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0092 KELLEY ROAD
�� k�1 ��y`�aZ-, �� a-o�� Commonwealth of Massachusetts � r. 0,5 (0 Sheet Metal Permit Map Parcel Dater Permit# Estimated Job Cost: $ Uv'fJ �Q� Permit Fee: $ Plans Submitted: YES NO �� �' Plans Reviewed: YES NO Business License# Applicant License# © ` Business Information: Property Owner/Job Location Information: Name: L�2 ,/ G- Name: Street: Lt rZ Street: City/Town.: a r rri o kA o rT Ivlfd- City/Town: 1�i�nl�`S C1�dl Telephone: �� �� y7� Telephone: 7 y' JEC Photo I.D.required/Copy of Photo I.D. attached: YES NO staff Initial J-1/M-1-unrestricted licens J-2/,M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family 1�'_ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other Square Footage: under 10,000 sq. ft. mover 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC I,"" Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/.Vents Air Balancing Provide detailed description of work to be done: VI -1/ �2o Cd � n-9- r i r Ji SURANCE COVERAGE: I have a current liability insurance policy or its equivalentwhich meets the requirements of M.G.L. Ch.112 Yes No ❑ If you have checked Xgj, indicat he type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity Q Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws, and that my signature on this permit application waiXes this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent ' By checking this boxE1, I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metalwork and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Pro> ress Inspections Date Comments Final Inspection Date Comments Type of License: By ❑Master Title ❑Master-'Restricted cityrrown ❑Journeyperson Signatu a of Licensee By � ourneyperson-Restricted d 'License Number: Fee$ ❑ Check at WwW.mass.gov/dW Email: Inspector Signature of Permit Approval E r NEB i - --.. E�<COMMONWEALTH OF MASSA:HUSETTS .< BOARD OF SHEET METAL WORKERS j ISSUES THE FOLLOWING LICENSE jQUFtNEYPERSQN UNRESTRICTED N DAMES A TYLER :p icy ! iax 38 DUCTH LANI DR w U9 �4 3ut z YARMOUTI IP'ORT,MA 02 W 13308 1112812020 ;. 583838. t - ep=6armt c {rsirial�ecir Ice of' airc 600 Wa&h,&40n Street Basion,r MA 02111 Wa xkers' Iasua-am a Affidavit$Buaersl£bn7tractasMecbicz-sffl bers _ Infarmai n PlmsePrint f Navie,(Il . Addre-,zs: Pjww r5reYouanerag r?Checktiieapp be Type flfgrnject{req�zed}. 4 ❑I anx a general c mbMctnr and I L am a emplayzr fi. Q I+ie�*oensfru a employees(Tall and/or part-dime)-* tmhkedf m suo-romtra tts 2.D I am a sole proptietor Orpartuer- listed calhe attached sheet ,ham?and have na Qmpl05�ees - •3.7.ie=sad►-cm,ftarA=hirve $.[]Demolififlg employees and1�WOA=e 9, El B3uildmg addifiCn wadnng for asragy kS=hy I INff w�.�' �P-iM� e a aadifs 10-0 Eleoitcal repairs mens nr a 3_❑ I ama ltnmeowner Bourg a11'cgor3r ofcers have cR�ed thew1L❑Plmnbmgre-paim or ad&Hms � Ferl fGI. MEIRoofrepairs ntpstsl£(moo eiS�s'tamp- C. ,§1{4�andwe five no itsura=e regni=ea-] 13-0 Other employees,[NO worms' ca=jL reel •gny agp�fnac cbedshos�l maw aLsa fiIlo�t�e sect�he7ew�t��r�s¢�tx»eesalivapaS�pi�mafioa. . # ameoora�s�sabot dds srMd='ss im & slF�z+dr sad tbenh¢e any coamst submit aitsw s�a�-est and mch f Ca�acinsmst chedci3ds 6mc masi�e�ffi ad�®sl sheer shac�gthen�-me of the sib-cc�sdas smd stctz t+dseihs camtf�se e�tiQshs�e e�3rrye°s.Ifthesn�-zaal�6b�e��� `r��ded�a src�s'-®TP•PaTx�m>asbet IamanerrsplaysrfTiritisprai*izzIIirtg�varkets'corerrsrr �tni;�sriraucaforzrz} p�}'�es $ebvavisfltapacyarsdja€+sa i-asumnceCompanyNarae. � C/vl-e Job Site Address ` Crfy1S#aip. /V r S d AU2cI3 aeT cif ire zsorltisrs'rompeus 'aagoTtcJ clec7ara4irm page(showing the P°FsY Daher and espua#ianda#e). Failmm to secure coverage as requircdntider Se-cti,=25A o€MQ.c.157_can lead to the imposition of criminal pe>zalties of a fine up to$1.540-0 0 andh}r ma-year imgriso ,ss w�U as dvil.pmgfigs in the f=a of a STOP WORK ORDER and s fiae of up to$234-QQ a clay against fe violator- Be advised toot a upy of this s maybe faswarded.fn the fl€nce of Invest pfions of the DIA,fOr instance coverage veEkztism rfrr heraby cgrLbl andar fitsP&IS tafiti�s o.fpa ury't�attlie i arassa#s�rr>�mr irEed ahm�i�hors and crrrre�t Da - f11 "zeiai arse mrly Da not write in figs ar--a,it,be tVrnpliW by Efty City or Tow= Per�iceasa� Tssniag° arFtlr(tom one): L Board of$jmitli 1 Bmffirmgg Dcp 3-CAYITOYm aerk 4 Ejec&ical Ivspector 5.Ph3mbing Imspecimr Caatt Person: Phone#- fi to ! HO 10+ 0 Pl. N 8 N i I U 0 � � oR �• .� .° �� :ice �i A+ � A • Er �• � � a �Val � Et o 41 � ' � � � o' er, � � �,�, ti � �'' �. � �' w ►a � � r,,b � API 00 Ph 5-. g4Ef tn rn P-3 Er 84 34 luco. ATE YYM , lk o CERTIFICATE OF LIABILITY INSURANCE D2/14IDD/19 �� 2/14/2019 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 CONTACT Kristal Gouveia NAME: Eastern Insurance Group LLC PHONE 774-213-0037 AA/C No;781-586-7708 233 West Central St -MAIL kgouveia@easterninsurance.com ADDRESS: INSURERS AFFORDING COVERAGE NAIC# Natick MA 01760 INSURER A Merchants Insurance Group 23329 INSURED INSURER B: Tyler Hvac LLC INSURERC: 38 Dutchland Drive INSURERD: INSURER E: Yarmouthport MA 02 675-2415 INSURERF: COVERAGES CERTIFICATE NUMBER:2018-2 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 ADDL SUER POLICY NUMBER MM/DDY� MM/DDY/YYri LIMITS LTR X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE �OCCUR PREM SES(Ea occu"ITEante $ 500,000 DAMAGE TO RENT BOP9101640 8/8/2018 8/8/2019 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ Included GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO LOC JECT PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident A ANY AUTO BODILY INJURY(Per person) $ ALL OWNED Ix SCHEDULED MCAI002677 11/28/2018 11/28/2019 BODILYINJURY(Peraccident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N X STATUTE X ERH ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ 11000,000 A OFFICER/MEMBER EXCLUDED?