TJBeam\NA\5222a2.bm 421 i Beam#2 Ame- TJ-BeamTM v5.45 serial Number.7000001809 3.5" x 11.876" 1.5E TimberStmnd® LSL BEAMUSA 1111 5/10/01 6:19:30 PM Page 2 of 2 Build Code:124 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • OPERATOR NOTES David Owren PROJECT INFORMATION OPERATOR INFORMATION: Furber Residence Structural Wood Systems Inc. 1311 Main Street Jeff Gray Cotuit,MA PO Box 737 Cormican Construction Bellingham, MA 02019 508-876-9663 Fax 508-876-9508 yhght®2000 by Trus Joist,A Weyerhaeuser Business. TJ-Pro7°and TJ-BeamTM are trademarks of Trus Joist. rallam®is a registered trademark of Trus Joist. C:\TJBeamWAl5222a2.bm JSI [Beam oject Furber Residence Date Due Date Pieces Mark/J is! 22 1311 Main Street-Cotuit MA 10-M -01 10-Ma by T-1 Depth 9.50 � Designed by verified by WSD 1st floor joists worst case scenario 5222 Floor Deck a Joist 3/4"OSB Spacing 19.2" 2.5" Nails 12"o.c. and Glue Deflection Load Sharing YES Total L/240 Load Duration 1.00 Live U480 Preservative NONE Code Service Condition DRY 119.50" UBC/BOCA/SBCCImportance 1.00 0-3-� 0-3-8 0-8-;4 [�0-2-8 U.S.A. Bearing Species SPF Span 1 Span 2 Slope NONE 14-0-0 12-0- 26-0- R1=487 R2=1343 R3=415 Reactions Engineering Notes Applied Loads Ma)dmum from all load cases. Calculate Gross Reaction=Reactions(as shown)+load from walls Load locations are measured from the left end „ Reactions lb. directly above supports. Load from wall above must be transferred of each span. Loads are in PSF. Bearing 1 2 3 to bearing below by an adequate detail. Point loads are in PLF. Live 384 1033 336 Web stiffeners must be installed in accordance with the web stiffener Listed loads are cumulative. Dead 104 310 80 table of the specifying manual or the"Web Stiffener Details"in JAII Spans Live Dead Total 487 1343 415 the User Guide. ITC Uniform 40.0 12.0 Maximum Shear and Bending Analysis Custom Notes Actual Allowed Ratio Location Shear lb. 637 1067 0.60 at brg#2,span#1 Bending Ib.ft. 1760 2896 0.60 at support#2 Maximum Deflection Analysis Actual Allow Ratio Location Total(inch) 0.20=L/834 0.69 0.29 6-11-2 In span#1 Live(inch) 0.16=L/999 0.35 0.47 6-11-2 in span#1 NOTES: 2.JSI not to be treated with fire retardant or 4.Design assumes top chord to be laterally restrained by Structural Wood Systems iagLj! ?-- THE S INDUSTRIES INC IS RESPONSIBLE ONLY FOR corrosive chemicals sheathing attached with t b a ior ngp n and glued as specifiedTHE STRUCTURAL ADEQUACY OF THIS COMPONENT 5.Provide lateral support at bearing points to avoid lateral BASED ON THE DESIGN CRITERIA AND LOADINGS HANDLING&INSTALLATION: displacement and rotation. SHOWN. IT IS THE RESPONSIBILITY OF OTHERS 1.JSI chords must not be cut or drilled. 