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HomeMy WebLinkAbout0140 GREAT MARSH ROAD i i a No. 4210 1/3 ORA 17 P)0, 0 10 t % 0 c 0 0 r ACTIVE i i J �t Shed TOWN OFBARNSTABLE Permit BARNSTABLE. MASS. 1634p. s Permit Number. Application Ref: 201501906 20150846 Issue Date: 04/23/15 Applicant: GORMAN, ANNE M & MARY E Proposed Use: Accessory Structure Permit Type: SHEDS 200 SQ FT & UNDER Permit Fee $ 35.00 Location 140 GREAT MARSH ROAD Map Parcel 089005007 Town WEST BARNSTABLE Zoning District RF Contractor PROPERTY OWNER Remarks INSTALL A 12X14 SHED Owner: GORMAN, ANNE M & MARY E Address: 140 GREAT MARSH RD WEST BARNSTABLE, MA 02668 Issued By: RM POST THIS CARD SO THAT IS VISIBLE FROM THE STREET Town of Barnstable . �TMETti Regulatory Services o" Richard V.Scali,Director �$" MASS. $ Building Division �Ar 163- Tom Perry,Building Commissioner ©fQ 200 Main Street, Hyannis,MA 02601 D www.town.barnstable.ma.us 1< j Office: 508-862-403.8 ;j�..i'ax: 508 ' -62a30 PERAUT# C2Q/S r� FEE: $35.00 r? SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Location of shed(address) Village Property owner's name Telephone number Size of Shed Map/Parcel# ignature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMIffiSSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:040914 M INSPECTION PLAN F-MORTGAGE cant: LRWKe41,CPJ Location: 3acrt.5t"ablei deck ���70YCGL 1-40 M IL 18.�2 '7�.ss• _. 76 M 0 PAWL 12et 3lood panel. C'2500 /J 5 34 .T 3lood Zone:JAM vFtt 9 hereby certifyhat this mortgage section was prepared for �+� p 4 [he dwelling shown hereon dmS I/ jall in a special 3.E.M.4 flood zone '"or'V, with an effective date of 7-1io-1.4- and the location of the dwelling S conform to the local zoning by-laws in effect at the time of Scale:1••= 06, construction with respect to horizontal dimensional setback requirements Gate: to-20-1¢ or is exempt from violation enforcement action underM.g.L. (?h. 404,sect.7. yileNo. 14- 12g 1 Please note:The structures shown on this mortgage inspection are shown approximate only. An instrument survey is necessary to determine a precice location of structures and property lines. This mortggage inspection must not be-used for recording purposes or for Use in preparing deed descriptions and must not be used for variance orbuilding department purposes.Verification of building locations, propery line dimensions,fences or lotconfiguration can only be accomplished by an accurate instrumentsurvey which may reflectdifferent information than what is shown hereon. NOTE: THIS IS NOT A BOUNDARY SURVEY AND IS FOR MORTGAGE PURPOSES ONLY. COLONIAL LAND SURVEYING COMPANY,. INC. 269 HANOVER STREET • HANOVER MA 02339 • P.781-826-7186 • F:781-826-4823 • E COLONIALSURVEY@GMAILCOM Town of Barnstable Old King's Highway Historic District Committee ` 200 Main Street, Hyannis,Massachusetts 02601 16"5 `� (508) 862-4787 Fax(508) 862-4784 CERTIFICATE OF EXENTTION Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Exemption under Section 6 and 7 of Chapter 470,Acts and Resolves of Massachusetts, 1973,as amended,for proposed work as described below and on plans,drawings,or photographs accompanying this application: • /�ovn �A�c�� Date /02 /f Address of Proposed work, Assessor's Map and lot# O F'q, o OAS=067 House# / O Street 7/�? ,rl/ �D�/, Village: 1309RAICM99 4/L_ { T_hiis' application is.for an exemption of the proposed construction on the grounds that work: Lld Will not be visible from any way or public place Is within a category declared exempt by the Old Kings Highway Regional Historic District Commission . i ❑ Other Description of Proposed Work: tl'k/TA/Gcl/C L /�c/ A / ?xe/��d 17d 6� GI e el.12/z 4�•C)0��rJi��P / �E f7 `. 0 /'t C e L /r►I 6u (. x r A 1 / Agent or contractor(please print): 4f '11;_ 'rifi 2 Zw 4) el.no. Address o� Cb L-4A1,(_ tyd Owner(please print): wk) Jy-¢g5 A z4jC ✓ Tel no. Owners mailing address o (/✓ 4// 01 Ad Signed,Owner/Contractor/Agent 2n I For Committee Use Only This Certificate is hereby Approve&Denied Date: Committee Members Signatures: �O P PP b\e 9�wall ee .. Any conditions of approval: C_IDocuments and SettingsldecolliklLocal SettingslTemporary.Internet FilesIOLK110KHExemption Form 07.doc TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 089 005 007 GEOBASE ID 35307 ADDRESS 140 GREAT MARSH ROAD PHONE W BARNSTABLE ZIP - LOT 7 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT WB I PERMIT 66915 DESCRIPTION SINGLE FAM. 4/BED 2/CAR. GARAGE PERMIT.TYPE-__.B000. _ TITLE__ _ -CERTIFICATE OF _OCCUPANCY. CONTRACTORS: Department of ARCHITECTS: h . Regulatory Services TOTAL FEES: BOND $.00 pf CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE R * MMSI'ABLE, • MASS. FD MA'S A BUILDII,�� DIVISION BY DATE ISSUED - 02/11/2003 EXPIRATION DATE �``� . - ADDRESS 140 GREAT MARSH ROADv ` =`P90NEE W BARNSTABLE r� ZIP - LOT 7 - BLOCK LOT SIZE _DBA DEVELOPMENT DISTRICT WB j PERMIT 59459 DESCRIPTION SINGLE FAMILY-4 BDRM, 2 CAR GAR i ; PERMIT TYPE. BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS' LOC3IS