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0033 LOWELL AVENUE
Ave-,e-, I Bowers, Edwin From: PRhude <prhude@cotuitfire.org> Sent: Wednesday,August 30,2017 5:39 PM To: Bowers, Edwin Subject: Inspection Hi Ed, 33 Lowell Ave passed the fire inspection yesterday.Garage/bedroom structure. Thanks, Paul Rhude t (508)274-6086 cell (508)428-2210 office prhude@cotuitfire.or 1 TOWN OF)3ARNSTABLE BUILDING PERMIT APPLICATLON Q,=rA Ac 1 'dam h • Map M Parcel /� Application # _' V Health Division T0 do Date Issued Conservation Division 4�Q,t- �1, Application Fee Planning Dept. ��`�'�'a Permit Fee I "I Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address .41-OW C11 �/t� Village Owner �,� � Ct� .GiGI��i�� Address Telephone l/ Permit Request 's Square feet: 1 st floor: existing proposed Ye2nd floor: existing proposed Total new ; Zoning District ,�,/� Flood Plain Groundwater Overlay Project Valuation Construction Type &,04_e/6 Lot Size , 5;r Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) x. Age of Existing Structure5 'ISO Historic House: ❑Yes ® On Old King's Highway: ❑Yes dNo Basement Type: ull d�Crawl ❑Walkout Other�5�/$6 4 f" Basement Finished Areas .ft. Basement Unfinished Areas .ft Number of Baths: Full: existing new / Half: existing new Number of Bedrooms: existing / new Total Room Count (not including baths):existing new First Floor Room Count & Heat Type and Fu • 016as ❑Oil ❑ Electric ❑ Other Central Air: �C� ❑ No Fireplaces: Existing New. Existing wood/coal stove: ❑Yes UNo �p 9 � 9 Detached garage: ❑ 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 Telephone Numbers Address License# �`� 0 /4 z4t: Home Improvement Contractor# Email e0 1 Worker's Compensation #, scy-e �/-6? ALL CONSTRUCTION DEBRIS RES LTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ® � r FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION FRAME �-� �► u�r l ��,-l�-I`� to INS!JLATION t(fi- FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL -iGAS: ROUGH FINAL I N FINAL BUILDING � � ! L � � � I Q DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable THE rgk�o BUILDING DEP N ' Regulatory Services Richard V.Scali,Director MASS FEB 2 3 2017 i639• ,�� Building Division: ATED �a Paul Roma,Building Commissioner TOWN OF BARNSTABLE 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE We,Wallace G.Riddle and Theresa M.Riddle,the undersigned,being the owners of property situated at 33 Lowell Avenue,Cotuit MA,holding title under a deed recorded with the Barnstable County Registry of Deeds in Book 29628, Page 108, being shown on Assessors' Map 036 as Parcel 052, hereby agree, certify, warrant and represent to the Town of Barnstable that the garage with attached bedroom in the residence located on the same parcel as above-described, which contains living quarters, is not intended for and shall not be used as a permanent, . separate apartment for year-round or summer occupancy,for rent in any fashion. The intended and authorized use is for the occasional guests associated with the residential use on the same premises. This separate unit shall not be used for a"Family Apartment" (as defined in Zoning Ordinances)which would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This separate unit shall not be rented as an apartment or as a single room, or in any fashion, which rental would be a violation of the Town of Barnstable's rules,regulations,and zoning ordinances. This Agreement shall be.duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this day of 42 201-7 TOWN OF BARNSTABLE /OWNERS ' By: Wallace G.Rid le Paul Roma Theresa M.Riddle -. Building Commissioner THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY,SS Date l Then personally appeared the above-named (owner), y"c , made oath as to the truth of the foregoing instrument,before m ��o �013 En p '9 Not P 1 _ N IT O _ M Commission Expires: Q 11 C� ��`•?� d / O�. O� DEEDS Q:word/accessoryagreement BARNSTABLE REGISTRY OF John F. Meade, ReglstD IF 'i Town of Barnstable Regulatory Services a�anAM Richard V.Scali,Director ►�� Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I [ G( n ,as Owner of the subject property hereby authorize C. t L ll"/-, r to act on my behalf in all matters relative to work authorized by this building permit application for. 3-3 (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools ale not to be filled or utilized before fence is installed and all final inspections are performed and accepted. -1 mature of Uwner Signature of Applicant s k", Print Name Print Name Date Q:FORMS:OW_NERPERMISS]ONPOOLS t t r lk®°1 CERTIFICATE OF LIABILITY INSURANCE 08/1IW/2 6 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 NAME: Applied Risk Insurance Services, Inc. (PAH/O No,Exl>: (877)234-4420 FAX,No): (877)234-4421 10825 Old Mill Rd E-MAIL Omaha, NE 68154 ADDRESS: PRODUCER (877)234-4420 CUSTOMER ID# INSURER(S)AFFORDING COVERAGE NAIC M INSURED INSURER A: Continental Indemnity Co. 28258 Carey Grover INSURER B: dba Grover Building and Remodeling - INSURERC: PO BOX 1080 Cotuit, MA 02635-1080 INSURER D: INSURER E: CTL 1273 1218568 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR1 ADDL I SUBR I POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYY MMI/DD/YYY LIMITS j'GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY n ❑ DAMAGE TO RENTED CLAIMS n I� PREMISES(E.occurrence) $ MADE I� I OCCUR IMED EXP(Anyoneperson) $ i - PERSONAL&ADVINJURY $ GENERALAGGREGATE }$ GEN'LAGGREGATE LIMIT APPLIES PER: ` PRODUCTS-COMPIOP AG jPOLICYFI PROJECTnLOC �$ Is AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO ❑ ❑ (Ea accident) $ I ALL OWNED AUTOS I BODILY INJURY Perperson) $ I SCHEDULED AUTOS IBODILY INJURY Per accident $ I HIRED AUTOS PROPERTY DAMAGE (Peraccidenq $ NON-OWNEDAUTOS Is UMBRELLALIAB OCCUR EACH OCCURRENCE Is EXCESS LIAB CLAIMS-MADE I AGGREGATE Is DEDUCTIBLE u I RETENTION $ Is WORKERS COMPENSATION X WC STATU- OTH-I AND EMPLOYERS'LIABILITY y/N TORY LIMITS R AEXECUTIIVEOFFFIICERTEMBER ® N/A 46-805700-01-09 08/31/2016 08/31/2017 E.L.EACH ACCIDENT $ 100,000 EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE 1$ 100,000 If yes,describe under 500,000 SPECIAL PROVISIONS below n n E.L.DISEASE-POLICY LIMIT $ L—! U DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach Acord 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION Grover Building and Remodel2ng SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE PO BCK 1080 EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH GCtUlt, MA 02635-1080 THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Attn• Project Nutager 17 8 3 118 ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD ©1988-2009 ACORD CORPORATION. All rights reserved. Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-077754 Construction Supervisor 1 & 2 Family CAREY C GROVER PO BOX 1080 COTUIT MA 02615 4 ' Expiration: Commissioner 11/22/2017 ��e�nonttraruuectlf/r,o;'C�lllaadrtc�uee/,�.i Office of Consumer Affairs&Busibess Regulation -3HOME IMPROVEMENT CONTRACTOR Registration 144322 Type' USAExpiration 912312018 DBA GROVER BUILDING+REMODELING CAREY GROVER 56 BOWDOIN RD MASHPEE,MA 02649 dersecretary L 2 he Crram�eabt�t�jfrt Daps bwmt&f xc&id Acdd Offlce Of allow f III i -- - —00 W2Slihigi EJ}I_x F' t Boston,3-4 02111 ,•. wrtJtu.m�gf���ia . . F Wkw1ers' Can3pensafion InsIIrmce Affukvit Sm'der-JC�nu*2e •�s)Ekeftickm&Tl.;TMn er's AppEcamd Iufm7matinu Please Ply E,e tuk- Are7rfii emplayer?.Cfteck the apprapriafe bares• Type of project(required}: I_ I oat a emplc7y�r with�_ 4. ❑I am a general conizsctar and I * Imve hired the sus- vs 6. [:]New wog employees(fall.andfor gart fime�_I ElI am a wle giopiiow orgarlaw- li ded on the aft6ched sheet.. 7- ❑Rem deriiag ship and have no employees These sub-c�rs hate 8- ❑ lifiou weaf7ag for me in any capacity- employs andhave wodess' . 9. addifion [NO WOdOMW COMP.ii:suaance _ comp.imrance 2 • . 16 mod-] •• 5. ❑ We are a�orposafioa azed i#s ❑Eleci repass or ads oT=m have emrcised 3.❑ I am.a hQm�er doing all wow 1LE]Plumbiugrepaics or adcfsliaus mysdf[No - fight of emm3pffm per M(ff. a❑Roof repairs 4 Rwm=ere uire&]i c.M,11(4k aadwelmwenD employees.[No worms' 13-❑offier . casap.insuraa�e required.] ` 'Asp app&vat�atcberksbozMtomstalso:M-?tth�ese�oab9owshuming�e"swaoic=c cmmp=mAmpQyyin5=xuoa. #Dena aea�ha sahm�dtis sf�daca`i g$ey az$damg ag asa¢ic aasi B�luxe autsidec o¢s�st sahmk s newa�darr�mdiea4ic�sacfi fGa�cins$u�cbecl�tLsbmcmast�ttactred�susdelrt�als�neeYs'Soa�agtheaameofthes�b���...�smdstetevrheth��nvttfioseeat�shzv� - emplayem IfthesaTo caw lave e@ployws,Baey gmsidethwh tom'Comp:Palky m m -Tam @l eriig sr tliatisprQstrdirrg tvarkets camperesatfntc grsruancs for carpla} Sdaav it flcepa�ry mrd jala srtO ��ot�rztfliart Ia�ceComganyNa = eaAl 'Paruq#or Self-imBc.4 y�_ ps -6/-�9 1��pi xaaDate: 3/ o Job site i4 ddses ��L()LtJP/� citgl5tafel.rg ,�Aftach a copy of the workers'campensatiaagolicp declaration page-(showing the poRcp number and exph7tio3i date). Fad to secmm coverage as required nudes Section 25A of MGI.m 157 can lead to the imposition of csimhml peaald of a fma up to$1,54a OD mWar arse-•gearsmpdson as Well as cif peaalti,es is the faaa o£a STRIP WORE ORDERand a ffm of rep to a day agar the violator: Be advised ffid a copy of this staft=o t maybe forwarded to the Office of -. 1mvestkations of the DI4 for ins=we coverage v on_ t�O 7' GBt ovapam am1peilQkw 4�fyrrjzuy thi&ff18 I�8 �1f Of i [bllJ01'Ig L�a�f8II�I�L�IIP Phone irr I Offimird ass aanfy. Do uai`mite in area,to be completes by crfp artbirm o i daL f Cky or Taws.: Perms it cense# Leg Anfimrity(arde one): L Sward of$e2Itii. :.13uffifing Depwbnent 3.f5tylrown Clerk 4.Electrical Inspector 6.Pkmbing Ispecftr C.atbw Contact Person 6 i 1 li , i1 11 1 i i ! i•/n«. � �[,t. .•qR It /1 .- .- .1.11.. ►.Int1 tic :■.•n Lt �." 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All 0 t tt• If t t �� s• li_t J REScheck Software Version 4.6.2 Compliance Certificate Project New Construction Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 450 ft2 Glazing Area 15% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 33 Lowell Ave. Grover Construction Cotuit, MA 02635 P.O. Box 1080 Cotuit,MA 02635 'Com• . UA trade-off Compliance: 2.7%Better Than Code Maximum UA: 210 Your UA: 107 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 Gross Area Cavity Cont. Perimeter Ceiling 1: Cathedral Ceiling 470 40.0 0.0 0.026 12 Wall 1:Wood Frame, 16"D.C. 850 20.0 0.0 0.059 43 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 104 0.300 31 Door 1: Glass 20 0.300 6 Floor 1:All-Wood ioist/Truss:Over Unconditioned Space 450 30.0 0.0 0.033 15 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 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: New Construction Report date: 12/12/16 Data filename: Untitled.rck Pagel of 9 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 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. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 "documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the building envelope.Thermal ❑Not Observable , envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ',lighting and mechanical systems. []Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate 'compliance with the IECC ; :Commercial Provisions. 302.1, Heating and cooling equipment is I Heating: I Heating: ;,[]Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA ; Coolin Cooling: Manual J or other methods g' 1❑Not Observable Btu/hr Btu/hr �0Not Applicable approved by the code official. � � PP I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 12/12/16 Data filename: Untitled.rck Page 2 of 9 i Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below grade. :❑Not Observable; ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 12/12/16 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection;I Value Value Complies? Comments/Assumptions & Req.iD 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, Not Observable 402.5 6 ; ; ❑Not Applicable [FR211 G 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. []Not Applicable 402.4.1.1 .Air barrier and thermal barrier ❑Complies [FR2311 :installed per manufacturer's ❑Does Not instructions. []Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 "is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC i400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 '.Supply and return ducts in attics ❑Complies [FR1211 insulated>= R-8 where duct is ❑Does Not >=3 inches in diameter and>_ ❑Not Observable ' `R-6 where<3 inches.Supply and ❑Not Applicable return ducts in other portions of ;the building insulated >=R-6 for diameter>=3 inches and R-4.2 'for<3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies ; [FR1513 ducts or plenums. ❑Does Not 'W []Not Observable []Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies I [FR17]2 above 105°F or chilled fluids :❑Does Not below 55 QF are insulated to aR-3. ;(]Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies ; [FR24]1 I piping. ❑Does Not []Not Observable IE]Not Applicable 403.5.3 Hot water pipes are insulated to ; R- I R- ❑Complies I [FR18]2 >R-3. ❑Does Not 10 '❑Not Observable ❑Not Applicable 403.E Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 12/12/16 Data filename: Untitled.rck Page 4 of 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 12/12/16 Data filename: Untitled.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies (IN13]z or the installed R-values []Does Not provided. [-]Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ;❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies I 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 Jn substantial contact with the 0 :underside of the subfloor,or floor ❑Not Observable 1framing cavity insulation is in ❑Not Applicable ; contact with the top side of ;sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the ; top of all perimeter floor framing members. 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 ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable ' [IN3]1 ;exterior,the exterior insulation ; ;requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 '.Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 12/12/16 Data filename: Untitled.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 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[Fill' ;❑Not Applicable ; 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 1300 ft'. ❑Not Observable i ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ; extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R R- ;❑Complies [F13]1 :insulation>_R-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 [F[17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; I ❑Not Observable ;❑Not Applicable 403.2.3 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [F14]1 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 I ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 I cfm/100 ;❑Complies [F127]1 determine air leakage with ft2 ft2 :❑Does Not ;either: Rough-in test:Total leakage measured with a :❑Not Observable I 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 :including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 '.by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [F[9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to IE]Not Observable code specifications. ❑Not Applicable , 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable j 403.5.1 Circulating service hot water ❑Complies [1`I11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 12/12/16 Data filename: Untitled.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Recl.ID 403.6.1 All mechanical ventilation system ❑Complies ; [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable ; and air flow limits. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ; [FI26]2 through one-or two-pipe heating g ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; pipe. Gravity and thermos- []Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal ' for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies ; [FI30J2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable ; water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold a Iwater piping to 104°F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side ; pressure loss of drain water heat [-]Not Observable recovery units< 3 psi for ❑Not Applicable ; individual units connected to one or two showers. Potable water- side pressure loss of drain water ; heat recovery units< 2 psi for ; individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies [F16]1 Mixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage lighting. ❑Not Applicable ; L4.1. Fuel gas lighting systems have ❑Complies no continuous pilot light. []Does Not []Not Observable ; []Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 12/12/16 Data filename: Untitled.rck Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 401.3 Compliance certificate posted. []Complies [F17]2 ❑Does Not ❑Not Observable []Not Applicable 303.3 Manufacturer manuals for (]Complies (FI18]3 mechanical and water heating []Does Not systems have been provided. ❑Not Observable ; 111Not Applicable_ Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 12/12/16 Data filename: Untitled.rck Page 9 of 9 2015 I ECC Energy Efficiency Certificate Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 40.00 Ductwork(unconditioned spaces): Window 0.30 Door 0.30 W Heating System• Cooling System• Water Heater: Name: Date: Comments Q ASSESSORS_ REF.: J Map 036, Parcel 0521 01 ZONE: tis . Gy RF (RPOD) 908• �d� Area (min.) 87,120 SF ,o Fronta a (min) 150' v6�c Width min) no Setbacks: 3 OyJ Front 30' ° Lot 2 Side 15' 43,820±SF Rear 15' . DZ New Concrete ;c �� - o •g,��f / FEMAAFLOOD�ZOI Foundation o Qj�; / Zone-X,(not flood zonql TOF E1=54.0' NAVD'88 �.�!'���ri, /� FEMA::Mop #25001`CO756Jo o+� v��p'�`X (Effec�'ive July 1'6; 20 f4n 104.V /�o� Mt 7 r 75-6' : / �� � m ; --------1 �► / REVISED GROUNIDWATER j l i - PROTECTION OVERLAYcDIS�RICT: o ( Sto e f AP — Aquifer Protection District =r V \ Cb i � � p N i O i 15.9' 3 #33 c�a 2 Sty W/ 2 CB/DH ® _Dwelling 0ZN Fn d - F n C �l certify that the foundation Shed shown hereon conforms to I (AUn . the setback requirements of N C the Zoning Bylaws of the 2. town of Barnstable. m � Ln `� RICHP►RE�X � _ uR N ANO 1 �35 23' FOUNDATION AS-BUILT S7�;54 25,E At 33 Lowell Avenue CB/DH BOtnstab/eZona, rr ust BARNSTABLE Fn d cotuit NOTES: MASS, DATE: 11/APR/17 SCALE: 1"=40' 1.) The structures shown were located on the ground 0 10 20 30 40 60 80 FEET by conventional survey methods on (or between) 081OCT113 and 05/APR/17. PREPARED FOR: Theresa & Wallace Riddle 2.) The property line information shown hereon was 33 Lowell Street compiled from available record information. COtUIt MA 02635 3.) This plan is not for recording and is not to be PREPARED BY: used for construction layout or deed description CapeSury purposes. 23 West Bay Rd, Suite G Osterville MA 02655 DWG #:C527_4g1 cpp1 FIELD BY: WHK/ASK (508) 420-3994 / 420-3995fox --- ..._ � E Town of Barnstable Regulatory Services BUILDING DEPT Richard V:Scali,Director sniwsrnsi E _ 'FED 2 3 2017-- A,m� Building Division �Fp � T Paul Roma,Building Commissioner OWN OF BARN _ STASLI= 200 Main Street, Hyannis,MA 02601 Office: 5087862-4038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE We, Wallace G.Riddle and Theresa M.Riddle,the undersigned,being the owners of property situated at 33 Lowell Avenue, Cotuit MA, holding title under a deed recorded with the Barnstable County Registry of.Deeds in _ Book 29628, Page 108, being shown on Assessors' Map 036 as Parcel 052, hereby agree, certify, warrant and represent to the 'town of Barnstable that the garage with attached bedroom in the residence located on the same parcel as above-described, which contains living quarters, is not intended for and shall not be used as a permanent, - - separate apartment for year-round or summer occupancy,for rent in any fashion. The intended and authorized use is for the occasional guests associated with the residential use on the'same premises. This separate unit shall not be used for a"Family Apartment" (as defined in Zoning Ordinances) which would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This separate unit shall not.be rented as an apartment or as a single room, or in any fashion, which rental would be a violation of the Town ofBarnstable's rules,regulations,and zoning ordinances. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. , WITNESS our hands and seals this c� I day of 201 . TOWN OF BARNSTABLE x OWNERS ' Wallace G.Rid le Paul Roma Theresa M. Riddle Building Commissioner THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY, SS Date l an w') Then personally appeared the above-named (owner), cf,h'f• t W� r• °�'"f dd made oath as to the truth of the foregoing instrument,before m :a` �orn"^ f�A.•'Q ''. ` ��BERQ�F9Q= _ a N Not P 1 N ti 00 M Commission Expires: n`.2 ° p d�A* = o } '%.'Li'Li,�TgRY pUe�'�•'Off,°.