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0122 PINQUICKSET COVE CIRCLE
�r - . _ _. . _ � - i G I f 1 I ' �� 2 l- I i :� ,� . , I, � G = �. __.._... , - --. ,.,, h - � _ ,. _ � _ �:_,. .„ _ � _ wr � �. _ _ - -- ._ - -== BARNSTARLF:. post This Card.SdThat it is Visible From the.Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted nunaing MASS.9' Until Final Ins Has Been.Made a �� rsoMPR Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit Permit No. B-17-2924 , Applicant Name: HARBOR HOMES BUILDING &REMODELING INC. Approvals Date Issued: 09/07/2017 Current Use: Structure Permit Type: Building-Detached Garage-Residential Expiration Date: 03/07/2018 Foundation: Location: 122 PINQUICKSET COVE CIR,COTUIT Map/Lot: 005-068 Zoning District: RF Sheathing: Owner on Record: HERWECK,STEVE&DANA Contractor Name: HARBOR HOMES BUILDING & Framing: 1 Address: .122 PINQUICKSET COVE CIRCLE REMODELING INC. 2 COTUiT,'MA 02635 Contractor License: 147503 Chimney: Description: construct a rec room with a bath and wet bar. Fees paid with tb-17- Est.Project Cost: $ 100,000.00 22227 Permit Fee: $ 100.00 Insulation: Project Review Req: construct a rec room with a bath and.wet bar. Fees paid with tb- Fee Paid: $ 100.00 Final: 17-22227 Date: 9/7/2017 Plumbing/Gas Rough Plumbing: Final Plumbing: Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this.permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and 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 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. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1. Foundation or Footing 2.Sheathing Inspection Final: /J P 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5. Prior to Covering Structural Members(Frame Inspection) 6. Insulation Low Voltage Final: 7. Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty Fire Depart nt g y fund" (asset forth in MGL c.142A). � Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT rf M r Insulation Certificate 122 Plnquickset Rd Falmouth Number and Street City Barnstable bunty Subdivision Lot Number Permit Number Description.of Installation. ROOF Product_Closed cell foam Lot Number Thickness(Inches) 5.5' Thermal Resistance(R-Value) 38 EXTERIOR WALLS Product_Open cell foam Lot Number Thickness(inches) 5.5 Thermal Resistance(R-Value) 20 Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. Harbor Homes Inc General Contractor(builder) License Number 04/24/2018 Signature and Title to —Cape Cod Spray Foam LLC 111878 Sub-Contractor(Insulation Installer) I nse Number —manager:—Ivan Paulluchenk 04/24/2018 Signature and Title a 9r-, ?-t2 i^4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �'M'41 ICI ,i Map V Parcel Application # �� 7 -� !c) y Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee ���. , (2 d Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 0 of Ri 0QuiCK5 e_+ C60e. Re)o-J- Village t-1 Owner 'JfeQe, 14(AWf-Q_ Address oic seef C00(2- Telephone I U- 3 f ,e(—, K0v7 Permit Request c Square feet: 1 st floor: existing proposed 1c) I 2nd floor: existing proposed Total new Zoning District P r Flood Plain Groundwater Overlay Project Valuation IaQ1.c2"z,, Construction Type Lot Size .yJ n o yLe5 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing StructureU.JJ Historic House: ❑Yes R'<o On Old King's Highway: ❑Yes Qr<o Basement Type: ❑ Full Cr®' awl ❑Walkout ❑ Other 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: 0Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New 9A-5 Existing wood/coa�Cove: ❑Yes ❑ No 13UILUINU Detached garage: ❑existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Oth�er T�v4ii OFP:'tR�ST�'tl3LE Zoning Board of Appeals Auu horization ❑ Appeal # Recorded ❑ Commercial ❑Yes ®'No If �es site plan review# Y Current Use Proposed Use n APPLICANT INFORMATION (BUILDER OR HOMEOWNER) . �` r PNT SC.tV -M Name HA 9-&Y,?_ ► Owes Telephone Number 5-0 t Z-Vi6 -GG Y9 Address ISto r*,NtcAJ \kw License # b\ oa L F A�_ `Mo,.)Tv, ►/`\ cL, Home Improvement Contractor# �`�1 J-b 3 Email P 4-1 5 C._�u zv e- QCf-i Lo N ..n eT Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO biZA ` , W�A-Ae.{- SIGNATURE 9abuw&_,� DATE c, 1 1 "�b\l I FOR OFFICIAL USE ONLY . APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: 14,07 O FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ; ne CarnmonweaZth of Massachusetts Deparzlnerit of Ixdusfrza114c dents 1 Congress Stre4 Suite 100 Boston, �M4�rt02114-2/017 'Workers' Compensa$oa lnsra-,mce Affidavit Bmlclers/Confracfors/ Iectrid=s/Plumbers. TO BE FILED WITH THE PERMr=G AUTHORITY_ Applicant Iuformafion Please Print Le SIP - Name pasmess/OrgmdzatiorAo vi&4: OL Address: ? �S' S 46 L(I l City/State/Zip: -+� fn c— Phone# Lmyon an employer?Check the appropriate bad Type of project(regaired). L❑I ama cmplaperwi$i employees(fnll�dlorprart smc),= 7. ❑New consfrW&n z.QI am a role props ieinr orpa taaship and have no employ=wog forme in 8. �,�€mod$ling -y��y[No workers'comp.inn-- r-.El i d.J' n 9. ❑Demolition 3_[]I am ahomeowner doing Zwork myself[No wotkes'comp.in�+*�nce rec edJ t IO 0 Bm7_ding addition 4.❑I an ahomeovner andwM be bidag conkaem=to mndnct 2nwOIk cn-ypmp-tp. I—n cm an contmclo=effcr h vo waftr,cmpazsaiianiasncc or are$olo 11_C[Electrical repairs or additions eton with no employs 12.❑Plmnbingrepaim or additions 5 I am a general con�r and.Ihave bircdfhc listed on the aiiacbed sbeet 13.❑Roof repairs '5rsc have employers andhavework='comp. ' I 14.❑Other. 6-[]We arc acorporationandifs ofiic¢shavc cxerriscdfhcirrit of czcmpfionperMCrL c 152,§1(4),andwe have no employees.DToimp•"'° "•"'rmYired-J *Any applcantihat cbrOm boa#1 must also f M ovf The section below showing 6=ir volken'colopeosefonpolicy note=afion. f Homeowners who snbn:d this a 5davii bdicating they ae doing anvark and 1henbiro ootsida cm*actvrs mast submit anmw audavkinEc iing sncb. tContractnrs that ebockfhis box umst attached an additional sheet showingffie name of The sob-eontaeton and state whcthr_r or not ihose cotifies have employees. If the sub-contractors bane employees,they must prm ide their workers'comp.policy numbcn Jam an.empLayer that isprm�rdinglvorkers'coraperrsation frrsr�ra=a for eery emplayee.� Below is tke policy=':(f Ob site � ixform.afiorz. Insnrance Company Name: Pot cy#or Self-ins.Lin# ongab= Job Sim Address' Qay/9tab--/22P: Attach.a copy of the workers'canzgensafion policy ri_ecl_arailon gage(shoWhL9$ie pGRcyT=er and expIrsEGn date). FaUnre to sectse coVenp as required undr M(L c. 152, §25A is a c6mmal violation p=isbable by a fine up to$l,5 00.00 and/or one year=Tmonment as well as civil p=2JEcs inthe form of a STOP WORK ORDER.anti a fine of up tD$250.00 a day against fe violator.A copy of his sfaI opt may be forwarde&to the Office of lavesfiigations of fae DIA for msmaace coves valificatiom Ido hereby cazdertheP ' per�ISFs afperlrAy tFcaf ae urfam aftonprovided above is true and correct D :T. C p f dd use only. Do not write in this area,to be campletad by city or f7wn offuiaL city I or Town: Perfrrit/I�ieeizse# , LwotmgAufiiority(cycle one): L Board of Health 2.gmldmg Department 3.City/Town Clerk 4.IIectdcal Inspector 5.Piumbing Inspector 6.Oder Contact Perstsa: Pb Due 4h. c .. Town of Barnstable Building Department Services . angnsTi►s�, MASS Brian Florence,CBO 6 39. ► 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 UsWg A Builder RNc' �-1e YLw c 1< as Owner of the subject property hereby authorize M PAS to act on my behalf, in all matters relative to work authorized by this building permit application for: 1 a ►U L)cCr-Se-* Coge Qd. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. pr� n - Signature o er Signature of Applicant. , Print Name Print Name a k a6 Date Q:FORMS:OWNERPERMISSIONPOOLS Rev 08/16/17 I Town of Barnstable Building Department Services Brian Florence,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 BAWWABIA e www.town.barnstable.ma.us 'FD639-M�h` Office: 508-8624038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAII.ING ADDRESS: ci* town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildingpermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit fonns\EXPRESS.doc 08/16/17 the Comffwnwealth of Massachusetts Page 2 .Department of Industrial Accidenfs Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Prim_LeAbIy '£4 u � Name: '40Uwe.S �S Address: 0aJ c_c e4, EA im ex)' City -4CcA`Mo�y,-, State m�Z� Phone Work site location(full address) Companvname • G� ��'F ��Cct�,�ivN Excavation Address: I : A AeS M= iv i�CLP G City 4Ct.l mo uyln YYI C,_ Phone 5 os- '1 B ` 19k a ffi m re Co. 04A rLo- 4- Oo-, SG-n Policy# (-A)C. 53 I E.3 64_V Co an name: C Foundation Address c3 C�r1�b eI c t City 4" YY\C, Phone TnsuranceCo. O Polic # Uic 106- G- l C. Id�S Frame Com�artyname• �+� Address• 1411 1!� CJ,, u,(��o C'L q City_+ ct 4 Yy%0"u +1`�1 In Phone ��[�� '�� l 4 surance Co JsI U�n G�S�•4/l Pol icy# -1 6 9 :1 R d C)"I / a Comnanyname• 1 ° 1 C�� Q Insulation Address- 'I (as C)0,0(_City rY10 Phone SnSr- -33 / / 1 ' Insurance Co W I I I.S Policy# U),C, ej I ?,U I,,C) ./ CbMRaanyname• , _tL1• Drywall Address 1-1 9 S i^4ti uy1c,�\ G g 0c, City Phone `' 6 3lD" (oj 3.Q Insurance Co Policy# (A)C 9 Comnaryname• Qj G O rC 2� Finish Address. _City IV CL1 rn o U ► 1 r Phone Ins-wance Co 1 I U p�� Mc 0 o-%J CLA Ct_.; Policv# -so W C r ® UAICIh1M1UU1TTTT) A�H CERTWICATE OF LRABOUTY MUMNC 7/15/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMAMON ONLY AND CONFER15 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 NAME: Andrew Roth 'Murray 6 MacDonald Insurance Services, Inc. acNPo Ext: (50E)540-2400 Fac.No (508)289-4112 550 MacArthur Blvd. EMAIL andy@xislcadvice.com ADDRESS: I INSURER(SI AFFORDING COVERAGE NAIL rr i Bourne MA 02532 INSURER A:Hartford Fire Ins co 19662 INSURED wsURERB:Guard Insurance Group Joe Ores Carpentry, Inc. INSURERC: Po nc>H 661 INSURERO: INSURER E: North Falmouth MA 02556 INSURERF: COVERAGES CERTIFICATE NUMBER:16-17 Master REVISION NUMBER: THIS 15 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 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. l S TYPE OF INSURANCE POLICY NUMBER POLICY r4/2012016 POLICY �l�ODIYYVY LIMITS LTR }� COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A CLAIMS-MADE ®OCCUR PREMISES(Ea occurrence $ 300,000 08saMI5927 4/20/2017 MAED EXP(Any one person) S 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENI AGGREGATE LIMIT APPLIES'PER: GENERAL AGGREGATE S 2,000,000 POLICY J ❑PECT RO- F--]LOG PRODUCTS-COb1P10P AGG S 2,000,000 Non owned S 1,00 0,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Ea accident) ANY AUTO BODILY INJURY(Per person) S ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS NONAUT-O',NNED PROPERTY DAMAGE S HIRED AUTOS AUTOS lPeracddenN S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE S DED I I RETENTION S " 14ORKERS COMPENSATION P R OTH- ANDEMPLOYERS'LIABILITY STATUTE ER _ ANY PROPRIETORIPARTNERIEXECUTIVE Y�NIA EL.EACH ACCIDENT 5 500,000 OFFICERIB (Mandatory in NH)EXCLUDED? JGWC669962 4/30/2016 4/30/2017 (Mandatory in NH) E.L.DISEASE-FA EMPLOYEEI S _ 500,000 u yes,dsuihe under DESCRIPTION OF OPERATIONS below E.L DISEASE•POLICY LIMIT S 500.000- DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more apace is required) CERTIFICATE HOLDER CANCELLATION (509)540-7756 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Karbor homes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 156 rg'eatiCll e=_t: HwyACCORDANCE WITH THE POLICY PROVISIONS. East Falmouth, MA 02536 AUTHORIZED REPRESENTATIVE S Harrington, CIC/SMH ©1999-2014ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(20101) 4.11- ULKTIFIGATE OF LIABILITY INSURANCE 01/09/a017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFIrATIE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLJCIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S� AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. ff the ce W holder Is an ADDITIONAL INSURED,the policypes)must have ADDITIONAL INSURED provisions or be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policiOS may require an ondorsoment. A sUtement on this certificate does not confer rights to the certificate holder in lieu of such andorsemen s). FRODUCER Erica H.O'Connor HART INSURANCE AGENCY,INC. NAMC: Z43 MAIN STREET PHONE SOB-759.7326 x205 aai< 508-759-7366 PO BOX 700 5-MAIL s: eoconnor@hartinsuranoeagency.Corn A/C No BUZZARDS BAY,MA 025320700 INSUR S AFFORDING COVERAGE NAIC tl msuReRk: SAFETY INDEMNITY INSURANCE CO 33018 INsuaso 179 Sanowich Road OlyWdfl and Piaster,Inc. INSURERS: Associated Employers Ins Co. 11104 17g EaSt Falmouth,MA.02$38 INSURERC: INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VJiTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADD S R MPOLICY EFF MPOLCOY ExP Jam POLICY NUMAER LIMITS A CCMMERGAL GENERAL LtA81LtTY SMA0011160 10/01/2016 10/01/2017 EACH OCCURRENCE S 11000,000 CLAIMS-MA09 ®OCCUR OAMA - L'. $ 100,000 MEDEXP(Any ono 'son) $ 10,000 PERSONAL&AOV INJURY s 1,000.000 GEN'L AGGREGATE LIMIT APPLIES P€P.:JECT LOC GENERAL AGGREGATE $ 2,000,000 POLICY 0 PRO. ❑ OYHER: PRODUCTS.COMP/OPAGG 8 1,0001000 4 AUTOMOBILE LIABILITY 165 S 10/01/2015 10/01/2017 O ANV AUrO IEM mcdow $ 1,000,000 OWNED SCHEDULED BODILY INJURY(Perpereon) $ AHIRED -OWND UTOS ONLY AUTOS SOOILY INJURY(Par ecci9ent) S AUTOS ONLY AUTOS ONLY PRO EflI T DAMAG@ 5 S UMBRELLA LIAR OCCUR I _f EXCE35 LIAR CLAIN•S•MAOE EACH OCCURRENCC g AGGREGATE 9 OEO RETENTION 5 t WORKERS COMPENSATION WCC50050140502015A 11/14/2016 11/1412-- $ AND EMPLOYERS'UADILIFV YIN bTaf T ER OFFICGRIMSPASER EXCLUDED') GUTNE L IMentlatarq In NM) NIA E.L.EACH ACCIDENT s 500.000 If yes,tlesrnTgantler El DISEASE-EA EMPLOYEE S $00,000 DESCRIPTION OP OPQRATIONS below E.LDISE4SE-POLICY LIMIT._7 — S 500,ODD ESCRIP o OF OPERATIONS/LOCATIONS/VEHICLES(ACORD III,AddManal ftnMrkm SctWeyle,n1®y ye ittaehod IrmPlo apace 18 retaukad) ERTIFICATE HOLDER CANCELLATION Fax*(508)540-7786 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES DE CANCELLED BEFORE THE CXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Harbor Homes Builders ACCORDANCE WITH THE POLICY PROVISIONS. 192 Teaticket Hwy Falmouth.MA 02636 AUTHORIZED REPRESENTA'nVE ®1988-2015 ACORD CORPORATION. All rights reserved. 30ii®ZS(2016/03) The ACORD name and logo are registered rnarKs of ACORD 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 termsand conditions of the policy,certain policies may require an endorsement.A statement on this certificate does notconferrightsto the certificate holder in lieu of such endorsement(s). 'RODUCER - CONTACT Willis of Tennessee, Inc. PHONE g77-945-7378 FAx 888-467-2378 c/o 26 Century Blvd. E-MAIL )?_o_ Rom 305191 Fss- cer.tificates@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIC 4 INSURERA: Zurich American Insurance Company 1653.5-005 NSURED Installed Building Products LLC INSURERB:American Guarantee & Liability Insurance 26247-004 dba MAP Installed Building Products INSURERC:Ironshore Specialty Insurance Company 25445-002 165 States Rd (02562-2415) P_ O_ BOX 1309 Sagamore Beach, MA -02562-1309 INSURERD: INSURER E: I INSURER F: 3OVERAGES CERTIFICATE NUMBER:24688490 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. wSR TYPE OF INSURANCE DDL SUB POLICY NUMBER POLICY EFF POLICY EXPTR LIMITS q X COMMERCIAL GENERAL LIABILITY y Y GLO 9139527-10 10/1/2016 10/1/2017 EACH OCCURRENCE 1$ 2,000,000 CLAIMS-MADE OCCUR PFEMI5E5(taoccurence) is 11000,000 MED EXP(Any one person) s 10,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 4,000,000 POLICY a JECTPRO- FX LOC PRODUCTS-COMP/OP AGG S 4,000,000 PRO- X OTHER: $ AUTOMOBILE LIABILITY Y Y BAP 0156620-00 10/1/2016 16/1/2017 COMBINED SINGLE LIMIT(Ea 000,000 (Ea accident) $ X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS X HIREDAUTOS X NON-OWNED PR P RTYDAMAGE AUTOS (Peraccident) S $ 3 X UMBRELLALIAB X OCCUR Y Y AUC 9314206-05 10/l/2016 10/1/2017 EACH OCCURRENCE (S 10,000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED I RETENTIONS Retention $0 $ WORKERS COMPENSATION Y WC 913 9 5 2 6-10 (ADS) 0/1/2016 10/1/2017 X H AND EMPLOYERS'LIABILITY YIN 1 ANY PROPRIETOR/PARTNER/EXECUTIVEFN NIA Y WC 9139528-10 (WI) 10/1/2016 10/l/2017 E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? ((Mandatory in NH) ( ( E.L.DISEASE-EA EMPLOYEE 1$ ,0 0 0 It es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,0 0 0,0 0 0 1 Excess Automobile Y Y 002907300 10/1/2016 10/1/2017 $3,000,000. Excess of $2,000,000 underlying automobile )ESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES(ACORD 101,Additonal Remarks Schedule,maybe attached if more space is required) 'ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE HARBOR HOMES 192 TEATICRET HIGHWAY BAST FALMOUTH, MA 02536 Coll:4963839 Tpl:2083922 Cert:246 490 ©1988-2014 46ORD CORPORATION.All rights reserved 4CORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY 9NSU"NCB QATE(MMIDOI ") 9l22/a0161t5 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFOkMATiON ONLY AND CONFERS NO RIGHTS UPON THE CERTWICATiE HOLDER. THIS CERTIFICATE DOER NOT APPIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFOADCD BY`THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. if the certificate holder is an ADDITIONAL INSURED, the Poliey(1198)must he endorsed. If SUBRaGAT10M IS WAIVED,suhj@et to the terms and conditions of the policy,certain policies may require aft endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endoreement(a). PRODUCER %�cra �bt&C®raid N&M6: Southeastern Insurance Agency, Inc. :Pei�.�uDL(500)997-6061 _ j a�'Na.(s9elaeo-a73a 439 Stet© Ad. @•MAIL --- AI ___)— -ARRRE04Y-$tR@ mouthemoternisne.Com P.O. Box 79398 - --- ---- -- INSURER(SI AFFORDIR®COV€RAGE NAIL e North I�IP��i(7D��Is �°J"e ,I�7�7 - IP�'W ERP;AzboLla Protection T.ne,axarnae G1a60 INSURERS: ...--•----------- --•---- David Clearer/ DID: D C Builders INBUit@RC. -- 411 Ping Crest Beach Drive INBURERD: INSURER IE Enot Falmouth PEA 02536 INSURER P: - -- ----- - COVERAGES CERTIFICATE NIUMBF-R:2015 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABODE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO IAIHiCH 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 SHOA"MAY HAVE BEEN REDUCFG.BY PAID CLAIMS. LTR I TYPE OF IN>�UflANCE IMM POUCVAJUMBER POLICY EPP l PO PNYYYI e��Y I LIPJllY9 7C COMMERCIAL GENERAL LIABILITY. EAC 11 H OCCURRENCE g 11000,000 A I CLAIM&-MADE LJ OCCUR -OAt>ti'AGETO RENTER'.._ - ----- _.. _...- PREMI ES Eaoccunence S 100,000 9520pd2730 8/26/2016 0/26/2017 MEP EXP(Any one person) 5 S,000 PERF,OMAL a RDV INJURY 8 1,000,000 OENL AOOREQATE LIMIT APPLIE8 PER: GENERAL AGGREGATC 8 2,OD0,000 POLICYI—]jR& "E-1 LOC Fio DUCTS-COMP/OP AGO S 2,000 400 07HER: —- - S --N AUTOMOBILE LIAUIUTY ) ANY AUTO A OVVd@Q OULEQ 80QILY INJURY(Pflrpe/Son) AUTOS AUTOS 6— BODILY 8 HIRED AVT03 NON-OWNED ERT AUTOS i PROPERTY DAMAGE 5 -•- --• SPsI rt---AGE_ UPdRR19LLA LIA® OCCUR CACTI OCCURRENCE 5 ENCESS LIA® CLAIIAB-MADE AGGREGATE S WORKERS COMPENSATION AND @MPLOYLRS'LIARIUTY V 7 N IS ATUT)~ X . R ANY PROPRIETORIPARTNERIEXECUTIVE I E.L EACH ACCIDENT 6 1 000 000 OFFICL-R/MGMO@R EXCLUDED? NIA �— h (MAndalory to N'ri) 4220050907 9/13/2016 9/13/2D17 E.L DISEASE-EA EMPLOYE- $ r❑t10 r QQO 1) RIP ION OFF O deaclba PERATIONS below E.I.DISEASE-POUCYuroIT S 1 000 000 DEOCSIPnoN OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101.AddlDonal Ramaflm$Bhadule,may be allachad if more apace In required) CERTIFICATE MOLDER CANICELLATION! (505)5a0-77®6 SHOULD ANY OF THE ABOVE D€SCRIBED POLICIES BE CANCELLED BEFORE HcTYb6Y Hpfi1G8 THE EKFIRATIOM DATE THEREOF, NOTICE WILL BE GELiV€RED IN 192 Timatb cleat Hwy A=RDANCE WITH THE POLICY PROVISIONS. E raxmoutrh, MA 0253E AU4NBWIY@B R@Bp@S@N4A7iV@ Lora FiCcGerald/LHL g-at:_ a 61980,2014 AC®RID CORPORATION. All rIghW Fogerved. AGORD 26(2014/01) The AGORD name and logo am registered marks of ACORD INS026(201401) 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 RELOW_ 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). RODUCER 00509-001 CONTACT Branch 509-1 NAME: Rogers&Gray Insurance Agency A/CNN..Ext: (800)553-1801 FAX No.: (508)398-0246 334 Route ADDRESS. CLMAIL@rogersgray.com youth Dennis,s MA 02664 jINSURER(St AFFORDING COVERAGE ? NAIC INSURER A: A.I.M.Mutual Insurance Company ISURED Frank Silva (INSURERS: ---------.--,---- ___..— ---_i__-- ?rank Silva Concrete Forms !INSURER C' I i 7 Misty Harbor Lane INSURER D. 3ast Falmouth, MA 02536 INSURER E � s 1 OVERAGES 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 IWTH 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. R TYPE OF INSURANCE. I D LISUB POLICY NUMBER , POLICY EFF i POLICY EXP LIMITS P,iMIDD/Y I MMIDD/YYYY GENERAL LIABILITY i I i EACH OCCURRENCE is COMMERCIAL GENERAL LIABILITY ; S DAMAGE TO RENTED S ' I PREMISES Ea occurrence I} I CLAIMS-NIADE OCCUR I ! ( i MED EXP(Any one person) is PERSONAL&ADV INJURY 'S i _ ? rGGNERALAGGREGATE is GEN L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMPIOP AGG 15 11,71P OLICY I E T F7LOC AUTOMOBILE LIABILITY j I I COMBINED SINGLE LIMIT .5 I (Ea accident) I ANY AUTO BODILY INJURY(Per person) 5 ALL OWNED SCHEDULED I i I I BODILY INJURY(Per accident)i S AUTOS i HIRED AUTOS IAUTOS NON•OVYJED E I I I PROPERTY DAMAG `5 AUTOS I (Per accident) I UMBRELLA LIAB I I OCCUR i EACH OCCURRENCE S EXCESS LIAB CLAIMS MADE i AGGREGATE 5 I DED 1, 4 RETENTIONS S TATU TH-° ApDEEEPL OY X WRYLIL1TSiORERL ALppNN f V IBI i ANY P PRIET R/PgqRRT EpJEX ECUTIVE�Y I N I E L EACH ACCIDENT S 100.000.00 q !oFFIC �;MEEIBER DCCL�DED? ; v ; NIAJ VWC-100-6021954-2016A 12129/2016 12/29/2017 i (Mandatory in NH) i i ( ,E.L.DISEASE-EA EMPLOYEE! S 100,000.00 i If es describe under E:L.DISEASE-POLICY LIMIT +S �QQ,QOO,QQ .DESCRIPTION OF OF RATIONS below I )ESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) The workers compensation policy does not provide coverage for Frank Silva CERTIFICATE HOLDER CANCELLATION Harbor Homes Building&Remodeling 156 Teaticket Highway SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE East Falmouth, MA 02536 THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C ©1988-2010 ACORD CORPORATION.All rights reserved. AC0RD 26(2010106) The ACORD name and logo are registered marks of ACORD - — — - — o v vv®c'v@yo agmamw@= THIS CgRTIFICAT 9 13 ISSUED AS A MATTER OF IIOFWA'TIom cNLv AM COMMg IMO ROGWg Lp@N rNter RTIFBCATE 8eoLLOEn Tlilr CFATIFICAM DOES MIT AAFR$$MATIW-LV OR IEGJA71VELY At I), MEMO OR ALTER THE COVEITAgE AFFORDED BY THE POLICIFZ BMW. THS CERTIRICATE OF INSLWANcE oom NM CONSTITME A CC ACT ffinWEIEN THE ISWii S 1NSkMER(9);AU1iH0fflZ9D IREPRESENTAMVE OR PJIL0J0=E9k AND THE tCERTIRCAT'E HOLDER. BRIRMTA`dA1T:.It the serllQil;olo IfDitlBr is an ADDISI®NJOL IPJ3IBR I ttee Palisy(ies) 4T 0st DO NdGfmd- 11 SUBROMMON IB WAIV€Q, sut)im to the te—m wd Gandlfaens of me policy,cePein pouCleS may VMlr6 M eltdofaRMenIL A sfetemeW an 4his centilMe doffs not.©®A9f®P egible to 91te cHmie sfe home In tim OF sued andawpmsne(s)- PRODUCER Phone:Iioe-umio9 Fax 5pg967.7ggp roMscr A1 AL.MOIDA&CARLSON IiBLIB CE AcENCy INC. vJIDNE I.C.I�P�It 52 ar (�O�J0?�Y ( 1 FALMOUTH MA02541 ESMAIL �BIIe�a@*Is>iamacsalqaae.wnz rt4I9lJSiE LIFFOatUk11G P:CAIPPW{iQ� NAJC45 INSURER A : `L'BtTl/LHeP'$1J190eI49I79I�(CD4f1�D8s�9�®9 Ceftrlglg(Ig ,2� O AL K EXCAvATiow imf INSURER : Li 9AJ1 luml Ingum2p4a 44 d Rmc-S FiAki CIR UP E FALMOUTH MA ORM IMURERC Ik8UR1;R 0: nNSURER E ItdEURER F C®1IE�ACSES CERTIEICA�t'E IM9�lflOER: 3031 REVMMNUMBER., THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BEWW HAVE BEEN 19SUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERRA OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED 13Y THE POLICIES DESCRIBE E D HEREIN IS SUBJECT TO ALL SHE TERMS,,Y.CLUSIONB AND CONDITN. CIES.LiRRfI S SHOWN RAA HAVE BEEN REDLCED HV PAID JJ1A INtIR ADD SURR TYP20FBNSIW$ANGE DnLICY 6FX PQLACYEmp A 02NERAL ILLU ,M 1NUt1 FAU6Y113Ut�®ER 111CJIS b�C�L19 09!®9/9� �4/�(i9p EACH OCCURRENCE )s COMMERCIAL GENERAL LIABIUV OAKA S RENIED St „v¢ $ II(JI,Ii CLAIM&RAADe ,F-,QCCUR MED.EAP(Any are 6al6an) $ 51119-- PERBONAL Jt ADV INJURY s 1,000,060 GENERALAGGREGATE S 2,000,000 GEN'LAr30'nECATE LIIAfTAPPLJES PER: POLICY PRO' LAC PRODUCTS-COMP/0P AGO 6 2,00,000 AUTOP9081LE JJJ1B$fD/ COMMEDEMLEurm ANY AUTO (En suldwo s ALL OWNED qlq" HEDULED BODLYIN,JURY(PagpgrWn) § AUT08 NEDBobLy0UJUflY(PaT9A:Ci "t)HIRED AUTO$ � r eonlC3m s UMA€LLA Um QCCUR EACH OCCURRENCE S EXCESS UAB WNS-MADE AGGREGATE $ DEC REMMiONS AND Uws c6aiDENSApj ili9C i� 2 0 0110TlTB3 0110Tf17 ACID @61PLOY@�S� t.>�®erry 9oavLuars eR s In OFF PROPRLTaapaF7Rd£aEl<E$IRIYE YIN E.L.EACH ACCIDENT 3 a00,099 aFFICERJt-t:IBEA 4JlCLUt3PcBP D Ic71d i )fyyc�s' dhmftr ELDIBEABEEAElY1PLQTEE $ ma'am DESCAIPIIONOFOt RAriomtat v EL IMEASE-FOUCY Lk1ftiT S ®®, DESCRIKION OF OPEIib YWHS I LOCAn0 I VEHICdFS(Llt�lal ADDRD 909,QBJAOone1 Aer�NtsscfledU4e,I4 mesa spew L3 emqutrn:t) C9RTIFICATE r#ICLUER CmCEL.LATICR SHOULi A!'4V OF 7H E ABOVE DI SCROE1).POUCIES B E CAWELL ED I�KDRE Harbor$IfafT498S TI(E EXPIRATION UATO THEREOF, NOTICE WILL BE DELIVERED IN AGCOROMCE WITBP T nE POLICY pWVMCMS_ AUntOR4E0 REPRESENrAMVE 661i AIlIefta ACORD 25(2090/m CONFORATi®LEI. All righm mmmed. The ACORC mim wto logo am moLqued rnaft eff ACC r- UP- LIARSDLD D Y ID NUMANCE 1/`9/2017 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 poiicy(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 Micha@1 Edwards NAME: Lawrence Carlin Insurance Agency PHONE (508)540-7100 FAX AIC o E A/C No:(508)540-8426 230 Jones Road E-MAIL Do SS:Michael@ lawrencecarlin.com INSURER(S)AFFORDING COVERAGE NAIC# Falmouth MA 02540 INSURER A Western World INSURED WSURERBA.I.M. Mutual Harbor Homes Building & Remodeling Inc. INSURER C 192 Teaticket Hwy INSURER D: INSURER E: East Falmouth MA 02536 INSURERF: COVERAGES CERTIFICATE NUMBER:2017 Master 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 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 DDLISUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE SD POLICY NUMBER MMiDDIYYYY MNIIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 15 1,000,000 A 'CLAIM&MADE a OCCUR DAMAGE TO RENTED 50,000 PREMISES Ea occurrence $ NPP1452408 1/5/2017 1/5/2018 MED EXP(Any one person) Is 5,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑PRO- LOC NPRODUCTS-COMP/OP AGG S 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) 5 ALL OWNED SCHEDULED AUTOS H AUTOS BODILY INJURY(Per accident) S HIRED AUTOS AUTOS PROPERTY DAMAGE 5 Per accident S UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE 5 DED RETENTIONS S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN S_TATU_TE ANY PROPRIETOR/PARTNER/EXECUTIVE MIA A E.L.EACH ACCIDENT $ 100,000 B OFFICER/MEMBER EXCLUDED? (Mandatory In NH) AWC40070094572016 11/8/2016 11/8/2017 E.L.DISEASE-EA EMPLOYE S 100 000 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 500 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) I I 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 367 Main St. ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE �'�"�`✓f David Lawrence/MEDWAR ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS02519nl4n1I I �, ��•�aru»rrsruuecc�/�n.��/l�nfr:riu•�icae//.� Office of Consumer Affairs&Business Regulation 3 HOME IMPROVEMENT CONTRACTOR Irjl TYPE:Corporation Y Registration Expiration 147563 07/18/2019 HARBOR HOMES.BUILDING&;REMODELING INC. -1 PATRICIA A.SCIUTO�E; `'156 TEATICKET HW-*Y ^;.--," EAST FALMOUTH,MA 02536 r1 Undersecretary Massachusetts Department of Public Safety ' Board of Building Regulations and Standards License: CSFA-080102 m` Construction Supervisor 1 & 2 Family PATRICIA A SCIUTO •. } ``8 PO BOX 1941 NORTH FALMOUTH MA'02556 t� ' Expiration: Commissioner 10/0512017 0:8-24-17;07:40AM;From: To: 15085407786 ;5088B89609 # 1/ 4 nal.ln -: ectl fed>: - :r�• P ovfslon Ve�l ':= ?r. >........ ...::..:..-.::-:..,r.._..•,.::,.:,:..,...,,..... c,;f:._Value :;';;:y. :=:r :. f: .. .ties. ....: .,,�.::;•>: ......-._: _ , e :,�� A`ssurri tloin,:::..,. .,..,,.:..;;r,,.,� :•.x :. •;Va ;�`' �Comm. P 402.1.1, :Ceilln insulation 9 R value. R- :R :•...:;';..,. ;. .;:>i'•,r� ;.; ...... : �...., ..:- 402.2.1, !Complies ?see the Envelope Assemblles 402,2.2, ;❑ Wood ;❑ wood j❑Does Not ;table for values. 402.2.6 ;[].Steel Steel' !QNOt Observable [FI1J1 i I❑Not Applicable ; 303.1,1,1, Ceiling insulation installed per 303.2 ;manufacturer's p i ` %' ❑DCom Iles 1 er's instructions. � ;r. `-rIBM, k }, P 300 ft2. (FI21 Blown Insulation marked every r ❑ oes Not ONot Observable ❑Not Applicable Vented attics with air permeable w 1 ' IF122]?: ?':insulation Include DaMe adjacent _ ,, 'r - e^ ❑Complies to sofflt and eave vents that ���`�+f 4F-� ��, []Does Not ! '•.2,>.'" extends e."r v over insulation. ❑ able ; •"' n. 5. , Not Observable 40;: :" V4a, . y.rG � t Applicable 2.2.4 ;Attic access hatch and dopr R_ R- (FIV :insulation aR-value of the :❑Complies :adjacent assembly, !CDoes Not I :pNot Observable 402.4.1.2 :Blower door test @ 50 Pa.<=5 ACH 50- ;❑Not Applicable [FI1711 :ach In Climate Zones 1-2,and -- ACH 50 mplies j<=3 ach in Climate Zones 3-9. ;❑Does Not ❑Not Observable ❑Not Applicable 403.2.3 !Duct tightness test result of<=4 ; cfm/100 cfm/100 :Cl [F14J1 ;Cfm/100 ft2 across the system or ; ft� ft- - Complies 1<=3 cfm/100 ft2 without air ;❑Does Not Thar ler.Ci25Pa,Forrough-in ;pNotObservabte tests,verification may need to ;❑Not Applicable ;Occur during Framing Inspection, 403.3.2 :Ducts are pressure tested to cfm/106, ; (rl27]1 ;determine air leakage with ft a cfml100 Complies ; ;either:Rough-in test:Total ft ! Does Not ;leakage measured with a ! ❑Not Observable pressure differential of 0.1 inch ! ;w ❑Not Applicable , ; g.across the system including � , the manufacturer's air handler enclosure If installed at time of ' ;test.Postconstructlon test:Total : leakage measured with a I pressure differential of 0.1 inch *g,across the entire system :including the manufacturer's air handler enclosure, ! 