6.Web stiffeners are required at all interior point load locations BUIE M 5 TO ENSURE COMPONENT SUITABILITY AND TO 2.Refer to latest copy of Jager JSI product information and interior bearing locations only when the unfactored force Drawing Number VERIFY DIMENSIONS, details for framing details,stiffener tables,web hole exceeds 1500 lb. r chart,bridging details,multi-ply fastening details and 7.Forflat roofs provide proper drainage to prevent ponding. Jager Industries Inc. LUMBER: handlinglerection details. JSI Evaluations:SBCCI.9662,BOCA 99-33,HUD MR1238A, Multi for Windows 1. Dry service condition,unless noted otherwise. - 3. Damaged JSI's must not be used. L.A.City-RR26384,ICBO4447, Date V2.5.288 CCMC-11M68,CCMC-12666,CCMC-12933 JSI Project Furber Residence Date Due Date Pieces Mark/J XJ_S1Depth 11.88" 5222 1311 Main Street-Cotuit MA 10- 01 10-Ma -01 T_2 Designed by Verified b WSD Beam 2nd floor joists worst case scenario 1 1 5222 Floor Deck Joist 3/4"OSB Spacing 19.2" 2.5" Nails 12"O.c. and Glue Deflection Load Sharing YES Total U240 Load Duration 1.00 Live U480 Preservative NONE 11.89, Code Service Condition DRY UBC/BOCA/SBCCimportance 1.00 0-3- Hanger 0 3-5� ( �0-2-8 U.S.A. Bearing Species see drawing SPF r 14-0-0 _I Slope NONE R1=570 R2=570 Reactions Engineering Notes Applied Loads Maximum from all load cases. Calculate Gross Reaction=Reactions(as shown)+load from walls Load locations are measured from the left end Reactions lb. directly above supports. Load from wall above must be transferred of each span. Loads are in PSF. Bearing 1 2 to bearing below by an adequate detail. Point loads are in PLF. Live 439 439 Web stiffeners must be installed in accordance with the web stiffener Listed loads are cumulative. Dead 132 132 table of the specifying manual or the"Web Stiffener Details"in JAII Spans I Live Dead— Total 570 570 the User Guide. ITC Uniform 140.0 12.0 Maximum Shear and Bending Analysis Custom Notes Actual Allowed Ratio Location Shear lb. 570 1186 0.48 at brg#2,span#1 Bending Ib.ft. 1954 3870 0.51 6-10-4 in span#1 Maximum Deflection Analysis Actual Allow Ratio Location Total(inch) 0.19=U866 0.69 0.28 6-10-4 In span#1 Live(inch) 0.15=U999 0.34 0.43 6-10-4 in span#1 - NOTES: 2.JSI not to be treated with fire retardant or 4.Design assumes top chord to be laterally restrained by Structural Wood Systems Ja er J1 AGER INDUSTRIES INC IS RESPONSIBLE ONLY FOR corrosive chemicals _ sheathing attached with tells nailed and glued as specified. THE STRUCTURAL ADEQUACY OF THIS COMPONENT 6.Provide lateral support at bearing g points to avoid lateral BASED ON THE DESIGN CRITERIA AND LOADINGS HANDLING&INSTALLATION: displacement and rotation. SHOWN. IT IS THE RESPONSIBILITY OF OTHERS 1.JSI chords must not be cut or drilled. 6.Web stiffeners are required at all interior point load locations BUILDING S Y 5 T E M$ ' TO ENSURE COMPONENT SUITABILITY AND TO 2.Refer to latest copy of Jager JSI product,infonnation and interior bearing locations only when the unfactored force Drawing Number VERIFY DIMENSIONS. details for framing details,stiffener tables,web hole exceeds 1500 Ib. chart,bridging details,multi-ply fastening details and 7.For flat roofs provide proper drainage to prevent ponding. Jager Industries Inc. LUMBER: handlinglerection details. JSI Evaluations:SBCCI.9662,BOCA 99.33,HUD MR1236A, Multi for Windows 1.,-Dry service condition,unless noted otherwise. 