(Mandatory in NH) WCA9101736 8/8/2018 8/8/2019 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under - - -. - --- DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,006 DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION salily.shea@town.barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWIl,Of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN "200: Main $t ACCORDANCE WITH THE POLICY PROVISIONS. Barnstable; MA, 026,01' AUTHORIZED REPRESENTATIVE JJohn Koegel/KGOUVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 19nunT1 Town of Barnstable Building Department Services sN¢xsTaxr . = Brian Florence, CBO wAsa s639. M,O� Building Commissioner ED M03 200 Main Street,Hyannis,MA 02601 www.town.barustable.ma.us Office: 508-862-4038 Fax: 508-790-6230 3UEi_D14�(� �r�..�T Property Owner Must Complete and Sign This Section - FEB 15 2019 If Using A Builder OwN 0 C4A //�4 ,as Owner of the subject property hereby authorize y to act on my behalf; in all mattets relative to work authorized by this binding permit application for. a K ocl (4ddres of Job) **Pool fences and alarms are the responsibility of the applicant Pools ate not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date " Q FORMs:ov NWERMISSI0NF00L.S Rev:08/16/17 Town of Barnstable Building ]Department Services Brian Florence, CBO o Building Commissioner 200 Main Street, Hyannis,h!A 02601 n.,INST. XAS& www.town.barnstable.ma.us s639- 1� Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Plene Print DATE: JQB LOCATION: member stn et. v$lagc "HOMEOWNER": name home phone# work phone# CURIUWr MAILING ADDRESS: cityitown- state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as sap-visor. DEFINMON 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 or two- 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. - -- --- - —_ - --- -- .. .. -- _ -- - -_- - -. �,.ccep ie to*re Biild;ub :iisJ,ih?i he/she s "be Yesponsible for all such work pezorined under the buuding_pempt. (Section 109.1.1) The undersigned`homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned`homeowner"certifies that he/she understands the Town of Bamstable Building Department minimum inspection procedures andregairements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Mote: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.L1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many,homeowners 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 often . results in serious problems,particularly 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 responsible. To ensure that the homeowner is My aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q.MPFII.ES\FORMS\building pem it fumes\=RESS.doc 08/16/17 Town of Barnstable ld.ing Ju Post ThisCard So That rt isVisible:From the Street Approved Plans Must be.Retamed on Job andah�s Cartl Must be Kept uutsrwe ) M' Posted Until.Final InspectionHasBeen Made ` y ' Permit Where a Certeficate°of Occupancyis Requored,such Building shall Not,be,Occupied until a Final Inspection has been made Permit No. B-18-4042 Applicant Name: HALLIDAY, KRISTEN M TR Ap provals a Date Issued: 12/31/2018 Current Use: Structure PA:rmit Type: Building-Addition/Alteration-Residential Expiration Date: 06/30/2019 Foundation: I Location: 92 KELLEY ROAD, HYANNIS Map/Lot 292 056 Zoning District: RB Sheathing: Z 1 - Owner on Record: HALLIDAY, KRISTEN M TR Con,tractor;Name � Framing: 1 ��. A. �• ' Contract or License Address: 92 KELLEY ROAD sp`,, 2 3� HYANNIS, MA 02601 _ Est Project Cost: $40,000.00 Chimney: Description: Adding living to back of house making bedroom downstair m s, aking P..ermit F.,.ee: $254.00 my Insulation: one bedroom upstairs. Laundry and Mud room Fee Paid-` $254.00 d 12/31/2018 Final: Project Review Req Smoke Upgrade Required Date -_- � wl Plumbing/Gas , _ Rough Plumbing: Building Official Final Plumbing: .: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after is All work authorized by this permit shall conform to the approved application and`•the;approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and strd ures shall be in compliance with the local zoning by Laws acid codes. This permit shall be displayed in a location clearly visible from access street or'roacl and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. §. _ = Electrical ff Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Bu dmg and Fire OffffficiaWare provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: t Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons co g with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department R� Final: � .� Building plans are to be available on site `�r �� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT SMOKE DETECTORS REVIEWED BARNSTABLE BUILDING DEPT. DATE FIRE DEPA "MENT DATE BOT!;SIGNATURTS APE REQUIRED FOR P RMITTING r= �� ... REAR ELEVATION RIGHT ELEVATION _. __... .. .. ... ..... _... _::. :. - UNHEATED�A�-IC ® ® ® KITCHEN LIVING ROOM my aa�111 q hc ��,i� q xc FAMILY ROOM N EXISTING BASEMENT J - 1 /, CRAWLSPACE I � � ' _ JI, LEFT ELEVATION r.