J SEMINARA " Department of Health, Safety ARCHITECTS: - and Environmental Services TOTAL FEES: $904.48. BOND $_00 Ox CONSTRUCTION COSTS. . $236,928.00 i � T " .101 SINGLE FAM HOME DETACHED 1 PRIVATE P . f+� E�`. +► * BAMSTABM �► = �16.39. ED M1r►I�' BUILDINGDIVISION) BY DATE- ISSUED 04/08/2002 EXPIRATION DATE 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 OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM':THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS., MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2.PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (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. POST THIS CARD SO IT IS VISIBLE .FROM STREET BUILDING I SP C N APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 F I nlA P l tn.w✓+ o ik 2 " a / 7/0 3 m WJXA-,' 3 0 K , HEATING INSPECTION APPROVALS ENGIN ERING DEPARTMENT 0,3 FwAL Gas eK a-L? d 2 BOARD OF EALTH L( 2 1r 03 5t OTHER: WMM. ITE PLAN REVIEW APPROVAL WORKS OT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSP T HAS APPROVEDTF+F STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGc•S :a'= CONSTRt. — "'!A(T IS ISSUED AS I TELEPH.n"IF nP WRITTEN NOTIFICA- TION. . BUILDINGPERMIT II t I Application to 00 Ring'g J1?igbbnap Regional 3biotoric Aligtrict'committee 1','1 CILL,IN PARi �:(/� !t. i`.'�/�,»• In the Town of Barnstable >. ? FIB 27 Pill 1- 25 CERTIFICATE OF APPROPRIATENESS Application is hereby made, with four complete sets, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings, or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: New ElAddition El Alteration t Indicate type of building: House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ - 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: ❑ Fence El Wall ❑ Flagpole ❑ Other01 TYPE OR PRINT LEGIBLY: UYIi5 jv(ZDATE z a \: ADDRESS OF PROPOSED WORK � � � t CLrSI d ASSESSOR'S MAP NO. OWNER 1)Lll'lli YtA Cn.S T• A ASSESSOR'S LOT NO. _7 / HOME ADDRESS_t' D 1�0 1�cl S I-S M/4' 6yrELEPHONE NO,,�?� FULL NAMES AND ADDRESSES-OF ABUTTING OWNERS, including those of adjacent property owners across any public street or way.. (Attach additional sheet if necessary.) �r7//Y1,/2U,✓u 3 % �2 PO 0U X !�-� �-e vt w.s v/I✓�- d3�G t- 2 .ems T_ i h- -GhS 1--Z- 4- 3 r- - s►- . 5 s cc_ AGENT OR CONTRACTORI/'0Ayr1__ r" Cy S! TELEPHONE ADDRESS (4 U DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. TIt.CvCTC..n.-_ 6L-. jL," 4-&, UA_a� Sign d t gwegr-Contract - ent APPRnVFD ASV ` i For Committee Use Onlycn 1 t ..:. . . This Certificate is hereby Date JAN 1 P 2002 Appro /Denie '_- Com ee Members' Signat APR-18-2002 THU 10:33 AM SRMINARA CONSTRUCTION 5083852605 P. 02 i r.. <o � � I j v ' I ic, 1 i 1 '•Y ThA.T Thy FOUI�A O LOGA1'ED ON rMou (/�I�r(ff I�I�' PLOT PLAN 'I ON rr�+� �A5 SnOWN HEREON AND THAT Q GOPFORMS TO rs MMMLtToUI.O F LOCATION: LOr 7 GREAT MARSH RD, W. DARNSTA� MA SETpAGK RtJREIv�NrS OF 111E TOWN OP c DARNS ADI,E. nWAFW FM SEMINARA GONSTRWTION DRAWN DY; 11vEVY / w:tsNw JOB NIAAD�R= DATE ` r74-II'J APRL IZ, 24= G -I AS60�,iaTE TEL.: (") Vl-r 0 35 ^- PAX: (") 715-,015.4 PRGFESSMAI_ F1JCyl 5 & L/V•D SI,RVEYORS s r � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map O S9 Parcel — CC_ 014' N' 0r BARNSTABLE Permit# Health Division �/`� c���"��`� �/ _ Date Issued © f�Z p 0� AM 10: 50 Conservation Divisi Da 6y /� G, Fee Tax Collector 3—% -Ca A�P'.F� nx 00 �� _ Ufvlsf Treasurer — SEPTIC SYSTEM FAUST C,. INSTALLED IN COPAPLIIAN' Planning Dept. / \ WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE*AN', TO!!VFrr-- Historic-OKH Preservation/Hyannis Project Street ��Address Village ►�V r %7/��h( S�/� L/� Owner �/�/�ll /�12� G'G Address /367L Telephone 3 ss cR LPG_ Permit Request ,� 44, l�o A 14090 Q;-0 . says .A use Atr d A[es Square feet: 1st floor: existiN proposed 4 CMG 2nd floor: existing proposed /u aXTotal new;�4 6 Valuation _ 1 Zoning District Flood Plain Groundwater Overlay Construction Type ktr001) Lot Size ao f Grandfathered: a Yes ❑No If Y supporting attach su ortin documentation. Dwelling Type: Single Family l3 Two Family ❑ Multi-Family(#units) Age of Existing Structure -Historic House: ❑Yes ❑No On Old King's Highway: 01<es ❑ No Bt`A!Aent Type: 0i Full ❑Crawl 019alkout Cl 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: (YGas ❑Oil ❑ Electric ElOther &A Central Air: tr Yes ❑No Fireplaces: Existing New / Existing wood/coal stove: ❑Yes Cho Detached garage:❑existing ❑new size Pool:Cl existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Orn-e—w— 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 BUILDER INFORMATION .�,. Name D Telephone Numbe Address&x / ,�'v—VZ/X I-Vi�( License# 016 T 36 ' ~! Home Improvement Contractor# /o.;[ �Q Worker's Compensation# 7PT&t3 7'3o� 7S/g 9� ALL CONSTRUCTION!D5 R FROM THIS PROJECT WILL BE TAKEN TO /2 P , 3 G 0 104 Z!0XnS SIGNAT RE DATE ,�?Q FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: !