403.3.2.1 ;Air handler leakage designated 1manufacturer =2 of '�- �„ �. ,. . R (FI241 ;by 9 Oowerat c �; .� ��, '��•. .- ���❑Gain Ides : !design air ; , �` ` r 'R 'Cluces Not Not Observable•��❑N ; 403;11' of Applicable I2,:,• Programmable thtrmostats I'19I, )installed for control of primary ❑Compiles >heating and cooling systems and E]Does Not Initial) set b man ' # '4 Not O specifications. to «�_.°.'` - �r ❑ Observable "Not Applicable 40312ti ;Heat pum thermostat is - ,•r_v, Y P t nstalled �> .�,�.�M �:�c.; ;�,., �j, i 1 ' [F►1.pl;:,: F;on heat pumps. .�� ^r��•�.�,�: � ���-� -~❑Compiles ; �� x<; r��,�f i�� •..-'.. � �_�,� �?' .:�$ ClDoes Not S>' �' ❑Not Observable a,F, �',,.,.; .,,:.. �u� '�.a_.,. ems,❑Not Applicable ; Circulati S ors s ry" , �I ng service hot water ti � r- [ 1!17?°`'":�systems have aUtOmdl'IC Of �' 5id '1 � "` 'La t�❑Complies ; raccesslbl hrwv:..,�r �:,❑ �::,-;= •.,.., a manual controls, iy���w� � �,:,•,'�;�,�� ;�:xhs`,;�,� ^s, Does Not 1':4+''-�'.'MrL, ❑Not.Observable ; 'il..a �* :a•: :"% r"" 'a'' ' ' 3❑Not Applicable 1 Hlg I Impact(Tier 1) :;2;Medium Impact(Tier 2) ':3: Low Impact(Tier 3) Project Title! HARBOR HOMES Data fllename: Untitled,rck Report date: 07/20/17 Page 7 of 9 08-24-17;07:40AM;From: To: 1.5.085407786 ;50888.8.9609 # 2/ 4 ' •:;Section a� ::<,<s` :.., al:lns e�ifi i` ctlo edl�:�F'.. - - Pe o - Islon rifled-:•: &•:.R e - �:• D' a 1' sae n` es. q menu- 'r 4 ,03:6i1 - AII Q :F:' - meehanical v r�' �-' .{,: ,` x�' :.-��:;;�r, FI entllationsystem�- r�:>#.� �,�� ��,==<,��;."..:,� .,�x�.,�o fans no Compiles tested and t part of tes listed �•� ;��� ,.� M t .' :>...... meet e - HVAC equipment ment rn ��? .�"�'-• -��� � �'; �- ��❑poes N:.; �- •„i q P efficacy �',�.-�- �,,, k �; ;s:l•,:. �; `.�.; of ; •,.4,: and a!r flow!iMits, • Y '"❑ >, ,,�t�;���� �.r'�« �,�;���.,�-�,.-•,;�-,� Not Observable 403'i2`. ❑Not App boilers su ` Ilcable water pplying heat rK =} :,•:;y�;� .,.;nr �k throughtwo-pi ` } '„ •` Complies 9 one-or pe heating << rwe �s �; P ,;systems have outdoor setbacks w `�'\0rr � �Dees Not Control to I 1 �v6.*•_ v P`Tv'•1:�.�- -,.4.(.:,{•f��.,Y '22,yrv.'.> ;'<.<`• ower boiler water1ZR^" _� ❑Not Observable temperature based on _ �r'� �.��:._�'• J outdoor Applicable t �•.kx,`_i r ?, Uc ONotA ````%��+. .<_ ,:,temperature. �. 7h'� • �;,.v.�.,�, �",.,` .:;.:• .� e , 403>5211 :Heated water circulation systems 1F128j., h circulation pump.The `�_ n" ��``yf - aDC mPlies have a t F,h.. o t �. a ., +,system return pipe Is a dedicated ❑does Not ';return I e or a col "hl=�� ' �,' � y p p d water supplyt•:rid _� u,.,, Not Observable pipe.Gravity and thermos. i� ` ` •3� '��"j1 rv',❑ servable -::,Syphon ❑Not Applicable circulation systems area not present.p ent,Controls for r ��•f',.� : a � = circulating hot water system ,�,r' c • ::`; pumps start the pump with signal 'y or hot water demand within the a ud ctupancy.Controls �a,4r'r's.51 ` , ?, lautomaticalt off `. ` ': y turn the um :u .. :J, circusatlon loop hen water is In �s at set y ', �_••;. �: �'�.., .,�,,,F:, ., � Y•. r.•., 3'-polnc temperater a and no demand for hot waterexists. � MSy �� 403:5i1:2,1 Electric heat trace s stems 1-t ' F.I29.)� "r;..comply with IEEE 515.1 or Y� 34 '"'` OCompiles UL y� N .-Ji`rr. ,V. `.Z.::FS+P a ; :;5I5,Controls automatically �' J' Q ._ " `�r�"�Y "�❑D66s Not adjust the energy inputto the I .' ❑Not Observable heat tracing to maintaln the ! "sic =� I w rnperature In them rrk � 1Si DNoe A pP li de Ater to law .kY,..: cable ; 403:5'2`.- >aWater � EI30 distribution systems that a> f have recir Complies ; culation pumps that i �} •� ,.�" �,;,. P ;pump water from a heated Does Not the he y ?, ,. ;r` !' supply pipe back to heated °^', j : lg Not Observable ; Jwatersource through a cold '°r`'� ice:"� �� �❑ 9 �.t r ,.. DNotApplicable ,:!water supply pipe have a f ". ^ •4c, ? �.Y-�,. ' _ "�-°.i'- •"i<��si' �• Wit;=�'' ' ,demand recirculation water ;Isystem.Pumps have controls $ :elm" '(that manage operation of thezo pump and limit the temperature 34y,� '�' wAE.`��''• Sa: 'C> •,. of the water, entering 5 k �x '.•x.. ,-Y,}.;, n•1 the cold .���,,� � ��r.�1�. '�.�•'��:�„ �..._ .'�:.::'`•"lwater piping to 104 F. � :.�'��' :Y,���#� ' •�,, ` . F S4S' ,Drain water hear rec its ;= v, r ,X_sy., •. r.� ...: ;r 8very units ce with t �' y' R3 Corrmplles l3�1 tested in accordance t CSA ^��n'' ,�N.�•• �' sf >�B55,1.Potable water-side r � '' ' Qpoes Not ` �-i1 pressure lass of drain Waterf t: yi w,= °� recovery heat vt�; 4�i , 4 ;pNot Observable Y units<3 psi for ::T�. r '•,. 3s �• ��`�•'`�4;h: ON G=,-t,,.,r '' s _�' lax_N of Applicable Individual units connected to one , ` ' >° ' or two showers.Potable water- :ter side pressure loss of drain water `' r, a '�3 ' 4 - 1ti:6,.1 .,heat recover units< f '�^� p '��, ��'•°'��'�' '�~ Y 2 psi for �,�':g«p�v�);yz2�u:�• . �.. A v . units tS tp :.�.x �->� s.,r• � �, •;� :three or showe Vie.; �_ a ,.• " *. ;�, •; more , .,:,-^•• ,•, �'� •�•/.,,..a r5. �/.+a:-t.3'` Lppr•..yy., 1/.� n,p }t n, ,'L , 4Q4.1 11.L,S:v/,7{�J41,Je Y xl.S. 'lYt it ✓ d,.,l :75%of lamps In permanent 'x"`i' � fr. [FI6]1 fixture I�` '' a� z a?OCom ll ; s or 75%of permanent :<r �. '• _ P es r flxtur g efflcaty I > ,", es have high ` ,DDoes Not 1 Does not apply to low-Vesta erE' � I y ' lighting. 9 :. F ;r;- ' ; �: ONot Observable 404 :;; . z,:•< ::r�tir , ia�`?ueq� ❑Not Applicable eel as lighting J 131' :1 F 9 9 ng systems have ' M•n� #V P n0 c FN:z4?•; ryA. x3 h,rsn'r Complies 23 continuous pilot light. (�?r'''v ia•ti3�i,,Y, t Lr�,' A, Co , Cl Does Not ,���,. , fL,�?rr.'••L :4•, fr T��.,V_x.y L•a�:;� ,1 . ;i t >'.t'„ r���rw s. r�'r EINot0 Ea;:.r�:n -ri� {. ��. �.; .r servaable �sc�o%�%_�h.',':,,�.1i«l���•t�j,-,t�'•.^'� �-�'�{.i-h <i;>�drt:;3� ca Yle ' „�;sr 'r. rl�NvtAppli 1 11,11gh Impact(Pier 11If.-i Medium Impact(Tier 2) 3, low Impact(Tier 3) Project Title: HARBOR HOMES Data filename: Untltled.rck Report date: 07/20/17 Page 8 of 9 08-24-17;07:40AM;From: To: 15085407786 ;5088889609 # 3/ 4 ;:Section: ... :r �;Flnal::lns ov1 elil>V� : e ,? slo - J r.Ca - ..,..., .....,..,, ....>,..... .. .u.,. :._ .a .a,., �.. lue�;: ies':'�'��f•, ants%Assum�ffon =�: ;:,. fir �::_ :: r: :; :U. '401.3.'.;�;:�..::Compliance certificate ��"'i�• '.• •hi}w•" .*. •Fnti"i•J� �. :.l cafe posted. � , .I:" ,>y ; rn ;; 1F17.)..; k� ❑ p V' ,T' ,- -�.a ? ,4 Com lies 5,:: ,,> ,°� ,;❑ °.r Does Not ONot Observable :. � .��.�`.-ice � �: �. ' �� �y cable 303:3?:,,.,;, �s.; x.txri» �❑Not Appli Manufacturer manuals for 'F �. � ���•�;..��.-��,- (F•.118] 'mechanical �� �, '� � °_ !❑Com Iles and water heath � +� '^�•y"-�� ¢il w ���. P . .;;systems have ben 9 �y ` ! r �❑ e provided. �9�•sa>- i,:a4,•�n�;,, ���;W,r�r T� Does Not , dryys ❑Not Observable ,`-•���.. _ . . •1:.::�-�:�•���°fi�:�:��"��-��. .., Not Applicable Additional Comments/Assumptions: I High Impact(Tier I c2;;:Medium impact(Tier z) 3 Low Impact(Tier 3) Project Title: HARBOR HOMES Data filename: Untitled.rck Report date: 07/20/17 Page 9 of 9 08-24-17;07:40AM;From: To: 15085407786 ;5088889609 # 4/ 4 2015 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 3oA0 Ceiling/Roof 42.00 Ductwork(unconditioned spaces): Window 0.29 Door 0.26 Heating system: Cooling System: Water Heater: Name: Date: Comments f TC1- 0-)ddL7 a — 1� a� AMENT KLAUER LLP Attorneys at Law 39 Town Hall Square P.O. Box 919 Falmouth,MA 02541-0919 Robert H.Ament,Esq. Telephone(508)540-6555 Kevin P.Klauer U,Esq. Fax(508)457-1293 Website: www.amentklauer.com August 23, 2017 Jeffrey Lauzon,Building Commissioner Town of Barnstable 200 Main Street Hyannis, MA 02601 " RE: 122.Pinquickset Road,.Cotuit,MA° Dear Mr. Lauzon: This office represents Steve and Dane Herweck,the,towners of the property known as and numbered 122 Pinquickset Road, Cotuit This property ts'l cated on a lot of 7.6 total acres,with approximately 3.4 acres being upland. It i's,located in RF-1.zoning district. The Herwecks,..arrecurrently applying;four a building permit to allow the construction of a small guest house located on the",property. The proposed guest house will meet all of the necessary setbacks,be g,49' from the northerlylof line(where 15' is required), 139' from the southerly lot line (where l5',is required), 274' fro the easterly lot line/front yard(where 30' is ,OF, required)and"�over,3000 from the westerlNt,linea/rear�yard(where 15' is required). Lot coverage by structures will be only 5.4%. The lans have bediv wised liminate a kitchen from the proposed structure in order to prevent it from''b\eing consid6i6d,as a sec6nd dwelling. With the removal of the kitchen,the proposed structure, ould be considered as an accessory structure,providing only some additional indoor r creational space and perhaps sleeping accommodations. This structure is not designed to be used`and,occupied by a single family,but rather as ancillary to the primary dwelling located on the{property: §240-43 of the Barnstable Zoning Bylaw provides that accessory buildings are permitted within the established zoning districts provided that the building is incidental to, subordinate to and on the same lot as the principal structure it serves. The Herwecks proposed structure meets all of these requirements and the other applicable sections of the Zoning Bylaw. As such,this project should be eligible for a building permit without the benefit of a special permit. Please contact me if there are any questions or further information required. Thank you for your time and consideration. Very truly yours, Kevin P. Klauer II, Esq. KPK/ cc: Pat Sciuto,Harbor Homes Tim Santos,Holmes and McGrath Steve&Dana Herweck TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 6 ap_" 5Parcel Application#' Health Division Conservation Division Permit# Tax Collector Date Issued, �� Treasurer _ Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic,-OKH Preservation/Hyannis Project Street Address v f Ci Village ► LL Owner -, e--s. Tom/ Address ®6 Z!!� -�T ,K ,1� Telephone 509' S 31 —D 3oS Permit Request 11KMWfAbt (aAVYJ 01&211 !�:C& �" Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation SCE 4ns Construction TYp C� ✓ �lf� `Z' I Lot Size '> 14 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) w Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes kNo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 3 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 rl C7' eiJ Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yeses ❑'No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new-size • Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: 4 Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# r Current Use2s�� iL l�-fZ� Proposed Use l ctA A1J S Jib .�i%� ud. BUILDER INFORMATION Name Telephone Number °r�2�6" 7 Address :7 PaVO�� License# 7z U� Home Improvement Contractor# � �� ps— Worker's Compensation# ALL C STRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L Y SIGNATURE S G. DATE FOR OFFICIAL USE ONLY • t J 4 PERMIT NO. y , DATE ISSUED MAP/PARCEL NO. •' r • 1 `r } ADDRESS, VILLAGE 1 1 OWNER r �" DATE OF INSPECTION: FOUNDATION FRAME INSULATION - FIREPLACE • y ' 1 ELECTRICAL:.- -TROUGH FINAL _ PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING p DATE CLOSED OUT " ASSOCIATION PLAN NO. f . y __ __ _ _ �-_-a RJ6S� Ply-o"r�t,T�e-v' � N�E�En ��`� �� Dom TOW OF BANSTABLE t"ILAMP RM AA ION Map 6-P, Parcel_ & Permit# Health Division '"2C°)O`�l ® `/ ®t94 S "�t^,�Isu� Date Issued Conservation Division za O 50 13 oy ,1+*e P1.1 Application Fee `�O. cry Z�F 0 0 Tax Collector 'Permit Fee $)s7 0 Treasurer Planning Dept. SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board /V VN__ �,V^ WITH TITLE 5 EWIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis h TOWN REGULATIONS Project Street Address f� o� PI n •GK.5ef coot Village CO / j Owner Jam cc, - Address t P1 u fC IuAie'f" Telephone — - �' _VoT'� Permit Request "' `D > y (%7 W M1h W R7 Square feet: 1st floor: existing proposed 2nd floor:existing proposed $ Total new �OaoZ Zoning District Flood Plain Groundwater Overlay Project Valuation r" Construction Type G!>00LO ' Lot Size Grandfathered: ❑Yes ❑ No' If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑. Multi-Family(#units) Age of Existing Structure lie) Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: Full ❑Crawl ❑Walkout O Other Basement Finished Area(sq.ft.k 64XS14 _5 $8 Basement Unfinished Area(sq.ft) (qi XG 3) Number of Baths: Full: existing new Al Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new �0 • First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: Yes ❑No.. Fireplaces: Existing New Existing wood/coal stove: El Yes o X Detached garage:❑existing �new size 3-4tc Pool:❑existing Anew. 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-- -Kes(dzAA,^aL BUILDER INFORMATION Name CJI.0 D Telephone Number Address hC License# 00 3a!9* f'CUCtyLVl,(�S. l: A 021&0 1 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z s FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. Y ADDRESS r VILLAGE OWNER DATE OF INSPECTION: , . r t FOUNDATION ,ye. (of�Q�ctj aR�d� Fi2a3T�>oR.ar�cT 1�aofZWt''�'� FRAME' dO�D�O�i RdX INSULATION FIREPLACE ;p ! a �: j I zj� } i VOI ELECTRICAL: ROUGH FINAL. R C*00 Y PLUMBING: ROUGH FINAL GAS: ROUGH 00 FINAL :T o FINAL BUILDING A K ". ? pi+ 4 f DATE CLOSED OUT " r ASSOCIATION PLAN NO. � v M , t"ETti Town of Barnstable Building Department - 200 Main Street •ARNSTABIX, * Hyannis, MA 02601 16.39.MASS. (508) 862-4038 ArFD��p Certificate of Occupancy Application Number: 81190 CO Number: 20080205 Parcel ID: 005068 CO Issue Date: 11/04/08 Location: 122 PINQUICKSET COVE CIR Zoning Classification: RESIDENCE F DISTRICT v Proposed Use: MULTIPLE HOUSES ONE PARCEL Village: COTUIT Gen Contractor: E.J. JAXTIMER, BUILDER, INC.' Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: CARRIAGE HOUSE Building Department Signature Date Signed t TOWN OF BARNSTABLE � BUILDING PERMIT I► I PARCEL ID 005 068 GEOBASE ID 85 ADDRESS 122 PINQUICKSET COVE CIR PHONE COTUIT ZIP - LOT 8 LC34 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 81190 DESCRIPTION CARRIAGE HOUSE W 3 CAR GARAGE UNDER PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: E.J.JAXTIMER, BUILDER, INC. Department of ARCHITECTS: Regulatory Services TOTAL FEES: $686.73 BOND � CONSTRUCTION COSTS $143,104.00 tf1E 101 SINGLE FAM HOME DETACHED 1 PRIVATE 1, .0 1ARN3TASLE, MASS. 16g9. RFD MA'S A BUILD vG DIV I N BY `. DATE ISSUED 12/10/2004 EXPIRATION DATE7 TOWN OF BARN STABLE BUILDING PERMIT " PARCEI' ID 005 068 GEOBASE ID 85 ' ADDRESS 122 PINQUICKSET COVE CIR PHONE COTUIT ,R, ZIP LOT ry"8 LC34 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 81190 DESCRIPTION CARRIAGE HOUSE W/3 CAR GARAGE UNDER PERMIT TYPE BUILD TITLE NEW RESI:DENT.IAL BLDG PMT CONTRACTORS: E.3.J'AXTIMER, BUILDER, INC. Department of ARCHITECTS: Regulatory Services TOTAL FEES: $686.73 BOND $.00 ox CONSTRUCT"ION• COSTS $143,104.00 101 SINGLE FAM HOME DETACHED 1j PRIVATE .. ..0�-�pp_�1 BAR ,.;• N:F" O n - L 1, { * STABLE, MASS. 039. 'f BUILDING DIV SI N BY DATE ISSUED 12/10/2004 EXPIRATION DATEXT THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. i w n nWiN BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELE TRICAL INSPECTION APPROVALS (Ma5- Lt D V�7L ire- 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: a SITE PLAN REVIEW AP OVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA— TION. NOTED ABOVE. TION. BUILDING � PERMIT The Commonwealth of Massachusetts Department of Industrial Accidents A Office of Investigations 600 Washington Street t Boston,MA 02111 °�M y�• www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le-ibly. Name (Business/Oraanl7ation/Individual): �[�L1Ti- �[T(J�� ��L�o l f 6Dool-S Address: iLb G 12 ES S. frt�1 f City/State/Zip:Qj6 1jC,1,'t*& Flk_6 MR01ag Phone#: 64ri . Are you an employer? Check the-appropriate box:. Type of project.(required): 1. I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. g, ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or.additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1*1.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp.insurance required.] 13.❑ Other *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 attacbed an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compens ition insurance for my em lcyees. Below is the policy and job site information. - Insurance Company,Name: ' lAt, t iC_6 L . Policy#or Self-ins.Lic..#: ` Z-S Expiration Date: Job Site Address: 12 2- `?J� /�*Dl�l�I�s��&e L � City/State/Zip&d7 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi rider t pains aloes of perjury that the information provided above is true and correct: Signa Date: �d�e� � Ph4ne#: Official use only. Do not write in this area,to be completed by city.or town of xial City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2..Building Department 3..City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• 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 rise and including the le al r resentatives of a deceased employer,or the the foregoing engaged in a joint enterp g g eP of g g _ h receiver or trustee of an individual,partnership,association or other legal entity,employing mgemployees. However.te 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 a applicantinsurance coverage require d." who has not produced acceptable evidence-of compliance with the 9 commonwealth nor an of its political subdivisions shall Additionally,MGL chapter 152; §25C(7)states `Neither the Y P Y� enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificates) 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 ' e sure that the affidavit is complete and printed legibly. The Department has provided a space°at the bottom Please b of the affidavit for you to fill o`ut in the event the Office of Investigations has to contact you regarding the,applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"*the applicant should write"all locations in ___' (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that-a valid affidavit is-on file for;future permits or'licenses..A new affidavit must be filled out.each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you.have any questions, please do not hesitate to give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts Department of Industrial.Accidents ..Office of,Investigations r 600-Washingfon-Street, ` r Boston,MA 0211L. Tel. #617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-7274749 Revised 5-26-05 www,mass.gov/dia FtHET Town of Barnstable Regulatory Services BARNSTABLE, ' Thomas F.Geiler,Director .MASS. 039. 639 g Buildin ]Division Tom-Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date - AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence o ding be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: "`'� "�l "`� c c� timated Cost �� Address of Work: (Z IC� 1 �v� COT—U, Owner's Name: Kv Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENAL OF PERJURY . I hereby apply or a permit as the agent of o er: Date ntractor Signature Registration No. OR Date Owner's Signature Q:wpfileshrms:homeaffidav Rev: 060606 i PRO° R (603)432-3666 FAX (603)432-6076 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Lakeside Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON.THECERTIFICATE One Mall Street HOLDER.TM CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.' Windham, NH 03087 INSURERS AFFORDING COVERAGE NAIL# ommm South Shore Gun to Pool Spa, Inc. NSUIERA: Acadia Insurance 3132S 7 Progress Avenue - roxmB: American Intl. Group Chelmsford, MA 01824-3606 14SLF RC: • .• NSURE1 R 0: NSU ER E: ES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE NdSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REOUIREMENT,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 OONDR10NtS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �R - -r PE of*auRANCE POLICY"U BER POLICY EFFECTNE POLICY EXPIRATION LAM DATE AGAWYn DATE 0440DFM GENERAL LVZUM CPA014582SIO 04/01/2006 04/01/2007 EACHoowwNCE f 1,000,00( X COWERCKGENERALUABLITY DAMAGE 10RENTID f 250, CLAIASMADE a OCCUR WDEXP(ftonepmw) f 5 A PERSONAL&AM NARY f 1 000 GENERAL AGGREGATE f 2,000,00( GENL AGGREGATE LMR APPLES PER _ - PRODUCTS-COhPAP AGG f 1,000.000 PoLicY M S' LOC AITOMOSLEUABILITY .. TBO 04/01/2006 04/01/2007 COMMEDSf4GLELMR f . ANY AUtO (Ee-ddert) 1,000,000 ALL OWNED AUTOS • _ 8004Y r1JUTZY f A X SCHEDULED AUTOS- (Per Parson) X HRED AUTOS . 800LY041IRY f X WWOMED AUTOS " ) ` 1 PROPERTYDAMAGE (Per ecriderI4 f GARAGE LIABILITY AUTO ONLY-EA ACCOENT S ANYAUTO - EAACC f OTHER THAN AUTO ONLY. AGG f.1 F - EXCESSKMBRELIALIABLLftY TBD 04/01/2006 04/01/2007 EACHOCCURRENCE f S 000 ,000 X OCCUR CLAllASMADE AGGREGATE f S 000 ,000 DEDUCTIBLE - f `s RETENTM f 1O,00a - - f Wf-,l:;-SCOIIPENSATIONAM MC%85259 04/01/2006. 04/01/2007 TG"�RYSiAnawrs -� rG9€;rcit5 LIA80.JTY EL.EACH ACCIDENT f 1,000 t1tY PP.,'7PRETORIP ART W RlE>QECUM& - OWKXT dEMBER EXCLUDED?. EL.DISEASE-EAEAPLOYEE f IMMIX "ryes aesai0e uaaer sPEC1At PROV6lONS below EL.DISEASE POLOYLUT S 1 No OTHER OESCRRTION OF OPERATI�I Lor/1T10NS 1 VE}/KLES/E7SCLUSIONS apo�BY ENIDORS9AENT!$PECIAL PROVISIONS - overirg Installation of Swimming Pools and related operations of the insured during the policy peri CERTIFICATE HOLDER CANCELLATION . " SMOIILD ANYOF THE ABOVE OESCRB®POLICES BE CANCHlED.BEFORE THE . E3(PIRA110N OAtE THEREOF, W ISSU4W R4URER W1 L EHOEAVOR TO MAIL . .. .. IO' DRAYS MIRITTEN NOTICE TO THE CERTIFICATE HOLDER WAM TO THE LEFT,. . BUT FAILURE TO MAIL SUCH NOTICE SHALL FPOSE NO OSLK ATHON OR LYIBLLf1Y . • - OF ANY KOM UPON THE MAWR,ITS AGENTS OR REPRESENTATNES. AUITWRIT»RIPRESENTATWE - Iloseph Rossetti/GARSA . ACORD 25(20011U8) ©ACORD CORPORATION 1986 fie -�anmwvuuea,�l! a���crc/zuaelta - License or registration valid for,individul use only P\ Board of Building Regulations and Standards before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR Board of Building Regulations and Standards Registration: .105485 One Ashburton Place Rm 1301 Expiration:,7/17/2008 Boston,Ma.02108 Type: 'Supplement Card SOUTH SHORE GUNITE±POOL 8 . RVAD BENOIT , 7 Progress Ave. f G t Chelmsford,MA 01824 Administrator Not lid i t signature BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 056174 BlrttttfAtec 03116J1945 Expires: 0311612007 f r. zo. 9623 0 Restricted: 00 RICHARD E BENOIT 54 COSHING HILL 0 PJ 6 - ORMIELI. MA •G7r.. Commissioner I �IKE toy. Town of Barnstable Regulatory Services 9BARNSrAB Mg Thomas F. Geller,Director 1639. ,. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ,, e-i�'l E Sh 1- , as Owner of the subject property hereby authorize \54iii14-- OW U-G-0 K. I rL Pod S `R, RC 11 c),L to act on my behalf, in all matters relative to work authorized by this building permit application for: ntcia I cVscT 66U t 61ZAc Get-, (Address of Job) e9 —4 t ture of Owner bate Print ame Q TORM S DVRNMRPERM IS S ION PROJECT NAME: Wg--o ADDRESS: ® /�� t,l/�C,��f ( �� e-4 PERMIT# D T� 3 DATE• M/P: 4--d s-— D ry LARGE ROLLED PLANS ARE IN: BOX' `Z SLOT DATE: q/wpfiles/archive i #5 r rIA ON i { a , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 005 Parcel O Permit# S 1196 Health Division Date Issued U I D)oq Conservation Division S�3� o�� �� �,� � Application Fee Tax Collector 'f°V 91618Id� Permit Fee by wle'sav Treasurer _ SEPTIC SYSTEM MUST F. Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis mm1 0 /� n Project Street Address l i g I",/�In �!.(r k_51 -IL coot L%`rc l Q_ - y' Village 0—Q*tJ - Owner J a(WS ee 16t+ Address I Ila LLLa.5tt Calf I Telephone Permit Request CAK G' eR'CoE IC4MV66C tDUSE Square feet: 1 st floor: existing proposed 2nd floor: existing proposed _I^ l Total new c�3a7 Zoning District Flood Plain Groundwater Overlay Project Valuation 4135/000 ' Construction Type Lot Size ACM S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ] Two Family ❑ Multi-Family(#units)- Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl -❑Walkout ❑Other 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(rnot including baths):existing new l First Floor Room Count ell Heat Type'.'d Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air:.:❑Yes ❑ No,, Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garageL`J existing_Xnew size 3-OW Pool:O existing ❑new size Barn:❑.existing ❑new size Attached garage:c3 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded LJ Commercial O Yes ❑ No If yes,site plan review# Current Use Proposed Use den BUILDER INFORMATION J Name L J 4X1I ryl.I;Z, Eu.l L D EV_, I MC Telephone Number (509)177 2 • '1 j 1 Address License# 00 30?Jr— Wm an n 2(a 0_� Home Improvement Contractor# ' Worker's Compensation# ,5000 7a0 / , 0O4 ALL CONSTRUCTION DEBM RESULTING FROM THIS PROJECT WILL BE TAKEN TO s SIGNATURE DATE FOR OFFICIAL USE ONLY + . y PERMIT NO. DATE ISSUED _ 1 MAP�PARCEL NO. - l E1D„1)R,�SS VILLAGE OWNER _ DATE OF INSPECTION: f F FOUNDATION or, FRAME } ' INSULATION u PsT-�i• Atf C 15 LJKL6 o,,)LY (CKJ `d . FIREPLACE ELECTRICAL: ROUGH FINAL rem _ - PLUMBING: ROUGH ni j FINAL GAS: ROUGH ZW S FINAL FINAL BUILDING r& °/V • I� Iv An F :� .o0 — r DATE CLOSED OUT, + ? ASSOCIATION PLAN NO. xl a, _ r' a r • a I! as r .y`t�,A'AS?4g 3`"«('T'i�' f�A ; _«a ky''R-v_: ,y°a. .'„_.. ,o-+71.v.i `:�� ❑ . P,4y rlle`1Edit- Tools ,Help s' S '•k yy � , ' +a 1 _. FF7chedwleRequested Scheduled _ Tme lnspectar: P'erfvrmed Resuh p Balance Due RmCK 10f3 '2f}i -F.ASS j �.. Field Sheet - -_- - — .s2 5 I12:00 JL,.L � Ol0 :20 F I� PnA SSFOUND 1 01 0i �. r' FR''tv1E 1 i O�:OS �OOb i 12:04 JL;U 0° OS "2a� S. SFECCQMG I 1I F INS IPJSP 1 � JL .0 �g 1 r.'20,aS r pAS S g } R i P —r 0 {j 'dean.Schedule :; t: IR! RESIDENTIAL BUILDING PERMIT FEES APPLICATIG,N FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE '®1/ 10 0 14 22' square feet x$96/sq.foot= ��� x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot,= x.0041= plus from below(if applicable) GARAGES(attached&detached) t/ a _ 7�y square feet x$32/sq.ft. = yo 000 x.0041=ACCESSORY STRUCTURE>120 sq.ft. . >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee '17-1 Projcost Rev:063004 Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:NEW RESIDENCE CITY: Falmouth STATE:Massachusetts HDD: 5713 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 11/23/04 DATE OF PLANS:NOVEMBER 1,2004 . PROJECT INFORMATION: NEW GARAGE&LOFT FOR: JIM&ROSEANN FELDT 122 PINQUICKSET COVE CIRCLE COTUIT,MASS. COMPANY INFORMATION: CANZANI ASSOCIATES ARCHITECTS 80 EAST RIDGEWOOD AVE. PARAMUS,NJ 07652 COMPLIANCE:Passes Maximum UA=340 Your Home=269 20.9%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 927 30.0 6.0 26 Wall 1:Wood Frame, 16" o.c. 2075 19.0 6.0 87 Window 1:Wood Frame,Double Pane 225 0.490 110 Door 1: Glass 42 0.490 21 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 927 30.0 6.0 25 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 Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this buildin , e-�oe� "d if appropriate,has been determined using the applicable Standard Design Conditions ne4 eo °'C equipment selected to heat or cool the building shall be no greater than 12501( of the de O� 'fired'; S'ei 7780CMR 1310 and J4.4. Builder/Designer '�vry Date _i • /� ' d L. 1290 PARA6t9US p NEW JERSEY G OF ��SgP Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:NEW RESIDENCE CITY:Falmouth STATE:Massachusetts HDD:5713 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 11/23/04 DATE OF PLANS:NOVEMBER 1,2004 , PROJECT INFORMATION: NEW GARAGE&LOFT FOR: JIM&ROSEANN FELDT 122 PINQUICKSET COVE CIRCLE COTUIT,MASS. z COMPANY INFORMATION: - CANZANI ASSOCIATES ARCHITECTS 80 EAST RIDGEWOOD AVE. PARAMUS,NJ 07652 f COMPLIANCE:Passes Maximum UA=340 Your Home=269 . 20.9%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 927 30.0 6.0 26 Wall 1:Wood Frame, 16"o.c. 2075 19.0 6.0 87 Window 1:Wood Frame,Double Pane 225 0.490 110 Door 1:Glass 42 0.490 21 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 927 30.0 6.0 - 25 COMPLIANCE STATEMENT: The proposed building design describedhere is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Condi 'ons found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of th desi ecified in Sections 780CMR 1310 and J4.4. Builder/Designer c Date . 0 41,. S R. c�� ;Z` 2 s NO. 012907 ARAMUS NEW JERSEY OF. Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:NEW RESIDENCE CITY:Falmouth STATE:Massachusetts HDD:5713 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 11/23/04 DATE OF PLANS:NOVEMBER 1,2004 PROJECT INFORMATION: NEW GARAGE&LOFT FOR: JIM&ROSEANN FELDT 122 PINQUICKSET COVE CIRCLE COTUIT,MASS. COMPANY INFORMATION: ` CANZANI ASSOCIATES ARCHITECTS 80 EAST RIDGEWOOD AVE. PARAMUS,NJ 07652 COMPLIANCE:Passes Maximum UA=340 Your Home=269 20.9%Better Than Code Gross Glazing Area or Cavity Cont. or Door ' Perimeter R-V R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 927 30.0 6.0 26 Wall 1:Wood Frame, 16"o.c. 2075 19.0 6.0 87 Window 1:Wood Frame,Double Pane 225 ., 0.490 110 Door 1:Glass 42� 0.490 21 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 927 30.0 6.0 25 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 Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditio found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the 'o, a ified in Sections 78OCMR 1310 and J4.4. ' Builder/Designer �_' r` QED C • Date s:j •sQ07 r' PAFaAMUS Q) �p NEW JERSEY � OF �S The Commonwealth of Massachusetts _._ Department of Industrial Accidents :..: ___' ®rrcc®f/fryesfigsfe®ns - � 600 Washington.Street Boston,.Mass. 02111 Workers' Compensation Insurance Affidavit name: ya(-Z,)E-P, location: +`, 1 / r �y city t�J N ` V 2—(F1O I phone# J am a homeowner performing all work myself. 0 I am a sole ro rietor and have no one workin in anv capacity Q I am an employer providing workers' compensation for my emplo�ye;'e'�s working on this iob. city. 1 ! 7T Q 1 hone#. "J insurance co. E _� . P olicy r ao Q I:am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name: address. , city phone#: ' insurance ca. olicv# camnanv namec '' address: . city- bhone#: ansnrarice co.. ;; olicv# . ... Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of$100.00 a day against me. I understand that a copy of this statement may be fo arded to the Office of Investigations of the DIA for coverage verification. . I do hereby certify un ai es o per'ury that the information provided above is truo and correct Signature I Date Print name t'm Phone# G G ! l official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (mvised 9/95 PJA) JqXe' 70ommowwea" a Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement:Contractor Registration Registration: 110609 -f I Type: Private Corporation T-- = Expiration: 11/3/2006 E J_JAXTIMER;_BUI.LDER,;INC 1�1 ERNEST JAXTIMER °: • --� °' 48 ROSARY LN HYANNIS, MA 02601 Update Address and return card.Mark reason for change. 7PS-CAI 0 50M-04/04-GI01216 ._ Address Renewal Employment Lost Card i ✓fie`Ui o rrvnzbozurea t jl BOARD OF BUILDING REGULATIONS F _ License CONSTRUCTION:SUPERUISOR Number 2CS� 003251 �.}4 Birthday 1t1r956 � i f Ezis 01% l20i1 Tr-no: 13327 I ERNEST J. JAXT x t .8 RaSARY LANE �� W, ,� s y HYANNIS; MA Q260.1' � •5"=f - Atlmmistr-dtor Town, of Barnstable Re tory Services } Thamms 1.Geller,Director BWIduag Division TomPprrY, BalldIAS Commis8i0t-eT ` . 20D Main Sttee+� �y�,M.�►Oz501 Fm . 1 p#eae 508-8Ci-�o�a 5oe 790 zso Property Owtier Must Complete and Sign TWs Section If Using A Builder hesebp autliotize (t �!�Eq tan my.b.e}aalf,. of u atCess ze?ative to work authotim&by,this buidic pc t appLcat caa fvr. lad tin c��e.s�f Gc Cm' Tw M4 (�! c3xess oz Job) - tie of Ovmtz ate• Psiat�r� TOTAL F.01 r OF THE Tp� Town of Barnstable Regulatory Services sasxsrasrr, Thomas F.Geller,Director XAM Building Division rED MA'S Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permitno. Date AFFIDAVIT HOME EMYROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. /� I�-K c D 2 /� /, Type of Work: - 2 �% 2 JF/� Es`tuna'Estimated Cost ✓5 V (/ yP Address of Work: l u 1 Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit a a ent of the owner: r t 30 -J a ;� r�� l/0(, Date Contractor Name Registration No. OR Date Owner's Name Qh ms:homeaffidav Board of Building Regula ions and Standards One Ashburton Place - Room 1.301 Boston. Massachusetts 02108 r Home Improveme46ntractor Registration Registration: 110609 - a Type: Private Corporation I Expiration: 11/3/2006 E J JAXTIME,4 BUILDER,,INC. ERNEST. JAXTIMEft. 48 ROSARY LN . HYANNIS, MA 02601 �- q - Update Address and return card.Mark reason for change. DPS-CAI Co 5OM-04/04-G101216 Address Renewal Employment Lost Card r a , I : BOARD OF BUILDfNG REGULATIONS License CONST ' -`_. RUCTIONSUPERUISOR Number CIS 00325'1 , i N . _*! BirdafeT4LT956 �j Exp 01LUAQW0P Tr.no: 13327 r -SR f�.� . ` = , ERNEST J JAXTIMEKt - 48 ROSARY LANE H i' T ; YANNIS, MA 02601` ���3� # y �, Atlministrator`i y� ' ,i -. F - N • • TONM of Barnstable Y _ Tho F.Lefler,Director Building Di'don TomPerrYs 13TXftg CDioaitssie= - 1 Fay 508790-6230 cc -,a Section • if'Use A Builder ., aid $�esa�p�,v�or3ze - I zelttive to work=tit® 1),p tea �a ernCk— Fssat�1'avte , TOTAL F.01 F The Commonwealth of Massachusetts Department of Industrial Accidents office 811BYesfigsteons 600 Washington Street Boston,Mass. 02111 Workers' Corn.ensation Insurance Affidavit name: �.• J � �,�TE ��ir.�, V��(��E�� � I..�C . q J city 1't Y t'C t� ' y 4 Q�(<!JD I phone# I am a Homeowner performing all work myself. ❑ I am a Sole pro rietor and have no one working in any capacity (� I am an employer providing workers' compensation for my employees wo�rkJing on this rob. address. G �1 pp tt ` ` p city. 'mil S I hone#. 1�� l ' ! 1' insurance co. _� olicv# ®v Lot / / / / ///%/ Lam a sole proprietor, general contractor, or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: P comuanv name: :..: address. city. phone#. insurance ca: :: , "go Jcv# company name. address: crh i 6hone#: Insurance co. olicv# _ .. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a&►e up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a tine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Offlce of Investigations of the DIA for coverage verification. I do hereby certify and tl rs and penalties of perjury that the information provided above is truF,and A orr 4 Signature Date Print name E�1 . 1 LAC -h fAe r Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (tevaed 9/95 PJA) - w . ...._.. .. 18'llCl 1 0$ ARCHITECTS I E a .wKe .°>W'me.,.,ew.e.�Ra a��„ � :, ��°.1 %.. �#a^ "°xY�"�'':�fm Xm`'� �r ¢_ �,+ ,�� '+.\ d��,��:: *vd� �' —�iumv'»w`.•r*w,�� D.n,,..w., . . . °°°" [,�`�:.:'.e>'"� k, �r` 5'�t� xi :'I�ix"I+.�ea �' RW���-?��" '�`w��.w��rs,.d�y'eww" � ,,ti• w�5YI,1;§,�#,' "`sA Y"�"",:r�r '; ,:,� �k- � � v�x,su�'�i.'?,� s.x. __. .. ti � .:..� ,,-:�?:�?' `4s +.�. �r�'wdD',.w„.v., wu '� '? :n, .,.... ,...�.w�•Den�;,.u,,.. , �.,..w� ;w �' i :r,3t c '. 4 1 x' `:.I X'a i•'... ,�m'�wDr,.zre «.. :•,:."�'� �r'::r� '� .�- ^mri,us ef..'°",r.=linrw, �� �i p+�? "���"s�a:-�r,� ,.:le.ww ,.� ��:,°�z s§; r,� ?gc �r�i�.�ar .��wz'' �'��:� �;:_t: .3 �, f ',�`-�' �'' .`�' r,;,^ r�w!w i w w�r '."t? 2 �" -#k 1." a�:` �"�,a � 'a^t"ss� .v+.t5 4s•3h9x wnY1 � ��r!r �`t v' E <. � ,a a f� x �� •nua oanD -+!` � i,rS e1 ,�au + r/'-""„ .;� aI •s s,",' � °°z^� s r x r � -.a ss,.ax�H � t x s ��. s �. �e�r;w..e- --'B�.v,.,• i< " § T .�., a,.�"�3°':. ..t a.,,.iy a�;u y '� { ..� `. :��, � .ts' ' _v'� � y ^,^�:-, C Ilya•°5,. 3#yy.; 9i'� ��,Y�„�'��f�r t'Y„ � pj Ya" �:i' � t,.. 1 �� 5 �Y eT-YINo f m',a mi. �: rtT aka^ ��'-Yg'1;.— '.t„ ��a ,rF 1•^ �p+,�.��'',� �.�,_,:��,Bw�R` .e"a'°nwmm Je ,"'� +.�r� i� e.^we. � i�{a�� E.Faww,m s.�3a E` SS �m u- k^m3• �a ,c -$�'; ra.a ne�'a:k-"--®`:w•- 7 r :.+ tTi±. + iq�`,'' I( D O® ® $ �i ese m rr�.• I I � " o o — ,�• — --- — 1 — 1---- I--- _ gg ---- S __--________� FRONT ELEVATION I - ffWED .�w..b � s�l� L UILDING DE PT.T DAT RTME FIRE DEPA a" # BOTH SIGNATURES ARE REQ /RED FOR ERtti! �t� rM � «�- s 3 dS.x=�F'7.iX +sw' ow•l ew :.aa}&��i Y A� k' :s<, X ti° m;k ar ir �u ;'" : s -u+s.J• � *�r� Tx.l� r r,w,uo r. wau - �' - n C" 4 g 17t .ra - 1GEY M i� � ( � � ^r c - �{^ib ✓7" ^t �, `�s- truer: ,.e w o � ® � . ,u C.aw.mc,®".'.:'��.�-`a ...' .. .�— �'''-~ : :'? �« mr a—iauo�nw-�ae�S ND DAT! •C V 1 0 1 O M 0 -pf w w;MR i ' e'CwWala I .:. :•. rt.)w we YYWIA•' ...� i •iD 01®cT, .. •^°W I "° I °a a—16 I JIM AINv 5EANN FELDT. �, w I rn"�..m '� ro,.,,w..ww+ "" I lay�luauuceer co.•e cll�e conlr,rws�rwuxlTy ItNAT10N5. 5.11 KL w.wen l.IIOS FRONT ELEVATION 7 9ca1., I�m«es ar.Ka w.Ib• AS'NDTCD A-1 --'----- ✓J.S, _ ro <.wm...ae,.ew. 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I I I I I I I I I I 1I I � II IL �.:,,��.=—®;.a. L1--]L--------------11--C1------11—=I— --------------,�-----�JC—L-------------CI---__�Ll---------JC---� REAR ELEVATION I - rmo e..e v,+3 �` ,—�.+1 � � ne.a•waw. � uv. wo - r 2�ywnrtr�ws�a. � ` ' w�e.p nert+•�r'iur.e w��"rs dart.rz k �.�".: °s v<,`e{t w p�awy 8j•'7R„m"'"x 4mt�on1 #i, a71 �,.nr Ns��,�un.Vv �,< �W''�.:a +E�+• *�i� � � r'w w•�nsvVf�"��••e M l� wo�a�aurwr• MA -, >�f -� �x&a"s�.� x.�� � x�—'" ..:' -,x to��•.���"2 �ee°i'crosc..'r'---�"' r: � �!' '�1 `S�1{ ��L�`• �� .. !ew- z`�- s- � �`,r r ti•nen Q' 45 as. a da pu ESP} aic§ N : ; 1 "a 1 tt q Au.� Fend,y T p r oaaw *" er a=•.m. � � � I n�' Mq.D1�ko w �d4 aaceul°°„�4a t�,�.`q y 1 A 1C.EY Mqp i.rJ.n`e""ac,11+�.�."° .•e� .�. � �i�s�� �'`�d�' a ���'.v�yc .. � ?f��""`rn'°n�Axkz i�d�., ttlaYr:vb • � ,ket f?�.�"i{"�'.� ,.�.p -`�.;�.r <�smdw�o. �'m�.�'"`oTo� � .' _ -. ew 9 9 oy-4,e.aet6 ow - oaww m.oa. wee MYJ I � � -,•�R•,u� fR. : - e1°`.ee mre' � >s a no+o.eou�"� •e v r e r o u e er I--————— •zw Deuce row. JIM AND ROSEANN FELDT I I + I I 1DO1"'"'p'm I m.naanucxr cove unct.e I I I + I I � I j i cmmr,ww�cKrene — — — .—•.w nw - Oranr,g.. eLev,unoHs FAR•p VATION 2 ---- —__-----_ sAIo4 rs uo.co co.a< A-2. I osn ate. .... 17 ARC}PffECFS t P � mwxuvu : u : r rMcxgnpv wiin.e ♦_av P�q}pu>� T 1�.ifaTfi�T�� a ar—rwiowro:wu - I I l L ' I,.EFT ELEVATION as .iw.a.ro orw �.aan rumen ro - . .. ......._.._......_....._ ......... - ���r+t��"i�rr�a�"$�'T��wq_^"••�" .�«wt,���lyR.°'��'"� -" �g ..vvfi�q�y' iNw'�(A'Sw'i�sexi - . All Al P, - _ v1KrsR nv.� ! A asr w _ e•3�:�1 !+o owe wevisloae er I I .� rov Mosoeace rare wu'eE• I JIM AND ROSEANN FELDT - r�wana>t � Tl � _ �-------I�-~--�- �ZZ E----�—Jt ��E ro....�.w� may, a•o.�,y.� 53E e�tv�noras e.nm mew.rum. 9rnlm. +N nee. . R�`6NT ELEVATION � Ay WOTW , A-3 - --, —_ - ARCMTECfS Y ' I r � »•wu ' I � `y .ni. 4�I 1 I IT' — b �K„»-.,� _ - °^ € Y». twlW. ..__ - - -I,�-a»� a...•.t4:1�.� 1" IL, �} � � �,».,I�. f J rpppN.N a, u•top t»rYa iJ � 1 ..• '�. x 11 9 ,pwi»pu ,�- �^: �pmF/ '�leN! � � �,o / o �. �. g ` L 1.1 8 Y 3 4 F��i 8 ! ,ram •/ / "+sb» / "�.. l tf % �I.aw,,,N.,��l»• f- .,.�.., d11---III 11_ � Bey¢ r- p•. S •.. .........` w�marx Irs are / �m-ww rally _ � ry, ... ... / •� /s� / W ra�swnywu / �. i FOUNDATION PLAN I rao�eci� - - New aedeeNce roa, - JIM AND ROSEANN FELOT " n.!oliw..N. ua rlNwucler cwc uaas tarot:iiAlac��crra _ - roumwnoN v.N I cpp A-4 A- i.� • s•mwaa.nc wu ' oe.w,e,wwaw ' irw•,r � "'' wa.•wmw wear o,m,rouao '• .,�_ `i: vea,me•srearo•rv.�¢ R.ri oo•�r��•w�® �q.��s•.eun...... •�+ ... _ .- ter'°` RCHM � .', mA,w.e• w..e .mu w .w..w:.^�. .. f .^^�.'�. . re.® � � .,•v e.w,.....,. .C'� w.m»e.e.m ae wove rerne a mwwi``cw.ara i , ! �. ,'wrf16oe.•"O•.wa'." u•roio• s ve•,.. ••wm n.a.m e,es .... wmma�wwun•ear .• rs,r®. Sw=' Mi wm•�tnw� ' wmvw�sm r""mc.r,.�"wp vec•�p1 aneo�r""`aimiv i -w.�•e WALL SECTION A-A .WALL SECTION BLOW UP I .w �""''"'",w• TYP.WALL SECTION B-B �,eo,..«..� - .....owe e.•,. w. � ;r ..,,.,ve 4 a ®mw•ene,�,e. 'ba - - ��� � ,,....roww.• ..�..,�•,... � � ......... `/- '�_.` •� yr ou.a-wwva mi.r ®,aawux.a+v - { •van �,-. .,�. _, . � ....._..... w�,e�,xvm aw•enn - r�'• ,nrxw.n o• .. -, '., w,..esm.wrwe�s � . 4. " ; �` ` aea•�"'n".udw°" : ,,,e��. r,vim_ p —— — —— �-� - ,.�vox,v - woe r• aaam o.ws o®® woa wex ���`�'•'''� . omu.� � .e,m,e••um - rwi•.r n�rw. r�nae,nre as - � �oxm noaa mrx�� ) w•ena � J' cam w•.e,ve - �t �wua wu �'i+oro%m i+ae°'" m':mii"a' a • ' .u:ws.�w...e ..�iLw.0- ' ♦w� WAL1 SECTION BLOW UP 2 PP�ML SECTION A-A WALL SECTION BLOW UP 3 - • - - vv v�,e ■e ulvv• sy TYR POST LOCATION RETAIL - - �•o�e c T er.�s - ,av rtmlveNce ro•. - JIM AND ROSEANN FELDT. . - m n,nauceer cwe u•ux - - - - co,uT,Hweewc`v-erm i - _ w•o..g.� - FolaDAnoN xcnae AS NOTED Lo,r• ^—5 ARCAITECfS roe cw AT� \ _ Y y, r ... VY N linp N TJ wmR I 4 ,J�,. ,,,a � IOmR•C! •D®.JTi��I. ND� 24'-U I ,,,. IL � I F: Q•i.J,IgFeR yiw•,a �—,r,�m a F e ��,�p°• �.... 1, ,fie, '.��;• I x: :.�• cr .sw a t r•orR. � a f wRR•Im m+n § I ._ - nwsrasRvi.Ien�y_ NN• a J....: - ^� p•� Q 'a ,I.� : r ._.. :..i� �'�t•,JII L°,N i"°n '— — — —._N• ._ w`°"ie.x, .4- ..i w. � g a�f � � � I� iVYNN•Ali•RNY • .,��� �,... � ...... v..p•�wN -- N rl I «x,..,�.T w� 9 �"" y Id••Di -�� of bt f Q M•/.rva F y V •OIT Ia01 4 / aII u� e"°°„ .� iFw« rarrsoN .�A•os+.F. � � . � ,1E�� N b ...... .. / 6 :yf.... ddddd Nb T,F L i T 8� '' �. :: .: � 6° Qr=P � hO W �•Iq°�V,,/� �iVl� Nb ♦4 �. O i Y E •4 � S �... N• A J / O r•� � � FIRST FLOOR PLAN - �•,.' wan Hart, - l a.u.D.,.eu»..w.a..mmaw.ma •w o J l L T. i�llA°s•m Re paau.u°x �.I�i�mxiR m Imr w�"wrox rwu - r®•11a:slxirs role • .AnRIY•alma°.+w•i xr.wl.r w...m.. JIM AND ROSEANN FELDT ' NRaAw•+AM w m•Onir+w I]]FINOALKSlT LOV!LIRLIr w (OMT•MA6lhL1Y!lTID - .ure FIRST fLOOR'LAN 0.17 ua•!w Nseea AD;VTW Lomm. A-6 - _ —�— ND DAt! R!V 1�,•I O N• D( KF'S. °' I . ARCSITfCISU i s , v .1YI°aYlit b py. 4y .. •ti x _ - r- i "r�.rmr'v w I 4"o Y _ Sy -41h Ti e I. I i 6 i • '�' 1G b� ; �� 'i .. i � ..: __ ., :... � .; :.»- .�ew.� i ✓b• daZ��i,, _ m a�i4:r a �'4aw \ 'i. r i � • ti y r i/ re L of ,w : j • w�iwi aaw•wl°• 4O w`_'a' """" +y �re,� p I :.:11 jEjOND FLOOR PLAN - - WTI!a *\ i nu.r.n �x Niva nmmas New 'irr�1tG�IDLK2 raR.: �aaaoseow �% iwu+^m..v`�'n��+.�`m,r.�m�i a..�w+o•+wo.ami JIM AND ROSEANN FELDT rwr ar.or iy n4aaucxr uavc uRu.e Ii u>nar,�arsrre I _ secao��naa n.N+ m 9A70! _ eca A!NOTr9 ar A-7 4o Dwre w e ,e,0 4 e n .>r a uuai+a ' • 1 - _- - ARgITECPS U I � MupAi1"i I IYrT ♦ � oS. • �I I� a,u o!� p J pp 3, I c�wRh ,ry �. ,..r..,r. ��®I®_tea � ��e, � �T � �✓ 'A° v �%. e ROOF FRAMING PLAN - - :•I�i��mRsr°" +w`iawn"a.:.c...wamm� - � - r—_'_ ter ', —�,,, � --�=-T I , I I I.,,• I.�•� .v,•I I,�•I ,.i � I�• .�,•� wD•I rj � j: jw,• �.I„• �,�• I I I I I I I I I I II .yI :H•I I I,• i:� .H•I .ea .v,•I I it I� � Ir I.,,• �"? �,.,.,. I I I I IlD DA1! Rl VIlIOR! pf I err Rom I I I ►ROJGCT� NDV IiC1O0iLG fOR• I I ca JIM AND ROSEANN FELDT I I m rlraJlLKl2f cove uRLtP crnwt n+eaAcweerrn. . I r.re....: I ...u< I rvrl...AD. w•e..rg� Aao'n:,wn+l i ruelra aseR s.nm I!NOTED ENFMATIG PLUM31N5 RISER DIA6R4M 04M A-4 Town of Barnstable Building Department - 200 Main Street 11MMSTABLE. * Hyannis, MA 02601 MASS 9�A 1639. . (508) 862-4038 rFu Mai s Certificate of Occupancy Application Number: 84423 CO Number: 20080081 Parcel ID: 005068 CO Issue Date: 05116/08 Location: 122 PINQUICKSET COVE CIR Zoning Classification: RESIDENCE F DISTRICT Village: COTUIT Gen Contractor: E.J. JAXTIMER, BUILDER, INC. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: lo Zc) Building Department Signature Date Signed TOWN OF BA STABLE BUILDING PERMIT CE t3Gf OCc� G PAR EOBASE ID 85 LkDIf�SS- 1.22 PINQUI:CKSET. COVE CIS PHONE ZIP LOT 8 LC34 BLOCS LOT SIZE, L'BA DEVELOPMENT DISTRICT .CT PEI-11 iIT 84423 LERSCRI TION SIN LE FAMILY DWELLING. PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG3, P ' CONTRACTORS: E-J-u AXT ICIER, Bt.,=I LIDER., INC. ARCHITECT_SDepartment of Regulatory'Services TOTAL FEES: $2,S70-00 BOND $.0(3 CONSTRUCTION COSTS $700,000.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE MASS: BUILDING DIVI ,IO�T . BY .h. SATE ISSUED 05/26/2005 EXPIRATION DATE V' " THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE.JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED;SUCH BUILDING SHALL NOT.BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 g-7-C>g 3 � 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT �r</�/ ���/�t 2- hA�2 ✓a S - BO RD F LTH OTHER: SITE PLAN REVIEW APPROVALS WORK SHALL OT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS.NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. r P'�qa ic,K.5,e, ADDRESS: .ZZ lif&j PERMIT# DATE: M/P: O—V L.5, LARGE ROLLED PLANS ARE IN: BOX , ' """ SLOT DATE: q/wpfiles/archive 05/1'5/2008 04:15 5087754909 EJJAXTIMER PAGE 01/08 BUILDER, INC. .,Fax Transmittal.'Cover Sheet Date:-----_----------------- - --- ------------- -- ------------------- -----=-- ---- ----------- __ ---------------- ---�- attention:--- --------- -� --- �- �C -� - - _---------- ---=----___- ---=--------------- Number of pages �cludimg rover:- ---•, ( Please call as soon',as possible if all pages are not received.) Fax riulber 508-775=49®9 48 Rosaky'lanc, Hyarxzns,' Mass. 0260.1• 50 .-508-778-411I FAX 508-775-4969 05/15/2008-04:15 5087754909 EJJAXTIMER PAGE 02/08 • K1�1�,17�0iC?7t?tx 1,5:Jo =tuo:ca.sc:acry •-....-.—� su (�8C1�`�04�ditQl�Md' TO; KA Dery 14 POW':fl amwo*M 02M Raymond DecRette Datg August A3y RE; Tmpered Ghw Info Mr.Deryt As prym rem,here is the infiwmsdoa thK the tempering company bat dig the aandarft that tbeir&a won too. All the glass that:was pied lbr Was Order#34435 Tag Fd*Raddence on PO# 204940,20474,20491,20497,MOO,20476,20509 bave the tad opdm applied. I If you require uWand WhrmatiM pkW cm t d me st 506-53 or FWd Tbaak 7w O� acre Gienend XV,[wiW 05/1'5/2008 04:15 5087754909 EJJAXTIMER PAGE 03/08 �' � • � e^ram • . _ ��ltoi • � S.j a m�. �N►1a� �'4� ` f&A 4 r Uft t+ a UJ �t-7, c �.-- - G t - m cn Dealer bin utt 24D Pafkef Read.SOooUC,idea~BMns*ick skor t. 'Tort Wr om and Doors W04 a ud N tnc < m Wwood-Windows l:arradaa i:4P wem PFbnec C 00 Fsx:SO-SUM at: T08 a A . c .. QV oEaCRIP'1NDN Q �, } .Map*Rows of V4'own mbirq -M aw%k.Pine m -f�dertof FYFiaA Mesa►1Mri4e�fVoro a m Waft Elolsh:Min While JNOMoat) ..tom:Low E To nperW.Team prm d Low E 1, cn A Se W Urok AW(O 1[MM Spam Sets Lo Skresan:Vld[w1a,Fibse 8tsdt Mesh o G011awk:SOL,?Ar Puffy EA,TV Ovelo o .TOP RM -Type:Cesameal Transm. o ' -316e�cal tMite Hevir+� � .Oporafiw F1xed(Tram m) .Unit 8irta:.ows{23 SW x 191 Ill 81 Or&PWwpj:Reoiarog6er,2 x 2.4. . Rite Lits a se ace. a'A SomW Row. -Type:Ctseo nt m -3- SiHwdV- ts:0516(23 S!B'x 69 1f36'� x •Grik Pstern:Ro t nulw,2 x 4.if 3 Rw"'.o Lltes m ->FW Wit � •Opmot m:galas,Left HxWod L A: cn Third Unit-� Nrd►..White -Qrtrlor Trim Casing M;Sub 661 o -wwa i run:flee o -Jamtx69A8" Funk , 717194 A wo Overall(Wait 70 Wr X 11 3rf4• CoNirersi #40 9 [r�stau G1ATE' Q1�Q06 m D sirawro on#&p int Wow DBAWNG OUTSI OE VIEW DWG BY: ORDER 0: m spprasraf of de -and aaorner: � at ahmn and I p iaeflrari�e prvdrj on of this_ Tha Y; t�D BY: DMIWW nae detiarecy.dabo rant Le co .n::.,a►1 i.r►i acAl,rviaoti+rrl�n ra�T�• - . m cn z Ul �m m ►000 w — m , Dealer Sign Off ;oA 2d8FarkerRoad,StarC",tlsw+l3ruKtis Gk uslamer. Tower W4,dowsand Doors West, Norwood Windows . Canada, EV 3PS. Inc t'trorter SOfl8324908 a�cn CD Fax ON.533,2505 Quote t 708co tine/ 900 - ! GTY OEXRIP-TiOPI � A nt Pis 3m . Casement Exbetl4ed Half Round:: Q 0 CD Operation_fi�ce0 o -Und Site:2V x 54' va -MaAcrial:Fine �� -Exkfw f>n v c wry tiow(Nono tt) o .lelerior Rrhh:Mery Wtvte(Norooat) 3 -Cam:Low E Tempe;ed, Tornpered Low E nn Sealed VOL k9an,Vftde Spacer Bars -Grftwwk: SOL,Nr%ft EA.,2Ar Ovalo Inf. -GO k POSM:RGUMplar, 2 x 3,6 Rectangle Liles m c� -Exterior Trim:Casing:f1&quit-Si .567 -Inlhrior Trim:MonC f 1> 3 m RoiqD; 25"x 55 1!41 OvwB!l Urtit 24• X$4. Y Comowt• #40 . 1 Sfe,ipflirtglneyurtidtts: TE M5 � sig+tatvre<m Pis print ir�oa*a 0 RAVANG OUTSIDE VIEW BY: RDER l: approval of do6ir and customer imertsfans as shown and t o iieproducionaflht3. The gy: me de Wery dale VA rld be - 0 8Y: lC�lliltF�i: �' ssOM until suftmVed Millen DATE: a el iS reoeive+d. a m �m cn m co Un rNm Off N �� Dealer Si nE m O t J 2�9 E�aritoe ftosd.5c uclo�C.i�ewf�tx+se E;tworner. TOW Wimft" and Ooas1f►rask Coned IL E+4P 3.P8 ao Norwoc)d Windows Fwx.60E1.633 2v05 i' 7e8 ' p Lime 0 300 - 1 " ru rn OTY .OE3CRIPTKIN 1 lAultipte fug Ot+t�ncf�re _ w cn CD •Maw* �p�. �ye• a �.� � r��coo -EAWW film.at camel T f r 4m -,J CA O�; E Tempw*A Termed Low E A � m "fed UA Xgon,Yoft stem hors ; ro ,D -,Scmw:VAb. FiSWass ftck MOM 0- -CxMevm&SDL,70-tau y Ed,70 Orab � 'a k►i _TOP Roar -3.16etIft-1 UAEft Ems: r T OpaaCn;FWW(Tro Aan) •Gdle PBdEem:Radar 94W.3 x 1,3 --- M iZeC�figiB lies m .SeNod ROW _TYpe:OamrAk 1rm" 5 nor.tone � D .3 E ienil6 H841 Ag. .jaff&.8 91 a' unit Sim V s W We Panem.-ftecla*quUw,3x4,12 KOFMOODIS Nw MPONSEILE FOR m m -Recbroc LUZ CALC U ATE0114i AW Msfam flF SUPPORT -FntUr fA LI]Ot�SC3E3STRl1CTt/MSUPP(M; .operaomr OpwaW,Let Handed REOt M0 FOR.PRODUCT INSTALLATIONru Hrdw.Whft . -Sind UM: r w f1) 3 m -Third Unit - - p- opwaftm Operat-m R*tHanded Wic Wme Rseg 9 V z 69 1!4' t;xterW 7raw CaakV,719;S"I,537 CNl�tl UnEt. 90•K b8" ri0 ❑ �. mment to - 4 Ed Rute an ihia S"W Endii Afta 'CAD oliA1"AAK�t3UTS1�VIEW NPG E Y: RDER#.vai of deco stbom ae 0own eipd 1 e$w*1 CT4aof4hK The Y, - 0ay,*M date wili"bemd ufm aut�ori wtiaen I E: �- m Is — - - ❑ m 05/15/2008 04:15 5087754909 EJJAXTIMER PAGE 07/08 i t/08/2906 00,41 2153613004. T�1t+lER .iINlDGWS PAGE 01 Me RVINCki FATE: 1.118106 TO : -fee'Topes- S.J.Jse$t mer,guilder Inc. REF: Feldt Residence—tempered sash I If Otis transmission is IMoMplete or is seat to the wrong number, please calf me at (211)361.8007. Ext200 : Joe, The fellowing is the order form .for the. el t residence tempered sash for the down- oairs bathroom that vas reconfigured and now the window ended up over the tub. On the original order this was listed as a twin casement--labeled # 7 . X spore to Norwood late yesterday about the crating & shipping chsirges to have the sash shipped direetty to your oMee and f have listed that charge on the order form also. If you want to proceed with the order, please sign the form and'mail bs.clt to me along with pay.cttent in full for the sash and we will have Norwood make them up and shipped to you as soon as possible,. Thanks, k*W c ®� Joe R. NEVER OPOINART. ; TOWER WINDOWS.AND DOORS WEST INC. 777 Schwab Road, Site O Hatfield, PA 19444 215-361-6007 Ext 200 FAX.215-361.3004 05/15/2008 04:15 5087754909 EJJAXTIMER PAGE 08/08 UD:41 2153'bI3004 1uwtK W1NL,fl_ ' U.L oIoD SawSATE 1118106 SOLD 0. E.J. Ja> rOYtf�l1•,Bueia��4" '97?Sc�IXnb�d. 9eitt O. � dQEs<�I➢>W 02601 PHONE. 508 77a -4911 FAX: 608 ) rm-490s IAANUFP, tI.1 9R- I EdX.'RW. OLA$O; JAMS: I »0peM": WILL"-. H� "T_COLOR. AROWA RE: ! INI'MORs. JAMS COLOR: �s� M a ac �MARV i� 11Rd6�4 dYOR1e�00t? I Low t ARGON aY�� !WHITt@ YtMITo< lqcg. NO. Model Norubcr Roltglti.Openhtg DescrlpOor ErNFF EXTEM,ION w y CS0609-2 49 1.14"X SASH ONLY WITH TW- $292.06 S 585_32 36 1/16" PEREO GLASS M! 1 LEFT& II RIGHT SASH i **..*NOTE *."SALES TAx rs T fH NESP®NSl airY OFPuRCHAS'FR Ytw abovo ava.Ml/a�.ne.ucooaorfos ke o t�..w..AClod aad aG¢n01e'9 QY 1Ne wtuerstQnee fo[pweanse Pete,T'OMVEk V11�Q�O1R$ ��'rO��� S 5'85'�- 2 t�OR3`{NC. {wn.awwe MMO Ihla re6Dr{a UIRePe 1'itrG1A01t11V foi Itatlpc•_9ro Caroe�6loes or cho.pes¢om eaav ba"do wIM w18tM11 wto tro+�TOWER. Ae DVJ®r set for e11 wwWrum�apwNkaCanw Tw"r'com ar I a/ay�.An w+.a=tlnaes�r j m wra ma aroWt. // I SALES Ta19f _(D Vim}ACC Vf DATE; TEs SHIP DIRECT iFROM NORWOOD TO.-EWILDEAS OMCE 11911 $343.2® TOTAL TERMS. EST.LTEAPIrdM)E: . OWLYVERV: SAALT'SrE som -fcm. DEPOSrr -- PREPAID-M 3.-4 VPEEKS COMMON .TOE R. F'.ELDT TIES. --- --- FULL !11 CARMER I BALANCE PLEASE NOYF:ALLNON-STOCK ITEWPS'0R0ERC61 ARE!(bR1-RPrURNAOLE DUE Tbs;nk You FOr.Your OrdSr r �1 / 4 i wiW. 1 E• • AXTIMER JJ BUILDER,INC. 48 Rosary Lane, Hyannis, Mass. 02601 c. � : i -,-' �� a8/1412005 13:25 5087904686 GP,EGTAYLOR PAGE 02 I Taylor Design Associates, Inc. 29 Barzistable Road Hyannis, MA 02601. Telepbone&Fax: (508) 790-4686 August 12, 2005 E. J. Jaxtimer Builder, Ine. 48 Rosary Lane Hym►rns,_MA 02601 RE. Foldt Residence 1.22 Pinquickset Cove Circle 'Cota,MA Dear Mr. Jaxtiuw: On August 10,2005, I inspected the construction including the garage Pram and the house foundation. The concrete foundation and floors have an excellent finish. The house has two 2"W'pressure treated sill, In order to provide a level sill for the first floor the top 2"x8" 0 was skfimrnd v*b cedar 6bims. Although the compression loads are very low,pressure treated lumber should be used to provide continuous support between the two 2"A"'s. The shim thickness can be adjusted by using pieces of pressure treated plywood in I or 3/8"thicknesses. The built-up three 2"x 10"'s used to span the garage 8 foot and 5 foot eyebrow windows were review. Both Tkicr-d Wels are sufficient to support the required loads, as rewired by the Massachusetts State Building Code. If you have any questions,.please do not hesitate to contact me. OF Si W 2rr R Grego lor, 'r�oh � :? President UCH/ L4r Lh07 1 j:17 buu/'iIU4636 GREGTAYLOR PAGE 01 TAYLOR DESIGN ASSOC., INC. 3rt[E1 rd0•�. � �__...... _ 28 Barnstable Road �- HYANNIS, MA 02601 cALUVLA MD DATE o 1 c"ea:eD ear_ Aj SCALE. YL �rr. , .. - r : , , , ;. : .fir....... {' 2 , , cr _ ... ........ a ' i r .f , , �, a 4 , . ^� r p 1 : J , t , , .... .:. , ......_................._....;. . .......................__......... .. .... ......i... , i i co Pia _:.. . .. ee , : i 08/28/2006 02:03 5087785731 CAPE COD INSULATION PAGE 01 Cape Cod Insulation, Inc. 455 Yarmouth Road Hyannis, Ma. 02601 Ph.1-800-696-6611 t Fax. X-508-778-5735 To: Barnstable Building Department Attn: Thomas Perry Quick little reminder that we will be foaming some of the roof line for E.J at fckkt--C,& - irclen fo : at today. Will be foaming around 9:oo am. We will also have the president of Demilac (LJSA) LLC on Job, site to answer any of your questions. Keith Presswood . S ale s Manager er r bra xr LL Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release 1 a Checked By/Date TITLE:NEW RESIDENCE CITY:Falmouth STATE:Massachusetts HDD: 5713 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 11/23/04 DATE OF PLANS:NOVEMBER 1,2004 PROJECT INFORMATION: NEW GARAGE&LOFT FOR: JIM&ROSEANN FELDT 122 PINQUICKSET COVE CIRCLE CO=,MASS. COMPANY INFORMATION: CANZANI ASSOCIATES ARCHITECTS 80 EAST RIDGEWOOD AVE. PARAMUS,NJ 07652 ,. COMPLIANCE:Passes ' Maximum UA=340 r. Your Home=269 20.9%Better Than Code Gross Glazing . Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor,UA Ceiling 1:Cathedral Ceiling(no attic) 927 -30.0 6.0 Wall 1:Wood Frame, 16"o.c. 2075 19:0 6.0 87 Window 1:Wood Frame,Double Pane 225 0.490 110 Door 1:Glass 42 0.490 21 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space . ` . 927 " "4 30.0 6.0 25 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 Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this buildin appropriate,has been determined using the applicable Standard Design Conditions f A equipment selected to heat or cool the building shall be no greater than 125%of the de 'fib 780CMR 1310 and J4.4. � Z Builder/Designer �, Date 28 ' dA- " PAR:, USO J :. NEW JERSEY' P r Permit Number REScheck CotnMpliance Certificate Checked By/Date Massachusetts Energy Code REScheckSuftware Version 3.6 Release 1 Data filename:C:\Program Files\Check\REScheck\#29117.rck. PROJECT TITLE:New Garage/Loft CITY:Cotuit STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) ,- WINDOW/WALL RATIO:0.14 . DATE:08/18/05 DATE OF PLANS: 11/01/2004 PROJECT DESCRIPTION: James&Roseann Feldt 122 Pinquickset Cove Circle Cotuit,Ma. 02635 DESIGNER/CONTRACTOR: E.J.Jaxtimer Custom Builder 48 Rosary Lane Hyannis,Ma. 02601 PROJECT NOTES: - REScheck by Cape Cod Insulation,Inc. #29117 COMPLIANCE:Passes Maximum UA=425 i Your Home UA=332 21.9%Better Than Code(UA) t • Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor a Ceiling 1:Cathedral Ceiling(no attic) 1380 30.0 0.0 47 Wall 1:Wood Frame, 16"o.c. 1979 19.0 0.0 100' Window 1:Wood Frame:Double Pane with Low-E 214 0.350 75 Door,1:Glass 60 0.330- 20 j - Door 2:Solid 32 0280 9 Floor 1:All-Wood Joist/TrussOver Unconditioned Space 834 19.0 0.0, ' . 39`, Floor 2:.Slab-On-Grade:Unheated . - 40 0.0 42 a i REScheck Inspection Checklist � P Massachusetts Energy Code j REScheckSoftware Version 3.6 Release 1 DATE:08/18/05 PROJECT TITLE:New Garage/Loft ' Bldg. Dept. Use Ceilings: [ ] I 1. Ceiling l:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] I 1. Door 1:Glass,U-factor.0.330 Comments: [ ] I 2. Door 2: Solid,U-factor.0.280 Comments: I r u Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: [ ] I 2. Floor 2:Slab-On-Grade:Unheated,R-0(uninsulated) Comments: Heating and Cooling Equipment: [ l I 1. Furnace 1:Forced Hot Air,92.5 AFUE or higher Make and Model Number Air Leakage: L ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air - leakage must be sealed. L l I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or-gasketed to prevent air leakage into the unconditioned space., 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.571bs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. { I Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ( ] IInsulation R-values,glazing U-factors and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: - [ ] I Ducts shall be insulated per Table J4.4.7.1: Duct Construction: [ ) I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I - Temperature Controls: ( ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided." Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ` [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. ' Heating and Cooling Piping Insulation: ' [ J I HVAC piping conveying fluids above 120 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. w Table 1: Minimum Insulation Thickness for Circulating Hot Rater Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non Circulating Runouts Circulating Mains and Runouts TOMerature(El 18 to 1„ j1p to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 y 140-160 0.5 0.5 1.0 1.5 j 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. 'j Fluid Temp. Insulation Thickness in Inches by.Pine Sizes Pining Syg=TXpes Ranee(F) _ 2"Runouts 1"and Less .1.25"to 2" 2.5'to 41' Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0` Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5. 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 s NOTES TO FIELD (Building Department Use Only) W. i , .°FTHEr°w� The Town of Barnstable BARNSTABLE. 9 MASS. �!. Department of Health Safety and Environmental Services i639• �0 pTED MPS a - Building Division - 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fare: 508-790-6230 Inspection Correction Notice Type of Inspection �l'L awl E n �y C Location �z 2 )ter h 4 u ��s P� t cuC �ec t Permit Number Owner Builder t� One notice to remain on job site,one notice on file in Building Department. The following items need correcting: nt/'E f2 E--8 �C»�••-s s y U�z"2 �wl� ' sY ��o tom- � �Z"�� .l� n OF ec)?-41 S/. C CiJ cis y T _4;1( ) !�AJJ Zd Jg) p v , 0 sj Please call: 508-862- for re-inspection. Inspected b � y Date 00P A/is( 29 7 . b�FR j Zc� It CYtN 2—lZ [, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ® Parcel Permit# t ,�t LI_ Health Division � . _/0 ��-' da Date Issued Conservation Division 4679. l06AVrls 3 Application Fee Tax Collector ��(/� Permit Fee Treasurer � P�`�'.��;!� ,; "_" SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 bate Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address I a a P/I� it(Ch-Se f COGS Cll"�� Village 00 ]PLC/ Owner JI rn Fe Id-f Address /aa Ain vckse C 00-e C e. Telephone p ��/ `7 G07X 17— _ Y /'/�' �g� - Permit Request �'}�� -------------- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 6 Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.' Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full - ❑Crawl ❑Walkout ❑Other 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 ❑ No Fireplaces:Existing New Existing wood/coal stove: ❑Yes ❑No 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 BUILDER INFORMATION Name &JJAx-n rn@? , 6go—DeCe IAJC-Telephone Number Address 'C g �054fzl/ t,: 9V E License# no 3,R.57 Home Improvement Contractor# l lO 6 O 7 Worker's Compensation# ALL CONSTRUCTION DEBRIS SULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i FOR OFFICIAL USE ONLY f r PERMIT NO. ' ' DATE ISSUED f MAP Y PARCEL NO. r ADDRESS VILLAGE OWNER r DATE OF INSPECTION: FOUNDATION - FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL- GAS: ROUGH t-- FINAL 0 ' FINAL BUILDINGrTi co X sm - I_ �- - o DATE CLOSED OUTr- C� ASSOCIATION PLAN NOn S :u 10 ® i F r - • t C�U:fir c u ' a ) f y y�Et ri / 1 OD 6 � 1 Y err Lao 7y l ILI n Y ��F/ t cL t 7�q - �•Lam.LOT 7- li�-.3 - r���) '•'�� t: o Cv 0 �\9 �; _�� �j- _ ( it �✓..rr»d� ulc•S` 4��'_ � � "J .�:, r•�:. r� r 1'f'i��t ,ark,,,, �a 5° °� CR`a 1IE3 PLOT PLAN - ., >�• ': c� 7' Pik)ovvict~ `T CoVa- Z' 4T � ti"+ -.. r.�"�'L-y--`•�--'—�:*--••--•� '.. y f Ayers^'-J +tae�}. • - 1t .4 f� • /7`!' . "�i+1P�+iut• �, —. --Tv6Yt3:raa� �n t 3» t» 3` ti 3 LOCATI #. t" �; ' ~' ¢ g.; :iE "RROVND AS INDICATED Ado `R svRLAND ,v�Y� � A4's iE.� � > f �,� trOR 4S '�O #E xOQNQtN3 ��a _ ., r J.�+ '��j �S �` f.._f { -^' �•+7��!_r�0 M A 3S Z , A i w .S f NEE 0 fAN t.1:5 •AAA;S, �H��T-4 g.. LAND SURYEYO�. FIX rF I Gin L i �I j { K� � f - Ef �. A The C61nmonwealth of Massachusetts Department of Industrial Accidents -_.. ONCe 011nrestigatians " a 600 Washington Street Boston,ltdass. 02111 F Workers' Com ensation Insurance Affidavit name: location: �� 7 city phone# t >(1 t I am a homeowner performing all work myself. ❑ I am a sole prcTnetor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. comaany name. CJ l� t d '- J If [ t address. f-W: ctty. 5 n1 f�-- phone#. insurance co. Rolicv# 0 G C I /0/ 0:_I am a sole proprietor, general contractor or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: P comvanv name: address eity phone#: insurance cm pity caniaanv name: - address: _.. ci :< shone# insurance co.. 'olicv# Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may b orwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certi a pains and perjury that the information provided above is truo and correct Signature Date Print name �iC Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department OLicensing Board ❑check if immediate response is required ❑Selectmen's Office OH Department Department contact person: phone#; ❑Other (revised 9/95 PIA) 1 / Board of Building Regulations and Standards License or registration valid for individul use Only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards } Reg�strahon 1T0609 — J ,r One Ashburton Place Rm 1301 yEx-if4 ion 11J3E2004 Boston,Ma.02108 e Private Corporation _. EJ"JAXTIMER,BUJ�DER INS ERNEST JAXTIMER 43 ROSARY LN HYANNIS, MA 02601 aw <_ Nnt KOW withnnt signature _ . �' - - � I � ✓fie T�a7�manusectflfi a�."7�aac✓zuael,�G G r BOARD OF BUfLDING REGULATIONS License CONSTRl1CTION SUPERVISOR a� Number GS 00325;1' �lr t r. Btrthdate 01E14LC956 Ezptres� 91114`L2i706 Tr no 13327`.: 11 ERNEST J JAXTIMER x y z 48 ROSARY LANE HYANNIS MA 02601�� t —� Administrator 0 • _;"mot�� w 1d%ZU/.0V4 MA, 11 FAA ��Ub�GOe AMMUL � A- One NS?AR Way,WPstwoOd,t�assachusatts 02090.9230 IFL EC TAlC GA S October 25,2004 Rosanne Feldt 2I High St. MaliiN*N3 07430 Dear Ms. Feldt: "111is letter will sc've aS con&Mat"son that the Clcctric Serviecs st 122 Pinquiol set C«ve Circle,C:etuit,MA was remowud as of Octobcr 22,2004. Based on this information,there iS no electric power to this building. If you have any gaestions,please contact me at(781)441-3531. Sincerely yours, ?,40 Mary Blundell New Connections Office i i" -.Jb-iJ ? MON U2 l8 PM h f SPA ENE rzG, DEL VE Ei .VE N,0, 8 r 90 4°98 %', o,: i KeySpan Erergy Delivery 127 Writes Push ,.. ,..•.,1 r i h;;;:�:�/ �5auth Va�mo�r,h,Mascachu;Cus 02G64 Octobt!T 25, 2004 F-n�t 508-775-,1909 AILsillon: Tula 1{ti: 122 Pinquickset Cove OTC,1 ,, c Cotuit. MA `1'o Wbons It May concern, This Icltcr is to colitirlll that there are no underground natural gas acilit-ies to tile above rofercnced pcopaty. This was confirmed by our representative. oil October 25, 2004. !can be roaclicd directly at 508-760-7502 should th re be any further ques oils. Si?�ccrcly, oohannc Ouellette. ;~ield.Coordinator, Cape Division [i(.' _25-21004 1;+i4 To(S US 1'??3'G1n4029 • P.01 0 o Town of.Barnstable Rerdatory Ser—Vices Tliowis ,Gega,Director a i3idiftg DivWon - Toffip�rx3r, BeildS�Commtssio�aRr � . �0� S� �Y�e�►0�601 1 - . 1 Pa 508 790-5230 'ce: 50gg�:e#C335 Propery Omer lust carnplete and,Sign Th s Section i£' sitg A Builder - o � �• _•�ss•!O�aes.°f tae.sr�bjeet PxaP� -.._ .._. .: 0 ..,. .�! � ( behalf,. s hcseb�a,�athotize . .. sn tters relative to Work autl�o by pia bun pe t•ap a °a'f°` Paa tOI(W(44Ck,S.f 007w T� e of 0-pnex ate 0010 1 Pzsatlti�ae - TMI F:01 10/26/2004 12:25 5087754909 PAGE 02 1��r�n/:.gi rJN ll•` 7 1JrJ04LC:7..�. _V tW�!. .,� .•� . 1 A f COW jfirt 010trict (Vrd[ s atlT � aitMtnt t 4aQQ FA4MOUTH ROAD; P,O. PDX 451 COTUIT, MASS, 02635 pHONF (508) 428.26El7 FAX �50®) 426-7S17 October l-6,2004 EJ JaxtimeT Rowary Labe Hymtnis, MA 02601, A,T'T: Tina I,)=Tine, This letter conf=s that tlxere i,.txo water conn4i;ion to the wine located at 12 Pinquickset Cote Circle.in Cntuit. Sinter y, Sheri Leavenworth. Business Manager Assessor's office(1st Floor): p Assessor's map and lot numb �� V. U(o ���'y i THE :�E sf a� WU� Conservation 3 93 9R,�r•4LL�®6 ®ti�pLlA ., Board of Health(3rd floor): J ct Sewage Permit number ! U EN�/IN �jTN TITLE 5 eassranc Engineering Department(3rd floor): T�N�ENTiQ�. CODE A '° r6}q. House number wN REGULATIONS °MAI 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 h APPLICATION FOR PERMIT TO CO N�jrj"{�v C_\ �CCZI y 1 ��Q cza �� 90 t TYPE OF CONSTRUCTION _ C Q C QS� e �"' \�1 1 lV 1-e SZl O tZ c 2., 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed Use C qkf c zy,o aC>A Zoning District Fire District Name of Owner Cn 9L-r(Zn CZS ' S'a)yi c`l M C C 0ZZ ,J Address M-2 Cove COTOA)M4) Name of Builder R)N ehO M 'I�e.s\c N�-Qoc�\ Co f Address VA J C Rr,�, Q k�l 5Q g tiN`m Name of Architect Address Number of Rooms Foundation C 4�C Rsz Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost OCDO Area Diagram of Lot and Building with Dimensions Fee \�© OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnsta e r rd' g the above construction. Name Construction Supervisor' en ©5 SeV)N �J� CZ�c� COST. Sip. McCUBBIN, JOHN • No 35720 Permit For BUILD SWIMMING POOL r �� Accessoryr-.to Dwelling Location -122 Pinguickset Cove 7 t ' , COtuit Owner { John McCubbin Type of Construction Frame , s r 4 r Plot Lot r , Permit Granted March 24 , 19 93 Date of Inspection 19 ? Date Completed "_`®r 19 ` a�. .. 4 ✓ •'4SfiiH'"." fs `j .4.'+!tl»I:1 t•HC'F -- - �7..rr ' ,...2 w `�CO 11N.&iIns6rance Companies C+NA` lpzs, AND EMRI:OYER. '" AS, llno.460685..; Viz. P T e INFORMATION' PAGE — RENEWAL OF t:WC S '�° (1 0A394, r rs,•7, r` f t� sl 99CC y9�•�,ii T 'r J r ANNIVERSARY -RATING DATE' 05/O1/91 �. > r POLIC f NUMBER 4"€ ;: FROM' POLICY PERIOD TO COVERAGE IS PROVIDED BY...":. 4� AGENCY lC: st� ♦rtT,yc4 s5 67/ .?. F�'+'a t1t� '7r�'F r F SSto '... %.0 .9t2�r�D4/09/103 TRANSPORTATION INSURANCG� �'=NAMED INSURED AND ADDRESS NN . - ` AGENT to 1 ' ,Q = QRP SHEE ri� t C' f } tT YENDT� l TW J 4� 136 e. PAD 4y� �. FORT 026319 l 4�f FEIN NUMBER: 209000000 NCCI CARRIER CODE NO2 12408 ;NYRASTATE IO NO.•` 200167950 f h� 7 :'A OTHER WORK PLACES NOT SHOWN ABOVE: NO ADDITIONAL LOCATIONS I` x'x i�n'� fi YOU: ARE A. CORPORATION/S X2: POLICY PERIOD 04/09/92 TO 04/09/93 12:01 AM STANDARD TIME AT ,_-THE;,`, INSUREDS, MAILIN6 ADDRESS. uA. PART 'ONEf,OF ?THIS:POLICY .APPLIES TO THE WORKERS `COMPENSAT3ION¢ LAW' ANipa`/1NY�'°r' �afr, OCCUPATIONAL DISEASE LAW OF EACH OF THE STATES LISTED HERE: ' ;38. PART '.TWO OF THIS .POLICY ..APPLIES TO EMPLOYERS LIABILITY INSURANCE 'J-` R 1110RK �£ IN EACH STATE ,LISTED IN ITEM 3A: THE L IMI'TS, OF LIABILITY ARE.: K a $ r � + t BODILY :INJURY .BY .ACCIDENT $1000000 EACH ACCIDENT �` l BODILY INJURY -BY .DISEASE $500.000 .POLICY. LIMIT '`' 6DDILY"INJURY BY. DISEASE $100i000 EACH EMPLOYEE 3C. PAR OR THIS POLICY APPLIES TO OTHER STATES, IF ANY LISTED; HERE: �, t ALL STATES EXCEPT'NVs ND,. OH. WA, WV, WY AND STATES DESIGNATED Yt �I�'Ej�l A l7HE�'iM1IKFORMATION PAGE.. 3D. ,T1iIS POLICY FINCLUDES THESE. ENDORSEMENTS AND SCHEDULES: SEE ATS'A S�CHD1 4i=t THE PREMIUM FOR THIS POLICY. WILL BE. DETERMINED 8Y VUR MANUAL R 5# CL;ASSIFICATIONS• RATES. AND RATING. PLANS. ALL INFORMATION REQUIRED 9EL0�<`7 d s SUBJECY �Ta VERIF.;CATION AND CHANGE SY AUDIT. rr ADJUSTMENT OF.PREMIUM SHALL BE MADE: AT PCLICY EXPIRATION �, �r CLASSIFICATION OF OPERATIONS �'1�5" ' r•' n JINNI } SEE ATTACHED pREMxUti i S 13 t,.E PREMIUM DISCOUNT , :s EXPENSE CONSTANT ' l MINIMUM PREMIUM $500 TOTAL ESTIMATED ANNUAL. PREMIUM �r. 1 TOTAL 'STATE ASSESSMENTS TOTAL ESTIMATED 'COST DEPOSIT PREMIUM $1390,10 F I�sc r rE rOF ISSUES' .01/,29/92 i PbLICY'.:TSSUING; .OFFICE: SYRACUSE < CrOUNVERSIGNED .M,= , DATE BY k: AUTHOR Epp'^ omtIrMigimard 64 mi WC000001 r P-3339 ` ,,. if as s . �3 n as 'v sir •"S';; 7 r - COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY y i OF •' 1010 COMMONWEALTH AVE. . MASSACHUSETTS BOSTON,MASS.02215 �� £h s ENCLOSE CHECK OR MONEY ORD[ LII EN'_;f_ EXPIRATION DATE ��`'�-��1 _y f�r_rI C IN: ;T R 'J I FOR REQUIRI D FEE, FIE hVT __;j'I h k -MADE PAYABLE TO tk r 6 EFFECTIVE DATE LIC-NO. �s RESTRICTIONS 5 "COMMISSIONER OF PUBLIC SAFE1 F (DO NOT SEND CASH) Ir_f�t+I I� �IIl"T•i ' I 5S # 015-64-4122 146, 11A T IN .;I- ;t r PHOTO(BLASTING OPR ONLY) FEE: f HEIGHT: _ NOT VALID UNTIL SIGNED BV LICENSEE AND OFFICIALLY STAMPED OR SIGNATURE OF THE COMMISSIONER y i ' THIS DOCUMENT Must 9E NATURE OF LICENSEE « SIGN NAME IN FULL ABOVE 810NATURE LINE °x CARRIED ON THE PERSON OF tI THE HOLDER WHEN ENOAO• • J: {3 F OTHERS•NIGHT THUMB PRINT� ED IN THIS OCCUPATION. �(J/ rFs, Iw x ' 20OM•241.81429 A f~F'f I_0?: Fa I I-r Ii. T vt r lo U Qg L Pu S. _Y. I� t _ •� E a�`y{ �s ,t r f3'��y,"}i fait yr "{'"c'�s. s .p ;r ,.,,..•4 -.. ,,. �. :. }. ..., �$:�"'., w.a. .-. h .u.,._ ,,;;;:r.v�'.r. S 'v."i.. m �,aN. a.,# •;? "'7'r ^°. 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(3rd floor) Map MY' Parcel 067 Permit# House# Date Issued Fee oor coo min. IT9. °a t E vzu, ° BLE.E N,4'1`A TOWN OF BARNSTABLE � ' � �,6;� lfa,�ar. Building Permit Application roject St et Address A9, /—J111Gt Vil age Owner s /Ll C CC(- Address 0 Telephone "E Permit Request ®� f First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ Cie d?1� Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Half: Existing New No. 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 ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information � Name ( � ( /G Telephone Number �9- 72 yr SV�r y Address 000- e:o � G License# 60 9O 12 Home Improvement Contractor# E D(a 3 2/ Worker's Compensation#6 41!4� 909w ;06 6q 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 / DATE• BUILDI G PERMIT D -IED FOR THE LOWING REASON(S) v� 9 FOR OFFICIAL USE ONLY c PERMTO. DATE. SS.UED; a x' _ MAP ..P CEL NO` ADD R' S M VILLAGE OWN R � • • _, _ + DAT F SPE ON: _ FOUND A N FRAME ; INSULATION r FIREPLACE ' ELECTRICAL: ROUGH FINAL j PLUMBING: ROUGH FINAL - GAS: ' .ROUGH Q }FINAL FINAL BUILDING b - DATE CLOSED OUT ASSOCIATION PLAN NO. F ' a' The Commonwealth of ifassachusetty _-.-J; � Department of Industrial Accidents ` i 1 Office ollnvesUgatlons - - "#; ' 600 H ashinrton Street Boston, A1ass.`02II1 `-' Workers' Compensation Insurance Affidavit 4psltcant information• _ ' Please PRINT lebtbl�s, name: tic C &&.A2 location• ,1 0 a 12LA) Qu Ice 9''7� 6 U L- Gee city L:ZJ T-U /T— ems!• phone# I am a homeowner performing all work myself. I am a sole proprietor and have no one working to any capacity w} S _' 'w"""may- .••- .��g-,,,la,.a,,r,,.,,.y �,... y yf�N,ar'�ap - � n�'�T. ..was? fern. r .,. ,a.•.v,4� .l am an employer providing workers"compensation for my employees working on this job. cornuan •n•rne• address: city: phone#• insurance co policy# +.. .-- ... ,• .'+s.. :,..`;«. y +ea:;�"..".!": ,....?.:- r.•ar._«?n-wr ,.+vwr•Ew*•w.r•rwr.�nq�R;e,.'?ss�psen°' "K'W.....an"'.�q�',.r w,•;n..wr. ••..+..�� I am a sole proprietor, general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name• ��Q C'/�-�LGZjt �Cc( C-/J/V C, i address: 00 P city: 7�1-)Uty l S phone#• :50� .9& r� insurInceco �:� P� policy# &A)Ub P? 30� r...., .�.. - e1R:Fi>;;:.;.• --+1`.¢*:'�.•-,•^r:^'T+i:{",^rF^t,9 �..!��'T^'�Rsw... 1Z" ";> ir4°3�,•R➢H'::.r�w� x,.rte..:' >r.';i> -s.y.Y.mc _.._...�_,...._.�._. ......�._ :..a.a• ....... -.:a.1• 'f ?= "mac. •-^:--?sr company name: address: city phone#• insurance co policy# Attach addi_tiorial sheet if necessary*; f ,ti� ;R = , ;;,� +r:: '` c`'. •Y ; Failure to secure coverage as required under Section 25A of h1GL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP R'ORK ORDER and a fine of S100.00 a day against me. I understand that a cope of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do herehr certifp under a pa ns mid enaIt*es of perjun'that the information provided above is true,and correct. Si_nature Date Print name C�y Phone# a.. *official use only do not write in this area to be completed by city or town official ' city or town: permit/license# nlluilding Department �Liccnsing Board p check if immediate response is required [3Scicctmen's Office s 011ealth Department contact person: phone#; MOther +.b"'=`�':7^>':'•+?Ytk!!?a.'!.� w _ .. ..}rl�sr•',M.�'•"bP` R'r". ,.+'.^s>•"o.N�""'.�,>• (raised 3195 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an e►nploree is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An efnpinrer 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 section 25 also states that every state or local licensing agency shall withhold the issuance of- 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, 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. My (..: 6 -.•n ;� ,1 "� ' a nr u- a 4.va tw.: *:...,.. 7t r � _ Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names. address and phone numbers as all affidavits 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. . x.,� ..�.,.,.,, .....s,. ,,. .: ,.�.•,�:>-»...,..-,,•-•r»--•.,....�,�.•„�— ..use-•�-^�,�,. r. Citv or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. Tile affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. te'YOMt v�'te^..•' ,,,.:.•... ,..-::'✓,!+�:�•:' - .'/<+It,'Sro.•1-fir ..z.!sfv '^t.: •+1E04'sM+!a^fa+r+�+.W'.+ma F .T*•'Ty.. !s'"!f�!revn+.rx.'a?. 3.7.!GA". 'F'w1AN"M- i i.., Tile Department's address, telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 °F THE Tp� t snFuvsTnste, The Town of Barnstable Department of Health Safety and Environmental Services prFo�.�s Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work:- _ Est.Cost Address of Work: =� ,%,'�i- f a '�"��'. �a '� �//19 4 tC,ejs (- Cep Owner's Namet`�� l�lG C'u/�Br�1J Date of Permit Application: f 6 -d r) "S I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the ow Date ontrac or Name Registration No. OR Date Owner's Name ' � ✓� -V6931/IIL6'!tl!/CCLGIl2 O�✓T�G(ZrMQ�IE[CdE�b i CgRAjry_r'° "''L:C SU27Y s: ,f S136G Y u AG?3 i � a Crav 33A 3AXTER AV 't HA 1261? 1 � l it t \ \ HOME IMPROVEMENT CONTRACTOR i. Registration 106395 „ 4 Type INDIVIDUAL ' Eipiratioa" r01/23/98 t� > A ;0E60RY M, CAULEY , r' 33 A Batter Avenue 1 %fmouth MA 02601 ADMINISTRATOR i a _xand lot number .... :..... r O THE 0 Sewage Permit number ' KY a k�a o d BAfl3 AXE. i t House -number� .. ..... .... .. . .:. .... . .. MbLE s h t. sa TOWN OF BARiiS�T %BLEk ' y . R BUILDING INSPECTOR N f. 'APPLICATION FOR PERMIT.TO ....:S.4r�S.1e.....�!M :4. `N ���� f X f TYPE,OF CONSTRUCTION. .. .... ... ............................ ........:.,.:.:................:........ F. :�.�. .. .: . :.. ,93: _ TO THE 'INSPECTOR OF BUILDINGS: The"undersigned hereby applies fora permit according to the`"following information: �T Location ....... ... .. ... .... ., 1........... se F..... > ` �RWIv `1; ...... ........ ...................... .......................... Proposed U Zoning District :.. ....1.. Fire District ........... � � -.... ..... IPA Name of Owner ................. .. .....:...Address .......... ........ mc a v.C Name of Builder �Q. ... ..... ... ........... ...... ...Address .. .....: ..... 01�..................................... Name of'Architect ........ .... ........ .�QS......... . �...�r �M . ... ...13`� ....... .Address Number 4�-�of`Rooms ,:. .. .....:..........:.. Foundation ..... ... atl.�� C?V t. ...:.... Exterior �!�1 `rG • �1LJ�Q�vdC�.�.... ....;.Roofing' .... .....................................................�-� 14 23S - � � `Es g� . .Interior . ::���� d�� L�SZ Floors .J. .. .......g ........... . ..*: Heating .046.�.......�.. .... ....Plumbing., ............. ......................................................... +° Fireplace a:... Approximate Cost6�.a8�.......................... r. ......... ... . .... ..... ..... .......... �.. 1 Definitive Plan Approved-by Planning Board ___ _________ ________ _____19 __- Area . '...,. ........q... 6 C�v Diagram of. Lot and Building with Dimensions Fee !��..�" .......... SUBJECT,TO -APPROVAL OF BOARD `OF HEALTH, : . . � t •', 00 -. e. OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I her"eby agree to conform to all the Rules and Reguaation"of a Town of Bar ble regarding the abover construction. Name .. ............................................ Construction Supervisor's 'License t� �' ... LAyaZER, JOSEPH III - No 5 8 8.8.:. Permit for ...TK9..S ots?......... s� S i i1 _ .......gle Family..Zmel ling. ......... "Locetion` : .Q ...B 2 ..� .R. a..nq�a.i�:is��. Cove .................Q9tuit................................. Owner .................... Type of;;C,, struction ...F.rame......................... 1 Plot ............................ Lot ................................ Perm'I December 19 it Granted ..............................t .. .19 83 Date of Inspection ..... xJ - ;;' Date Compl ted �. -�. :19 C/v 7 t xr . .. r - k .K ,�;y { }. �. 1, • s •l• `y ^t .. fie./ 1 , Assessors map and lot number ........................................... , TN E QQ f Sewage Permit, number 15�' 7/pz t tz� �� Z BJSBSTADLE, i House number .................. ................. ......................I............ 90o rb a �, 39• 9 0 MAX a\ TOWN OF BARNSTABLE BUILDING -- INSPECTTR� APPLICATION FOR PERMIT TO .....�.�.� C,..... !A.!!v�:�y1 ....1 ! `.1.� ...................................... TYPEOF CONSTRUCTION ......... ?. ...... .1� ............................................................................... i.� C.. . .,9 ..�. ..... a_ .............. . 3. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ... r... ........ 1! .�? C! ST........Ca��.......................................................................................... �n �-tL �1.Jw���l ........................... .......................................................... Proposed Use ........ ZoningDistrict ................'...1... ............................................Fire District ...........Lf,n../ �....................................... Name of Owner . . �-' . "4.. � Address ��Q:a '� S�„�v `'vl�t C. Name of Builder Com ..............Address .. `� to v�n� C c lV�� 8 Name of Architect ................;�..`.r!...........5..k��........................Address ...�+E�........� �5�...........................2...................... Numberof Rooms .......�..3 ..................`..................`...............Foundation .......... Q41..�O`J .............`........................ Exterior `� `"�^ :...... .CLJ'+QbdG✓r.c.............Roofing .... 2..�c.. .. ?., !�. !..?tt P Floors t�,e�- .Intenior K ... o.........P�- f' Heating .. t........r...� ..�� Plumbing . ... .... . .. ............................. 2b0 ��� Fireplace ..........�..................................................................Approximate Cost ........................,................................... ti Definitive Plan Approved by Planning Board, --------------------------------19________ Area ®. ..Sc�. ............... Diagram of Lot and Building with Dimensions Fee ............................................. 4 SUBJECT TO APPROVAL OF BOARD OF HEALTH S t.1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS e I hereby agree to conform to all the Rules and Regulation of -he Town of Bar•st ble regarding the above construction. NamelM......:.... .. ................................................. � 1 Construction Supervisor's ..................License LAWLER, JOSEPH III A=5-6)8 25888 Two Story }No ................. Permit for .................................... Sijjgj��...E��Tily Dwellin.cj......... ................................ 0-cotion t COVE� L ......1.2.2....P.i.n.CJUi.Ck.e............. .... .. Cotuit ......................................................... .................. 6wner ...q�qg Lawler III.�gq�X-L. ............................................... Type of Construction .............Fx.qmg................ ................................................................................ Plot ............................ Lot ............ ................... 'Permit Granted .....December 19 .......19 83 ........................... Date of Inspection ....................................19 Date Completed ......................................19 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A , '- m / IL DATA I TOWN OF BARNSTABLE Permit No. -------.----_- ----------------- Building Inspector s,ux.,u w Cash -- --_-- �`°""'`' OCCUPANCY PERMIT Bond J Issued to iwler I. Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspection date 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. ....................................................... 1D............ ..............I...................... .::.::... .................................................. Building Inspector a_ FROM rt.r TOWN OFSARNSTABLE BUILDING DEPARTMENT Mr. Francis LAhteine 667 MAIN STREET HYANNIS, MA 02W1 Town Clerk. Phone: 775-17 2i} . +pN J I SUBJECT: q FOLD HERE DATE r-' . ... . M E S S A.G E Work has been c=1eted Mulder P+mmi t #2511 , Jose h Lawler IZI) . ,w Please release Bond. + SIGN_Eb rY I rFjrl ! a DATE - REPLY . - - SIGNED N87•RMl .RECIPIENT:RETAIN WHITE COPY,RETURN PINK COPY ' • • PRINTED IN U.S.A. SENDER: SNAP OUT YELLOW COPY ONLY.SEND WHITE;AND PINK COPIES WITH-CARBON INTACT. ' Bowers, Edwin From:' Bowers, Edwin Sent: Friday,July 28, 201710:13 AM To: 'patsciuto@verizon.net' Subject: 122 Pinquikset Cove Circle, Cotuit Dear Ms. Sciuto, ` Please be advised that we are unable to approve your application (B-17-2227) for an additional guest house located at 122 Pinquickset Cove Circle, Cotuit, MA. This property is located in the single- family RF district and is governed by Chapter 240 Section14 of our local zoning ordinance. The creation of an additional independent living unit cannot be.issued as a matter of right. However, there may be an avenue of relief available to you through the Board of Appeals. Edwin Bowers Town of Barnstable Building Inspector 508-862-4025 i a i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ®o Parcelp� Application # Health Divisions - Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board " Historic - OKH _ Preservation/ Hyannis Project Street Address 121 Ong`) ! c krIM Coy C_ Q- d. Village alu Owner Y-W OwN , ky UY-LL Address 12-1 OLLS of V-6 . Telephone U 03 - gil ' HOd Permit Request M3 C® r-Ai Q-A c3`. Q 1)!2S+ 1\Ok)Se_ Lt)AAr\ a baAAA too M Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new a� Zoning District �F Flood Plaint/E } T Groundwater Overlay Project Valuation 100,000 Construction TypeNew Lot Size O�Cr e S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family C/ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes 2 No On Old Kin 's Highway: ❑Yes vN'9 9 90 Basement Type: ❑ Full 'Crawl LJ Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing L new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: V/Gas ❑Oil ❑ Electric ❑ Other Central Air: V/Yes ❑ No Fireplaces: Existing New IVJ Existing wood/coal stove: ❑Yes 3 o Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑existing ❑ new size _ Other: G(Kn �n,►�¢� l " 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 Number Address 15L9 R06C_ 4-t h License# FO I d� Home Improvement Contractor# 1 � Email t�U oC®Qycy�=, D Sf Worker's Compensation # goo 70 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO .� A) d` C-n SIGNATURE C�c�gc� •.� DATE FOR OFFICIAL USE ONLY C APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i . ,a�r �Ij'p m^'r•'t ...�-`�fr�Y'4>,w�,� �.�'y-Fr"",� '""ios. ,A _• `r")r . »ryC- �v"` .r r-'=.w f�t.,,, �.{t.,q,:. �fc ^e �` r �i+��t" 4 t firs' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - x 'Map- Parcel—0 Application #, `� 7 �". c�c��? Health Division � ,r Date Issued . Conservation Division Application Fee ' Planning Dept. ;. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis r j Project Street Address 122. ()Q1) I C � y •' Village Address. 12-9- AC,�iC, . Telephone (0 03 ' N a`_� r ., Permit.Requ(Est' Tz, CG S-t r-u c-1 C� 0 1 end: 1ncl")-ae. �+� rs �ct.� �.o� �1 . Square`feet: 1st floor: existing proposed 2nd floor: existing proposed Total newft w Zoning�District 19- Flood Plain E �JA C1 Groundwater Overlay roect Vialuatio �.nsoTP ytructinpel A ,��LotkSize 1.' a-cye-S Grandfathered: ❑.Yesr ❑ Nod If yes, attach supporting documentation. ? "Dw{eling,%pe: Single Family Two Family ❑' Multi%Familyi(# units) Age.of Existing Structure Historic.House:' ❑Yes U No On Old King's Highway: ❑Yes O/No Basement.Type: ❑ Full . 0 Crawl ❑Walkout, ❑ Other t ' Basement Finished Area(sq.ft) ,.f Basement Unfinished Area (sq,ft) ' .. r /� 4 k i Numfjer of Baths: Full: existing new t " Half:. existing new Numberpf Bedrooms: existing Lnew Total.Room Count (not,including baths): existing new First Floor RoomtCount ' Heat Type and.Fuel: 0 Gas . ❑ Oil ❑ Electric ❑Other .. Central,Air:,, 0"Yes ❑ No Fireplaces: Existing New qb Existing wood/coal stove: .L)Yes 040 Detached garage: 0 existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0 new size_ Attached garage:-❑existing-.❑ new size _Shed: ❑ existing ❑ new size _ Other: Q 049� kAe. Zn. 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 &y bCV t\QnN S Telephone Number f(c / 7 ,t -,Address w ��Q �.�f1Q ifl License#- Fo l f Home Improvement Contractor# ri ` . l")t Q��' .v�ZCI� 11 r -Workers Compensation # �: ��DA ?Email �C d.. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Y SIGNATURE DATE 1 ( I�- FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CSFA-080102 ?_ PATRICIA A SCIUTO PO BOX 1941 NORTH FALMOUTH MA 02556 ^;v �/� Expiration: Commissioner 10/05/2017 it..:rr.-�r(Jq{.-(; Office of Consumer Affairs cF Busiacss Regulation License or registration valid for individul use only HOME IM VEMENT CONTRACTOR before the e�piratin date. If found return to: �7 .. Re gist rat►on 03 Type: Office _ nsumer Affairs and Business Regulation !-;-Expiration:.-..:7h9/20:1 :: pgA ark Plaza-Suite 5170 Boston,MA 02116 HARBOR HOMES BUILDING&REMODELING PATRICIA SCIUTO 192 TEATICKET HWY. EAST FALMOUTH,MA 02536 Undersecretary Not valid Without Signature �"E To-Wn of Barnstable Regulatory Services Richard V. Scan,Director. r _ Building Division. Paul Roma,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder L Si 2 v C_ p,W i Cis ,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: (Ac6ess of job) **Pool fences and 91ITM are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date QF0xNtS:0*NERFEKMM9I0NP00IS 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. T1419 CERTIFICATE 01; 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). :ODUCER CONTA 00509-001 NAME:CT Branch 509-1 PHONE (800)553-1801 ,FAIC.No.: (508)398-0246 :ogers&Gray Insurance Agency Alc-No.Et): 34 Route 134 EMAIL CT.IVtDTL@rogersgray.cotn {outh Dennis,MA 02660 ADDRESS: INSU AF RERLSJ• FORDING COVERAGE , NAIC INst,RFR A A:I.M.Mutual insurance Company Ii 3 SURED INSURER B: ---- ---- ---- -..