`� \A Q:word/accessoryagreement SANSTABLE REGISTRY 4F DEEDS use"" John F, Meade, Register , i i t . � It i I Assessor's office(1st F� :i � o //llV t,/3 r Assessor's map and lost umber { -r✓ I" /� �o TMt c� / `�Q w�•w Board of Health(3r floor): ' ( sLUan sTt,a Sewage Permit nb bar �o *e39. Engineering Department(3rd floor): r!'J� �o rw a House number Definitive Plan Approved by Planning Board 19 APPLICATIONS'PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION _ 'r �/-'� ®�I.;64z TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed Use �/l/�lr.. l�iiY1, f✓ 'C'ii/�i}_,1,., ,/ , ,� Zoning District Fire District Name of Owner =�i' FY)� ->L F�� J�i/ l tf Address -6&-1N,4oy) ��i,� .C�IJi ¢% /�!� is✓r Name of Builder -�` t�E�,� K=t� t N AJ Y Address U, ©� /"DUX /.�� C�IJ�l.�i7 zl'!f�', Name of Architect ,'A) l`c) - *�i.: %l►°,_ Address `�1` l�y `� r.��ifi ✓�%'`cr:" �r/"7k, d,t n Number of Rooms �� (fir !{ Foundation ✓'�ti' pf/1%���+'�Y'I` '1 �-�� �� � Exterior j� i¢F� d `� . 1 `.; Roofing ' Floors Interior 7r _ Plumbing �///1'" /�rJ%�f� 42A- k-- Heating��.� Pl g -� - Fireplace �rd9��/1/� Approximate Cost ��•`t�/ � � f Area _•Z OD / Diagram of Lot and Building with Dimensions Fee `?N S' .......... . OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS c I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. SName .�c ..i. Construction Supervisors License DIETZGEN, JOSEPH & PEG L A=036-037 ., No 36277 Permit For Two Story ; Single> Finaily Dwelling Location 33 Lowell Avenue' Cotuit s K, Owner Joseph & Peg Die czgren Type of Construction Frame Plot Lot t f i I i Permit Granted October 29 , 19 9 3 Date of Inspection.2/-S-1'71 _19 7 Date Completed 19 �— 3 I F 1 7 1 0 371 ~ I 12 7w � a Noy � -9- CD o o LOT ,? vim°, 43,820E S.F. o_ _ o w R rn 16.0 9 1�4 O, . 7,E p W sp5 LOT 1 LOOD ZONE "c"_ FOUNDATION CERTIFICATION RES ZONE. "' RF- TO WN.• COTUIT SCALE'1"= 50' PL REF.• 460153 ELEV NIA I CERTIFY THAT THE ABOVE YANKEE SURVEY CONSULTANTS FOUNDATION IS LOCATED ON ��N OF gas THE GROUND AS SHOWN, AND �o�'�� PAUL s P.O. BOX 265 UNIT 5, 40B INDUSTRY ROAD ITS POSITION _DQF-_---- MEN A. AdARSTONS MILLS, MASS. 02648 CONFORM TO THE ZONING LAW A Bd0.32098 e SETBACK REQUIREMENTS OFF 9F6lSTER�� �` TEL. 428-0055 BARNSTABLE L LANos°Q FAX 420-5553 PA UL A. E ITHEW DATE 1�28193 N�UHBER50295FND DEPARTMENT OF PUBLIC SAFETY e ' + , ONE ASHBORTON PLACE: - }}} BOSTON,MA 02108 ri� �K 9 x i LICENSE' cn m !� CONSTR. .SUP.CRVISOR EFFECTIVE DATE " LIC-N0. 05/31 /1993 , 047693 �7 � %'�x N tr �. STEVEN P MCEl:HENY , haw ;f r1 O PO K10X 28z ' x s , l7 C O T U I T + tit A 0 2 6 3 5 c a Q zzgi ^ ti "�xa E N m m ' �` � � ;'�- '. s�- :. � ...�# '" .f' !1) E.;#e 4,�v+,c7',x�rl-I � :.i�. vim'+ .—• �� f r ' Y NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY M' J STAMPED-OR-SIGNATURE OF THE COMMISSIONER t y SIGNATURE OF ICENSEE _ Y SSIONER b 07 N. 1 .Y T, Ls y i IT 1 Yt t r . . ,. . � z� `I F�,�..�a^3 ) ;Fryx 3;a'') y)� ;s +� r��r•'a z .. y r�',. . a. l T :b ky ) V I COMMONWEALTH OF MASSACHUSETTS DErAKrm:NT OF INDUSTRIAL ACCIDENTS may 600 WASHINGTON STREET games Camooei° BOSTON, MASSACHUSET"I'S 02111 - � Ie--n:ss�one WORKERS' COMPENSATION INSURANCE AFFIDAVIT .o 1, (licensee/per cc) with a print pal place of business/residence at: (Gry/statc/zip) do hereby certify, under the pains and penalties of perjury, that: [ ) 1 am an cmploycr providing the following workers' compensation coverage for m)!employees working on this job. Insurance Compa Policy Number [ ). I am a sole proprietor and have no one working for me. [ ) I am a sole proprietor, general contractor or homeowncr (circle one) and have hired the contractors listed below who have the following workers' compensation insurance policies: Name of Contractor Insurance Company/Policy Number N2me of Contractor Insurance Company/Policy Number Name of Contractor Insurance Company/Policy Number 0 1 am a homeowncr performing all the work myself. NOTE: Please be aware that while homeowners who employ persons to do maintenance,construction or repair work on a dwelling of not more than three units in which the homeowner also resides or on the grounds appurtenant thereto are not generally considered to be employers under the Workers' Compensation Aa(GL C. 152,sect. 1(5)), application by a homeowner for a license or permit may evidence the legal sutus of an employer under the Workers' Compensation Act. 1 understand tn�t a copy of tins statement wi'c be io:-:arded to the Department of lndustriJ Aeddenu' Ofriee c�lnsurance for eoverare verification and that failure to secure eovcratc as required under Seeuon 25A of MGL 152 can lead to the imposition of r iminal pcnJtics consisting of a fine of up to S1500.00 and/or imprisonment of up to one year and euvD pcnaluu in the form of 2 Stop Work Order and a fine of S100.00 a day against me. Signed this Z A— day of , 19 Anteta Licens' Pcrmirtcc Licensor/Permittor ` I lu a — IF h IL -7� 7� L 1 5EC10- IA�G G :WLt i Quo J G _ j , - � LO ; . I II I1I it l 1 III - j 3 Iq .��... �:�: Y �I III= �' ��� ..� i -..►�� - - / 1 �SOLIfH ELEUATION / Z l UES .'tLEV�iION Q N- ILI t 'ap. c f c e , Z I� _pro F_ m �s.• � '_ice _ t' I• ��-�9 I l�.� i i i f L i "MLI __ _ ,u.w,....:,..,.w.M...i..mo.a _ o I i 1 i CP f,cea .a�ir.ra,? i-i0 o N 0 -3 r F—AN _ I 1 I s 10 I IL : s; I = - ��� _ a -• j � "< i--,� ,� I -•- - I .:. .. k 1. - --- pry ✓ I �I�I .,.. � i f I E-r El � .y xx e5 j El of w a^ r I I FIRS- '�oc2 >:�,:, ---.-+ ----� =---- -•-- //��_f_�` _ ., �N o O � O Q T f fad I � N F eL. %ty'"t � o � 0•gz f � � � _ � �a t 1i 4 y +`jam��•r• �� �'vJ � \ -.7�, .. ;h 1 w \ 1 ���- �.� / � m �'" Assessor's Office. l st floor) Map Lot "VA.4 Permit#' 9/9 Z Conservation Office(4tr,h floor) ZZ y�11-3��",f�- f r Date Issued Board of Health(3rd floor)(8:30-9:30/1:00�0) 6 ?feQ Fee Engineering Dept.(3r�d floor) House#1 ��7 - d� Planning Dept.(1st floor/School Admin. Bldg.) _ " • BARNSTABLE. • _ Definitive an App ed by Planning Board 19 e 9 TOWN OF BARNSTAB LE t Building Permit Application Project St et Addr s ,�plv2�.� �2 Village Owner Address 3 Lo-weV AU'e -, c b"�- Telephone Ll Permit Request Total 1 StoryArea include 1 story garages&decks c� square feet ( rY g g ) q Total 2 Story Area(total of 1st&2rid stories) square feet Estimated Project Cost $ c Zoning District Flood Plain Water Protection Lot Size I ire Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type _Poe, � d- b e-a-hr% / Commercial Residential ✓ Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn i None Sheds Other 1 Builder Information Name "- Telephone Number Address e License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL,CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE - 1 DATE ( . -0 BUILDING PERMIT DENIED FOR THE FOLLO ING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. 9192 1 DATE ISSUED 7/21/9 5' ` MAP/PARCEL NO. 0 3 6 052 33 Lowell Avenue Cotuit ADDRESS '' VILLAGE OWNER Joseph E. & Marion B. Dietzgen ' -DATE OF INSPECTION: i FOUNDATION FRAME ' INSULATION _ FIREPLACE. F ELECTRICAL: ROUGH FINAL f PLUMBING: ROUGH FINAL - GAS: t ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I ` COMMONWEALTH OF MASSACHUSE_TTS `. OErAR-I IINTT OF INDUSTRIAL ACCIDE?M Nit, 600 WASHINGTON STRW Jarnes,: Ganooel BOSTON;MASSACHUSEM 02111 lonn 55iOne' WORKERS' COMPENSATION INSURANCE AFFIDAVIT ,Y (licenseelperminee) with a principal'placc of business/resid nce at: (City/Sate/Zip) do hereby certify, under the,pains and penalties of perjury,that: 1 am an.employer providing the following workers'compensation coverage for my employees working on this � MA Insurance Company Policy Number ( ] I am a sole proprietor and have no one working for me. (] 1 am a sole proprietor, general contractor or homeowner (circle one)and have hired the contractors listed below who have the following workers'compensation insurance policies: Name of Contractor Insurance Company/Policy Number Name of Contractor Insurance Company/Policy Number Name of Contractor Insurance Company/Policy Number Q 1 am a homeowner performing all the work myself. NOTE: Please be aware that while homeowner who employ persons to do maintenance,construction or repair work on a dwelling of not more than three units in which the homeowner also resides or on the grounds appurtenant thereto are not generally considered to be employers under the Workers'Compensation Act(GL C. 152,sect. 1(5)),application by a homeowner for a license or permit may evidence the legal status of an employer under the Workers Compensation Act. I understand that a copy of this statement will be forwarded to the Department of Industrial Accidents'Office of Insurance for coverage verification and that failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties consisting of a fine of up to SI 500.00 and/or imprisonment of up to one year and civil aloes in the form of Stop Wo Order and a fine of S I00AO a des t me. Signed this ) 411 on Licensee/Permitter Af111 A:Vli Li 8 Asphalt Shin IC5 i Y o"rRr� y"x y. 70 P Pc.AIC tax y� PuiCt.rN • al'B acrt2�v= 'Y`K y pos'1. tx y PMRLJN 6/; Cox PLV%Obod ^L~��7I00/ 10(Sti 5CLI+bLox 4 NbTr-.: ALL 9bsn3 poords fail d&o%tnsratNAl Introduction Pine Harbor Wood Products • • • • has been building post & beam storage sheds, e I • i • • • • e custom designed garages and barns for thousands - of discriminating _ customers throughout •• •-•e •1 - ® - ®• New England since 1980. �••' • •• ° ° '�"' ° •" •' • Our family owned and am as Sam- operated business will be - pleased to quote a price •1• •' •• "••' • ••••' • for any of the designs •1 • • •• • • • shown in this brochure or a custom:designed storage shed suited to - .� your personal needs. '. ' _ �, •� ems.. • ���. All All of our crafted storage ' € , ; sheds are full dimensional 3 e i Ulm. Al a. saw milled pine. �t� 1 ' 'M iV iin All of this at oneE.4, s „ ' Aiaffordable price, which in most instances, includes delivery and set-up at your home or other t. location. r • • • •••• to 0 James D. McGrath President -- _ .�,. _ . -. - - •. • • • TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE JOB. LOCATION _O LQe- ` f -Number Street address Section of town "HOMEOWNER" j e G Name Home phone Work phone- PRESENT MAILING ADDRESS V1C 716 City town State Zip node 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 in- dividual for hire who does not possess a license, provided that the owner acts as supervisor'. DEFINITION OF HOMEOWNER: Person(sy who owns a parcel of land on which he/she resides or intends to re- side, 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 h "homeowner"- shall submit to the Building Of . considered a homeowner. Such on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) 'The undersigned "homeowner" assumes - responsibility for compliance with' the Stat Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. . HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note.