3. Damaged JSI's must not be used. L.A.City-RR25384,IC604447, Date V2.5.288 CCMC-104M CCMC-12655,CCMC-12933 01/28/1996 06:01 17816592550 CGRMICAN BUILDER9 P43E 01 % m `2 2a4+ " '30 0 62•6 1 I , c 656 .2g o i .4,`j AM J8/7� AREA=19,795# S.F r a� N" f -4 .a. rf0N c' 3a Z a FLOOD ZONE �.,_ 00A TION CERTIFICA TIC RE'S° ZONE, "RF" TOWN.•COTUIT tCALE•1"=40' PLRE'F•63 7 ELEI!N/A I CE'R2"IFY THAT THE' PE YANKED' SURVEY CONSULTANTSFOUNDAPION I.S LOCAONf' 0. B®X 26.5THE GROUND AS SHOAND + t IT'S POSITION _ PAUL UNIT 1, ,4OB INDUSTRY ROAD CONFORM TO THE ZO,4�V-_LA �Y � � � � MARSTONS MILLS, MASS. 02548 SETBACK REQ UIRE'ME T OF i0 e TEL. 428—0055 _- ?�ARNS"TAXE _ "►ate FAX 4ZO-5553 Joe 52461FND PA UL A. AfE'RITHE'W j DA z ' 7Z10Z01 I IN, -It Yk, A� V, A.M. COTUIT 01 CB1,Dff I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE 18183 IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEY ING IN .................................. SrAKE COTUIT (SET) oToft COMMONWEAL MASSACHUSE77SA BA Y CBIDH W P.L AA TE PAUL A. MERIME A.M. 18185, 2 OF A., j y _ .,, PAMA J., n. v, MERRHM 32M CO 9i HIGHLR�.,:r. LOC ell b h 8173 A.M.- CB1,Vff Ar A.M. 18172 AREA=1.9,795_E S.F + N II 80.3' STARV LOCUS!- ,c' y MAP EXISTING MAW (SET) HOUSE �ys O z�, ( ov A 4i ASSESSORS MAP 18 w mw PLAN REF- 6317 uo ell EXISTING ZONING: ")?F" CESSPOOLS vac P) FLOOD ZONE: T" 14 4 COMOUNITY PANEW -6 cv 256001 0021 D Cd lot /4) DArER- 7102192 T' "A P" z 0 VERL A Y D!STRIC Tp MAT USE -7 SITE AND . SEPTIC PLAN srAAw '� . 7P12 _0o BENCHMARK- (SET) LOCATED AT TOP OF WATER VALVE A.M. 1811��I, g�' µ i �3so.� ,� ELEV= 100.0, _ 131-1 , MAIN STREET q 96 J �,o . } ­7 VOTUI17 , MA. 0 q RNSY"A -BLE) 7 .100 A� PREPARED FOR' "MA URA • CONRO Y FEBRUARY 01 24, 20 GRAPHIC SCALE' . YANKEE SURVEY C-ONSULTANTS 30 15 30 120 UNIT 1, 40 IND US!R' Y ROAD 0 60 P 4FA 1, P. 0. BOXW5 MARSTONS MILLS, MASS. 02648 TM 428-0055 FAX , 420-5553 IN FEET CB/Dff I inch 30 ftz. JW 5246.1A A , EL. =_loo__ 770P OF FOUNDATION 20' MIN _ . .10,' MIN. CONCRETE COVERS 4' SCHEDULE 40 P. VC MIN. PI?L^H 1/8 PER FT 21LAYD? OF l/8=1l2" VENT . CONCRETE CO WASHED STONE E —92 EL=92.5 " . . co, 'V�RL _' . . L=94 E 4 CAST IRON PIPE 2» (OR EQUAL) MINIMUM! CLEAN SAND 1 ' PIMH 1/4 PER FT N FLOW LINE . �EL=89 INVERT 110 MIN �2 0' EL, 91--- GAS INVERT ° ° ° -- BAE'FLs _ 90 5 6 SUM LEVEL o °°° 70:400- INVERT EL.— _ INVERT INVERT o ° °— 90 75 EL.= 89_75 EL.= 89.5 _ ° °°.EL.—_ -- °°° M EL =87 5' (2V BE PLACED ON KR( BASE) DISTRIBUTION MArHANICALLY COMPACTED OR 8' OF SYVNE BOX --- TO BE WATER TESTED 11' X 38' TRENCH FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET, cp -, PLACE ON s STONE 8/4" To 1-1/2" SOIL ABSORPTION PROFILE OF - - : DOUBLE WASHED STONE SYSTEM (sA S) SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR US'GS PROBABLE WATER TABLE ELEV.=_81_0 _ NOT TO SCALE NO OBSERVED WATER TABLE (12107199) ELEV.