- FOUNDATION O L FRAME"'" INSULATION FIREPLAGE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGA- FINAL ` ssa r ' 6� i ram' q ; C .. • FINAL BUILDING. ;z /D Lo 3 161101 DATE CLOSED OUT t ASSOCIATION PLAN NO. I Affidavit of Substantial Financial Interest I, Lo v/S S�•.�/,Vg/e , . dl2 of y -, on oath depose and state as follows: 4. 1 am an applicant for a building permit for the property located at Map:- -., Parcel The address of the property is'. - •=_,._ 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which.is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is �� _ , the following individuals'*or entities have hadd-a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified]in paragraph 1 above: Name Address �A)ArZ .dim d, go /a" �' .1� %J-�i s, rh r3- o z �, d 4. Within the last twelve months, from today's date, which-is , I have had a 1% or greater legal or equitable interest in the following properties which have.been the subject of a building permit application: Map/Parcel J Address ,Iw�_coc-Doi• —3-a/ SG 6-_1-e.a7'/Y k "2.d LJ - / - cal /a-.z / 127 e4-"- Fay., K.d Cc-,f�-di!Le". !8 9 !! -o 0 603 .9�'/-o/ 5. .Withn this calendar year, I have submitted ui ding permit applications for property in which I have a 1% or greater legal or equitable interest. 6.. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable interest.' 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains'and penalties of perjury, . ' d f _® 200,�_ 2001-0050/affin Q/LOTTERY/AFFIDAVIT i -• _.....� ..� � �_ --..r�'� _� tir--�25"'. k-sue fir.-i'°d: y l-p..� ,. .w,wu.r...��.ri7�`r/rce.`��•e±.svr c �Gf�v�A w+.�2�o!�c..�wm-3aiu��r�.a.�;n'lx�.3$k��J�iFv''v t.S rr BOARD�ORBUILDING REGULATIONS '' `. NSTRUGTION SUPERVISOR °i s; �L�cense Number 'CS _ 015836 4 9%O7/ ,9�6 '';BrratP -, M �- 91097. ,'03 Tr. no: 2824 y! LO.UIS J SEMINA '::. � PO'BOX 1219 S DENNIS, -MA 0266 'Ad ministrato BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Sunday,February 24,2002 14:42 File Double - 1 3/4" x 9 V2" V-L SP 2900 Name: Seminara lot 7 roof beam over dormer.BCC Job Name - Customer - Address - Specifier - Designer - Jay Malaspino City,State,Zip - Company: - CAD Designs Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - 1-10 12 Standard Load-25 PSF 115 PSF Tributa 06-00-00 AL BO B1 90P Ibs LL 900 Ibs A�LLL Ibs DL Total Horizontal Length-12-00-00 596 lbs PL General Data Load Summary Version: US Imperial ID Description Load Type . Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-00-00 25 PSF 15 PSF 06-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4488 ft4bs 29.9% @ 115% 2 1 -Internal End Shear 1299 Ibs 17.6% @ 115% 2 1 -Left Slope 0/12 Total Deflection L/619(0233") 29.1% 2 1 Tributary 06-00-00 Live Deflection U1029(0.141 23.3% 2 1 Repetitive n/a Max.Defl. 0.233"(Limit:1") 23.3% 2 1 Construction Type n/a Span/Depth 15.2 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(L240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-12". who would rely on the output as Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call .(800)232-0788 before beginning product installation. BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Sunday,February24,2002 14:42 File Double 1 3/4" x 9 1/4" V-L SP 2900 Name: Seminara lot 7 main ridge.BCC Job Name - Customer - Address - Specifier - Designer - Jay Malaspino City,State,Zip - Company: - CAD Designs Code Reports - ICSO 5512,BOCA 98-52,SBCCI 9852 Misc: - Q 0 12 Standard load-25 PSF 115 PSF Tributary 12-104 -a rr c - •:i.., M0 AhL AL BO 1881 13-04-00 B11 113-08-00 1— ibs�L 10 3 Ibs DL 34 �bs 10451bs IDL Total Horizo ltengDL m-27-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 27-00-00 25 PSF 15 PSF 12-10-08 115 Member Type: - Roof Beam Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 11945 ft-lbs 83.7% @ 115% 2 1 -Right End Shear 2562 lbs 35.6% @ 115% 5 2-Right Slope 0/12 Cont Shear 4051 Ibs 56.3% @ 115% 2 2-Left Tributary 12-10-08 Total Deflection L/310(0.529") 58.0% 5 2 Repetitive n/a Live Deflection. U430(0.381") 55.8% 5 2 Construction Type n/a Total Neg.Defl. -0.085" 11.3% 5 1 Max.Defl. 0.529"(Limit: ") 52.9% 5 2 Live Load 25 PSF Span/Depth 17.7 2 Dead Load 15 PSF - Part Load 0 PSF Duration 115 CAUTIONS: Web stiffeners required at bearing. Disclosure The completeness and accuracy of the input must be verified by anyone NOTES: who would rely on the output as Design meets Code minimum(U180)Total load deflection criteria. evidence of suitability for a particular Design meets Code minimum(LJ240)Live load deflection criteria. application. The output above is Design meets arbitrary(1")Maximum load deflection criteria. based.upon building code-accepted Minimum bearing length for BO is 1-12". design properties and analysis Minimum bearing length for B1 is 3". methods. Installation of Boise Minimum bearing length for is 1-12 Cascade engineered wood products must be in accordance with the Member Slope=0,consider drainage. current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. 