�r.r.croo�wo/ EXISTING DWELLING IT FAMILY ROOM SECTION A 'Nois, Barnstable Bldg. Dept. / GMUTTERSENER� DDOWTES: ROOF AND SIDEWALLS. UTTERS AND DOWNSPOIITBOTO BE PROVIDED WHERE REQUIRED. y� S.PROWOEFLASHEN--NTHEFIEL0WSNIODOOHS Approved by: S.OWNER ANDCONTRACTORSHA4ASSUM—RESPONSIBIUTY—CONSTRUCTION i- �I'[ AND fANFORMPNCE WRHALL STATE ANO LOCAL RULES AND REGULATIONS. PL]rmlt II. ll �-/� �b 0 Z '6 8 Z Js $ (]7 ELEVATIONS&SECTIONS t Y6 GREYWING DESIGN 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 02537 3L 'N 'Y uxSUEvv Ra.0,HY_ wwx.gmyw-g—(508)WIMmIBS �._ ._. St101 T:Al- -- --.- , -- e ----- — . NEw FuaKr RO6N ° •trm°m \I. - - �q vrumn�aworR ra AN 9 1—artu°.xerruumm1 e t oxeu U - E S G R BA H OOM 0 BATHR f/2 n E BEDROM 2 6 KITCHEN ,.,• :aa a � m �. I .: u•aEr e .ma � , t, «S M1 � / � t 1 � •• a+mnara.umr«uavu-ra Oa..m.m - A ❑ �°a. L�ROOM 1 6 DINING ROOMNl-, NEWBEDROOM 03 "n aoonmea�mrm°o•aa•°e "'> PROPOSED FOUNDATION/BASEMENT PLAN PROPOSED FLOOR PLAN NOTES: WIND LOAD:L=44 W�2 A-IJ5 ANCHOR BOLTS®]2.O.C. .LOCK FIRST 2 JOIST SAYS®40.O.C.ON GABLE ENO ut o °^P PROPOSED FLOOR PLANS GREYWING DESIGN 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 0253] www.preYwlnp.mm(500188B.D880 �. ._ _ _ 6 Dieno, er.A&, a P.T. oCK=D .s - a �.T.EOBASEMENT BEDROM2 KITCHEN BEDROOM — x e°w c.uam•onoxanim-.. ❑ amxv ------------- BEDROOMI LIVING ROOM �"^"'" w1aarorwmw-ro EXISTING FOUNDATION PLAN EXISTING FLOOR PLAN EXISTING FLOOR PLANS GREYWING DESIGN • 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 02537 ar.•c - x°xauevaow,xru,xia xe —.g.ywng—(505)S 886 �. _ e1,0, er:A2a• SHFATIING: T � 771 -------- -- � .. . ________________ -_- ---- ;, F1��'—'rh—r.—L' '. I �pI ma. .a NAILING SCHEDULE ROOF FRAME ATTIC FLOOR FRAME -------------- FRAMING&SCHEDULESE GREYWING DESIGN E CuF 131 QUAKER MEETINGHOUSE ROAD,EAST SANDWICH,MA 02537 5 u,xeuErxwo.xrrxws x. www.BreWAnB.mm(508)88 886 —_ •_ __ _ et,0, EE.:A4 m D . . . . cApplicatioaNumher .. ............ ................... ... $(.11f�l�,a�f r r BAD. r . ...........Other Fee.................:...... MABB. Pe�ii Fee........................ ... �+ �� DEC 11 20i8 TQw �' QA n`� Total Fee Paid..................................................................... TABLE TOWN OF BARNSTABLE Permit Approval by.......X�. ....On... . . BUIELDINO PERMIT � o2 �a APPLICATION Section 1—Owner's Information and Project Location - Project Address Village J- J hP%VS Owners Name C�1���I U/�`I Owners Legal Address 1 ��1* R City State�AA ZiP d Owners Cell#�� a19 E-mail A,,����a�y c��Il�J/ikta Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use r ❑ Demo/(entire structure) ® Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify " ;:,�Sec�tion4-Work Description r7 J T Act m,daed:2192019 Application Number............................................... Section 5—Detail Cost of Proposed Construction4l' Square Footage of Project Z off,* lo- p. Age of Structure - Dig Safe Number #Of Bedrooms Existing-3 Total#Of Bedrooms(proposed) 3 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage Smoke Detectors 2 Plumbing ❑ Gas "❑ Fire Suppression Heating System ❑ Masonry Chimney Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On site i Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No , Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed 1 Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last=dWtele M018 R AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' G181101 #92 Kelley Rd, Hyannis MA 0 Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust).................................................................. ...........110 mph Exposure osure Category................................................................................................................................................. ....... 1.2 APPUCA 31UTY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) I_stories 5 2 stories RoofPitch .............................. .(Fig 2) ........................................ 5 512:12 MeanRoof Height ..............................................................(Fig 2)................................................12' ft <_33' BuildingWidth,W ...............................................................(Fig 3)................................................42 ft _s 80' BuildingLength,L ..............................................................(Fig 3)...............................................44 ft 5 80' -Building Aspect-Ratio(L1W) ......... ..................................(Fig 4).............................................. 1.06 5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4).............................................. 68 5 6'W 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..._._.... .............. ConcreteMasonry.................................................................................................................................... T 2.2 ANCHORAGE TO FOUNDATIoW, 5/8"Anchor Bolts imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..........................................(Table 4)............................................... 72 in. Bolt Spacing from enciloint of plate ............................(Fig 5)............................... 6 in.5 6"—12" Bolt Embedment—concrete.........................................(Fig 5)................................................. 7 in.a 7" Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_15" �e PlateWasher...............................................................(Fig 5).............................................