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I I I � � � I I- , I I �-i" -�, �I . � � � ,,� 1,- . I I ,,"� � I I 1; I I - I �,� : : t : �l I , ,, I I , � . I I I � I I 1� I- 1� .� I .11 I I . I � I ,- : I� I� � I .� I � , -,.�11 I I I . I - � . I . . I I- I I I � I �. I I I I I I I I I . . . 11 I I I � � I � - -, I I I � �I I I I ,I I -I- I � I I . I I I . . . I � I � I" I . I I I I, - . -I I I j 1, 1 I I � I . I � It I I I I 1 ", I I , , , I I �l 1� I " I -11 I I I I , " I I I 11 I I � ,, e I I - . . I I I - .-1 -1 I 1 1 1� I ,, I I I I I , I I I I I , , I ,- I I ...... 41 . - - I I - . : - I I � I- � . � . �1, 1� I "I I - I I ," . � . :, I -: " �, I I . �, . �� ; I i r . I I I 11 ., ,� ��11 : �� I 11 I� I : I .- I I I ,A� ,�-, - - ;. , I � I � � I I I � . . I I I � - , - , � I � I I 'A, I I I ," . ; I \ I .�. , -. I , I i � I , � �. .� ..� I --I . , I :,I "�". , " -, ";z� - I , � , . �.".�: , - .,z,� --� , -1- , I ,� - � ,:,- ,, _� . � � , , �,' .. � I . I .� I., 1, I I I � ,, I",. -I I, I- I 1. . "� �, " , !:. _ 1. I - � - ",�:I" ,i��,��` , : I I �/,A:t",, - I. 1� �.�,;,"�::1, I I ,�-- `��, - . I ij o,.L . -. I I . ., ; , , �-'� 1.�, � I -1 � 7 � 1. ,- .,j�L , --�, � ,-.,�,, I �� . I , �,,!�, Town of Barnstable ��Il��Il� g Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept `�." Posted Until Final%Inspection Has Been Made.'` Permit +` Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. !i Jl Permit No. B-20-2488 Applicant Name: Chris Dittrich Approvals Date Issued: 09/08/2020 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 03/08/2021 Foundation: Location: 4224 MAIN ST./RTE 6A(BARN.), BARNSTABLE Map/Lot: 351-061 Zoning District: RF-2 Sheathing: Owner on Record: ROBINSON,STEPHEN&SUSAN N Contractor Name: SHORELINE POOLS INC Framing: 1 Address: 2038 MAIN STREET Contractor License: 161240 2 GLASTONBURY,CT 06033 Est. Project Cost: $35,600.00 Chimney: Description: Installation of inground swimming pool. Rectangle 16'x 33'. Pool Permit Fee: $ 175.00 will be fenced in to MA swimming pool enclosure code �' Insulation: Fee Paid:• $ 175.00 Project Review Req: Date: 9/8/2020 Final: Plumbing/Gas ti. Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withinsixmonths after issuan2. �c�a Final Plumbing: All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures 6 the Building-and-Fire-Officials are` rovided on this ermit. P Y Pp g Yp P; Electrical Minimum of Five Call-Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed `` 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons c cting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: c� Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT -^� Final: � .� Town of Barnstable Building w►sxsrwece. Post This Card So That it is Visible From the Stre pproved Plans Must be Retained on Job and this Card Must be Kept Posted Until Final Inspection Has Been Made. . ��1y �j .e39: �� _ Permit 3' Where a Certificate of Occupancy is Required;such Building shall Not be Occupied'until a final lnspection has been made. Permit No. B-20-1219 Applicant Name: JAMES R MCGRATH Approvals Date Issued: 06/04/2020 Current Use: Structure Permit Type: Building-Detached Accessory Structure- Expiration Date: 12/04/2020 Foundation: Residential Map/Lot: 351-061 Zoning District: RF-2 Sheathing: Location: 4224 MAIN ST./RTE 6A(BARN.), BARNSTABLEti Contractor Name: JAMES R MCGRATH Framing: 1 Owner on Record: ROBINSON,STEPHEN &SUSAN N Contractor License: �CSFA-073865 2 Address: 2038 MAIN STREET Est. Project Cost: $63,470.00 Chimney: GLASTONBURY,CT 06033 y Permit Fee: $423.70 Description: construct a 24'x28' barn -no utilities Insulation: Fee Paid:, $423.70 Project Review Req: OKH Approved during COVID-19. Extended appeals period Date: 6/4/2020 Final: may apply. Plumbing/Gas Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within-six months after=issuance. All work authorized by this permit shall conform to the approved application and the approvedconstruction docum nts for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I L-- - /I Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department �� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Application Number..... ..................... MASIL SQA/V YE® Permit Fee.........I-QU e.20........Other Fee........................ 059. TotalFee Paid............................................................... ...... TOWN OF BARNSTABLE Permit Approval by.....A--,Oq ......on....