9 .BOISE CASCADE -.BC CALCTm 2001a DESIGN REPORT - US Sunday,February 24,2002 14:41 File Single =9 1/2" AJS.1 O Name: Seminara lot 7 joist a.BCC Job Name - Customer - Address - Specifier - Designer - Jay Malaspino City,State,Zip - Company: - CAD Designs Code Reports - BOCA 99-23,SBCC.I 9707A,ICBO 5504 Misc: - tandard L-d-40 PSF 1 10 PSF OC Spacing 16y r �A q 1 P1 1 P 1111 '1141 �3� �,P ' P ;fi 2-12" 3-12" 2-112" BO B1 B2 473 Ibs LL 947 Ibs LL 236 Ibs LL 181 Ibs DL 12-00-00 310 Ibs DL 10-00-00 23 Ibs L Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 22-00-00 40 PSF 10 PSF 16" 100 Member Type: - Joist 1 ROOF LOAD Conc.Lin.Load Left 04-06-00 04-06-00 275 PLF 165 PLF 115 Number of Spans - 2 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 2269 ft-Ibs 77.9% @ 115% 4 1 -Internal Slope 0/12 End Reaction 654 Ibs 49.7% @ 115% 4 1 -Left OC Spacing _16" Int.Reaction 1256 Ibs 37.3% @ 115% 3 1 -Right Repetitive Yes Cont.Shear 758 Ibs 56.8% @ 115% 3 1 -Right Construction Type Glued Uplift . -68 Ibs 4 2-Right Total Deflection U692(0.208") 34.7% 4 1 Live Load 40 PSF Live Deflection U960(0.15") 37.5% 4 1 Dead Load 10 PSF Total Neg.Defl. -0.059" 11.7% 4 2 Part Load 0 PSF Max.Deft. 0208"(Limit 11 20.8% 4 1 Duration 100 Span/Depth 15.2 1 Disclosure The completeness and accuracy of CAUTIONS: the input must be verified by anyone Uplift of-68 Ibs found at span 2-Right. who would rely on the output as evidence of suitability for a particular application. The output above is NOTES: based upon building code-accepted Design meets Code minimum.(U240)Total load deflection criteria. design properties and analysis Design meets Code minimum(L/360)Live load deflection criteria. methods. Installation of Boise Design meets arbitrary(1')Maximum load deflection criteria. Cascade engineered wood products must be in accordance with the Minimum bearing length for BO is 2-10. current Installation Guide and the Minimum bearing length for B1 is 3-12". applicable building codes. To Minimum bearing length for B2 is 2-12". obtain an Installation Guide or if you ` have any questions,please call (800)232-0788 before beginning t product installation. BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT- US Sunday,February 24,2002 14:41 File Double - 1 3/4" X 9 1/2" V-L SP 2900 Name: Seminara lot 7 beam floor under roof.BCC Job Name - Customer - Address - Specifier - Designer - Jay Malaspino City,State,Zip - Company: - CAD Designs Code Reports - ICBO 5512,BOCA 98-52,.SBCCI 9852 Misc: - 12 Standard Load-25 PSF 11.5 PSF Tributary 06-03.00 g '�„ }, ,d•.-: �, cu° "' � . f aA�`,��.:. �F., y ry.g1a - a;.7 r :E::r ',.,�� � I�;a r�� 7.. .'�iJ ��T� ����j."� :��� ���i+ � 7 B1 BO 10 5 Ibs LL 1055 Ibs LL 696lbs L 69 Ibs DL Total Horizontal Length-13-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 13-06-00 25 PSF 15 PSF 06-03-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 5908 ft-Ibs 39.3% @ 115% 2 1 -Internal End Shear 1545 Ibs 20.9% @ 115% 2 1 -Left Slope 0/12 Total Deflection U418(0.388") 43.1% 2 1 Tributary 06-03-00 Live Deflection U693(0.233") 34.6% 2 1 Repetitive n/a Max.Defl. 0,388"(Limit:1') 38.8% 2 1 Construction Type n/a Span/Depth 17.1 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(L240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-12". the input must be verified by anyone Minimum bearing length for B1 is 1-12". who would rely on the output as Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. 130ISE CASCADE - BC CALC rm 2001 a DESIGN REPORT - US Sunday,February 24,200214:41 File Seminara lot 7 basement girder left .Triple.- 1 314" X 14" V-L SP 2900 Name: side.BCC Job Name - lot 7 Customer - seminara Address - Specifier - Jay Malaspino Designer - Jay Malaspino City,State,ZJp - barnstable,Ma. Company: - CAD Designs Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - (508) 385-7685 basement girder left side 2 j 1 I Standard Load-40 PSF 110 PSF Tributuy 12 OCr00 ^^irG!'� .:G�f �f' r'�L �� �• 7 r i i S �J !H Y�i' -f�':.t�..]lEf4 BO B1 8200 Ibs LL 8250 Ibs LL 2314 Ibs DL Total Horizontal Length-12-00-00 2374 Ibs IDL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-00-00 40 PSF 10 PSF 12-06-00 100 Member Type: - Floor Beam 1 2nd floor load Unf.Area Load Left 00-00-00 12-00-00 40 PSF 10 PSF 12-06-00 100 Number of Spans - 1 2 attic floor load Unf.Area Load Left 00-00-00 12-00-00 30 PSF 10 PSF 12-06-00 100 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 31872 ft-Ibs 78.2% @ 100% 2 1 -Internal Tributary 12-06-00 End Shear 8558 Ibs 60.2% @ 100% 2 1 -Left Repetitive n/a Total Deflection U418(0.344") 57.3% 2 1 Construction Type n/a Live Deflection U538(0267") 66.8% 2 1 Max.Defl. 0.344"(Limit:1") 34.4% 2 1 Live Load 40 PSF Span/Depth 10.3 1 Dead Load 10 PSF Part Load 0 PSF Duration 100. NOTES: Disclosure Design meets Code minimum(L/240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(U360)Uve.load deflection criteria. the input must be verified by anyone Design meets arbitrary(1")Mabmum load deflection criteria. who would rely,on the output as Minimum bearing length for BO is 2-3/8". evidence of suitability for a particular Minimum bearing length for 61 is 2-3/8". application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. r Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release lb Data filename: Untitled CITY: Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 02/24/02 DATE OF PLANS: 2/24/02 PROJECT INFORMATION: LOT 7 GREAT MARSH BARNSTABLE, MA. COMPANY INFORMATION: SEMINARA CONSTRUCTION CORP. (508) 385-2605 NOTES: PREPARED BY CAD DESIGNS (508) 385-7685 COMPLIANCE: Passes Maximum UA=487 Your Home=454 6.