The URL can be used to link to this page

Home My WebLink About0260 LAKE ELIZABETH DRIVE ��o �� wb 1 ®� LOT AREA s 15,000f S.F. oo� Op' � �fo 's �o CONCRETE FOUNDATION TF = 15.0 �O �j po RED LILY POND Epp. �S DCE #13-175 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 260 LAKE ELIZABETH DRIVE PREPARED FOR: CENTERVILLE9 MASS. MICHAEL LYONS SCALE : 1 = 30 DATE : MAY -199 2014 KATHLEEN BRADY REFERENCE ASSESS. MAP 227 PCL 37 PB 131 PG 145OF I HEREBY CERTIFY .THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE �• , C7^,i--J!LL GROUND AS SHOWN HEREON. A -1`�' off 508-362-4541 Cr n `,tom fax 508 362-9850 down cape engineering, inc. CIVIL ENG/NEERS. 'L'T LAND SURVEYORS DATE REG.. LAND SURVEYOR 939 Main Street — YARMOUTHPORT, MASS. r e J11 Town of Barnstable Building Department 200 Main Street MUMSTLE " , * Hyannis, MA 02601 9 MASS 1508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 201309456 CO Number: 20150014 Parcel ID: 227037, CO Issue Date: 02105/15 Location: 260 LAKE ELIZABETH DRIVE Zoning Classification: CRAIGVILLE BEACH - VILLAGE Proposed Use: SINGLE FAMILY HOME Villager CENTERVILLE Gen Contractor: MICHAEL P GASPARD Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date 4ned v TOWN OF BARNSTABLE Bu� ding 201309456 * BARNSrABI Z. Issue Date: 01/14/14 Permit y MASS. i639• �� Applicant: MICHAEL P GASPARD Permit Number: B 20140058 ArF p .i A Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/14/14 Location 260 LAKE ELIZABETH DRIVE Zoning District CV Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 227037 Permit Fee$ 933.30 Contractor MICHAEL P GASPARD Village CENTERVILLE App Fee$ 100.00 License Num 077846 Est Construction Cost$ 183,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD A 3 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LYONS,MICHAEL J &BRADY,KATHLEEN TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 149 FAYEWEATHER ST.,#145 INSPECTION HAS BEEN MADE. CAMBRIDGE,MA 02138 Application Entered by: JL Building Permit Issued B., THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY,STREET,ALLEY OR SIDEWALKOR'ANY'PART THEREOF,EITHER TE b RARII Y O, P T .''ENCROACHMENTS ON PUBLIC PROPERTY;NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST.BE APPROVED.BY THE JURISDICTION_`'STREET-OR ALLEY,GRADES As'VAS AS DEPTH AND LOCATION OF PUBLIC SEWER$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: r RESTAICTTONS MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION - 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. I PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). � F BUILDINGINSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS t/l 01 3 g j(� Sc_ P 13��1 1 Heating Inspection Approvals gine g Dept dk FL, T'F,")P Fire Dept 2 Board of Health � ,,� fIq V. 3` — Town of Barnstable Building Department - 200 Main Street ASTABLE. * Hyannis MA 02601 9 MASS 1639. , (508) 862-4038 RFD MA'S A . Certif icate of Occupancy Temporary Application 201309456 CO Number: 20150012 Parcel ID: 227037 CO Issue Date: 01/30/15 Location: 260 LAKE ELIZABETH DRIVE Zoning Classification: CRAIGVILLE-BEACH - VILLAGE Owner: LYONS, MICHAEL J & BRADY, KATHLEEN TRS Proposed Use: SINGLE FAMILY HOME 149 FAYEWEATHER ST., #145 CAMBRIDGE, MA 02138 Village: CENTERVILLE Gen Contractor: MICHAEL P GASPARD Permit Type: RICO, RES TEMP CERT OF OCCUPANCY Comments: 60 DAY TEMP CO TO EXPIRE 313012015 ,30 / 03/30/15 din part ent Signature Date Signed Expiration Date i 4r TOWN OF BARNSTABLE ftflding � . . 201309456 BARNSTABLE. f Issue Date: 01/14/14 Permit MASS. �16 9. a�� Applicant: MICHAEL P GASPARD Permit Number: B 20140058 Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/14/14 . Location 260 LAKE ELIZABETH DRIVE Zoning District CV Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 227037 Permit Fee$ 933.30 Contractor MICHAEL P GASPARD Village CENTERVILLE App Fee$ 100.00 License Num. 077846 Est Construction Cost$ 183,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD A 3 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL j INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: LYONS,MICHAEL J &BRADY,KATHLEEN TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 149 FAYEWEATHER ST.,#145 INSPECTION HAS BEEN MADE. CAMBRIDGE,MA 02138 Application Entered by: JL Building Permit Issued By: THIS PERMIT.CONVEYS NO RIGHT TO OCCUPY:ANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF EITIR TE RARII Y 0 P ENCROACIiMEMS ON PUBLIGPROPBRTY;NO SPECIFICALLY PERMIITBD UNDER THE BUnDING CODE MUST BE APPROVED.BY THE JURISDICTION:STREET OR ALLEY GRADES AS L AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE - OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMrr.DOES NOT RELEASE THE APPLICANT FROM THE'CONDITIONS OFANY APPLICABLE SUBDMSION RESTRICTIONS. 't a MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). VISIBLETOST THIS CARD SOTHAT IS O BUILDINGIINSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS r jJr jy%L�1�j 3 g'j T� S� j 3 01)5- 1 Heating Inspection Approvals ieLqn-eZftng Dept dk Foe-- Taw Fire Dept 2 Board of Health �5AW&b � � � U� q 6 -Iq 5 ry -- U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: Jul �^ National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. EX p y 31, 2015 SECTION A—PROPERTY INFORMATION iFORSURANCE CONIPANYUSE. *" Al. I. Building Owner's Name Michael J Lyons& Kathleen Brady Pof'`y, u A2. Buildin Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Company Nu NAIC mber " 290 Lake Elizabeth Drive City Centerville State MA ZIP Code 02632 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Map 227 Parcel 37 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat. 41°19'33 T" Long. 70°19'52.4" Horizontal Datum: ❑NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1255 sq ft a) Square footage of attached garage N/A sq ft b) No.of permanent flood openings in the crawlspace or 7 b) Number of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 1750* sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? N Yes ❑No *250sq ft relief per vent d) Engineered flood openings? ❑Yes ❑No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NAP Community Name&Community Number B2.County.Name B3.State Barnstable 250001 Barnstable MA B4. Map/Panel Number B5.Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8.Flood Zone(s) B9. Base Flood.Elevation(s)(Zone Revised Date AO,use base flood depth) 25001 CO564 J 07/16/2014 07/16/2014 AE EL. 12 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile ®FIRM ❑Community Determined ❑Other/Source: Bll.Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 N NAVD 1988 ❑Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes N No Designation Date: / / ❑CBRS ❑OPA SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* N Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO.Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: RTK GPS PER MTS NETWORK Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 M NAVD 1988 ❑Other/Source: Datum.used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor). 8 . 7 N feet ❑meters b) Top of the next higher floor 16 0 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) IN A N feet ❑meters d) Attached garage(top of slab) N A N feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 12 1 N feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 8 6 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 13 8 N feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 8 6 N feet ❑meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. lN OF MASS N Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 9p ❑x Check here if attachments. licensed land surveyor? N Yes ❑No moo? DANIEL 16s Certifier's Name License Number 0 PMCE i� m Daniel A. O'ala 40980 Title Company Name o No.4 v Prof.Civil Engineer, Prof. Land Surveyor Down Cape Engineering, Inc. ��°F Addrss ZIP ss�° 939eMain Street Y rmouth ort MA State 02675e qNo SUR%J Signature Dateone 2_y. Zdl7 508h 362-4541 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COM,PANY.USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or PO. Route and Box No. POIicyYNumber.`` 260 Lake Elizabeth Drive aF City State ZIP Code Company NAIC Number Centerville MA 02632 SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Vertical datum is NAVD88 from MTS RTK GPS. Lowest machinery is A/C unit located outside at el. 12.1,water heater located on first floor,furnace is located in attic. (7)flood vents currently exist,each vent provides 250 sq ft of hydrostatic relief totaling 1750 sq ft. Signature Date S. ? NJIM9 SECTION E—BUILDING ELEVATION INFOR ATION (SURVEY NOT REQUIRED) FOR ZONE AO AND A(Wjfk_0U For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F reque c mple (dons "6 nd C. For Items E1—E4,use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters. q No.40980 E1.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above o ,elo pi�ha Pad' c nt grade(HAG)and the lowest adjacent grade(LAG). �qN� v�.40``� a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑abov , he HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters. ❑above or ❑below the HAG. E5.Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4—G9)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the correspoiding information from Section A. "FOR 1NoURANt E COMPANY USE'i 260 Lake Elizabeth Dnveg g ute and Box No. Policy N6mb& Building Street Address(including Apt.,Unit,Suite,and/or Bldg.�No.)or PC-. Fo � , City State ZIP Ccde Company NAI 'yamber Centerville MA 02632 6Wy14, If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building;photographs below acc;rding to the instructions for Item A6. Identify all photographs with bate taken; "Front Vi'--w" and,"Rear View'; and, if required, "Right Side View and "Left Side View." When applicable, photographs -nust show the foundation with re,presenta:ive exEmi,_les of the flo:-d cp-m-iings or vents,as indicated in Section A8. If submitting more photographs than will fil.on this age,use-the Coiti-uation Page. 0 —�� I lk �� X _ � R. f r �e c. b �h .. 9n&m - .a,:,..:�.r.K�" s.o�.�`�..wt�._�:'� '� _ uz� ,.y�S;,.,s,.E��..,•.�:�...et...=.ak��',.,...:.._.m....-�-E...,.�".`-,�-91r�'�S"u�:na" Fro--it Vier s . Fear View: FEMA Form 086-0-33(7/12) F'e_Jaces all previous editions. ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section.A. FOF INSURANCE COMPANY,USE` Building Street Address(including Apt.,Unit,Suite„and/or Bldg.No.)or P.O. Route and Box No. Policy Number.' 