-_ —i --- 'rank Silva 'rank Silva Concrete Forms SU E G: t7 Misty Harbor Lane NSU ERD: :ast Falmouth, MA 02536 INSURERS: } } :OVERAGES 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 WTH RESPECT TO WHICH THIS EXCLUSIONS f CERTIFICATE AND CONDITIONS OF SUCH POLICIEN, THE INSURANCE S.LIMITS SHOWN MAY HAVE BEEN EDUCED BY PAID CLAIMS.BY THE POLICIES HEREIN IS SUBJECT TO ALL THE TERMS, _ fADDLISUBRI POLICY NUMBER 1 POLICY EFF ' POLICY EXP LIMITS TYPE OF INSURANCE I INSR I WVO I I MMIDD/YYY I MMIDDIYYYY ! i Z EACH OCCURRENCE S GENERAL LIABILITY { j 1 I I DAMAG PTO RENTED S COMMERCIAL GENERAL LIABILITY I PREMISS IEa oe htED�D(p(Any one person) S CLAIMS-MADE OCCUR l } I 1PERSONAL&ADV INJURY S } i GENERALAGGREGATE IS GI EN•L AGGREGATE LILIIT APPLIES PER: i ( PRODUCTS-COMPIOPAGG j S j�� { I POLICY i UECj I ,LOC } } I I COMBINED SINGLE LIMIT I SI AUTOMOBILE LIABILITY i I I fEa accident I BODILY INJURY(Per person) S ANY AUTO i i !1 ALL OVNNED I SCHEDULED i BODILY INJURY(Per accident) S AUTOS I AUTOS I PROPERTY DAMAGE i NON-OLANED I I HIRED AUTOS P S 1 AUTOS ( ! �(Per accident is UMBRELLA UABH11 OCCUR i !! EACH OCCURRENCE S EXCESS LIAB CLAIMS MADE ; AGGREGATE S I ! ! t I DED RETENTION S ? i I 1 u `S R EERRgg pp�{ TT�� � X ,T RY LIINiITS I f ER iI AND EA5L0�JAWtIS 101TY y I N l ! l E L EACH ACCIDENT s 100 000.00 I ANY PftRppPR 1ETp WqRTNE R!EX ECUTIVE�'1 I OFFICERiMEN1BER EXCLUDED? Y N r A J V WC-100-6021954-2016A 12/29/2016 1212912017 ' 100 000.00 A 1 E.L.DISEASE-EA EMPLOYEE S (Mandatory in NH) I } lives describe under !i I I E.L.DISEASE-POLICY LIMIT S 500,000-00 DES(fRIPTIOiJ OF OPEZRATIONS below {{ DESCRIPTION OF OPERATIONS I LOCATIONS[VEHICLES(Attach ACORD 101,Additional Remarks Schedule,it more space is required) The workers compensation policy does not provide coverage for Frank Silva CERTIFICATE HOLDER CANCELLATION Harbor Homes Building&Remodeling SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE. 156 Teaticket-Highvaay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN East Falmouth,MA 02536 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE _- � ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD 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. it 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 Willis of Tennessee, Inc. PHONE 877-945-7378 (AuQ)- 888-467-2378 c/o 26 Century Blvd. E-MAIL P.O. Box 305191 certificates@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDINGCOVERAGE NAIC4 INSURERA: Zurich American Insurance Company 16535-005 INSURED INSURERB:American Guarantee & Liability Insurance 26247-004 Installed Building Products LLC dba MAP Installed Building Products INSURERC Ironshore Specialty Insurance Company 25445-.0.02 165 State Rd (02562-2415), P. O. Box 1309 INSURERD: Sagamore Beach, MA _02562-1309 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:24688490 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. !NSR DDL SUB POLICY NUMBER POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE A X COMMERCIAL GENERAL LIASILITV y Y GLO 9139527-10 10/1/2016 10/1/2017 EACH OCCURRENCE $ 2,000,000 a OCCUR ��offiE (ta occure CLAIMS-MADE nce) $ 1,000,000 MED EXP(Any one person) S 10,000 PERSONAL&ADV INJURY S 2 000 000 GEN'L AGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE S 4,000,000 POLICY a PRO- X LOC PRODUCTS-COMP/OP AGG S 4,000,000 JECT S OTHER: ED SINGLE LIMIT COMBIN A AUTOMOBILE LIABILITY Y Y BAP 0156620-00 10/1/2016 10/1/2017 (Eaaccident) $ 2,000,000 X ANY AUTO BODILY INJURY(Per person) $ - r ALLOWNED SCHEDULED BODILY INJURY(Peraccident) IS AUTOS AUTOS pR TYDAMAGE X HIREDAUTOS H NON-OWNED (Per accident) $ AUTOS $ B X UMBRELLA LIAB I X I OCCUR y Y AUC 9314206-05 10/1/2016 10/1/2017 EACH OCCURRENCE $ 10 000 000 EXCESS LIAB CLAIMS-MADE AGGREGATE S 10 000 000 DED I RETENTION$ Retention $0 S A WORKERS COMPENSATION Y WC 9139526-10 (AOS) 10/1/2016 10/1/2017 X I P FR O TH- AND EMPLOYERS'LIABILITY A ANY PROPRIEfORIPARTNER/EXECUTIVE-I N/A Y WC 9139528-10 (WI) 10/1/2016 10/I/2017 E.L.EACH ACCIDENT S 1,000,000 :..__..OFFICERIMEMBER EXCLUDED?--., - ""'" E.L.DISEASE-EA EMPLOYEE $ '1,0 0 0,0 0 0 ((Mandatory inNH) ff yes,descnbe under E.L.DISEASE-POLICY LIMIT IS 1,000,000 DESCRIPTION OF OPERATIONS below C Excess Automobile Y JY 002907300 10/1/2016 10/1/2017 $3,000,000. Excess of $2,000,000 underlying automobile DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additonal Remarks Schedute,maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE HARBOR HOMES 192 TEATICRET HIGHWAY EAST FALMOUTH, MA 02536 Coll:4963839 Tpl:2083922 Cert:246 490 ©1988-2014 ORD CORPORATION.All rights resery ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ACCMIX CERTIFICATE OF LIABILITY INSURANCE oiio9iao�� THIS CERTIFICATE IS ISSUED A& A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIRCATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLOER. IMPORTANT* If the certificate holder Is ark 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 Dndorsemont. A statement an this certificate does not confer rights to the certificate holder In lieu of such endorsements). PRODUCER O'Connor HART INSURANCE AGENCY,INC. NAME: EtICB H. FaX Z43 MAIN STREET 0PH VoNE 508.759.7326 x'L05 .508.759.7366 PO BOX 700 'MAIL ss, e06onnor®hartinsUranoeagency.com BUZZARDS SAY,MA 025320700 INIMBM31 AFFORDING COVERAGE NAIC a INSURFRA: SAFETY INDEMNITY INSURANCE CO $3618 INSUR60 M&R Drywall and Plaster,Inc. INRIRERe, Associated Employers Ins Co. 11104 179 Sanowich Road INSURER C: East Falmouth,MA D2536 INSURER O INSURER e: INSURER F COVERAGES CERTIFICATE NUMBER; REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES_LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. YR TYPE OF INSURANCE ADD S R WYEL POLICY NUMBER POLICY EFF Pt)ucy w LIMITS A ENE 1010101E 1010112017 1,00D,40000MMERCIALG CLAIMS-MA05 ®OCCUR DAMA 'renm I S 100,000 MEDEXP(Any ono emon) S 10,000 PER6ONAL&AOV INJURY 8 1,000.000 GEN'LAGGREGATE LIMIT APPLIESPER: GENERAL AGGREGATE S 2,000,000 POLICY E jFCT ®LOC PRODUCTS•COMPIOP AGO B 1,000,000 OTHER: I IS A AUTOMOBILE LIABILITY 6201265 1010112016 10/01/2017 Co Ntr INGLE LIMIT a 1,000,000 MANY AUTO - BODILY INJURY(Per person) - $ OWN4ONLYAUTOS EDULED BODILY INJURY(Por accldeni) S AUTOOS HIR6 -OWNED PRO ERTY DAMAGE S AUTO ONLY g UMBOCCUR EACH OCCURRENCE S EXCECLAIMS-MADE AGGREGATE S OED RETENTION S S 13 WORKERS COMPENSATION WCCN050140502015A 11/14/2016 11/14/2017 sv y °E�TM' AND EMPLOYERS'LIA81UTY ANY FROPRIETORIPARTNEwFX_CUTNE Y® NIA E.L.EACH ACCIDENT S 500.000 OFFICER/MWABER EXCLUDED (Mandatory In NR) El DISEASE-EA EMPLOYEE S 500.000 IIM tlesrnwunder g00,000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 904,AddRlonal RemarIft Sch0dU%maybe attached#more WWCS le rflqutrod) CERTIFICATE HOLDER CANCELLATION Fax*.,(508)540-7788 SHOULD ANY OF THE ABOVE OESCRISED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Harbor Homes Builders ACCORDANCE WITH THE POLICY PROVISIONS. 192 Teaticket Hwy Falmouth,MA 02536 AUTHORIZED REPRESENTATIVE 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD -0 VA le IM—W.,r r�I ACO O CERTIFICATE OF LIABILITY INSURANCE 7/15/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONF€RO 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(les) 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 NAME:C AndreT7 Roth Murray & MacDonald Insurance Services, Inc. HONE Ettt (508)5d-0-2400 ac.He:(508)289-4111 550 MacArthur Blvd. EAlANo.IL and riskadvice.com ADDRESS: INSURER(SI AFFORDING COVERAGE NAIC0 Bourne NA 02532 INSURER A:Hartfo rd Fire Ins co 19692 INSURED iNSURERe_Guard Insurance Group Joe Ores Carpentry, Inc. INSURERC: Po Box 661 INSURERD: INSURER E North Falmouth MA 02556 INSURERF: COVERAGES CERTIFICATE NUMBER:16-17 Master 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. INS INSR TYPE OF INSURANCE POLICY NUMBER P!AiDDNYYY MMIDDIYYYY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A CLAINIS-MADE �OCCUR PREMISES(Ea occurrence S 300,000 OBSBMIS927 4/20/2016 4/20/2017 MED EXP(Any one person) S 10,000 PERSONAL&ADVINJURY 5 2,000,000 GEN' AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 L POLICY❑PJERCT aO LOG PRODUCTS-COMPIOP AGG S 2,000,000 Non-owned S 1,000,000 OTHER: COMBINED AUTOMOBILE LIABILITY aacciden SINGLE IT S E BODILY INJURY(Per person) S ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS SON--OWNED PROPERTY DAMAGE S HIRED AUTOS AUTOS (Per accident) S UMBRELLA LIAS OCCUR EACH OCCURRENCE S EXCESS LIAS CLAIMS-MADE AGGREGATE S DED RETENTION S S 0 H- WORKERS COMPENSATION STATUTE ER AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVEE NIA E.L EACH ACCIDENT S 500,000 OFFICERIPAEMBER EXCLUDED? JoRC668962 4/3012016 4/30/2017 B (Mandatory in NH) E.L DISEASE-EA EMPLOYEE S 500,000 II yyes,describe under E.L DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS beta. DESCRIPTION OF OPERATIONS i LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more apace is required) CER71FICATE HOLDER CANCELLATION (50&)540-7756 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Ha rbor -IiOIIiGS THE EXPIRA710M DATE INEREOF, NOTICE WILL BE DELIVERED IN ��$ r 156 �I Homes ) ACCORDANCE WITH TIDE POLICY PROVISIONS. East Falmouth, MA 02536 AUTHORIZED REPRESENTATIVE S Harrington, CIC/SMH ` ''Le` ,rt ©1999-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201,101) UCK 11MUA I C UQAGD IHU I Ar I-1 cnnt4 I IV=LT Un Hr:U i 11VGLT f4m MiMFJ, rn i mmu Vn iris — . _......-.-- 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 pollcy(les)must be wdomed. If SUBR+OGA 10M IS WAIVED,subject io the terme and conditions of the policy,cartaln paliclas may require an endorsement. A statement on this certificate does not confer rights to the c®Pflflcate holder In ifau of such andoreeralent(a). PAODUCER NAhgglEl1iEE Y,ora �'atzeeral,d 9®Esttlieao�ogrl Insurance Agency, Inc. ?(� rQ.NO.�sUL.15D®)997-6061 ---.j_i� :(s4DI VDO-3131 --- d�9 State Rd. @.rnA1L lei g@masa�FimaP��orr�ssts.com a.O. box 79398 INSURERS)AFFORDING COVERAGE Nalc o L1T-rte: E'� trae3C't3 Gm •---...---•---..—.—_....---•-- --•----........ _... --- .irsl�F€RHr.r��?j•� P_�•tataatra�r� ae��T3ua_------.G=3ca� INSURED -- Pavia Cleary I pBA: D C Buil.r erm INBURER C 411 Pine Crest Beach Drive INSURER D.- - Enot walanauth to 02536 INSURRRP: COVI;FdAGGS CERTIF-leAYE NUM®P-R:2016 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF IN5URANGG LI.ST9V @LELOW HAVE V N 15.5UED TO THE IN,9VRED NAMED ABOVE FOR THE POLIGY PERIOD INDICATED. N07WITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY C014TRAC T OR OTHER DOCUMENT V'Ji T H RESPECT TO WHICH THIS CERTIFICATE MAY IJE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL T NE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN rOAY HAVE BEEN REDUCEO BY PAID CLAIMS. 1H15�L --- - ---- ------aBSC --' ILICY@UYLTR TYPR OP INSURANCE POLCYUUM®ER D - 61AtY9 °aa COMMERCIAL GENF.RAL LIABILITY EACN OCCURRENCE _ 8 A _I CLAIM&-MADE L�J OCCUR PRE17 PREMISES E4 c�uErr�ance 9— — 100,00 95200fl2730 SJ26/2016 ®/26/2017 MED EXP.Anyone eracn 5 5,00 !!PERSONAL ADV INJURY Z 00:00 GENIL AGGREGATE LIMIT APPLIES PER: GENERAL_AGGREGATE S 2,00 0,00 EI JECT EI POLICY ECT IOC PRODUCTS-CDMPIOP AGG S OTHER. 5 AUMPAUSILE LIABILITY I_(C4 BIN5nl _ S — _ ANY AUTO I LP--INJURY(Per person) D - — I L--_- ---v-- -- ALL AUTO SCWEDULED - - BODILY INJURY(Por eccidenq 0 AUTOS NON OS MED ) PROPERTY DAMAGE r AUTOS s=---J --- J---- --- G rhos-Pt LIAR occuR EACII OCCURRENCE S ErDE!®9 LIAS CLAIMS R4ABE AGORl;'GATE 15 •D ! ! R. T101� $ WORKERS COMPENSATION a° BTA VqE. AND PPAPLOYe1S'LIA®IUTY -- NI ANY PROPRIETORIPARTNEI'VEXECUTIVE 7j-r---I I A E.L.EACH ACCIDENT G_ 31 @04�96 OFMCWUMEMDER UCLUDED7 �I 4224454s87 4/19 201fi 9/2 t1 s� (P:1Untl3(GI}I in RM 91 017 E.L.DISEASE-FA EMPLOYE- I: �,,D_0,QC II ce LI?PG!itkVRWI D BLrRIPTION Or OPERATIONS below E.L.DISEASE-POLICY LWIT S I ODO 00 I DEBCPIPnON OF OPfiRAnaNB r LACATIDN$r VHgICLE3 (ACORD 101.Additional Rarrlarka Schadula,may 0e attechad la more apace In taquired) CERTIFICATE HOLDER CANCELLATION ' (BOB)5A0-778 6 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Hex-bor Hamel SHE E3fF{i'sGailCiiv DATE —IKEREOF, NGi10E VIUILL SE DELIVERED IN 192 Teaticke-ta Hwy ACCORDANCE WITH THE!POLICY PROVISIONS. Z Falmouth, MA 02536 AUY145R12E0 R@PRE82N4A71UE Lora. F1lLGerald/LHL ts'igt— a ®M&20`14 ACORN CORPORATION, All Plgh% Feaervs ACORD 26(2014/01) The AGORD name and loge are registered marks of ACORD IN30Z6(2Dta4t) —eP--q—ue=u e o 0oep Gpo- - -nt m. u2'o/2010 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION!CN[LV IM CWIMS NO RIGHTS UPOM FIDE CERTIFICATE HOLOO.THIS CERWICATE DOES 190T AFRPJM1A'nW—LY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BV THE POLICIES 89WW. TM8 CERTIRCATE Cf IN&MANGE DOES RM CONS`BITUR A CONTRACT SOWSEN THE 199MM Ik1 URFA(la). &AUVROF1129D REPRESENTA-nVE OR PRODDER,AND THE CERTIFICATE HOLDER. IMPORTANT:.It the sen1ficate holder is an ADOITIONAL INSU 0, the polley(les) must be MdofWd. It SUBRt4LATIORI IS WAIVED, subj4 to the twins end eodlteDns of the policy,canarn pglilgSes play I+Mlee an ondorsameft A statement an this cpAlfl (®cam rw coafa.rigihle v the eI$tiilcme Imidev in lieu of such wdamemettt(s). PRODUCER Phone;508-64"161 F=SQ$-ft7.7550 CONtA(T Bab AlIlaft ALMFIDA&CARLSON INSURANCE AGE NOV INC. PxoNE (ago)✓ Q12A8 FAx snaAlL e�I1Eo8BBtldte¢1tr®BD.T?DTgB PeOLAfIALIYE9 IIflA 02M1 twSU6tE631�b�FO+AD811G CDltestjtCs� vf��gwfa�le I14SURER A e U R r�wale indemnityCeornInny o?Ca f1��IouR 5�8,'e� DA&EXCAVATION IN( aasuwRD : Lii'".11Atltuel Inawatlte 94 TRAT51re£efpAW CIR Lift' INSURERc E FALMOUTII Mfg Ian `_- � RtQtIREflo: INSUAERE tMa RER F COVERAGES CZATIRCATE WINDER: 32631 REVISION IIBFiAi ®ER: THIS IS TO CITIFY THAT THE POLICIES OF INSURANCE LISTED BELLOW 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 OMCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, E]LCLUSIONS AND CONDR N. CIES.UWS SHOWN MAY HAVE BEEN REQUCED BV PAID 1 INSR TypeoFenwimor; ADOL tBURR P6110VU9 PFaUCVENP L wvI) FDL lov tNAt9BW 21P= A GeIERAL LIA9I.LIYV EACH OCCURRENCE S 9,(]a0, 1 7X COMMERCIAL GENERAL LIASR.ITY ° RED S 3U%= PAEM{56S 6S occumu¢ CLANS-MADE LtlOCCUR MED.6KP(Atrt one saran) S 5,000 PERSONAL&ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,M0,0 GEN'LAGGREGFUELIMITAPRLIESPER, PRODUCTS-COMPIOPAGO S 2,I0t),66II POLICY 7y LOG $ AUMMORILe UAAAM COUSUISEIMNGLEUMM (Ead"6id81@) 5 ANV AUTO BODfLY IWJURY(Per pumon) 5 ALL OWNED SCHEDULED A(nOg AUTLJS GODLY WJURY(Pat accident) S NO%OWNED HIRED RUrO$ AUTOS r 9�14EIr41 S $ Utb-HULA EWa OCCUR EACH OCCURRENCE S excm UAB F I CLAIMS-MADE AGGREGATE $ DEQ I JRETENnON S S WOAILPAC MAIPSIZATQS9 lid 1 Bt/D9/9Il dD1!®1197 TORYLIMITS EA $ _ AND 9MPLOVM UAMM ANY PROPnemF lPARSTF£RrEXecunVE V d N EA.EACH ACCIDENT 2 540,004 nFF d ory to np�w In r�3I A t ea 84 EL 01SEABE-EA EMPLOYEE S 50D a+lla(Mandat � I!a�sss,g;dta u'ar DFSCAIPTt4NCFOPFAAftuabMw EL DISEASE-POUCY LbMrS S b40,0i19 DESCRIPTION OF OPERAMNS I LOCATIONS I VEHIMM Mch AIORD101,Additlant Panetta Schedule,it mate 911sceIs refluuet CEWIFICATIR HOLDER C flIA111I�1 314,0ULD AMY OP711E ABOVE DESCROED POLICIES BE CPWICELLED'BEFORE Flatirb®r Huff S THE EXPIRATION DATE THEREOF, !NUKE tt LL BE DELIVERED IN ACCORDARGE VM THE PVUCV PROVISIONS- AUR40RFMO REPAESENrAMW A A,ttsxillo�: .. QDb Aillepta ACORO 25(201OW 1 2010 ACORD CORPORATION. All frights momed. The ACORN naw od logo em mgmwed inaft of ACOAD -�EKIIPII;RIIt UVtJ IVVI nrnraalnrrvca ..�� .a 3ELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AU I HUMIGCU REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT_ If the certificate holder is an ADDITIONAL INSURED,the po)icy(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). ODUCER I NAME:CONTACT Michael Edwards FAX NAME- PHONE (508)540-7100 A/C No:(508)540-8426 iwrence Carlin Insurance Agency -We—No 1A- E-MAIL Michael@ lawrencecarlin.com. 30 Jones RoaCl ADDRESS' INSURER(S)AFFORDING COVERAGE NAIC 1;_ 3lmouth MA 02540 INSURERA-western World f -------..— iURED INSURERB:&.1.M- Mutual — L_---- arbor Homes Building L Remodeling Inc. INSURERG: 92 Teati.cket Hwy INSURER D: INSURER E: — ast Falmouth MA 02536 tNsuRERF: REVISION NUMBER, OVERAGES CERTIFICATE NUMBER_2017 -Master THIS IS TO CERTIFY THAT THE POLICIES OF INS REMENTNTERM OR CONDITION OF ANY CONTRACT OR OTNHER DOCUMENT WITH RESPECT TOLI IWHICH TIRO S INDICATED. NOTWITHSTANDING NCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURA EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED CY i PAID DCY AIIP S. LIMITS SR AODL SUBR POLICY NUMBER MMIDDIYYYY MMIDDIYYYY�— - TYPE OF INSURANCE DIWVD 1,000,000 IRI EACH OCCURRENCE Imo_—..—.• x I COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED- 1 50,000 PREMISES rEa occurrence) 5 CLAIMS MADE OCCUR 5,000 NpP1452908 12017 1/5/2018 MED EXP(Any one person) $ 1,000,000 u PERSONAL 8 ADV INJURY T ____--- GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 1,000,000 PRODUCTS-CO�MPIOP AGG I S _. X POLICY❑JECDT LOC I$ S OTHER: COMBINED SINGLE LIMIT Ea accident -- --- — AUTOMOBILE UABIUTY BODILY INJURY(Per person) 5 —_ ANY AUTO I BODILY INJURY(Per accident) 5 ALL C ED AUT05ULED PROPERTY DAMAGE S AUTOS SAUTES M ED Per accidenNON-Ot I HIRED AUTOS AUTOS S EACH OCCURRENCE $ _— UMBRELLA UAB OCCUR AGGREGATE S EXCESS LIAR CLAIMS-MADE Is PER 0I I DED i RETENTIONS �_!STATUTE -ER.__.. -_ WORKERS COMPENSATION E.L EACH ACCIDENT S 100 001 AND EMPLOYERS'UABIUTY YIN ANY PROPRIETORIPARTNERIEXECUTIVE ❑ NIA 11/e/2016 11/8/2017 E.L.DISEASE-EAEMPLOYEIS 100,00 OFFICERIMEMBER EXCLUDED? ANC40070094572016 500 00 8 (Mandatory In NH) E.L.DISEASE-POLICY LIMIT 5 it yes,describe under DESCRIPTION OF OPERATIONS below t iSchedule,may be attached if more space is required) DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (ACORD 101,Additional Remarks CANCELLATION CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFOR THE Town of Barnstable AGCORDANRGI E WITH THE POLICY PROViSIONSE WILL BE DELIVERED 1 ' 3E7 1M in St. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE David Lawrence/MEDWAR ©1988-2014 ACORD CORPORATION. All rights reserE 4 ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I NSIO25 roo1 Atli I i Office of Consumer Affairs and Business Regulation ='- 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement;-Contractor Registration Type: Corporation HARBOR HOMES BUILDING&REMODELING INC: Registration: 147503 156 TEATICKET HWY Expiration: 07/18/2019 EAST FALMOUTH,MA 02536 Update Address and return card. Mark reason for change SCA 1 d's 2010-05/11 1—I I\riArn.•r Qannt l I l_F .n�n��er.nP?: 1�..�_^st r? 11ris;rcc �s17// -- Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only -'- TYPE:Corporation before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 147503 07/18/2019 10 Park Plaza-Sine 5170 HARBOR HOMES BUILDING&REMODELING INC. Boston,MA 02116 i PATRICIA A.SCIUTO f ', --• :v`?�L -��-- -'"s 156 TEATICKET HWY;`_ ': EAST FALMOUTH,MA 02536 Undersecretary Not valid without signature Yhe CowmornreaWt of_Ma_,wdrusetts. Dep=ti eut a,fl sfrid Acdde7zYs - fffixe a,f bnY_vtigatiatrs . 600 WashaWazt Y�kreet Baston,CIA 02.Ul mmmasmgorldia Workers' Campens3fimt nmrance AffiLwiLz Builder-dCuntract=MectdcianstThanhers - AppEcant lufmm,3thn Please Print � ' I�a�e�3as�t�a„�;����n� - �-�h� �l�i l \�C-S �y, �c�l'(1�.'' • Address: � Q ��Q-�1 CIr�l � a � ��J��:tc �iS3� ant;�. .'SLID • ��`�c1 Are you an employer?Checlsthe appropriate bores ' Type of project(repd3ta)_ L❑ I am a employer with 4 am a general cantmctisr and I employees(fizlY andfoc gad-Hine).** L lvredSie snh-coahrattozs 6. consS�Eioa 2.❑ I am a sole pzoprietar orpa onthe aifacSxed sheep. �. ❑Retmadeismg ship and have ao employees Wiese smb-coaEractars hat*8 g,❑Demoliiioa working form-many capacity employees andhafe wormrs' 9. ❑B,mldiag additiaa INO lu dm& camp.imsun e, COMP.msuran l ' r ed. 5.❑ We are a�cospazatim and its 10❑Ft -�; 1 repairs or a des offcenhave emcised their ' 3.❑ Iamabomea�,merdairfga Zlv�orlc 1L❑Plumbiugregairsaradditions MYSdE No wokke& - till ht of esrempfioa per MGL 12 c.l� §1(CXandwehaveno ❑Roofr eF imcnrar�rerQl�IIti•Ld�i • . l _❑OSler employees.[Nowo&ess' co=p.mmxmw required_] , #AEyRgpf1c3mt&stcbeC'kSbox#l— RIsaffiont*esmlicml]P1mshavdmgdie7mwo ILe7t'am3p—mt; Upen7cg2IIfmnaatd Hameaaraers Who sa5�t dais�fidai�iag thQy sxg tiaiag self Wow ash tfieahae au5id�rn++ra�e„ram submit a nem�da� sacs ZCa acto�tT�st cbec7rihEslraxn�ast attached mtaddi b- shaa amwing&en=eof the sub-com=oho-arxal stRtpwhedm arnot•@iose a ddesln�e emplayen IfthesubtaatradnesIutie empIoFt�s,tfie}'�stgmtide thear workers'ramp.paIi�ammbeL I aril art elrtp�r i7irrt isgratadi�it�arkers'caar�risrdiart irrsurattca for cis*empin}�e¢� $etamv is The paftcy arrd jQla sste infarmatiarL ' Tris anceCompanyName: 'Policy-A or Self--i s.Tic. �pi�4iauDate: t Job RteA,ddres Cite/Stafe� sp: Adfach a copy of the worlmrs'compensationppolicy-&e ation page(showing the poPicy number and respiration date). Failure to same coveetage as required under Section 25A of MM_a 157 can lead to the imposition of criminal penalties of a fine up to$UOD.OG aadrar oxe-yearimpFiso---t as well as civil penalties iu the fora of a STOP WORK ORDER and a fine of up to$250_00 a'day as+�(he violator. Be advised ffid a copy of tbis sftteme maybe fawarded to the Office of IIIvestrgations o€lhe Pki4or insurance cavemge t f rfa hereby ce fjE� order apains an s a�fFeijur);flratf is irifarmiiti t =.i&d abat,g is bars and correct Sit�ature_ Date Phone it O&W use miry. Da not agile in thh area,to be.cmnpkad by diy artatt---7i OJtj`W-H Cky or'I'Qwa: Permitlrkense## Iss>rinrg Authority(eu cie floe): L Board of Rmlth r BuffTlng Department 3.City-Irowa Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Canbct Person: Phone#: — -- — -- - 6 ormatian and Instructions hasmc:hn G,--�M- c al Laws cbj�1.52 reC=es aU cmpIoY='D Pulmdr—W03i eis'cOII3:P forfelr eazployees. this �Iaye�is defined as�:eve2YPe2s6nin.$le seavice of mod,=under a:my mmffrart ofhii , ems or jmP]ied;oral or wzftte� Ao errg�T�yer is defined as man ink per,assou�ti on,corporation or ofhes Iegal esz�3,or anY or mare . of&M foregoing e<ngagcd m a3oint ,and mclndzng$ze Legal z eprese ves of a deceased employ,or Sze xml�im or tvstee of an in dxvidual:per,assoufation or other Legal eniily,employing employes. However the own=of a dweIImghorse havingnotmore their flsee apartments andwdzo resides ihereia,uIrthe occupant ofthe- dwmffi g house of andher who employs pe$sons to do mabtz=ce,C=Sf rrn Cgj or repair vac on such dweIlmg house or on the grounds or buUdmg appiennzdth=tD sbannotbetanw of such employm otbe deemed to be an employer MGL cbzpt=-152,§25C(6)also states that aeverp sfRfe or Iocd Hcenszng agency shall-withhold faze issuance or renewal of a$ce r-or permit to operate a horsiness or to construct buildings in tine commonwe-alth for airy applicantwho has notprodnced acceptable evidence of cdmpIzance wiffz the insuranr�cove�mgez equired. Addi&nal y,M(Hr chapter I52,§25do states'W6I!the r the nor;�qy ofits political subdivisions shah enter info anycontcactfmrtbDpermsceofpubliowc)ikuattlaccieptableevidmcr-ofcamplianr-ftw itbie ms"aace.. ems of fads chapter have been pre =dE d to the cnract hagzafhcxiIy." Applicants .' Please fa 0-0± the Work=,compeasaf:ton affidavit completely,by ch=16ng ih.e bo=fliat aPPIY to your sltuatzon and,if necessary,supply sob-contxac'for(s)name(s), address(es)andph==mber(s)alongwithth==t1ffcate(s)of ;msvrmce. Limited I-nbMt'y ComPS ies(bZC)or T imifird LiabzZify ParEnesahigs(LI P)v?ithno�PIoYe ofizer ii�an tb e members or pa rbaexs,are not rbquimd to cany workams'compensation fiLMMmce Tf an LTC or LLP does hate empIoyees,apolicy isrequired. Be adyisedthafthis a$dxvitmaybe submitted to the Drp&-tneat of Industrial Accidents for confamation of inset-Mce average ATsa be sure to sign and date thL-affidavit. The affidavit should bez-etcrmed to$e city or tavm ffiEt the aPPHc2 ion for the penMit or license is being rested,not the Department of Tn d 5taA A=donts- Shanldyou hope any gnestIms regardmg$ie hrw or ifyou are regused to obtam a worers' c=pensai'ion pofiey,please caa tit e:DeParb:acd at the n=bea li,iz below! Seif-imstzred companies should enter$heir self-msarmce license number an.the appzvpneL-line. City or Town Officials t Please be sore that the affidavit is comple#e sndprmfed legi6Iy. Zhe Departm.enthas provided a space of the bottom ofthe affidavit for you to fiIl out in tiro event the Office of Inv has to confactyonrega�gfe applicant Please be store to fM is the peamitlIicense mzmbar which wM be used as a refr—=ce humbes: Ia davit i- sn applicant ffia±must submit multiple pennitlIiceose applYcaiions Many givezz year.need only submit one affidavit indicafmg current policy fnfo=aatian Cif necessary)a � r.�s� nd under"lob e Add th e a2plic2Id should Nuts"aII locations n Ccil Or town).-A copy of rthe affidavitti�athas ben officially sbimP or matiCed bythe city or town maybe provided to flee applicant as proofthz±a valid affidavit is on file frr Rif= 'pm map or HceIIsm A new affidavitmizst be filled of t cash_ year.Where a borne owner or citizen is obtaiag a Iicemse or putt not related in airy business or commM-Cial v&ntlm Cin.a dog license or permit to bum Ieav=eta.)said person.is NOT rulahrd to complete this affidavit The Office.of Investigations would Izke to thank You m advan=fin your cooper3fion and sbouldyou have any one finis, please do nothesitate to givens a call: "I$e Departmexes address,telephone and fax number CZgrEMM-VjjMStbE of hCassach , . , ] ems cif Ind�zalArcid�nts . Qf fjc�j--,akyegQ�fiaU BQSWD�I&oil 11 Fax#617 727 7M $cvised¢24-07 w iWin 4dia. Lf Page Z Department of Industrial Accidents - Office oflnvestigadons 600 Washington Street Boston, MA 0211-1 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Legibly "t-'---'rt 's zl Name' elfA) © \ LQ Address: i .- OCI Ci _T-ja I m C State Phone < Work site location(full address) ' .�-_..T^s`'�� �3..r=a' •."'�'��r��.,n.� tea'--- Comnanvname: r ak)Cj-h rro n(_ Excavation Address' 1 L1 me` Ca.n C A V l t. - city \SA I 1 Y 1�5. i Phone J EJ '�� l� Insurance Co'(Ai(Vw00,_A cay�yn�Ins. n_ a djicy# n a 13 3 242-9,2� COID)an name: f� r { t ��,�, Foundation 7 7��. ..... City f. G r A , 9 InSUM-1Ce Co.. S,i G v_u (1 olic # q `:3 9 LA CMAIM name: �'�X� - - _ = - - _..i,.�. ,.G?'ti`--.�a+ c• y�M",�' Kv` A�` .3.. `'. "',•_._. ,. '--t" .'•' �:,:z.,. K=: y- Com an i� � -VS r� Frame Address: �-[ 1nl Q - ueav ZeaLn 0YV�t ! City P O[ 1ul Phone 5 f3`� �f� 0 OK) Insurance Co_.�Cam;1 p(�� �{��. � �} { �C Policv# C C�J.3 09i(� �..F•v,c-� �� -•-- -tea- ��•a. Comnan name \ *S Insulation Address: ws- _, 0-ic O l City OV p2ecU n M R n Z v Phone 5 08' I i 135 5] 01 Insurance Co. �: Policv# 1 �f Co an name: Drywall Address: City � �;; y�� C011b - 'MR CISI M O Phone ` Insurance Co. 0-Y �(� n ; A Policy# , ..... .-....-. Camoanyname: act ����� 1 V.� Oaf) Finish � t I 3 Address: 7" �3 - �"'�0..t X `) City N 0 V -k \ M U i 3 f n O S S L,(�t" Phone ® �`'�,.,J{`� L / �/� Insurance Co U'f V�cJ °�!y!€�l� C Dnn A ., {/11.9...i f)&gU AA' \ V l V C ��l,�l3Q(D 07-20-17; 10:05A'M;From: To:.1508.5407786. ;5088889609 # 10/ 10 f 2015 IECC Energy i Efficiency Ceftfocte Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 42.00 Ductwork(unconditioned spaces): o.. Window 0.29 Door 0.26 Heating System: ! Cooling System: E Water Heater: Name; R ' CD Date- Comments -77 co ZJA 07-20-17; 10:05AM;From: To: 15085407786 ;5088889609 # 9/ 10. • .. ..:...,>.,:. P .. .ovlsions.:•:-.�:r-:« ... . . ,... �.� .Yerlfi - 9 ::,,.. ......<. .<.:•...._..�.> r..,_.Value:.}.„,�.��":�M;; ��Coin •Iles. .value"� .p, Comltien / ssurn'�Elons�•>>� ,UComplles 1JDoes Not g*,. , 'ONot Observable 3 � .agx r;< y' ONot Ap llcable 03:3 : _::.Manufacturer manuals for ', p meth �,anlcal and water heating ">'Ftiplies b systems have been provided. '�; t" t��-`'�-"` �'��`'"- � wODoes Not MEN yM+� ONot Observable .'.,•..�'. ��,. ' _���'��•' �' ONot Applicable Additional Comments/Assumptions: -v High Impact(Tier,I) :;2 .Medium Impact(Tier 21 3: Low Impact(Tier 3) Project Tide: HARBOR HOMES Data filename; Untltled.rck Report date: 07/20/17 Page 9 of 9 07-20-17; 10:05AM;From: To: 1509,5407786 ;5088889609 # 8/ 10 r:g octlon% ..::..<.. :.. .. al-ins •• '::>.> erfl'. . ... . :.. . .. ..::...: P n:Prourslons.w,:v...,:.:.•......_r:.. .:.. iVprliE'ed:s� :�;�_;.:»s::�;<>.,..,..:,:,;.: enfs%Assume lions`>° 4' - m echani cal v e tllation s st m . - � 3`•+x" ••x,. ,�;.r ,:: (Fi751. :fansnot a ,�. "�• ' :�., _ -��,❑Comlles ,• ��IMVA P �of tested and listed •w r�� ��� ,w �ti❑ A ; >;_?s ,I C equipment meet efficacy ` ,Th .ys, t� �,� Does Not --;•„,.r land air flew limits; �; � �3 S """ ONot�Observabl i �= �A•,:•_ �`' ; ' e , a boilers supplying allot Applicable ' Hot on heat � =° •" 1 >sg 2 ; q. [f 26)3' throughe-or two-plpe heating ; x 4 Complies ; " :.;systems have outdoor setback � w ? " -]Does Not �control to lower boiler water I2 ? ._ � � m r �'�.�, '[INot Observable ' emperature based on outdoor '• %, ,:� kemperature, ) R,Y ,❑Not Applicable ,'Heated water circulation systems'" 'tR28)x;, 'Ihave a circulation pump,The "- •� � ' ' ' �� ' x •{OCompNes e IS a d r � �4 - system return pip edlCated "` -� �: r ''' ❑Does r.��in"k :: �� ;�A �i ` ° Not return pipe or .:i4 '_" pipe.Gra i an cold water supply, []Not Observable tY dthermos rti ` T "�1 ❑Not Applicable n systems ` AP cable :1 ',syphon circulations are �. to ;r not �' t ". present.Controls for z,ram 1)� circulating hot water system vii:'" start the pump with signal ;ifor hot water demand within the { ,occupancy.Conr trots .... , :r ^•„=rs'.`'`'•i)auCo aticall turn 1'^ ``':•1 ,xyr -,. ; .'�rtj ; m Y off the pump r,; ±4;,.• - - 1. ater i J. ,� Ly ...y `�s, <yJ when w s In circulation loop ?? � is at set-point temperature and rri;x .: <•,no demand for hot water exists, 4015i7:2:J Electric heat trace systems ! i ' „•,.Y- ^� �' [F,•.129]... ;:}`comply with IEEE `~t Complies 515.1 or UL ?��s?��.-�„ ``��tr'� rn Controls yaw. g��z + '`s automatically , ^s� r� r t � ❑Does Not adjust the energy Input to they " ^QNot Observable able ; heat tracing to maintain the P %3eqw �.. . x' `t t e In th = ❑Not Appli4d41e � desired Water temperatur e r `y�� � '���' 3 I Ind. . } ��rr-�'�' ¢' CC, P P g• �w •'��tip," .403 5';2sWater ;f�W ater distribution systems that have recirculation pumps that � fi ; , Fr ' � � `r' Complies ;.pump water from a heated waters, � �'= " w es Not supply pipe back to the heated „..' ' u ;: �t1 ❑Not Observable water source through a cold �W ' ; watersupplypipehave Ph ut^' Kvc ' -`� N�;UNotApplicable a :;demand recirculation water � rN� 54 � ? s stem.P N ;�' .,r sl Y umps have controls ' . manage operation of theti� ' J f pump and limit the temperature :. . .I thew entering the cold max_ Won e��ir: ; of ales ent 9 ��1�>=h 'r '�,��•���... water piping F to 1044 . 5•• .', .ir �i: �fiJ?'i54�VY•.'„sl+�'.F4 7Jr!?:hYsiri%1:?.�• "!'� , Drain water heat recoveryunit =r, �Ft3;11?' tested In accordance 0Com lies ce with CSA P 5.3,Potable water-side ' ❑Goes Not preSSUre lossaf dpAirl water heat `a ❑ Observable x" a Not ;I recovery units<3 psi for e1w is Conn " ApplicaIndividual unI ected °� ❑Not bleor to onetwo showers. PotablC Water- + 4 side pressure v P e loss of drain water heat recovery units<2 psi for ` ' � = :,::. ;Indivi :r dual units connected to three or more showers. 404.1. :75%of lamps inper— manent 1 IF16) fixtures or 75%of perm "r�t�. a aComplies ; I s anent cam "` -'r,�..,. r.+ , fixture have high effl7~s.. b Poes N 9 efficacy lamps vt Does not a l I light) AP y to low-voltage QNot Observable ng. qk '.. rev H.404 f< ' O❑Not Applicable lighting have Fx ' Complies ; '(F2 )3 'no continuous Pilot , y "fss: rw•. oes Not ;. .3„y�„C?"r,�x•,.f„N'^�"�Zh•.v,rS.