-', Three family dwellings 35,000 cubic feet, or larger, will be required to comply with State Building Code Section 127.0, Construction Control.µ z. HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 109. 1. 1 - Licensing of Construction Supervisors) ; provided that .if Home Owner engages a person (s) for hire to do such work, that such Home Owner shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix ' Q, Rules and Regulations for .licensing Construction' Supervisors, Section 2. 15) . This lack of awarenes often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the inlicensed person as •it .would with licensed. •Supervisor. The Home "owner-' actin as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware .of his/her. responsibilities,. man communities require, as part of the permit• application, that the Ho me -Owner certify that he/she understands the responsibilities of a supervisor. On the last page of 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. fl :CrMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF ONE ASHBORTON PLACE ftfm%SCHUSETTS BOSTON,MA 02108 �J L I I_F f•d:_: ExP - o5/3t/ 6 r,_ IRA 1.99 EFFECTIVE DATE LfC-NO. RES7N`I ^ 03/31/i.994 04!5 L W AMES D MCCARTH 1 �3 -32-2173 A pa SOX708 FEE:, •',: NOT VALID UNIX SIOMED By UCENSEE AND DfvtryLLr HEIGHT: STAMPED-OR SlcruTURE of THE COMMIS9gNER I DOS: •l;�' S TMIS DOCUMENT MUST BE SKit1ATi1PE OF UCEr13EE ` i W. CARRIEDOMTME PERSON OF . !�( THE MOLDER WHEN EN- MIS51014ER GAGEDiNTINSOCCUPATI(NN. 1 - V Massachuseas COMMERCIAL DRIVERS LICBNBE • t 0333-22173 05-12--97 12 j M:� 05�12 4� f0-21-92 ve4" SAW Iowa" i MC6RATM JAPIES D 700 AIRLINE ROAD rrrc�snu . nir ui�. £ DENWS MA _ HOME IMPROVEMENT CONTRACTOR Registration 109374 type - INDIVIDUAL. Elpiration 09/11/96 PINE HARBOR BUILDING CO.,INC. JAMES D. McGRATH j w &,toPO BOX 7081120 GT.WESTERN RD ,�Nnr,ls�nto�+ S DEMS-KA 01660' o� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' Map ' Parcel Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address LD4,��� 647/Zf_ Village C�ofU/j� Owner �,�/�I /'�' ,�� � Address_ Lowell,0616 Telephone Permit Request C1/ 5'fl��/C dL /( 44o ,l Square feet: 1st floor: existing proposed 2nd floor: existing 'proposed Total new Zoning District Flood Plain �av Groundwater Overlay A Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family U" Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 2'I56 On Old Kin 's Highway: ❑Yes o �dsfi(� Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other ' "4_ Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: &Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes CHNo Fireplaces: Existing New _� Existing wood/coal stovg ❑4s url o Detached garage: ❑ existing ❑ new size_Pool: ❑ existing;- ❑ new size _ Barn:0 xisting neg size A,�:a :>� Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Otherm x' a v D Dino Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ a' Commercial ❑Yes ❑ No If yes, site plan review# to �, Current Use Proposed Use p APPLICANT INFORMATION ati (BUILDER OR HOMEOWNER) s rName d ,e_ i" i.r� a ,�r� Telephone Number Address ,�d rc/So /D SO License# asyi4 -,�� �`/ Home Improvement Contractor# Email w• oAig,12 .0 Norker's Compensation # �16 —,YOS77b-6 D/• 56 ALL CONSTRUCTION DEBRIS RES LTING FROM THIS PROJECT WILL BE TAKEN TO R DATE SIGNATURE / / FOR OFFICIAL USE ONLY APPLICATION# :ATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION pror" qhh y FRAME ®� 1 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 1 - _ GAS: ROUGH FINAL T FINAL BUILDING ? I MT�&CLOSED OUT AWq0WION PLAN NO. ti r The Commonwealth ofMassachusetts Department of IndustrialAccidents 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): Address: City/State/Zip: ®v(,i Done Are you employer?,Check the appropriate bog: Type of project(required): 1.Z� am am employer with 1 _ 4. ❑'I am a=general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. []New construction 2.❑ I am,a sole proprietor or partner- listed on the attached sheet. , 7. ❑Remodeling ship and have no employees ,These sub-contractors have g, ❑Demolition workingme in an aci employees and have workers' for Y capacity. �• 'instrranCe� 9. u�lding addition • [No`workers'comp. insurance COm p• required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their I I. Plumbing repairs or additions 3.❑ I am a homeowner`doing all work ❑ g P 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 comp.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 hire outside contractors must submit a new affidavit indicating such. tContractors 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'camp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Q /' , Insurance Company Name: CQA1,77 n�ij&_ O �/'ice/ Policy#or Self-ins.Lic.#: �- (rj�d5�Q���'��' Expiration Date: Job Site Address:, -3 Z�e/,/ % %/ City/State/Zip: 4 2 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 u er the pains#ndpenalties of perjury that the information provided above is true and correct Si afore: Date: Phone#: Official use only. Do not write in this area,to be'completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): r 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact 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 construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call.the 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 submif 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 (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would hike 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 60.0 Washington Street. Boston,MA 02111 TO. #617-727-4900 ext 406 or 1-877-MAS8AFE Revised 4-24-07 Fax#617-727-7749_ www.mass.gov/dia ACOR ' CERTIFICATE OF F"JABILI INSURANCE J DATA{88 9-L2 1.3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORIdATION ONLY AND CONFERS NO RI(MTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND t�D OR ALTER THE COVERAQE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRA BETWEEN THU ISSUING INSURER(8),AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT:H tho cadifleat6 haWar Is aR ADDITIOVAL 1NSURIED.the Pa%'as)must be endorsed.8 SUBROGATION IS WAIVED,subject to the tarmo and eandltloas of We policy,cadoln polides may require an attdomemanL A statem id an Is caMc to dose not confer fights to the ce licate holder In Hsu of rich ondorBetnent(aI. PRODUCER CONTACT UAME:. Iled R1Dk MAWO gervi m, 1=. PHONE FAX T.13 (AIC.No.ExtY (877)334•4420 (Ar-.Na): 877 S34-4 3i 3.0825 01d UM Rd E-MAIL Omaha, = 68156 ADDRESS: PRODUCER (899}23d-A420 CUSTOMERID5 INSURSR(3)AFFORD11"COVERAGE NAIC d INSURED INSURERA: Continental Indemnity Co 29238 cazw ,ar INSURER B: dba QMVW ?t lfttl8 and Rmaftlfta INSURER C: PO I= 1o50 cote t:a In 01635-1080 INSURER D . INSURER I- GTL 1273 767949 INSURERF, COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHERMOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY TOE POLIGICS DESCRIBED HEREIN 18 SUB,JECTTO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE 94SRL WWV13 POLICY NUMBER M BUDAPOLICY EFP PQ� LIMBS GENERAL LIABILITY �� EACH OCCURRENCE S CO LIMERCIAL GENERAL LIABILITY ❑ ❑ DAMAGE TO RENTED CLAIMS PREMISES ooammrat 5 MADE D OCCUR MED EXP ens n= S _. PERSONAL&ADV INJURY 5 GENERALAGGREGATE S GEN'LAGGREGAATE LIMIT APPLIES PER: PRODUCTS•COMPIOPAGG S POLICY 1 1PROJECT ElLac AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO ❑ ❑ SODILY INJURY �AI.LOWNEQAUtOS Pe. men 5 DSCHEDULEDAUTOS 60DILYPIJURY IpaenYdern S I HIREDAUTOS I PRO TYOAMAGE IS NON•OWNED AUTOS 1 5 • i 1 S JUMBRELLAUAB OCCUR EACH OCCURRENCE S EXCEBSLue 0CLAIMSMADE ^ AGGREGATE S DEDUCTIBLE S RETENTION S 1 � S WORKERSCOMPENSATIOu WCSTATU OTH MtLMAND RUPLOYERS!LIABILITY YIN ANYPROPRIEM11MAR NSFU E.L EACHACCU) 5 300,000 �ECUTIV CFJVMEMBER NIA D 6-805700-01-06 /31/3013 8/31/201� {Rtanda"InmlQ E.LOISEA3EEAE,ePtoYEH $ 100.000 wtda n yyea denn , I SPECIAe_LPRooOVIS10NSbet i E.L.DIEEASE-POUDYU IT 5 500,O00 DEBCRIPITON OP OPERATIONS/LOCAAONs!VEHICLES{Altath Aced tot,Addltlarml Rafi9rk0 Sehedale,it mmeapaes h regldrad) CERTIFICATE HOLDER CANCELLATION SHOULDANY OFTHE ABOn IDENRIeED PCWC a BE CARCELLED eecoaeTRe _ Gc m iAl THE DATF-PROV e o sOF NOTICE WILLBEDARED IN ACCORDANCEWITH fit• = 02635-1080 AUTHORIZED REPRESEtdlATIVE: op 81$tm3 pioJem mmmagw Ooeo"--�-,7 8 3118 ACORD 25(2006" The ACORO hams ana lrgo era nogtatarr�me Mo of ACORD 0100-MOACORD CORPORAMON.AD r4oft mcerved. i Massachusetts -Department of.Public Safety _Board of Building Regulations and Standards Construction Supervisor 1 & ? Fainih. License: CSFA-077754 CAREY C GROVER r. y PO BOX 1080 COTUIT MA 02635 � � r Expiration Commissioner 11/22/2015 ��raru�rr"aruacrctC/o�:C%l�d�suc/ta�clf� 4 Office of consum er Affairs&Business Regulation License or registration valid�for indrvidul use only 0ME IMPROVEMENT CONTRACTOR i, before the expiration date. If funnd return to: egistration 144322 ' Type: Office of Consumer Affairs and Busineis Regulation 10 Park.Plaza--Suite 5170 expiration 9/23/2014 OBA`` Boston,MA 02116 GROVER BUILDING+REMODELING" CAREY.GROVER - 56 BOWDOIN RD_. MASHPEE,MA 02649 Undersecretary Not v d without signature h: i. `Chgn-,as 1'.,CleAer, D'i3ecta:. 1i o: 16zq Jt6rff am Perr-',J,'ii=ildrsr ram;-,r�m?s5ior:^r 200 Mei_,S:rect;Hv-,4113s;=lv;A 02601 avt;.Gafnstable.md.us ;. Office. 508-862-4,038 �r e a_ r CiLI71��C'i_Y Nita �1 I:11-h-is S-1—tion f A .8tII.t«ter --f of E 0 t-C, 'I 'PErry ��.5 Own, -le 50" 1 1 h cebV dothorut_ _ 4 Lr :?GT QD m{ ul aL matters relauti e un od,aunl or7ed by this b.ad.i�-perms a plic.auon f cr J1 1-7 l tl!L11re ol une s. lute p �t Ttiram I '�. �, �� �,� r. %s . ,r�y g or ptfll2 t �;C-se rr>p1 e r . f. 1 o-ipownen;rcn c t� xe`M--ptio Fo., z�l on the r-Njc1-1e S CIC. , Assessor's office(1st F r): ^ Assessors map and to umber ,'` t✓ �� C i Twc Conservation 114STALLE®1�� � I �e� Board of Health( floor): V Z,?