260 Lake Elizabeth Drive City State ZIP Code CompanyNAIC dumber- Centerville MA 02632 If submitting more photographs than will fit on the preceding page,affix.he additional photographs below. Identify all photographs with: date taken; "Front View" ,and "Rear View";and,if required, "Right Side View"and"Left Side View. When applicable,photographs must show the foundation with representative examples o=the flood openings or vents,as indicated in Section A8. Ok r r r {� a. pw p r BD k e t wi Floyd Vent(tyF) •'�1yri. tR Jz 11U A, Aft � sir s s Ka FEMA Form 086-0-33(7/12) Replaces all previous editions. $ Certification of Engineered Flood Openings ra„No,,,o„F�000A,R„ENTS In accordance with NFIP, FEMA Technical Bulletin 1-08 and ASCE/SE124-65 "Snro Mon¢...Sovn llma'. . Certification Statement I hereby certify that the flood vents manufactured by USA Foundation Flood Air Vents(Model No's FO-316,FA-316,FOAL,FAAL,RFPC and RFSS)are designed in accordance with the requirements of the 2011 NFIP"Flood Insurance Manual"to provide automatic equalization of hydrostatic flood loads on exterior walls by allowing the automatic entry and exit of floodwaters during floods up to and including the base 100-year flood. The flood vents must be installed and sized properly as set forth by the requirements below. This certification follows the design requirements and specifications that are established in FEMA Technical Bulletin 1-08 and ASCE/SEI 24-05. Design Characteristics I hereby certify that I have measured the flood vent models listed below. I have also calculated the maximum total enclosed area that can be served by each individual model based on the net area of the opening using the equation taken from ASCE/SEI 24-05,Section 2.6.2.2 and the following design assumptions listed below. Design Assumptions: Area of Engineered Openings per ASCE 24,Section 2.6.2.2 1. The rates of rise and fall have been assumed A o =(0.0333)[1/c]R(A a) -). Ae=Ao/[(0.0333)[1/c]R] to be 5 feet per hour. 2. The maximum difference between the exterior Where: and interior floodwater levels have been A o= , Total Net Area of Openings Required(inz) assumed to be 1 foot during base flood 0.033 Coefficient Corresponding to a Factor of Safety of 5.0(in2 hr/ft3) conditions. 3. A factor of safety of 5 has been used in the ° Opening Coefficient(Non-Dimensional;see ASCE 24;Table 2-2) design. R Worst Case Rate of Rise and Fall(fUhr) A e = Total Enclosed Area(ft) Maximum Area Coverage in Square Feet per Vent for each Model Model Height Width A. Constant c R AQ (in.) (in.) (in.2) (in 2•hr/ft) (f/hr) ( ) FO-316 7.00 15.50 108.50 0.0330 0.400 5 263 FA-316 7.00 15.50 108.50 0.0330 0.400 5 263 FOAL-W 7.00 15.50 108.50 0.0330 0.400 5 263 FOAL-B 7.00 15.50 108.50 0.0330 0.400 5 263 FOAL-G 7.00 15.50 108.50 0.0330 0.400 5 263 FAAL-W 7.00 15.50 108.50 0.0330 0.400 5 263 FAAL-B 7.00 15.50 108.50 0.0330 0.400 5 263 FAAL-G 7.00 15.50 108.50 0.0330 0.400 5 263 RFPC 7.00 13.75 96.25 0.0330 0.398 5 1 232 RFSS 7.00 13.75 96.25, 1 0.0330 0.398 5 1 232 'Note: (A.)is the maximum total enclosed area that can be served for each individual model based on the net area of the opening(A o) Limitations and Installation Requirements This certification will be voided in it's entirety if the following installation requirements and limitations are not enforced. USA Foundation Flood Air Vents and Conn Engineering Consultants,Inc.do not recommend or authorize any modifications to the flood vents and will not be held liable for improper installation or modification of the flood vents. FEMA/NFIP Limitations and Installation Requirements: 1. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. 2. The bottom of all openings shall be no higher than one foot above grade that is immediately under each opening. 3. Openings may be equipped with screens;louvers,valves or other coverings or devices provided that they permit the automatic entry and exit of floodwaters. 4. It is recommended that openings be reasonably distributed around the perimeter of the enclosed area unless there is clear justification for putting all openings on just one or two sides(such as in townhouses or buildings set into sloping sites). 5. Where analysis indicates rates of rise and fall greater than 5 feet per hour,the total enclosed area shall be reduced accordingly. Design Professional Professional Engineering Seal Name/Title: Jason M.Conn,P.E.President,Conn Engineering Consultants,Inc. Address: 107 N.Bridge St.,Linden,MI 48451 License Type: Professional Engineer H OF State: Massachusetts �P S License Number: 46221 ,J N M. �yG Installation Address g C NN Customer and Installation Address: Ov CIVIL 260 Lake Elizabeth Drive No. 46221 Centerville,MA 02675 'off /STEP ONAL ENG Model Installed Model Number: FO-316 Maximum total enclosed area that can.be served for EACH individual vent: 263 Square Feet Certification Date:2/2/2015 i a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,no a�/30 9ys Map Z� Parcel Application # _ Health Division Date IssuedILA t_k-f Conservation Division Application Fee Planning Dept. Permit Fee a Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address 260 L_cJ<e_ i'Q;ra,6e, r. Village Ile— Owner N\ic4"k 1-yonsa Address &.jewe._U,e ODA Telephone 786-9151 - 132.9 •Permit Request Dca,!� e*15 V%-ng 6,u5g roe-Ld �`�hr uc��v rc a^ e,,io ns zo-kQrlr\�- L o' 6r-&voon-,% �0 bc- (Z"set11- fn Square feet: 1 st floor: existing(305 proposed 19,'5r 2nd'Ioor: existing proposed Total new I NS' Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Wood- Lot Size /S 5¢ Grandfathered: UrYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Ur Two Family ❑ Multi-Family (# units) _ Age of Existing Structure Historic House: ❑Yes UrNo On Old King's Highway: ❑Yes YNo Basement Type: ❑ Full YCrawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing Z new 3 Half: existing new Number of Bedrooms: 3 existing —new Total Room Count (not including baths): existing `d new First Floor Room Count I Heat Type and Fuel: YGas ❑ Oil ❑ Electric ❑ Other Central Air: LdYes ❑ No Fireplaces: Existing New Existing wo dl/coal stove: ❑,es 0•No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn;`:"O existing,,-In new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other:± 4A_ - M � Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes LdNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 1Y1iCVuLe,0 bzxs Telephone Number Address 3 S 6 License # Cr77 f3 4 6 Cam►-��cor`�4eOA 02 632 Home Improvement Contractor# M q WIND FI-1 @ kAAo,%,m\ •mow, Worker's Compensation # U-tr_-SCD5079R920i3� 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO n� t SIGNATURE /8 DATE 1—,2 h q 113 Orr FOR OFFICIAL USE ONLY APPLICATION# ` =t DATE ISSUED . j. MAP/PARCEL NO. Ek • E ADDRESS VILLAGE OWNER ,rc DATE OF INSPECTION: Tt FOUNDATION _ It kilx FRAME 9 y INSULATION 'i FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL r FINAL BUILDING V 23l 5CRop 13o�ps N DATE CLOSED OUT ASSOCIATION PLAN NO. r i - - — . The-Commonwealth-ofMassachusetts_ — �• Department of Industrial Accidents Office of Investigations. 600 Washington Street. Boston,MA 02111 www.mass.gov/dia Workers' Compensation Tnsurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organimtion/Individual): L. ) x Address: 35 6uti City/State/Zip:6&*n Jera 02.b3 2 Phone#: So S- '4 45 G - q Lf Are you an employer?Check the.appropriate box: Type of project(required): L F I am a employer with 3. 4. I am a general contractor and I * have hired the sub-contractors 6. ❑New construction employees(full and/or part-time). , 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. .0 Remodeling ship and have no employees. These sub-contractors have g, Q Demolition working for.me in any capacity, employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp. msurance.t required.] 5. 0 We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp, right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.❑ Other employees, [No workers' comp. insurance required.]. *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contraetocs'must submit a new affidavit indicating such. #Contractor;that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contactors have employees,they must provide their workers'comp,policy number, I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: &soC_%C VC_& Card 1o!jr_f5 Policy#or Self-ins.Lic,#: LLXG SooSo-7 clgq 2-QQ3 0.A Expiration Date: 3 0 14 Job Site Address: 2-6o L.c,.�cr City/State/Zips., ,ale' OXb3 7- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Sign Date: //c/ /3 Phone#: Official use only. Do not write in this area, to he completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: li form-ati-a ' a n Instructi r - Massachusetts General Laws chapter 152 requires all employers to provide workers'+compensation for their employees. pursuant to this-statate,.an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined.as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed.to be an employer." MGL chapter 152, §25C(6)also states that"every state or.local licensing agency shah withhold the issuance or renewal of a-license or permit to operate a.business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required," Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with.the insurance requirements of this chapter have been.presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s).of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be.advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial.Accidents. Should you have any questions regarding the law or if you are required to obtain a workers'. compensation policy,please call the Iepartment at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line.. City or Town Officials Please be sure that the'affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permittlicease number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information'(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each. year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone.and fax number The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington.Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax 617'727-7749 evised 4-24-07 www.mass.gov/dia . A FCC Gccide to Wood Construction hi Hi;Ir find tlreas:ll D fliph GYirrd Zone c Massachusetts Checklist for Comoiance.(78o ChTR5301:z.1.1)' ✓�chcck . Compliance 1.1 SCOPE, Wind Speed{3-sec. gust).............................................. .................................................. ..... 110 mph WindExposure Category...............................................................................................................................B Wind Exposure Category..:.............Engineering.Required For Enfire.Project.......................................0 1.2 APPLICABILITY •Number.af Stories(a roof which exceeds B In 12 slope shall be considered a story)�_stories 5 2 stories RoofPitch ..........__......:......................................................(Fig 2) ............................................ 512:12 0 Mean Roof Height ................................................... _(Fig 2)................... ........................ ft _<33' Building Width,W ...........:................:.......... ..--...--...... ..... • .(Fig 3)........................... ......_...._. 6-1 ft 5 80' BuildingLength, L ................................................ . .......(Fig 3).................................................33'ft 5 80., Building Aspect Ratio(LAIV) ...............................................(Fig 4)................................ ......... 1:cr <_3:1 ..... ... r Nominal Height of Tallest Opening2 ...................................