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HomeMy WebLinkAbout0599 MAIN STREET (COTUIT) r dais �erm,�- ,r E. ICI I '1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map b Parcel V I 1 1 4 ar Nj TAB L E Application #00 [ S 0� Health Division i; z ,. :; Date Issued /J Conservation Division Application Fee Planning Dept. Permit Fee 0 t• � Date Definitive Plan Approved by Planning Board _ ° S " N Historic - OKH _ Preservation/ Hyannis Project Street yAddress Village Owner Address Address Telephone I � a Permit Request Square feet: 1 st floor: existing proposed Zb a 2nd floor: existing proposed Total new "Zoning District P Flood Plain Groundwater Overlay Project Valuation Z5,W D Construction Type N� Lot Size - 5-u Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ii L�7� Two Family ❑ Multi-Family (# units) Age of Existing Structure l V Historic House: ❑Yes -ta No On Old King's Highway: ❑Yes 9 No Basement Type: Gull ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area (sq.ft) t Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing Zq_ ew Total Room Count (not including baths): existing _�new I First Floor Room Count Heat Type and F I: UGas ❑ Oil ❑ Electric ❑ Other Central Air: ❑/1'es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Y P g g es ❑ No Detached garage:V existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CJY 1 Telephone Number Address J C License # ITI IC ��K�C, I ► I bawl_') Home Improvement Contractor# Email Worker's Compensation # _ ` /Z UD J `rt' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 1..� SIGNATURE DATE J 1�� FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 'y v 4 DATE CLOSED OUT ASSOCIATION PLAN NO. CREScheck Software Version 4.6.1 �J( Compliance Certificate Project Ashley Residence Energy Code: 2012 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 599 Main St. Capewide Enterprises Cotuit, MA Compliance: 0.0%Better Than Code Maximum UA: 54 Your UA: 54 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 Ceiling 1: Flat Ceiling or Scissor Truss 285 38.0 0.0 0.030 9 Wall 1:Wood Frame, 16"o.c. 108 21.0 0.0 0.057 5 Door 1:Solid 20 0.250 5 Wall 2:Wood Frame, 16"o.c. 207 21.0 0.0 0.057 10 Window 1: Wood Frame:Double Pane with Low-E 23 0.290 7 Wall 3:Wood Frame, 16"o.c. 108 21.0 0.0 0.057 6 Window 2:Wood Frame:Double Pane with Low-E 11 0.290 3 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 280 30.0 0.0 0,033 9 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 2012 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Ashley Residence Report date: 05/15/15 Data filename: C:\Users\petebizl0\Documents\REScheck\Ashley.rck Page 1 of 8 ` I I ' , 1 REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that.a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Seon � . pPlans Yerif�ed Flel�d Uer�fied Complies=9 CommentsAssumpt�ons` # Pre Ins ectron/P,an_Revlew Values Value < ��, �� , & e iD fie, 103.1, ,Construction drawings and `,z via o-U % ❑Complies 103.2 `documentation demonstrate ❑Does Not ; [PR1)1 ro energy code compliance for the � � r, []Not Observable :building envelope. ❑Not Applicable 103.1, 'Construction drawings and ; a,£ ❑Complies 3 103.2, Fdocumentation demonstrate IR ❑Does Not 403.7 ;energy code compliance for [PR311 lighting and mechanical systems ,,❑Not Observable 3 Systems serving multiple ;k ❑Not Applicable , ;dwelling units must demonstrate f_ 3 'compliance with the IECC , s 'Commercial Provisions. 3OF2 1` Heating and cooling equipment is' Heating: Heating: ❑Complies ;sized per ACCA Manual S based ' Btu/hr Btu/hr ❑Does Not [PR2J22 ,on loads calculated per ACCA ' Cooling: Cooling: } 3 Manual J or other methods ❑Not Observable , 55' approved b the code official. E Btu/hr Btu/hr []Not Applicable 3 pp Y 3 E 1 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 medium (Tier 2) 3"•. Low Impact(Tier 3) Project Title: Ashley Residence Report date: 05/15/15 Data filename: C:\Users\petebizl0\Documents\REScheck\Ashley.rck Page 2 of 8 w � 2012 IECCTM IW founds#ion Inspection Complies? - w CommentslAssumptions �" 30 2 1� A protective covering is installed to ;❑Complies [ 011]? protect exposed exterior insulation ❑Does Not - : and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403 8, y 'Snow-and ice-melting system controls:❑Complies [FO12]� il installed. ❑Does Not a '� z t ;❑Not Observable ❑Not Applicable ` Additional Comments/Assumptions: 4 •4 , 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Titl • Ashley Residence Report date: 05 15/15 Data filename: C:\Users\petebizl0\Documents\REScheck\Ashley.rck Page 3 of 8 9 Plans 1/erified FieldVer�f�ed ; # Framing/,Rough IninspectJon Comphesa �Gommerts/Assmpt�ons .. Value Value �� *Req JM 0 ,yin, Y �' _ 402.1.1, ;Door U-factor. U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 ❑Not Observable ; ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ❑Does Not ;table for values. 402.3.3, 402.3.6, ❑Not Observable ; 402.5 ❑Not Applicable [FR2]1 303.1.3 'U-factors of fenestration products ❑Complies j [FR4]1 -are determined in accordance f ❑Does Not ;with the NFRC test procedure or taken from the default table. ,• &;r, []Not Observable ❑Not Applicable 402.4.1.1 !Air barrier and thermal barrier ' U ❑Complies [FR23]1 'installed per manufacturer's ' ❑Does Not ;instructions. ❑Not Observable []Not Applicable 3 402.4.3 'Fenestration that is not site built ❑Complies � r [FR20]1 ;is listed and labeled as meetings :,k;[]Does Not AAMA/WDMA/CSA 101/i.S.2/A440 ;or has infiltration rates per NFRC h " ❑Not Observable F400 that do not exceed code ❑Not Applicable j ;limits. ` ' . .} 402 4 'IC-rated recessed lighting fixtures$ `` =h ❑Complies IERM—Wisealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm � r leakage at 75 Pa. 3[]Not Observable ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- '.