>3"x 3"x I/4 3.1 FLOORS floor-framing member spans checked................................(per-780 CMR Chapfer55).................................... Maximum Floor Opening Dimension...................................(Fig 6)................:,................................ 0 ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) ........................... Maximum Floor Joist Setbacks Supporting Loadbearing.Walls or Shearwall................(Fig 7).................................................... 0 ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Wails or Shearwall...............(Fig 8).......................... 0 ft <_d Floor Bracing at Endwalls.......................................... .........(Fig 9)................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)....... Floor Sheathing Thickness................................................(per 780 CMR Chapter 55 ..................IT .. Floor Sheathing Fastening..................................................(Table 2).. 10d nails at 6 in edge/_netd 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)......................... 7'-6tt 510' Non-Loadbearing walls................................................(Fig 10 and Table 5)................... JM ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................. 16 in.<_24"O.C. Wall Story Offsets ........................................................(Figs 7&8)................................. ....... 0 ft s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x 6 - 7 ft6 in. Nan-Loadbearing wails................................................(Table 5)..............................2x�-_g ft 6 in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSPAttic Floor Length.................................................(Fig 11)................... 6 ft aW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft>_0.9W T @ - and 2 x 4 Continuous Lateral Brace 6 ft.o.c...(Fig 11)........................................... ................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 fL spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)................. .... .4 Splice Connection(no.of 16d common•nails)..............(Table 6).................................................. . "� AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)...................................................... 2 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)................ 2 ........................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. 6 ft—in.s 11' Sill Plate Spans ........................................................(Table 9)................................ _ Full Height Studs (no.of studs)........................... •(Table 9)............................................... _� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... .......................................(Table 9).................................. 8 ft 0 in.512' ................ Sill Plate Spans.... .....................................(Table 9)................................ _ft in. 1 Full-Height-Studs(no.of studs).................................... able 9 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .............................................. ...6'8 s 6'8" heathing Type..............................................(note 4).......................... ...... 7/16 .... .................. Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ 3 in. Field Nail Spacing..........................................(Table 10)..................................................=in. Shear Connection(no.of 16d common nails)(Table 10).............. ALff Percent Full-Height Sheathing.......................(Table 10).............. ALA'Y°t'ACHi=tS .._ .............................. 0/0 5'/o Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2....................................... 6'8< " .. Sheathing Type........................................ ....(note 4)...................................................... 7/t6 Edge Nail Spacing.........................................(Table 11 or note 4 if less) 3 in. Field Nail Spacing..........................................(Table 11)...... 12 Shear Connection(no.of 16d common nails)(Table 11)............. 4/ft Percent Full-Height Sheathing.......................(Table 11)................TABLE ATT CFit=tY.�% ................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,ool,see BBRS Website) Roof Overhang ............................................... (Figure 19)............ 0_9 ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=269 plf Lateral............................................(Table 12).............................................L= m plf Shear...............................................(Table 12)......................... =- PIf Ridge Strap Connections, f collar ties not used per page 21... Table 13 ...... ..."'S Gable Rake Outlooker.........................................(Figure 20).............. 7 ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 1-4)............... .U= lb. Lateral(no.of 16d common nails)...(Table 14)............ L Ib. ................ oof-Sheathing-Type...................................................(per-no CMR Chapters 58 anit-59) Roof Sheathing Thickness 7/16 Roof Sheathing Fastening ......................................... 10d S in. 7/16"WSP ..... • (Table 2).. ",,edge and fieTcT Notes: ...................... 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 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. 