�A/r-A�-x a BUILDING PERMIT .......... I..............Parcel...6.A................................... APPLICATION Section 1 — Owner's Information and Project Location Project Address Mgrl;A &r. Village &,rn 0 Owners Name--cS�zjc— KzAq�A 56--N mir. DFPT. > 0 OLD z Owners Legal Address—at>30 Ae.,,x 5-r q 7020 M CityState CT'- :EC-IM OF BARN SWL a 11r, �Q k�_3 Owners Cell # S(P-D— (9 3 3- 3 oA E-mail Section 2 —Use of Structure Use Group I&D ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial'Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3—Type of Permit ❑ New Construction El Move/Relocate ElAccessory Structure E] Change of use El Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild 0 Deck Apartment S prinkler System ❑ Addition El Retaining wall ❑ Solar ❑ Renovation ❑ Pool El Insulation Other—Specify Section 4 - Work Description X 3' b Application Number.............................................. Section 5—Detail , Cost of Proposed Construction ���(�b Square Footage of Project (9'�, Age of Structure t4 I Dig Safe Number i 3 # Of Bedrooms Existing o Total#Of Bedrooms (proposed) o 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design 1 Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage Smoke Detectors Plumbing ` 'tf ' ❑ Gas ❑ Fire Suppression Heating System ❑`Masonry Chimney ❑Add/relocate bedroom j Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal ❑ On Site Historic District Hyannis Historic District Old s Highway ❑ Y � bh Y / Debris Disposal Facility: I am using a crane ❑ Yes B/No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes No ❑ Section 8—Zoning Information Zoning District �� .a Proposed Use 4 ` a Lot Area Sq. Ft. 3 s(�0 s �.r 1P_ Total Frontage ���° Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed Rear Yard Required 5�_ Proposed ( � Side Yard Required Proposed S Has this property had relief from the Zoning Board in the past? ❑ Yes No s T-+,, A. +..1. 11/1i/7A14 � f r Office of Consumer Affairs and usiness Regulation 10 Park Plaza-- Suite 5170 Boston, Massa, setts 02116 Home Improvement for Registration. Commonwealth of Massachusetts ^ t� Division of Professional Licensure n Board of Building Regulations and Standards McGRATH POST & BEAM CO. JAMES McGRATH 7' Constructiop. b��wastar,,1 &2 Family 259 QUEEN ANNE RD.. d ' CSFA-073865 T A z`''M' F�cPires:03/14/2022 HARINICH, -MA 02645" JAMES R MC�foRATHsr)4 } ;.;. 204 CRAN1/IEti!V RD�t BREWSTER MA 02631. • orb s�� �- �� `� - Commissioner Office of Consumer Affairs and Business Regulation 1000 Washing n Street-Suite 710 Boston, usetts 02118 Home Improve tractor Registration Type: Corporation MCGRATH POST&BEAM CO. a Registration: 132935 DB/A PINE HARBOR WOOD PRODUCTS w Expiration: 10/30/2020 259 QUEEN ANNE RD. I c HARW ICH,MA 02645 w CAI A 20M415/17 Update Address and Return Card. Office of Couroumer Af airs A Business Regulation HOME IMPRO ENT CONTRACTOR Registration valid for Individual use only before the iration date. If found retuim to: Exphation Office of Consumer Affairs and Business Regulation 710/30=0 1000 Washington Street-Suite 710 MCGRATH s`` Boston,MA 02118 DAYA PINE r DUCTS JAMES R.MCG — 259 QUEEN ANNE ; `' HARWICH,MA 02645 Undersecretary Not valid without signature The Commonwealth of Massachuseus Department of Industrial Accidents - 1 Congress Street,Suite 100 Boston, MA 02114-2017 w ww mass.gov/dia NVorkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Le ibl Name(Business/Organization/Individual): i Address:.J,4 nwn-Ann - IToo.d City/State/Zip:I�Q,r\tj l 1P4 U N� Phone#:_SD8 ,q Q 0?8Q® Are you an employer"Check the appropriate box: 'Type of project(required): 1.Q I am a employer with employees(full and/or part-time).* 7. New COt1s17l1CtlOn �;;: 2. I am a sole proprietor or partnership and have no employees working for nle,." .,..:, " a �� r. any capacity.(No workers'comp.insurance required.) 8. Remodeling 3.E]I am a homeowner doing all work myself.[No workers'comp.insurance required.]' 9.,.0 Demolition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole I LE]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions S.a I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6,a We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[:]Other 152,§1(4),and we have no employees.[No workers'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. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that isproviding workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Ne1/ N111r1I6hjre ourrt ctlra nI e rnm y1 nbl Policy#or Self-ins. Lic.#:E(`„C &M-M OMS 7-dn'g A Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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. 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 r he pains an e so erjury t t e information provided above is true and correct Signature: Date: P one#: 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): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other IL Contact Person: Phone#: i �1 MCGRPOS-01 CLEDDUKE ACORO� CERTIFICATE OF LIABILITY INSURANCE DATE(M/202YYIf) CERTI 2�20/2020 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 holler is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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 NAME CT ROg xtersGray,Inc. PHONE FAX 434 Rte 134 E :(800)553-1801 ac,No:(877)816-2156 South Dennis,MA 02660 a ors .mail@rogersgray.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Travelers Indemnity Company 25658 INSURED INSURER B:New Hampshire Employers Insurance Com an 13083 McGrath Post&Beam Corp INSURER C: dba Pine Harbor Wood Products 259 Queen Anne Rd INSURER D: Harwich,MA 02645 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLO^IES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 0 OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JECa D LOC PRODUCTS-COMP/OPAGG $ OTHER: A AUTOMOBILE LIABILITY Ewe aWden SINGLE LIMIT $ 1�000���� ANY AUTO BA-448713686-20-SEL 1/31/2020 1/31/2021 BODILY INJURY Perperson) $ AUUTEO�S ONLY Ix AUTOSSyUyLEDBODILY INJURY Per accident $ X AUTOS ONLY AUTOS ONL� PeOr a deTMnt AMAGE $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ B WORKERS COMPENSATION STATUTE ER AND EMPLOYERS'LIABILITY ECC-600-4000957-2019A 7/8/2019 7/8/2020 500,000 ANY PROPRIETOEERIPARTNER/EXECUTIVE Y❑ E.L.EACH ACCIDENT $ FMandatoME,NH)EXCLUDED? N/A 500,000 E.L.DISEASE-EA EMPLOYE If yes,describe under 50U,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main St Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD .« r PINE 1118"OR" WDOD YRODUC'TS' �^ PINEHARBOR.COM 1-800-368-SHED 259 Queen Anne Road Harwich, MA 02645 ® p: (508) 430-2800 430-1115 BUILDING<DEPT. ba f: (508)rns®pinehaharbobor.c.com MAY 13 2020 ENGINEER'S STAMP TOWN OF BARNSTABLE 3A PROJECT: 24' x 28' Barn CLIENT: eve Rob nson I ,.. M' St ADDRESS: r - , x�# in Street MEMO a F a � W Barnstable, 02630 OR PHONE: a 860-633 8432 r.3 �y _ i 16 { , r r w E-MAIL: sro binson11 x.0@conet hi ADDRESS OF PROPOSED WORK: 4224 Main Street Bari'-stable Bldg. Dept• Barnstable, MA 02630 Approved by: REVISION DATE: Permit; 3/11/20 DRAWN BY: GB Scale: 1/4" - 1-0' Unless otherwise noted Page A.1 f c 1 Front Elevation FINE MARBOR WOOD,PRODU'CT5 SCALE: 1/4 = 1'-0 PINEHARBOR.COM 1-800-368-SHED 259 Queen Anne Road Harwich, MA 02645 p: (508)430-2800 f: (508) 430-1115 barns@pineharbor.com 12/12 Pitch ENGINEER'S STAMP 3/12 Pitch PROJECT: N Everlast Composite Clapboards 24' x 28' Barn CLIENT: Steve Robinson ❑❑❑❑ ❑❑❑❑ ADDRESS: ❑❑❑❑ ❑❑❑❑ 4224 Main Street PVC Trim Barnstable, MA 02630 PHONE: \qr\, \ 860-633-8432 E-MAIL: srobinson110@cox.net ADDRESS OF PROPOSED WORK: 4224 Main Street Barnstable, MA 02630 2'-0" 3'-0" 7-b" 9'-0" 2'-b" 24-0 REVISION DATE: 3/11/20 DRAWN BY: GB Scale: 1/4" = 1'-0" Unless otherwise noted Page A.2 Left Elevation PINE FOR 2 WOOD pRQDUCTS SCALE: 1/4 = 1-0" PINEHARBOR.COM 1-800-3 68-SHED 259 Queen Anne Road Harwich, MA 02645 p: (508)430-2800 f: (508)430-1115 barns®pineharbor.com ENGINEER'S STAMP Red Cedar Shingles PROJECT: CV o) 24' x 28' Barn CLIENT: Steve Robinson ADDRESS: LLH I PVC Trim 4224 Main Street Barnstable, MA 02630 PHONE: White Cedar Shingles 860-633-8432 E-MAIL: 4 4 4 4 4 4 4 4.:, .: ..4 4 4 4 4 SrOblt 1SOr1110@COX.net ADDRESS OF PROPOSED WORK: 4224 Main Street Barnstable, MA 02630 28-QI REVISION DATE: 3/11/20 DRAWN BY: GB Scale: 1/4" = 1'-0" Unless otherwise noted Page A.3 z s Rear Elevation PLNE HARBOR 3 WOOD PRODUCTS. SCALE: 1/4" = 1-0 PINEHARBOR.COM 1-800-3 68-SHE D 259 Queen Anne Road Harwich, MA 02645 p: (508)430-2800 f: (508)430-1115 barns@pineharbor.com 12/12 PitCh ENGINEER'S STAMP 3/12 Pitch PROJECT: N b 24' x 28' Barn CLIENT: Steve Robinson ❑❑❑❑ [:][--][:]ElADDRESS: r ❑❑❑❑ ❑❑❑❑ White Cedar Shingles 4224 Main Street Barnstable, MA 02630 PHONE: PVC Trim 3 860 63 -8432 E-MAIL: d d 4 4 41 d 4 srobinson1109cox.net ADDRESS OF PROPOSED WORK: 4224 Main Street Barnstable, MA 02630 24-0 REVISION DATE: 3/11/20 DRAWN BY: GB Scale: 1/4" = 1"-0" Unless otherwise noted Page A.4 s Right Elevation PINE RARBOR J, WOOD. PRODUCTS �} SCALE: 1-O PINEHARBOR.COM 1-800-3 68-SHE D 259 Queen Anne Road Harwich, MA 02645 p: (508) 430-2800 f: (508)430-1115 barns@pineharbor.com ENGINEER'S STAMP EL Red Cedar Shingles PROJECT: N 24' x 28' Barn CLIENT: Steve Robinson ADDRESS: PVC Trim 4224 Main Street Barnstable, MA 02630 PHONE: White Cedar Shingles 850-533-8432 E-MAIL: 4 4 4 4 4 B 4 4 : 4 4 4 : .Q .