-- ��,� r�r�t ';. Sewage Permit n ber � ��� ®�t��� �8� r.aa Engineering De pa 3rd flop • �T House number TN RL-:cu MIN �` ® ' Definitive Plan Approved by Planning Board .19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2W. P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ,sr TYPE �J TYPE OF CONSTRUCTION _ �E�/���� � 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the followinginformation: Location •�®Gi�L.L / o r Proposed Use,./ I Zoning District /1 Fire District Name/of Owner �'+ Z Address to /4yY1 Name of Builder ryanyzo,-& YlY Address Name of Architect mJ(04A) ®,'wC J lG[' Address Number of Rooms Foundation Exterior—V�/l �5hiAhG//9--S' Roofing 10rA-4:29 A9515, Floors ? - Interior -5-kn l C�aff / Heating , & 17bz aw RV 6;0�S Plumbing � f // O® Fireplace ` Aii/LI Approximate Cost . l� Area die? Diagram of Lot and Building with Di ensi n6 s,--� Fee 00 P` ao OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barn table regarding the above construction. Name Construction Supervisor's License .� j'DIETZGMN, JOSEPH & PEG y No 36277 Permit For Two Story Single Family Dweiling . f 3 Location - 33 Lowell AvenueCotuit C1 r Owner Joseph & Peg aDietzgren Type of.Construction Plot f � � �Lot ', r �! �� ��. ,! .a t ' , •, -�� .. � ��' Permit Granted October 29 , 19 • 93. Date of In pe ton 19') i Date Completed 19 ` .;; ' �1 TOWN OF BARNSTABLE permit No. .�6'' 7.'....-- BUILDING DEPARTMENT _ I Cash ,ten TOWN OFFICE BUILDING X' HYANNIS.MASS.02601 Bond CERTIFICATE OF-USE AND OCCUPANCY= , Issued to Joseph & Peg Dietsgen Address .;33 i�owell Avea'u* e r o u •.' __. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT:WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE.00CUPIED UNTIL SIGNED BY THE.BUILDING.INSPECTOR-.UPON;SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF_THE MASSACHUSETTS STATE BUILDING CODE. Au9 ust 4! .. 94............ �sp ecti . ........... . t9..... : . 40 in Inor 3 s TOWN OF BARNS7AF LE BUILC:NG COMMONERS OFFICE PAYABLE TO: DATE ACCT.# ftdNO,O _,;2/oo �201/ G S� VENDOR# Grover and McElheny Custom Builders AL4T. 6o�-•� P. 0. Box 13A9 %C'EQ PO# 'T Cotuit, MA 02635 / AP IROVED E BUILDING PER'iIT r0. (p 7 C T_cl _ ASSESSORS PARCEL NO. G ' CONTINUATION OF ROAD BOND The undersio ed' ouner/ccntractor herebv aal_ee to maintain their road bard -i m force until the follovi=g work items ara completed to the satisfaction of the E n inee_i:.s -Section of t e Dear=ent of .Public works: loam and seed shoulders as soon as waZ=1er pets: - of ter ' r O COIL IMU►Rti- (print -name ) -- -- -- ---- ---- - g� � T r i �yY is tl7 CL .��...T TqW, OF B,4RNSTABLE, MASSACHUSETTS , Aa036 017. 2. October V29 93 I�4 �27�DATE Y9 PERMIT NO. APPLICANT Grover & MCElheny ` ADDRESS ' ' OX COtUit, ?? (NO.) (STREET) - - '(CONTR S LICENSE) Build dwelling 2 -: Single family dwelling `; NUMBER of PERMIT TO (_) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) - - NO. (PROPOSED USE) Lowe II Avenues Gotult ZONING AT LOCATION DISTRICT— _ � (NO.). (STREET). _- �(.{ < r BETWEEN, � AND +z Y (CROSS STREET) (CROSS STREET) LOT. ' . -SUBDIVISION yw< LOT BLOCK SIZE - U BUILDING IS TO BE. x u FT. WIDE BY FT..LONG BY FT. IN HEIGHT,AND SHALL CONFORM IN CONSTRUCTION (� TO TYPE Rr USE GROUP BASEMENT WALLS OR FOUNDATIONF s t; (TYPE) T ti XREMARKS.. Sewage #93 486 `. (Grover & McElheny Custom Bldrs.) $608.00 AREA OR 1108 sq. ft. 230,000 PERMIT. 68.50 " VOLUME, ESTIMATED COST $ FEE _ - (CUBIC/SQUARE FEET) Joseph & Peg Dietzgen OWNER., - BUILDING DEPT. Putnam Avenue, , i•� ADDRESS BY �•<f t yt IC N TROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE -APPLICABLE SEPARATE- - INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS aRE REQUIRED FOR. ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL - MEMBERS(READY TO LATH).3. FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. P - OCCUPANCY. - - POST THIS CAR® S® IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS lLw 2_ 2 2 g I HEATING INSPECTION APPROVALS ENGINEERING QEPARTMENT -3-- 2 j V y �j y BOARD OF 4ALTH .C-111 tk_ �: OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!L L BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR.HAS APPROVED THE.VA_RI000S_STAGES OF _WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN :,CONSTRUCTION. ' '� PERMIT�1151SSUED AS NOTED ABOVE.' _ - - ^' NOTIFICATION.—. - - FF ,,TM� TOWN OF BARNSTABLE Permit No. .36277. . . ....... . ... . . . BUILDING DEPARTMENT t I TOWN OFFICE BUILDING Cash U �'.fs............ .aw. X ■►I�� HYANNIS.MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to Joseph & Peg Dietsgen Address 33 Lowell Avenue, Cotuit '- as USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. .AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ... ... ..August.. !. ... .. 19.94............ 1 .. .......... Building Inspector THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A-- , - m T--�-C& Ll� DATA F BARNSTABLE,- MASSACHUSETTS BUILDITVU " .' A=036 037 -3-6 1' n� i.ca L DATE October 1`� t9' P 93. 1wY® ���l E PERMIT NO. jd ►1 lip � APPLICANT Grover G: 21cElheiiy P.O. OX i COtuit, :tA. / J _ • AFPRESS y IN0.) (STREET) (CONTR'S LICENSE) JJLFi�Q ClWeiisi:v SiiIgie iaialiq dwell lln& NUMBER OF PERMIT TO (_) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) F' AT (LOCATION) DISTRICT (NO.) (STREET). BETWEEN AND r { (CROSS STREET) ' a (CROSS STREET) - S LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE. - , ':;.. USE GP.O'JP ';ASEMEN'Y WALLS OR FOUNDATION r - - - - (TYPE) ' I o REMARKS:. Sewage #93 486 _s ��--^^- & McElheny-Custom Bldrs.) $608.00 - r` AREA OR' 1108 sq. ft. 230,000. PERMIT 68.50 VOLUME - ESTIMATED COSTS FEE _ (CUBIC/SQUARE FEET) - Joseph & Peg Dietzgen OWNER:: ADDRESS Putnam k'. enue, C , P BBUILDING DEPT. _ � 'f. I ICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. - MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR. _ ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH.BUILOING SHALL NOT BE OCCUPIED UNTIL MEMSERSiREADY TO LATH). I FINAL INSPECTION HAS BEEN MADE. i 3. FINAL INSPECTION BEFORE OCCUPANCY. ' -' POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION PPROVALS r; n ' I I 2 ( 2 2 �. ell C, y LJ 3 HEATING INSPECTION APPROVALS ENGINEERIN EPARTMENT S 7 Su �-25—" `li � V BOARD OF KeQPPW OTHER SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION, I PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. ( ¢ AREA j 7 EXIST. HOUSE EXIST.6'STEP saae^zaa:xa^� =�.•.:. - v3'0-,.a B 9�._•+�. DOWN FROM * d • DOOR SILL r - . Tr 4'.0" EXIST 1 COLUMN V a . . a. NEW 4 DECK NEW RE-BUILT -< e SCREENED 4 DECK PORCH .VERIFY FRAMING&INSTALL , NEW DECKING AT EXISTING (VAULTED CEILING) DE(X - - t VERIFY SCREEN OPENING WIDTHS A A _ IN THE FIELD FOR MATCHING W/ WINDOW R.O.ABOVE 3 � t P.T.6 s 6 POSTS •. - 6'4'- 6'-0• 64• WI AZEK CASING . NOTES: 32a 194 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE.FIELD FLOOR PLAN , i 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) ALL CONSTRUCTION TO CONFORM TO THE IRC2009 BUILDING CODE 1 W/THE 8TH EDITION MASSACHUSETTS AMENDMENTS 4:) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, ` OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING ` 1 5.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD f 6.).TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 7.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS 8.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI 9.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 10.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF MASSACHUSETTS WIND SPEED MAPS °e 11.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION , r - 12.)SEE CERTIFIED PLOT PLAN DEVELOPED BY CAPESURV FOR ALL j PROPOSED&EXISTING DETAILS 13.)ALL EXPOSED SIMPSON PRODUCTS&FASTENERS TO BE ZMAX GALVANIZED 14.)ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED. «��.�NDON SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLC NEW ADDITION FOR: 1/4"= 1T-0 43 BREWSTER ROAD w THESE om-Nas F OONSTMXT" MASHPEE MA. 02649 RIDDLE RESIDENCE `°"GNEROF"E�"°'�w°"� COSOX R OF n T OUT kO OR owssloNs. THESE ORA W N E SO(FLYFOR THE USE w' PH. (508 274-1166 OF THE OwHEH NOTED./ OTH"USE OF`17 DATE FAX 50� 539-9402 THESENTOFTHE REMNERtES TIE Z THE EN 2/26/2014 Al , ( 33 LOWELL STREET COTUIT, MA �� �PROTEcnON S \4 NAILING SCHEDULE 110 MPH EXPOSURE C WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: I - _ '. BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE"LED) 4-16d 5-16d AT JOINTS --� STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24'o.c. HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES - FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST - BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END ` BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d- PER FOOT ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d - 10d 6'EDGE/6'FIELD RAFTERS OR TRUSSES SPACED OVER 16'o.c- 8d 10d 4'EDGE/4'FIELD - - - GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6'FIELD - GABLE END WALL RAKE OR RAKE TRUSS 8d -, 10d 6'EDGE/6'FIELD - W/STRUCTURAL OUTLOOKERS - GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4'EDGE/4"FIELD - CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS — T EDGE/10'FIELD - - 12 WALL SHEATHING: - EXIST. - WOOD STRUCTURAL PANELS(PLYWOOD) ---- - - STUDS SPACED UP TO 24'o.c. 8d - 10d - - 6'£DGE/12"FIELD - 1/2'&25132"FIBERBOARD PANELS 8d — 3"EDGE/6"FIELD - - 112'GYPSUM WALLBOARD - 5d COOLERS — 7"EDGE/10"FIELD FLOOR SHEATHING: - - - . WOOD STRUCTURAL PANELS(PLYWOOD) - - --- - , 1'OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD - GREATER THAN I'THICKNESS 10d 16d 6'EDGE/6'FIELD 12 . NEW ANDERSEN MATCH - - FLEXiFRAME EXIST. - 5'-5'x 7-4 71W R0. - - - NEW AZEK t x 10 RAKE AZEK 1 x 4 TRIM- NEW ANOERSEN BOARD W/1 x4 DRIP FLEXfFRAME BOARD ill [III III NEW ROOF LINE R.O.TO MATCH EXIST. -- NEW W.C.SHINGLES&OVERHANG TOP OF PLATE TO MATCH EXISTING 4 - NEW SCREENS TO MATCH - EXIST.DOOR HEIGHT _ i NEW CEDAR t x 6 j T&G FENCE W/ I l i CAP - � I q I y iu � i I i a. I TOP OF DECKLN. EW W.C.SHINGLESIDING - EXISTING TO MATCH ewsn REAR ELEVATION nc - ERRORSORStONEO..