❑Complies [FR12]1 insulated to >_R-8.All other ducts R_ R_ ❑Does Not in unconditioned spaces or ; []Not Observable outside the building envelope are; ;insulated to>_R-6. ; ❑Not Applicable 403.2.2 Al joints and seams of air ducts l ❑Complies 3 [FR13]1 'air handlers,and filter boxes are ❑Does Not sealed. �3 ; �,a z y_[]Not Observable , ❑Not Applicable 403 2 3 Building cavities are not used as ❑Complies [FR15j3 ducts or plenums. ❑Does Not []Not Observable ; ' �•`❑Not Applicable E 4033 HVAC piping conveying fluids R- R- ❑Complies [FR17j? above 105 4F or chilled fluids ❑Does Not .below 55°F are insulated to zR- ❑Not Observable 3. ; _N. ...... .. ❑Not Applicable 403.3.1 'Protection of insulation on HVAC " ❑Complies [FR24]1 piping. N ❑Does Not ❑Not Observable ❑Not Applicable 403-42°�Hot water pipes are insulated to R- R- :❑Complies [F�'18]4 >_R-3. E ❑Does Not -]Not Observable ;❑Not Applicable 1 High Impact(Tier 1) Z;°,Medium Impact(Tier 2) E3 Low Impact(Tier 3) Project Title: Ashley Residence Report date: 05/15/15 Data filename: C:\Users\petebizl0\Documents\REScheck\Ashley.rck Page 4 of 8 Sect,on amr"ng%Ro gh In-lnspect,on3 Plans�/er,fied� F,eld�Yer,f,ed ,CompUes? Comments%Ass m t,o s Value YaWe p 403 5 Automatic or gravity dampers are k ' 3 1€[]Complies [+FR19)2 installed on all outdoor air r r� ❑Does Not intakes and exhausts. q ❑Not Observable rT ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3`Low Impact(Tier 3) Project Title: Ashley Residence Report date: 05/15/15 Data filename: C:\Users\petebizl0\Documents\REScheck\Ashley.rck Page 5 of 8 t P Plans ver�f�ed 'Field Ver�f�ed Compl es?� mme tslAssump � s # Insula t on ins eckion 303 lf''. All installed insulation is labeled 4 ❑Complies [IN313]?' or the installed R-values fry ' 3 I4ar y%:❑Does Not provided. []Not Observable ❑Not Applicable 402.1.1 ;Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ; ❑Not Applicable j 303.2, Floor insulation installed per a y , stir X't❑Complies 402.2.7 'manufacturer's instructions, and V. ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. ', ' ,; - ❑Not Observable , ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a' R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood El wood ❑Does Not ;table for values. 402.2.6 :wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 'exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable • 3 i t 303.2 'Wall insulation is installed per i �'? ` ' '' ❑Com li [IN4]1 manufacturer's instructions. K"10 ❑Does Not ❑Not Observable ; 3 a a •, , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 7 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Ashley Residence Report date: 05/15/15 Data filename: C:\Users\petebizl0\Documents\REScheck\Ashley.rck Page 6 of 8 j Section < r= Plans Ver�f�ed Field Verified #, Finallnspec#ion Provisions �� ComPhes? Comments/Assumptions 1u 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E ;❑Not Applicable [FI1] pp 303.1.1.1,;Ceiling insulation installed per , rgP, ❑Complies 303.2 ;manufacturer's instructions. y ❑Does Not (FI211 BlownZinsulation marked every 300 ft . ❑Not Observable ; ❑Not Applicable 40242 3�"jVented attics with air permeable ` ❑Complies [F122J2 sinsulation include baffle adjacent y °3;,[]Does Not Ao soffit and eave vents that ;extends over insulation. 3❑Not Observable 1 ❑Not Applicable 402.2.4 `Attic access hatch and door ( R- R- ❑Complies (F1311 insulation >_R-value of the ❑Does Not a ;adjacent assembly. -]Not Observable ' ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F117]1 `:.ach in Climate Zones 1-2, and ❑Does Not ; ;<=3 ach in Climate Zones 3-8. ❑Not Observable ' ❑Not Applicable j 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ':❑Complies [FI411 E cfm/100 ft2 across the system or ` ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ; handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable 'occur during Framing Inspection. E ; 403.2.2.1 'Air handler leakage designated ❑Complies [F12411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable 4P []Not Applicable ,3 403'll 1 rogrammable thermostats ❑Complies F19z =installed on forced air furnaces. „3 r' " ill ❑Does Not ❑NOt Observable ; ❑Not Applicable 403i2 ;Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. -]Does Not - j ❑Not Observable ❑Not Applicable ; 403 4n1 ;Circulating service hot water' 3 yr �7+r '.❑Complies ; if, systems have automatic or - ❑Does Not kF accessible manual controls. []Not Observable ❑Not Applicable 403 5 1��AII mechanical ventilation system - _ ❑Complies ; [PI25J2 , £fans not part of tested and listed ❑Does Not 3 a HVAC equipment meet efficacy , ❑Not Observable ' and air flow limits. ❑Not Applicable licable 3 . u. 3 404.1 75%of lamps in permanent ' ' ❑Complies [FI611 ;fixtures or 75%of permanent 3 :ix ,,❑Does Not 3 ;fixtures have high efficacy lamps z k _ ❑Not Observable ':Does not apply to low-voltage ,;a:lighting. `k '' dun ❑Not Applicable , , 1 High Impact(Tier 1) mpact(Tier 2) 3"' Low Impact(Tier 3) Project Title: Ashley Residence Report date: 05/15/15 Data filename: C:\Users\petebiz10\Documents\REScheck\Ashley.rck Page 7 of 8 . Plans Yerfled Fleld#/erafied �`� .. # �Flno nspectlon Proulslens �Comphes? ommerlts]Assumptlohs� ,,.. , . . � -..., �� � •,. gin._�... � •w��> 404 1 1 ;Fuel gas lighting systems have ❑Complies [FF23]3 tno continuous pilot light. ❑Does Not -]Not Observable El Not Applicable as,�„�ss' rva•• 401 3 Compliance certificate posted. ] ''°❑Complies Z ; UDoes Not [FI7l ❑Not Observable ❑Not Applicable 303 3 ,Manufacturer manuals for Y ❑Complies [FI18]3 mechanical and water heating y" ❑Does Not systems have been provided. y p R ❑Not Observable (❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) j,,,-,3d Low Impact(Tier 3) Project Title: Ashley Residence Report date: 05/15/15 Data filename: C:\Users\petebizl0\Documents\REScheck\Ashley.rck Page 8 of 8. 2012 ICC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.25 Heating System: Cooling System: Water Heater: Name: Date: Comments C�/e�oomrmaa�uoeall�i o��aaeac�,..eaella Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: 143358 Type: Office of Consumer Affairs and Business Regulation . xpiration:.; 71gld'If Ltd Liability Corpor 10 Park Plaza-Suite 5170 s# Boston,MA 02116 CAPEWIDE ENTERPIIs RICHARD CAPEN 4507 R RTE 28 COTUIT,MA 02635 Undersecretary kj4ot valid witho ignature ' Massachusetts -Department of Public Safety. . Board of Building Regulations and Standards Unrestricted-Buildings of any use gaup which Construction Supervisor' License: C!%-089273 contain less than35;000 cubic feet(991m )of enclosed space. RICHARD M CAFO ��. 122 WHITMAR d) • Cotu3t MA ed 0263 ' arrertf Mon of the Massachusetts W1%0, Expiration Failure to possess s 1112T12015 State Building Code is cause for revocation of this Ike"". Commissioner For ups Ucensins Inforrnatlon visit: www.Mass.Gw/UPS AC R® D (MM/DDrrrY� CERTIFICATE OF LIABILITY INSURANCE F412:2015D (M 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 endorsemen s. PRODUCER NAME: Estano Rogers&Gray Ins.