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1402 30.0 0.0 49 Wall 1: Wood Frame, 16"o.c. 2954 13.0 0.0 210 Window: 20310: Vinyl Frame,Double Pane with Low-E 9 0.340 3 Window: 2442: Vinyl Frame,Double Pane with Low-E 33 0.340 11 Window:24310: Vmyl Frame,Double Pane with Low-E 10 0.340 3 Window: 2446: Vinyl Frame,Double Pane with Low-E 119 0.340 40 Window:2846: Vinyl Frame,Double Pane with Low-E 27 0.340 9 Window: 2856: Vinyl Frame,Double Pane with Low-E 65 0.340 22 y Window: A 251: Vinyl Frame,Double Pane with Low-E 24 0.330 8 i, Door: 2868: Solid 19 0.350 7 Door: 3068 w/sidelites: Solid 34 0.350 12 i Door: FWO 2968: Glass 18 0.330 6 Door: FWG 6068: Glass 40 0.330 13 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 1066 19.0 0.0 50 Floor 2: All-Wood Joist/Truss, Over Outside Air 336 30.0 0.0 11 Furnace 1:Forced Hot Air, 82 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.3 Release I b and to comply with the MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software'Version 3.3 Release lb DATE: 02/24/02 Bldg. Dept. Use I Ceilings: 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] I 1. Window: 20310: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] I 2. Window: 2442: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: Window:24310: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ J Yes[ ] No Comments: [ ] I 4. Window:2446: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 5. Window:2846: Vinyl Frame,Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ].No Comments: [ ] I 6. Window: 2856: Vinyl Frame,Double Pane with Low-E, U-factor: 0.340 For windows without labeled,U-factors, describe features: #Panes Frame Type Thermal Break?[ ] Yes[ ] No Comments: ( ] I 7. Window:A 251:Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ] Yes( ]No Comments: I Doors: [ ] I 1. Door:2868: Solid,U-factor: 0.350 Comments: [ ] I 2. Door: 3068 w/sidelites: Solid,U-factor: 0.350 Comments: [ ] I 3. Door: FWO 2968: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break?[ ] Yes[ ] No Comments: [ ] I 4. Door:FWG 6068: Glass,U-factor:0.330 #Panes Frame Type Thermal Break?[ J Yes[ ] No Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: r Duct Construction: [ ] I 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. [ ) I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I 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. I Heating and Cooling Equipment Sizing: [ ] I 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. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I - Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120°F or chilled fluids below 55 OF must be insulated to the levels in Table 2. I Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) up to V Up to 1.25" 1.5"to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Ran e 2 Runouts 1 and Less 1.25 to 211 2.511 to 411 Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) 7 , „ . SARA & REBECCA' S LAND CO. , INC. , a corporation duly establish usual ed under the laws of The Commonwealth of Massachusetts and. having itsassachusetts, place of business at County, M KKK Hol Brook Ct. , Rockport, ” for the full consideration of One Hundred Sixty-six Thousand Two x ' x Hundred Fifty Dollars ($166 ,250 .00) paid g SEMINARA CONSTRUCTION. CORPORATION of Atlantic Avenue , South rant to - 1 'Dennis, Barnstable Courity-' Massachusetts 16 - (4 1, with quttrlaiM rVIMuttt" the land in Sandwich. (East) and described Barnstable (follows: Barnstable County, Massachusetts, bounded a on SOUTHEASTERLY by land of Ruth Bullock tioned Sue sixty-seven andw07/100 plan hereinafter men (67 . 07) feet, forty-two and 15/100 (42 . 15)eighty-five . -•twenty=nine and 43/100 (29 .43) feet , and eighty and b1/100 (85.01) feet; a � th Bullock and Sue Sherman, as shown NORTHEASTERLY by said land of Ru on said plan, eight and 49/100 (8 . 49)* feet; w said land of .Ruth Bullock and Sue Sherman, as -SOUTHEASTERLY by two and 50/100 (22 . 50) e shown on 'said plan, twenty-two feet, one hundred ninety-four and 87/100 (194 . 87) feet, seventy-five and 95/100 (75 . 95) feet, one hundred twelve and 97/100 (112 .97) feet, one hundred thirty-seven and 65/100 (137 .65) feet, two hundred four and 69/100 (204 . 69) feet, ninety- seven and 43/100 (97 .43) feet, and one hundred forty-seven and 35/100 (147 . 35) SOUTHWESTERLY by land of John Lebe seventeen as shown on ( id7 . 41) plan, three hundred feet; NORTHWESTERLY by . Great Hill Road, also called Great Marsh Road, as shown on said plan, on an arc wl1us 55/100 50. 