^-.,:'y � �y Observable •�'Ta�` )-Y'�`' 1'h'r. to h�a.�r•.�.��t: -•,r. at❑N •, A Ilca - pp ble 1 High Impact{T,er1 Medium Impact p ct(Tier 2 ,:3 A Low Impact(Tier 3) Project Title: HARBOR HO MES Data filename: Untitled.rck Report date: 07/20/17 Page 8 of 9 07-20-17; 10:05AM;From: To: 15085407786 ;5088889609 # 7/ 10 - eEtlOn' �•. •�.:-'::-#;.,:,.;.-.,,,Fin - ..•. VJabs:U • ?:i.;:: •x•:.,:. ns ectl ed. :;rx::.:..-..._ ::. . .-.. on;-rovsons •::..,;•�; .-• .. e, err edc=. .- ..:, ,;: •• -•5;n:..:;;�� r<:-; �f•' ... :...:::>....:.,. •-:.a...-. y,.�_°° ue::-": _ :»ants%Ass 02 Ceiling Insulation R-value. R- 402.2.1, ; ; ; R- 1❑Compiles :See the fnvel•:..;;o,, Wood Ope Assemblies mbliess 402.2.2, %❑ ;❑ Wood ;❑Does Not table for values. ❑ steel Steel 402.2.E Not Observable(Flip � � 0 ❑Not Applicable 1 303:I;a1;Gelling Insulation installed per M-'Y°'w"'^,w :�. v.�,�:;. *}•max . 303.2 ;manufacturer �'' '� ter ' ❑Coin lie 5 Instructions. ¢' fir' '�- p 5 [Ft211 ;Blown insulation marked every "; 'i Y� c ❑Does Not 300 ftx. []Not Observable ; 40223:;: []. . . ❑Not Applicable Vented[]:ties with r insulation Includehb airComplies affle adjacentffi ; ; ^z;to soffit and eave vents that l ' ''� _ r� F; ry' uj1��,❑Does Not },...a.4 f "5_ 1 tendinsulation. ❑Not Observable extends over n "• :b�• � s •. r, 402.2.4 Aetic ;❑Not Applicable ' access hatch and door R_ ; R (FI311 :Insulation aR-value of the 'OComplies :adjacent assembly. ;❑Does Not CINot Observable ' 402,4.1.2 ;Blower door test @ 5o Pa.«5 ACH 50= Not Applicable j (FI17)1 ach in Climate Zones 1-2,and i ACM 50= :❑Complles t =3 ach In Climate Zones 3-8. ; ; c []Does Not 1 '❑Not Observable 403.2.3 ;Duct tightness test result of c=4 ; i❑Not Applicable [FI411 ,cfm/100 ft2 across the system or ; ft2 cfm/1o0 ft--__cfm/1o0 ;❑Complies <=3 cfm/100 ft2 without air ;❑Does Not ;Handler@ 25 Pa.For rough-In ❑Not Observable ;tests,verification may need to ;❑Not Applicable :Occur during Framing inspection. 403.3.2 Ducts are pressure tested to cfm/100 [FI2711 ;determine air leakage with ft? ; ,�ctm/1D0 ;[JComplies ; either:Rough-In test:Total ; ? ft I❑0oes Not ;leakage measured with a QNot Observable ,:Pressure differential of 0.1 inch ; :17Not Applicable Mg-across the system including ' :the manufacturer's air handler ; enclosure if Installed at time of ; t test-Postconstruction to lleakage measured with at:Total , ;pressure differential of 0.1 inch ;w.g,across the entire system ; including the manufacturer's air ; handler enclosure. ; 403.3.2.1 ;Alr handler leakage:designated ' (92411 !by manufacturer at<=2%of 4 a N `tea []Complies ; design air now. � r ❑Does Not x. _09 ; []Not Observable ' ar'�!<` •.,,, w -<ONot Applicable Programmable therrng5tat$ Installed for control of primary ❑Complles Y ,n 4 tit •',N.r �U heating and cooling systems and Viz_ .r,r n 'Y `44„; Does Not initially set by manufacturer to � ' code Spedfl ng; :]Not Observable ;.: ratio t<. �`� �^•z . Not Applicable 4Q3122 Heat pump thermostat Installed on heat pumps. la _ � �� ❑Complles s; ,, � "' Gas Not NO xr _;[]Not Observable I,i •.i;Y� �Ysl. .Ra.n., _ � cable 403"5 :,Circulating service :_° :° r ❑Not Applicable 9 ce hot water NINE 5 ❑Coin i ystems have automatic or I es P 1 High Impact(Tier 1) a'2:r:Medium Impact(Tier 2) 3: Low Impact(Tier 3! Project Title: HARBOR HOMES Data filename: Untitled.rck Report date: 07/20/17 Page 7 of 9 07-20-1.7; 10:05AM;From: To: 1508.5407786 ;508.8889609 # 6/ 10 : ulatio :1 ..Plan i<=:r•: - >•:;�,.�.. s - s:Verlfleds _ ?•�. - - :;�: - . ,: :.:::.: - ..... .... .. r&:R e - .ID -:r.: aluea��• m- -`Corsi /Assam 3031:r. All inst II r ,a ed Insulation is labeled ;�� fir;•L••= - <,•-; or the Installed R-values 'Ocomplles ; provided, �r � +' 'P ; C7Does Not 'pNot Observable G s.,• ?; s• „ �ta 'Not Applicable 402.1.1, :Floor insulation R-value. R- AP able 402.2.6 R-- : Complies ;See the envelope Assemblies (IN1)1 ❑ Wood ;❑ Wood �Ooes Not ;table for values, 0 ;❑ steel ;❑ steel 1 bNot Observable ONot Applicable 303.2, Floor Insulation installed per �� >~ 402 2.7 IN2 ;manufacturer's instructions and' `,. ' c Not ; [ ) :in substantial contact with the " c `� � � � � ,;� oes N t underside Of the subfloor, or floor ' [ Not Observable ;framing cavity insulation Is in ���`i � ''' � �v ?." �r"sa.. �" ;ONot Applicable contact with the top side of ,sheathing,orcontinuous , Insulation `.i�g is Installed on the ��;<;�� '' ;�`� underside of floor framing �•A. �• �-,�''�' , and I extends from the botto to of all perimeter favor framing members. < ? ;, ,, _ ter•' '. 40Z.2.i, ;Wall Insulation R-value.If this Is a; R- • 402.2.5, I mass wall with at least 11:of the I R-- :❑Compiles ;See me enve/opQ�semDlles 40Z.2.6 ;waU Insulation on the wall ,❑ WObd Wood ;Oboes Not :table for values. [IN331 ;exterior,the exterior insulation ❑ Mass :❑ Mass ;pNot Observable :requirement applies(FR10). ;[] steel Steel []Not ApplicablQ 303,2 ;Wall Insulation is Installed per xaa . � - I ' manufacturer's i "'"��- '` �`'OCom lie i nstructlons. a A +ODoes Not ;} No10 t Observable , •k'- R]Nvt Applicable Additional Comments/Assumptions: 1 High Impact{Trer 1) i 2.Titles; H Pro Medium Impact(Tier 2) 3;Low Impact(Tier 3) 1 ARBOR HOMES Data filename: Untitled.rck Report date. 07/20/17 Page 6 of 9 07-20-17; 10:05AM;From: To: 15085407786 ;5088889609 # 5/ 10 I IMigfi impact(Tier 1) ;;2:.Medium Impact(Tier 2) 3::Low Impact(Tier 3) Project Title: HARBOR HOMES Data filename: Untitled.rck Report date: 07/20/17 Page 5 of 9 07-20-17; 10:05AM;From: To: 15085407786 ;5088889609 # 4/ 10 .. . •iG�?::•"' .........:':: :..r";°':;fir"...�_: ,.,:.::..... •„•:;; ..ramin ::Ro " ..,..,..;�> ansverifie :r•±: - 9a. 6r..Re 9 5 ettr .Yeri _ .. .........:...:............... .::......_...._.,.. ...,. ;Value;�::r::-;.:-,-Y:. .Com - .. .,:,f:,...,�:>:-•r.k;::;:. ,...,.t.... .,, aiue'r;;; - Pi �Coitintents 402.11, g factor are - - a02.3.1, ( ed weighted U. a-� ��'.. ,•;-`�"' '' i,; .�'.';;;�n,u;;;.< ,,..::w:<;:. average). IOComplies ;See the Envelope Assemblies 402.3.3, UD ;table ror values. 402.3.6, � 1 oes Not , 402.5 I ? ;dNot Observable (FR2)1 ;[]Not Applicable 303.1.3 ;u-factors of fenestration products :" �:,Z• �• "� (FR4)1 :are determined In accord °'° �� - ❑Complies ,with accordance �,°• � ` the NFRC test procedure or •' �L .: ;w•F �UDoes Not taken from the default table, �C]Not Observable ONotApp"cable 4024.1:1 ;Air barrier and thermal barrier $ I1:; axe IFR2311 :installed per manufacturer`s b y , Y� r ;❑Complies ; Instructions. WEN'r -p:> {1� •� ti.,. a��❑Does Not 011-1 pivot Observable 402 4.3 F tlon pplrcable 1 enestra that is not site built' "�°'Y cs*�=. " (FR20)1 ;is Ilsted and labeled as me 1 e ' � ❑Complies 1WDMA/CSA]0l/I.S.2/A440 '' t. Does Not ; or has Infiltration rates per NFRC til, ,t:.. .1 ,,CdNot'Observable :400 that do not exceed i '`� ;limit code ' " - ,• 'E]Not Applicable ; s. IC-rated d lighting .�• y.::>. o-..•c�;. ,i I ed recessed fixture$ .:Isealed at housing/interior finis 7dCompiles ; @dtoi by S w...•, a "� iI nd label indicate s2.0 cfm h��, ���� _���"�; �❑Does Not I eaka eat 7 ' ONot Observable 403.2.'1` :Supply and.return ducts in attics ONot Applicable '�,,-,�:�`�;� ��., �;, „5ti (FIR 2)l ;insulated>--R 8 where duct Is, U❑Complles. ;>=3 inches in diameter and>= r', $� Does Not IRA where<3 Inches.SupplyNot Ob return ducts In other portions of I ;�� � . ❑ servable the building insulated},Rf,- r s °?��,ONot Applicable for 1 z_ N .diameter a=3 Inches and R-4.Z .tor<3 Inch es in diameter. - y ."> ULI.;: 3:3:5;.f Buildin _ g cavities are n ,., at used as y .. `fi, [FR151 :;.':'ducts or plenums. 1 ,h � y❑Complies ; f_4 1. .aH�'~,Y 41 ' iONot Observable 403vrxs ''( NVAC piping conveying fluids R_ ' ❑Not Applicable (FRT7;j?• r'l above 205 QF or chilled fluids i R Compiles ; below 55 of are insulated to aR- PDoes Not ;❑Not Observable ' ;,k� ,�'�f��zz;,�;•rM�,:x"'�wY� '[]NotApplic able 'T rl�Gvm lies ODoeS Not a403.4.1 ;pratection of insulation on HvAC(FR24)1 ;Piping. prvable [Rlies Rl$) ''-Z�Rt water pipes arQ Insulated to R. ;❑Com ppllcable s,. " R ;❑Does Not :❑Not observable Automatic or r ❑Not Applicable gravity dampers are;:": iFRY9j?:..:..'installed on all outdoor air �m�`sa x " ' �❑Complies intakes and exhausts. ?��, r� ; �}" :nr;;A c• •�i 'i' �1. ~...ry `}',4 []NOt Observable Additionali . �� �.�;ONot Applicable ' Comments/Assumptions; 1. High Impact(Tier 1) t2,;:Nledlum.lmpact(Tier 2) -.3- Low impact(Tier 3) Project Title: HARBOR HOMES Data filename: Untitied.rck Report date: 07/20/17 Page 4 of 9 07-20-17; 10:05AM;From: To: 1.5.085407786 ;5088889609 # 1/ 10. REScheck Software Version 4.6.4 Compliance Certificate Project HARBOR HOMES Energy Code: 2015 IECC location: Cotuit,Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned F140rArea; 0 ftZ Glazing Area 7% Climate,Zone: 5 (6137 HOD) Permit Date: Permit Number: Construction Site: Owner/Agent: 122 PINQUICKSET COVE RD Designer/Contractor: COTUIT, MA M.A.P.INSULATION CO INC. Compliance: 5.2%Better Than Code Maximum UA; 96 Your VA: 91 The%setter or worse Than code Index reflects how dose to compliance the house Is based an coda trade-offruiec, It DOES NOT provide an estimate of enaroy use or cost relative to a mlQlmum.Code home, EnvAssembly:... Cavity to e A s I'e Gross Area • Ceiling 1:Flat Ceiling orSclssorTruss Waif 1:Wood Frame, 16"o.c. r_0 42.0 0.0 0,028 11 972 21.0 0.0 0.057 52 Window 1:Vinyl/Fiberglass Frame:DOuble Pane with Low-E 46 Door 1:Glass 01290 13 21 f 0.260 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned space 310 30.0 0.0 0.033 10 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 deslgned to meet the 20151ECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Tale Signature Date l Project Title: HARBOR HOMES Data filename: Untitled.rck Report date: 07/20/17 Page 1 of 9 07-20-17,' 10:05AM:From: To: 1508540.7786 ,5088889609 # 3/ 10 ;:Section - tJo - n.ns .�.. ............. .... ... lie .v.;.:... _ .........:..:...,...:.:'�;.. . ,,.„_...,.....:........:.:.,.._.... ,.,',:_-... ..:,.:::-� Ass ,,, Ofitfl7i9ritS/. Un1p �( : :Y ,.,A Protective covering Is installed to protect exposed exterior insulation ;OComplies and extends a minim ;ilDoes Not um of 6 in.below ; grade. ;pNot ObserVabl ;C]Not Applicable 4039 Yi;af{Snow- andice-melting system controls;[]complles Installed. Does Not `0 UNot Observable []Not Applicable Additional Comments/Assurhptions: I High impact(Tier 1) ;-2; Medium Impact(Tier 2) ::3 tow Impact(Tier 3) Project Title: HARBOR HOMES Data filename:UntJtled.rck Report date: 07/20/17 Page 3 of 9 07-20-17; 10:05AM;From: To: 15085407786 ;5088889609 # 2/ 10 oREScheck Software Version 4.6.4 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 RESch Qck r each requirement, the user certifies that a code requirement will be met and how that is documelnt de or thatean exception is being claimed.Where compliance Is itemized in a separate table, a reference to that table is provided, °t• r ....Pr ...:..:.,,::;,,:•.;,Flab :. ,: •::;�, .e-Ins ec s Ye�lfied,. _ ;r:=ti 'Fi 0 ri Pla eld�'V ::....... ..�• P.. . /, "Revs :�.�,..:.. Hfled ;�:•, 'r.: �!! lea ,a•� "Id'. �'.:;�a'due;;" �;. R �C®neivse•�csL/ssumptions`> . !Construction 1 9 d drawings an,/ n ,Y,"9S lti, t�iP. !,`ffr`M 1{4 r .'. `}+ !• 103.2 :documentation demonstrate �r, ms• s .;}j ❑Compiles ...,,�_.es. �,_a- =�1=>���,"-�s�'�•.�' PR c"..1l1 ;energy code compliance for the e= °s t; ri, Oboes Not �.. r:. Q bulldin envelope. `'n� .- '° r`a' r. � Ya) Nat Observable 9 ope.Thermal . bs ry i envelope represented on able ��� 16i.r•- ❑ construction documents. v � ,; .,' `�❑Not Applicable t k, .:• 103.1, rr 'z. 1?c ,.. sM•' Constructlon drawings and vt 9ti. Compiles 103.2, ;documentation demonstrate "r , p 403.7 ,energy code compliance for 1:`^ :r.:. _ _ "' Doe Not ; IPR3I1 ;lighting and mechanical systems. ry `r w `� ❑Not observable �l ;Systems serving multiple " _ . . � �� 'pNot Applicable 'dwelling units must demonstrate ti . ' T � M :compliance with the IECC Ihu a Commercial Provislons. R. 342 T i;";; Heating and coolln9 equipment I ' � '► q pmenC is; Nesting: ; H ting:ea �OComplies 4037.` ?;�slzed per ACCA Manual S based Btu/hr ; Btu/hr ,on loads calculated per ACCA ;ODoes Not ^ %:= r' IManual Jor other methods Cooling: Cooling: reapproved by thed Btu/hr ;'Btu/hr ;❑Not Observable ' code official, : — ;[]Not Applicable Additional Comments/Assumptions: 1 Nigh Impact(Tier 1) •2. Medium Impact(Tier 2) :3 Low Impact(Tier 3) Project Title: HARBOR HOMES Data filename:Untltled.rck Report date: 07/20/17 Page 2 of 9 July 26, 2017d3 4 To Whom It May Concern: BUILDING DEPT. JUL 2 7 2017 RE: Homeowners Hereby CertifyAccessory®'�'grUffifMocated Y on 122 Pinquickset Cove Circle, Cotuit, MA Is Not To Used As a Bedroom I, Steve Herweck, property homeowner located at 122 Pinquickset Cove Circle, Cotuit, MA 02635 hereby certifies that the accessory building to be constructed on this .deeded property in Cotuit, MA by Harbor Homes or Falmouth, MA. will not be used as bedroom. Name: Steve Herweck Date: 7 26 17 / I Signature: Notary: .) c, .Gp fig.03.?pto�F Signature: Date: "3 ��• � e 0•• qRY Town of Barnstable, MA District Regulations Page 5 of 108 Minimum Yard Setbacks Minimum .Minimum Maximum Lot Area Lot Minimum Lot Building Zoning (square Frontage Width Front Side Rear Height Districts feet) (feet) (feet) (feet) (feet) (feet) : (feet) RC 43,56o2 20 100 203 10 10 30' RD 43,5602 20 125 303 i5 i5 30' RF-i 43,5602 20 125 303 i5 15 30' RG 65,000 20 200 303 i5 i5 w 30' NOTES: ' Or 2 1/2 stories,whichever is lesser. 2 A minimum lot area of 87,120 square feet is required in RPOD Overlay District. [Added 10-26-2000] 3 One hundred feet along Routes 28 and 132. § 240-14 RC-i and RF Residential Districts. A. Principal permitted uses.The following uses are permitted in the RC-i and RF Districts: (1) Single-family residential dwelling(detached). B. Accessory uses.The following uses are permitted as accessory uses in the RC-1 and RF Districts: (I) Renting of rooms for not more than three nonfamily members by the family residing in a single-family dwelling. [Amended 11-7-1987 by Art. 12] (2) Keeping,stabling and maintenance of horses subject to the provisions of§240-"B(2)lherein. C. Conditional uses. The following uses are permitted as conditional uses in the RC-1 and RF Districts, provided a special permit is first obtained from the Zoning Board of Appeals subject to the provisions of§240-i25C herein and subject to the specific standards for'such conditional uses as required in this section: [Amended 8-17-1995 by Order No.95-195] (i) Home occupation,subject to all the provisions of§240-46C,Home occupation by special permit.- (2) Renting of rooms to no more than six lodgers in one multiple-unit dwelling. (3) Public or private regulation golf courses subject to the provisions of§240-'iC(2) herein. (4) Keeping, stabling and maintenance of horses in excess of the density provisions of§240-'iB(2)(b) herein, either on the same or adjacent lot as the principal building to which such use is accessory. (5) (Reserved)['] [i] Editor's Note:Former Subsection C(4),regarding family apartments,was repealed77-18-2004 by Order No. 2005-026.See now§24o-47.t (6) Windmills and other devices for the conversion of wind energy to electrical or mechanical energy,but.only, as an.accessory use. , (7) Bed-and-breakfast operation subject to the provisions of§240-liC(6). [Added 2-20-1997] http://ecode360.com/31772735?highlight=rf 7/28/2017 Town of Barnstable, MA District Regulations l Page 6 of 108 D. Special permit uses. The following uses are permitted as special permit uses in the RC-1 and RF Districts, provided a special permit is first obtained from the Planning Board: 1 (1) Open space residential developments subject to the provisions of,§240-17 herein. (2) Private initiated affordable housing developments:A private-initiated affordable housing developments (PI- AHD) on seven acres or more, subject to the provisions of § 240-17.1 and in full compliance with the standards set forth therein. Added 11-18-2004 by Order No.2004-113] E. Bulk regulations. Minimum Yard Setbacks r (feet) Minimum Maximum Minimum Lot Lot Minimum Lot Building Zoning Area Frontage Width Height Districts (square feet) (feet) (feet) Front Side Rear (feet) RC-1 43,5602 i25 303 15 i5 30' RF 43,5602 i50 — 303 i5 i5 301 t ' Or 2 1/2 stories,whichever is lesser. 2 A minimum lot area of 87,120 square feet is required in RPOD Overlay District. [Added 10-26-20001 l L 3 One hundred feet along Routes 28 and 132. § 240-15 RC-2 Residential District. A. Principal permitted uses.The following uses are permitted in the RC-2.District: (1) Single-family residential dwelling(detached). B. Accessory uses.The following uses are permitted as accessory uses in the RC-2 District: (1) Keeping,stabling and maintenance of horses subject to the provisions of§240-i1B(2)herein. C. Conditional uses. The following uses are permitted as conditional uses in the RC-2 District, provided a special . permit is first obtained from the Zoning Board of Appeals subject to the provisions of §240-125C herein and subject to the specific standards for such conditional uses as required in this section: (i) Nursing and/or retirement home, but not to include hospitals, sanatoriums, convalescent homes or detached infirmaries or clinics,subject to the following: (a) The site for the home consists of a minimum of five acres. (b) The capacity-to-land ratio of the home.does not exceed io beds per acre. (c) Off-street parking is provided in compliance with Article VI herein. (d) All buildings are located a minimum of i5o feet from existing public ways. (e) .The applicant has received a certificate of need from the Massachusetts Division of Medical Care, Department of Public Health. http://ecode360.com/31772735?highlight=rf 7/28/2017 Bowers, Edwin From: Bowers, Edwin Sent: Tuesday,July 25, 2017 3:18 PM To: 'patsciuto@verizon.net' Subject: Permit/Application:TB-17-2227 at 122 PINQUICKSET COVE CIR, COTUIT for Building - Detached Garage- Residential .. Hello Patricia Sciuto In review of you application. The building Commissioner is requiring an notarized Affidavit from the owner stating That this accessory structure will not be used for sleeping Also I believe this Building is not in a flood zone but seems to have flood vents designed in the foundation. They will not be required by code Edwin Bowers .Town of Barnstable Building Inspector 508=862-4025 4 LOT COVERAGE NOTES (FOR ZONING PURPOSES) D�►11 EXISTING PROPOSED MAXIMUM ALLOWABLE - - � BY STRUCTURES 5.1X 5.4% 20% - CB/DRILLHOLE CB/DRILLHOLE CB/DRILLHOLE BY STRUCTURES/ 7.9% 8.2X 40% FOUND 287.18' OUND FOUND o PAVING/PARKING y/700 - S80'39' 55'E 822't BENCHMARK I 75 / SSO 1 - CB RILLHOLE bR O E WETLAND=4.2t ACRES \J CB/DRILLHOLE t FOUND 4.5' GY/EST 9f FOUND cr NAVD88 o Hou o LOT 8 I _ SOOs4 7.6f TOTAL ACRES PL-at4 wEw - S80'39 55 E 822't 4 l 161 "ENTRY _ I UPLAND=3.4t ACRES o$1 N79'24' 10'W 843'3 -N84 90 1.3 .� ��4 3p�IY 30Z,47. ¢j E 1 \ EXISTING \ 6.3 DETAIL CARRIAGE HOUSE 3 INV.-16.5 SCALE: 1•=10' KEY MAP SEE DETAILED PLAN BELOW (AS PROPOSED) 16.3 16.8 15.6 SCALE: 1"-120' 1 PO \ ----------------- 16.8 _ t♦COBBLESTONE 4 \ r I8. 16.a1 APRON LAWN 16.7 17.0 E EXISTING 4 OUTLET PIPE `' (APPROXIMATE ONLY) t / g e OOQ 4"SEPRC P/P£TO BE VERIRED ✓✓✓✓ 16.8. o die PR/OR TO CONSTRUCTION TF I E \ 4y DIFFERENT• CONTACT ENGINEER ,% t�+ IMMEDIA TEL Y 7.2 �< < A `16.5 E f\ EXISTING "'40, f . fOCE iC SEPTIC TANK OF CLE4 \ > E / X 7.2 ) T94 EP ` \ RING 17.5 E E ` ` `•l� W ' Yi �9p�`�"•o� A ` 16.6 16.8 �) \ZO z- 1 16.3 ELECTRIC f, E \ ` Q�e4 II I, T `?? LAWN ( \\ ff METER �tf 'fof - --M``` i i 4. I, _ ? • ELECTRIC 'Z 71i E• /I y'' 18a % r63 SERVICE 1 o E 1 LINv-1 '32 �♦ PROPOSED O ti.l 6.S T7.2 / 2,500 GALLON .� Jw) E \ 'AlFORMER A / Z S PROPOSED) � ELECTRIC E 1 ( ) I \'L PU PnCHAMBER TRANSFORMER E I D-BOX TO BE l�R/fIED - 1 - -� t6.e 1 SET+vGiCrvE / PRIOR TO CONSTRUC710N. 25_ I - Y / .� YY ASSUMED 9-HOLE D-DOX, _ ,�3 I NO SEPACy®�cgTON 1 6.7 17 7.5 a E ' 1 MAY REOUIRE UPGRADE - ` 1 \(18.8 Rs16 27 1B' / "\Y T / V(1 (l)'nO*&FPVSOR / RNODCDENORONS �.,• /. F1A. S{70N££ALLWAROUND. 7.0 220-1 L.F..PROPOSED O E E E 1 +r'1 . I �f+lam �Yf.rf,PR� !•er'r ry C I I ",�t �. �pO\ 18. ZGUESr PROPOSED FORCE MAIN lls"PVC 19. HOUSE "O•4 COBBLESTONE ( \ IRRIGATION wl SEE DE O;g CONTROL f 19.4 39f �'`• a�T `f War 4 OO`Z \ lNC y�iP9 17.0- RHOOODMORONS ` E E• m1� \ \ A� c` 17.1 18.9 7.0 •/f I �j IJ2� 17.3 17.7 Gil Posy � ``.6 E M\m w 1' ( ��O 18,8 20.3' 7.0 LAWN E ✓'-' 17.0 17.1 = \ I LAWN � 20.4 E LAWN 1 \ S \W - '2 ` E RETAI TONE I TONE WALL ( .4 E \ O (TYPICAL) 16.7 6.5 �'w \ s 17. 6 LAWN Y 17. \ _ 2' E c I ae APPROXIMATE LOCATION OF 6 1 �w` EXISTING WATER SERVICE �0� 2 17-01`` (AS PROPOSED) �$O\rpy �Q \LAW NOTE � \ \\ -a AWN o EDGE OF WETLAND COMPILED \ L W \ qr yT FROM A PLAN PREPARED BY X BAXTER, NYE & HOLMGREN, INC. E E \ 1 - �\ � s.a �; ns 1 ns EDGE OF CLEARING .8 DATED: JULY 28, 2004. E i 1 w E E \ 1 \ \ } �'" WATER SERVICE NOTE: E \ , �Q ,1 ( O j� I CRNTRAGTQ4 SHALL E R/SD THE L EA7S)7N 1 \ r\O Y I OF 7NE EX/SRNC IYAlE7P SERVICE EX/SRN6'. NOTICE IYg7ER.SERwa,SyALC RE S2EEYED pHERE w umeas and u,tn such time as the original(,ad)stamp of the E O "Oy aI /T LIES TD'6W OSEIP 70 AN -Y PM; responaiate Professional En9neer,or P I I Surveyor I Land •18.z 1 SYSTEM P/PE AP CO,1/PpYEHT. -op ears this pt na (A) p r persons.Indudl g any nlclp 1 or other p.5tic 8)Fl 1 yrrely main,t thepeInformationtai d heroin;and (a)W.pi- smane me property or Hoimea m M c tn,Ino. LOT 8 - ADD CHAMBER S.A.S. LAYOUT LAC E - N79'24' 10°W 843':.. .r _ UPLAND=3.4t ACRES DATE I DESCRIPTION Draw hecke R E V L S I 0 N S PLAN Nsd 1q O.w PREPARED FOR OF PROPOSED GUEST HOUSE & SEPTIC CONNECTION J NOTES cxnPxtc scam 30p.47. HARBOR HOMES 1. BUILDING NUMBER:122 20 10 0 20 60 FOR LOT 8, #122 PINOUICKSET COVE ROAD 2. ASSESSOR'S NUMBER:MAP 005, BLOCK 068 LOT 008 p COTUIT BARNSTABLE, MA 3. ZONING DISTRICT:RIF (IN FnT) 4. FLOOD HAZARD ZONES: VE (EL.14), AE (EL.11), X (500 YR.) & X L Inch m 20 ft. SCALE 1"=20' DATE:JULY 12�. 2017 RK: AS SHOWN 5. BENCHMA �M4L 3 6. TOPOGRAPHIC INFORMATION BASED ON AN ON THE GROUND INSTRUMENT SURVEY holmes and mcgrath,Inc. 1 v^ ws I !C 7. ELEVATIONS SHOWN ARE BASED ON THE NORTH civil mli,Ms s old IanE survey Ns l AMERICAN VERTICAL DATUM OF 1988. (NAVD88) 205Watcestercourt-suite M-hilmouth,ma•02541) e 8. REFERENCE: LAND COURT PLAN W36-B - /1� 508-548-35U v .holmesandmcgrath.dom 9. NAND EXPOSURE CATEGORY: C . DRAWN: PJR,LAC CHECK 10. OVERLAY DISTRICT: RESOURCE PROTECTION -. .. :..^ .. -_ _ JOB NO: 217194 DWG.NO.:88-7-BA SHEEr 1 OF 2 1 PUMP CONTROL PANEL i LOCA 770N 70 BE - DETERMINED/N FIELD SOIL LOGS DATE: 2-23-1983 PAP-10,759 25.0 2-REMOVABLE COVERS 25 SOIL EVALUATOR: STEPHEN A. WILSON, P.E. W17H/N .. - - - BOARD OF HEALTH AGENT: DAVE STANTON 5"OFI T GRADE ACCESS COVER SHALL BE A MIN/MUM ACCESS HOLLESES N ANK TO OF JO-TO ALLOW REMOVAL OF PUMPS BE 24'/N DIAMETER. TEST PIT 1 TEST PIT 2 � y�.p°y 2 I FOR SERNCE. COVER SHALL BE SET AT - C.S.E.=18.5t O.-eta 10"min. distance -- FINISH GRADE - - FORCE MAIN FROM PROPOSED O O 0 - O = ZOO "� `+ EX/S7INC 4'PVC SEP77C PIPE 2,500 SEP77C TANK/PUMP 40 J" J' I CONTINUES TO CARRIAGE HOUSE CHAMBER(GUEST HOUSE) Ap AP EXISTING GROUND SURFACE - - 4'ORANTY 10 YR 5/1 10 YR 5/1 .! 1jf"ELEC7R/C CONOU/r 45'BEND 11' SANDY LOAM 71' SANDY LOAM a �p SERNCE LlN£ N 15.0 11 L.F. 4.PVC I MAINTAIN FORCE MAIN 24 /4 _ 10 YR 5/8 B B !O YR 5 5=0.02 I BELOW FROST DEPTH —'� SANDY LOAM 30_ SANDY LOAM h hI ,.... ...: 15 Id E t -Foundation i 500 Gallon / / g - b b. Sept Tank 10 YR 7 B 10 YR 5 8 Design i _ -1 Hold i-i"Ingii, /n In°r( 50' MEDIUM SAND 52" MEDIUM SAND9. g Sreptla Tank 0 'Y CONNEC170N. O. -� To be treriTed prior C2 C2 By OthersSVE)(ON TOP Oar. O`u to construction � � INSTALL 7HRUST BLOCK. '� !O YR 6/5 � 10 11?7/3 < 220/,f. •- 11¢'DISCHARGE LINE SEE DETAIL 0 O - S7RA AnED MEDIUM SAND IN' PORCE MA LEST PROPOSED 10 72- SAND&GPA MEL 144' &GRAVEL = SLOPE PVC FORCE MAIN FORCE MAIN LINE 7D 150 PS/ a C3 SLOPE CONTINUOUSLY UPWARD 6"LA COMPACTED CRUSHED 10 YR.7 2 . COMPAC7ID STONE '.`.'.`, 144' MEDIUM SAND NO WA7ER 5.0 J Proposed 2,500 Cc//on - 5 ENCOUN FIERC®60� Foundation Septic Tank/Pump Chamber 220' Existing Septic Tonk RA 7E= <2 M/N//N. SEPTIC PROFILE - GUEST HOUSE UNABLE RI SOAK 56• SCALE: 1/4'= V - IWq ogD 8?Wffv&vs Exisfin 4'wide x 8'/on f101�/fFUS01P5 PROPOSED 1 yi"PVC FORCE MAIN PROPOSED THRUST BLOCK AT FORCE MAIN/SEWER CONNECTION 4--�r�---8----+ram---------- ----------yr- 4- Flnlsn rpoM-bow and--paint to.Harem `U 1 C.F. MIN. CEMENT CONCRETE snag bop y at a min.or 21C 310.CMR 15.221(6)(c) Aemermle anew soar {'dlani cast Fan a MtliF°°r°ndiae 1ieee .FINISHED GRADE OVER LEACHING TRENCH = 16.53 schedule 40 P%t Pipe(eght pinte). - 2W min.metonc. DESIGN CRITERIA (.�le *m I..hhg"don) 4"SON 40 SEWER PIPE peen DaoklOi Ra�"°rowNe Number of bedrooms 6 -Equivalent to 110 gal.'s/day _ - —rd, Garbage disposal unit: NO 12' Leaching area - capacity required: 660 gal.'s/day _ - TRENCH EXCAVATION WALL THRUST BLOCK SHALL Side area proposed: 272 s ft. t2.e M LF:4'PVC 4' - 4'. Bottom area proposed:672 sq. ft. n ^ is: "� •-" ALL BEDS I AND SWEEPS. •. or r to 11, 4 t:.letmq Waened stone Total area proposed: 944 sq. ft. double.aehea MI Arou d Flmdlrmaae Proposed leaching capacity. Egg gal.'s/day Ex'STMG D-BOX -ri Re1n � water supply. THRUST BLOCK DETAIL atone all arcane 5'Min To Remain 2• 2'layer of b'to)•.-,nee stone pP Y TOWN °o'�1f11p0f o REJ1 iN I°veil fmiebed aoae >n or inter rm^° Precosl concrete units: H-10 & H-20 loading design NOT TO SCALE N Gros d t ob,,vad CROSS SECTION DETAIL —° SCALE: 1/4" _ , EXISTING SEPTIC DESIGN CRITERIA Hold Ex stir Invert Vt2.6 _ Ina. eiev. 9 - (As (As proposed and depicted on plans by Baxter,Nye&Holmgren, inc dated 07128104 and lost revised an 02/06/06 I I Proposed) - 4 R.of.3/4"to 1 1/2"double FLOATS SHALL BE HUNG To be�r/Red aprri1 a washed atone all around flowdiffusor Total daily flow Is based on 5 bedrooms, no garbage disposal - (� V Il d l 12 S IMM total doily flow= 110 d edroom X bedrooms= _FROM STAINLESS STEEL 8 1 Y SIP -550 gpd 12-0" BARS MOUNTED WITHIN contact eng/neer �, bottom area proposed 12'x 48' = 576 s.f bi ------ -'---- .. n /mmedlate/y mrot ( ) ------- ( I E t No Groan er o6eervee. side area proposed(12'+ 48')x 2 X 2=240 s.f. TB'OF THE HATCH. _ 2-24" Diameter �4"BAFFLE ,� - o 6.5't- total leaching e chintion aterea az pro gpd/s.f.816 s.f. - Fl IN ANOUT AND r Acdess Holes SLIDE RAILS SHALL BE _ IN COVER AVAILABLE FOR USE. SEPTIC PROFILE S.A.S. capacity 816 sf x 0.74 / - gladr Zdbel F.ter. _ p y= gpd s(- 604 I I INLET 1 ACCESS a OUTLET - SCAM-1Fa,-Vdesign leaching capacity=604 gpd>550 gpd - --- II J ` J COVER / i1 2 PUMPS REQUIRED, MUST ALTERNATE PUMPS SHALL BE CAPABLE OF PUMPING 15 GPM AGAINST 10'OF-TO L h 30" M.DIA PUMP \ CONTRACTOR SHALL SUPPLY ENGINEER PUMP CALCULATIONS - 1.,� O - ' ACCESS COVER WITH PUMP CURVE AND SPECS. PRIOR STEEL REINFORCED PRECAST CONCRETE TO INSTALLATION FOR APPROVAL. DESIGN FLOW- 110 GPD O =3r- O DOSE VOLUME: 310 CMR 15.254 1 d �� PROPOSED lff'PVC FORCE .. PLAN VIEW __-2 DOSES PER DAY a(110 GPD 2 DOSES A DAY)= 55 GALLONS ?r MAIN 220a L.F. CON77NUOUS 4'-0' 9' ALARM LIGHT <,� FROM PROPOSED 2,500 SEP77C LE LOCATION KNOpcW1S FOR TANK/PUMP CHAMBER JO)2"„5" em INSTALLATION HATCH COVER FINISH GRADE PUMP RATE ( 'TYPICAL FLOWDIFFU- OPENINGS - CONTROL PANEL� MAKE HATCH WATERTIGHT AND DESIRED PUMP DISCHARGE RATE,Q= - - 15 GPM OR® INSTALL IN READILY WATERPROOF - SCALE: 1/4" = V FORM ACCESS COVER OVER PUMPS. ACCESS COVER ACCESSIB SHALL BE LARGE ENOUGH TO ALLOW REMOVAL OF THE -HOUR METERS REQUIRED TOTAL DYNAMIC HEAD: _ .PUMPS FOR SERVICING AND CAPABLE OF WITHSTANDING FOR BOTH PUMPS STATIC HEAD: - - - H-20 WHEEL LOADS. -ALARM SHALL BE WIRED PROPOSED D-BOX INVERT{ VATION L Inv= 15.00 AS PROPOSED TO SEPERATE CIRCUIT. .�� ^ NOTICE Cover Shag Be Set To Withb PROPOSED PUMP CHAMBER BOTTOM ELEVATION,C bat= 10.75- PROPOSED 2,500 GALLON 0 unless a to- cn t thethe 6"Of Finish Grade. -EVENT COUNTER REQUIRED -STATIC HEAD,Hs=. L Inv-C bat .. 3.y6, -PT SEP77C TANK/PUMP_ CHAMBER e p sr ins ap Ibl P / I I'Ehgmex.or Prot 9 d Land s yer FOR BOTH PUMPS PRECAST CONCRETE FRICTION LOSSES: O 2.'ELEC7RICAL CONDO/T PP n thl plan: - I. 7 LNG (A)no P on P n ndueln9 Y i opal Char Removable TANK RISER. MINOR LOSSES(FITTINGS)EQUIVALENT PIPE LENGTH•- pvare AM i* y IY e p tousingInformationt Iaea h I:.and Covers NO. E0.LENGTH/FITTING EQ.LENGTH - (a)thisplan remaNe th property /Holmes 4e McGmtn.Ina ff�-TI m (TYP) ..,-.,.,r '--16" tN 1 .0 PVC FORCE MAIN ,-.r.., TEE 1 4'PVC SCH-40 ° o"I R PIPE. _ A .. IN GATE Llqu(d GATE VALVE .1 0.95 095 FT. 11L.F£. S=2� 7-17-17 ADD CROSS SECTION&SEPTIC PROFILE LAC ..G� INLET 6' t me tea m ai6t s NLET'T' CHECK VALVE 1 11 11 FT alarm—)� ELBOW 4 4.4 = 176 FT DATE DESCRIPTION raw hecke o �, }L BLEEDER r r E J ____ 111 4 FT PROPOSED PUMP ALARM AND - R E V I S I 0 N S CHECK VALVE level T-0" 4 2.85 CON7ROL PANEL TO BE INSTALLED `OLi START LAG AND ALARM a 5'-0" min EWIVALFNT LENGTH FROM FITTINGS,Lf - 49 95 FT - IN A READILY ACCESS/BCE LOCA77ON CONSTRUCTION DETAILS T12.75 Liquid depth DELIVERY PIPE(FORCE MAIN)LENGTH L= 220 FT Tn BE DEZERM/NEo ON 771E GRouNDOF PROPOSED GUEST HOUSE & SEPTIC CONNECTION "T mSTART LEAD= 12.25 TOTAL EQUIVALENT LENGTH PIPE,Lt=L+Lr= 269.95 FT. PREPAREDFORR1wFRICTION 100 FT OF PIPE,Rf 1.11 FT 100 FT.ALL PUMPS OFF= 11.75 c _FRIC110N TOTAL HEAD LOSS Hf=(Lt,Rf 100 = 300 FT HARBOR HOMES SEPTIC TANK FOR LOT 8, #122 PINQUICKSET COVE ROAD g• ..,....,.. ...,. ... :, � BOTTOM OF PUMP •,.., . .:..'