(Fig 4).................................................6.5 5 6'B' 1-3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)....................... 2.1 FOUNDATION Foundafon Walls meeting requirements of 7BD CMR 5404.1 Cona-6te................................................................ ............. .......................................... ConcreteMasonry........................._......................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION1'3 5/8'Anchor Boltstimbedded or 5/8 Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general .......... ......... .. (Table 4). . ...................................... Ufa i �y Bolt Spacing from endrjoint of plate................:............(Fig 5)..................:..:.,............_�in._<6'-12 . o Bolt Embedment-concrete.......:.................................(Fig 5)......................................:.:- ......... in.i 7" Bolt Embedment-masonry.........................................(Fig 5).....:......i............................... in.z 15" PlateWasher-*..............................................................(Fig 5)..............................................>3"x 3'x 1W � 3.1 FLOORS Floor-framing member spans checked .......................:.......(per 760 CMR Chapter 55)................................... Maximum Floor Opening Dimension............................:......(Fig 6).................................................. 0. ft<_12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................... ......... MtiAmum Floor Joist Setbacks " Supporting Loadbearing Walrs or Shearwall................(Fig 7)....................................................oft _<d Maximum Cantilevered Floor Joists_ Supporting Loadbearing Walls or Shearwall................(Fig 8).............................. .......... .0 ft <-d FloorBracing at Endwalls....................................................(Fig 9).............._............................... ........ Floor Sheathing Type ...(per 780 CMR Chapter 55)...J..M.O.-Sk.. ......... Floor Sheathing Thickness (per 7B0 CMR•Chapter 55).. Floor SheathingFastening..................................................(Table 2).. $ d nails at b�D in edge l 17- in field 4.1 WALLS Wall Height Loadbearing walls..........................................................(Fig 10 and Table 5)........................... / ft 510' i Non-Loadbearing walls ......(Fig 10 and Table 5) _s ft's 20' s Wall Stud Spacing ........................................................(Fig 10 and Table 5).................... R; In.<24 o.c. Wall Story Offsets• .........................................................(Figs 7&8)............................................ -o ft 5 d . 4-2 EXT'EMOR-WALLS' Wood Studs Loadbearing Walls.........................................................(Table!•). ...........................2x_-6_- Q ft 9 in. Non-Loadbearing walls...............................................:(Table 5)......................._......2x - ft 6. in. - Gable End Wall Bracing Full Height Endwall Studs...........................................(Fig 10)...... ....... ....... ........ .. ........... r WSP•Atdc Floor Length................................................(Fig11)........._........:. .................. 0 ftzW/3 ' 'Gypsum Ceiling Length(If WSP not used)..................(Fig 11)...........................................D ft z 0.9W and 2 x 4 Continuous Lateral Brava @ 6 ft.o.c...(Fig 11).............................................................. or 1 x 3 ceiling furring strips @ 16'spacing mini.with 2 x 4 blocking @ 4 ft spacing in end joist or truss bays ✓ Double Top Plate ! Splice Length .............. (Fig 13 and Table 6) :.... ............................ ......................I............. ft Spice Connecfion (no.of 16d common nails)*..............(Table 6).........................................................� s ATTIC Guide to Wood Constr•ucdau to Hrglr Wind lfreas: IID tnph Frind Zone Massachusetts Checklist for CompfianCe (790 CMR5301 Z.1.I)1 Loadbearing Wall Connections ,17 Lateral(no.of 16d common nails) _.(Tables 7) _ .................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(fable 8)....................................................... �L Load Bearing Wall bpenings(record largest opening but check all openings for compliance to Table 9) Header Spans .......................................................(Table 9)............................--.. 6 ft Z- in.5 11' SillPlate Spans ....... ..............................................(Table 9)...................................�2 ft_in.S 11' Full Height Studs (no. of studs)....................................(Table 9)................................................ :...... Z Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header'Spans.................................................. ........(Table 9)............................... d ft_in.512' r SillPlate Spans.........:.................................................(Table 9).................................. v ft in.512' i Full Height Studs(no.of studs)....................................(Table 9)........................................................ 6 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Opening2 ................................................................. ............ Sheathing Type..................-..........................(note 4).. Edge Nail Spacing (fable 10 or note 4 d less) in. Feld Nail Spacing.........................................(Table 10).........._.:............................... in. Shear Connection (no. of 16d common nails)(Table 10) O ' Percent Full-Height Sheathing - ° 9 9..................::...(fable 10)......-........:........_......._..,....��.�/° 5%Additional Sheathing for Wall with Opening>6'8'(Design Concep Maximum Building Dimension,L Nominal Height of Tallest OpeningZ......................... . . SheathingType..............................................(note 4)........................................14)...... Edge Nail Spacing ...(Table 11 or note 4 if less) in. FeldNail Spacing. .......................................(fable 11).........._... , .................... ........6 in. _ Shear Connection(no. of 1 Bd common nails)(Table 11)...................... 'J Percent Full-Height Sheathing .... able 11 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts)... - � Wall Cladding Ratedfor Wind Speed7....................... ............................................................... 5.1 +ZOOFS Roof framing member.spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Websits) Roof Overhang ...................................................(Figure 19)............. D !i!`ft s smaller of 2'or V3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift........................................ ...(Table 12)..................... = p lf Lateral.............................................(fable 12).............................................L= pff i Shear.................................... .......(Table 12)............................................S= •plf Ridge Strap Connections if.collar ties not 'sed. er a e 21... able 13 ..................T= pff Gable Rake Outlooker..........................................(Figure 2D) .............2.ft 5 smaller of 2`or U2 Truss or Rafter Connections at Non-Loadbearing Walls - Proprietary Connectors Uplift................... ..........................(Table 14).................. .....................U= ib. - Lateral(no.of 16d common nails)...(Table 14)........................................L= lb. i • ,. Roof Sheathing Type .....(per 780 CMR Chapters 5B � Roof Sheathing Thickness.....................•.........---..:.....:......................................_....and 59).....0 DX .S8 in.?:7115'W5P i Roof Sheathing Fastening............................................(fable 2).........................................................— l lutes: ` I This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 78D CMR•5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1 Ba and Figure 18b Exception:Opening heights ofup to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated P-grade. f (t . gviia ory me aress� �, 'Thomas R.Gef1er,Directgr. ► jL659. Buff din g Division Tom Perry,Building Commissioner. _ 20D Main Sireei;Hyannis,lvlA--02601 . • irww:fown.fiarnstable.ma.us MCC. 508-8624.038 Fax: 508-790-6230 Property Owner Must Complete an`d Sign This Section If Using A Builder as Owner of the subjectpropeity hereby authorize �"1\i(A- to act on my behalf; in all matters relative to work autliorszed by this building permit 2-bo 0 1;z,►,��h r� L�r ;ilk ,',� 6-;f, ? .(Address of job). Pool fences.and alarms are the responsibility of the.applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of ApplicantKqn ten Print Name Print Name Date X' QYM&.0W9E psMsrotPoors(2012 loa of'.�3arnstable .. �* Regulatory Services f Thomas•F.Geller,Director Building Division _: 1 . Tom Perry,.Rading Cobmmissioner. 200 Main Street, Hyammis,MA 02601 WWW.town.barnstablezmus ffice: 508-862-4.038 Fax: 5087790-6230' - HOMBOw1 M LICENSE EXEWnON Please Print . DATE ' JOB LOCATION: ' number - street. vrllap "HOMEOWNER"• , name home phone# work phone# , CURRENT MAII.iNG ADDRESS: ciWtown state zip code The ctnrent•exemption for"hameowners" vas extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individnal for hire who does not possess a license,provided that the owner acts as supervisar. DBFINTT OF HOMEO"iR Persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling, attached or detached strictures accessory to such use and/or farm structures..A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building'Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned`homeowne?assumes responsibility for compliance wish the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town ofBamstable,Building Department minimum inspection procedures and requirements and the he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Ofacial. ' Note: 'Three-f w3ily dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction C'ontroL HOMBOWNYR'S MMPTION The Code'states that Any homeowner performing work forwhicb.a building pa-mit is required shall be exempt from the provisions of this,section(Section•109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hue to do,sucb work,that such Homeowner shall act as supervisor." Many homeowner who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, 'Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness oton results in serious problems,particularly 4, when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person.as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsrbin To ensure that the homeowner is fully aware of his/her msponsnbrlities,many communities require,as part of the permit application, that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the last page of.this issue is a foam currently used by several towns. You may cart t amend and adopt such a form/certificatiou for'use in your community. Q:fornns:homeexempt :r y _ G n G 9 G n G D n o n r n Effective Date: December 27th, 2013 Wejqern Surety Company nn G n LICENSE AND PERMIT BOND G n G n KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 61896438 G n n n G That we,Michael Gaspard, LLC G n G n of Centerville State of Massachusetts as Principal, n n and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable State of Massachusetts as Obligee, in the penal sum of Eight Hundred and 00/100 DOLLARS ($800.