-Kingston Branch PHONE 63 Smith Lane A/C No Ext: 78-722- 0 FAX No:877-816-2156 Kingston MA 02364 EMAIL 9 ADDREssA s an r ers_gray.Co INSURERS AFFORDING COVERAGE NAIC# INSURER A INSURED CAPEENT-01 INSURER B;Ar ell Indemnity Iniurance Capewide Enterprises LLC INSURERC: J.P.Macomber&Sons 153 Commercial Street INSURERD: Mashpee MA 02649 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:452930371 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 ___Kb5E POLICY EFF POLICY EXP LTR TYPE OF INSURANCE I INSR WVD POLICY NUMBER MWDD MWDD LIMITS A GENERAL LIABILITY 8500050813 /30/2015 /3012016 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY AMAGE TO RENTED PREMISE Ea occurrence $250,000 CLAIMS-MADE 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 POLICY X PRO- LOC $ B AUTOMOBILE LIABILITY 1020017539 20/2015 /20/2016 Ea accident) $1,000,000 ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS X AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ $ B X UMBRELLA LIAB X OCCUR 4600050814 /30/2015 /30/2016 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$10 000 $ B WORKERS COMPENSATION 9120510414 /14/2015 /14/2016 X WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N T L R ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. ACHACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA , (Mandatory in NH)Ifes E.L.DISEASE-EA EMPLOYE $1,000,000 y describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Leased Rented Equip 8500050813 /30/2015 /30/2016 LR Limit 130,000 Properly Building Limit 860,000 Business Property 80,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Evidence Of Insurance ACCORDANCE WITH THE POLICY PROVISIONS. AU ED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD i I The Commonweaith of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Bostonl),KA 02111 www.mass:gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/It i Please Print mbers ibl Work P A licant Information ! i Name(Business/organization/Individual): ! Address: / 3 Q� hone#: City/State/Zip: Type of project(required): box: �i YP Are ou an employer?Check the appropriate6 New construction 4, [] 1 am a general contractor and I I. I am a employer with____ * have hired the sub-contractors 7 Remodeling employees(full and/or part-time). (fisted on,the attached sheet._ 8 Demolition 2.❑ I am a.sole proprietor or partner- These sub-contractors have ship and have nq employees workers!'COMP.Insurance. 9• wilding addition working for me in any capacity. 5 We are a.!corporation and its Io,[j Electrical repairs or additions [No workers' comp.insurance officers.have exercised their 11:[]plumbing repairs or additions required.] right of exemption per MGL 3.❑ I am a homeowner doing all work 4 •and we have no 12.❑Roof repairs myself. [No workers' comp. employees.[No workers' 13 []Other insurance required.)t comp.insurance required.] encation clicy information. such. 'Any applicant that checks box 01 must also fill out the section below showing then workers'comp pOlt oli information. t Homeowners who submit this affidavit indicating they doing ell work �nemed then hof the sub-contractor, ire outside dr and their workers`com�pap it�dicating ;Contractors that check this box must attached an addition r .r.e Olicy and lob site I am an employer that Is providing worker'compensation Insurance for my employees Below Is r information. N_ U b Insurance Company Name: JU/�/1 I �✓ ; Expiration Date: r Policy#or Self-ins..Lic.#: ,1/IMn,,A;nDS City/State/Zip: Job Site Address: ,J '� tion policy declaration page(showing the apolicy number and expiration date). imposition m Attach a copy of the workers' compensa osit on of criminal penalties of a Failure to secure coverage as required under Section 25A of MCIL c. 152 can lead to the unp fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties statement may be forwarded to theform of a STOP ffice ofd a fine of up to$250.00 a day against the violator. Be advised that a copy of this Investigations of the DIA for insurance coverage verification. cerll under the pains and penalties of perfury�that the information provided above is true and correct ereby fy IdoIt D to: Si 'nature: Phone#: Official use only. Do not write In this area,to be completed by city or town official City or Town: i. Permit/License# Issuing Authority(circle one): 1. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. 6, Other I i. Phone#: Contact Person: i I .,�*1ME ti 'Town of Barnstable. . Regulatory Services MASS. Thom'a�s,7F.Geiler,Director Building DiI V i ion Tom Rerry, Building Commissioner 200 Main Street, Hyannis;MA 02601 www,town.barnstablecma.us Office: 508-862-4038 Fax: 50$=7.90-6230 Properly Owner Must Complete and Sign This Section If Using.A Builder I, � 1�1JY DI CAI/ 1 ,as Owner of the subject property hereby authorize to act on my behalf, in an matters:relative to;work authorized by this building permit application for ' kiCu r Sb-u,+ 0t of (Address of Job) Signature of Owner Date Print Name Q:Fox.,S.:O NERPERMISsrox HOJ ' �tr� Co vq AWC Guide to Wood Construction in_glgh ft d keasr -11O mph Wind Zone Massachusetts Checklist:for Compliauce(7ao CMR 53OL2,1-01 Q Chxk Compliance ...........................110 mph 1.1 SCOPE B Wind Spesd.(3-sec.gust) ....... .......... ... ....................................... ........................................ osure Cate o ••••••••••••'•"'"' Wind Exp 9 ry:...................... • •y- stories s 2 stories ✓ 1.2 APPLICABILITY S 12:12 ..roof whim-exceeds 8 in 12 slope shall be considered a story Number of Stories(a .....................(Fig 2) .....•................................. ft s 33' Roof Pitch ..................................................... (Fig 2) ......................................... Z ft S 80' Mean Roof Height ... ....... ....................................... ..(Fig 3)......... . ...I.... .................... , Building Width,W .......................................... (Fig3)........................................... ..?., ft s 3, Building Length L ............................. .......................... Fi 4 .....................••...................*U9* 1._s 3.1 ✓'"'�i Building Aspect Ratio(lJW) .........2......I..................... 9 . Nominal Height of Tallest Opening .......................... .........(Fig 4)............................:.................. 1.3 FRAMING CONNECTIONS (Table 2).................... ........... ...................... General..complianee with framing connections............ / 2.1 FOUNDATION J Foundation Walls meeting requirements of780 CMR 5404.1 .............•. 