20 Gage Straps per Figure 11 C. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 50/o is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. I 1 a SHEATHING: L=44IM=42 A=1.04 SHEAR WALL LENGTH FULL HT. SHEATHING SHEATHING (FT.) SHEATHING REQUIRED(%) PROVIDED(%) FRONT- 44.0 27.0 43 61 RIGHT- 42.0 33.5 43 79 REAR- 44.0 31.5 43 71 LEFT- 42.0 32.0 43 76 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):�/�1/✓tf Address: k4 City/State/Zip: �� 4,wh`�r/k 44t Phone#: Are you an employer?Check the appro 'ate bog: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9 tq Building addition [No workers'comp.insurance comp.insurance.* required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.19 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 employees. [No workers' 13.❑Other pomp.insurance required.] *Any 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 hue outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct: Si ature: 645ne Date: Phone#: 7 -7 a 1.2 Q Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# L.Other suing Authority(circle one): Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector ontact Person: Phone#• ' . . Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to constrict 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-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to 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 east 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 4-24-07 vvww.mass.gavfdia s Application Number........................................... Section 9—.Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section-10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.LC... Signature Date Section 11—Home Owners License Exemption Home Owners Name: r, Telephone Number Cell or Work Number 7 71 j Z 1 L Z Z I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. APPLICANT SIGNATURE Signature Date f2 it Print Name 94 Telephone Number 77z -21 Z. 2 Z L, E-mail permit to: �, ( i dl�,4 c, "-it Ala-`r Ahbu , C 6&\ T nln^A7o Section 12 —Department Sign-Offs Health Department ® Zoning Board(if required Historic District ❑ Site Plan Review(if regtured) ❑ i 'Fire Department ;00/ Conservation For commercial work,please take your plans directly to the fire depwftent for approval Section 13—Owner's Authorization as Owner of the roe hereby I, C�:�d/d-�y�,cr Z�iG�� J property rtY Y authorize to act on my behalf in all matters relative to work authorized by this building permit application for: (Address of job) a Side of Owner date ep' Print Name Last wdatr&2/92018 f Generated by REScheck-Web Software Compliance Certificate Project G181101 92 Kelley Rd Energy Code: 2025 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 135 deg.from North Climate Zone: 5 (6137 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 92 Kelley Rd Chris&Lid Halliday Jackie Bamaby Hyannis,MA 92 Kelley Rd Greywing Design Hyannis,MA 02601 131 Quaker Meetinghouse Road East Sandwich,Massachusetts 02537 jackie@greywing.com Compliance: 3.6%Better Than Code Maximum UA: 56 Your UA: 54 The%Better or Worse Than Code Index reflects how dose t0 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:Flat Ceiling or Scissor Truss 238 47:0 0:0- 0.026 6 Ceiling:Cathedral Ceiling(no attic) 68 21.0 0.0 0.048 3 Wall:rear:Wood Frame,16"o.c. 140 21.0 0.0 0.057 7 Orientation:Back Window-TW24410 (3):Vinyl Frame 25 0.290 7 Orientation:Back Wall:right:Wood'Frame,16"-o:c. 125 21.0- 0:0- 0.057- 5 Orientation:Right side , Door:Glass Door(over 50%glazing) 30 0.300 9 Orientation:Right side Wclll:left-Wood"Frame, 16"o.c. 125 21.0 0.0 0.057 7 Orientation:Left side TW2436(2):Vinyl Frame 1 0.290 0 Orientation:Left side Floor.All-Wood Joistlrruss 306 30.0 0.0 0.033 10 Project Title: G18110192 Kelley Rd Report date: 12/08/18 Data filename: Page 1 of10 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 2015 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory re uirements listed in the REScheck Inspection Checklist. Name-Title Signatu Date Project Notes: G181101-17'x18' Family Room addition over Crawlspace. Project Title:G181101 92 Kelley Rd Report date: 12/08/18 Data filename: Page 2 of10 f -rF REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 1'ECC 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. Section Plans Verified F�e1d Venfred. # Pre-inspection/Plan Review, complies? " 6rmmeMs/Assumptions: Req.l® Value Value 103.1, ;Construction drawings and 3{ - s . '❑Complies 103.2 documentation demonstrate �� s z i ❑Does Not [PR1]1 energy code compliance for the 1 ❑Not Observable ; building envelope.Thermal r 3 +envelope represented on , ❑Not Applicable ;construction documents. 103.1, Construction drawings and ❑Complies ; 103.2, documentation demonstrate xt >❑Does Not 403.7 ;energy code compliance for t Y 3 ' [PR3]1 ;lighting and mechanical systems i ''x ❑Not Observable i Systems serving multiple f '❑Not Applicable 10) s dwelling units must demonstrate compliance with the IECC + f Commercial Provisions. t 302; Heating and cooling equipment is; Heating: Heating: `❑Complies 403.7. !sized per ACCA Manual S based Btu/hr Btu/hr '❑Does Not on loads calculated per ACCA Cooling: Cooling: []Not Observable `Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: G18110192 Kelley Rd Report date: 12/08/18 Data filename: Page 3 of10 's"ec - on # Foundation Inspection. Complies? Comments/Assumptions &Req.tD 3032.1 A protective covering is installed to ;(]Complies [FO11]2 i protect exposed exterior insulation 'ODoes Not 'and extends a minimum of 6 in.below U.. grade. ;0Not Observable i ONot Applicable 403.9` 'Snow-and ice-melting system controls (]Complies .