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Performance Bond / Road Bond for 260 Lake Elizabeth Dr, Centerville, MA 02632 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to—the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until December 27th 2014 unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thi y^ =r ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh l 'OUP64 lieved from any liability for any acts or omissions of the Principal subsequent to said dam : g%,E6,the number of years this bond shall continue in force, the number of claims made a s ns s bo �-,%'� the number of premiums which shall be payable or paid, the Surety's total limit of US" shall not b4 emulative from year to year or period to period, and in no event shall the Surety's total li�:l •ty,15ta� ai`iXik-3xceed the amount set forth above. Any revision of the bond amount shall not be ncu�i�®u��gi�,ve. n Datec�� iis 30th day of December 2013 n G fi 9 G n fi n fi n Michael Gaspard, LLC Principal j G n Principal n G � WEST E SURET COMPANY G n G n B 9 Y Paul T..Bruflat,SfInior Vice President Form 532-12-2011 G n G G u i ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 30th day of December 2013 ,before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. t�hhhghyy�s�,yhayy�,�a4hy�,as} s S. PETRIK s ^ NOTARY PUBLIC ^ r S SEAL SOUTH DAKOTA Sa� s )!Sit ary Public—South Dakota +�,hh5hyghh5yhhgh�,h5yyyy�,+ My Commission Expires August 11, 2016 ACKNOWLEDGMENT OF PRINCIPAL S TATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that he executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himseB(herself as such officer. My commission expires Notary Public CL F o U a w Z41 A q a M W CZ Z rr ^0 C) 04 0 o a w y � a. o 0 Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado,Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland,Massachusetts, Michigan,Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of, Sioux Falls State of South Dakota its regularly elected Vice President as Attomey-in-Fact,with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: Performance Bond / Road Bond for 260 Lake Elizabeth Dr, Centerville, MA 02632 Town of One Barnstable bond with bond number 61896438 for Michael Gaspard, LLC as Principal in the penalty amount not to exceed: $ 800.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer,or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attomeys-in-Fact or agents who shall have authority to issue bonds,policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings, Powers of.Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 30th day of December i 2013 ATTEST WESTE N / URET COMPANY By G✓� L.Nelson,Assistant Secretary Paul T ruflat,Vice President whip STATE STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA �� g��E eiS868�a On this 30th day of December 2013 before me,a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. }hhhhhy444�a��syyhy5y4h446e�s} s S. PETRIK p sEAS� NOTARY PUBLIC 3E�AL a SOUTH DAKOTA +hhyhhhhyyyyyhhhha�,hhy44+ . My Commission Expires August 11,2016 Notary Public Form F1975-1-2012 �~ REScheck Software Version 4.5.0 Compliance Certificate Project Brady, Lyons Energy Code: 2009 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,380 ft2 Glazing Area 18% Climate Zone: 5 (6137 HDD) Permit Date: 12/20/2013 Permit Number: 201309456 Construction Site: Owner/Agent: Designer/Contractor: 260 Lake Elizabeth Dr. Michael Gaspard Centerville, MA 02632 Renovation specialists 356 Bay Lane Centerville,MA 02632 508-451-9448 Mikecapebuilder@gmaii.com Compliance: 1.1%Better Than Code Maximum UA: 358 Your UA: 354 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies s Ceiling 1: Flat Ceiling or Scissor Truss 1,380 38.0 0.0 0.030 41 Wall 1:Wood Frame, 16" D.C. 1,704 21.0 0.0 0.057 78 Window 1:Wood Frame:Double Pane with Low-E 236 0.340 80 Door 1: Solid 42 0.230 10 Door 2: Glass 63 0.300 19 Floor 1:All-Wood j oist/Truss:Over Unconditioned'Space 1,380 28.0 0.0 0.034 47 Crawl 1:Solid Concrete or Masonry 1,490 0.0 11.4 0.071 79 Wall height:4.0' Depth below grade: 3.0' Insulation depth:4.0' 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 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Brady, Lyons Report date: 12/26/13 Data filename: Untitled.rck Pagel of 8 _ �! ��ie (panvaea�ecuea�C� In !LN..Office of Cousumer Affairs&Busidess Regulation License or registration valid for individul use only ME IMPROVEMENT-CONTRACTOR beforeration date. If found return to: egistration: 136522 Type: Office of Consumer Affairs and Business Regulation xpiration _8/1/2014: Individual 10 Park Plaza-Suite 5170 Boston,MA 02116 MICHAEL BENJAMIN GASPARD ;,4t I E n MICHAEL GASPARD`, 225 Gosnold st r Hyannis,MA 02601 -- Undersecretary ,� ' 1'J Not valid without signature Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supenisor i License: CS-077846 MICHAELBGAS ARI) ~' A� 356 Bay Ln Centerville MA 02632r Expiration Commissioner 03/23/2014 One NSTAR Way EL EC rRIC Westwood,Massachusetts 02090 GA S December 26, 2013 Kathleen Brady Michael Lyons 149 Fayerweather Street Cambridge, MA 02138 RE: 260 Lake Elizabeth Dr., Centerville MA. Dear Kathleen Brady: At NSTAR, we're committed to delivering great service: This letter serves as confirmation that, as of 12/04/2013, the electric service to 260 Lake Elizabeth Dr., Centerville MA, has been removed. Based on this information,there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Sincerely, Mrs. M. Feeney New Customer Connects rationalg ind December 20, 2013 Attn :Mike Gaspard RE: 260 Lake Elizabeth Dr This letter is to notify you that the gas service located at 260 Lake Elizabeth Dr, Centerville, MA, was cut off on the Property Line on 12/8/13. If you have any questions, please feel free to contact me @ 781-907-2926 Thank You, David Bregoli Gas Customer Fulfillment National Grid 40 Sylvan Road Waltham, MA 02451 Tel #:781-907-2926 Fax#:781-522-1057 CENTERVILLE-OSTERVILLE-MARSTONS.MILLS WATER DEPARTMENT PO BOX 369—1138 MAIN STREET OSTERVILLE,MA 02655 i WWW.COMMWATER:COM OFFICE OF og BOARD OF WATER COMMISSIONERS WATER SUPERINTENDENT C _ Tel 508-428-6691 WATER +► FX 508-428-3508 DEPT.rti� �ONS.ep December 20, 2013 Town of Barnstable Building Department 200 Main Street Hyannis, MA 02632 RE: Account# 1348 Kathleen Brady 260 Lake Elizabeth Drive, Centerville M&P 227037 To Whom It May Concern: On Friday December 13, 201-3 the water service was disconnected after the curb stop forth.e property mentioned above. It is our understanding the owner plans to demolish the house, rebuild and will reinstall a new water service at a later date. If you have any questions do not hesitate to contact our office Monday through Friday 8:OOAM until 4:30PM. Best Regards Glenn Snell, Assistant Superintendent Centerville-Osterville-Marston. Mills Water Department GS/bf r- MICHGAS-01 SPURDY ,a►` CERTIFICATE OF LIABILITY INSURANCE DAT 4 16/211612°'"013 3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. 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). PRODUCER CONTANAME: Mina Vaughan ROgers&Gray Ins.-Dennis Branch PHONE FAX 434 Rte 134 Alc No EA I:(508)398-7980 AIC No):(877)816-2156 IL South Dennis,MA 02660 A DRESS:mvaughan@rogersgray.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:NATIONAL GRANGE-Main Street America INSURED INSURER B:Associated Employers Insurance Co. Michael Gaspard LLC INSURER C: dba Renovation Specialists 356 Bay Lane INSURER Centerville,MA 02632-3308 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMI D/EFF M M`DD EXP LIMITS j GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY MPP6672B - 5/17/2012 5/17/2013 DAMAGE TO RENTED 1 OO,000 PREMISES Ea occurrence $ CLAIMS-MADE Fx_1 OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea acc dent $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS PER ACCIDENT $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ 1 1 $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS I ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N CC5005079992013A 3/6/2013 3/6/2014 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? 1-Y] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERA71ONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) "Workers Comp Information-Proprietors/Partners/Executive Officers/Members Excluded:Michael Gaspard,Sole Proprietor— CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Terry Kenyon Terry Jackson Ave. ACCORDANCE WITH THE POLICY PROVISIONS. Centerville,MA 02632 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD EXHMI A PARCEL ONE A certain parcel of land with the buildings thereon situated in Barnstable (Craigville), Barnstable County, Massachusetts,bounded and described as follows: I Beginning at the Southwest corner of the granted premises at a cement bound at Strawberry Hill,Avenue and land now or formerly of Selina M.Davis; thence running Nortlr 36 deg.22'00"East by the line of Strawberry Hill Avenue,one hundred(100)feet to a cement bound at land now or formerly of Mildred W.Giesecke; then running South 53 deg.38'00"East by land now or formerly of Mildred W.Giesecke, seventy five(75) feet to an iron_pipe at land now or formerly of Mildred W.Giesecke; thence running Soudin 36 deg.22'00"West by land now or formerly of.Mildred W.Giesecke,one hundred(1001, f et to an iron•pipe at laud now or formerly of Selina M.Davis; '1?eme ruynittg North 53 deg.38'00"West by land now or formerly of Selina M.Davis,severity f ve(7S)feet d the.'rite?"it bounes at Strawberry Hill Avenue,it being the point of beg:nrijing. 