44— Concrete.............................................................. .... .................. .• .. ............................1.......... . Concrete Masonry ..................................... 2.2 ANCHORAGE TO FOUNDATION'" 5/s"Anchor Bolts imbeddad or 5/8"Proprietary Mechanical Anchors as an alternative.in concrete onl in Bolt Spacing-general............1...... .. ......... (fable a).............................. in.5 8"-.12" ,.... ..... ........... (Fig 0) Bolt Spacing from endljolnt,of plate .<............. . ..... ly in.Z 7" Embedment-concrete..........•.....•.......................(Fig 5). ....................................... in.Z 15" N Bolt Embe .(Fig 5)..................................... Bolt Embedment-masonry....................................... .......t 3"x 3'x'/." PlateWasher. .............................................................(Fig 5)...,..............I.................... / .. J 3.1 FLOORS checked. (per780 CMR Chapter 55)........................... .. . .. �,f Floor framing member spans ......................... .(Fig 6).........,................55)............... ft s 12' nin Dimension.................................. .. - � Maximum Floor Qpe 9 Floor r #rom.ExterioWail(FigB).........•••••••••••••••••••••• •• FuliHeightWalLStudsat Maximum Floor Joist Setbacks .(Fig ....... ft s d Supporting Loadbearing Walls or Shearwali... ......••• Maximum Cantilevered Floor Joists 8) ... ....*..... —ft 5 d Supporting Loadbearing Walls or Shearwall................(Fig .................. Floor Bracing at End.walls. .................. ....... •.(pe(Fi9 780 CMR Chapter 55)........ .......••• �, w Floor Sheathing Type ..................... ............................. (Per 780 C Chapter.55) Vin. Floor Sheathing Thickness ...... ............•• • '""•""' (Table 2):. d nails at b in edge! 1 y in field Floor Sheathing Fastening..................... ..................... ••• ~• 4.1 WALLS / r Wall Height (Fig 10 and Table 5)............I........... 2 ft s 10 Loadbearing walls...............................:............... (Fig 10-and Table 5):..................... ft s20' Non-Loadbearing walls........ ...(Fig 10 and Table 5)................. .I in.s 2a'o:e. Wall Stud Spacing ................................................... ..... (Figs 7&8)......................................... —ft s d A-I Wail Story Offsets ...................................................... 4.2 EXTERIOR WALLS! Wood Studs (Table 5).............................2x -..�ft l/ in. Loadbearing.wails....... .............................................. (Table5)............,.............. .2x - ft.�• Non-Loadbearing wails.................................................. Gable End Wall Bracing r .............................. Full Height Endwall Studs.. ..... (Fig 10) .............................. ft zW/3 WSP Attic Floor Length........:..........:..........................:( Ig 11). ....� a 0.9W Gypsum Cell ing Length(if WSP not used).................. ..... 6 ft,o.c...(Fig 11 ........................................ and Z x 4 Continuous Lateral Brace� s >..................... . on x 3 ceiling furring strips 016 spadng min.with 2 x 4 blocking®4 ft.spacing In end SOW 0r tniss bays_ Double Top.Plate ...(Fig 13 and Table 8)..,,•„•..I........•••••••••••••••.••. ft Splice Length ...........:............................... ... ....... able6 ........................� ' Splice Connection(no.of led.common nails)..•..........(T )•••• ' AWE Guide to Wood Construction in High Wind Areas.- 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 53012.1.1)i ✓ Loadbearing Wall Connections n(Tables ....... Lateral(no.of 16d common nails)............................... Non-Loodbearing Wail Connections able 8)...................................................... common nails)..............................:(T compliance to Table 9) Lateral(no.of 16d . nin s for comp in, Load Bearing Well Openings(record largest opening but cheek all,ope g 8 g (fable 9).................................. L ft in.511' Header Spans ........I..................... .............................................(Table 9)...........................,.... _........ Z Sill Plate Spans able:9) ...................................(f s for comply8'to Table9) Full He Studs(no.of studs but check all opening 2' Baring Well Openings(record iargest.opening. n. --� Non-Load B ............(fable 9)........................ ..QLft tn•512' Header Spans:...................................... ........(Table 9)............... ............ .................................... ..I (Table 9 Sill Plate Spans.......... ................................ Full Height Studs(no.of studs) Exterior Wall Sheathing;to Resist Uplift and Shear Simultaneously Minimum Building Dimension.W 2 ...................... ........... ...................... Nominal Height of Tallest Opening ...........(note 4) "...... L4-- Sheathing Type............................. 10 or note 4 if less)..................... . _S in. Spacing .(Table jo_in. Edge Nail Sp 9.......................................(Table 10), . .................................... Field Nail Spacing(no......... 16d common nalls)(Table 10) ...... .......................... � Shear Connection(no (Table 10) percent Full-Height Sheathing....:.................. Design Concepts)-....•••••• / 5%Additional Sheathing for Wail with Opening y 68 ( aximum Building Dimension,L z. ............................. -�•� Nominal Height of Tallest Opening 4) .................................................... Type ............(note .44 If . J-In. Sheathing,. ............................... (Table 11 or note -less)..................... �in. Edge Nail Spacing.......................................(fable 11).............................................. Field Nail Spacing able 11 ..............................^ no of 1Bd common nails)(Table •• •••• Shear Connection.( (fable 11) ••'•"'•""""' ............................. tj Percent Full-Height Sheathing..••.............•••`' >6:8' Design Concepts).........:.......... 5%Additional Sheathing for Wail with Opening ( / Wall.Cladding ....... .............................................. ................................... Rated for Wind Spee d?................................ ,. 5:1 ROOFS ft 5 smaller of 2'or U3 Roof Overhang ...••••••••••••••••••• — Roof framing member spans checked?•••••••••••••'••"•••••(For Rafters use AWC Span Tool,see BBRS Webs to .............................