25 feet, there. measuring thirty- five and (35. 55) feet; again NORTHWESTERLY by . said Great Hill Road, • also called Great Marsh there Road, on an arc with and radius 99/100o (61999) 4feet feet, again _ ..... - measuring sixty-one _ _ . NORTHWESTERLY by , said Road, as shown on said plan, fifty-five and 00/100 . (55 . 00) feet, and on an arc with a radius of 860 ; there measuring four hundred thirty-five and 28/100 . (435 :28) feet; again NORTHWESTERLY by . said Road, three hundred thirty-two and 55/100 (832 . 55) feet; NORTHWESTERLY, WESTERLY AND SOUTHWESTERLY by said Road, on an arc with a radius of 160 , there measuring one hundred eighty-nine and 89/100 (189 . 89) feet; "Ut" JZ PAGE u60 aOUT$WESTERLY by said Road, seventy-four and 55/100 (74 . 55) feet and eighteen and 82/100 (18 . 82) feet; SOUTHWESTERLY and WESTERLY by said' Road, on an arc -with a radius of 137 .42 , there measuring one hundred twenty-six and 64/100 (126 . 64) feet; and NORTHEASTERLY by land of Penn Central R. R. , as shown on said plan , seventy-six and 94/100 (76 . 94) feet and four hundred forty-six and 41/100 (446 .41) feet. CONTAINING a total area of 7. 63 acres and being shown on a plan of land entitled, "Plan of Land in Barnstable, Mass. and Sandwich, Mass . for Olga & Bernard Johnson Ernest H. Fagerstrom Registered Land Surveyor Norwell, Mass. Scale: 1" = 401 , Jan. 5, 1979" , which plan is recorded with the Barnstable County Registry of Deeds in Plan Book 331 Page 60 . The above described premises are conveyed subject to and with the benefit of all rights, rights of way, easements, appurtenances, reservations and restrictions of record, insofar as- the -same are in force and applieQQab�l{e�]` �e�n van ��`sl LT 1p4,f rR �'�,cs'ShQum rm cA e)a^A v�Pcr��ekec� Q�0.1N5 GV• � � I7 1 _ n. o �s 0.V1 (30o c 3 For myrtlesee fee rom :ALBERT .. DS o me dated April 1985 and recorded herewith at the Barnstable County Registry of Deeds. For C)rrouje � Se CPr+ �tec ^o � `I lvte etc u�, QooL�3 � u c /� or This Conu I OQvdo , F5 l£seayi a �• t-t u rn � w Y1.� or cl uN an.y In Witness Whereof the said SARAN REBECCA' S LAND CO. , INC. has caused , its corporate seal to. be hereto affixed and these presents to be signed, acknowledged and delivered in'* its name and behalf by AMBROSE L. DEVANEY,. its PRESIDENT hereto duly authorized, this /��' day of April , 1985 . Executed as a sealed instrument this day of April 1985 ' INC. BY 6 Ambrose L. Devaney, r sident � ?�1teC��o�t�tt�ttwettlt�tv���dtu�t.#� Barnstable ss. April 19 85 Then personally appeared the above named AMBROSE L. DEVANEY, as aforesaid and acknowledged the foregoing instrument to be his free act and dee MR the SARA & REBECCA' S. LAND CO. , INC. , before me Notary Public 4 commission expires __``'S9 g U ' O v t .a w 71-7 ��l;-°"R• :EE N;. ! aka 8 = � ,.4i -"�. L' ,i' il_t' d m.[i�.!5,,..._.:•l:t....t 1:.,.._�..t•��:.'i f..d3 D:l !t':.._..t i.�� Kt�:�iutu APR 16 85 o `�.. STATUTE FORM SARA; & REBECCA' S.- LAND CO.,, INC. TO SEMINARA 'CONSTRUCTION CORPORATION, J. 19 85 Dated, April at o'clock and minutes • n. Received and entered with Deeds !,, Book-Page- Attest: Register _ ) � RUT- p �,• _ FORM 1282 E. •, �� ��� MYCOCK, KIL OY, GREEN & McLAUGNLIN, P.C. / Iz E. AT RNEYS AT LAW W 171 MAIN, TREET- P. O. BOX 960 a HYANNIS� M SACHUSETTS 02601. } ' v Town of Barnstable ® 2 APPROVED AS MODIFI ' Old King's Highway Historic District Committee • ,.: >.,-_ SPEC SHEET FOUNDATION - b e. CtA&-Ifi, SIDING TYPE (t ,G D�(j�r� T COLOR V CHIMNEY TYPE COLOR ROOF MATERIAL a S'b I COLOR PITCH h' WINDOWS COLOR /tt•7 SIZE TRIM COLOR DOORS �� n� COLORS SHUTTERS. COLORS GUTTERS (Aa m l KtA Kl1- COLORS DECKS / / MATERIALS GARAGE DOORS -e-(I, &14P e I COLORS (At ( �--e� Wl G,/h SKYLIGHTS SIZE COLORS SIGNSI t + i ' . COLORS JAN 1 2002 FENCE- COLOR NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT Revised 11/98 IMPORTANT MESSAGE For A.M. Day 7 Time P.M. M Of Alk Phone FAX Area Code Number Extension MOBILE Area Code Number Extension Telephoned Returned your call RUSH Came to see you Please call Special attention Wants to see you Will call again Caller on hold Message ��.� � 410 Signed univefsal-48023 LITHO IN U.S.A. _ � L .. � - / y �� �_ f _ _ _ '' . ', _ _ d* - ., ... -- _ � r -� : - - Tlie Commonwealth of Massachuse= — _ Department of lndusvial Accidents ,a =- :� OlrfcrallDlasffOs�O�S -- = 600 Washington Street Boston,Mass 02111 Workers' Comue tation Insurance Affidavit NO RID ON ❑ I am a homeowner Pig all wmt mysdL ❑ I am a sole prootietor and have no one worlQag in env cmicitr tm this'o worlce=s' foz �8 I b. 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' ww>.a:>:.' ...�iv`9.!`T�.�cex`.' ..w ...n.... r{::.xc?omx•. iti"^ x`21�;; :D.cy 2.j.�Av:.?-..;.„,...jiwoa.:.;.\:4Y•4..{,•:: f9o.Sn.,:,.,;...,.S..:fichZ'2:....,:.xoaa• " r2'Y%���-;u, ov.....x. ... • �'C,!'Q::Y;:>;:::::n,,:�.,.�'Y`;._..:;Y„,,.„..�c4^.?`.,°�'.�rn Z'.�3,�S.