1 Containing 7,500 square feet of land, more or less, and 'being shown on the plan entitled "Plan of Land - j Centerville-Barnstable,Mass.to be conveyed to Miriam Cooper,scale 1 inch=20 feet,July,1951,Whitney&.. Bassett-Architects&Engineers,Hyannis,Mass."recorded with the Barnstable County Registry of Deeds in Book 790 Page 424. PARCEL TWO A certain parcel of land with the buildings thereon situated in Barnstable(Craigville),bounded and described as follows: i Beginning at a cement bound in the southeasterly side line of Strawberry Hill Avenue(a 30 Ft.Private Way), and at land now or formerly of Miriam L.Cooper; i €hence rrnning North 35 deg.22'00"East by the side line of Strawberry?fill Avenue,one hundred(100)feet to a cement bound at lard now or formerly of Christian Camp Meeting Association; thence r sing Souflh 53 deb.38'00"East,seventy five(75)feet to a point at land now or formerly of Christian Callip Meetir!g Association; thence n3rx&g Soul, 36 deg. 22' 00" West by said land now or formerly of Christian Czrnp M&zthig Association,one hundred(100)feet to an iron pipe at land now or fbrtuerly of said Miriam i_Cooper; thence running North 53 deg.38'00"West by land now or formerly of said Cooper,seventy five(75)feet to the cement bound at the point of beginning. r� I Cwktainin 7,500 square feet of land,more or less;,u-id being more particularly shown on a plan.entitled"Flan of Land-Centerville-Barnstable,Mass_to be cozveycd to Carroll E.and Roberta C.Wbi temore,scale 1 inch= ?C feet,July, MY'drawn by WhAtney&Rassett,Arch,:Ixcts and Engineers,Hyannis,Klass.and recordcu w t" the Bamstaule Co—,W iv Registry cf 1Di ds in Plant Boor 131 Rage 145. Being the same premises conveyed to the herein named mortgagor(s)by deed recorded-with Barnstable County 4etstry of Deeds herewith. i i BARNSTABLE REGISTRY OF DEEDS Witness my hand and seal this 13th day of July;2010. R Michael Joseph ons, rustee Kathleen Brady,Trustee COMMONWEALTH OF MASSACHUSETTS On this 13th day of July,2010,before me,the undersigned notary public,personally appeared,Michael Joseph Lyons and Kathleen Brady proved to me through satisfactory evidence of identification,being[XX] or other federal or state govenunentai document bearing a photograph image,to be the person whose name is signed on the preceding or attached document,and eknowledged to me that she signed it voluntarily for its stated purpose. t aeQeatueeoo+ I Notar},Pt� ic: Stephen M.Needle My commission expires:June 15,2012 �° s��:�ltlSSf'd"Jytl ly�or� '6Fa, eJ �. i �+ N N QUITCLAIM DEED 0 -a ti We,Michael Joseph Lyons and Kathleen Brady,Trustees of the Johnsen/Hamill. "n 2004 Realty Trust,d/d/t dated June 16,2004,recorded the Barnstable County -14 Registry of Deeds in Book 20627,Page 238,of Cambridge,Norfolk County, ,x Q Massachusetts,for consideration paid of less than One Hundred($100.00)Dollars, therefore no tax stamps being required,grant to Michael J.Lyons and Kathleen Brady, husband and wife;tenants by the entirety,of Cambridge;MA U -� with Quitclaim Covenants, �j See legal description attached hereto and made a part hereof. r4 For our title,see Deed dated March 10,2008,recorded with Barnstable County Registry a. ofDeeds in Rook IIIe4 Page 171. 01, a. Home Energy Raters LLc BTorrey @EnergyCodeHelp.com Box 989,E.Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address 260 Lake Elizabeth Drive Centerville, MA Date January 29, 2015 Contractor Harwich Port Heating $ Cooling Test Type Post Construction Leakage to Outside-Includes Air Handler/Furnace Conditioned floor area = 1555 Sq FT. (Area Served) To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM < 124 CFM (1555/100 x8 =124) Duct leakage tested = 113 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Test Mode - Pressurization Test Pressure = - 25.0 Pascals Equipment - Series B Minneapolis Duct Blaster Duct Leakage as Percentage of Floor area = 7.27% Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC January 30, 2015 Town Of Barnstable Building Department Attn:Jeff Louzan As per elevation certificate for 260 Lake Elizabeth Dr. Centerville MA. 02632.The HHAC condenser will need to be raised on a platform 3 feet from grade. This work will be performed once the ground thaws and we can pour a concrete pad. Construction will be PT lumber as per flood plan requirements. Thank You Michael Gaspard Town of Barnstable ' R Regulatory Services M BAAq.q E. ` - 9 ASS. t639. MP'� �0 Building Division PIED a 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location J-6 U 4-44F 51yzAB G7i-1 DK Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. �Thh; e following items need correcting: lJ T n"t J-c Hi o-P "cL7L� Dt l iD e S it, LJ Y.r 'l V e•,/ J Co �rI �1 tcnequ C`er`Tr9�. MiSSIh-7 AZ,,, 9ne. GCAC -JS Aetndr-Al S iSStny r. �/C C/PC. K S e C/oej C/ nv �_/asell4cx 15>i '4 w ihJoto Dr-64r_mot-;, J to NAL`� eG k,, f--es u 145 ?�u�� l� �� G.-7/ 04`c Please call: 508-862-4038 for re-inspection. Inspected by t'JJJM,�1 23 Date i U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY . Date: 31, 2015 ELEVATION CERTIFICATE OMB No. 1660 0008 National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. Expiration SECTION A—PROPERTY INFORMATION FOR IN$URANCE.COMPANY USE Al. Building Owner's Name Michael J Lyons& Kathleen Brady Paley Number A2. Buildin Street Address(including Apt.;Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 290 Lake Elizabeth Drive city Centerville State MA ZIP Code 02632 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Map 227 Parcel 37 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)_Residential A5. Latitude/Longitude:Lat. 41 3" Long. 70°19'52.4" Horizontal Datum: ❑NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1255 sq ft a) Square footage of attached garage N/A sq ft b) No.of permanent flood openings in the crawlspace or b) Number of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 1750* .sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? N Yes ❑No *250sq ft.relief per vent d) Engineered flood openings? ❑Yes ❑No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State Barnstable 250001 Barnstable MA B4. Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ B8.Flood Zones) 89,Base Flood Elevation(s)(Zone Revised Date AO,use base flood depth) 25001 CO564 J 07/16/2014 07/16/2014 AE EL: 12 B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile N FIRM ❑Community Determined ❑Other/Source:. Bll.Indicate elevation datum used for BFE in Item 139: ❑NGVD 1929 ®NAVD 1988 l]Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes N No Designation Date:. / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO.Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: RTK GPS PER MTS NETWORK Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items aj through hj below. ❑NGVD 1929 ®NAVD 1088 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 8 7 N feet ❑meters b) Top of the next higher floor 16 0 N feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N A N feet ❑meters d) Attached garage(top of slab) N A ®feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 9 . 1 N feet ❑meters (Describe type of equipment and location in Comments). f) Lowest adjacent(finished)grade next to building(LAG) 8 . 6 N feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 13 : 8 N feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 8 6 N feet ❑meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.1 certify that the Information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. (N OF MqS ❑x Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a SAC+ ❑x Check here if attachments. licensed land surveyor? N Yes []No .S°� DANIEL yGN o P8ACE Certifier's Name License Number cr Daniel A.O'ala 40980 No: Title Company Name 9 H F�p Prof.Civil Engineer,Prof. Land Surveyor Down Cape Engineering, Inc. 0-"*HER Address City; State ZIP Code ��O SSS AO 939 Main Street Yarmouthport MA 02675 Signature Date Telephone (508)362-4541 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE,page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR IN,_URAN,E COMPANY USE" Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 260 Lake Elizabeth Drive City State ZIP Code Company NAIC Number Centerville MA 02632 SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Vertical datum is NAVD88 from MTS RTK GPS.Lowest machinery is A/C unit located outside at el.9.1.,water heater located on first floor,furnace is located in attic.(7)flood vents currently exist,each vent provides 250 sq.ft of hydrostatic relief totaling 1750 sq ft. OF MgSs� Signature Date DANIELA. ,•1 SECTION It=BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED):FOR ZONE AO AN NE/DQIII*HO E) For Zones AO and A(without BFE),complete Items E1-E5.If the.Certificate is intended to support a LOMA or LOMR-F req t, p ete ec' s and C. For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. 0FES51°a tt E1.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above o djacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawispace,or enclosure)is []feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the.HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5.Zone AO only:If no flood depth number is available,is the.top of the bottom floor elevated in accordance with the community's floodplain management ordinance?E]Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments.. SECTION G COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C.(or E),and G of this Elevation Certificate..Complete the applicable items)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed.by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(Without.a FEMA-issued or community-issued BFE)or Zone AD. G3. ❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued G5.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet. ❑meters Datum G10.Comm unity's design flood elevation: ❑feet ❑meters: Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. i s ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR;INSURANCE COMPANY.USE; Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 260 Lake Elizabeth Drive City State ZIP Code) Company.NAIC Number Centerville MA 02632' If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken, "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. r LI J.* 6yy�4�Ye .. .. r � a AA, wanw•�u O�D3�Xu�g94 . . . -`tcr� .s ., z.. Front View v ' � t tri { i 1 � Rear View FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE,page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. F6R'INSURANCE COMPANY USE. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 260 Lake Elizabeth Drive City State ZIP Code C6mp6ny.NAIC'Number Centerville MA 02632 If submitting more photographs than will fit on the preceding page,affix the additional photographs below.Identify all photographs with: date taken;"front View"and "Rear View and,if required,"Right Side View"and"Left Side View."When applicable,photographs must show the foundation with representative examples of the flood openings or Vents,as indicated in Section A8. — <k . * Wl- { N, a fi`i , .. !ov, 7. Y t. E.OI Flood Vent(typ) •fd - y i h k yE } 11 =per k� FEMA Form 086-0-33(7/12) Replaces all previous editions. RECOMMENDED INSTALLATION INSTRUCTIONS& DETAILS FOR ^t ,, _ SINGLE.DOOR RETROFIT POWDER COATED& STAINLESS STEEL MODELS SRPC & SRSS FLOOD AIR,VENTS!:, 1-800 872A993*FAX 1 1.269.8872 website:W .usatloodairvents.eom IdQiisafloodalrvents corn RECOMMENDED INSTALLATION PROCEDURE 1.Provide a clean,square and level rough opening for each vent with the bottom of the opening no more than 12"above,the outside finished grade. (Garage Door Installation):Provide a rough opening of 8114"x 14 518"`(figure 2&3). (Stud Wall Installation):Vent will fit between 16"OC stud opening(figure 2 2.Unhook the vent door,by pushing lower section of the door into the frame.Door will unhook once it is"90"degrees perpendicular to the frame. 3.Position the vent frame in the opening with the 7 channel at the bottom of opening.Ensure that frame is square and level.Apply a small bead of good quality exterior adhesive caulk on the backside of vent flange(figures 3 and 4).The caulk should hold the vent in place while you proceed to step 4. 4.