(Figure 19)..............,.L Walls Truss or Rafter Connections at Loadbearin9 r(} Proprietary Connectors ................................... .,U=aldl pif Uplift................................................ .. ........................................ .(Table 12) . ........L=JIL PH -� (fable 12).............................................S=�pif Lateral......................... ....... . ..... (fable 12)........:...................... Shear.......................................... able 13)............,.................T= Pif Ridge Strap Connections,it collar ties not used per page 21... (T .f 5 smaller of 2'or U2 Gable Rake:Outlooker..................:.......................(Figure 20)............. Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors U=`i f2 Ib. ✓� Uplift.........................................I...... (fable 14)............................. Ib. ......................L Lateral(no.of 16d common nails)...(iable 14)................ (per 780 CMR Chapters 58$n 59):............ Roof Sheathing Type.................................................. ................. . .............. in.t 7116'WSP Roof Sheathing Thickness................. .............. ..... ...... .(Table 2).................................................. ......•.. .. ............... ....... Roof:Sheathing Fastening.......................................... .to comply with the requirements of Notes: the a 1. This checklist shall.be Item 1n Its entirety,If the checklist,excluding its Pacific tlraty then requiredfootowing ed in 2, etal straps and hold downs are not 780 CMR 6301.2.1.1 required Per the WFCM 110 mph Guide: a. Steel.Straps per Figure 5 b. 20 Gage:Straps per Figure 11 C. Upiif Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 1.8a and Figure 18b 2, Exception:Opening heights of up to 8 It,shali.:be permitted when 5%is added to the percent full sheathing . requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness prageti fa tr9at@d OZ�MUG- AWC Guide to Wood Construction in High°Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 eMR 5301.21.01 4. a. From Tables ip and t.l,and location ofi wall.Sheathing.and Building Aspect Ratio,deteumine Percent Full-Height Sheathing and Nali spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/181 and be installed as follows: I.- Panels.shall be installed with strength axis parallel to studs. 11, All horizontal joints,shall occur over and be nailed to framing.. Ili. On single story construction,-panels shall.b9 attached to bottom plates and top member of the double top Plate. IV, on two story construction,upper panels shaft be attached to the top member of the upper double top plate and to band joist at bottom of panel:Upper attachment of lower panel shall be made to band joist and.lower attachment made. to lowest plate at first floor framing: v. Horizontal nail sparing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 Inches on center per figures below:Vertical and Horizontal.Nailing for Panel Attachment WAMMU69MMAU AT.B'b+c. lji� H H t � I 1 H � 6 V , r• See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment h Wind Zoi:e AWC Guide to Wood Construction`in High Whid Areas: 110 mp Massachusetts-Checklist for Compliance(780 cMR 53o1.z.i:1)' i I I. , j Nr l�t1dL.PT18�1 � PMI�. PAR .ta> ��ups o osrxY Detail Veitioal and Horizontal Nailing for Panel Attachment j I I E TOWN OF BARNSTABLE 33ARISTABLL MM& 0 11110 BUILDING INSPECTOR APPLICATION FOR PERMIT TO ....OKI.... ............................... TYPE OF CONSTRUCTION ... ...... .... .......... 4 ......... ...... .... ........... ..................... . ... .. TO THE INSPECTOR OF BUILDINGS: The undersigned- hereby applies for a permit according to.the following information: ...................................................... Location ......A.��.........Ak��'?.......Isyree . ...... .. ................ ....... ProposedUse ...........t.C.45.ld.d-,n.C-Q............................I............................................................................. ..................I......... Zoning District .................).?, 6...........2........................................Fire Dist (��........................................................... U It Name of Owner ..........Addy 71 %. 4zn J.1.......cttm ............................. Nameof Builder ............ ......................................Address .................................................................................... Nameof Architect .........Azc�..16A........................................Address ..................................................................................... Number of Rooms .............7 .......... . ................ .. ............ .......... Foundation ....... ........ Exterior ......... .......................................................Roofing ........ le— ......... .. . ... . ............................. Floors ...... ......................................Interior .............0.. �e.r...............I Heating ....... ....... ................................................Plumbing .............. ............... S......................... Fireplace ................ . .... . ......t................................Approximate Cost .................................................. ... ................ 411 " Difinitive Plan Approved by Planning Board ------- 4z----19- -e—, 7 - a 6-9 . THE PROPOSED METHOD OF PRG� ""'N Diagram of Lot and Building with Dimensions 1".�—'i 1-'i G FOR SANITARY WATER SUPPLY, SEWAGE DISPOSAL AND DRAINAGE IS HEREBY APPkuv'L--1 71 TOWN OF BAR STABLE. BOARD OF HE TH A LICENSED INSTALLER MUST -08T IN SEWAGE PERMIT, AND INSTALL SYSTE X LICENSED IT, AND TOWN OF BAR — " "�7 0 BOARD F HE L M ST INSTALLER U 'OE3T I INSTALL SYST M NSTA -E o /-D -13 t, or------------- 'j DDo o I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ......... ................. 4 Ashley, Donald J. _9F1VrrWP No A:?2 02... Permit for .....1 1�2 story} single family dKggl ng................•..... Locooff Main St. �- ion .......... ....... ......... ........ ........ ........ I , Cotuit ............................................................................... . Donald J. Ashle } Owner ..........................................Y..................... Type of Construction ....................flea e........... I) > f ................................................................................ ! , F f Plot ........................ Lot ................................ }1 Permit Granted ........ �' 29 19 69 Date of Inspection ../.