[FO1212 rinstalled. :[]Does Not 0 []Not Observable' ![]Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 12-1 Medium Impact(Tier 2) 3 Low Impact tier 3) Project Tide: G181101 92 Kelley Rd Report date: 12/08/18 Data filename: Page 4 of10 r ' Section Plans Ver�fietl Field Verified. #: Framing/Rough-In Inspection Value:, Value Complies? Comments/Assumptions &Req ID 402.1.1, ;.Glazing U-factor(area-weighted U- U- ❑Complies ;see the Envelope Assemblies ❑Does Not table for values. 402.3.1 average).s 402.3.3. ❑Not Observable 402.5 ':[]Not Applicable [FR2]1 ,9+ 303.1.3 U-factors of fenestration products' k ❑Complies [FR4]1 ;are determined in accordance `❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. s _.,,,,,[]Not Applicable ; :g 402.4.1.1 ;Air barrier and thermal barrier Y r ❑Complies [FR23]1 I installed per manufacturer's u -[]Does Not ` %instructions. a a ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built i ? r ` ;❑Complies [FR20)1 !is listed and labeled as meeting y4 n` ;❑Does Not j AAMA/WDMA/CSA 101/1.5.2/A440 r }; x = ❑Not Observable or has infiltration rates per NFRC �t `* s ' 400 that do not exceed code �� s ❑Not Applicable ?limits. :. 402.4.5 .' IC-rated recessed lighting fixtures" ,'" '❑Complies ; FRT6]2 ;sealed at housin �nteriorfinish ` - RE- f ❑Does Not [ g h +and labeled to indicate z2.0 tfm ❑Not Observable 'leakage at 75 Pa. s 4 0Not Applicable ' 403.3.1 ':Supply and return ducts in attics �u❑CompI es [FR12]1 =insulated>=R-8 where duct is £ ;' []Does Not >=3 inches in diameter and>= ❑Not Observable R-6 where<3 inches.Supply and F �* return ducts in other portions of � ❑Not Applicable the building insulated>=R-6 for diameter>=3 inches and R-4.2 - �x :for<3 inches in diameter. 403.3.5 Building cavities are not used as s` ,❑Complies [FR15]3ducts or plenums. £ _ F ❑Does Not J ❑Not Observable []Not Applicable 403.4. a HVAC piping conveying fluids R- R- `❑Complies [FR17]2 ' above 105 gF or chilled fluids ❑Does Not below 55 OF are insulated to>_R- i Not Observable ❑Not Applicable ' 403.4.1 ;Protection of insulation on HVAC s r ; ` -` x =� ❑Complies [FR24]1 piping. ❑Does Not []Not Observable t t❑Not Applicable y . 403:53:`. Not water pipes are insulated to R- R- yT Complies [FR18]z >R-3. '❑Does Not 'pNot Observable ❑Not Applicable 403.6 :Automatic or gravity dampers are N 3; 4 ❑Complies [FR19]2installed on all outdoor air '{ �r ❑Does Not intakes and exhausts. r --,:,![]Not Observable _ _ ,c❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: G18110192 Kelley Rd Report dater 12/08/18 Page 5 of10 Data filename: I High Impact(Tier 1) 1.2 IMedium Impact(Tier 2) 1.3: Low Impact(Tier 3) Project Title: G18110192 Kelley Rd Report date: 12/08/18 Data filename: Page 6 of10 Section Plans Verified Field Verged Insulatioe lnspect�on Complies. Comments/Assumptions &Iteq ID Value Value 3031 ,All installed insulation is labeled f, �5 ¥ ;❑Complies [IN13]2 +or the installed R-values _ t -< =°❑Does Not provided. `s r ,❑Not Observable �` - �j❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- , ❑Complies '.See the Envelope Assemblies le for values. 402.2.E ❑ Wood ❑ Wood ;❑Does Not tab [IN111 ❑ Steel ❑ Steel ❑Not Observable 10-' _ ;❑Not Applicable 303.2. ,Floor insulation installed per b ❑Complies 402.2.7 'manufacturer's instructions and :` b ❑Does Not [IN2]1 in substantial contact with thek Z, ` e ❑Not Observable underside of the subfloor,or floors = ,� f r <+❑Not Applicable framing cavity insulation is in I,� contact with the top side of ` ,sheathing,or continuous i insulation is installed on the underside of floor framing and s 4 £ s extends from the bottom to the top of all perimeter floor framing members. p, x x _ 402.1.1, ;Wall insulation R-value.if this is a R- i R ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least'h of the ❑ WOod ;❑ Wood ❑Does Not stable for values 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass . ;❑Not Observable [IN3)1 exterior,the exterior insulation ❑ Steel '❑ Steel ;❑Not Applicable `y, ;requirement applies(FR10). 303.2 Wall insulation is installed per f �, ,❑Complies [IN4]1 manufacturer's instructions. E F k# `ti. ;[]Does Not []Not Observable 5 ;: f =❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: G181101 92 Kelley Rd Report date: 12/08/18 Data filename: Page 7 of10 Sec#ion Plans Verified ;Field Venfietl. Final Inspection Provisions: Complies? Commerrts/Assumptions &Iteq.iD 'Value Value 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope assemblies 402.2.1, t Wood Q Wood '❑Does Not ;table(Diva/ues. 402.2.2, ❑ Steel ❑ Steel ;[]Not Observable 402.2.E ❑Not Applicable [Fill 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 ?Blown insulation marked every z `QNot Observable 300 ft2. x p ❑Not Applicable 402.2.3 Vented attics with air permeable t si }❑Complies [F122]2I insulation include baffle adjacent y ❑Does Not ¢to soffit and eave vents that ` �y X ;❑Not Observable :extends over insulation. =� ❑Not Applicable 402.2.4 .Attic access hatch and door R- R- ❑Complies [FI3]1 insulation aR:value of the �❑Does Not adjacent assembly. :❑Not Observable :❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ; ACH 50= ACH 50= <❑Complies I [FI17]1 each in Climate Zones 1-2,and TIDoes Not <=3 ach in Climate Zones 3-8. UNot Observable ;❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies IFI411 cfm/100 ft2 across the system or ; ft2 = ft2 j❑Does Not <=3 cfrn/100 ft2 without air handler @ 25 Pa.For rough-in :❑Not Observable (tests,verification may need to ❑Not Applicable occur during Framing Inspection: 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies (FI27]1 j determine air leakage with f ft2 ft2 ElDoes Not either:Rough-in test:Total leakage measured with a QNot Observable pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ?test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system t including the manufacturer's air handler enclosure. 