�G???F�;+•�'`"cc'°4�@..:.,•_......x.....,:.. ...:... ,. Fawn to Begun cowmacu as agoi:nd oadQ tiegtlaa 2SA otMt3.L4 esleed to di1eY pmaitle ota Quo to iI.S00.00 d/or �Tmw huprbomm nvmaasdwapenaulmin the lb=aft B'Dt]P cI daMwcf3100.00adayBgmfwtma IQadnvtmdQ"a cc"of ibis statmea maf be forwo ded to the Oaks of IawudVd B of the DufOr cDTmwTwdwmdm I do herehp der the eadtier ofPfjm9 tkeamn Dom o> furinJtmltmd°ss �absae ii tract mid Dotted -a --o� name otIIdal use onit "not write in ebb am to bo cm=ietad b7 d!f ortm oftfdal or town: P Qllcrosmt Board ❑ bi mpa— s nqurd ❑seketmn's Ome _❑HesllhDeFxruIImu eoatact person: Pbme o. (terra 0/95 PJA1 Information and Instructions i Massachusetu General Laws chapter 152 section 25 requires all employers to provide workers compensation forth.:: emplovees. As quoted from the "law",an employee is defined as every person in the service of another under any of hire, e:cpress or implied, oral or written. An employer is defined as an individual partnership, association, corporation or other legal entity, or anv two or more c: the foregoing engaged in a joint enterprise,and including the Iegal represeatadvas of a deceased employer, or the rec=-•e. 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 ofthe dwelling house of another who employs persons to do maintenance, constructiaa or repair wwk as such dwelling house or on tt--_mua:is c. building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 sects=25 also states that every state or local licensing agency.shall withhold the issuance or renew; 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,neap-'rthe commonwealth nor any of its political subdivisions shall enter into any c M==for the performance of public work umii acceptable evidence of compliance with the insuraacx nq cfthis chapter have been presented to the coaaac=--_- authonty. - Applicants lease fill in the workers' compensation affidavit completely,by checl®gthe.baxthat applies to your situatiem and supplying company names,addrnss and phone numbers alang with a ccrdficame-of insurance as all affidavits may be submitted to the Department of Industrial Accidents for c atim afiasuranca coverage. Also be sure to sign and s: date the affidavit The affidavvit should be ret urned to the ady artowathatthe application for the permit or lice is being requested,not the Department of Industaai Acci ImM Should you have nay guestians regarding the"law"or if 3 ou are required to obtain a wo�Cers' compensation,policy,please call the Depar==atthe mmzber listed below. City or Towns —' Please be sue that the affidavit is complete mad printed legibly. The Deparmae�has provided a space at the bottrrm of tW. affidavit for you to fill out in the event the Office of Im�sttgat; has to contact you regarding the applies- Fle:s e be sure to fill in the peiiift ease number which'wffi be used as a refaremca n�Iier. MIC affidavits may be rc===to the Departiment by mail or FAX unless other mrangescents have be=made. The Office of Investigations would It1 c to thank you in advance for you cooperation and should you have nay questions. please do not hesitate to give us a call. ,'7' % The Deparamcat's address,telephone and fax mmzber. c The Commonwealth Of Massachusetts Department of Industrial Accidents 0MCD of lavesmadoas 600 Washington street Boston,Ma. 02111 far#: (617) 77.7-7749 phone #: (617) 727-4900 exL 406, 409 or 375 M RESIDENTIAL BUILDING PERNIIT FEES APPLICATION FEE . New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE _2ff_(OZ_square feet x$96/sq.foot= o 71 x.0031=4 3c-/. If plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet x W/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.f� , >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch _x$30.00= � p (number) 4`3© z Deck x$30.00= .� (number) Fireplace/Chimney x$25.00= 2 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 / (plus above if applicable) permit Fee �/��✓ projcost • _ NECEIIE" An 16 3 10 PM'AS R qf� APPROVAL (/N06R SL/a0/Y/.S/CH/ , t � ol a CONT."rQL LAb/ NOT •!lrgL.e'RE� - .`. i a ? J.4/r'OW/C.�/ PSAwn//.\•QT. B1A.�a.•f!T �` f $� 12�p f ♦t 1�4 I'` f• I: COM/fONWEAL TN Qi' • Y WAS5.4cmv.3s rrs 3490/qt _ _ A .S.vnip�✓/Cy _ _ ,VL&r-%R -O.+ AANA/N JANOW/CM+d4,Iv4f 8AR/V.3TABLE , /oses � AQFA/N dNtNSTAdLF� apt r C,� T..S/Ar • t �pa5 h , �t �� , 1MASSACA1 TRA445C tTA>'/6N 0 F soss Tr il.IvAr 1�1�0 Ogyp� ` L•s/9 •kSwr s.F CAk1V t d711/ a !4.44 ,aq, VP*6 IF. 7tO� a9?Air �� ► ' 2 OAefi • $ G/4 EAA 50 �RS /zOA� ? ` R/�•�Q `•;�� I , <•jGIgE/gr O R.NLNCN/' �V' � L • /VS.II � - L: r•.as�.rt.rr » M Z v ~• � � 1 � � - q •• w� ..q.soarc f a /I7..lS �I7.�.J /oGt 00 iOf 69 �r7.00 oo ` --s.ss Av .x i �s•oo c 9 T-� �r 7s�s ..+�oo_ _ ,,� a sT,aw he ar '�' - s�07 g a si*h x �+e'ar.r��►r -a,sr' .� 1s AV'Ors' �� ." XJW41W WW 4 rrlr/TJu Ar ✓OS 6975J/24.6^fART/NO { O/Y/J/0/V pL.9/V OIR L.�►/VO . .4PPROY�►L !/NOiR ,SveO/Yis/OH/ /~ / CURT/FY Tiif9T 7JV/.�AL.�7I✓ �VigS CO/VTItOL Li9)✓ /V07..4tQfNRtO srcv rWAs a6r9r2-Fr.+wo /craw A./tRa A/TIV ~AF/RLRLWS AINO .4E66r.W.07 IOVKT %Wli7)V Ti✓i PRoliO!