�, srobinson1100cox.net ADDRESS OF PROPOSED WORK: 4224 Main Street Barnstable, MA 02630 28-0 REVISION DATE: 3/11/20 DRAWN BY: GB Scale: 1/4" = 1'-0" Unless otherwise noted Page A.5 Floor Plan A3 PtN)� f A"OR 5 WOOD:_ _ PRODUCTS SCALE: 1/4" = 1'-O PINEHARBOR.COM 13—0 8—0 3—0 1-800-368-SHED — 259 Queen Anne Road STHD10 @ all posts Harwich, MA 02645 p: (508)430-2800 f: (508) 430-1115 8 x44 Frost Wall barns@pineharbor.com ENGINEER'S STAMP 71 8' x 7' Overhead Door I �0 Concrete Floor 4"-5" Fibermesh -------------------------------- ' ' 1 ¢ ---------------------------------------------------- 740 �.. y . i i i i i PROD 24" x 24" x 12" 24' x 28' Barn Concrete Pad ' 6 2 ~��- ' 4 CLIENT: AdeA7 A20 ' N. Aa Co Steve Robinson N 14' x 20' Loft ADDRESS: w/Ladder Access 4224 Main Street I Barnstable, MA 02630 PHONE: 860-633-8432 E-MAIL: ---------------------------------- srobinson110@cox.net ADDRESS OF PROPOSED WORK: 4224 Main Street 9' x 7' Overhead Door Barnstable, MA 02630 REVISION DATE: 3/11/20 - - DRAWN' BY: 2,-O„-�3,_�„ 7,_6„ 9,_0„ GB 24 0° Scale: 1/4" = 1'-0" Unless otherwise noted 7 Ai As Page A.6 T Timberpanel Frame PINE ]TA"OR w06D PRODUCTS &SCALE: 1/4" = 1'-0" PINEHARBOR.COM 1-800-368-SHED 259 Queen Anne Road Harwich, MA 02645 p: (508)430-2800 f: (508)430-1115 barns@pineharbor.com ENGINEER'S STAMP 2"x12" Ridge 1" Roof Board (4) Nails 8D 2"x8" Collar Ties 2"x8" C 24" O.C. Rafters with I c + H2.5 A Rafter Clips 4"x6" Gable Frame (Fir) Ux6" Plate Beams (Fir) 4"x4" Wind Bracing PROJECT: 7/8" Shiplap Lofts - 24' x 28' Barn N 2"x6" Loft Joists CLIENT: 6"x6" Plate Beams (Fir) Steve Robinson ADDRESS: 1"x12" Sheathing 4224 Main Street CV Ux6" Posts (Fir) Barnstable, MA 02630 o 0 4"x4" Purlins (Fir) PHONE: STHD10 Straps (all posts) w/ (1) #5 Rebar at Top of Wall 860-633-8432 2"x8" Sills (PT) E-MAIL: 5/8" Anchor Bolts 4' OC srObinson1109cOx.net ADDRESS OF PROPOSED WORK: 4 o0 4224 Main Street e � Barnstable, MA 02630 00 ** REVISION DATE: -1` 8" 3/11/20 1-4 DRAWN BY: GB Scale: 1/4" = 1'-0" Unless otherwise noted Page A.7 LsC erpanel Frame P11N"X C R 7WOOD PRODUCTS ALE: 1/4" = 1'-0" PINEHARSOR.COM 1-800-368-SHED 259 Queen Anne Road Harwich, MA 02645 p: (508) 430-2800 f: (508) 430-1115 barns@pineharbor.com ENGINEER'S STAMP 2"x12" Ridge �. 1" Roof Board (4) Nails 8D 1! .. 2"x8" Collar Ties a ° x 2"x8" C 24" O.C. Rafters with 1-12.5 A Rafter Clips Tr 4"x6" Gable Frame (Fir) 6"x6" Plate Beams (Fir) 7/8" Shiplap Lofts PROJECT: N 2"x6" Loft Joists 24' x 28' Barn CLIENT: 6"x6" Plate Beams (Fir) 6"x6" Plate Beams (Fir) Steve Robinson 4"x4" Wind Bracing ADDRESS: Q 1"x12" Sheathing 4224 Main Street NE:1 � 6"x6" Posts (Fir) Barnstable, MA 02630 00 4"x4" Purlins (Fir) PHONE: STHD10 Straps (all posts) w/ (1) #5 Rebar at Top of Wall 860-633-8432 2"x8" Sills (PT) E-MAIL: 5/8" Anchor Bolts 4' oc srobinson110@cox.net ADDRESS O PROPOSED F P POSED WORK a °O 4224 Main Street Barnstable, MA 02630 00 REVISION DATE: -1` 8 3/11/20 1-4 DRAWN BY: GB Scale: 1/4" = 1'-0" Unless otherwise noted Page A.8 501L Tff5T L OGf,: SYSTEM DESIGN CALCULATIONS: t z«+• Y Rr'v.-:r.. `. t. .cvy1 Y o•n[e �[[t' 7's�.-s__r511ot,'c-5so1cm tt +:: Lcvr -� B -fi`o: <crr:.a , r• •j ' I f ;.r -c. csr'rn Rf T r a `v • •ti..."!.Y � 'w y k' - .�:.t _ t G'+rL f 5..•1. -,rf. �'_•• ., -� ,,.,Y {.., � .r ILb CIL R:f.NG_O - T ,•.,yr. , : ,r a �Tr .s:Y r.¢.,...�ca_'^_C._a...'V'S5 T°.i:K :��ux'.x..•_.L _ a(Yt � - -`- , • �q ,..r ,r r...: ����.._�-,_,..r Z%vt.:r F w-'I: r'CL ic-,1JIN N l �,9�,4 �p c-'r,-. r�'�T^nr_""'w`.'.Y-^ .••.-r.:.cc, a'' \ b�. .e x..Cti:. a'-- of C- !. ,a(;1 r.GTrl,-v0 ltr..u,ii=aL:•t--rF`u.rJ:Jr '�R \... hY.: �}-^1IPCnCV.VAli CA,i lfW > coa- � �-_A 1 SGi LrG SJ:-OY-J'Fi0 - 4 •+1+'� ,;, ::[,A.0 ZJ"` _Y`Sew^-u�"e'+ �> �''t r.J'[',:M..,G.DErG9a._S.CI[[._S}f^C..Ni�iM;5c:91idF •ny _T,r•.T'3R a siC` G..a+c. 