403.3.2.1 ;.Air handler leakage designated V ❑Complies [FI24]1 by manufacturer at<=2%of � s i❑Does Not design air flow. QNot Observable t� ❑Not Applicable 403.11 Programmable thermostats r` y ❑Complies [F19]2 b installed for control of primary ' K � ❑Does Not heating and cooling systems and <} `initially set by manufacturer to []Not Observable ;code specifications. kf ,. <- ;❑Not Applicable 403 12 ?Heat pump thermostat installed ,-,OComplies i [FI10]2 Ion heat pumps. =❑Does Not s � -J ., {`' � = ,;❑Not Observable t ❑Not Applicable ':❑Com lies 403.51 ;Circulating service hot water [F111]2 i systems have automatic or `, ::f ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: G18110192 Kelley Rd Report date: 12/08/18 Data filename: Page 8 of10 Section Plans Verified Fieid-Venfied: #. Final Inspection Provisions` complies? comments/Assumptions &Req.ID Value,' Value 403:61 ;All mechanical ventilation system ❑Complies '- [F125]2, .'Mans not part of tested and listed x g ,;❑Does Not HVAC equipment meet efficacy zx ON Observable land airflow limits. ❑Not Applicable 403.2 Hot water boilers supplying heat x a ❑Comp lies [F12612 .1through one-or two-pipe heating t %❑Does Not systems have outdoor setback £ t control to lower boiler water ❑Not Observable temperature based on outdoor 4 x ❑Not Applicable x temperature. 401`.511. Heated water circulation systems a❑Complies [F128]2 'have a circulation pump.The r 5* f ❑Does Not ;system return pipe is a dedicated <x 4 K r � ;return pipe or a cold water supply 4 ❑Not Observable pipe.Gravity and thermos- r` = <❑Not Applicable ss hon circulation systems are r not present.Controls for circulating hot water system �z k pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump s t ;when water is in circulation loop F = * ; is at set-point temperature and ; €no demand for hot water exists. s 't 403-:5.1.2 ')Electric heat trace systems �3`� _ _ ❑Complies [E129]2 4comply with IEEE 515.1 or UL xk 3; YA y ❑Does Not 515.Controls automaticallyfONot Observable adjust the energy input to the cheat tracing to maintain they # ;❑Not Applicable desired water temperature in the , r piping. r r? 463 5 2 Mater distribution systems that a ,❑Complies [FI30]Z #have recirculation pumps that K .f.xODoes Not pump water from a heated water a a supply pipe back to the heated h , 's N sONot Observable 'water source through a cold 3❑Not Applicable ; water supply pipe have a , ;demand recirculation water ;system.Pumps have controls r ; Ahat manage operation of the E pump and limit the temperature a � of the water entering the cold x t f k z water piping to 1044F. 403.5 4 >Drain water heat recovery units k 4 f ❑Complies [F131P tested in accordance with CSA :❑Does Not 655.1.Potable water-side x x ;❑Not Observable pressure loss of drain water heat z k E _ z t ❑Not Applicable .r recovery units<3 psi for yi -. x• 2{ 7�L � � - k 1 individual units connected to one ti or two showers.Potable water- Y " side pressure loss of drain water 70 ,` � s f z heat recovery units<2 psi for k h tindividual units connected to { 3 ;three or more showers. E, k ;z 404.1 ;75°Yo of lamps in permanent ❑Complies [F16]1 lxtures or 75%of permanent ' f �k 3❑Does Not ;fixtures have high efficacy lamps , , x ❑Not Observable Does not apply to low-voltage x ❑Not Applicable lighting. 4041.1' Fuel gas lighting systems have '❑Complies [F123]3 'no continuous pilot light. g= 3 ''TIDoes Not . � Z � x ONiit Observable 4 r , �DNot Applicable 1 High Impact(Tier 1) -2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: G181101 92 Kelley Rd Report date: 12/08/18 Data filename: Page 9 of10 section Plans.Wrified Field Verifietl 'Final Inspection Prov�s�ons; complies? Comme s/Assumptiom &Req.ID Value Value 401:3 €Compliance certificate posted. = Complies [F17]2 a °` x❑Does Not ❑Not Observable ❑Not Applicable 3033:, Manufacturer manuals for y >❑Complies [F118]3 mechanical and water heating �l� s �9 t`u s5❑Does Not systems have been provided. k � � tf r j � , fiY r , :,❑Not Observable � t ��__ , �` �, `❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: G18110192 Kelley Rd- Report date: 12/08/18 Data filename: Page 10 of10 IZ2015 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 47.00 Ductwork (unconditioned spaces): - ... Window 0.29 Door 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments f 9 F O R T E d MEMBER REPORT Level,Floor.Rush Beam PASSED 3 piece(s)13/4 x 91/2 2.0E Miaollam@ LVL Overall Length: 15 3 0 ---- - --- _.._.._..-_- -- ---- - - _ _. 0 1480 All locations are measured from the outside face of left support(or left cantilever erd).All dimensions are horizontal. �Si911 ReStills, Adam�.i cotton AlMwed;;:.. Result LDF `load.Cmrbirtation'(Pat6®n) System:Hoar Member Reaction pbs) 1145 @ 0 2 0 13322(3.50') Passed(9%) — 1.0 D+0.75 L+0.75 5(All Spans) Mew Type:Flush Beam Shear abs) 895 @ 1 10 9476 Passed(9%) 1.00 1.0 D+1.0 L(All Spans) Buil Buildiding Ilse:Residual Moment(R-Its) 3804 @ 7 7 8 17662 Passed(22%) 1.00 1.0 D+1.0 L(All Spans) n9 Code:IBC 2015 Live Load Deft.