(Garage Door Installation):Attach to garage door using the required amount of nuts and bolts in the holes provided in the flange(figure 3).Install metal backing strip on inside of'garage door. (Stud Wall Installation):Attach to stud wall using the required amount of stainless steel screws in the holes provided in the flange(figure 4)• 5.Reinstall the door by reversing the procedure in"Step 2".Be sure to reposition the pressure relief flap(rubber strip)on the bottom of the door in the frame channel. 6.For final inspection,check that the door is not binding in the frame.Test to see that it swings in a bidirectional manner(figure 3). DETAIL SPECIFICATIONS *Material:22 Gauge 430 Alloy Stainless Steel(SRSS)or 22 Gauge A30 Mild Steel White Powder Coat(SRPC) *Operation:Operation of vent is based on hydrostatic pressure(See Certificate of Compliance). *Hydrostatic Relief:Each vent provides 250 sq.ft.of hydrostatic relief. *Requirements:A minimum of 2 bidirectional vents are required for enclosed flood exposed area and should be installed on opposite or adjacent walls. Note:Consult with your local Code Official for compliance. MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY; FEMA,NFIP;ICC&ASCE 2007 All Rights Reserved,USA Flood Air Vents,LTD SUPPORTIVE DOCUMENTS,TB 03,44CFR 60.3(C)(5),ASCE 24-98 I ® � MEMBER REPORT Level ATTIC,Floor.Flush Beam PASSED 3 piece(s) 1 3/4"x 14" 1.9E Microllam0 LVL Overall Length:21'1" s , + 4.'� •v a 4 3 0 0 kA 20'6" o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results actual Aocalfon Allowed R rlt, LDF Load Combination(PatLem) System:Floor Member Reaction(Ibs) 4478 @ 2" 5020(2.25") Passed(89%) - 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 3897 @ 1'51/2" 13965 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 23092 @ 10'6 1/2" 36387 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.523 @ 10'6 1/2" 0.519 Passed(L/477) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.823 @ 10'6 1/2" 1.038 Passed(L/303) -- 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 14'6 1/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. BeafingLerigtfi Loads>nSupporlsObs) Supports 1. Total Araila6le Required Dead Boor Total Aries - 1-Stud wall-SPF 3.50" 2.25" 2.01" 1648 2873 4521 1 114"Rim Board 2-Stud wall-SPF 3.50" 2.25' 2.01" 1648 2873 4521 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above k bypassing the member being designed. - Tributary Dead Floor Live Loads Lotatldp wlaib., (osoy. (>too) cotnmertts , 1-Uniform(PSF) 0 to 21'1" 13'7 1/2" 10.0 20.0 Residential-Living Areas W.eyerhiaeUser Notes 1 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the siring of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser e>pressly disclaims any other warranties'related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,Input design loads,dimensions and support information have been provided by M.GASPARD 2� �pN OF MgSsgcy MICHELE CUDILO -4 0 STRUCTURAL 0) No 34774 o e A�9FGISTEP G��' �SSION Nit. � Forte Software Operator Job Notes 5/13/2014 1:58:09 PM Michele Cudilo 260 Elizabeth Lake RoL Forte v4.1,Design Engine:V5.7.0.245 Michele Cudilo,P-E. Centerville,MA 2014-GaspardBraoLyons.4fe (508)771-7601 mcudilo@comcast.net Page 1 of 1 a V -''Commonwealth of MAssachusetts SheetlVletal Permit Map�� - arcel. �(� �11 S Date: f f W/4 Permit`# 0 ( S3 Estimated Job Cost: $ l-20� Plans Submitted YES Reviewed: YES', hi0 OFBARNST k Business License# Applicaut.License# 3 - x Business Information.,, Property Owner/Dob Location Information: 14ame:, 1ame ^ �G1/2--rG TTGvL77vr✓ Street:. Street: . � ` Crty/Tov <G�f' �arU'" . vn:hh9y Cty/Town Telephone S. �. . �Z 3S7Y.. F Telephone 4 Photo I D regmred/Copy of Photo I D ,attacfied. "YES NO S Staff Wtial J.4/M 1 unrestricted license =J-2/_M-2-restricted to°dwellings 3 'stori': .oriess'and commercial up to 1,Q,000 sq ft /2 stones or`less ,. Residential; '1 2 family, ..`� Multi family . ., Condo/Townhouses Other Commercial`; Office Retail Industrial Educational Fire De L, royal Institutional Other P PP ,. � Square Footage• under 10,000 sq ftoer,10000 sq ft: Number of Stories. Sheef metalorkto be co><npleted New'Work: Renovation HVAC Metal Vdatershecl Roofing Kitchen Exhaust System, t , :Metal Chimney/Vents Air Balancing '{ 4 Prov>de detailed descnphon!;of work to be done:' ` ;, a -u" a r l ` TODUM OF F3ARNSTABLE ate' INSURANCE COVERAGE; . 1`-h a'current liability ility insurance policy or its equwalentwhich meets'the!',"u- remerits of M G.L Ch'.112. "'Yes, ❑. ` , f If< ou have checked indicate the e.of coves e' checkin 'the a ro+Hate box below: y Yam' tYP g blI 9 Pp P , i A liability insurance policy Other gy ❑type of indemni ; Bond OWPlER'S INSURANCE WAlVERs i,am aware that the licensee,zloes not-have the insurance coverage required by Chapter A" Mtassachusetts General Laws,and that, signature,on this permtt application waives this`requirement: i i Check One Onty 3 Owner ❑ Agent El, , Signature of.Ovmer or O.wner's.Agent = gy checking this boxQ,i hereby certify that:all of the details and information t have sutimittetl(or entered)regarding this'appiicatlon are`'true and: accurate to the best of niy.knowledge andthat a!1 sheet metal work and installaLons pertormed under the penaitissued for this'appiication will,be in comp_liance with all peMneM provision of'the Massachusetts Building Code:and Chapter 112 of the,General Laws:«, Dudinspech6n;.req41red prior to insulation,-installation Pro ear ss Imspge6ns,' 'bate Comments " d 3. <.rlIYa IAs _ Ctt®ill Date Comments A e of License. 3 Me Q;Master-RestncEed :4jTown:t" QJoumeyperson- lgnature of.Ucensee ❑Joumeyperson Restnded ' >: '_License Numtier, Check' ww"W' mass aov/dnl N. # nspectdr-YSsgnature of Permit Approval ; ; � , f 9 Y b39� 1��' . .. Tkomas F.Geiler,Dlrec#or �a4rBuilding IDivi�3on � .�; � Tom Perry,Bulldi�g Commfssloz�er l ' 200 Main Sdreet,Hyannis, ,' tvww fo�vn . barna# bl a ae.in us Office 50$-862-4038 �, •� � j y �, Fax:Y 508 74a fi230 �1fOp Ow'. efi l tt8t Compete acid Sign'�` iis Becton;} r" A54BtilJld�il _,`asC}wnetofthesnbjectprope hereby au tl Ome O��iG�t rre c ,rk•R , y`behalf, Uzi.all matkers relative to work authoxized by this butlduig pernut.; 77 . {Address ofJob Y . spool fences Vinci ar alms ate the res anstbili n ;. p,; tY a#'thc applicant. Pools '' are nvt eo be filled before fence:ts�nst,U and pvo sate#lOt to be utilized ui�t�allfnal�nspectio�s are performed and accepted.... of�cvuer Suture of Apgl�cant � . - s Pant Name: a sQ FORMS S E. : � ._ The Copnmonwealth o Massachusetts - - f. Deparb'iient of Industrial�lcctde ` ', D,f,�ice of�nvestigahan _' . `'' 6Q0�'ashrn gn SYreet ` Bo 02ZIX { vN►w mass gav/dra Workers' Compensate n Insurance l ffidavit' Builders/Contracto rs le C-bld ansm 14ibe,h" _. . ... Apylid"t Inforamatti .,Please Print Le: bIP me a /� ,.N . nstness/ on/lndtyi ... , City/State/Zip .. ,.��i2-try//��1��U�<.��1�- Phone# �d�. �✓3 �- Are you an eniployer�Check the approp7ate bog e o o'ect r . lured 1. I am'a employer with;. 4 I am a general contractor ea�nlopees:(full aad(o part time)*. have hired flee ski-contractors. �6 New constractlon�.: 2 I am sole a pnspnetaror partner listed on the attached sheet .7 [,Remodeling `' s andhave,noto ees These sub-contractors have 8 Demolrtiair P, Y " to es and have workers' working for me m any capacity addition- [No workers'comp insurance o°� msarance$ 10 Electrical r aus or addtttons regtiired J ?5 We are a corporation and its 0 eP x officers Have exercised their atn a homeowner doing all work I1 Phimbmg repans ar additions right of exemption per MGL s myself(No workers coi�i: 12 Roof repairs. insurance required]t c 252,§1(4),and we have no ' e to ees o workers' 13 ❑omen_ ,t�VA� comp insurance ire 4. _ °Any applicant tlsat checks box�1,gaist also fill oat�aechoa below showing thou workers'cortupeasahon,pohcy mformatton', '` F t Hanswwners who submit thu affidavit mdicahrig$ley are doing all work and they hu a outside nontrhath;mast sabmd a new affidavit n drag such, :Caniractors that check thu box mast attached an additional sheet showing the name of the sub coirtractacs`and statE,ivhether arpntthose,eat tee ha3e 1 'ees If tnz sub„contractorstiave l th must dt&teir wbrio rs'coup pobcy namber 3 ' �P aY ,. �P I am an er that csProv�din workers'corn ensat�on insurance or em ees Below is the o and;ob srte; Py .. mpany City/Sate(Zip t: Attacti.s,Copy of the workers'compensation pohc :deciaratton' aQe sho the" aIt number.and ^tratEon;date Fadure to secure coverage asLe4ed under Section 25A of MGL c'152 can lead to die imposition of cnmtnal penalties of a" fine 1p to$1,500 00 andlor on�yeat tmpnsonment,as well as.civil penalties in the form of a STOP WORg ORDER and a fine w of up,to$250.00 a day against the violator �e advised flat a copy of finis statement nosy be forwarded;to the Omce of Investigations aiih iA for ir,�>ranca coverage verification I do`hereby certc tinder thepains and penalties of penury that the utformiiott Provided above.,ts true and;correcr .�t< rOcial use only '�Do nat;wrrte rntiih�s area,to be completed by city or town offictgL or Town Permit/License# Issuing Authority(circle:one) . 1,Board.ofHeaifii ez Btu1 De arfxrient 3.Ci /T'�wn Clerk 4 Elecix�cal- ecfor 5 Plumb ector Contact Person: r;, r Phone# '0OMM'ONWE'l OF M&�E7�S:>« ® ® ® SHEE: '.META'L `WORKER:S>': < ' SSUES THE FOLLOWING<` .'A".11ASTER-UNRESTRICTED 4 HAR.W.11CH PORT HTNG` `CLNG ANDR'EW M ;;LEUESQ'UE HARWICH,,pORT HTNG: t # ;>'<>€> 461 .LO..�ER COUNTY::':RO>''`' 02646-18`31`'`'' ` > '0 /28/>1<6: <.,:; 18o482 dOMMONWbglk OF M.- S AOHUSETT� <>>:' SHEE 1:ETAL">WORKE:RS;':,.<;;<i ISSUES THE ,FOLLOWI,SIG?>:;L'f>CENSE,.;<...;;;.: A S A BUSINESS ,. .AN:D.R'EW M LEVE5QUE>:'<' »H'ARWICH :P;Q;RT'';HEATING AND..COOL IN t s 461 LOWER COUNTY :`HA`RWI€CHPORT>;::.>_.NM:.:02646 D B� F • fo: F'aga 2 of 2 2014-04-01 0S:58:1I EC1 a77a'I G;?l SG From: Rogers S.Gray Insurance.40 Cy Fax HARWPOR-02 CVANGELDER ,d►�oR®° CERTIFICATE OF LIABILITY INSURANCE DATE MID DIYYYY) 4/112014l2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain pollicies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: 1 Ann.Pell Rogers&Gray Insurance Agency,Inc, PHONE FA 434 Rte 134 (AIC,No Ext: AIC No:(877)816-2156 South Dennis,MA 02660 ADDRESS:apell@rogersgray.com INSURER(S)AFFORDING COVERAGE NAIC q INSURERA:Selective Insurance CO. Of S.C. INSURED INSURERS:selective Ins. CO. Of the Southeast Harwich Port Heating &Cooling,Inc, INSURERC: 461 Lower County Road INSURERD: Harwich Port,MA 02646 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DD SUSR POLICYEFF POLICY EXP LIMITS LTR INSR WVD POLICYNUMBER MMIDDlYYYY MMIDDIYYW GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY S1899080 09/01/2013 09/01/2014 PREMISES Ea occurrence $ 100,000 CLAIMS-MADE Fx]OCCUR MED EXP(Any one person) $ 10,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 3,000,000 RO- X LOC $POLICYX P AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE-- $ HIRED AUTOS AUTOS PER ACCIDENT $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WCSTATU- CTH- AND EMPLOYERS'LIABILITY 0 S R B ANY PROP RIETORIPARTNERIEXECUTIVEYIN WC7938097 - 09/01/2013 09/01/2014 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED' ❑ NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Certificate Holders are additional insureds under General Liability when required by written contract or agreement. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Division ACCORDANCE WITH THE POLICY PROVISIONS. 367 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD J , d 38oarb of Re i.5tratiou of 6- beet Aletat Vorker.5 �)abiug gattdieb the requiremeut,5 of f.a.5.5arbu.ett,5 Oeuerar labs Cbapter 112, 6ectiou 237 tbrougb 231 t �uORC Coott" lig i.5 berebp grauteb tbi!6 certificate no. 361 a,5 ebibeuce to practice a!5 a tceu e *-. beet eta 39u,5t" ne.5.5 on tbi!6 910 bap of l.ap 2011 In Teotimoup lftreof, io bereuuto affixeb the name of the (Executibe director of the Woarb date(Executibe �Directur - a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map caP7 Parcel ?7 Permit# � Health Division Date Issued Conservation Division Fee Tax Collector ;. if PIS . (4dat , if2) Treasurer_ �Yl� Zv q 9 ou �� SEPTIC SYSTEM MUST BE a INSTALLED IN COMPLIANCE Planning Dept. 1fllITH TITIt,E 6 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND 'Historic-OKH � Preservation/Hyannis TOWN REGULATIONS•+ s Project Street Address Village CRI G U \\C V ``�3 C "' �►/ Owner Yi� \�`ti"V'1 \/ Address Z Telephone Permit Request PJ��O,,t 3c'Z Square feet: 1st floor: existingI o3q proposed 2nd floor: existing proposed Total new Estimated Project Cost S006 Zoning District Flood Plain Groundwater Overlay Construction Type W 60d F'i'LAm1 Lot Size Grandfathered: OYes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 3 Historic House: ❑Yes l No On Old King's Highway: ❑.Yes J No Basement Type: ❑Full Xcrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0) i A Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 1 Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing (D new First Floor Room Count Heat Type and Fuel: ) Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes N.q : Fireplaces:,Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:U existing ❑new size n Barn:❑existing ❑new size Attached garage: existing ❑new size Shed:❑existing ❑new size n Other: 6 14- Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes,site plan review# Current Use Proposed Use Q BUILDER INFORMATION _ Name �� Telephone Number �� 3 dress ?J � 1T t�l License# D oL U a �'' fl Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING F OM THIS PROJECT WILL BE TAKEN_ TO SIGNATURE DATE _q 2 6 Ci - , - - FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED r _ MAP/PARCEL NO.• ^- ; ADDRESS' , - VILLAGE a OWNER a <'� . � . . - , m, _ � _ ' '. _ d p • rT _._ « DATE OF INSPECTION: - - FOUNDATION Z 1 0, FRAME. INSULATION FIREPLACE s ELECTRICAL: ROUGH FINAL', PLUMBING: ROUGH + i FINAL r r GAS: ROUGH=? FINAL • FINAL BUILDING - - Ln _ " DATE CLO' SED'OUT } Y ASSOCIATION PLAN NO. ICI i :. r 'r,...�..,.'4-.,,-r-�"'•`'"K''� M�!%.K'4:.r-.f*v':''".Yrf�,./;.."�.....,.. ,>• ,.ry`' ..i ce, r1x r'b*+t-,iCk'+1�.. .•+;_'...,��X..-:1 �� :+`r....- . r-- 1".r\. i. .^-«,:�.w.•'r+-,�..<r'•.w�.�k-,;1.'v..r .-r1�3. s�.. -^'_. A. 'THE The Town of Barnstable • sAMSTASLE. • 'M 1�� Department of Health Safety and Environmental Services AIEo �'' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner PLAN REVIEW Owner: D Map/Parcel: Project Address: LL Builder: L�L� 3 - j The following items were noted on reviewing: l� �iti�l 1 I G ti U f Please call 508 862-4038 for re-inspection. f lnsrectei,ry. p Date: 1 1 III ... :buildin :forms:review 9 g vepai enr oi nenitaa e eMces ` Building Division ` 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Cressen Fax: 508-790-6230 BuiIding'Commissione: Permit no. ` Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. - Type of Work: ) --n D-N Estimated Cost_1 5-Doo oo Address of Work: ® AA 0 Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job Under$1,000 Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEM OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME WROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. IGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit th nt of o Date Contractor Name Registration No. OR Date Owner's Name q:fomu:Affidav 600 Washington Street Boston,Mass. 02111 Workers' Comyensation Insurance Affidavit name: • location city # ❑ I am a homeowner performing all work myselL hone ❑ I am a sole aronrietor and have no one worldn amp ca acmr ❑ I am an emplmer providing tivatkers' compensation for my employees working oil this job. comnnnv name: address: city: hone#:, . . insurance oiiev# w ri%/I/..u. I am a sole proprieto , general contractor, or homeowner(circle one)and have hired the contractors listed below who hav the g Nvorkers compensation polices; camnanv name: Dom. a•• y tjeeeti,; city: 4 honeih..:. ••.�� ,. ::;rv�..., insurnnce ca. ram camn9nv name- ... .. :• ... .. nqc. M1'Y k°:'.. ;..:.':. Insurance co. .. .. . . . oiiev# .:.,�.»; �,�;,.vr..:?:;,o-...... .. �`,„ ........ Failure to secure coverage as required under Section 25A of MGL 152 can had to the lmpositlon of aintiad pendtln ota one up to SI.Soue and/or one years'imprisonment as well as dvd penalties in the form of a STOP NVORK ORDER and a floe of SI00.00 a day against um II mrdentond that a copy of this Cement may be forwarded to the OMce of Investigations of the DU for coverage vero ation. 1 do hereby ert p ' d penalties of perjury that the information provided above is trap.tatd Correa Signature Date Print name C ��1` Phone# 'j0 J -1Mc i use only do not write in this area to be completed by city or town ofEkW. Sty or town: paaditNceme# i]BtriWing Department � ❑check if InBQudiate response is required C31-1 ing Board ❑Selectmen s Omce contact person: phone#; Mealth Department ❑Other MUCC 9,95 P1A1 : Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation Ior th employees.. As quoted from the "law", an employee is defined as every person in the service of another under nay;c�::.. of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other I or any two or more c: rp legal entity, , the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the recce,— _ tn:stee 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 anther who employs persons to do e , construction or repair work on such dwelling house or on the grounL s c. 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 ar renew- of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who haz not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neiiher.the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work ua^,� acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the connnc:.= au--.hority. ---------------- Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of fimuzzace as all affidavits may be submitted to the Department of Industrial Accidents for confirmarion ofinsur n e 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 lic=c is being requested, not the Department of Industrial Accidents. Shoiild you have aay 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 ret mid io the Department by email or FAX unless other arrangements have be=made. The Office of Investigations would Iilce to thank you in advance for you cpoperation 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 Me of Inesdames 600 Washington street Boston;Ma. 02111 ••, fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 Table ram..=( uuQ Prescriptive Packages for One and Two-Fan*RaddeatW BaiUbw Seated with Fong Fads K MAXIMUM M119M11N Glazing Gig can Wan floor Basement Stab Haniag/Coolia8 Arm'('A) U values 1t value' Rrvalue' &-valuer Wan Iktitaeter sopment Emdence Padcaae Rwab& ' R-vaiud 5"1 to 6500 Headag Degree#Jaya' Q 12% 0.40 38 13 19 1 t0 6 Normal R 12% 0.52 30 19 19 10 6 Normal S t2•/. 03.0 38 13 19 t0 6 115 AFUE T is% 036 38 13 2S WA WA Normal U 1 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 2S WA WA 83 AFUE W 13% 0.52 30 19 19 t0 6 IS AFUE X 12% 032 38 13 2S WA WA Nomml Y I111A 0.42 38 19 25 1 WA WA Normal Z 12% 0.42 38 13 J-T 10 6 90 AFUE AA 190/. OJO 30 19 1 l9 --1 t0 6 90 AFUE I. ADDRESS OF PROPERTY: ' - IlkR. 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: [� 3. SQUARE FOOTAGE OF ALL GLAZING. / U 4. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. E BUILDING INSPECTOR APPROVAL: YES: NO: q-fo=4980303a Footnotes to Table J5.2.1b: '.Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights; anti ,. basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross will area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300 ft of glazing area 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry, log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages). Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b., 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ` If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.Ia NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall, floor, basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 i i i i New 13edr¢om i i i i i i i i i i i-- ridge above i i — — — — — — — �xistinq �xistinq Oflat telling ove [3reezewaq House room Cedar ' e O Closet Preliminarq Lagout for renovation at 25O Lake Elizabeth brive version two 5cal e 1/ 4" + I 1 -O" r^ 67— /ie ��/ o ✓l�aaoac�waPtta BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 015044 Birthdate: 08/15/1957 Eicpires:08/15/2001 Tr.no: 3418 Restricted To: 00 PETER E KELLY 93 PHEASANT WAYS % CENTERVILLE, MA 02632 Administrator y� r HOME IMPROVEME '. 1: TRACTORS..REGISTRATION Board of 'Buildinr) � u, ations. and. Standards One fsAshbi�rte :ace - Room 130; at{r Boston :M r usetts 021-08 u S _ HOME IMPROVEMEN" y t;ON RAC Registrationl'03928Uq µ fi * ration W/10/0�0 Type INDIVIDU � 3; tzrr at +s� M; PETER E `KEEL"Y 93 Pheasant'lla ` a Y r Centervil" NSA 026 Oct-06-99 05:08pm From-BOSTON UNIV, PSYCHOLOGY DEPARTMENT +6173536933 T-628 P.02 F-516 250 Lake Elizabeth Dr. Craigville,MA Building Commissioner Town of Barnstable 367 Main Street Hyannis,MA 02601 To Whom It May Concern: We recently made application for a permit to convert the garage at our home at 250 Lake Elizabeth Drive, Craigville to a.master bedroom. I am writing to assure,you that the conversion is being carried out for our use. We will not rent out the new bedroom and we will not subdivide the house in any way. Sincerely, Michael J. Lyons THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) A-- �AW�TA T- -tAZABETII DR MAP ID: 227/ 037/l l Other ID: Bldg#: 1 Card 1 of 1 Print Date:02/19/1 77OA—DE1 A IL SXE7Z i. Descripti ononunercia Data Elements anc iient i. escriphon 1 iesidential -- - ebing,ries1 1 Story ccupancy 0 all ' '� 2 SnsWall 1 14 Wood Shinglen Wall 2 t Be ps I n oof StruCover 3 ,able/Hip 4 EP- 1a P' i �ao-,^- oofCover 3 sph/F Cls/Cmp 14 2 16 I it�il i t nterior Wall 1 8 ypical ement o e escripaon actor � ' ' / 10 om ex �(,w Interior Floor 1 0 ypical P ! Z. 2 2 -loot Adj nit Location — Heating Fuel 1 one umber of Units 4Tr2L x p�.