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"v �,,. t �'rp '.'i: ....es wry.,,. �'g'�'.., t.• `fir' Jti C - ,.••.VC �:I�. _ _ _ __._ [�-`: - a: fi +:. �. .!'n- _^ s a: S #a i Y . s ; r T. - J?B,r^ , t W3 ._.e: f'„A #, f:,.' f 9••' "-".., -:. ` .: tds:#p T''Y.3.` ✓ {; ".. q2a - .,T ----, 's ,k.. _:�S�C)t"IaT� 1\l'. ., I.M.�'t (?rREILI. _ , lace ri !mf yg r 1 eroreamoasf oce ae= snc 1 31'. .•_:, r Y y Y.: •. . ._•. _: s= '+;-, P x' r,i, "���,,, �� ''.e ,�A '.�y`' � a*r '--'-•"4 1 vw:c,.w'+ �rrs . :. *.,r -,�... 4 ,.�:r',,a '" ,...:>fF se;lflCtlefil .-<. i�4a `.,. .t y;- r .# ...i A-4 3,y e y v.F,;. .:.,- Tu a':r, t - _ 1sr!r.tA•e,Mf-so<ea oA SC,%fIG TANK it 60X G'GF3AM>�ER _ . - ..! 3 f. s y'a} n '.'W •r '`g,' n '„� x .$�usY'°n• �"SU-4 $4s ,.'.,'�-,.r. P e �,� �..,- ., '-a �-•F �. `s'' N,'3^'_ rs'�. -� I (soBteos-eeDf ern<, c...,-," -- -'s1 :za�.ae-rsa:r.. 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City 61to S CE State P4 A- Zip 6"off 3( License Number(_5f i,-6-13S65"License Type Expiration Date 31)Y 1 gl.� Contractors Email inFD® piAe_Vla6,r t:aw\ Cell # �( —q30 —A306 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Buil ' e. d the construction inspection procedures,specific inspections and documentation required by 780 d the o o arnstable.Attach a copy of your license. Signature Date r� Secti n 10—Home Improvement Contractor L Name_ iP05-r-c:w1 e&-W, C o Telephone Number Address a 59 04ft Amto- A. City k k c.A Z'\ State A- Zip Registration Number I JA3 3S_ Expiration Date_da136 1& 1 understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Buildin derstand the construction inspection procedures,specific inspections and documentation required by 780 and e T f Barnstable.Attach a copy of your H.I.C... Signature Date Se — ome Owners License Exemption Home Owners Name: Telephone Number or Work Number I understand my responsibilities under the rules and gulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date PLICANT SIGNATURE Signature Date Print Name C Telephone Number 36, P � � G%80D E-mail permit to: &(4e- V --- - Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) w Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval, Section 13—Owner's Authorization 1 as Owner of the subject property hereby ; authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: 1 1 (Address of job) G Signature of O er date Print Name i d F.. . i 1 T.... ....A-+—A. 1 III a nni 0 .� Town of Barnstable IIlfldIlgIl Post This Card So That it is Visible From the Street-Approved Plans.;Must be Retained on Job and-this.Card Must be Kept DARMITABIA asa- Posted:Until Final Inspection Has Been Made. Pe � . ,� Jj '.� 'D'Fcx ° Where a Certificate of Occupancy is.Required,such Building shall Not be Occupied,until a Final Inspection has been made. Permit Permit No. B-19-1208 Applicant Name: Matthew K Teague Approvals Date Issued: 08/06/2019 Current Use: single Family Home Structure Permit Type: Building- New Construction- 1 or 2 family Expiration Date: 08/06/2020 Foundation: Residential _ Map/Lot:_ 351-061 Zoning District: RF-2 Sheathing: Location: 4224 MAIN ST./RTE 6A(BARN.), BARNSTABLE -- Contractor Name:`- MATTHEW K TEAGUE Framing: 1 i� 9 Owner on Record: ROBINSON,STEPHEN&SUSAN N Contractor.License: CS-083445 _ 2 Address: 2038 MAIN STREET Est. Project Cost: $950,000.00 Chimney: GLASTONBURY, CT 06033 N. Permit Fee: $5,020.00 Description: Construct a new 3 bedroom, 2-car garage residential home Insulation: 7 Fee Paid: $5,020.00 1st extension granted on 2/3/2020 permit expires on 8/6/2020 Date: Final: f 8/6/2019 Project Review Req: Plumbing/Gas Rough Plumbing: Building Official - Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final_Gas: work until the completion of the same. ; Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in M G L c.142A). Building plans are to be available on site Fire Department Final All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 'Shea, Sally From: Jessica Smith <jsmith@capecodbuilder.com> Sent: Monday, February 03, 2020 8:11 AM To: Shea, Sally Subject: 4224 Main Street/Rte 6A Barnstable . Hi Sally, Good morning— cl like to request an extension for the building permit that was issued for the above address. The clients won't be ready until April to begin.: Should I write a formal request? Thanks! Jess