(in) 0.124 @ 7 7 8 0.373 Passed(L/999+) — 1.0 D+0.75 L+0.75 S(All Spans) Design P ology:� Total Load Defl.(in) 0.233 @ 7 7 8 0.746 Passed(L/770) — 1.0 D+0.75 L+0.75 S(All Spans) •Deflection krltala:LL(L/480)and TL(L/240). Top Edge Bracirg(Lu):Top compression edge must be braced at 15 3 0 o/c unless detailed ottwwnse. •Bottom Edge Bracing(Lu):Bottom compression edge must be' 'at 15 3 0 0%unless dueled otherwdse. B�rin9LeAgth Loadslo;Supporh:'(Ibs) - SUppOTfS 7oFa1 A�ilab� �gaired Dead ROOF Hof $rrow Total Acoes:9ord� 1-CO.-SPF 3-W 3.W 150" 135 5011 305 305 1613 Bloc" 2-Column-SPF 3.57 35V 1.W 535 508 305 305 1653 Biocift •Blodang Panels are assumed to amy no toads applied erectly above then and the full load Is applied to the member being designed. -} Tnbufary Dead Floor L>we Roof tm Srrrnv Loam', laahoft(55de) 1Nidth (Q90), ? t1.00) (non seow L25) (115) Caormeots 0-Self Weight(PLF) 0 0 0 to 15 3 0 N/A 145 1-Uniform(PSF) 0 0 0>n 15 3 0 140 21.7 30.0 30.0 30.0 Roof 2-uniform(PSF) 0 0 0 to 15 3 0 140 20.0 20.0 - - Wnhabitable Attic floor Member Notes •'` ;. - fthen to Family room Wej elttaietiseT Noes<_ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design vatm. Weyerhaeuser eWessty disdaims any other wanrarnlss related to the sofhvwe.Use of this software Is not inter to circumvent the need for a design profuesslonal as determined by the auftfityteving jmisfttlon.The designer of remit,-builder or-f men is responsible W assure-#W this a kulallwis compatible with the overall project Accessories(Rim Board,Bloedng Panels and SQuasf Blocks)are not resigrned by this software.Products manufactured at Weyed aekrser faoTities are third-party certified to sustainable foPsby star.Weyerhaeuser Engineered Um0w Products have been evaluated by IM ES under bechnical reports BR-119 and ESR-1387 and/or tested in aommlamce with applicable ASTM standards.For current code evaluation reports, Weyehaeuser product lltwabnre and installation Mails refer to www.weyeftaw.com/woodproducts/doamient4lbrdry. com/woodproducts/doamient4 lbrdry. The product application,input design toads,dimensions and support information lane been provided by Forte Software Operator M Forte Software Operator Job Notes 1219/201812:10:04 AM Jackie Bamaby Forte v5.3,Design Engine:V7.0.0.5 Greywing Design 8 Consulting G 181101 Halliday.4te (508)888-0886 jackie@greywing.com Page 1 of 1 i I I a t � I LEGEND N —— 98 —— EXISTING CONTOUR ! o^ses I x 100.98 EXISTING SPOT GRADE --a H.*-- OVERHEAD WIRES ROUTE 28 W EXISTING WATER SERVICE TEST PIT lO as BENCHMARK 153,PG. 31. m m PL j i Eldridge Patton pve. LOCUS LOCUS MAP NOT TO SCALE N 15'40'45" E stockade fence i x 96:51 90.00, i 97.64x 0 N I + 9718 I + LOT 73A 25' —� 4 14,400tS.F T PR-CIP ='• 34' / ' 1 . / O 0 :,=:ITP-2 / I PROPOSED SEPTIC TANK / J� — 29,9 t i • x 98.32 -+ 9B.58 i BENCHMARK 20 O --- ss _ - - ORANGE DOT/DECK FOOTING O EL.=100.11 /� O f ri XI 71NG 0OL SLQpo oxCrESeP_�._ I - Lo o TO BE PUMPED, FILLED f o W c� WITH SAND & ABANDONED I. x 98:94 DECK' x 10 2 Z r ;' / th A M E T�I I 100.99 i EX. SEWER 1 INV.=99.9f SHED ` 1EXISTING z I HOUSE&92) x loi.1 _ P. .24f °' _ ! r T.O.F.=102 9.96 x 101.39 a w I 101.00 o 101.2� 101.17 x .\ WALK 101.59 1 d 00: + 101.45 DRIVEWAY 10 03 I x:101,2 I I 10116. N 90.00' 15'40'45" W/ LAMP 100:81 edge • 100.91 of 100,54 pavement 100.42 100.16 1 KELLEY ROAD PfiRT. PARCEL ID: 292-056 McENTEE CIVIL NO.35109 0 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 92 KELLEY ROAD, HYANNIS, MA NL Prepared for: Kristen M.I Halliday, 125 Capes Trail, W. Barnstable, MA 02668 t OWNER OF RECORD Engineering by: SCALE DRAWN JOB. N0. ' P.T.M. i 244-18 i HALLIDAY, KRISTEN M Engineering Works, Inc. 20 , 125 CAPES TRAIL 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED I SHEET NO. W. BARNSTABLE, MA 02668 (508) 477-5313 I 10/1/18 P.T.M. 1 Of 2,, i I . I ,I I , LEGEND °�o N EXISTING CONTOUR ^ses x 100.98 EXISTING SPOT GRADE —6 H.-W--- OVERHEAD WIRES ROUTE 28 I r W EXISTING WATER SERVICE ® N`co Rd TEST PIT $ BENCHMARK PL 153-pG 31 m 0 1. O Eldridge I Patton pie. LOCUS • II , LOCUS MAP NOT TO SCALE ! i r - I ' N 15'40'45" E stockade fence x 96.51 90.00, i 0 97.64x 04 I I I + 97.18 I LOT 73A 25' -� 14,400±S.F i 34 T T!T.�1•�1. AR27P: . _ , r 00 :.: O O� ='�TP-2 / r PROPOSED SEPTIC TANK /� " ' - .62 x 98.32 } 98.58 . 20' p — 99 — IBENCHMARK _ ORANGE DOT/DECK F0071NG O EL.=100.11 � O --. _-.-. _ -- _ _ - -_ EXISTING CESSPOOLS - - - !— 3 ..r - (approximate).. _ TO BE PUMPED, FILLED -0 WITH SAND & ABANDONED o x 98,94 - x-180,�39 i. DECK \\--i x 10 2 I ' Z v°', f< A META th i 100,99 � EX. SEWER 1 INV.=99.9+ SHED ! h VoIHOUSE(7f92) X STING / z x to , ! n> TOF=1096 224E 1 0 O 9 . a ! 101.00 0 Ln } or 101.17 .. t 101,26. � 101.59 WALK 100 'DRIVEWAY` 10 03 -F 101.45 x:101,2 I al ` e :<: 10 ,9590.0 I i ' S 15'40'45" W/ ( LAMP 100,81 edge 100;91 of 100.54 pdvement 100.42 100.16 j� LE'Y ROAD EL 11 f PARCEL ID: 292-056 McE PETER EE CIVIL35109 0 PROPOSED SEPTIC SYSTEM UPGRADE PLAN NO. { 92 KELLEY ROAD, HYANNIS, MA N Prepared for: Kristen !M. Halliday, 125 Capes Trail, W. Barnstable, MA 02668 Engineering by: SCALEEDM JOB. N0. t OWNER OF RECORD Inc. 1"_20' P.T.M.I 244-18 �l t HALLIDAY, KRISTEN M Engineering WOr l p 125 CAPES TRAIL 12 West Crossfield Road, Forestdole, MA 02644 DATE ED 1 SHEET NO. W. BARNSTABLE, MA 02668 (508) 477-5313 ( 10�1�1j i Of 2•;: {I