��FODUDNO`GANY SCALE : DRAWING NO.: �® COTUIT BAY DESIGN. LLC NEW ADDITION FOR: THESE ORAWHGsaRxx+T°��� w BEE ems"E FOR CONTERT 1/4" = 1'-0" 43 BREWSTER ROAD IN THESE DRAWINGS IE CONSTRUCTION MASHP( �) RIDDLE RESIDENCE THESE NOES WHHOU NOTIFYBx THE A2 EE MA. 02649 DESIGNER OF MYERRGRSOROW 9gN8. DATE THESE ORAW,xGS ARE. FOR THE USE 1`f PH. (508 274-1166 OF THE OWNER NOTED.MY OTHER USE OF THESE ORAW,NGS REOUYES THE WRRTEN FAx 50 539-9402 33 LOWELL STREET COTUIT, 'MA "TOFTHEDESN3HFERONOERME 2/26/2014 ARCHITECTURAL DESIGNER UNDER ACi OE,WO. ti 2]EXST TYP. ROOF CONST. -2 It 12 ROOF RAFTERS @ 16'o.c. 2 x 6' @ 16'o.a AZEK 1,6 V-GROOVE -y6-CDX PLYWOOD ROOF SHEATHING BOARD CEILING -ASPHALT HOOF SHINGLES(HIGH WIND NAILING) • 3.1 3/44x9 12-LVL -15LB.FELT PAPER -- -SIMPSON H 14 HURRICANE CLIPS m - WINDOW AT ALL RAFTER ENDS MATCH EXIST.R.O. 13C'0'WATER SHIELD AT BOTTOM ROOF WIN OOw -ALUMINUM DRIP EDGE W.C.SHINGLE SIDING 1 3/4'x 9 12'LVL BEAM 3.1 314'x 7 1/4'LVL i 3W x 7 1/4'LVL BEAM .. " SCREEN VERIFY THIS HEIGHT _ SCREEN - NEW 1N THE FIELD TO MATCH (9 W/EXISTING HEIGHT SCREENED 1 SCREEN 4 . AZEK 2x,0 GAP, = PORCH - O P.T.2 x 10 LEDGER BOARD LAG BOLTED TO AZEK 1 x 4 SOLID BLOCKING W/(2)LEDGERLOK BOLTS TYP.WALL CONST. IPE DECKING iq Ur o.c.Wl S.S.JOIST$HANGERS AT BOTH ENDS e ' - FASTEN JOISTS TO BEAM 1.2 x 6 STUDS @ 16'o.c W/SIMPSON ZMAX HB TIES 2.1/2'PLYWOOD SHEATHING P.T.2 x 10's Q/B'o.c. P.T.2 x 10's /6'o.c. AZEK RISERS 3.W.C.SHINGLE SIDING 3-P.T.2 x t7s _ 3-P.T.2 x lVs 4.TYVEK VAPOR BARRIER FASTEN POSTS TO BEAMS 12'0IA.CONCRETE SONOTUBE t7 12'DIA.CONCRETE SONOTUSES WI SIMPSON ZMAX 806 - q TO 4'0'BELWO GRADE.USE 12 ON 28'DUl BIGFOOT FOOTINGS CAPIBASE SIMPSON ZMAX ASU66 POST BASE - TO 4.0'BELOW GRADE.USE `- EXIST. SIMPSON ZMAX ABU66 POST BASE A BUILDING SECTION @ PORCH 12 NEW AZEK 1 x 10 FASCIA - 6 FRIEZE TO MATCH EXIST. . - NEWASPHALTROOF - ` SHINGLES TO MATCH EXISTING NEW ANDERSEN - j fLEXIFRAME io - WINDOWS 1 NEW AZEK 1 x 10 FASCIA - 4 .4 NEW AZ INUM GUTTER NEW W.C.SHINGLES - d OVERHANG TO - MATCH EXISTING 1 NEW SCREENS TO MATCH i EXIST.DOOR HEIGHT NEW AZEK TRIM THROUGHOUT i � I � ' I I NEW W.C.SHINGLE SIDING TO MATCH EXISTING - - NEW CEDAR 1 x 6 T&G AZEK RISERS BOARD FENCE W/CAP RIGHT ELEVATION LEFT ELEVATION rNEOEs,GNERl aENOla3EOFNIY SCALE : DRAWING NO.: ERRORSUIOMISSIONS TO STAK F ®�® COTUIT BAY DESIGN LLC NEW ADDITION � �w CONSTRUCTION. ,"FO�"mf 'N"LL m�RESPON Ilk F C KMW°R 1/4M .1 1 /1t11 43 BREWSTER ROAD IN THEM mCwc 1 h1 MASHPEE MA. 02649 RIDDLE RESIDENCE COMMENCES WITR1UTNpR%HiG1E PH. (508 274-1166 �N��A~.ERR�oRFV�Na. DATE rNESE ORwwmOs xaE sa.E�r FOR rNE U9E ( )> 33 LOWELL STREET COTUIT, MAoFN��oxN� UaE� A3 FAX 508 539-9402 .EaE ORAw Nay R 'EN 2/26/2014 LONSF.M OF 111E DESIC11ERlP10ERTRE ARCHf1ECtURALCOPYR PROIECWIN iN 4.-0. — I I I• Z w n O m c� rA FASTEN POSTS TO BEAM A � I A3 MIDSPAN W/SIMSPDN 2MAX AC6 POST CAPS 3 ROOF FRAMING PLAN 1 1 - --- ----- --- NOTES:. 3.1 314•x 7 114•LvL BEAM - - 1-.) ALL ROOF RAFTERS TO BE 2 x 12's 1a-0 16 a FAsreN P.r.s x 6 POSTS AT CORNERS .UNLESS OTHERWISE NOTED TO BEAM W.SIMPSONIZMAX LCE4 CAP 2.) USE SIMPSON H14 HURRICANE CLIPS 32a 1g I` AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS 12'DIA.CONCRETE SONOTUBE EXIST. _TO 4'0•BELOW GRADE.USE - SIMPSONZMAX ABU66 POST BASE LAREAWAY' - 1 „ • I FASTEN NEW POSTS TO - EXIST. EXIST. CONDITIONSO EXISTING CONDITIONS HOUSE . I` VERIFY EXISTING BEAM 8 INSTALL _ 4'-0• NEW LEDGER AS NEEDED _ - - SIMPSON HUC0410 1 HD HANGER L r F a .m° P.T.2x,0's 16•u.c. IRE-BUILT - . ¢ W/MID-SPAN BLOCI(ING ,DECK - - O m m 4 .d VERIFY FRAMING E INSTALL _ "! NEW DECKING AT EXISTING a 3 DECK - . MARK McKENZIE m 4 A ' I A E�QIeY£ao��We ZJw[/¢ A3 ) I 3 TSIoNAL EHB I `FASTEN JOISTS TO BEAM 3-P.T.2 x'12's 12•DIA.CONCRETE SONOTUBES FOOTING/FRAMING PLAN W/SIMPSON ZMAX H6 TIES � - � � - ATTACH JOISTS TO PORCH BEAM W/(2). _ - _ ON 26•DIA.BIGFOOT FOOTINGS LEDGERLOK BOLTS STAGGERED AT 16•o.c. 9-4 S 4• TO 47 BELOW GRADE.USE _ &ZMAX JOIST HANGERS - SIMPSON ZMAX ABU66 POST BASE 14'-0• 16•-6• ,I 1 TR'40 9OR RE UrAO BERonFIEDIFiWr SCALE : DRAWING NO.: COTUIT BAY DESIGN LLC NEW ADDITION FOR: E �°" ST °° ®�® - T STRUCW . FwoRr CONTF GORE E RESP N.THE FOR THE WNf E14T 1/4"= V-0" WILL E RES wwos.E FOR TIC CONIFNi 43 BREWSTER ROAD RI RESE DRAWRIOSF('ANSfRUCTm MASHP( �) RIDDLE RESIDENCE CONNEN E9 W TiOU SoLay F TIE /� /� EE ,MA. 02649 DESm OFF ERRORS OROMGSXM. /`1y� TWME D WRIOS TIRE 9018Y FOR 11ff USE PH. (508 274-1166 OFTffOWNERNOTEO.NVYOTERMEOF DATE TRESE DRAW T REWMS TIE WRRTEN FAX 50 539-9402 33 LOWELL STREET COTUIT MA ,1 T ";°E T 2/26/2014 ASSESSORS REF.: Off ¢��fv �' r. N. Map 036, Parcel 052 f,t ZONE: hI RF (RPOD) Area (min.) 87,120 SF Fronta e (min) 15D' y s Width min) nay NS9 Setbacks: = ao tv f s 0�g. � , " Fran t 30'p o ' G _ ram e Side 15' 1f t,s `PK b1(i115 0 00• AQ Rear 15, 3 a , c oopL+aer� �s=C N "'O,I • k BtaCtl-:If 1S 2�` 1[ xi YJ l 'C WZ s D N Lot 2 �� Location Map coy 1"-2000'f 43,820f SF OWNER: a Theresa & Wallace Riddle J 33 Lowell Street 0C �� - Cotuit MA 02635 Q�09 �� r °C) FEMA FLOOD ZONE / Zone C Panel # 250001 0018 D / (rev. July 2, 1992) D 7 � f 0 ___________ bo J REVISED GROUNDWATER. / PROTECTION OVERLAY DISTRICT: 0 AP — Aquifer Protection District o 3 ' co Z N "" Stone •�\ � \ Drive o .� � o u, ..... o a o Approx Septic System�� (BOH As—built Card) ,!! ;' v�� ;.. \oCDm . : N v; C)C` o !1 ; 15.9, Deck #33 CB/DH 2 sty w/F N Fhd Dwelling 13.9 W/F Dec : >;>';%`?. :; ;:»:;;:•:>;:;:;;;:•;;::. ....:::•:rrn;;::..';c;iif;>> 38.4' Shed ;•,9 :.:.:::..:::.:::::::: NOTES 'r?`:ri;•f4::ii`S;'vG•."'tiiii•i'.1&T:;+j''ic:i!iii:1 - 36.6' Existing Deck o 1.) The structures shown were located on the ground by To Be Rebuilt IQ N N --j conventional survey methods on 08/OCT/13. Proposed Porch 2.) The property line information shown hereon was compiled And Decks from available record information. 3.) This plan is not for recording and is not to be used for 3 construction layout or deed description purposes. Cn(5Z C_ 14� 100.9' 00 m YASs4�yGff� o P R�NE�REUX 49 N� 343�� a`v 54 25.E CB/DH Born5 N/F Fnd able 2553�js Trust 0 15 30 45 60 FEET Sheet # CapeSury Title. Plan Of Proposed Porch & Decks Dwc527_4 1 7 Parker Road At 33 Lowell Street In Scale 1"=30' of 1 Osterville MA 02655 BARNSTABLE cotuit MASS Date (508)420-3994 (508)420-3995 fox ( ) copesurvOcopecod.net 171JAN114 y. 0 122.61 371.y( . • . - 50,E G P I ' N04VC �27. a ' O I - o. I 46.0. 1 E i NAIL SET IN ' 16' PINE ASS: ELEV = 50.00' LOT 2 100 i I 450 OF WATER LINE REQ UIRED , � - r11 -!.�'P p-kY:� h kY� .t S� ,fir • - � . �' - to P 4g.,,`" ' .r a•v�` R i., - v 1 I LOT 1 r 'ice PIDOPOS4ED 1 . WA TER EASEMENT R 4 N14 °56 5 0. 2 - 5TRI/rURAL FOUN..A.TION NOTE- V E 00 -NO FOOTING To BEPEALED IN .• _ /LATER OR FROZEN AIL b O T e O -CONGRC T¢ _E5, N T CGHMIN F' I♦G-3 000 g ' AT 2B DAYS r I 0 -CLEAR COVER FOR REINFORCING TO 13" r" J. H B` SMOKE DETECTORS REVIEWED W4RF))AND50FAT POODIES OF FOOT G5 OR M s eC L -SEE 5TI-41C .¢AL GENERAL NOTES ♦ _ ANDTYPICAL DETAILS FOR OTHER w 5.->•. :5'-?,• I _ REOVIREMENiS U r --- -- -ALL STEEL CONNECTIONS WELDED L BARNSTABLE BUILDING DEPT: °�„„ EFER °5'RLnRA` Go ,� t DATE s ------------------- FIRE DEPARTMENT DATE F—OATION GENER7T.M O y ' -`-------�- -PA HEIGHT CONCTOM W ------- BOTH SIGNATURES ARE REQUIRED FOR PERMITTING F� c N KEY•PIWS OFF 5 TERE9A¢4 TOP 1 B LL(REFERTOHCTION5 1 DEALL-E GH7A4 COK¢ET FROST 10 THIC- ' ,-- ON 24'M2'(VNLE55 NOTED)CONTIMlOU5 r ------------ _. r TO OF 05 R-c9A¢®TOP 1 E CO D TION OF C' _ y l��, -- --- - ,. MINES BASED 04 GRADE CONDITIONS+-O' w Nlh.FROM FIN.GRADE TO MTOM OF FOOTING% TYF-C '/E)\ \ ____ -_ ___ - ___ _.-___ !2/ .NG PT SILL'//B I_--%/____ _ __ - SILLS TO BE l2)2.%6(.^¢--cSSVRE T¢EAic�! v .N NOR BOLTS 4° L.MIN _ W'S/9'h 2'GA_/AN CED STEEL ANCFDR PALTS lu'� 1 PER SILL / 9 40°OL MIN.AND 2 12"FROM CORNERS. FROM CORNERS TYPICAL: BE FASTENED vU 3 KB°PLATE PLATES AN ~� 1 y CELLAR 5A=H/ I I N f.l BOLTS PE .ILL LL EK-AGE BOTH PLATES R5. uu .� i ERE SHALL BE A MIN OF 2 BOLTS PER ^ W £ SILL ASHER iO SIT ON UP"ER SILL \\ C DETAILS,NOTES ANO SCHEDULE CN. M JNEKG4°/ATED— - D 5.A-9 FOR ANCHOR BOLTS AND OTHERCO. w S4 E4:",'CPR FOR TO BE EMBEDDED O IN FOJNDATION V ,^ BASEMENT SLAB TO BE 4'CONCRETE I a � (II _ SCOO PFII YI/I:NM b%b NI4%n1.9 iViRE _ _ . GE M-SH ON 6 MI V r =TC R. G-- - APLR BARRIER d : P/,e - E 6 WE A i F LL-GR DcD AV�L PO \ A, GR FOVi D It L_ • . -• \ rf BE.MIN.b AEG`/E C^rN.'AGTED TO 95F MA.N.DRY DENSITY V �I I a 1 I HE RA^- S �G �C a 10 I6_ AR LE LABS TO BE 4'LONORE-E . : r - \ I L:_N FROSTKILL 5M P.TO ON b �4 r - N ONT ANC. LOB SLOPED PPRO GRADOWu TO B EP L 0,*0 T CE LAR 5A5H _ _ __ .- U� O GO\_'.RIST WALL ON 24. LONhcCiION�OF FULL HCIGHT:OUNDA,ION .- , M • --�--- - / UNi L .FOOII-v.TH K . I ALL5 TO FRO5TWA_L5 TO EE SECURED W/ 'r - . 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O _L-ALE: �.._ „ t rev. rev. - < s -4 I ISSUED FOR CONSTRUCTION sht 4 of r t E GENERAL FOUNDATIGN5 MASON;R•( 3. GONNEGTORS SHOWN ARE A5 IG ALL PLYWOOD SHALL.BE APA' H �, MANUFACTURED BY 51MF5ON PERFORMANCE RATED PANELS GONFORMiN O 5TRON6-TIE GO, INC. SUBSTITUTIONS TO THE FOLLOWING MINUMUM PEOUIREMENT5: _ I, STRUCTURAL DRAWIN65 ARE I. THE ALLOWABLE PRESUMED SOIL I. MASONRY CONSTRUCTION SHALL MUST BE APPROVED IN WRITING " 0 is C 'TO BE USED WITH THE ENTIRE BEARING GAPGITY 15 3000 P5F, CONFORM TO THE REGUIREMENT5 BY THE ENGINEER. INSTALLATION A. FLOOR-5TURD-I-FLOOR T46,EXPOSURE I, c SET OF DRAWIN65. WHIGH 15 TO BE VERIFIED IN THE FIELD OF 51FEGIFIGATIONS FOR MA50NRY OF ALL CONNECTORS SHALL BE 3/4",SPAN RATING 16". BEFORE CONSTRUCTION. STRUCTURES AGI 530.1/A5GE 6-38). d m IJ STRICT ACCORDANCE WITH THE A STRENGTH OF MASONRY F'M=150G PSI. THE MANUFAGTURER'S INSTRUGTION5 E. WALL 5HEATHING-EXF05URE I, 1/2"; 2. ALL SAFETY RE6ULATION5 4 MUST EMPLOY ALL REQUIRED SPAN RATING'16". ARE TO BE STPIGTLY FOLLOWED. 2. FOOTINGS 5HALL BE CARRIED FASTENERS. s ME THOD5 OF CONSTRUCTION 4 TO L OINER ELEVATION THAN SHOWN VERTICAL REINFORCING- OF MA50NRY G. ROOF SHEATHING-EXP05URE I, 5/u", � ` e FREC•TION OF STRUCTURAL MATERIALS ON THE DRAWINGS IF REGUIRED TO WALLS SHALL BE AS INDICATED ON SPAN RATING 16" "' °1 t° S THE CONTRACTOR'S RESPONSIBILITY, REACH PROPER BEARING GAPGITY. THE DRAWINGS. ALL GORES OF 4. ALL c ONNEGTGRS SHALL BE +� M,A5ON11R'( UNIT5 SHALL BE FILLED HOT.DIP GAL\/ANIZED. WITH GROUT, REINFORCING EAR y 3. THE GONTRAGTOR 15 RESPONSIBLE 3. %VALL5 ACTING AS RETAINING.WALL5 LAPS SHALL BE 2'-6" MIN. 6 FOR D155EMINATION OF ALL SHALL NOT BE EACKFILLED WITHOUT 5. INSTALL ALL CONNECTOR FASTENERS DESIGN CRITERIA REVISIONS A. REQUIREMENTS TO BRAGiNG UNTIL ALL SUPPORTING SOIL BEFORE LOADING THE JOINT. w THE SUBCONTRACTORS. 4 SLABS ARE IN PLACE '.1 AT 3. HORIZONTAL JOINT REINFORCING APPLICABLE BUILDING DOGE +o ADEQUATE STRENGTH. FOR MASONRY SHALL BE EQUAL APPLICMASSAABLE E EUI 8IN EDITION TO OUR-O-WALL TRUSS MANUFAGTERFD / , LIT WOOD 15 NOT ACCEPTABLE 3m c c. .:I 4. RESONABLE GAPE HA56EEN KITH WIRE CONFORMIN6 TO ,4STM A 32 FOR ANY GOP!NEGTION. W � TAKEN IN THE PREPARATION OF ?.COMPACT ALL FILL UNDER FOOTINGS 4 COATED FOR CORROSION PROTECTION 2. DE516N WIND 5PEED: 110 MPH ALL DRAWIN65 AND SPECIFICATIONS. 