C A P E C 0 D B U I L D E R C 0 tT Jessica Smith, Construction Project Manager 24 School Street 1 n West Dennis, MA 02670 508.258.7061 Direct CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open I ttachments or reply, unless you recognize the sender's email address and know the content.is safe! w 1 A REEF 'BUILDERS 7,e CAPE C O D B U I l D E R C O M 1� r Iz 0 January 6, 2020 , ;. Town of Barnstable Building Department 200 Main St Hyannis, MA 02601 Attn: Brian Florence, Building Commissioner Re: Building permit#B-19-1208 4224 Route 6A (Main St.), Cummaquid, MA Dear Mr. Florence, Please consider this a formal request to extend the above-mentioned Building Permit #B-19-1208 that was issued on 08-06-19 for another 6 months. Our client is not quite ready to start this project, and could not obtain financing until after the new year (2020). Should you have any questions or concerns, please contact me at 508.258.7067. Thank you in advance. Kind Regards, /EEF ew K. Teag e, esident Realty, Ltd. PO BOX 186 WEST DENNIS, MA 02670 508.394.3090 WWW.CAPECODBUILDER.COM BUILD 1NG D EPT MAY 13 ZOZO • SYSTEM DESIGN CALCULATJONS: :. � s �� �( Barnstable GENERAL NOTES: 501L TEST LOG5 : a C MA TEST HOLE 1: EL=50.3- SEWAGE pE51GN FLowt TOWN OF BARNSTAB�E A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM SOI O E 5 BEDROOM DWELLING @ 110 GPD = 550 GPD DEPTH FROM SOIL SOIL SOIL L TH R LOCUS UNLE55 H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (USDA) (MUN5EL) LEACHING CAPACITY REQUIRE Di SCANNED LESS CONSTRUCTED AS SHOWN, ANY CHANGES SHALL BE APPROVED IN WRITING 0"- O" A m a I 0 NONE 5 BEDROOMS (MAX.) @ I GPD = 550 GPD REQUIRED / 1 „_ " B fine Sandy Loom I OYR 614 NONElo C.)CONTRACTOR SHALL BE RE5PON51151 E FOR VERIFYING THE LOCATION OF ALL „ " nP d 0 G 3 NONE 10%Cobbles 10%Gravel SEPTIC TANK CAPACITY REQUiRED� v AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. DAILY FLOW= 550 GPD @ 2U0lo = 1 100 GAL. REQUIRED o UNDERGROUND A I=RHEAD UT L " Fine r : n I OYR 8 2 NONE 1 O%Gravel SAMPLED -I C_ U a 1, Rout e� I I � N OTr�: � SEPTIC TANK CAPACITY PROVIDEDi -L e o CON 5TRU CTI O I C TEST HOLE 2: EL=45.2- 1500 GAL. SEPTIC TANK(MIN. ALLOWED) 2.7 OIL 501L 501L OTHER DEPTH FROM SOIL 5 a TEXTURE COLOR MOTTLING 1 a 6,y SURFACE HORIZON LEACHING CAPACITY PROVIDEDe c INCHES (USDA} (MUNSEL) i. �a l E ( ) N I 2. 2. 0 LEACH CHAMBER w x,� 1.)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, O O 4 00 2.8 X 0 LE C CH MB R CAN LEACH TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 0"-12" a a I OYR 3 NONE Veryfriable Vt=(42.0'x 12.83')+(42.0'x2')2 + (12.53x2')2'X0,74 GPO/5F=5G 1.05 GPD � 2.)SEPTIC TANK(5),GREA5E TRAP(5), DOSING CHAMBER5(5) AND D1STRIBUTION 12"-24" P YR G NONE Firm 56 I GPD>550 GPD REQUIRED wPT LL 24"-99" an R 10Y NONE Firm L ��a fi°n7 ! A MECHANICALLY NOTE: A A OPERMITTED "d ABLE-BASE WI'I CH H S BEEN MECHAN TE G RBAG]_ DISPOSAL IS NOT WITH I N. BOX ES SHALL BE S ON A LEVEL STABLE H THIS DESIGN.( ) LL ET / er 99"-178" 2 Eire t e fine ra: 1 OYR G 3 NONE Friable SAMPLED �n COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. IN5TALb -93 AND SHALL HAVE =39. ± E I - 500 AL. SEPTIC TANK 3,)SEPTIC TANK(5)SHALL MEET ASTM STANDARD C 1127 TEST HOLE 3: EL 7 ON ( ) 1 G S f'T N 6 2G Iqi m AT LEAST THREE 20"DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- DEPTH FROM 501L SOIL 501L 501L OTHER ONE(I) -6 OUTLET DISTRIBUTION BQX{H-20 Rated;) Ed e°4 7�6. at�and NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". SURFACE HORIZON TEXTURE COLOR MOTTLING ONE(1) -42.(YX 12.83x2,00 LEACH CHAMBER 4.)SCHEDUL E (INCHES) (USDA) {MUNSEU 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6" „ RESERVE LEACHING CAPACITY PROVIDED °Q 0-9 e a 2 NONF ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE ONE(1) 32. 0'X 24.00%12' LEA H FI FIELD CAN LEACH: x 5 PLAN BOOK 180 PAGE 9 CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 9"-20" a n I OYRG NONE 20"-94" Cl ar5e/Very Coar5e Grain an I OYR 4 NONE Perc @ 80" RATE<2MIN/IN Vt=(32A0 X 24.00)0.74 GPD/5F=568,32 GPD .= `�5 Q DEED 500K 16647 PAGE 48 D DI IB I N BOX T T " 5G8 GPD>550 GPD REQUIRED ryA - m A55E55OR5' MAP 351 PARCEL G A 5TR UT O O I P 5.