�:1... ..".6. .............19 Date Completed ../... �.....19 PERMIT REFUSED ......................................................... 19 - ..................................................................... , t?'..................................................................... .................................................. ......................... jr ............................................................................... !' t Approved ....... 19 ................................................... I t Y TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION - Please print. - ' DATE —Ltb r 1 19� JOB LOCATION �%' /'!�f j�i h 0263.j Number Street Address Section Of Town "HOMEOWNER" 4', n Name � T�- Zg 6 6 7 3 16-2-2,,,v .Y3Lb Home Phone Woric Phone PRESENT MAILING ADDRESS PQ � � City/Town State Zip Code The current exemption for "homeowners" was extended to include owner- occupied dwellings of six units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(s) 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 to six family dwelling, attached or detached structures 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 109.1.11 The undersigned "homeourner" assumes responsibility for compliance with the State Buildinc Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Euilding Department m.nimum inspection procedures. and requirements HOm-OWNEP'S SIG';hTUF.E -lea A.PPROVF.L OF EUILDING OFFICI7-L Note: Three family dwellings 35,000 cubic feet, or larger, will be recuired to ccnply with State Building Code Section 127.0, Constructicn j HOME Oj-TNER'S EXEMPIK The code states that: "Any Ho me Owner performing work for which a . permit is required shall be exempt from the provisions of this h a building (Section 109.1.1 - Licensing of Construction Su Home Owner engages a person for hire to do such o=ks ; section Owner shall act as supervisor." �� Provided that if• , that such Home Many Home Owners who uses,,_this exemption are unaware that the the responsibilities of a supervisor (see A Y are assuming for Licensing Construction Supervisors ppendix Q, Rules and Regulations awareness often. results in serious t Section 2.15) . This lack og f a .ons Owner hires unlicensed Problems, particnl arty when the Rome against the unlicensed p person as it would with Ourn this case Board cannot proceed ensed Home Owner acting as supervisor is ultimately responsibleupeNisor. The To' ensure that the Home Owner is fully aware of his/her res on ' many communities require, as part of the e P sibilities, Owner certify that he/she understands the responsibilities df a Perm application, that the Rome On the last page of this issue is a form currently used b several You may care to supervisor amend and adopt such a form/certification for use lin you; community. Assessor's office(1st Floor): Assessor's map and lot numbjr �� 3 of TNf t0 SEPTIC SYSTEM MUST BE Conservation(4th Floor): gn',q"TAL;LE,0 IN COMPLIANCE Board of Health(3rd floor): = WITH TITLE� ' TULZ Sewage Permit number _ t sea""L ENVIRONPAENTAL,CODE ~�' 0s o. Engineering Department 3rd floor): AND � House number TOWN REGULATOONS oe�Y Definitive Plan Approved by Planning Board 19 ' APPLICATIONS PROCESSED'8:30-9:30 A.M.and 1:00-2:00 P.M.only t TOWN OF BARNSTABLE `BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION _ f+� } t / 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accordinrg-to the following information: Location J�"9� 1�1Gc 1 h S�" ; Cd 4_1 c �4 D 2-63 1 Proposed Use Zoning District Fire District Name of Owner .LJ071C1�� /f�7r1 �A 4 1 Address ;: * Ah/h• 451' Name of Builder J Address / Name of Architect Address Number of Rooms Foundation Exterior (9Ll9SS Roofing Floors (-/�! t E Interior Heating Plumbing Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fees OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Ssipervisor's License ASHLEY, DONALD & ANN -> No Permit For ADD GREENHOUSE Single Family Dwelling Location 599 'Main Street . Cotuit r' Owner Donald & Ann Ashley Type of Con Framestruction _ `•t ' Plot Lot - - Permit Granted Apr i 1 l 9, 19 94 Date of Inspection: Frame 19 n _ InSulatgn 19 kFireplace '� 19 Dafe,Cq►x�pted; 19,- F r; '3 r t i • t � ® r Assessor's map and lot number ...... ....... . ....... ... . THE 70�y Sewage Permit number ./.!:0........... ...... . ., . d House number. �........ .'...:`.........:..... Z EASHSTULE, j y MAea , 4p i63q. \0� TOWN OF ' BARNSTABLE = BUILDING NSPEGTGR `r n i APPLICATION FOR PERMIT TO ...:...: Q.X1d..1,0�...... ..11..... .. ....... ..............: .......:....f1. � � .. Y , TYPE OF CONSTRUCTION ......a....e�r... e r4��.2 ........................ . ........ ........1......19..4 . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a-permit according to the following information: Location ...... ..l.q........... �.I.n.........a�1 1 PC�. ..............:. .......................... ................................ ProposedUse .. .. 0 ................................................ .......................:................................. Zoning District , �. ........Fire District 4. ............................:.......... ... ......... ... .. .... Name of Owner_ . .h.0..1. ......TT, .�. ... .....:...Address .. .1.. .........!l.IQ.�.Y1......�1 .........5. �1.. ... Nameof Builder° ................. ....................... . .......... :Address .......................... ................................................... Nameof Architect `.................................... ..........................Address .................................................................................... 'Number of Rooms ............. ......Foundation ..&/.11,Q4c I<.. Exierior ..... ..�:�� .� ., ..... ..................... ...................Roofing .......4)� ,t .f... -............................................... Floors ....... .a. r-: ... .:.......................'................Interior .;:......:jCW ................................ . ..... ........................ Heating ................................................Plumbing ............. .......... ......... ...................................... .. / U r✓ v Fireplace Approximate Cost .:.....'7$....................................,.. ............. r Definitive Plan Approved by Planning.Board -------------------_-----------19________. Area ......7a�.4T. .................. ..:. Diagram of Lot and. Building with Dimensions: Fees. SUBJECT TO APPROVAL OF BOARD OF HEALTH 1,2 . ' 46 2- OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS r I hereby agree to,conform.to all the Rules and Regulations of the Town of Barnstable regarding the above ; construction. Name ........... .. ................. Construction Supervisor's License .................................... r No 26670.