-..:.. .,,..' TOTAL DYNAMIC NERD •. .... :6.25'.. FT.CHAMBER- 10.75 T SLIDE AWAY COUPLING t IN PUMP REQUIREMENTS: CPAROPP�OD�LS£ COTUIT BARNSTABLE, MA j. 7 4 5'-10' FLOW (GPM) 15 GPM I H ( 10 FT. SCALE:AS SHOWN DATE JULY 12, 2017 1 CROSS-SECTION END—SECTION ,PUMP RECOMENDATTDN: - SEPTIC PLAN DETAIL TYPICAL 2,500 GALLON SEPTIC TANK PI IAAP MYERS MODEL WHRS / HP, APPROVED EQUAL(2'VERTICAL nlaryMR ) SCALE: 1' = 10' holmes and mcgrath,inc. CHAMBER �. civil en0lneers and land wrveyora ... y`` NOT TO SCALE - - 205worcestercourt-suitea0.fWat ith,ms•02540 a (H-20 LOADING) - •?, 508-548-3564 waw.holmesendmogreth.wm DRAWN: LAC CHECKED: 21 JOB N0: 7194 DWG.NO.:88-7-8A-- SHEET 2 OF 2 E GENERAL NOTES: �"'"t` - j, - ( I �� 0 E .• A. 1. Before final Drawings and Specifications are issued for „ �..r_4'-�,.- •� v construction,they shall be submitted to all governing building ,,,I_J� w c r agencies to insure their compliance with all applicable local and ! , >,O. it codes. code discrepancies in Drawings and/or `� �'S ?- - Specifications ear,the Designer shall be notified of such r-- ,.--•--- -_...._.___ .__.._ .._. : - 7 N c discrepancies in writing by Builder or building official,and - - I i' ' 1'6X2'0 L v y allowed to after Drawings and Specifications so as to comply _ _ - j ,a FIXED f c— m • - with governing codes before construction begins. ! ' :� ` - 12 - U•'E 2. Upon written receipt of approval from the governing official,'•' - - -- --'- j _ -- approved final Drawings and Specifications shall be submitted. _ - + - , - v t e , I. ' - ,.. 14 to the Builder by the Designev v 3. If code discrepancies are discovered during the construction ''• _ .. - - - i t _ aa)i _ ' 12 C process,Designer shall be notifiedand allowed ampletime to ,r. ,�' _ i m at .. ._ .remedy said discrepancies. ,. "• '1 a _..y i - II __ y..C 4.All work performed shall comply with all applicable local;state x and national building codes,ordinances and,regulations,and Q all other authorities having jurisdiction. Following is a partial - - - c • _ - ( O i`' .list of applicable codes in force: f - - - - - .. - - F i B.All contractors,subcontractors,suppliers,and fabricators,shall be -- `- responsible for the content of Drawings and Specifications and for -• - -. J • )the supply and design of appropriate materials and work .performance. C.All manufactured articles,materials and equipment shall be applied, l - _ i - _ •- i;r,_ 1 0 �• installed,erected,used,cleaned and conditioned in strict' _ Z I accordance with manufacturers recommendations. Lwrl Q - , . D.All aRemates are at the option of the Builder and shall beat the. I-J , } ,. - , . _ L) "i ori Builder's request,constructed in addition to or in lieu of the- - - --- .I - - r typical construction,as indicated on Drawings. _ N _ '�" 'I �-a Z -i p e `E.ARCHITECTURE,by SPB.LLC is not responsible for any plan discrepancies. -• Y - • -. - _ - ._,i ,,'�} - -- -F OD - .._..... . :.Builder$Homeowner to review plans before start of constryction: ..-.. --_. ........ --- --- - -.,� : .. ' _ _ ._.:r_.:�.�. -- -_L.__, ------ .-- _._T O Z .. :. - - '-' • N ' QtL—O h'*W REFER r. ', Z O U Ln o, :: PR W - r:. 23 &3TH EDITION MASSACHUSE17S CODE PROPOSED FRONT ELEVATION o z O, a' 3 PROPOSED RIGHT ELEVATION,'.-, a. QW 110 MPH EXPOSURE"B"WIND ZONE: The Proposed Architectural'Drawings are Designed/Engineered to be i Compliance with the Building Code-Referenced ANSI/AF&PA 2001 + r Wood Frame Construction Manual(WFCM)for 1&2 Family Dwellings: i I, I , - M N .g. } . a - Ya* 12 j ` - r _ -I •s^ - _.1L', .-.I _ � tat .. 12 ;. n 14[;7,1 17 T. ja Z I T — --- , r --. - ,. • l' CO I w . W W II''Tlli O I...I cr i' .Y „ V _ ® W _ . 0 jF y t :1.W.�' a . NO SCALE 1/4•=P-0• ' - • DATE 7-7-17 PROPOSED LEFT ELEVATION PROPOSED REAR ELEVATION DRAWN BY JSM/SPB - REVISIONS: DRAWING NUMBER 11 , E E U tU.1 CL • - - FLOOD VENT - - A c------------ T'41___ _ _ _ _ C13 , I I - I I I ° I I �\^�y(�II .v I I _ U, - ® Lj BATH o CL HT. TANKLESS WATER - .. .HEATER UNDER _'_ V L i6 CABINET . 8'%16"VENTS TO BE 1'-(°MAXIMUM I I " -KITCHENFROM GRADE INTERIOR AND EXTERIOR - G 1'-6• 2'-0° , I • "� : 2 CONCRETE DU OVER _" DUST .a I•I Z. .a of Ly a w N b Q ovL162a J Q N Z =o LIVING K Fcli AREA w CC c7 LLn = .o 4 co ..+4. O I. ., - Q - I .: CD lL PORCH m f oB to .u) • ' a I cn V I- k EL CC LU -------------- -------------- ^ I I ' y .I I i I •'_ . 4-6' 8: 7-0' - 2-2- 2.11/4' 3fi _ .FOUNDATION PLAN r . i FIRST FLOOR PLAN ' q.. -•'` '(2)#4 REBAR COW. •(3)117/8°.LVL RIDGE 2X10CEILING JOISTS12 - - _ FLOOR BRACING - ? -. - 12." - -BLOCKING 8 CONNECTIONS SHALL BE PROVIDED AT PANEL 1 - 14 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS HURRICANE TIES H25A� _ IN THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL14 -t (2)#4 REBAR CONE. - •�,s ,t_I 2X10 RAFTERS BE SPACED AT A MAXIMUM 4 FEETON CENTER.NAILING _ - y , Ik; REQUIREMENTS ARE:BLOCKING TO JOIST=2-8d.FOR „ 1/2"CDX ROOF SHEATHING 12 T - COMMON NAILS&AT EACH END. HURRICANE TIES H2-SA -- - : < - - - - 1 (2)#5 REBAR CONT. Top of Plate - F 1X3 STRAPPING �'� a HURRICANE TIES H2.5A FLOOR SHEATHING FASTENING > - _ P_ ". 14 _I @ 16.O.C. NAILING REQUIREMENTS ARE:3/4°T&G CDX PLYWOOD OR.EQUAL x W/1/2'GYPSUM NAILING TO BE 8d FOR COMMON NAILS WITH SPACING AT W EDGE/12'FIELD. (n. �1 Z O ` WALLS _ W Top of Plate W LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 1a-0" '(3)2X8 a NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 2(Y-0' •=� , W �' �!. W P.T.BEAM - WALL SPACING TO BE 2X4 @ 16°O.C. c j; W I: - TYPICAL FOUNDATION WALL !- WALL AT GARAGE DOORS TO 2X6@16'D.C. SCALE:1/2'=1'-0 o p LIVING - PORCH - OR WALLS AREA_ - - m WOODISTUDS STUDS: BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-1L' - i� W i NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 8'-99 CI) > 2X6 WALL(DBLE.TOP PLATE) - > -Z t= - • @ 19,'O.C.W/1/2'ZIP WALL - - WALL SPACING TO BE 2X6 @ 16.O.C. .. w I4:. EL D • -- . EXT.SHEATHING APPLIED VERTICALLY: - WALL AT GARAGE DOORS TO 2X6 @ 16 O.C. . .. D 'II W • - STUDS IN GABLE END WALLS:ADJACENT TO CATHEDRAL CEILINGS 'rt ` - ° - - 1/2'GYPSUM W/R 21,MIN.INSULATION. - V N 8"CONCRETE WALL W/MIN. ` - - - • SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM OR TO THE ROOF DIAPHRAM. '' _ cm O 4'-0'BELOW GRADE W/20'X10' - =C DOUBLE TOP PLATE:SPLICE LENGTH=4FT.MINIMUM WITH 14-16d COMMON I' 0 ;— CONT.CONC.FOOTING •• Top of Subfloor - Top of Sublloor, EACH SIDE OF SPLICE C.) ' ' 2X70 FLOOR JOISTS •---- ------• - - Top of Foundation - _' _ __.,___.._ Top of Foundation WALL OPENINGS:HEADERS TO BE 2X8 WITH 3-FULL HEIGHT STUDS(UNLESS NOTED). SCALE 1/4°=1'40' - 2X8 P.T. EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1/2'NAILED 4.O.C.EDGES/12"O.C. - 12°CONCRETE FILLED - IN FIELD.SHEATHING(FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE.. DATE 7-7-17 I SONOTUBE 4'-a BELOW - - ,. - • GRADE ON 28°)6 b ' § ROOFS - DRAWN BY JSM/SPB BIGFOOT FOOTING. v < ROOF OVERHANGS TO BE T-0"OR LESS. SIMPSON ABU66 W/ HURRICANE TIES TO BE SIMPSON H2.5A. REVISIONS: 5/8°ANCHOR BOLT To of Footing RIDGE STRAP CONNECTION TO BE SIMPSON LSTA15 - p Top of Footing @ EACH SONOTUBE. - '' 1/2'CDX PLYWOOD FASTENED WITH 8d COMMON NAILS @ 6'EDGE-1 2'FIELD. GABLE END WALL RAKE W/LOOKOUT BLOCKS TO BE 8d COMMOM NAILS - ANCHOR BOLTS TO BE 5/8'AT 38-MAX SPACING. - t @ 4°EDGE-4-FIELD. - DRAWING NUMBER BOLT EMBEDMENT TO BE 7'MINIMUM. - - - BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES @ 4'0 O.C.. WASHERS TO BE 3'X3%1/4"THICK ".'_S E CT.I O N A BOLTS TO BE 6•-1 Z'FROM END OF PLATES ..am ea P. PASSED FORTE' ��xvem ,..i..�w.be..:, PASSED vAss1D iMFORTE' "^D..PPD zDu •>1 i/a•a 1p•zwpoemoeee Ln J _ 3pfe¢(e)Si/Ya111/a•iDEMbeOem®LK - do FORTE" ipem(.)la/a•a i1Im• OEz�11bmI mM .. cts �M N C .. ' .rs�. ..m.. ,:m..(.r, .n ...m...b,�:e.rc�e .+ �� ..y°� w..:m.wwue ✓ 19 P.....�, .w r..m•:u....: Imo - — l�ry w �•�.._ .....,,:,m _ _..1 P®, sly J a . . �'L - •L� -� r au u(ww.J+_ •i T4—r._=_ 11 i_uWirJ__ _ -F— ru. L_rezifv,>Ate . �• �� -. �._. .......... C'O 9mewaP.a P,e a:„vv aw _ O co IF — 3a =�rx A : m ( ' --m-r'u t _'- ,ym,»w lr _ ° w '�,t� ''•"^tL��.^"'•• 2� _nc"��°'e_� •' . . ,P.... .. .e.. ...._. r. — --- ---- ,, �..._..:�.n.....:....�,.,....,va..:.e.:,..e�:....rr...>..:.n® _ _r. w..�.�.....�..b.....ww..,..a.w.........,r........ J , ._-_- - ___� .- ; .....ea.+..e..++.e..:.:•..:do-... I f cr Z LU -It — ... 1 O _. ......_.:.. :.., a , as co cn UJ " . )7 Z co a Qw j o T , r ` r , ,,' rrew aiaenr uu Dae:�wvrrD.ea , • _ -.. sIFORTE" ie>eLo(a713/t•i 111/a'2D[Mibellem®LK 1 . - - .. - ( r.'T - - - �° �mo • f f ' ' a ~� +ewrlw a:.aaPgx Jnv:Ye C+ma.pwegbl e ' � e, . • . _ � _ .. . . _ ' ?.. f, _ � r P ` 3 r . - - x.a. R°Z I_ Vf ]m(.s•I PNI , ) _-.;I a ` ,, _ r I' - - • - '�PtM —{uw �,w,a��� ILA-_J� / .. _. - a d . I - .. r. •, r�wemleu a®eP : , .,. e•w.ed.rsumr,snm+r.m.ves..�rw.r •.... e;. rmwrPO.Frmmm+:•a..a •. - � .. , a t : 'r40cru s,...'1.5*.y.-rr„rr•.. :. • ,.rys warn >s +m• :m mT-1. _ .. 1 r ..wson rvrewa..rrwu�r.s,e•era.rre —__ , - - - - r Po r5 : n ` Z '. a �.:«`r..,�:-.n.; N„r•.wr —le..a.,,,.wrv,. — I: •,: j i,.r P..,:rw wuaea nuem:.m .n...b... W � a'ts� �&^maa ��t ii+h .. ., '• - ,,. . .a. -WLLJ ' I: .. ,- s�4's^^, ..ate •r � .a . r. - 6 .. r • • DATE 7-717 - - •.4 .. DRAWN BY JSM/SPB • - - - REVISIONS: DRAWING NUMBER Y• 1/2' OPTIONAL -- -- -- ----a--- TWO ROWSOF8tl NAILS@4'O.C. c '- -- -- ------ STAGGEREDA ROW IN EACH PLATE _n 'I E E O O �. Stl NAILS @ 4'EDGE IN NAILS @ tY 0A. - �-' U O ALONG PANEL EDGE IN FIELD OF PANEL . _ CA • - - � d _ _________ ____________J � to TWO ROWS OF So NAILS 4'D.C. -C . • uh_•' QQ NAILS I I- --It u--_ STAGGERED.ROWS 1/Y APART C�4'O.0 II II II II II I I. LI 43) II II II II II o ( ` :E 0) - II II II 11 II 11 € I V ` E ' II II II II II II I lJ � t II n n n N Uv ¢ n II II n € n w c 0 9 n w w n 9 x :. I U Cd r Lu U U II I I CV _ II II II 4,-0• II II II - ¢ _ I r Q - ELWID BLOCKING P�NII II II II II o II II II II II II 3 - I U) ' 11 11 it I I � Y O. I BLOCKING I { � 6/8'ANCHOR BOLTSB U - - Q Stl NAILS .SILL PLATE-- -_ 3 A3'X0.228•GALV.STEEL LI - - 5a - �' 4'O.C. PLATE WASHER(MIN.SIZE) Q r ul I I om+ 016 D.C. Y I J ..� - - -- U - r V �. F .-FOU NDATI_?N .. ^ a I LL W w Cc Z _I N N O �aFDO I FZ II a DO (V C Ir ONE-STORY WSP DETAIL FOR ' a ° o TTWOOROWSOF8tl NAILS 94`O.c. I N Q{� Z I'I SINGLE DOUBLE SILL STAGGERED IN DOUBLE SILL PLATE - 6X6 P.T.POST I_ ___ O I N SILLPIATE COMBINED UPLIFT&SHEAR_ PLATE 1 ROW IN EACH MEMBER _ --- ---- j Z V i N o FLOOR FRAMING PLAN LVL HIP _ t JR, c _ I - (2)9 1/4°LVL BEAM 2 EN THIS EDGE RESTS ON cG USE Btl NAILSTe. r wM . FRAMING MEM (2) 11/4° .. EDGE INTERMEOIA ` - --^-- 'T- - - - LVL�ALLEV < I• '_ n i ;. �.�-13 3MIN;;' •. II II -II- N II • _ _________________ Q --- - --- __ _ .. v 9'MIN - °, 1, r STAGGENED z o tV ,. CO -II -II 71� II NAL PATTERN PANEL I b II v II - i T Z' - W . - PANEL EDO ' , n n 1/��, /R (� DOUBLE NAIL EDGE SPA � m � V � I > � Z O w I W U Detail o 11 w H f a - - (2)11 1/4'LVL RIDGE W (,. W Vertical and Horizontal Nailing w U U77 for Panel Attachment n _ o LL LcLI f W �,I � I a 1 I I i (3)2X6 P.T.BEAM - . - II cJQi II 11 w II t Q � Y - f 11 1/4• j > .n LVL VALLEY X F W - n rl- _Z � 6X6 P.T.POST N 'DO0JBLE EDG . W �- a NAIL SPACING PANEL '� i i �.-i (� N O „ C U - See Detail on Next Page. '-----'-------- {...:� - - (2)111/4• -------------- i SCALE 1/4°=1'-W LVL HIP ' DATE 7-7-17 Vertical and Horizontal Nailing DRAWN BY JSM/SPB for Panel Attachment ______-_ _ - ------- REVISIONS: - - � _ � ■=6X6 POSTS • i DRAWING NUMBER - - ROOF 'FRAMING PLANsi LOT COVERAGE NOTES (FOR ZONING PURPOSES) Enc11NG PROPOSED MAXIMUM ALLOWABLE � -� ' BY STRUCTURES 5.1% 5.4% 20% BY STRUCTURES/ 7.9% 8.2% 40% CB/DRILLH ND CB/DRILLHOLE CB/DRILLHOLD �.t;. PAVING/PARKING - ,0 700 S80'39_55'E 822'f FOUND 287.18 OUND FOUND 1 CB RILLHOLE In WETLAND=4.2t ACRES �Jg CB/DRILLHOLE 1 1 FOUND 45 IX/£ST ;n - F S FOUND ELEV=16.80 - LOT 8 PLAN VIEW NAVD88 _ � NAVD U � I �s4• , \ / 7.6t TOTAL ACRES S80.39'55'E 822't 4 a I UPLAND=3.4t ACRES :1 E \ 61 / ENIRY N79'24' 10'W 843't cu N64• o 1.3 ..� 14'q ��8' 302.47: 11 E / CARRIAGE o EXISTIN INV.a16.5 USE 5 83 SCALE DETAILOsEE DETAILED PLAN BELOW E 1 / (As PROPOSED) 16.J 16.8 'KEY. MAP ____________ 16.8 16.6 SCALE: 1'=120' E I COBBLESTONE 16. 16.4 APRON LAWN 16.7 17.0 TIN F EXISG 4'OUTLET PIPE I / 1 `^? (APPROXIMATE ONLY). H 6 F 1 4'SEPDC /F P/P£TO BE bER/FIEO ✓✓✓. 16.6 \� E \�2 PR/OR 70 CON57RUC770N DIFFERENT, CONTACT ENGINEER 7 / ' \ /MMEDIA IEL Y �6.5 E c^\+ Z EXISTING _ i.`4q qf. POOL- ' F SEPTIC TANK � \„\;.d `F'P, �. OF CLE \ 9 F E r X 7.2 >. �904 y,Ff`\ \ AAING 17.5 \ \ E `�>•;T���'pgo � I6.6 16.8 \� d0 Z .` J 1 {.2`.�>,oZ. F o� ,ryo js�� ea AWN ELECTRIC Ile `� � METER _ O s I v �` PROPOSED WO o Rw z0 E \ INV 1fi 5 17.x / � .. ZSOO GALLON f� / of Z 1 (AS'PROPOSED) / ELECTRIC W f cT E cTV s£Pnc TANK ( \ TRANSFORMER E D-BOX)O BE VER/F7ED 1_ ts.e SFFHCE I "L PUMP CHAMBER / PRIOR TO CONSIRUCAON. �.` - 25- I ` E ASSUMED 9-HOLED-DO,< 17} I NO SEP77C _CATCH 1 ,7 17T zs. 1 /p0 y 1. MAY REOU/RE.UPCRADE 1 �(tfi.e R-t6.SIN27- 1 ls. 'I 1 I RHODODENDRONS / o F F /I (1)FLOND/FFUSOR l I �S CHAMBER W/4'OF I �� •t& .t9.o rfi E tic �ti,, 6i STONE ALL AROUND. /S 7.0 F S .l O 220t L.F.PROPOSED. Z I N 1 O 18. "o• ", 17.2 \��- �� FORCE MAIN 111t'PK' 19. CUEST Housz, APRON COBBLESTONE - IR1R OATION M1 �T}P✓iJlI (SEE \39f S�sq• 01 aO tuY' 9.4E 7 RHODOOL-01ONS V To Off 7O �E 171 16.9 0 1].3 7.7 8 7' E m`m \ - �w I Cao 18.a �� 20.3 .0 LAIN 17.0 17.1 LAWN I P 20.4 (✓` � L F LAWN 17.5 STONE W 2 1• RETAINING WALL ,4 E \ \ OOO .(TYPICAL) 16.7 1 .8 F s F n. 17. .6 E Q 18.4 1 1 F � � 777 c LAWN I �. � \ , 20- 18.8 APPROXIMATE LOCATION-0F c^ .^y ) 1 I 6 I w` EXISTIN oG WATER SERVICE A 7.0 P S ROPOSED ���1TIT�CC `O\rsn� O \LAYM I I I 13Y1` F E �/� 1�\F`� \ \\ ` I� � Laxw o �w SlON C _ 1 \ fO EDGE OF WETLAND COMPILED E E 9n\��o _ a FROM A PLAN PREPARED BY BAXTER,. NYE & HOLMGREN, INC. E 1 �� 5.4 ,I ns I 'ems 4 191 �i DATED: JULY 28, 2004. F F F CLEARING. f f I 17.4 8 WATER SERVICE NOTE: w i^' \ CLb 7HE EAGt4 SHAW f fR/FY 7f/E["A7smV 1 `Fjr\OOQ } _ I OF7NEEX/S7INC{YA7£R.SERNCE EX/SANC NOTICE AVA7£R,SERI4CE SHALL BE SLEEPER WERE' -w- unleaa and anon such tim to I9I I(red)clamp of the +O 1 1 1 /T LIES 1D'G44 LYOS `7D ANY.SL�P71C reaponaibs Profeaaional Engineer, P f I I Land Surveyor �F\2P !16.z 1 SY57EA/PIPE R4 CLl1/PGAL'& wpeare on this plain. F + 1 (a) P n ar par.-.. e Including y municipal tner 1 public a""" "i I ay rely p Me Intoan t I contained h :and E E \ 1 �\\ I e(B)thi pl m f th property f H ea @ McGrath,Inc. F F. 1 \ ; _ I _ LOT 8 7-17-171 ADO CHAMBER S.A.S.LAYOUT LAC ,to, . N79'2T 10-W 843't _ UPLAND=3.4t ACRES DATE DESCRIPTION jDrawri1rhnked R E V I S I O N S PLAN N . - OF PROPOSED GUEST HOUSE & SEPTIC CONNECTION s 4 f4: NOTES GRAPHIC SCALE 30•w PREPARED FOR �2.47' HARBOR HOMES 1. BUILDING NUMBER:122 20 10 O 20 60 FOR LOT 8, #122 PINOUICKSET COVE ROAD 2. ASSESSOR'S NUMBER:MAP 005, BLOCK 068 LOT 008 IN 3. ZONING DISTRICT: RF (a FM) corulT BARNSTABLE MA 4. FLOOD HAZARD ZONES: VE (EL.14), AE (EL11), X (500 YR.) & X L man a 20 tt w , 5. BENCHMARK: AS SHOWN �1:,,. / r SCALE:1'=20' DATE:DULY 12, 2017 6. TOPOGRAPHIC INFORMATION BASED ON AN i""agaE� 3 / r ON THE GROUND'INSTRUMENT SURVEY 3 M3PJ holmes and mcgrath Inc. 7. ELEVATIONS SHOWN ARE BASED ON THE NORTH �¢ Na f If 1 engwmm ana law surveyors 2., 7 AMERICAN VERTICAL DATUM OF 1988. (NAVD88) zoswocestorcourt•auitea4.falinouth,ma.02540 8. REFERENCE: LAND COURT PLAN 34636-8 //lid soft 548 3564 www.nolmesa tlmcg aM.com 9. WIND EXPOSURE CATEGORY: C DRAWN: PJR, LAC CHECK 10. OVERLAY DISTRICT: RESOURCE PROTECTION JOB N0: 217194 1 DWG.NO.:88-7-8A I SHEET t OF 2 F PUMP CON7ROL PANEL - I LOCA 77ON TO BE DETERMINED IN FlECO �01 I O•c DATE: 2-23-1983 250 Ps=P-10,759 _ 2-REMOVABLE COVERS W)WIN 25 SOIL EVALUATOR: STEPHEN A. WILSON, P.E. 6"OF FINISHED WAVE:K r BOARD OF HEALTH AGENT: DAVE STANTON .ACCESS HOLES IN TANK TO ACCESS COVER SHALL BEAM/N/MUM - BE 24'IN D/AME7ER OF JO'TO ALLOW REMOVAL OF PUMPS TEST PIT 1 TEST PIT 2 r Ivnt Flow 2 I FOR SERVICE. COVER SHALL BE SET AT - ___ C.S.E.=18.53 r.. p,-�,a 10_min_distance --� FIN/SF/GRADE 20.0 VC FORCE MAIN FROM PROPOSED 0 0 0 0 " �+ EXIS17NG 4"P SEP77C PIPE 2,500 5£P77C TANK/PUMP Y0 3. 3" EXISTING GROUND SURFACE COV771VUES TO CARR/ACE HOUSE CHAMBER(GUEST HOUSE) AP AP 10 YR 5/1 10 YR 5/1 4 GRAVITY .! 1Jf'EL£C7R/C CONDUIT 45'BEND it' SANDY LOAM 11' SANDY LOAM 2 S£RNCE L/N£ - - � - t: 11 L.F. 4 PVC 21 MAINTAIN fi7RCE MAIN 0. B B 15.0 5= 02 I BELOW FROST DEPTH - _ = _ 10 YR 5/4 10 YR 5/B 24 N I E st n SANDY LOAM 30" SANDY LOAM 15 • 16 g $ S Cl C1 *Foundations• b 1 500 Gallen - ept c Tank f Ha/d Exist/ng/newt 60' MEDI 10 UM/SAND 52" MEDIUM S8 10 YR AND Design 'o It StepUo Tank 9 "Y CONNECAON o- -. To be verified pr or By Others u (ON 70P SD n Q to construction C2 C2 INSTALL THRUST BLOCK. '� Oj 10 YR 6/6 10 YR 7/3 10.0 t`t 220 if. lk-DISCHARGE LINE SEE DETAIL II O - 57RA77nED MEDIUM SAND • - •-„ PRESSURE TEST PROPOSED' - F lf¢'PVC FORCE MAIN FORCE MAIN LINE O 750 PS/ 'y - 10 72' SAND&GRAVEL 144" &GRAVEL SLOPE CON77N000SL Y UPWARD C C3 6"LAYER OF CRUSHED h COMPACTED STONE 10 YR 7/2 144 MEDIUM SAND - NO WA 7ER - 5.0 71. Proposed 2,500 GWI- _ ENC®EL UN7ERED Foundatim Septic Tank/Pump Chamber 220' Existing 5 Septic rank RA _ UNABE TOM L SOAK SEPTIC PROFILE - GUEST HOUSE �. SCALE: 1/4" 1 4 AIPOPOSEDO ROKFFLWRS Ex7sh0 4'wide x 8'Icing ROBDWFUSORS -PROPOSED 1%"PVC FORCE MAIN PROPOSED THRUST BLOCK AT e pchnt fo eyetmn FORCE MAIN SEWER CONNECTION ---�r�----------tom-----------�----------�,--4- nnl.n grog soave wta od / 1 C.F. MIN. CEMENT CONCRETE snail mope y t a aim.or 21L -4-di-cast ten 310 CMR 15.221(6)(e) w : itki,6•of wed guts FINISHED GRADE OVER LEACHING TRENCH = 16.5t SdwA4 40 me°k"e(110t hht°) 'DESIGN CRITERIA . 20'min di t 241 I I Clean twck/el R.ExV. ( q to edge of leod".1st-) .. 4"SCH 40 SEWER PIPE Goys Number of bedrooms 6 Equivalent to 110 gal.'s/day Garbage disposal unit: NO TRENCH EXCAVATION WALL el o C20 0 = o o a e o o M' 12' Leaching area - capacity required: 660 gal.'s/day - va> p THRUST BLOCK SHALL - e� ! �„� fp rt" •r-,S Side area proposed: 272 sq. ft. ALSO BE INSTALLED AT Elm•.-.12.6 34 Lr.4°PVC 4'_ 4' Bottom area proposed:672 s ft. ALL BEDS-AND SWEEPS. a• - e.o.01 mh. .... - P P q. ro Total area proposed: 944 sq. ft. - - - of;?to 1}• Existing washed steno Proposed leaching.capacity. 699 gal.'s/day do. Waenea NI Arcane RoweiHu.wn THRUST BLOCK DETAIL e<fl ne s'min To RamaN EXISTING D-BOX 2' Rw O°N°oCCe" 2'toy..of+ to} woanee scene water supply. TOWN - TO REMAIN level) mdmb Wedein tr°f >n I °r enter'one Precast concrete units: H-10.& H-20 loading design _ NOT TO SCALE CROSS SECTION DETAIL EXISTING-SEPTIC DESIGN CRITERIA No o g.*tar abe mwe SCALE: 1/4• = 1• . Hold.Existing Invert ,. Be—12.6 (As .. Inv old, dated proposed and.depicted vi plans by 0610, Nye&Holmgren, inc _ (As Proposed) * 4 R.of 3/a"to 1 1/2"double dated 07/28/04ond lost revised on 02/06/06 I I FLOATS SHALL BE HUNG To be v Afied or 10 5'Mht washed stone 011 around ROWdiftU90r Total daily flow is based on 5 bedrooms, no garbage disposal FROM STAINLESS STEEL conshuction it erfarent _ � total doily Now= 110 g d/bedroom X bedrooms=550 gpd 12'-0°- concoct enginer �,- bottom area proposed f12'x 48) 576 s.t. b -------�I I -------- BARS MOUNTED WITHIN immediately "` - o a 1 No 4Yousdavter ODeeneO side area proposed(12 + 48)x 2-X 2= 240 s.f ------ ------- 18"OF THE HATCH. _ -2-24' Diameter ,� v applicationfratereo0.74 gpd/s.f, .I .- �\ 'i: 9 Proposed=816 s.f. + A cLEANour AND - Access Holes I 1NSPEcr1oN covEtt Zabel Ftlter 4 BAFFLE OUTLET. SEPTIC PROFILEO65 S.A.S. capacity=816 sf x 0,74 gpd/sf=604 gpd 1 SLIDE RAILS SHALL BE AVAILABLE FOR USE. f INLET 1 / - - .design leaching capacity=604 gpd>550 gpd ACCESS ScuF:t/4' r• J \ J COVER / 2 PUMPS REQUIRED, MUST ALTERNATE PUMPS SHALL BE CAPABLE OF PUMPING � 15 GPM AGAINST 10' OF iD PUMP CALCULATIONS i 30"DIAM. PUMP CONTRACTOR SHALL SUPPLY,ENGINEER Q ACCESS COVER WITH PUMP CURVE.AND SPECS. PRIOR - TO INSTALLATION FOR APPROVAL. DESIGN FLOW O Q. .O-STEEL REINFORCED PRECAST CONCRETE 110 GPDLZJ - DOSE VOLUME: 310 CMR 15.254 1 d .... . ?1 PROPOSED 1,V'PVC.FORCE - PLAN-VIEW =2 DOSES PER DAY (1l0 GPD. 2 DOSES A DAY) 55 GALLONS �yc MAlN.220t L.F. CON77N000S - -ALARM LIGHT <,,, FROM PROPOSED 2,500 SEPAC 4-0' 9• KNOCKOUTS FOR TANK/PUMP CHAMBER. (30)2•z 5• BED INSTALLATION CONTROL PANEL HATCH COVER A FINISH.GRADE PUMP RATE: - - TYPICAL FLOWDIFFUSOR®- OPENINGS INSTALL IN READILY MAKE HATCH WATERTIGHT AND DESIRED PUMP DISCHARGE RATE,0= 15 GPM - ACCESSIBLE LOCATION WATERPROOF - SCALE: 1/4' = 1' FORM ACCESS COVER OVER PUMPS. ACCESS COVER SHALL 8E LARGE ENOUGH TO ALLOW REMOVAL OF THE PUMPS FOR SERVICING AND CAPABLE OF WITHSTANDING *HOUR METERS REQUIRED TOTAL DYNAMIC HEAD: BOTH PUMPS STATIC HEAD: - -- - H-20 WHEEL LOADS. *ALARM SHALL BE WIRED PROPOSED D-BOX INVERT ELEVATION L Inv= 1500- AS PROPOSED TO SEPERATE CIRCUIT �� PROPOSED PUMP CHAMBER BOTTOM ELEVATION,C bot= 10.75 PROPOSED 2,500 GALLON 0 uaiees arts vnts e a tNOTICE oriq;nal(red)stamp of she 1. Cover Shoo Be Set To Within *EVENT COUNTER REQUIRED )))6'Of Finish Grade. STATIC HEAD,He= L Inv.-C Dot 3.25 FT SEP77C TANK/PUMP CHAMBER re.,onmaie Pmfeamonm En h - p fesalonm Land Surveyor FOR BOTH PUMPS FRICTION LOSSES O I l2'ELEC7R/CAL COVDU/T anpeotoWo'Or pew a afnq any mvnktpal tnw Removobl TANK RISER. MINOR LOSSES(FlT71NC5)EQUIVALENT PIPE LENGTH: pvoue ofnaiai y�mya vp to f tlon contained h and GOVer9 - (B)this pl Inc the propert 11-----�1 N0. E0.LENCTH/FlT11NG - EQ.LENGTH y of HOlmea s Nccratn Inc. (TYP) ,. .,r 'J 1N 1 a0 PVC FORCE MAW 4'PVC SCH-40 :.:.� 6° INV.= 16.00 y T 1 9 9 FT. nwtef .'..'. NLET'T' TEE VALVE 1 11 = 9 FT SEH£R P/PE. 7-17-17 - ADD CROSS SECTION&SEPTIC PROFlIE LAC „(�•(i -INLET e' Y„e We m arad e w 11 L.F. 5=2T LI GATE VALVE ELBOW a 4:a 176 FT - DATE DESCRIPTION Draw hecke o E la�eid�5 ° A BLEEDER _ �uid GATE VALVE 1 0.95 0.95 FT.. LLLIII PROPOSED PUMP ALARM AND R E V I S 1 0 N S F! CHECK VALVE level i 7•-0" SWEEP 4 2.85 = it 4 FT CONTROL PANEL O BE/NSTALLEOL k START LAG AND ALARM V TH 771N Lf= a LwowP �- _ 5'-0" min. GS 4995 FT /N A READrcr accEssieLELocAnoN CONSTRUCTION DETAILS a^ / tsao GAL ReES - 12.75 Liquid depth DELIVERY PIPE(FORCE MAIN)LENGTH L= 220 FT TD BE DE7ERm1NED ON 7HE-GROUND• OF PROPOSED GUEST HOUSE &.SEPTIC CONNECTION mnRetmR To DEL START LEAD= 12.25 P TOTAL EQUIVALENT LENGTH OF PIPE,It=L+Lt= 269.95 FT. PREPARED FOR f LIBEL TOR YOOfl �arTMa 41tmo N au1tET TEE auArs FRICTION 100 FT aF PIPE,Rf=1.11 FT 100 FT. ALL PUMPS OFF= 11.75 300 Fr HARBOR HOMES _ ' SEPTIC TANK � - FRICTION TOTAL HEAD LOSS,Ht= Ll z Rf 100 = g" ;;.. '., y •.....� ,.. BOTTOM OF PUMP :,•,..,.....,.. TOTAL DYNAMIC HEAD .. FOR LOT 8, CHAMBER- 10.75 s.25 FT. #122 P�N UICKSET COVE ROAD 7 SLIDE AWAY COUPLING-AlPUMP REQUIREMENTS: PROPOSED CONUIT BARNSTABLE, MA 5'-10" FLOW (GPM) 15 GPM I. 11'-4° Tom (FEET) 10 FL SCALE:AS SHOWN DATE:JULY 12, 2017 CROSS-SECTION END-SECTION PUMP REcaMENOAnoN: SEPTIC PLAN DETAIL MYER5_MODEL V 1/2 HP OR APPROVED IAI ( VERTIC fCHARGF) SCALE: 1' = 10' , TYPICAL 2,500 GALLON SEPTIC TANK & PUMP CHAMBER ' hOlmeS and nleg rath,in 7 r 1\I dvil engineers and land surveyom NOT TO SCALE - 205 mroester court•suite a4.feimouth, 540 nle.02 i (H-20 LOADING) 1 M. 508-548-3564 www.holmesandmcgrath.cwn ' ' DRAWN: LAC CHECKED: JOB NO: 217194 DWG.NO.:88-7-8A SHEET 2 OF 2 .. - .__ __. _- •-- ..T.. ED GENERAL NOTES: o A. 1. Before final Drawings and Specifications are issued for , +'i- •—t - .� �? construction,they shall be submitted to all governing building �•' r 'r - - -- } \ j CL rn c 'agencies to insure their compliance with all applicable local and - __._� ,,, ,e 1 _ - LJ T to ' national codes. If code discrepancies in Drawings and/or ` - _ :4 1� I,.. t,c.;: ^, c _ Specifications appear,the Designer shall be notified of such - - -- - - --- .--......... - --- --" - •_pt • discrepancies in writing by-Builder or building official,and` :3 - P 9 Y 9 r r5xzo , a.. _ allowed to alter Drawings and Specifications so as to comply a FIXED with governing codes before construction begins. 12 L ' E 2. Upon written receipt of approval from the governing official, - - "- .:-.. .. .._., ... r! -- .` , ' - AI approved final Drawings and Specifications shall be submitted - ; - I v - •' - L x to the Builder by the Designer. _ I - r 3. If code discrepancies are discovered during the construction ' " - /� — e 12 process,Designer shall be noted and allowed ample time to t remedy said discrepancies. .i! 4.All work performed shall comply with all applicable local,state - - _ ! / r - and national building codes,ordinances and regulations,and 14 ' f y ., . �. all other authorities having jurisdiction.following is a partial F * '� •�. 1 I- � Q _ , . .. 'list of applicable codes in force: ! •, - i ! %� - _ L . .._ .._. ._.- .............- - -- -- 8. All contractors,subcontractors,suppliers,and fabricators,shall be '-- -- - - -- ------ - --------�• - - �-- .;_-- k responsible for the content of Drawings and Specifications and for the supply and design of appropriate materials and work _ I < .. - --.,<'. ...•' ,•, ,. . ! F:.I - i' II Performance. r _ C.All manufactured articles,materials and equipment shall be applied, .a installed,erected,used,cleaned and conditioned In strict - _ accordance with manufacturers recommendations. D.All alternates are at the option of the Builder and shall be at the U— Builders request,constructed in addition to or in lieu of the : ----- - - - r - , W cc • m" typical construction,as indicated on Drawings. - .,� - ,L I. fV - CS ' E.'ARCHITECTURE by SPB LLC is not responsible for any plan discrepancies: '; t - - ;/* _ d H i•i x --- - - _. --- - (7� W 'y Builder&Homeowner to review plans before start of construction.• - ' : - _.- _. - ___.._ -____.___--DOE O Z N y i.. REFER TO20091RC - - t. Z 0C U l o ; rx .. &8TH EDITION MASSACHUSETTS CODE . PROPOSED FRONT ELEVATION : rt z°� ,. PROPOSED RIGHT ELEVATION o- , I 110 MPH EXPOSURE"B"WIND ZONE: y The Proposed Architectural Drawings are Designed/Engineered to be i y. ¢ Compliance with the Building Code-Referenced ANSI/AF&PA 2001 ' Wood Frame Construction Manual(WFCM)for 1&2 Family Dwellings. f v , Y I^ ,u r - b c 1 1 12 ,F I. .5 12 1111[7 - ; a vC iy I is // - \ I I - . Z W [ W I C'3 a h r _ r 7 -- -- L L I FET11 I �- i �. W W U) L (I ji Q, E U • r _ .r I III - '� �. 6 _ • l U '� u �i� j o +• W .I � Zul r M n a r r _ . .. SCALE 1/4•=1'-0' .. . - DATE 7-7-17 PROPOSED LEFT ELEVATION PROPOSED'REAR ELEVATION DRAWN BY JSM/SPB • - - .. - REVISIONS: - a DRAWING NUMBER ' - 4 , - . . 1 T-6° s , ru a r . y • n .. r 1 a ai ,y FLOOD VENT -�. s ,',. .. — : - r • e Ld , 4, CN725 -Fs: :� N CD '0 I I ca I — 0 .1 .. BAT 6, H • '..I ":I I- '.' - }TANKLESS WATER 0) CLG.H7. id. fl x EATER UNDER "U L CABINET V. ,.n - .,'a N .r. '•.I. a'X16°VENTS TO BE T-Om MAXIMUM m iv• ITCHEN ® p( •- ,_ : :' ..'` ,., '� �'% ,•, � _. '. i .FROM GRADE "`. •�- i U ... 7n ...� U LINEN w' • e K =f "" ' .. i- , '• - r • ° ?INTERIOR AND EXTERIOR ° . I . , �. , I k ' e a P. i < I 2"CONCRETE DUST COVER - P" I „ e i >I W Fn q m F A 00f N q oVueza ... 4_ : ,�.. , . �v ,, - L ,. I• .�_., I ., _ _moo LIVINGcc 2 '. m : . ¢w j An. Z AREA - �D _ . „ m a O U Z ' Co :PORCH Q z Cl+ Q V - Ll7` ji Lu Ui r ;. .. ,.. ,. .. ..- •.,- ',_ .. I. ..-. .-.. '4 is - v: U U, n, r is « S 58' FOUNDATION PLAN . .. : FIRST FLOOR PLAN '. - _ , -.• 2 B4 REBAR CONT. . - ♦': - - rc 11-7/8"LVLRIDGE a: 2 .Ut s" " r _ x,• 1" 2X10.CEILING JOISTS 12 ay .. FLOOR BRACING > .,.. e � 3 „ - 2.- ... - • :BLOCKING&CONNECTIONS SHALL BE PROVIDED AT PANEL - x+,,: _• -:;. h. - - ^s :w .,.EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS HURRICANE TIES H2.SA r.. - .. I PA AND HALL. .^ �-, • - '•' .>hr _ _ _ ,..,��-.,-.• .. ,:,,. , - IN THE FIRST JOIST SPACES SHALL i.. 14r. .. � - --,r B P ED-AT A MAXIMUM 4 FEETON.CENTER.'NAIUNG.. - , .. ,,,,< 'r 2X10 RAFTERS-. - ES AC �Y #..�. ... `.: =.. - - '.+ REQUIREMENTS ARE:BLOCKING TO JOIST-2-8d FOR - •� .... .: r ._y - .-. 1/2 COX ROOF SHEARING.' ,,. COMMON &AT EACH.END. , .. HURRICANE TIES H2.SA. - c.__ � y. 2 15 REBAR CONT. _ ` 1X3 STRAPPING - :--:;, _ HURRICANE TIES H2.5A , FLOOR SHEARING FASTENING _ W O - -_. Top of Plata a 14 •. v .. _ .. :• � � - @,6°O.C." �"'.,� :. '.NAILING REQUIREMENTS ARE:B/4°.T&G COX PLYWOOD OR EQUAL � �•8 ''. _ c_ W/1/2°-GYPSUM - CI T 6°EDGE/12"FIELD. - — Z 0 - -. ..�... _ ,,• .. t. - „$ NAILING TO BE Bd FORCOMMONNAILS'WIRSPA NG'A - ` Lu U ^,, - • :. v .. ... :� § .. -. .. ... '. .. .� .' Top.of Plate Y" .WALLS W '/I:Q �, - . . _. +. c"`;t: T - `. r a'- r y _';� - `:a•;, - - LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 10-0° ".(3)2X8 - aj "NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 21Y-0• .,,... : ..., P.T.BEAM - #.. 1 - Lu LU . a• • yr ,- -' WALL SPACING TO BE 2X4 Ca W 6C. - CC Lr cn .1?'s. - - WALL AT GARAGE DOORS TO 2X6 16°O.C. • . G c. Y _ •. " TYPICAL' FOUNDATION WALL M @ `I w ... - SCALE:1/z°=1'-0' Y i? - ' LIVING U — �•, - .: ... - , EXTERIOR WALLS - -' - ` PORCH - _ : AREA `,__ ,.,t - ' m ' WOOD STUDS:LOAD BEARING.WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-9°k., f �' i. LLL, 4, $ ' '' ,F + • r g _ : .'" PLATE) - NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9.9"' U) Q • .. 2X6 WALL(DBLE.TOP + .,- _ 1 _ "Z — - ;: P WALL - WALL SPACING TO BE 2X6 @ 6 O.C. -W P — *.. @ 16"O.C.W/1/2'.ZI - r '.»+ WALL AT GARAGE DOORS TO 2X6 @ 16'O.C.. g~_ a �; `• : - EXT.SHEATHING APPLIED INS * STUDS E WALLS:ADCATHEDRALLu " $ "r .1/2'GYPSUM W/R.21 MINaNSULATION. - _ - '3 _ - - 8 CONCRETE WALL W/MIN. _ .,�. _ ,, - " „. - .. :.; .. ', s SHALL BE CONTINUO S FROM THE CEIL NG DIAPHRA OR TOI HE ROOF DIAPHRAM. - I;,� = N o'•, .. 4'-0°BELOW GRADE W/20°X10'" : t =C c 4 :DOUBLE TOP PLATE:SPLICE LENGTH=4FT.MINIMUM WITH 14 16d COMMON, v N I. r ;� c I; CONT.CONC.FOOTING Top ofSubfloor - 'c • = T�of Subfloor, i, V - , y d .NAILS EACH SIDE OF SPLICE. 2X,OfLOOR JOISTS - _ ,. > - .- - Top of Foundation -___._ ___ ___-___ .__.