}RAISE COVERS OF THE SEPTIC TANK N WITH PRECAST 94-1 G2 NONE Firm _ CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6 OF * f c with Pockets a Clean Fine to Medium Gram Sand FINISH GRADE. G.)PIPING SHALL CON515T OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL E DATE OF TESTING: 09/04/03 r x 27.3 3 3 LEGEND BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 10/6. PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN C I LAYER IN TH #3. -' Manhole _- 7.) D15TR15UTION LINES FOR 501L ABSORPTION 5Y5TEM (AS REQUIRED)SHALL BE WITNESSED BY: MATTHEW T. FARRELL,EIT, BENNETT+0,O'REILLY, INC. Q)29.5 "✓ " 3A - - - -"32 EXISTING CONTOUR 4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED SAM WHITE, R.S.,AGENT, 5ARN5TA5LE HEALTH DEPARTMENT 2G - .- 32 PROP05ED CONTOUR AT END OR AS NOTED. NO WATER ENCOUNTERED USE A LOADING RATE OF 0.74 GPD/5F FOR 5121NG OF SOIL ABSORPTION SYSTEM. EXISTING SPOT GRADE 5.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEA5T 3G 205 PROP05ED SPOT GRADE 2'BEFORE PITCHING TO 501L ABSORPTION SYSTEM. WATER TEST DISTRIBUTION BENCHMARK -W-- WATER SERVICE LINE BOX TO ASSURE EVEN DISTRIBUTION. TEST HOLE 4: EL=47.8± - DEPTH FROM 501L 501L 501L 501L OTHER ;' To of MHB -0 - OVERHEAD UTILITY SERVICE 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6 MEASURED BELOW SURFACE HORIZON TEXTURE COLOR MOTTLING p -T_ THE OUTLET INVERT. (INCHES) (USDA) ( 28 x 33.0 38 EL=39.33 (Assumed) UNDERGROUND TELEPHONE SERVICE x 35.1 IC.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 3/4"TO 0"-12" A in an LoamI0 2 NONE Friable x 8,6 / �` - G-26,7 GA5 5ERVICE LINE -1/2"DOUBLE WASHED 5TONE FREE OF IRON, FINES AND DUST AND SHALL BE 12"-3G" NONE Firm / f ' , TEST HOLE/ BORING LOCATION INSTALLED BELOW THE CROWN OF THE DI5TRIBTION LINE TO THE BOTTOM OF THE 3G"-134" I Fme a d a I OYR 614 NONE Firm r PROPOSED NATIVE STfONE WALL -- / Reso 5T 5EPTIC TANK 501L ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" 134"-187"1 Ca I FineNONE ILoo5e TOW EL=44.5± D13 D15TKIBUTION BOX LAYER OF I/8"TO 112"DOUBLE WASHED STONE FREE OF IRON, FINE5 AND DUST. 30 .,,299 x 1 BOW EL=4 1 Co CLEAN OUT ACCESS .5± /'� TE5T HOLE 5: EL=50.4± �'#3 / / 1 1.)VENT SOIL AB50RPTION SYSTEM WHEN DISTRIBUTION LINE5 EXCEED 50 FEET; 501E SOIL OTHER WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, DEPTH FROM SOIL 501E Q} SAS SOIL ABSORPTION SYSTEM SURFACE HORIZON TEXTURE COLOR MOTTLING TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. (INCHES) (USDA) (MUN5EL) 30,5 W / 40 Reserve RESERVED FOR FUTURE 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF 0"-12" A n Y NONE Friable LO-r 2 x 39.5 `� / UTILITY POLE CLEAN MEDIUM SAND (EXCLUDING TOF5010. 12"-32" D finca I OYR G NONE Firm f. 4�'�1. `'"- -. ■ CONCRETE BOUND, FOUND 13.) FIN15H GRADE SHALL BE A MAXIMUM OF 3G"OVER THE TOP OF ALL SYSTEM 32"-! 1 G i ine San a !OYR 4 NONE Firm Area= 1 1 2 Ac,± G 120"-169" C_ e- a IOYR7/6 NONE Loose - 45,787 5Fi- 32 32,2 �i*/* `` ��.,i_x� �`� / ,�2 -x-x- LIMIT OF WORK COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D051NG CHAMBER PERC @ 132", RATE =<5 MIN/IN *' 1# o: 42.1 OC�C� STONE WALL AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER / #_._ �..i_ OF 911. - DATE OF TESTING: G129120I G - gA x 35. 14.) FROM THE DATE OF INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL �..� x-� 5�p RECEIPT Of A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE SOIL A550RP- PERCOLATION RATE: LE55 THAN 5 MIN/INCH IN C2 LAYER IN TH #5. N Limit Of Work ZONING TABLE WITNESSED BY: MATTHEW T. FARRELL, EIT,J.M.OREILLYAS50CIATES, INC. T ..�. ■ r` g2 TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE U5E OF SUCH DAVID STANTON, R.5,, AGENT, BARNSTABLE HEALTH DEPARTMENT N' r-x- AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM, m a► - 1 NO WATER ENCOUNTERED � 3 '� / 1 AP-AQUIFER PROTECTION OVERLAY 15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION USE A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF SOIL ABSORPTION SYSTEM, BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER,IF TH15 SYSTEM RE- CERTIFICATION } m tipeoo� RF-2 -RESIDENTIAL DISTRICT QUIRES A VARIANCE)AND MAY REQUIRE SUCH PER50N TO CERTIFY IN WRITING I CERTIFY ON (PATE) I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE ,� _- 05 x 42 7 THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALY515 WAS PERFORMED BY ME CON515TANT WITH 28 Q004 PERMIT AND APPROVED PLAN5, 48 HOURS ADVANCE NOTICE 15 REQUESTED. THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. pp ` 40.7 x 4514 x 44,7- REQUIREMENT5i I G.)SOIL REMOVALI ALL A. B 4 C I LAYERS(TEST HOLE 4). SHALL BE REMOVED Signature bate O f0 LOT SIZE 43,5GO 5F Ell FOR A DISTANCE OF 5'FROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN / 5�4' Gy x 43.3 FRONT SETBACK 30 FEET SAND LAYER. AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO Ba�k`Oot h 51DE SETBACK 15 FEET MINIMIZE SETTLING. SAND FILL MUST MEET SPECIFICATION OF 310 CMR 15.255(3) 42 ~.