„ Permit for .,Build Garage......• ........Acces s=y...to..Dweiling........................ Al Location 599 Main Street. ..... w cotuit Owner .Donald Dohald.,Ashl��_y............ ti _+ y Type of Construction' .... ralm..... .............................................. ........... •. •........ . + ` • , _ , ' .*; Plot ............................ Lot'�................ Permit Granted ...oijay...9.9. .... ...........19 84 t`t Date of Inspection ............ ry l•9 ! _ Date Completed ....`%: .......... 19 { i , Assessor's map' and lot number .........� ..... . �... e..... .' �F TN E'T��♦ i Sewage Permit number . ...01...... eoa..4. ..­ 1•/. ...........:- / ,' s BARNSTABLE. i .House. number .... �.. ........:.. :..........:.........:..... 90 rose p t639• \0� TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ...:......D0.yt.<jj.(f..........'I. K Ash��.:.. .................................. ......... TYPE OF CONSTRUCTION ......a....ME...do. C�.�.�.�................................................................................. ................. `.. .......!.......19. ` --TO THE INSPECTOR OF BUILDINGS: The undersignedQ hereby applies for a permit according to the following information: Location �� 1 ........Mq..i.n ........................... ................................... Proposed Use .....Or.1.1J a tP ...:..:.`��a r a P I ......... Zoning District ..............R... .:............................:...................Fire District ........ .... Name of Owner sY1 Ol C` ..L� .�..�.:�-� .Address ,59q ) / IQ I Vl ST .........(,;�.� Nameof Builder .....................................:..............................Address .................................................................................... Name of Architect ..........................................a.......................Address .................................... Number of Rooms ..................................................................Foundation ..&.1MAJ..........b 0���.............................. Exterior .... '` .. .t.1. .I{. .........................:........................Roofing `sp ha...I fi ................. l Floors .. .......(..)J .±...............................................Interior .,...........-.. ............................................................ Heating ..................................................................................Plumbing ................................................................................ Fireplace ..................................................................................Approximate. Cost :...... .......................................:................ .-a Definitive Plan Approved by Planning Board -------------------_-----------19________ . Area ......,................................... Diagram of Lot and Building with Dimensions Fee ..... .1.7`l.. SUBJECT TO APPROVAL OF BOARD OF HEALTH yl J 2- OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..................... V U Construction Supervisor's License ................................... � /AGBIE[' DJ0ATID A=36—I9 26S7U No -----.. Permit for -����g`.��l�#J�--. ` ---' .tg. ------.. ' ` Location ....599..8wn.�txeet........................... � ------ ............................................... Ovvne, --..I}PO4]d ........................ Type of Construction .....Frame......................... ` --------------------------` ` Plot ............................ Lot ................................ ' ` ' � 9 PermPermit —Granted —J\�l~'= ..�y..................... 84V ' . Date of Inspection .......................... .........lg ' DoteCompleted ....................................... \~~� ' . ` ` . ^ ^, . U U' ol NOTES: ZONING DISTRICT: RF \ It 1L WELLHEAD PROTECTION OVERLAY DISTRICT \ =' 1.) PROPERTY IS LOCATED WVITHIN THE LOT AREA=24,414 S.F. WELLHEAD PROTECTION OV(ERLAY • r�- � REQUIRED PROPOSED DISTRICT AND THE ESTUARINE \ WATERSHEDS. FRONT SETBACK= 30' MIN. 105.4' • �'� q J r SIDE SETBACK= 15'MIN. 46.4' o ` REAR SETBACK= 16 MIN. 68.9' LOCUS- SYSTEM *• • 2.) LOCATION OF EXISTING SEPTIC BUILDING HEIGHT= 30 MAX.* <30 .• • COMPONENTS ARE CONSIDERED LOT COVERAGE"= 15% MAX."** 12%(2,901 s.f.) IF ' 1 APPROXIMATE AND WERE BASED ON NATURAL STATE = 30% MIN. N/A p HOC , ' ' 'a SEPTIC AS-BUILT CARD ON FILE WITH THE 0 , TOWN OF BARNSTABLE BOARD OF HEALTH. *Or 21/2 stories,whichever is lesser. \\ =ti **Lot Coverage includes the gross ground floor area of all buildings and all impervious surfaces. \ �L M r 3.) SEE ARCHITECTURAL PLANS BY SBP ***Max. 15%of lot area or 2,500 square feet,whichever is greater. o cs • �`' DESIGNS DATED 5-15-15 FOR al SPECIFICATIONS AND ELEVATIONS OF `N° ` f • •` - PROPOSED ADDITION. UP#80/23 m _ 7 . ,�1+ - • 4.) EXISTING HOUSE HAS 3 EXISTING BEDROOMS PER SEPTIC AS-BUILT CARD z U.S.G.S. LOCUS MAP ON FILE WITH THE TOWN OF BARNSTABLE \ SCALE: 1 -1000 BOARD OF HEALTH. i MAP 2150, sy Benchmark LOT 8 FQ Nail in 24"Oak Tree Elev. =51.00' \Q ,00 (P 501 Approx. MSL � G2 �� LSA \°s 24" O 01 OAK�„ MAP 36 � G� Nti o \� LOT 20 LSA / \ o UP#80/22 49 ti �� LSA �U? Q9 o \ \f\ \f\ \ MAP 36 f\ /� LOT 19 0 0� c f\ /.�/� r'u: 24,414±S.F. EX. 1,000 GAL. , 05�� y`L . 0.56±acres °s LEACHING PIT \ / 20.6'- Q O s LP Qt�PO�<<� "9 APPROX. LOCATION OF WATER ; 2". #599 �ooA '� LSA APPROX. LOCATION OF GAS SPRUCEO O SUN- ,r EXISTING � � 1 � / x�0� ROOM 3-BEDROOM tp ��O DWELLING EX. D-BOX TOF = 50.3'± / UP#772/P1 FFE = 51.4'± r"s EX. 1,500 GAL. SEPTIC TANK c4s\ /off O o 4C STONE ZL \ \ DRIVE x' PLOT PLAN ;. 49 AT OWNER OF RECORD: ANN K.ASHLEY f� �.��� 599 MAIN STREET PO BOX 413 ��'� EXISTING GARAGE \ di COTU IT, MA 02635 COTUIT, MA 02635 3 , , o ,I g°� ,�.� I hereby certify that the lot comers, dimensions, and setbacks to the MAP 21 a� �( PROPOSED ADDITION as shown on this plan are correct and were FEMA FLOOD ZONE (LOT): LOT 8 O°2 VvP based on a field instrument survey. Conformance to the Town of X � s6 � .