4 5LAB5 TO THE 5FEGIFIED DENSITY IN ACCORDANCE WITH A5TMI A 155, V W HOWEVER THE ENGINEER DOES NOT 4 VERIFY. CLASS 5-2. ALL WIRE SHALL BE i. ALL EXPOSED FP.Ai IIN6 MEMBERS W a GUARANTEE AGAIN5T HUMAN ERROR g GAGE MINIMUM. PROVIDE MINIMUM SHALL BE TREATED,PER .AWFA 4 FOR THAT REASON IT 15 IMPERATIVE LAF OF b" 4 USE FREFASRiATED T'5 G21Cq GGA 0.25 4 MEMBERS IN STRUCTURAL DESIGN GRITERIA F THAT THE CONTRACTOR SHALL CHECK OR CORNER SECTIONS AT ALL CONTACT WITH SOIL SHALL BE 1 �° ALL DIMENSIONS a DETAILS 4 MUST WALL INTERSECTIONS. TREATED PER ANPA G23/C24 VERIFY ALL,CONDITIONS, DIMENSIONS, 5TRUCTURAL STEEL GGA 0.60. JOB SITE FABRICATIONS FIRST FLOOR 4G FSF LL 4 ELEVATIONS AT THE SITE. ALL C L PSI DL MM c CUTS 4 BORES HALL-BE TREATED IN I W.0 � 0I5GREFANCIE5SHALL BE BROUGHT I. DE516N, FABRICATION 4 ERECTION 4.GOGNRETE'MiA50NRY UNITS SHALL ACCORDANCE WITH AWP.A STD. M?. - SECOND FLOOR. 30 PSF LL TO THE ATTENTION OF THE ENGINEER SHALL BE IN ACCORDANCE WITH CONFORM TO ASTM G g0. 15 PSF DL V V) THE A15G 5FEGIFICATION FOR 4TTIG/STO 20 PSF LL a w STRUCTURAL STEEL FOR 5UILDIN65, d. ALL MANUFACTURED LVL WOOD FRAM .ING Ln 5. THE CONTRACTOR SHALL SUBMIT LATEST EDITION. 5. CONCRETE ERIGi: SHALL CONFORM 10 PSF G MEMBERS SHALL HAVE THE FOLLOWINGOILd COMPLETE SHOP DPA'NINGS FOR TO ASTM G55. ROOF 65L 30 PSF SL PHYSICAL PROPERTIES AS A MINIMUM: - ALL CONCRETE REINFORCING, ALL 15 F5F DL STRUCTURAL STEEL,' 4 BOTH 2.5TRUGTURAL.5HAFE5 SHALL CONFORM E=I.cIXIO6P51., FE=_ ,00, FV=24U. 6. GROUT SHALL GONFORM TO THE - EXT. WALL5/STOR. l5 PLF DL CALCULATIONS 4 SHOp GRAWIIJC_ TO THE FOLLOWING: , !0*0 FOR ,ALL MANUFAGTURERED LUMBER REQUIREMENTS OF ASTM G I46ii FRODUGT5 4 THEIR CONNECTORS A. 'HIDE FLANGE MEMBERS A5TM SHALL HAVE A GOMPRE551\✓E g. .ALL FLOOR JOISTS HALL BE A5 = INT. WALL5/S Ge 50 PLF DL '� FOR REVIEW PRIOR TO FABRICATION, Agg2 GRADE 50. STRENGTH O= COO F51. + M.ANUFACTURERED BY ECISE GASGADE - DECKS/PORCHES 40 PSF AS SIZED ON THE DRAWIN65 ALL 1 10 PSF B -CHANNELS 4 ANGLES ,ASTM 436. STENIN6, BEARING, BRACING i VERTICAL a BOND BFAi•A FENINC SHALL BE IN STRICT ACCORDANCE5 G. H55 ROUND 4 RECTANGULAR TUBES REINFGRGEM=NII E 'ALL F A5TMIM' %diTH THE MANUFACTURER5 REQUIREMENT5. CONCRETE - _ =_i LG THE REOUIREt ENTS`OF ASTM .A615. i aLTH`� TO .45TM A 7G0 GRADE FY K' ..� '_ s 1. ALL CONCRETE WORK AND MATERIALS � .:: 5's\ U� G 4 -ALL. o F o - - G - S. NCR I AR 5H,g1 v /ieM y or, IO Z GOMI LY NITH THE SF EC L IONS 3. ALL GA_/ANIZING SHALL CONFORM _L GvI f I T✓ THE. ERAL N,ILr,G eG EDULe-110 "_Ot O _ FGR STRUCTURAL URAL CONCRETE E FOR EUILDN65 T 4 _ .UIR_I IEN 15 O ASTI IO B V c / p O A5T�1 1�. .. ';,� L, �..f NAIL SPADING AC•1 AND SHALL BE IYFE 1 OR 5. J01uT'CESGRI�IG`i NUMBCR GF ERGF J/ co1'II+oN NAILS - so'NAILS ROOF FRA:raG lI/ UCTU r - - - 'u 0,29 RqC / F' L KIN T RA , .�� ^ . ?. BOLTED GON\-G I IONSHALL BE NITH r a Gc. G o. .r_R rr�E-NAI_Ep) - 4g •' /� � � 1 - _ _ 1= __ 2 IGD EiGH END �?,T� B ALL CONCRETE SHALL HAVE ,A _3-DAY HIGH 5 L RENGTH BOLTS IN ,A000KDAI E g. QUALITY ,155UR�\G_ I_S I II.6 4 RIM_o ARD r0 RAFTER(END-Ii41LED) 6D ?-16D EAG ENp S\ c C U q COMPRESSIVE 5TREN6TH OF 3000 P51, WITH THE 5 ! - INSPECTION FALL BE �ERFCRi ED \rr O FEGIFIGATIOI FOR w L PRA LNG �,', 4 F=D _ u� NITH MAXIMUM I INCH AGGREGATE 4 STRUCTURAL JOINTS U5ING A5TM A 525 N AGGORC'ANGE WITH THE °t:=Q! c /', � y MAXIMUM 6°b AIR ENTRAINMENT FOR OR A 4gU 5OLT5. REQUIREMENT5 OF ACI 550 1/,A5C- 6/52i. G E5 A.IN-ER=E V ;oNs(FACE-:;.AILED) F 1' V v rn - 4-16D 5_1b. AT JOINT5 ( EXTERIOR CONCRETE EXFO5E1) TO -UD TG STUD(F. E NAILED) 4 ot: \\Ve <.MOISTURE. J _ ,. I HEADER TO F. ¢ -AGE-NAILED) ,IGD 'I6Dp Ih'C.G.ALONG EpGES i 5. ANCHOR BOLTS SHALL 5E A5TM A 501. ` N' - FLOO¢'FR Av,IN6 3. RAMlN6 LUMBER 4 GONI\fEG T GR5 JOI5-O SILL'.TOP PLATE OR C-I.¢DER(G=NAILED) ALL REINFORGIN6 STEEL SHALL BE F 4-dp 4-IOC PER OIST ~ W DEFORMED BARS OF NEW BILLET STEEL 6. WELDS SHALL BE MADE BY OPERATORS OG TG J015 rTO=_ I.I_ED) 2_dD EACH END 41 V GONFORMIN6 TO ASTM A 615 GRADE 60. GERTI_FIED BY THE 5TANDARD 1. ;ALL FRAMING LUMBER SHALL BE c:I G TO FILL CR TOP=LATE(-GE-NAILED) O N O OUALIFIGATIGN RGCEPURE Or HE 3-IbD ,-IGD EACH BLGGK Z c LI r KILN DRIED Ig9b M,4\1^/ILM MOISTURE I N to _E G_¢STRIP TO 5EAM GR GIRDER;FACE NAI_EC) C • AMERIGAiJ NEEDING SOCIETY. CONTENT. LUMiEER SHALL MEET � 3-IhD :�-16p EACH Jo�Sr D) � 7 4. C cu ONCRETE COVER OF REINFGiRGNG EARS A5 A MINIMUM THE FOLLOWING Gr-T cr+L_DGE¢ o sEAr rTGE\A ILEG) 5-ao s-IGD PER JOIST �_ L SHALL BE AS FOLLOW5: "- DESIGN VALUES FOR SPRUCE-PINE-=1R. 5"lo Joss TO Jo ST!END-NAILED) 3-16D 4_IbC Pc¢-IS- (13 V.N Q R U 1. WELDING SHALL BE IN AGGORD,4NG eA•.D 0I5 TO SILL OR TOP PLATE(TOE-NAILED) ?-LED 3--D PER FOG- ;U) A. 5" AT CONCRETE PLACED DIRECTLY WITH THE ANS PH GODS FOR MELDING A 2X STUDS GON5TeUCTICN GRADE I RCGF sHE4-Hu+G � :3AGAINST EARTH. IN BUILDING CONSTRUCTION. FE=BCC, FV=65 rG=750 N o N cp w'OOD 5T1UGTU¢.L NE_S B. 2" AT ALL OTHER LOCATIONS. B. 2X JOIST5/PAFTER5 NO. I GRADE ¢AFTER5 GR TRU__o5 SPACED OF TO Ib'•OC, 5o IOD 6'ED6E/b'FIELD O 5. CONNECTIONS NOT DETAILED SHALL F5=1150, F\/=10 O�-1 � ¢AFTE¢�O¢TRh5c5 SPACEC G`/ER I6"O G dp IOD -EDGE/4"FI'cLD BE DE51ONED FOR THE LOADS SHOWN t /) O N 5. NO HORIZONTAL GON5TRUGTION JOINT5' ON THE DRAWIN65 OR.FOR LOADS G. P05T NO. I GRADE FB= OO, GABLE EI p LL R KE O¢¢AK'E rRJSS-0 SIB LE OVERli. dD lop b"EDGE/b'FIELD 4I/ ` O ((( ARE ALLOWED,UNLESS 5PEGIFIGALLY GIVEN IN THE STANDARD LOAD FV=65,FG=6 15 GA5_E=ND LL RAKE o¢RAKE rRu55 w/sr¢u r cu ou-LOOKERS aD IGD 6"EDGE/6"FIELD 0 �,/ SHOWN ON THE DR,4WIN65 OR`ALLOWED TABLES OF AISG FOR THE SPAN, GABLE END-LL RAKE OR RAKE TRU55 LOOKOUT 5LOG15 le dD OD 4'EDGE/4'FIELD VjI CD �J IN WRITING BY THE ENGINEER, SECTION 4 STRENGTH 5FEGIFIED. I oEluuGSHEArwNG Ur 2 ALL =ASTENIN6 OF FRAMILNG, G 1 G H I�' ,� OY J NAL_eGA¢p 5D GOOLER5 - �'EDGE/IO"FIELD n AYES, L_5, ATI'IN job no.: Ibo5 6. REINFORCING EMBEDMENT 5TANv4RD g ELEVATIONS NOTED AS "TOP OF STEEL" - OTHER WOOD MENBEeS SHALL EA-H'::G BAR LENGTH HOOK RtI EIG IG L HE TOP FL.4i 16t OF BULLED BE IN ,ACCORDANCE NI I H THE ,WOOD STRUCTURAL PANELS date 30 SEPT.2016 >4 u" I'-" 5EGTIONS. DETAILS SHOWN 4 MINIi iUMI - _Stop=-PA _ scale As NOTED G_D UP TO_4"O.G. 5D IGD 6"EDGE!I?'FIELD 16" I." REQU REMEN T 5_OF THE -- ' =G" b' M.ASSA-CHUSET I S STATE EUILDIN6 A;JD ES/52"F!BER°DARC PANELS ap e"EDGE/6'FIELD drawn -U_"v"PSUM NALLB 5D COOLERS - T'EDGE/10"FIELD rev. ! Imo- %.ODE 8TH EDITIGII. oARD FLOOR 5HEATHIi1G rev. L w"J^vD Si RJGTV.RAL PANELS I f a -I"GR IGD l_.� - h"ECGE/I?'FIELp - I o.,TER T14N I" a I. IGD IBC 16'EDGE/6"FIELDS. 1 f ISSUED FOR CONSTRUCTION sht 5 of -t E ,�, E C y u o w v p � - wooD Posr DowN � � •� o - WOOD POST UP ,AND DONIN .�°'- � e r A4 x WOOD POST UP - as w 0 w .c 5 - BEARING NALL BELOW ?1/2"I-XI5T5 _ Y e I6'O.G. U Y BEARING WALL ABOVE (REFER TO STRUGT. DETAILS) P yr I-JOIST5 - 9 16.O.L. G ------------ 9 1/2"I-JOISTS I _ - NL L AE30VE ---- co am C 1r - - p - TOILET LOCATION (SPAGE.i015T5 AS Cm NEEDED FOR PLUN151NO GLEARANGE) O c'�DS OF SEAMS TO BE ` A4 P 1n_•1-JO1ss I - ALL PO'—�I S 1 G-1 j NOTED • s 16•oc. ___ ___ (?) 2X4'S OF (3) 2\6 rJ UNLtS'� / Ld ALL WINDOW HEADERS TO BE (2) 2X6'S / -... W 0aCi W/ 1/2" PL)'NooD UNLESS NOTED (, --eLOLK1W e i'-o• � 9 ai � •y - SE IR O O F P E STRUCTURAL (HNERAL NOTES L A N AND T`'_fllrGAL DE I•AIDS FOR OTHER 5 c A L E: I/a" 1 O(?)PT:X32EAM REOUIRCI-1LNTS. b, L� �1 F L O O F, F R If,A M I N P L N �" '`I AL)'/1� - 5 G A L E: 1/3" = 1 -D" ST eZ'SH v NpROC;' O a CiR 11 x a A T `'4,0 C, S\�' W S e A� `r CV`yi/ cn n? f Will cn 1 2.Y9 GF1_I\u J015T5 :D b'06. '9 C=1LNG:GISTS j{{ ! ^^`` o I I C iL :wIO R.FT RS 'u* JH ,V m 1 :i>:196'COFIGL I\5 AISiS U I;- - - II _ II I - I I I ML 1 i rOL. I ':'O RAF IFRS Cu IE' '^ U m< �Ca 06 � 6o•OL' i 1 Lam'1 a l c¢Ao I n,� N CONNECTOR EA NAY W C 4 j I �I I I / N N f 3� a I6.OL.TER' O = !11 �-e5 o V• M�, I k \� (v) 0 E 13)_.\04M1G_ED�.ADER I I I �� �•��/ �— 2::8 CEILIYG.OIS 5 L-ILIN JOISTS P-3 O a) 1 PC5T uP TO ROT`¢-Y- ) iEJ.¢/ I I I —B�O.'.�\G n+_ I '1 >� I \9• ♦!•1 �i POST UP TO ROOF RAFTER I I - 1I{ I •z. _ I job f10.: 1603 (e)1 5J:'Y II v2•LvL F �RTAL p date 2O SEPT.:016 1 �` scale .Y51.OTED PORTAL FRAME NITN.0LO10NV5 drawn G E I L N G F R A I i I N S P L A N R L A i\i rev. rtl aC A L E: 111 _0. - fev. 1 S-2 ISSUED FOR CONSTRUCTION sht & of -r 1" • , `. lSEE 5 rol, 'ACING--) / EXTENT O ' MIALL u'EAD) { /r � .• /\ \\ I"' il`�BRACED HALL 5 GMENTS 7m:1; '� p, DBL TOP R4T MPS^4 4 i E'ER FIPP P..... ..... pp5—ABO•E E VERY OPENIN&i0 JOISTS AADOL:DIN51DE ONLYZD UJNTIN•�DVS 5LOCKING NAILED\ DONN TO TOEPLATEN/ rv0/, I—NAIL EVERY S 2a4 PUL TOP PLATE `A57EN SHEATHING TO HE DER I j . 1 E I LL •I V� 1/2"SYR BOARD dD COMMON NAILS IN 5'GRID VERTICAL PARELE:ALL PATTERN A5 SHONV AND B-O.L. d =OI.R EDGES FA5TENEO IN ALL FRAMING SNDS AND SILLS(TYP) -< 111 i I d 1 r (PROVIDE FLOCKING (((BBB))) L - I 1;1 FRAMING MEMBERS ' - ; w I r � - _ AS NEEDED .. .. IhP 5INCEP NAR5 IN 2 Rows I III EDG'c INTERMEDIATE I i____________________ )snrg;.:a3•� ; O ar y A ,` 2A4 4 N,'DC 5'UD IL i w� �INPSGN(I)L512I STRAP-- , •� I �+ O HEADER TO 1ACK STUD ( y (I PER JACK SND INSIDE ONLY) ` z� lil I I a a df MIN..(2)2N65TW5(TYPJ y N • 'U� w II I z Z I i /a (� � �LL I KIN'G POST 5PJ0 _ O 111 3 r1 k o - I clot �-1LL PLATE y }, i w !z)I6D a d'D.L D�\ JALK 5IDD ro � r ___ _$ _ _ _ _.f-'1-•_ --°- TOE OF FounD._ ___ I , ___ � —— / LTO 2015T5 CA was Ejcc�ING u_IL I _\ PANEL ICO NAIL EVERY 6" - M 1 —� DCn:TO LOP PLATS N•'TNO � � HDU2 HOLDDOwNS(TYP) •,� ,C - - DfNBLE EDuE NAIL SPALING �i I .U) /REF'cF TO .'.OMIh+JOU,FLC{KIMS 6 SILL O 2X6'T.SILL ►t 1 y PANEL DETAIL? ri,RIZC.NTAL X15T5, I" w 6' 12 GAL'/ANTED F•�I 4 STAGGERED NAIL (DOUBLE NAIL EDGE BPAOING DETAIL) - iF us=_D - E L AN Ho¢COLTS ' PATTERN - A.I.I FROM CORNER5_ '� i ' - - NDTES FOL 5HAL_BE FASTENED IF.{ rv/3'.A3'PLATE WASHERS I I XI T5 RJ:u Fill PARALLP_'C 4__ HER,AO;IINE PANEL EDGE - _ NOTE,. o4Au 9E A FLOOR XUT � ` :,R A r nT=¢IOR N L HALL CONSIDERED ¢i�c+,JRI^vR V.AL!5 DO NO:R OJ ALL _ L V PERFORA_D SN_. IRE H✓LD DON SIN,. VERTIGAL , ND HORI=ONTAL NAILING FOR ALL PLYWOOD,WALL SHEATHIIAIG , N?R20W4W LL BRACING U _ 0 T1'P INT � N-LOAD BE.�RIIAIv WALL �� HEADER STRAPPING a SCALE, $i 2' 1-0' 2 S C A • SCALE: I/_' cc 0�*ellmINN f UPPER RAFTERS •` �' � RAFTER — ! - - SIMPSON.[S70 A I F ME-OV R 2X12 LEDGER CLIP ATTACHED W/3-16D TO EACH ° •;�' - FTE BE OW Q. L, LEDGERW/(3) ,II II II rA O 16DEA. ,li P j1 I 4 r Uf-1 G .� - RAFTER `I T (1)H2.5A BELOW. 9 P j1 .q i II ii Q� �' ' (@ each) - - W, 1.0 ODHORIZONTAL Zx BLOCKING FOR . •- LSTA9 _ p � - LS70 NAILING THE PLYWOOD EDGES � . El OPLYWOOD BLOCKING DETAIL RAFTER GONNEGTION DETAILS FRAME-OVER LEDGER DETAIL NOT TO SCALE O .. 