/R/pL -4-"a T Q%�✓IV/CiVL dq,WN Tip® E P ��6 BQ�'�4 ,•-� -- a sxor�EQ✓:r�I�.T o�Q/fsva a� a71�r -7�.o/o%x,.v 4r .�V 7Mw .%gwer�ct C 77V A� ItibVSs�VCAK/sETT� -!(L►yAry/NQ /N "Vs PW QI ROB �.�ssve•.vvstrr3 r i aiato � c••�r+� ,ram o LnpNO ararrarY01/! �f .,5�/QA / REf3ECCA.S Lf,�NO CQ,//N1C �+ NOTE: AS SHOWN O.'V / eL'RarfY 7%f4T riy/S 0-94W �r"W"O/ k 11hhCC��. A�E�ORS�MAP - �/77V L.Q~dO t•Of/IPT STA/�/O�•pAtOS OA• REfEitB/VG'E PLA7/V r �.. F/wL�� SANV-SrAh 47 PARCEL Y3 SC•gLE/•�}{p' A/OYEgeEirlkj I'!�f .vcctM.�cY .�In/O 7A/PT 77AF AW^~.OVO/VT Apooriv_7T.VOL6 cww~rY �1'�• � -- .9ARNSTAIILE�B9 PO•wTs sNOMy O/a/ "W PLIp/V BX/ST RdraAxr7wy at 06EO.S {, PARCEL.S o �o so Ao GLV 7S9rfE C.-ftOi/NLi / P�00� NoTL: .ACOVL'A14N1 MAAf w,rAV# Tilt TMViVdl� L71�pTCt + a• GY�— ... ici01L/`11O(/TN,.+IAJJ. E?rfR ITNLow GVL �E�/.�TOItOO L.v/VO Ni711�fL R!/�lii//AN W •f �'s r 00 rL 6 LMG✓�wiRw•rC ••�ssOci.47�[�//rc'• + F, TNR!/dtYtNMAs�7/Nt!rfiO.IA/N /iTb�t AVLY�iFICOII�OtO iie.v"WI7/Y.. ' � , -� TEST HOLE - LOG DATE:DATE: AUGUST 14, 2001 P-10046 SOIL EVALUATOR: X. O'LOUGHLIN, CSS G InI• WITNESS: G. HARRINGTON, BHD "L� \ y •�/ PERC RATE: 5 MIN./IN. .dE Z rILL S. rlla. A - LOANY SAND / Q 107R4/1 16 66" �.0 Mw - MANY SAND Ow . LOAMY SAND / / ! loxsa/a 'l/� 10YRS/8 461 '7/ B8" C NEDIIM4199 Cl - mwrum- 9.HEED rND 2.S $J1Yl 4 NO WATER ENCOUNTERED E \� DESIGN DATA p 4 DAILY FLOW: (4) BDRMS. x 110 GPD 440 GPD SEPTIC TANK: 440 GPD x 200% = 880 GPD �\ 1 USE: 1500 GALLON PRECAST SEPTIC TANK i LEACHING FACILITY: USE: (3) 5' x 8.5' 500 GAL. PRECAST DRYOULLS LINED w/4' OF DOUBLE MASHED STONE CAPACITY: 41 SIDEMALL: 93 x 2 x 0.74 - 137.6 BOTTOM: 13 x 33.5 x0.74 = 322.3 I TOTAL: 459.9 GPD % o _ n lb ;tm W•A/ 4IR -PATH NOTES: \ \ . LOCATION MAP 1. ALL PIPE '1'O BE 4" DIA. SCH 40 PVC. / O 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF D.ISTRIDUTION BOX. / 3. RAISE ALL APPLICABLE MANHOLE COVERS TO FITIiIN r� 6" •OF FINISH GRADE. VO 4. SEPTIC SYSTEM! IS NOT DESIGNED FOR TiiE USE OF A / GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION bOX TO HE INSTALLED ON A 6" LAYER OF STONE. 6. INSTALL GAS BAFFLE IN OUTLET TRE. i; 2" LAYYR Or 3/8" P94S106Z OVER DOIJBL[1019HED STONE :? ALL AROUND TOP Op FO. TarE i BLEV. BO.00 { ,� �r ys» ysca ��20 � •y o,o0 N ".go SEPTIC SYSTEM PROFILE /Hvi.t> /S 8o ya f7N &AAA GENERAL NOTES 8ak7.4.�0¢ SITE SEWAGE PLAN �P ,p 1. • OOtr1'RJIICPOR TO BTZ R1i8P011t2>t�ii lean T� IOQTICN �e �y.�t �� •� 01 AI.L•UTILITIEB, ATVs AND , �n FOR ; TO ANY SxGVATION OR 10011lmma. LOT 7 GREAT MARSH RD. I WEST BARNSTABLE, MA ASSESSORS MAP 89 PARCEL 5-7 2. SEPTIC 318M TO Bs INSTALLED Ili OMMIZANCt 310 CHR IS.. 00: TITLE V. PREPARED FOR 3. TH13 PLAN IS NOT,TO BE USED POR PROPOtTT LAN= " DETERKaNATION. SEMINARA CONST . CORD . ol, 4. ALL DISTURBED ARSAB TO UMM AND YEEDED. . h h DATE: AUGUST 27 2001 SCALE : 1" = 4 0' 5. CONTRACTOR.TO PROVIDZ 24 Sane NOTICE FM ANY � w. RSQUIRSD INSPECTIONS. +.j : .k z'f ~i ZOOQZ ���' 6. RzmM ANY IMPMIMS MMUtIAL MR A 5' RADIM, c, DANIEL F. • yG ARom TNs LzwuiNG AREA AND REPLACE WM CiiAN aQ. WELLER b ASSOCIATES a °RA,M, ".', r ium SAND• t T 1645 FALMOUTH RD. SUITE 4C P.O. BOX 41 u No.32686C H 7 CENTERVILLE, MA 02632 APPROVED BY: TEL: (508)775-0735 FAX: (508) 775-0754 !'�srOMAt� OPTIONAL FALSE CHIMNEY OhONAL CUPOLA TB th L-t of my kdowtdr a—plan GAD Design4 drawn to°°°vb rzrcn orAcrB and r or dnlacrB ®� ®ICJ �1 .•ports are madz rn1 to done at ue o..iers / ®� aN l or hl4t/aladdKbwl a atd WEBSITE mBWigdlm.ile cpHw—fi Bhall verify aB E-MAIL. rxtor Jxalap@t�bEmm + ®®®� ® dFensicnz aA1 Crebaed drawtlgB.CAD Dezge � RES g not Habt{or drrarB tncc Cw»tnbtwn has IDEMIAEN7MEDESIGN l F7lCtlEN DESIGN 00000 0 M M Whlt every of 41 heg taen mock b the Y' ENERGYCM!'S. pz�paYaGon of tAg p�to avoid mgtake�Ne q FRAA7IYJ PLM15 ' 'JDNEWS(IHt,d EKT) n�kercan rot 9lur�h'v<agaEnL hmal error.iGe y' ®�!®®®{ ®® cdntracter of the must to [heft all Berm bl (> WOOD BEAM REPORTS M1fMTED WAlKi1ROIKdG aM otY4Y dCtaib priDT r' I---Hfd lC sbtN respomrg ttereafrer. AREAS 'GENERAL NOTES FWISH FL530 AREA SQ ARE FT. n f Y. E w�g°�° FINISHED DA5EMENT AREA A Wrccmaoroe rosnelwDr�rtwAE�tns 6T FLOOR AREA ePrx acucD onE'xsD1o�xs f4F-�°E'� 2ND FLOOR AREA ©O NOT STALE THE DRAWINGS FMB5 EE)ATTIC AREA h a�wxrows.' TOTAL FtN15H FLOOR AREA 2 news >»vsr 51- ED PORCH Lj ,! sans ao Psr. GARAGES COVERED PORCHE5 V. 'P YS ��,'7 ♦..erAnrox newnun Paasaw.w�s. WOODEN DECKS 114 a..wlEccurWON P°x xswrox e� °m PAGE INDEX FLwks / Tl E PAGE C S� B.uYta�tmAwnuaPErw�snx.vacwkr 1. ovtwcs towoc sorn�wertz uatss 2. ALL ELEVATIO S � 0.>'B'twECODF SHEFtAO¢eGIR6MAGf O (] "°"EPaet�m�eE M M 3, 31)OVERVIEWS&FOU I NPA11FN PLA `C / ErMemxooMm xAVE neswvx.roorovenwa V-�F-//�/� .irxirzwmnAi+.wamor zv�u+Dnsu rtsxr(css „�x..•oR,�P(«eMmn,..K�x,ara.' 4. 15t&2ND FLOOR PLAN Q�wt�wBMMMD'OFMROOItubwmW 5. Ck055 9EG710 5 9.nLL 1iD OR BlDKefHIDBURS AeE iace GlniEO rlx sztE"` 6. I5T& FLOOR FR MING LANS -- — n yt rtwe YtBDwB uroeE oo�cE1D Ab.LLt txtemANoes Pat.ro ce sadweE wnx yes a��D 7. 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