=_8110 _ OBSERVATION HOLE 1 ELEV.__92'_ PERCOLATION RATE S2__ MIN./ INCH AT _42'" INCHES OBSERVATION HOLE 2' ELEV.=_ 93' _ DEPTH HORIZ TEXT"URE COLOR MO OTHER DEPTH ORIZ TEXTURE COLOR MOTT. OTHER, ; 0-12" A SANDY LOAM lOYR 4-1 0-12" A SANDY LOAM IOYR 1—I f 12-30"' B. LOAMY SAND IOYR 5-8 12-30" B LOAMY SAND. 10YR 5-8 GENERAL NOTES FIRE FINE 30-132" Cl 30-126" Cl MEDIUM SAND IOYR 6-6 PERK MEDIUM SAND IOYR 6-6 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO R E.P. - TITLE 5 AND THE TOWN OF _9RNBTARLE__-- RULES AND NO WATER ENCOUNTERED NO WATER' ENCOUNTERED REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO x SOIL TEST .Pf 9890 WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 12/19/2001 SOIL TEST DONE-BY BRUCE G. MURPHY,, R S. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: DONNA MORANDI WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL°BE DESIGN CAL CULA T.IONS.' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. , 3 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . i BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . NO' `` . 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOP LOAD TOTAL ESTIMA TED. FLOW ' DEEDED OR ZONING .REGULATIONS. OWNER/APPLICANT IS TO - - 5 INFILTRATORS: WITH ( 110__GAL/BR./DAY x 3_-- BR) 330 GAL/DAY OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 4' STONE SIDES AND ENDS. REQUIRED SEPTIC TANK CAPACITY 1500.. GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 11' X 38' SOIL CLASSIFICATION . 1 IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE I MIN./IN. PRIOR TO COMMENCIl'VG WORK ON SITE 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS *EXISTING HOUSE AND FOUNDATION EFFLUENT LOADING RATE . . . 74 GAL/DAY/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. TO BE REMOVED AND REPLACED LEACHING CAPACITY (AREA X RATE) 369 GAL/DA Y 8) PARCEL IS IN FLOOD ZONE___..C"_ WITH CLEAN MEDIUM SAND RESERVE LEACHING CAPACITY 369 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP __18 AS PARCEL j_.72 * CESSPOOLS TO BE'PUMPED AND FILLED (38XI1X 74)+(38+38+11+IIX .83 X . 74) -- n►rnr n nn n //1D AfrrAfDu"D 97ARf A �z: ^W",LEGENU' -, - 2X4 &2;6,Post $ x 1 0 I'l /440 ' 16� ll�Th 3 0 hiberstrand Rini B TJ 1,Pi&&ftJ3loCkinii PAnd, J "-t -4x4 -�h��nd Column Tifi7bet vH ace J1 LVUP L Conne' n m Ms ank6f.(T cti 4, odlit o 0 o j b' rs t7d figet (TJI 0�'Tj"'-01'n"C �0) 61st li m e trk C616 opM t "C er nti a e-v 4x8 'T n'" n tra ove b �Stpckin fpint,Wid from'A Lally Co �C KLCC @ 'l'gr I S, OC 12 -25 Lal y 'o umn S[ se e <A A A83 l Iz r f 2' Bea my x I I x LSL j I L L 7[03 CS 2V 4V ML 2 I Ik S T 'F Lo' 0 R f 4 U o a u v e I S I C ",fURBERRESIDENCE: UrR $CALE,, C �"s du UCT 0 D S TEM V4 DATE U 3!,l�:Maln stre, t botbitw T ROnP,& -S A IRS S IVL07 TEMS ENGINEERED AW OR, Y's HA VA 020 L3 19 A R D 241 LAKE STREET",.BELLING eG -9 -876 5 8 117 508 '08 PHONE --- "I'll � ,� -,� ­-�� ':�_�. . 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