�� y� PREPARED FOR: cJ0 �P Barnstable By-Laws and Regulations shall be determined by the AS SHOWN ON COMMUNITY PANEL: Q ,�\O� Zoning Enforcement Agent. CAPEWIDE ENTERPRISES #25001 C0539J (dated 7-16-14) l ��ASSESSOR'S MAP& LOT: UP#772/P2 PREPARED BY: MAP 36, LOT 19 /o��� ,,`\, ;, ;;ti,,. �� JC ENGINEERING, INC. DEED REFERENCES: / Cy�R 1- " 2854 CRANBERRY HIGHWAY BOOK 22339, PAGE 225 f J d"�J A;P "� BOOK 1445, PAGE 160 06 R EAST WAREHAM, MA 02538 %� 8 PLAN REFERENCES: ti4 PLAN BOOK 226, PAGE 35 / 0 10 20 40 80 FEET �� — PLAN BOOK 398, PAGE 61 •14 l �� ! SCALE: 1 - 20 JUNE 16, 2015 PLAN BOOK 523, PAGE 10 SCALE: 1 INCH = 20 FT. Date Professi al Land Surveyor REV.1: 7-2-15 (# EXIST. BEDS FROM 4 TO 3) RIDGE VENT — — V — O 'Cl) - - - - - - CL Cl) FE51 ® = N CL 3 K 0 x 11 mil 1 ,1 IN IIHI 11 11111111 111,11111MI11 IIIIII N - - - - Z - - t 0 0 r 00 PROPOSED FRONT ELEVATION ZZ 't 5`a M pMp W Cn 00 M 0 Z m t5 . co REFER TO 2009 IRC Q � a w 0 8TH EDITION MASSACHUSETTS � Z Ca Lo LLJ GENERAL NOTES: A. 1. Before final.Drawings-and Specific Alons are issued for W construction,they,shall be subm;tt�0d to all governing building L� agencies to insure their c6mo0an-o'tl with a;l applicable local and national codes. If code discrepar-ies in Drawingsand/or j Specifications appear,the Designer shall be notified of such discrepancies in writing by Builder or building official,and allowed to alter Drawings and Specifications so as to comply with governing codes before construction begins. 2. Upon written receipt of approval from the governing official, approved final Drawings and Specifications shall be submitted to the Builder by the Designer. 3. If code discrepancies are discovered during the construction - process,Designer shall be notified and allowed ample time to — remedy said discrepancies. RIDGE VENT 4. All work performed shall comply with all applicable local,state — — —and national building codes,ordinances and regulations,and — all other authorities having jurisdiction. — — — — —— — 12 B. All contractors,subcontractors,suppliers,and fabricators,shall be — _ CA responsible for the content of Drawings and Specifications and for — _— —— — — — _— _- Z TCH TO the supply and design of appropriate materials and work _ 0 EXIST. performance. C. All manufactured articles,materials and equipment shall be applied, ASPHALT SHINGLES — installed,erected,used,cleaned and conditioned in strict _ — _ _ — — — — _ 0 accordance with manufacturers recommendations. D. All alternates are at the option of the Builder and shall be at the W Builder's request,constructed in addition to or in lieu of the — — — — — —— — — - typical construction,as indicated on Drawings. — Z E. SPB Designs is not responsible for any plan discrepancies. _ _ — — - _ 0 W Builder&Homeowner to review plans before start of construction. — — I_ Z Z W - - - - Q W Q J LU Z SOLARIUM NOT 0 LU Q a SHOWN FOR CLARITY 0 _ (- OO d Q U Q SCALE DATE 5/15/15 DRAWN BY PAB . REAR ELEVATION- REVISIONS: PROPOSED RIGHT ELEVATION- DRAWING NUMBER COPYRIGHT SPB DESIGNS 2015 Al O U O O co _ r A N ---- CL LANDING ; N 6'-21/a° I NOTE:ALL EXTER OR WALLS ARE 2X6 ; O 12'-0" ' Q i C5 , BATH o � z 0 0 � DININ BEDROOM #2 Lu z- I , 4) tz i o g � KITCHEN � S o 0co � ~ � 00 v I I s � � = X p M w U) O CV II I a mF- 0 (n v a I I FAMILY - o ,�(� < o o ¢ o II w `_? L1J ¢ U aw *' � otf BEAT II ` ' r --------- ------ II ROOM Z G w ROOM — — — — — — — — SCUTTLE 3 z i w >: REMOVE IIIII EXISTING WINDOW ISL I ZP LIVING ROOM i i o BEDROOM #1 NOTE:BUILDER TO VERIFY I I EXISTING&NEW DIMENSIONS II FOYER Tw2446 5'-93/4' 6'-21/4' Q p. EXISTING WALL= O O Z NEW WALL ® w PROPOSED FIRST FLOOR. Z O w ow a 0 w cA a � oc Z 0 0 SCALE DATE 5/15/15 DRAWN BY PAB REVISIONS: DRAWING NUMBER A2 COPYRIGHT SPB DESIGNS 2016 2X8 P.T. DECK JOISTS @ 16" O.C. 5-2u I u 3-s EXISTING WALL= ------ z z O O NOTE:REFER TO AMERICAN �'o a o NEW WALL= ' 0 10"CONCRETE FILLED a.WOOD&PAPER ASSOC. t~n m cao �` SONOTUBE 4'-0"BELOW !` ' x - 1 xo O O PRESCRIPTIVE RESIDENTIAL co n. � m a, a GRADE `� I WOOD DECK CONSTRUCTION GUIDE '----------------------- ------------------ --- ------ ' I I O v _ v O^ • • 0 a--------• •------------------------------I' 8' 10"CONCRETE u ICIS u 1 (2)1/2"DIAMETER HURRICANE ; ; WALL W/20"X10" THRU-BOLTS W/WASHERS. TIES H2.5A I , ; CONT.CONC.FOOTING C BEAM MUST BEAR FULLY I ON 6'1 NOTCH WITH A MIN 6"X6"P.T.POST. I I I 1 ' ' " •� P.T.LEDGER BOARD W/ , (� �� � � ,; �� � U) 2-2X8 P.T.BEAM GALVANIZED ALUMINUM ' ' Z FLASHING&5"(2) i i O w ; zlil EDGERLOK @ 24"O.C. ; i CO v�i ; �rLJ ~ " a ' co 1 I W W 1 �' W g II ' L. Wc r § I I z oc - 1 I A+ L ' U I 1 atl V LL II 1 W c Qa ; C7z Z90Lu SIMPSON ABU66 W/ I , (n i O ZO i� •° i �V � n• � Q 5/8"ANCHOR BOLT LL I ; I I ; •' '' ' @ EACH SONOTUBE I (n ¢O " _ i I I Qi W V 10 3 U 2PLY BEAM 0 I 0 1 Icy; w � '0 ' ' ° BASEMENT DECK SECTION DETAIL m 1 : Z U= 4"CONCRETE SLAB 1; 1 „ I I 0 ; ' ►_ ¢� 3,000 PSI @ 28 DAYS n I /� SCALE:1/4-1-0 ' 0 Z 1 ; W W 3/4"AGGREGATE ;; u i 0 Iz I Z Z J 0 co co - ' ' z W = II ' , , 1 O to — ,1 Q I ' T ❑ ' ' �� II v ' � C3 Q ..Ty. co Li1 I cmI I I 1 r Z V Q M j Q 11 .• I z S co LL � o � P ; wco 00 N Z Z `e MATCH NEW FOUND. �; ; 0 Z III N 1 z ; 1 ELEVATION W/EXISTINd: •° I J O O O I _ I ; FOUND.ELEVATION ;; °' ; Q C) ^ F----------------------------------� I 06 2X8 CEILING JOISTS @ 16" O.C. �r`w!!_ �i\ w v G va n' . v d p-=a--v-1--�0--' RIDGE VENT ; MATCH NEW FLOOR JOIST -� �- X � ' ' 0 ELEVATION W/EXISTING uJ 2X12 RIDGE FLOOR JOIST ELEVATION - ---- - --- --- _ _ _ -- --- --_ __ , , W 1 ' ' 1 I I I I I I I I I 12'-00- ol 2X10RAFTERS 11 --------' 1 1 1 1 I I I 1 1 I 1 1 --------, FLOOR- I , , , , , , , , , , , � , , NOTE:BUILDER TO VERIFY ' ' ' ' ' ' ' ' ' ' ' ' ' ' EXISTING&NEW DIMENSIONS 1/2"CDX ROOF SHEATHINI ' ' ' ' ' ' ' ' ' ' ' ' ' ' 12 iX6 COLLAR TIESPLAN --------------. MATCH TO @ EX, PITCH FRAMING oj FOUNDATION PLAN 1 1 1 1 I I I I I I I I • ' I I 1 1 I I I I I I w I 1 I I I 1 1 1 I I ' 1 I I I 1 X8 1 X8 Z C, I— N � CD 1 HURRICANE HURRICANE XW TIES H2.5A R-38 TIES H2.5A I ; ' ' ' ' ' ' ' ' ' ' ' 2X8 CEILING JOISTS Z 1X3 STRAPPING @ 1&I O.C. 1 , 1 I I 1 I I I I I I I W/1/2"GYPSUM 1 I , I I I , I I 1 1 I / 3 I I I 1 I I 1 I I I I O I I I 1 1 I I I I I I Z I I 1 I 1 1 I 1 I I I W N FAMILY RO OM OM O R-21 1 , I I I I I I I 1 I I I O W U 3/4"T&G 1 , I I I I I I I I 1 Z FLOOR SHEATHING 2X10 FLOOR JOISTS — — i 1-4 Q 0 1 , 1 I 1 I I I I 1 I „ - 0 , 05 • 2-2X6 P.T. R-30 O , , , W V) W I=SILL PLATES O Z •' 1 , 1 1 1 1 1 1 I I I , p. �• I I I 1 I I I I I I I , ; ( 1 C J c BASEMENT ' ; ___ __= 1 - ' I= co 0 co O e; a:' v J I i a. Q In C.) 2X10 RAFTERS @ 16" O.C. • W ; ; SCALE 1/4"=1'-0" tk DATE 5/15/15 4"CONCRETE SLAB ; DRAWN BY PAB e•v�� •'e�� i REVISIONS: SECTION A ROOF FRAMING PLAN DRAWING NUMBER COPYRIGHT SPB DESIGNS 2015 A3