� Heating Type 1 one umber of Levels t: " � - C Type 1 one 10 ��A Ownershipedrooms 2 Qedrooms athrooms I I Bathroom \,L 10 I Full na 1.Base ate >;Tu--- �Y Total Rooms Rooms Size Adj.Factor L27936 4 Grade(Q)Index .83 (/ Bath Type Adj.Base Rate 0.97 Kitchen Style Bldg.Value New 2,958 Year Built 1950 ff.Year Built 1965 rml Physcl Dep 2 uncn1Obslnc 0 con ObsInc j peel.Cond.Code 4 Code Description Percentagepeel Cond%verall%Cond. 8 T— � trig e am (Lm) eprec.Bldg Value 0,100 '4 _1 Code Description LIH Unitsnit rice r. p t on ,pr. a ue o e Description L turn- tea ross rea ten nit osl n eprec. a ue trs oor FEP Porch,Enclosed,Finished 14 9 35.6 4,99 FCR Attached Garage 33 I1 17.90 6,01 PTO Patio 13 1 5.0 66 UST Utility,Storage,Unfinished 1 16.9 30 7 t. Uross ev e&.,.rea _ 1,u3 Btdg--Fa—F r' MAScheck COMPLIANCE REPORT �- Massachusetts Energy Code , Permit # MAScheck Software Version 2.01 , Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-29-1999 �- COMPLIANCE: PASSES Required UA = 96 Your Home = 93 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value U ---------------------------------------------------------------------------- CEILINGS 336 38.0 0.0 1 WALLS: Wood Frame, 16" O.C. 448 19.0 0.0 - 2 GLAZING: Windows or Doors 124 0.320 4 FLOORS: Over Unconditioned Space 336 19.0 0.0 1 ---------------------------------------------------------------------------- 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 125% of the design load as specified in Sections 780CMR 1310 and J4 .4. Builder/Designer Date A MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2•:01 - DATE: 10-29-1999 Bldg. Dept. Use CEILINGS: [ ] 1. R-38 Comments/Location WALLS: [ ] 1. Wood Frame, 16 O.C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.32 For windows without labeled U-values, describe features: # Panes' Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-19 Comments/Location AIR LEAKAGE: [ ] Joints, -penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, . recessed lighting fixtures__. .. _.,_.._ shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. .._. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2 .0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested` at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. _ s ' VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. t MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can - be determined. --Manufacturer manuals --for all installed heating--- and cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-values must be clearly I marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4 .4 .7. 1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer' s installation instructions. Mesh tape may be omitted where gaps are less than 1/8*inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means-to partially restrict or shut off the heating` and/or cooling input to each zone orr�floor shall be provided: -' ' _) HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. [ ] I SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock.- HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below ,55 F must be insulated to the following- levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS: r TEMP (F) 2" RUNOUTS 0-1" 1.25-2 2. 5-4" Low pressure/temp: 201-250 1.0 1.5 1.5 12 .0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5` 2 .0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 - 1:0 1.0 1:5 1.5 [ ] ( CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING I . CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNO.UTS 0-1" I 0-1.25" 1.5-2 .0" 2.0+" I 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 ( 0.5 1.0 1.5 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- TQ' < or, �t r n ff tt j w u. t SMOK OCTECTORS REV]EE DIV SI 1N - Brady, Lyons Residence Frront Elevation 260 Lake Elizabeth Dr.ILD DEPT. Centerville MA. dU FIRE DErA�? vItN I BQTMSi^ 0 FbR 12 j Asphalt roof shingles i to i 1 r+ Cedar shake sidewall 24"high stoop Top of new foundaton @ 15' Top of new grade @ 13' Existing grade - 63'8" @ 10' Michael Gaspard LLC 356 Bay Lane t Centerville MA.02632 508-451-9448 I6/6 �30 L3 Brady, Lyons Residence Right Side Elevation 260 Lake Elizabeth Dr � Centerville MA., I' a: 12 7 • Asphalt roof shingles • Y T I Rear deck o o bb w/rail . . Cedar shake sidewell I k Front stoop i i Flood vents 14'4" l 13'-O" +� 5'4" 32�-g" Michael Gaspard LLC 45F Rau I nnia n 7 Left Side Elevation Brady, Lyons Residence 260 Lake Elizabeth Dr. Centerville MA. 12 7 -- Asphalt roof shingles - Cedar shake sidewall I1 I Rear deck w/rail LiFront stoop I i Flood vents I _ I� 24'-X' - 8'-T' i j 32'-10" % Michael Gaspard LLC 3.56 Bav 1__anP A 03 Brady, Lyons Residence Rear Elevation 260 Lake Elizabeth Dr. Centerville MA. 12 Asphalt roof shingles I i i Rear deck o wl 36"rail Cedar shake sidewall --.' I 0 Crawl space access Deck posts Existing grade Flood vents i as per code L 'I W--10" - 10'7" 14'4" 63'8" Michael Gaspard LLC 356 Bay Lane /1 Centerville MA. 02632 A 4 508-451-9448 1 F�OOC plan Brady, Lyons Residence 260 Lake Elizabeth Rd. Centerville MA. 63-8" I' 14'4" V 10'-7" I' 32'--10" + 6'--0" Andersen outswing patio door 1 _ 5=7" ' 3'- 3-2"—� 2'-4" i TC / N " o / Andersen Gas fireplace + RO 72 x 69�056-2 Andersen TW3056 69 RO 38 1/4 x 69 4'-5" ' 11-6" ' 4'-3" 1� 7'-4" ' - 5'-4"��5-2"--� i CO 05 -� Andersen TW21046 Master , Andersen TW2f046 RO 36 1/4 x 57 Andersen FWG6068 RO 36 1/4 x 57 RO 72 x 80 Gas fireplace Andersen TW3056 RO 38 114 x 69 ` bed 1 V US ) ® . r I N ^re x s'e GO 2'x6'8" t� living/dining s s 40" c ------ �m -- mg ------z'x 6'8" t� tt Jn4 �. / 6'0" Shower 1 ----8 X 6'8" _ 2'6'x 6'8"i Li j27�6'8" _2'x 6'8 - Tub 5 - - PEN Closet - Hot CIO2'x 6'8 Shower W/D Water iv 2'6"x 6'8" LO 2'x 6'8" A�en TW2636 ` �32 114 x 45 �j 3,_9" I 6-9" + 3,_9"_ I� 9-8" � l 1 kitchen o bed 2 I N r j Andersen TW2636 Andersen TW2636 RO 32 1/4 x 45 RO 32 1/4 x 45 ' 4-10" Closet 3'x 6'8" Andersen TW21046 RO 36 114 x 57 v 2I x 6'8" s x 6'8" J 5,4„ F 7,_8" 7_3" I 5'_0- 5_0"_ 9'-9" __7� 14'-3" W-8" ' 39'-9" /1 I 63'--8" .I Minhnnl Gacnarrl l 1 C Brady, Lyons Residence Floor framing Plan 260 Lake Elizabeth Rd. Centerville MA. 63'-9" _ 14-4" 10=7" 3Z--10" 6.O" °v i-mil, 2x10 fir beams 2x10 fir beams 16"oc 16"oc o Lj w N 4-2x12 girdercc I r f 0'9" 10'-6" �' 10'-6" c. I 3-2x12 girder 0 if 4"columns on 24" square footings CO I 14-4" + 9'-8" 39'-9" 63'9" 1 Brady,Lyons Residence Roof framing Plan 260 Lake Elizabeth Rd. Centerville MA. 63'-9" 14'-4" i 10'-7" 3V-10" 6'-0" 2x8 rafters 2x8 rafters 16"oc I 16"oc a - 4 I4j I � m co 2x12 ridge beam Simpson ridge straps per rafter 2x8 rafters 16"oc 4 0 2x12 ridge beam Simpson ridge straps per rafter Simpson rafter ties @ each rafter I 144" 9'-8" 39'-9" 63'-g" Brady, Lyons Residence Ceiling framing plan 260 Lake Elizabeth Rd. , Centerville MA. 63'--8" 14'4„ 10'--7" 32'40„ 6 0^ 3-2x 10 headers — i Ii 2x6 ceiling beams 16"oc iy { 2x6 ceiling beams 16"cc ro 2'8",x 6'8" / -------------- I 2'x6'8" la I 2'x 6'8" 20'6" iv :.... . ' ( I post to floor girder 6'-0"2'6'x 6'8" � I I I 3-2"x 12"LVL Hush beam I I ! w/joist hangers 16"oc z's"x s'e" x 6 8" - - 2x68 �I I 2x6 ceiling beams 16"oc F3'x 1 2 x 6'8" � 14-3" 9%8" � 39'-9" I 63'-8" i Michael Gaspard LLC ' Note: 356 Bav Lane All strutural headers to be 2 - 2x10 B4 Brady, Lyons Residence Typical exterior wall section Center i Elizabeth Dr. Centerville MA. Asphalt roof shingles over 151b felt. R3� ' R38 ceiling insulation 2"x 4"collar ties ' / ,: r----� per rafter R21 wall insulation 12" �� R 30 floor insulation 7„ 518"roof sheathing nailed @ 3"on edge, 6"in field 2x8 rafters 16"oc with Simpson hurrican clips @ plate and ridge j i Ridge and soffit venting — ,y 2x6 ceiling beams 16"oc 1/2 „ —- 2x6 top and bottom plates gypson drywall with plaster finish -- ---- -- G 2x6 exterior walls framed @ 16"oc Cedar side wall over Typar house wrap 314"hardwood 112 wall sheathing nailed @ 3 on9 " e, 6"in field / — 314 sub floor glued edge, _ 1 2x 10 floor beams X 16"oc 2x6 PT sill wl anchor bolts 48"oc — �- 8"concrete foundation wall 4000 psi Final grade _ 16'x 12"concrete footing 4000psi Flood vents as per code --- Concrete dust cover with vapor barrier Michael Gaspard LLC 356 Bay Lane Centerville MA. 02632 Q 5 508-451-9448 LJ v � y � P I u C=l s e �e✓�-�� cer-�-- ss�`r�� MITIGATION SUMMARY UNDER CHAPTER 704 EXISTING PROPOSED 0 - 50' 1934 SF (DWELL) 0 - 50' 1952 SF (INCREASE OF 18 SF FOR DWELL.) 368 SF (NEW DRIVEWAY AND WALLS) . { pad ' 50' 100' 54 SF 50' - 100' 54 SF (NO CHANGE FOR DWELLING) EXISTING DRIVEWAY TO BE REMOVED: 216 SF 170 SF (NEW PERVIOUS DRIVEWAY) �o o eY _D ANALYSIS: Lo Craigville Beoch Rd. 386 SF NEW WITHIN 0-50 x 4 = 1544 SF 170 SF NEW WITHIN 50 - 100 x •3 = 510 SF / Cb CONC. BOUND 216 SF REMOVAL WITHIN 50 -100 x 3 = 648 SF CREDIT 7.41 < / / \ FOUND TOTAL OF 1406 SF MITIGATION REQUIRED & PROVIDED a / Nantucket / \ #9 Sound EXISTING RETAINING WALL / 9 7.79 SURROUNDING LEACHING 9.33 FACILTIY LOT AREA �S LOCUS MAP / .85 15,00 t S.F. p0, SCALE 1"=2000'f ASSESSORS MAP 227 PARCEL 37 x 9 18� 0. LOCUS IS WITHIN FEMA FLOOD ZONE B AS / �O ,o 10 PER CURRENT FLOODZONE MAP 83 /9.38 8 17 .10 ELEVATIONS: NGVD WETLAND FLAGGED BY HAMLYN CONSULTING 1 1. 4 62 O \ � / p \ #8 \ / EXIST. 8.03 7.20 LEACHING ♦ 9.65 AFAauTr . a / \ ♦�' Q 206 SF OF PROPOSED PLANTINGS. (SEE SEPARATE ZONING SUMMARY �� 9.45 \ x 10. 67 9.28 '�� G PLANTING PLAN) A- • ZONING DISTRICT: CRAIGVILLE BEACH DISTRICT* � / \ >> 1� �`.� *SITE IS LOCATED WITHIN CRAIGVILLE EXIST. PC / .30 8.75 �Z 8.1 VILLAGE NEIGHBORHOOD OVERLAY 8.02 PROP. WORK LIMIT LINE OF / % STAKED SILT FENCE /k 9.7\5.EXIST. ST ' SITE IS LOCATED WITHIN ESTUARINE - BENCHMARK: _ o. x s$ -ITT � :!.� i ?� PROTECTION-DISTRICT USE WATER _ ♦ _ SHUTOFF AT EL. `� ; 7.82 9.8' 8.62 9. ; EXIST. DWELL. 9. 7 06 RED LILY POND TOP FNDN. _ / j EL. 10.5' 18 REFERENCES PROP. PERVIOUS X 1 O.2Q DECK ; .44 DRIVEWAY f- ; DEED BOOK 24681 PAGE 107 10.41 7.81 ExlsT. LANDSCAPE TIE PLAN BOOK 131 PAGE 145 2 �♦ �P #5 WALL PLAN BOOK 594 PAGE 91 PROP. STONE RET.WALLS/ _ 7• (DESIGN BY OTHERS) / / PROP. 8 ' .1 #4�GE O EXIST. COBBLESTONE SEPTIC AS-BUILT CARD, DATED 7/96 (3 BR) R V. ^p 6 �p FIRE PIT /10.64 •A. 9.80 .09 / 392 \/ G EXISTING DWELLING, DECK AND FOUNDATION TO BE 11.05 qo. F REMOVED. NEW, FLOODZONE-DESIGNED FOUNDATION w� AND NEW DWELLING & DECK WITHIN FOOTPRINT. 18 SF CONC. BND. FND. ADDITION "IN-FILL" PROPOSED. PROPOSED TOP OF 9. 4 8.69 FOUNDATION ELEVATION = 15.0'. PROVIDE DRYWELLS SITE 72 FOR ROOF RUN-OFF. 10.55 o, 2 PROP. WORK LIMIT LINE OF FOR STAKED SILT FENCE ,SO 8 #1 7.49 1200 SF OF PROPOSED PLANTINGS. (SEE SEPARATE 260 LAKE ELIZABETH DRIVE PLANTING PLAN) CENTERVILLE EXIST. DWELL. 7.23 PREPARED FOR IRON PIPE FND MICHAEL J. LYONS & fax 508-362-988o KATHLEEN BRADY, TRS. I downcape.com do wn co a en ineerin inc. at"OF"' q , �- civil engineers ��,;,, �s�`�'yf `sue A;:�a cy��{ SEPTEMBER 23, 2.103 D 9 - u� o ��> REV -OCT. 17, 2013 (D/W, FILL & MITIGATION CALCS) land surveyors "l. ` 1;r� cIVII_ N 939 Main Street ( Rte 6A) �,IG, - Cis � Scale:1"= 20' YARMOUTHPORT MA 02675 (Oh o Jv O DATE \�� }}� ��R OJA;. L , sAugvL 0 10 20 30 40 50 FEET 13-175 �� ;