--serpent REAR SETBACK 15 FEET CONSTRUCTION IN FILL A 51EVE ANALY515 MAY BE REQUIRED BY THE LOCAL x 45,0 BUILDING HEIGHT 30 FEET APPROVING AUTHORITY. PROP k FRONTAGE 20 FEET 17.) OWNER/CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR AZ 28 k OSFfp O WIDTH 150 FEET G 22, A TO EXCAVATION, 44 SA r r�gGF 18.)THE LIMIT OF WORK 511ALL BE A STAKED SILT FENCE CONSTRUCTED PRIOR PROP 7-(D5 .1 d•5� 2p ON PLAN VIEW - f 5 OS 5� qt° PROPOSED COVERAGE TO START OF PROJECT. LOCATED AS SHOWN _ _ __. _-:--�..^ _._ _ Fb ,.: } .r� BENCHMARK 2: `'`�£ r e�oRO v To of Foundation strake OFBL� OMO ,), p p W`1 ` L! ��'' LOT AREA 48,787 5F TO BE SET PRIOR TO � O� NG os START CONSTRUCTION ° 4 LOT COVERAGE: HOUSE�ATTACHED GARAGE 1.970 5F 44 �, � G / Gq OPOSBa rt 7.4 DETACHED GARAGE 6 16 5F / COV. ENTRY 4G SF r05�G� 48.0, x 47,0 POOL 427 5F Fv k TOTAL 3,059 5F COVERAGE=(3.059/48,787)X 1 00%= G,3% ONE COVER/IN5PECTION PORT N .. x ,4 RAI E WITHIN 3" FIN15H GRADE / l ` sT 5 D To W GRADE PLANE,r BUILDING HEIGHT: DWELLING ONLY 46,8 c� / U #4 100' 0)� NORTH: 41.8+47.4/2= 44.G � / 4 '�'s.e 48 Gramyece �' - ��Jry EAST 47.4 0 .4 8.0/2= 47.7 lk� p9,1 WEST: 44.7+41.8/2= 43.3 SCANNED 5 1 . CIO¢/ �> GRADE PLANE EL-45.5 / / �',3• x A� MAX PEAK EL= 30+45.5 EL=75,5 0 M� *0 so _ �m 5 •\- J� w ____... ._.- 5p;5 ~ . ' DWELLING 24.3 FEET FROM TOF 50 ova �, o�� S• ,�� m/ .4 PROPOSED HEIGHT: 24.3 + 49.0 = 73.3 EL=73,3 4 �O x n,,;9 PROPOSED EL= 73.3 < EL=75.9 MAX., HEIGHT OK BUILDING DEPT. 4 IVaI 43 x 51,6 so '° 50 �'� t 50 Q x 4 a ,3 I� 210 1 �s MAY 13 2020 so J �� _ 4R04p5ED Gzmt x0 TOWN OF BARN S� � ___ �;_ .._, a 5A5 PLAN VIEW SCALE: I° = I o' 8,6 2 0•oo, • � _ _ __-- _.... SDKs X 3/215 �g _ BENCHMARK: r c-- IP LA N Top of MHB 50 .5 {' 5CAL 0)' EL=50.38(A55urmed) �d9�o so so, THI5 AREA IS SERVED .` M� ��� pave ��� BY TOWN WATER. FLOW PROff ILE: _ /n men T NOT To SCALE 24"DIAMETER CONCRETE COVERS FOUR(4)COVERS RAISED TO WITHIN 5"FG: 2 TANK, I DBOX, I SASE` a L RA15ED TO WITHIN G"OF FINISH ,L 51.0 TOP OF FOUNDATION GRADE(OR A5 NOTED) `so EL=49.04- (SEE NOTE#5) Pro o5ed EL= 48.2 Pro o5ed EL-47.9± Pro o5ed EL=47,0± ` "a�/ 1` ✓ 48,6 33"Proposed ROBIN 5O N RE51 D E N C E 5.9± (9"M:n-3G"Max) 44.25-�- "�.. 47,9 2" LAYER OF 1l8"- 1l2"STONE do Jim Hagerty, Reef, Cape Cods Home Budder, PO Box 18G,West Dennis, MA 4 .00 1011 ,, 50 3/4"- I-Ii2"STONE SITE SEWAGE DISPOSAL SYSTEM DESIGN T 3, O i 3" 44.04 3.8 N !:•' 4'0" T 4224 Main Street, Cummaquid, MA 2„DROP GAS BAFFLE 1. 0 USE FOUR(4)5HOREY PRECAST J.M. O'REILLY & ASSOCIATES, INC. 500 GALLON LEACH CHAMBERS 9.2' Professional Engineering & Lend Surveying Services Longest Run WITH 4'OF STONE AROUND �---14 25' 12 1500 GALLON (END VIEW) _ sy DB-6 -EL=32.2 BOTTOM OF TEST HOLE#4 LEACHING CHAMBER 157s Main street - Route SA SEPTIC TANK D-BO 4 2.0'x 12.83'x 2.0' X (508)896-6601 Office Brewster, MA 7302631 (508)696-8602 Fax H-20 DATE: SCALE: BY: CHECK: JOB NUMBER: 4/2/19 A5 Noted MTF JMO 5003-37725 Barnstable I CERTIFY THAT THE EXISTING GARAGE FOUNDATION OWNER OF RECORD MA SHOWN HEREON 1S LOCATED AS IT EXISTS ON T E-GROUND. Stephen&Susan N. Robinson q Deed Book 29845 Page 45 LOCUS DATE h � :�� Z C) Plan Book 180 Page 41 'motif ' �e� Assessors' Map 351 Parcel 61 c� �a P.L.S. 3.4CM c° Route ?r Sulz'q��Pf t . rn v m M a 0 m o NOT TO SCALE 0 m c c � �a a. a 11 I, Je r Edge of o1/0 a 0 �o^ o� d� did BENCHMARK 1i Top of MHB / EL=39.33(Assumed) w LOT 2 •+fix` Area=1.12 Ac.± o k�X`x 48,787 SF± , x, max` x� r�, M �x x x x x—x x x—x—x�x �x k k NEW 2g1, } F RAGE TO F���lON .5f 35.0' i ,y EXISTING i T� �4g cRETE rV n n m BENCHMARK 21 ELp of MHB C, 50.38(Assumed) Rov T AS-BUILT PLOT PLAN ` SHOWING EXISTING HOUSE FOUNDATION AND \ `✓tr 6 NEW GARAGE FOUNDATIONOUNDATION et A A State / 4224 MAIN STREET, BARNSTABLE, MA //'aA PREPARED FOR Way STEPHEN ROBINSON 0 20 40 60 \ SCALE 1"=20' AUGUST 27, 2020 G:\AAjobs\ReeRobinson\3772BReefGARAGEFNDasbuilt.dwg Drawn by:MTF JMO-3772A J.M. OIREILLY & ASSOCIATES, INC. 1573 Main Street, P.O. Box 1773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601