120i TO SLALE - ��Ot TO FG4LE VI a� C I c� OPTION I I RAP:IMPSCA LSiA24 Im `c ST /SH N`O \S 5- Uf a Q U) TI DOiA STRAP E/EO- C`/ER Cu ¢IDGE AND NAILER TO-ALL L. � \ RAr TERN AI 5 ICD NAILS EA I. s end NAas TOTAL! _ - /, I RucT° m O� N CCm SIMPSON LSU26 - 1. '• .( /—— —— — RAFTERHANGER I ' - ' n\A,c,�(,'i �''''` O _.I++ M 0 0 0 SHED ROOF —0 0 0_ \, 0 0 0 RAFTERS % _ 2X10/2X12LEDGER s/5 ANL R / \ \ TIMBERLOK SCREWS(XV)TOP&BOT. \ I I�•' {\ SECURE INTO SOLID FRAMING '\ SPACED @ 16°o/c \� \ 5'5•AA HOR 5OL T- �� Job no.: '603 TOFEEET.A MI::. \\ OF I_"/:ITN IN FCCTING �h \.:'.��\ • date 50 SEPT.2016 I Scale : AS NOTED OPTION 2:2N6 RIOGF TIE- IF_y IMN�•JIAiELY FE!ON 1H=4;DG= ' AND FASTENED TO THE RAFTE15 I drawn Hi, • N/A MINII'l1,M OF(F;,Iv'O COMMON faV. NAILS PER SIDE . rev. O g TYPIGAL RIDGE STRAP DETAIL OPTIONS LEDGER DETAIL t < O 6 NOT TO SCALE W O GARAGE HOLDOWN DETAIL EXT. ALL 1 \0'TO SGAL NOTS3 'O SLAKE ISSUED FOR CONSTRUCTION sh1 °t of I' DESIGN DATA SEPTIC NOTES ZONE: Single Family 1.Location of Utilities Shawn on This Plan Are Approx.At Least 72 Hours RF (RPOD) , ° • 1 -3 Bedroom @ 110 GPD Prior to Any Excavation For This Project the Contractor Shall Make Area (min.) 87,120 SF , A h No Garbage Grinder the Required Notifications to Dig Safe(1-888-344-7233)and contact Frontage (min) 150' Total Daily Flow=330 GPD Sullivan Engineering&Consulting Inc.(508-428-3344). Width (min) no k tb / acs:Use a 1500 Gal Septic Tank- 2.The Contractor is Required to Secure Appropriate Permits From Town Se �S9• h A Front 30' gencies For Construction Defined by This Plan. / Side 15' LEACHING AREA 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Rear 15' 330 GPD/0.74(LTAR)=446 SF Required Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to w 3 h Assure Watertightness. In Ceneral,Water Lines Shall be Constructed in Sidewall=2(12'+32')xO.96'=84 SF .N o Coordination With Hyannis Water,and Shall be in Accordance REVISED GROUNDWATER -0 c en p Bottom Area=(12'x 32')=384 SF With 248 CMR 1.00-7.00&310 CMR 15.00. + ' J Total Provided=468 SF PROTECTION OVERLAY DISTRICT: c+ z h 4.A Minimum of 9"of Cover is Required for Al)Components. o \ �52 5.All Structures Buried Three Feet or More or Subject WP - Well Protection District .• 1 LEACHING CHAMBER DESIGN State Zone 2 r oNQ o to Vehicular Traffic to be H-20 Loading.It is the Engineer's All Pipes to be Schedule 40. Use Recommendation that H-20 Always be Used. Estuarine Overlay Lot 2 h y �� 3-Concrete Flow Diffusers in a 6.Install Watertight Risers and Covers to Within 6"of Finished Grade 43,820±SF �.f .� 12'x 32'Double Washed Stone Field as Shown. Over Septic Tank Inlet,Outlet,D-Box,and One Leaching Chamber. FEMA FLOOD ZONE N All covers are to be maximum 18"for concrete or 24"Cast Iron. Location Ma N 7 Septic System to be Installed in Accordance With 310 CMR 15.00& Zone X (not a flood zone) i0 t FEMA Map #25001C0756J 1"=2000'f /o ><,, ( 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable (Effective July 16, 2014) �s vp Board of Health Regulations. 6b, 8.All Piping to be Sch.40 PVC. ASSES JRS REF.: d / 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Map 036, Parcel 052 104.5 / �lj� Sump of 6". / 10.The Separation Distance Between the Septic Tank Inlets and Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend a Minimum Of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Below the Flow Line,and Shall be Equipped With a Gas Baffle. �Finish Grade Filtr rTJ // 1�•�Ou� N �! 1 i<,,n 11 }� at�. :` 3t i ?;. ,,.. FabricQ C gg X52'6 // // y Compacted Fill AND/OR DrT1N // / k 1/8„ 1/2 Pea Stone :T I H-20 3/4" - 1 112" En.�L� H, ` H1-- ----_ /1 I� z / -2 / � cV Double Washed o V1 ROPOSED T0/ / a 4 Stone o GARAGE 12' o z N. p m S one i 3 & GUEST /_,.. r- rive � SUITE D o w ,� o CROSS SECTION OF FLOW DIFFUSOR \ DN f C7a w RELOCA�D f D-Box . a o NOT TO SCALE 10' ° v° 20 ` H- MI f i 7.2' MIN. t ; V / EXISTING tQ i-A APP ox tem .;:.: //TANK c Access Cover (typ.) (BO 4s-buil Card) F.G. EL. 52.5 1E33- ` / ❑ (See Note 6) F.G. EL. 52.5f B.M. PROPOSED Flow Equilizers F.F. EL. 34{7 c EL. so.7o As Required Deck * CB/DH #3 3 I I 'Installer Ta Existing EL 49.50 9 Fnd 2 Sty WIF Confirm Prior 1500 Gallon ® TO BE CONFIRMED EL. 49.25 To Any Work Septic Tank elocat Dwelling EL. H_20 D-Box EL. 48.8 Too EL 49.04 BE CONFIRM (TO BE CONFIRMED) �6 0 47 4 a (TO CONFIRMED) T EL 48.50 Relocates- B W/F o Enclosed wood Deck o Be Installed On Flow D1ffuSe", v �� o- p�ea� Ld I EL. 41.5 Shed Bedding,'"T"s, & Baffels Bottom Test Holes Paver Edging as Per Title 5 Remove & Replace' EL. 12.0 O All Unsuitable'Soils within 5' of Estimated High Groundwater N (n The Duter>P'�r'imeter of Thg System Per TO.B. Standard Lawn ry --52-- m DEVELOPED PROFILE OF SEPTIC SYSTEM NOT TO SCALE QD cn N z PERC TEST: 15,188 (D PERFORMED BY:JOHN O'DEA-SULLIVAN ENGINEERING SOIL EVALUATOR NO.2911 • WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE NOVEMBER 4,2016 SITE PASSED TEST HOLE- 1 TEST HOLE-2 TEST HOLE-3 TEST HOLE-4 EL.52.5 EL.52.5 EL.52.5 EL.52.5 GRAVEL DRIVE GRAVEL DRIVE. GRAVEL DRIVE GRAVEL DRIVE Legend: l O LA','ER IQYR 4 6 LA R I0 RYA O LAYER IOYR 4/6 LAYER IQYR 4 6 -o- Sign IQ DARK. SAND ISHBROWN DARKYELLOWISHBROWN DARK YELLOWISH BROWN. •t ' 51.6 9,, SANDY LOAM 51.8 10" SANDY LOAM 51.6 10" - ARK SANDY LOAtv{ROWN D 51.6 B LA 0 6 LA 0 6 L.. 0 6 C7 CB/DH - CO Crete BOun YELLOWISH BROWN YELLOWISH BROWN, YELLOWISH BROWN, YELLOWISH BROWN Unlit Pole �.35 3, {` 46" LOAMY SAND 48.7 44" LOAMY SAND y 2 t - 48.8 47" LOAMY SAND 48.6 45" LOAMY SAND 48.8 . 4 A 2. 4 LA 2. 7 4 LAYER 2.5 7/4 OHW- Overhead Wire S7j542S"�� PALE BROWN PALE BROWN PALE BROWN PALE BROWN MED.SAND MED.SAND MED.SAND MED,SAND E - Underground tility BvrnstN/F , 48.5 50" PERC TEST 48.3 ab/ e [and 25 GALLONS GONE IN 6 MIN. 25 GALLONS GONE IN 6 MIN. 25539/�6 -t s2 PERC RATE<2 MIN IN(LTAR=0.74) PERC RATE<2 MINAN(LTAR=0.74) • Deciduous Tree 132" NU(irnVPAl'ER-£FtFtv 41.5 132" 41.5 132" NU UK hu 41.5 132" 41.5 TITLE. PREPARED BY." PREPARED FOR NOTES: Site Plan Proposed Improvements CapeSury 1.) The structures shown were located on the ground by S r� Theresa M. & Wallace G. Riddle conventional survey methods on or between 08 OCT/13 and R e Ih 23 West Bay Road, SultE 1 y / rT 11/NOV/15. Atsullivan 'Con.0welang.J., Osterville MA 026 5 16 Mooiis Road ' : , 33 Lowell Avenue (508)428-3344•seci®sullivonengin.com (508) 420-3994 (508) 420-399 `ox Nhan t, MA 01908 2.) The property line information shod i-hereon was compiled PO Box 659.7 Parker Road copesurv@copecod.r ' from available record information.Ostery Barnstable (Coruit) Mast,--,. ww.suiliv ne 02655 www.sullivanengin.com3.) This plan is not for recording and is not to be_used for . construction layout or deed description purposes. Draft: JOD Field: 30 , 0 15 30 60 120 DATE: SCALE: ►t _ Review: PS Com :: December 6, 2016 1 _ 30 p Project: 36030 Project: C527 47 5 PROPOSED' �L , r TOP OF'FOUNDATION- 20' MI1V min CONCRETE COVERS 2 LAYER OF 4 R 4 'S PROPOSED / / / 46. E .. CONCRETE COVERS` ED STONE 46,5-1- 4" CAST IRON 1.2' ♦ ♦ / y, ! / i > > i ♦ / ♦ r ♦ / / ♦ t OR SCHEDULE 40 / > ` 4 SCHEDULE 40 P. [!C. � P. V.C. PIPE 12 X M N. 5=0.03, D=15' FLOW LINE S=0. 0,2, D= '10 t INVERT 1'10"" 5=0:02, D_10' PRECAST �lflN. 19 4 C LEACHINC EL: 44_,c 7 _ INVERT 2, IT OR , . . INVERT EL.= 43_57 q j o EQUIVALENT LEVEL EL. _43.82 oc _ ° rNVE c INNER RT INNER 6 3f4" .TO 1-1�2 ,..1500 �- 43.20 c ° . w A'ASHED s7nNE,. --------GALLONS EL. 43 37 EL.-_.____ - 43 OD � ,o SEPTIC TANK C` 0 LEACH PIT 3' 3Al PROFILE OF 12'DIAM.— SEWAGE DISPOSAL SYSTEMNOT TO SCALE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL= 34.5 ALL ELEVATIONS ARE ASSIGNED BOTTOM OF TEST HOLE 2 IS 1,2 FEET BELOW SURFACE. SOIL LOG * CONTRACTOR SHALL EXCA VATS 4.0' BELOW THE WITNESSED Y. J.E. LANDERS-CAULEY, PE. PROPOSED BOTTOM OF THE PIT THEN NOTIFY THE ENGINEER OR 'BOARD OF YEALTH TO INSPECT THE Pf 8031 SOIL CONDITIONS. GENERAL NOTES PE'RCOLA TION RA TE _ __ MINI INCH 1. THIS PLAN IS FOR CONSTRUCTION OF A 'SEWERAGE DISPOSAL SYSTEM. Z ,:PLAN REFERENCE BOOK 460 PAGE 53, LOT 2, BARN. REG. DEEDS DATE 0_4_-_0_1-93 . DATE 04--01-93 3 THIS PLAN IS FOR INSTALLATIONS REPAIR OF SEPTIC SYSTEM TEST HOLE 1 TEST HOLE 2 AND NOT TO BE USED FOR SURVEYING OR ZONING PURPOSES. DEIGN DA ?'A.`ELL._ 46.6 EL. = 47, 0 4. ALL 'WORKMANSHIP AND MATERIALS SHALL CONFORM 'TO D.E.P. - TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURPACE DISPOSAL OF SEWAGE. NUMBER OF` $EDROOMS TWO 5. ALL COVER TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN TOP & SUB TOP & SUB 12" OF FINISHED "GRADE. 2.5 44,1 'SOIL 44:5' SOIL c 5 GARBAGE DISPOSAL YES 6. EXISTING AND FINAL GRADES SHALL-REMAIN ESSENTIALLY THE SAML' UNLESS NOTED BY FINAL CONTOURS ' TOTAL ESTIMATED FLOW . 330 Gp0 7 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE . ( 165,�_._GAL�'.BR./DAY �r ;.:�2�..,,. BR.) 2*165-330 gpd OF °WITHSTANDING H-10 LOADING UNLESS THEE" ARE" UNDER MED. SAND ME`D. SAND OR WITHIN 10' OF DRIVES OR PARKING AREAS , H-20 LOADING SEPTIC TA K C P IT 1500 aI ' .. N A AC Y ___.._...�. SHALL BE USED UNDER OR WITHIN 10' OF PRf VES OR PARKING. UNLESS NOTED. LEACHING AREA REQUIREMENTS B. ANY MASONRY UNITS USED TO BRING CO VERS TO GRADE' SHALL 34.6 35.0 12 0 227 BE MORTARED IN PLACE. 12.0 SIDEWALL, AREA �_ � GAL IS.F. `1V0 DETERMINATION HAS 'BEEN MADE AS 7' COMPLIANCE WITH BOTTOM AREA _11Y CALIS/F DEEDED OR"ZONING REGULATIONS. OWNER/APPLICANT IS TO LEA CHI G C P C TY BOTTO & 6 { OBTAIN SUCH DETERMINATION FROM APPROPRIATE' AUTHORITY. N A A l M SIDEWALL)��_9_GAL 3.14 X 6 X2X 5 2 10. ` THE `•EAC4 VA TOP CONTRACTOR SHALL :VERIFY -THE ICA ATION OF ALL '6X09RGROUND 2. ) ( 314 .X6 X1,0 UTILITIES PRIOR TO ANY EXCA VATION THE; WAmRGATE WAS NOT FOUND, THE GENERAL RESERVE LEACHING CAPACITY 679 ;;GAL. CONTRACTOR SHALL VERIFY LOCATION WITH WATER DEPARTMENT.. JOB NUMBER_ 50295 ___ -- k , , 3 5� 4. ' y 1 � i , - 1 - o U. POLE `1PT 1 0 _ � �tt� D l� �! PRIMARY P � f q 2 3g' i DIST. BOX RESERVE AREA PROPOSED 28,E 1 i HOUSE - .� y " 1500 aL SEPTIC i �' , NAIL SET IN K TAN N - o -- W 16" PINE,ASS. ' a, y 0 ✓ % it E'LEV = 50.00' LOTZOE 43,820f SF. �/ S,p 0 —�--_— , .4y '� ' PROJECT LOCH TION . 169,E /� e�-8. / CIO LOT 2, LO WE'LL A UE crN COTUIT, MASS. gpvoi APPLICANT U I 4 o MARION 0 ETZGEN 8CTUTA AS S ' t 1pp f YANKEE SURVEY CONSUL TANTS P.O. BOX 265 UN/T 5, 408 INDUSTRY ROAD 05.2? MARSTONS MILLS, MA. 02648 S PH.(508)428--0055 FAX(508)420--5553 SCAL'El 1 „-10, DA TE." SEPT 09,93 PLAN 'REF. 460 PAGE 53 _ FIELD BOOK 25 PAGES 8-15 ASSESSOR'S MAP 36 LOT 37 JOB NO. 50,295 SHEET 1 OF 1. DEED. 197T/285