__ __ � lop of Foundation WALL OPENINGS:HEADERS TO BE 2X8 WITH 3-FULL HEIGHT STUDS NLESSNOTED. _ - - 2X8 P.T. N ) SCALE 1/4° 1'-0° � r _ EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1/2°NAILED 4.O.C.EDGES/12°O.C. " 12°CONCRETE FILLED ' 9` ", •IN FIELD.SHEARING(FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. DATE 7-7-17- SONOTUBE"I BELOW , • GRADE ON 28°J/1 - ':' :a , xx' § .ROOFS DRAWN BY JSM/SPB ' • ' BIGFOOT FOOTING. 'a _ a ROOF OVERHANGS TO BE V-0"OR LESS. • - SIMPSON ABU66 W/ .. .:. --i - .HURRICANE TIES TO BE SIMPSON H2.5A REVISIONS: - k --' 5/8"ANCHOR BOLT - '. - s`" -RIDGE STRAP CONNECTION TO BE SIMPSON LSTA75 Top of Footing Top of Footing f - ` @EACH SONOTUBE. -- -- a 1/2•COX PLYWOOD FASTENED WITH 8d COMMON NAILS @ 6'EDGE-12°FIELD. GABLE END WALL RAKE.W/LOOKOUT BLOCKS TO BE 8d COMMOM NAILS _ANCHOR BOLTS TO BE 5/8"AT 381 MAX.SPACING.!. „- - Y .... - @ 4°EDGEW FIELD. i DRAWING NUMBER BOLT EMBEDMENT TO BE T MINIM M - 'ALOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES @ 4'-0°O.C.. .. - _ �,.. - ` WASHERS TO BE 3X3X1/4"THICK - _ '. ,. P°. , - BOLTS TO BE 6'-12°FROM END OF PLATES SECTION A S ' ' "sNern amov 'wvw..w.w.ng, - vzssEo.. - aFOR-TE` :d �)13/{r ai/a-zoE MwaanD�LVL aaaeo, _ Vwen91�Dm way"w.we..,:.a. • vzssiD. -- _n •. dFORTE' "�IFORTE `/ ]pN¢(e)13/l•:111/4.ME Nbe3Ne01 LVl is � � r 2 ptam(s)13/{•a 211/4•Xft NIee s Ln mglrc t? - . Owrm (vC.is YYY,e V qa r E 0 0 CL LJ I; bra 3 • ` "" .tLm`�'"""v.c.ri ry tWc�'t�'r"s _ • `.*�`c.' `e .•i�.+. �o 'Fa'P� - : „� 1?R"" w. �1st lJS — a) C ° d f • m•,c a a:a a+ . • � '"Nvmev° eavb 1 amnvu9N'6mnr♦vvMuo:.Lar9bvan" A' O weMMNemmry m-• �� • _ Nmm°. a,eeuv .,,.e(. ..J e:�..•a..l:.m:.::arw .; • pyy Wuu kK' oteml nj r e L d e.sm 5 r Y4 •.N. .,a ,a n, .,r::rs' - ,eYv=r�M Lm—.t—�>�.v —I o•t -- •" a E m r w:v.m:wn '>r .tss,a uws.m rr°• lLL S"4—'°3_ _J N t .. • :x.rrlrtaJ m.n :,a .._-. _ ___ v� luo.tav Wss.J -_a rnwyn:♦m . - a•L.___--wo,.W '�pe.'�ass,ao.has { m-L 2 ab_ui .�rO •itf_ ' _1 __ �e.uYs' / a 1.mow wv ((..���� .. ! .. u.ueaa(m —:ame as � w.mr..:,N CL cc <.•.:.. net m I mt_ :.--...I '" .,n. �+�, ',..'13.;: `" t>a'9}n?!"v / -' ..° 'S • "s"' ram nmr• _. .- 4 )_m=v_.— L...�__a:r.r':�sae•-1--ms.._7_—_ ,.:_. ., tit'-.�. :.;t .�rm tit _. .. • d rrlew r'.W.�',.new a•.rm..Y.t l — _ __-- ..__— __t� : � - rm,.a°n 7 '�� Nnbebir 5r.:.�:t _. a �.1:G.K. rF :'.Y:-_w'.(�..c.•.•m..ro..°caw -e�i # -f .. _ I.1 ® m m - N.nbv .Y.x•A.'A`Stt' <.i. +c-t�`3... '•.,-0.3^-.`ua � FY -���-�+e..e.ne-_m ii IwwO°0Y°rs.,w,rw°.w��e�r:.wm.eawe.:.. e•:.am wn:.�.l ° —_ ww :wa-.__ Z :I r,M,rurarsrm -._:mn a r.m.muv.vr.mps.mazer.a.:mmmd �. Lo I W Z 04 . a n •. • coILL GD - L - • - •.- . .. ._.....m_., O ��aZ Ij� cn a.......... - U,a � N Z ❑ Q N W . Y t-.. .. z W � wY. I • 4 w, ^ .x ro• , -. of ♦ 9 F O R T E' "uuen civom N.aad�v+re a —E.2 pbm(s)13/{' - - Dnuar sbpet lmDm fa• ♦ o • Y g • - ss _�were Ne � tts�� F.' .. ' - - � "' ♦ ,a NP Dr9N. ,a wv op.wr4i'Na _ • 4�we as e:J taD•ia5wimm ',_i mma.bc 1., - . ...m•..war+rr:...::•.::....o,.e..:.�....ed.., - e : A w i w ilev : 52 c/) i w a Z { W :I F . ......_. ,'.�;wu< gym,• yam ' •' - •>•r• u°" - DATE 7-7-17 ' DRAWN BY JSM/SPB ' - - REVISIONS: DRAWING NUMBER - . OPTIONAL - ^ -- --�-- -R. ----- 7WOROWSOFBC NAILS Q4.O.C. STAGGERED,1 ROW IN EACH PLATE- _(1 `I E E ea NAILS p a•G.C. sa NAILSca I o.c. 0 ALONG PANEL EDGE IN FIELD OF PANEL U LD CL rn `17,-_ NAILS. 11_ __ IIJ TWO ROWS OF Be NAILS@ 4'O.C. I ^/ N C . C�jp4'O.C. STAGGERED,ROWS 1/2'APART LY II II II JI !I z II II II 11 II II - I V ` E i II II II II -- II II I I t0 o n n 1 II �N @)o - z 9 II N N I II 9wZX I O ,' .y LCIL UC e g n U u I I x CV II II II 4.-0• II ,II II e. - _ BLOCKING N - EL WIDIP Im. n n fl n /Y, O I BLOCKING I � ____ ____—_ 5/8'ANCHOR BOLTS6 U - n etl NAILS SILL PLATE— —— _ 37(a'XO.229'GALV.STEEL - - W CO . ®4'O.C. PLATE WASHER(MIN.SIZE) - - o T I, - J Z w cc LID _FOUNDATION _ .. GO U) a I .I LL 2 a Z i:I C, _, _ F.- Do NDo r1/2 Ig• __ 0 X :) Q Ch --o OPTIONAL In '. ONE-STORY WSP DETAIL FOR ° s TWO ROWS OF ad NAILS9WO.C. N ¢Z �j DOUBLE SILL I________ Q[C O SINGLE STAGGERED IN DOUBLE SILL PLATE 6X6 P.T.POST SILL PLATE COMBINED UPLIFT&SHEAR pU,� 1 ROW IN EACH MEMBER I Z m I LU O, m C7 D- 1I FLOOR FRAMING PLAN LVL HIP o" -- --- -------- 2. EN THIS USE THIS EDGE RESTS ON (2)81/4'LVL BEAM FRAM BO NAILS - Z m n AT B''N _ FRAMING MEMBER .•' I (2)1 1/4•. ' EDGE INTERMEDIA — —— �.— �T — — — ,. • VL VALLEV------ I L ----- ---------------- - ' 3'MIN EI I I II I I - ` I: i 9'MIN STAGGERED z it ti II II II co a - NAIL PATTERN E I ��, W - PANEL EDG PANEL € F n n _ - L `W DOUBLE NAIL EDGE SPACING DETAIL _ < _ - / II II z _________ - Z O . _ DetBil �n N N _ I "I _ _ ________i - W U U) I I I I a (2)11 1/4'LVL RIDGE W Vertical and Horizontal Nailing W u u W W i !n ,:: W for Panel Attachment I Z I I r o C (3)2X6 P.T.BEAM II F. II II z -II 2 11 1/4' n LV VALLEY X W n tr (A I' F— C\1 I< Z = j 6X6 P.T.POST 'DBLE EDG - W I. .� NNLSPACING i , i PANEL 'I N;.�O ' See Detail on Next Page ------------- I' 111 --- ---'----- SCALE 1/4'=1'-0' LVL HIP DATE 7-7-17 Vertical and Horizontal Nailing DRAWN BY JSM/SPB I for Panel Attachment - •--------- ----------'- REVISIONS: 6X6 POSTS■= DRAWING NUMBER OU • ROOF FRAMING PLANS1 t i �. ����, ````��'�`\v� �\ 'C��No` Y LOT COVERAGE NOTES (FOR ZONING PURPOSES) EXISTING PROPOSED MAXIMUM ALiOWABLF - -� - BY STRUCTURES 5.1% 5.4% 20% BY STRUCTURES/ 7.9% 8.2% 40X CB/DRILLHOIF 287.18 CB/DRILLHOLE CB/DRILLHOL FOUND � OUND FOUND PAVING/PARKING ,� 100 - - S80'3955E 822'i: _ * 1 CB RILLF(OLE R p WETLAND=4.23 ACRES CB/DRIULHOLE J(�� FOUND AS IX/EST f -`� 1 11 ELEV,=16.80 H U p I `SOp04 NAwaa LOT 8' LLAN MEW 7.6E TOTAL.ACRES SBO'39;55"E 822'd: I l TJ' UPLAND=3.4f ACRES ' i F \ c I /' ENTRY 4' N79'.24' 10"W 843'f N64.1q;30 w 30 '• I1 F ` / EXISTING DETAIL 2.4 \ CARRIAGE HOUSE t6.J I -18.5 SCALE: 1"=10' SEE DETAILED PLAN BELOW (AS PROPOSED) i6.} 18.8 KEY: MAP 0OIL 18.6 SCALE: 1"=120' ICOBBLESTONE 16. 16.4 APRON "A LAWN 16.7 17.0 EXISTING 4'OUTLEi PIPE 1 �`•?� (APPROXIMATE ONLY) t'� �6.6 \ F \ 4'SEPRC PIPE TO BE D£RlF7ED 11/ \ 16.8 PR/OR TO CONSTRUCTION /F -\ •s s \ i� • E \ 0�\0y� DIFFERENT,-CONTACT ENGINEER 7� + /MMEDIA7ELY '1 ,p F 1 )' E �i^\ Z EXISTING `�.`� t,. . OCE 9F G SEPTIC TANK �� �dNj2, \ OF CL 4 > > F E N 7.2 > <\(,y�•Q, -11 ` \ E RWQ 17.5� \ �T\Y�J 6.8 QoO,,��,,.0 16.6 1 f)3 20 �0�3` 18.3 LAWN A* ) ELECTRIC v a METER t7 � E E 1 J Quo �c- �` ��� i�- ��a?o• r � & t L{0! f Q E E• \ ! /I firs \ \: ' ELECTRIC •.LINv.etfis •7T �` 1I� i \� \ y PROPOSED. O OQ\ / (AS PROPOSED) 17.2 ` 2,500 GALLON ELECTRIC 1 W I \ SEPTIC TANK TRANSFORMER CNJ PI%OR ID COWSTRUCn01J. _ _ 23•_ ,es tl �L MP CHAMBER SEFHCE hm�t E I P ASSUMED 9-HO4E D-DO.< �\ 17 3 I NO SEPpC��eASN I 1,7 t� 7.5 1 >� y _ MAY REOUIREAU'PCRAO£ 1 \t8.6 R-16.27 E F ' 1 y 1 /( ' \ ti`�i`�, �1)FLOR01FFUSOR I RHODODENDRONS V., i /I CHAMBER W/4'OF t .` no STUN£ALL AROUND. �� 7.0 FI `r7 O I, 220E LF.PROPOSED 17.2 \ _ FORCE MAIN 19"PtM1"� / 18. �• 19. CUE$T� p 41• - APRON TONE IRRIGATION 1.1 ; TP/1 (SEE DETAIL) 9.4 \J9f S CONTROL 1.2 p,Z �•1,C �9 17.0 RHODODENDRONS ��LiJ� -:✓�..-..".+.. ��2� �`` �F ZZ �. )✓f I q F EI 1°1� � � - �^ 17.1 16.9 f� 7.0 �117.7 S ���` .8 - E W W n u 17.3 I O� 1&8 20.3 . L4vM °° E I _d 17.0 17.1 1 E`a LAWN � ` 20.4 Q'Fe LAWN 17.5 STONE - . RETAINING WALL 1111 .4 1 274. .(TYPICAL) 161 6.5 �I W s 1e.4 I 1z ,6 8.8 \Q LAWN 'T zD- F F I _ ._w &6 APPROXIMATE LOCATION OF F, F ; O�� \����yLLL� raj \ 2.' '"2 A I EXISTING WATER SERVICE 17.0 .e (AS PROPOSED) / �$O\ LAWN f _ I 1 if f I • NOTE F F '���// ?py\yf \ \ _ --ta � - �=' ' LAWN ..�W\ sr�f a EDGE OF WETLAND COMPILED E \ $FROM A PLAN PREPARED BY - - ` I BAXTER, NYE & HOLMGREN, INC. F E 5.4 ns ��-1 � DATED: JULY 28, 2004. F E 1 J \ 174 WATER SERVICE NOTE: W E \ 1 \ E cE a c FARING %0\ , ''� I .8 CONTRAC704 SHALL VERIFY 7HE LOCA AOv \ _ F 0 - 4 I ( 71/EEX/SRNG/YAIER SERVICE. EX/S7ING NOTICE WATER-,,,RwCE 37/ALL BE SLEEV£0 Al �W- Unless and u,tn e h tbn theoriginal(red)stamp of the 1 r'0 �O I If L/E5.10'O4 l.Y OSf77 IO ANY SEPAC responsible Professional Engine— Professional Lord Surveyor -16.2 I _ sY57EM PIPE O4 COUPGWENI. apPsors on this plan:_ pubu.offs tI° ay rely uPah sine n of 9 t y cont i°e h in:and E \ \ b \ 1 (8)this plan remand the Property of Holmes&McGrath,Inc. LOT 8 7-17-171 ADD CHAMBER S.A.S..LAYOUT .LAC K{y4, E N79-24' 10"W 843'dc'.: -jr- UPLAND=3.4f ACRES DATE DESCRIPTION jDrawr4Checked R E V I S I O N S 1 PLAN NOTES GRAPHIC SCALE N64.f4,ap"W 30? OF PROPOSED GUESPREPDARED FORSEPTIC CONNECTION 47 HARBOR HOMES T. BUILDING NUMBER:122 20 10 O 20 60 FOR LOT 8, #122 PINOUICKSET COVE ROAD IN 2. ASSESSOR'S NUMBER:MAP 005. BLOCK 068 LOT 008 i COTUIT BARNSTABLE, MA 1 3. ZONING DISTRICT: RF IN 4. FLOOD HAZARD ZONES: VE (EL.14), AE (EL11), X (500 YR.) & X L I cn-20r tt. A -e 5. BENCHMARK: AS SHOWN 4 SCALE 1"=20' DATE:,IULY 12, 2017 ql'-' 6. TOPOGRAPHIC INFORMATION BASED ON AN i � s ON THE GROUND INSTRUMENT SURVEY 3 xO+An+ holmes and mcgrath'inc. FI/ 7. ELEVATIONS SHOWN ARE BASED ON THE NORTH "a dvlengineesandlandsury 6M AMERICAN VERTICAL DATUM OF 1988- (NAVD88) zoswocestercourt Witea4-falrnouth,ma.02540 _ 8. REFERENCE: LAND COURT PLAN 34636-B /1T� sDR 548-3564-.hol--afmcgn th.com 9. WIND EXPOSURE CATEGORY: C DRAWN: PJR,LAC CHECK , 10. OVERLAY DISTRICT: RESOURCE PROTECTION JOB No: 217194 DWG.NO.:88-7-RA -ir1 OF 2 i PUMP CONTROL PANQ LOCATION TO BE DETERMINED/N FIELD Sal IOG9 DATE: 2-23-1983 RSO P#-P-10,759 2-REMOVABLE COVERS WrHWRARE. 25 SOIL EVALUATOR: STEPHEN A. WILSON. P.E. xn-. 6'OF HOLRNIES IN l GRADE BOARD OF HEALTH AGENT: DAVE STANTON g ACCESS HOLES/N TANK TO ACCESS COVER SHALL BE A MINIMUM � , +i BE 24'/N D/AME7ER. OF JO'TO ALLOW REMOVAL OF PUMPS - TEST PIT t TEST PIT 2 it FOR SLR LICE CO V£R SHALL SE SET AT G.S.E.=18.St Fleet Floor 10'min. distance-_ nN/SH GRADE _D 2t0 FORCE MAIN FROM PROPOSED O O O- - 0 �. EXIS77NG 4'PVC SEP77C P/P£ : 2,500 SEP77C TANK/PUMP 20 3" 3" CONANUES TO CARRIAGE HOUSE CHAMBER(GUEST HOUSE) AP qp EXISTING GROUND SURFACE A YR 5/1 A 1R 5/1 45'BENO 11" SANDY LOAM it' SANDY LOAM 4'CRANIY ! f E 1%,QECIR/C CONDUIT B B Z SEANCE LlN£ p =F h 11 L.F. 4 PVC g II MANAIN FORCE MAIN 10 R 5/ YR 4 10 518 16.0 s=0.02 nBEow fRosr D£P7H 24_ SANDY LOAM 30' SANDY LOA 15 Cl C1Existing b Septic Tok M "Foundation '� 1 500�Gallon r.° 10 YR 7/8 10-YR 5/8 Design 0 Sleptle Tank "Y CONNEC770N JJJ hold Existing Inrort 60' MEDIUM SAND 52" MEDIUM SAND 'o - B O- -� To be vented pnbr By Others u m (ON 70P S/D£) �. O to construction C2 C2 W INSTALL IHRUST BLOCK '^ i1( 10 YR 6/6 10 YR 7/T f0.0 F 220 If 1J¢'DISCHARGE LINE SEE OFIAIC It O S7RA77FIED MEDIUM SAND PRESSURE TEST PROPOSED 10 :72' SAND&GRAVEL 144" &GRAVEL ` -; - ••�. 1Jf'PVC FORCE MAIN FORCE MAIN L/NE TO 150 PS/ o - SLOPE COHI71VUOUSIY UPWARD 4 C3 6.'LA YER OF CRUSHED COMPACTED STONE �, 144 10 YR 7/2 MQ7/UM SAND NO WA TER 6.0 - ENCOUNTERED it': Proposed 2,500 Gall n - - ®Q=6.5Y& - Foundatim Septic Tonk/Pump Chamber 220' Existing 5 PERC dD 60' 1 - Septic Tank RA 7E- Q M/NfN. SEPTIC PROFILE--- GUEST HOUSE UNABLE 70 soAK �. SCALE: 1/4' 1' ADD nfWfflWRS Existing,4'e/de x 8'/any fLOND/fFUSORS , 4' 8 4 _ PROPOSED 11/i"PVC FORCE MAIN PROPOSED THRUST BLOCK AT ----,�---------.�-----------------------�,-- - 11men Brace stave and aa)aewlt to oyecem l FORCE MAIN/SEWER CONNECTION I soon Nw away at a min.or 2sL 1 C.F. MIN. CEMENT CONCRETE 310 CMR 15.221(6)(c) : 4•.aaal.wet Iron w - 'RMh ems-of Bawwd rode � FINISHED GRADE OVER.LEACHING TRENCH = 16.5t SAW"40 in PVC an*.(t*t oft). DESIGN CRITERIA 20'm distce - I I ( �to ed�of ohs mow") 4'SCH 40 SEWER PIPE aem,DoakNl Ram le - Number of bedrooms 6 :Equivalent to 110 gal.'s/day Garbage disposal unit: NO TRENCH EXCAVATION WALL 12' Leaching area - capacity required: 660 gal.'s/day THRUST BLOCK SHALL Side area..proposed: 272 sq. ft. - 4, Elev.--tzs >r�LaFN�mPnvc 4'_ 4'.. Bottom area proposed:672 sq. ft. ALSO BE INSTALLED SAT in Total area proposed: 944 sq. ft. ALL BEDS AND SWEEPS. or;r to 1r ± Eldetmg woaned store - Proposed teaching capacity. 699 gal.'s/day dou5le.am,ea All Around ernolnFlowdiHuson EXISTING-D-1101 ReipieD1a � qg Water supply. THRUST BLOCK DETAIL btane all arcane ; 5'MITI To Remoln soar within 6•of c 1. or/7ta,of to washed'tope Precast a ncrete units: H-10 & H-20 loading design Y Aowdifflear % - To RELIAIN level) fidehed Brads j NOT TO SCALE - 1 NoGraundwaterabiw,wd CROSS SECTION-DETAIL 1 o e EXISTING SEPTIC DESIGN CRITERIA O 6.S't SCALE: 1/4" - V Hold Existir Invert Elev.=12.6 - Inv ele. 9 (As proposed and depicted on plans by Baxter, Nye&Holmgren, inc I I dated 07128104 and lost revised on 02106106 (As Proposed)_ *_ 4 ft.of 3/4"to.1 1/2'double I l FLOATS SHALL BE HUNG To be rorl6ed to l c 5•Min t 'washed stone all_around flowdiffusor Total daily flow Is based on bedrooms, no garbage disposal �J FROM STAINLESS STEEL construction/>dHerent total doily flow= 110 g d/bedroom X bedrooms=550 gpd 12'-0 cantact eng/n� - bottom urea ro osed f12'x 4o =576 s.f. b ------- BARS MOUNTED.WITHIN krimediot ii, _ P P y ) ------ I I - -------I 18'OF THE HATCH. No aa,nawate.Observed side area proposed(12 + 48)x 2 X 1=240 s.f. 2-24" Diameter -4"BAFFLE - o 6.5$ total leaching area proposed=816 s.f R CtEANW1 AND Access Is. SLIDE RAILS SHALL BE application rate= 0.74 gpd/s.t. INSPEcnoN COVER T Zabel Filter - AVAILABLE FOR usE. SEPTIC PROFILE S.A.S. capacity 816 sf x 0.74 / - gP I \ 9 P 9 capacity= 604 9p d>550 gp d ---- -- I I `--------------' r 1 iD OUTLET SCALL 1f4•-1, design leaching ca ocit - 1 INLET J J C0� 2 PUMPS REQUIRED, MUST ALTERNATE - D• � PUMPS SHALL BE CAPABLE OF PUMPING L >r 15 GPM AGAINST 10'-0F TD - 30"DIAM. PUMP CONTRACTOR SHALL SUPPLY ENGINEER PUMP CALCULATIONS ACCESS COVER WITH PUMP CURVE AND SPECS. PRIOR INSTALLATION FOR APPROVAL. DESIGN FLOW TCW3T 0 L-iQ Ep O STEEL REINFORCED PRECAST CONCRETE" 110�I GPD - DOSE VOLUME: 310 CMR 15:254 1 d ?? PROPOSED 1JF"PVC f�7LE PLAN VIEW =2 DOSES PER DAY= 110 GPD 2 DOSES A DAY) 55 .GALLONS �` MAIN 220t C.F. CONDNUOUS 4'-0' 9' ALARM LIGHT <,,. FROM PROPOSED 2,500 SEPn1 KNOCKOUTS FOR / UMP CHAMBER (30)2".x 5• BED INSTALLATION CONTROL PANEL HATCH COVER FINISH GRADE PUMP RAZE: TANK P TYPICAL FLOWDIFFUSOR® OPENINGS INSTALL IN READILY WATERPROOF FORM ACCESS COVER OVER PUMPS. ACCESS COVER I MAKE HATCH WATERTIGHT AND DESIRED PUMP DISCHARGE RATE,Q= 15 GPM - - - ACCESSIBLE LOCATION . SCALE: 1/4" - V -HOUR METERS REQUIRED TOTAL DYNAMIC HEAD: I _SHALL BE LARGE ENOUGH TO ALLOW REMOVAL OF THE FOR BOTH PUMPS STATIC HEAD: - -PUMPS FOR SERVICING AND CAPABLE OF WITHSTANDING - H-20 WHEEL LOADS. .- 'ALARM SHALL BE WIRED PROPOSED D-BOX INVERT ELEVATION,L Inv= 1500 AS PROPOSED TO SEPERATE CIRCUIT. m Cow Shall Be Set To Within PROPOSED PUMP CHAMBER BOTTOM'ELEVATION,C bot= 10.75 PROPOSED 2,500 GALLON Q udeee and vnm a cn'NOTICE origin.[(Tad)'tam fens "EVENT COUNTER REQUIRED STATIC HEAD,Hs= L Inv-C bot = 3 25• FT SEP77C TANK/PUMP CHAMBER responsible Profo land Engineer,or Professlond Land Surveyor 6'a,finish Geode OY.EYEC7R/CAL CONOU/T appears on thl plantv a FOR BOTH PUMPS PRECAST CONCRETE fRICnON LOSSES - ( (A)nap p 000s,mcwaing any mvdaval my CoversRemov bl NG ' TANK RISER. MINOR LOSSES(FlT INGS)EQUIVALENT PIPE LENGTH: r publlc oT.W y rely up the Infmmatlon contaleed n-I;and Covers y-� (e)thle plan r-.he the pro perty or Holmes h M Grath.inc. (TYP) .1 •.,,'elithe 1 SCH 40 PVC FORCE MAIN l SEINER PIPE. -.. 7-17-17 - ADD CROSS SECTION&SEPTIC PROFILE LAC „ pfi 'J6" INV.= 76.00 .. •'..r.•, TEE 1 - 9 9- FT INLET 9' femwtaaad e N NLET'r, CHECK VALVf 1- - 11 = 11 FT Il L.F. S=2a DATE DESCRIPTION - raw heck'GATE VALVE ELBOW 4 4.4 17.6. FT, .a E le9el +Ib;Ic w BLEEDER quid GATE VALVE 1 :0.95 - 0 95 FT J LLLIII PROPOSED PUMP ALARM AND R_E V I S 1 0 N S ` In CHECK VALVE level p-0" SWEEP 4 2.85 11.4. FT. CONTROL PANEL TO BE INSTALLED t` ro ugua my 1¢. START LAG AND ALARM ` 5'-0' min EQUIVALENT LENGTH FROM 11 N(S,Lf= 4995 FT /N A READ/LY ACCESSIBLE LOCA77ON CONSTRUCTION DETAILS 4^ 1500 6N. srAs - 12.75 - ` Liquid depth DELIVERY PIPE(FORCE MAIN)LENGTH L - 220- FT 70 DE DETERMINED ON 7HE GROUND. � OF PROPOSED GUEST HOUSE & SEPTIC CONNECTION i /�xrsAOTop ro uSrAu START LEAD- 12.25 TOTAL EQUIVALENT LENGTH it PIPE,Lt-L+Lf= 269.95 FT: PREPARED FOR LABEL FILTER YfXIEL vlwa AlBcO R anEr BE O1e1$ _ iRICTION 100 FT OF PIPE,Rf=1.11 F7 100-. ' ALL PUMPS OFF= 11.75 SEPTIC TANK FRICTION TOTAL HEAD LOSS Hf= Lt x Rf 100 = 3 00. FT HARBOR HOMES 6" ;; ,.., C BOTTOM OF PUMP :, .•,.,„• TOTAL DYNAMIC HEAD 6.00, FT. FOR LOT B. #122 PINOUICKSET COVE ROAD TI" CHAMBER= 10.75 PROPOSED COTUIT BARNSTABLEe IN MA 1. SLIDE AWAY COUPLING PUMP REQUIREMENTS: GUEST HOUSE 5'-10'. FLOW (GPM) 15 GPM IUM (FEET) 10 FT. SCALE:AS SHOWN DATE:JULY 12,-2017 CROSS-SFCTION END-SECTION PUMP RECOMENDATION: - SEPTIC PLAN DETAIL � y l .- MYERS MODEL WHIRS 1/2 up -APPROVED EGUAL('VERTICAL,DISCHARGE) SCALE: 1' 10' .>' holmes and Mcgrath,.Inc. - f =1�b TYPICAL 2.500 GALLON SEPTIC TANK & PUMP CHAMB R civil engineers ,�`, I NOT TO SCALE 205 Worcester Coun•suite ea.Falmouth,ma•02540 ' (H-20 LOADING) 508-546-3564 www.holmesandmcgrat;._m � . - ! DRAWN•NO:LAC - CHE(2(ED: j •'_. .d :- .IOB 217194 DWG.NO.:88-7-BA SHEET 2 OF 2 GENERAL NOTES: I _ • "' _ i. .,;_i �, , 0 OE A. 1. Before final Drawings and Specifications are issued for b'- -^-�!"•��'- - •- - ,t _ 0 construction,they shall be submitted to all governing building / 0 agencies to insure their compliance with all applicable local and I .. - _ \ 'O' .�.ff n 0 I._�t W Cc national codes. If code discrepancies in Drawings and/or '. _ -, Ij - " a a O- - Specifications appear,the Designer shall be notified of such - -'=- - '-'-- - -- -�---- - 1 } �" -N e - ` discrepancies in writing by Builder or building official,and - -_ allowed to alter Drawings and Specifications so as to comply • j ,-' '^ / FIXED d'-d0 - _ with governing codes before construction begins. 12 - L a) 2. Upon written receipt of approval from the governing official, ., - " -.-� : -I- `, EE . 11rr approved final Drawings and Specifications shall be submitted - - •j '.. ' / O U 'rd 0 to the Builder by the Designer. . - - - �- • - e v 3. If code discrepancies are discovered during the.construction -- - - - • 12 a - 14 process,Designer shall be notified and allowed ample time to remedy said discrepancies. - - - - ,• 14 y h __ / ! --._ .;.0 .0 - 4.All work performed shall comply with all applicable local,state and national building codes,ordinances and regulations,and all other authorities having jurisdiction. Following is partial - list of applicable codes in force: - I - i B.All contractors,subcontractors,suppliers,and fabricators,shall be ' .......... B. '' -' - - - - .. _ - - -. _ _ - responsible for the content of Drawings and Specifications and for 1 is the msupply and design of appropriate materials and work -• '" , ; I I ' r - ..performance. C.All manufactured articles,materials and equipment shall be applied, ° ° - •"'. , - _ - .Y -C4 installed,erected,used,cleaned and conditioned in strict J Z accordance with manufacturers recommendations ? {F- - D.All afieates are at the option of the Builder and shall beat the - Builders request,constructed in addition to or in lieu of the y IJ ',i Q typical construction,as indicated on Drawings. - - - - i lJJ W f9 I N r Z y E..ARCHITECTURE by SPB LLC is not responsible for any plan discrepancies. _ d F m EIFE] Builder&Homeowner to review plans before start of construction. -;-- "" _ - ' 00 `"'-' :-' - 1 __ -__ t_.:.- ___ _.L _ —_.__- ._.-__-- _ - O Z w - . ,. _ i L REFER TO 20091RC Q,�CIO O awl c ' &8TH EDITION MASSACHUSMS CODEELEVATION . W V, LO PROPOSED RIGHT ELEVATION x PROPF - PROPOSED FRONT .• .. • 110 MPH EXPOSURE"B"WIND ZONE: tLU , • p • w _ , i The Proposed Architectural Drawings are Designed/Engineered to be i Compliance with the Building Code-Referenced ANSI/AF&PA 2001 Wood Frame Construction Manual(WFCM)for 1&2 Family Dwellings. a b • a. x' ` e•k w. • f �_— is _ d r _ - .. „ • •. -�v 4,f1,^1�fpp",k- _ I.S:�'. Y ¢ a • _ , it • 12 - y • I u - 1 —I' I, �� -• r ,•I 1 - .. ^. r , 12 14 I .\ 4 4" W I, W T f Z O (1) i W Ef _ j: — Q — . ., , II U ifl _ f — , ., I t= W !' f;I ci N,O , a - _ r • SCALE 1/4"=1'-W • - DATE 7-7-17 PROPOSED LEFT ELEVATION PROPOSED REAR ELEVATION ° DRAWN BY JSM/SPB ' REVISIONS: • DRAWING NUMBER' - T-0' ..10'-0' r 7'-6° 0.0 U A CL FLOOD VENT — - ________ _�A"____________ _ C13 (� 0 C N725 -01 ' I C�l I L ' I _ -- --------- -- ;3 AT t :u LB H F n _ Ua0 i O •v CLG H7. - TANKLESS WATER - 71 N• - I I Q;y - ® HEATER UNDER ,.._ U L N I I is N `'-. - CABINET �/ N U WIX1a"VENTS TO BEI'-0°MAXIMUM , ;6, KITCHEN LY �. FROM GRADE I U Yn U F/6' w c� INTERIOR AND EXTERIOR - ¢ CONCRETE DUST COVER I I 2" I I 2 A Q' I Lv 1? m A ovLleza A ' e w, I I L10 � LIVINGLo F 3.6 AREA Uj w Z II o - o N o gam .i aD I , ' I I , I - A - Z j - -U— 6-1 I 4X8 a - - —�0 c. I I tp F PORCH Q' I LLI cr- Lu -------------- ., - p l N { I I I . I ------------------- t FOUNDATION PLAN FIRST FLOOR PLAN :. .... (2)#4 REBAR COW. - -, = ;p ... ♦. _ (3)117/8"LVLAIDGE - .. I • - " 2X10 CEILING JOISTS - 12 :- _ _ FLOOR BRACING 12 SHALL BE PROVIDED AT PANEL •• :r IN THE FIRST USS -' HURRICANE TIES H2 SA BLOCKING&CONNECTIONS S EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS (2)#4 REBAR CONT.," - .r`, - "\ 2X10 RAFTERS BE SPACED AT A MAXIMUM 4 FEETON CENTER.NAILING _ - - • I" - - REQUIREMENTS ARE:BLOCKING TO JOIST-2-8d FOR 1 4 1/2'CDX ROOF SHEATHING 54 HURRICANE TIES Fi25A '12T t t - COMMON NAILS AT EACH END. - - _ ;1 W HURRICANE TIES H2.5A Z _W (2)#5 REBAR CON7. .. 1X3 STRAPPING FLOOR SHEATHING FASTENING , 1 .. Topof Plate - _ 4 - , - -, � 16 O.C. ,. •. - - � V @ NAILING REQUIREMENTS ARE:3/4°T8G-0DX PLYWOOD OR EQUAL W/11T GYPSUM - NAILING TO BE 8d FOR COMMON NAILS WITH SPACING AT 6'EDGE/12°FELD: z O N I;ILu U 20° Op of Plate WALL _. - w j, Q ' > - LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 10'-0" (3)2X8 ° NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 20'-0' - �, W - P.T.BEAM _ - WALL SPACING TO BE 2X4 @ 16°O.C. w W I' (n . TYPICAL' FOUNDATION WALL • - - WALL AT GARAGE DOORS TO 2X6 @ 16°O.C. � SCALE:1/2"=l'-0 LIVINGEXTER ° - OR WALLS PORCH .AREA - WOOD ISTUDS STUDS: BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9,'-9' - F- oI W ` DBLE.TOP PLATE) NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-9- - Cq @616°O.0 WALL(W/1/2.2P WALL - " EXT.SHEATHING APPLIED VERTICALLY. DOORS TO 2X6D.C. 0 6.O.C. � '{ EL WALL SPACING TO z WALL AT GARAGE @ ° - - STUDS IN GABLE END WALLS:ADJACENT TO CATHEDRAL CEILINGS �' W b ` * ............. - 1/2'GYPSUM W/R 21 MIN.INSULATION. - . (� :,� N O - _________,__ 8"CONCRETE WALL W/MIN. - _- 4'-0'BELOW GRADE W/2dX10' L_l" _ _ 'C SHALL BE CONTINUOUS FROM THE CEILING D MINIMUM M OR TO THE ROOF DIAPHRAM. .) _ - N CONT.CONC.FOOTING To_p of Subfloor Tnp of Sub600t DOUBLE TOP PLATE:SPLICE LENGTH=aFT.MINIMUM WITH 14-16d COMMON •______'____ , - 2X10 FLOOR JOISTS NAILS EACH SIDE OF SPLICE. , Top of Foundation. 2X8 P T - _ _ - _ __ _. Top of F_oundati_on_ - WALL OPENINGS:HEADERS TO BE 2X8 WITH 3-FULL HEIGHT STUDS(UNLESS NOTED). 'gOgLE 1/q•=p-p° EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1/2'NAILED 4.O.C.EDGES/12°O.C. 12°CONCRETE FILLED IN FIELD.SHEATHING(FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. DATE 7-7-17 , SONOTUBE V.D'BELOW - - • '; = GRADE ON 28'� - - ROOFS DRAWN BY JSM/SPB .. BIGFOOT FOOTING. v v ROOF OVERHANGS TO BE V'W OR LESS. SIMPSON ABU66 W/ - HURRICANE TIES TO BE SIMPSON H2.SA. REVISIONS: _ -- 5/8"ANCHOR BOLT- - RIDGE STRAP CONNECTION TO BESIMPSON LSTA15 + ' @ EACH SONOTUBE. _ _Top of Footi� Top of Footln�. 1/2'CDX PLYWOOD FASTENED WITH 8d COMMON NAILS @ 6-EDGE-121 FIELD. -- -- GABLE END WALL RAKE W/LOOKOUT BLOCKS TO BE 8d OMMOM NAILS ANCHOR BOLTS TO BE 5/8'AT 38•MAX.SPACING.. - - @ 4•EDGE-4'FIELD. - DRAWING NUMBER - BOLT EMBEDMENT TO BE 7•MINIMUM. SECTION - BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES @ 4'-0'O-C.. WASHERS TO BE 3'X3'Xi/4°THICK A - '" BOLTS TO BE 6'-12'FROM END OF PLATES - - A2 -iiFORTE' 1 11 ' FORTE' . z0FORTE" ps 2P= e axw. �V 20E NIonGMt®LVL - wcnetn:p9.ar _ - I piz¢(z)19/.'z 111/0.20E MbnlNm®WL O 0 - . U .Md ��E11*•'�#e � - � ��_a�'4 ',')',: �.`_ �- C - e , a /6 t , ! , 3Ld a,th`."..z;+aR;. x , Y ,, 3 .,5•:.»w:,rEi.Corsd..,.x+'Av-' .c •. - r p) 41 ' � ,us �._.:-11r wY_mml w • - — �u—✓win .w..w,.o _L^,d)�_r— �.�.W� /at L f0 m 'to CIOL ca A F Iwmwili�w Y3/3-^a�S'e955.9kw. '.?'kxi`+S �G"a. ',+•.h . • mmrn mmw�rpmryv4w"9'isn,rsannmoupuw....maswti y :•bsw:.trwn.rrmarmmrxr,aarwwrwrew,°ur«am erersm J z • — ' — Q k j cc co 5 - -- - - -"- F O) x — 1�� Nr ». nae '. r.mmn i V n LU , UJI il. tea. CC LU • _ r ii I F O R T E' 'emNa9.S.o9 .w a s more. nnssEo t :Obm(•117N•:111/r ME N1n0-4 WL - x- El Pm t • "' o.e.esme:a aim+rsv.• '" .- - � , w I, r § -.-ter^' =4 s�; ;� „• , 1 �. y .; S.S•Dn':::F°i+. a. a .. W I � -W MEOW _ •_ .. LLILLJ w '� (� I w W i L.I cn W • cl) . _ SCALE 1I/4-1'-0°I1 V , DATE 7-7-17 - • .,ro.m....w,m. • DRAWN BY JSM/SPB .. .. ' REVISIONS: .. - - - DRAWING NUMBER ` OPTIONAL - _ - -- __a-- -------- TWO ROWS OF Se NAILS@ 4'O.C. ____-__ STAGGERED.1 ROW IN EACH PLATE .. E E BE NAILS @ 4'O.C. 6e NAILS O 1r O.C. - V.U . ALONG PANEL EDGE IN FIELD OF PANEL .0 D) CL — �II— TWO ROWS OF BeNAILS(d4'O.C. I y C (o�4'O.C. STAGGERED,ROWS 1/Y APART - - O1. U U U •N � a) . II II II II II II I. l� ` E � t � 3 0 s CL w 3 II II II II — a ..._. V ni as . y I I I I 4•-0, I I I I I I 'a Q _ I T IL�Y1. . - BLOCKING` EL WID II II IV II II II 3 - I .(n a n. 'O 'I BLOCKINGI S/B'ANCHOR BOLTS 8 - U _ O „1 ed NAILS SILL PU1TE_ — —= SAr ANCHOR GALL.STEEL.: - - W 7 p 4'O.C. PLATE WASHER(MIN.SIZE) Q T -I Z ;:I - o� 01 w O.C. Y I _l 1- a IL Z FOUNDATION- In x m. OL N W N Q '� i O 0Z? Q N ------ OPTIONAL j. , I - x U In . ONE-STORY WSP DETAIL FOR TWO ROWS OFSdNAILS9VD.C. N Q�i Z a -SINGLE 0 0 0 0 STAGGERED IN DOUBLE SILL PLATE - 6X6 P.T.POST :_________________, I H O { SILL PLATE - COMBINED UPLIFT SL SHEAR DOPATE 1ROW IN EACH MEMBER Z¢(� (� C , Lu CL , ___: W Cq ' FLOOR FRAMING PLAN LVL HIP _ ____________ ________ _ _ . 0 o (2)9 1/4-LVL BEAM EN THIS FJ)GE RESTS ON FRAMING USE BE NABS r r a r FRAMING MEMB '��� - _ _ _ 2 1 1/4' LVL is ' - EDGE INTERMEDIA r —— — - —— — LVL VALLEY •�'... r r rT R 9/8v U U .: r r nW MIN I„ . STAGGERED NAIL PATTERN E - 1 I ° I 11 ~ 1 I T - PANELEDG PANELZ 1 /W� W DOUBLE NAIL EDGE SPACING DETAIL < m `/ - .. - _________ - h Z O - .. W a (2)11 1/4'LVL RIDGE W Vertical and Horizontal Nailing w U � F— U for Panel Attachment W u s W w � o cc l; Y I a I I I I m I I (3)2X8 P.T.BEAM - I. LVL VAL/� H W �. '6X6 P.T.POST N w �DOUBLE EDG ---- NAILSPACING 4 r PANEL d. = El N O .. , , rr rr .; r r r , See Detail on Next Page - '(2)111/4' ______________ SCALE 114'=1'-W LVL HIP DATE 7-7-17 " Vertical and Horizontal Nailing DRAWN BY JSM/SPB for Panel Attachment __________ __________.. REVISIONS: . _ ■=6X6 POSTS - T p DRAWING NUMBER ROOF FRAMING PLAN LOT COVERAGE NOTES (FOR ZONING PURPOSES) EXISTING PROPOSED MAXIMUM ALOWABLEBY STRUCTURES 5.1% 5.4% 20% ' BY STRUCTURES 7.9% 8.2X 40% CB/DRILLHOLE CB/DRILLHOLE CB/DRILLHOLE PSTRUC STRUCTURES/ ,� 700BENCHMARK _ S80'39_55"E 822't FOUND 207.18 OUND FOUND /75 e� SS I 1t, ` CB R /ILLHOLE 'a O E WETLAND=4.2t ACRES O �Jg. CB/DRILLHOLE 1 FOUND f FOUND 5 T 1 1HOUSE S 3 ELEV.-16.80 HOD 64'NAVD88 U c ..LOT 8 ( PLAN VIEW \ / 7.6t TOTAL ACRES SW'39'55"E 822'i l _ n 110 ENTRY _ UPLAND=3.4f ACRES I' o0 E \ - N79 24' 10"W 843't _ ad 1.3 30"g. laol / I EXISTING DETAIL 30247 16 3 E ` \ CARRIAGE HOUSE INV.=16 5 \ SO �sEE DETAILED PLAN BELOW /E1 (AS PROPOSED) ,6., ,6.6 KEY MAP 16.6 SCALE: 1"=120' E P ACOBSLESTONE EXISTING 4"OUTLET PIPE r 16. t6.a APRON LAWN 16.7 17.0 F \ � F (APPROXIMATE ONLY) ✓/ 4"SEPRC PIPE TO BE VER/FMID I," 'e`6 16.6 F �\ 1� PR/OR TO CONSTRUCTION. IF 1' E ? oy LUfFEREN7; CONTACT ENGINEER 7�; f G �\.1 �\F /MMED/A TELY 7 1 y6.5 �r E \+ Cs EXISTING .Q� \ F0 �' �S G. SEPTIC TANK�` `�j,\4�d 'r/F. E OF CLE E F N \ 7.2 ) av r9'4r \ gRG 17.5 16.6 16.8 1 ) Z 9L16.3 J iS ELECTRIC E Z O ) \ Cr SO9 r`�`\E,y ' LAWN >] \ METER b �T Do E 1s.3 �� �4` � 6. ELECTRIC .� E \� SERVICE o Q b 1n PROPOSED c`Y y NV.e16.5 \\ E 2,500 GALLON E \ 1 (AS PROPOSED) 17.2 I _ \\ .1 S£PRC TAN TRANS OR EIRJ'OJ �: E E ` D-BOX rO BE VER/FIED PUMP CHAMBERSER ASSUMED TO CONSTRUCTION. _ F-wo 25'_ 1 \\\VVV•bbb� ASST/MED 9-HOLE D-00X _;`:.::�`17.3 I NO SEPAC��BASNN I IB 7 ' 7.5 MAY REOU/RE UPGRADE �:���„ 1 \15.5 R-16.27 fZOWDIFFUSOR RHODODENDRON$ 'y1 'W,,7 I 4'OF / vi CHAMBER ALLWAROUND /� 7.D i } ��., •t& �o .19.0/ ?o "'/' ("'�/LT \ i / 2201 L.F.PROPOSED _Z , ! SS 1 8 O z � PROPOSED� FORCE MAIN 1 "PVC. 14 t9. 4 o F F F �1 O 1 �AR9c (VAC I APRON CONTROL \__ IRRRIGA I1 ON 7.1 TP/1 (SEE DETAIL 9.4 \3y f S 17.0 RHODODENDRONS cJi�-�./� E gm r^ ql q J qQ F P 17.1 6.9 7.0 J �` 1118 �� 20.3 7.0 LAWN � 17.0 17.1 CiJ 1 Q� t� LAWN ` ` 20.4 E. E �. , .� � 'C GN LAWN � E \ Q STONE \W .2 ' 1 RETAINING WALL ,4 I � ?74'--� E k- \ - (TYPICAL) 16.7 I a\ 8 1' 6.5 -W 5 ..I .E \\ p 1e.4 1 1s.e _ 17 .6 - 1 .. F ` i'c� 'O• \ 0 4j n. \ LAWN 20- I 8.8 APPROXIMATE LOCATION OF \\` nX, �o�y �w` EXISTING WATER SERVICE .nl�C`jp " 17.0 .6 1 (AS PROPOSED) _ F oca LAWN EDGE OF WETLAND COMPIIL D E -16 FROM A PLAN PREPARED BY - \-, BAXTER, NYE & HOLMGREN, INC. E E \ ` J - \ e.a 17.5 I m\ \W E �� \ 1 'Ta 18.1 DATED: JULY 28, 2004. 6 WATER SERVICE NOTE: F F \ 1 \ EDGE OF CLEARING \ C1)AT ZA75 NOW VER/Fr 7NE LOCAnQV OF lflE EXFSANC IYAIFR.SERVCE. EX/SANG. .. NOTICE F F WA7ER SERNCE SHALL RZ SLEEI£D Al `w_ Unlessd until such!line as the original(red)stamp or the o ''o \ 1 I /ruEs TD av czosElP TIJ ANr sEPnc y+yF 16.2 I rcapons�bt Plot t land Enganear,ar Prof eealonal Lana surveyor F. SYSIEM P/PE[b4 CGdf/P[AVENT. appears on this plan (A) s. son per a .hif ng y municipal liner E E `1 \ \ I public a)officials.may rely upon tine Inb tcontained& h and F ` Cb 1 (8)thisplan remains the props ty f Holmes @ McGrath,Inc. E \ _ J I LOT 8 7-17-171 ADD CHAMBER S.A.S.LAYOUT N79'24'10"W ea3't ) _ DATE DESCRIPTION Draw hecke UPLAND=3.4t ACRES REVISIONS \ / PLAN N64.'4 OF PROPOSED GUEST HOUSE & SEPTIC CONNECTION NOTES GRAPHIC SCALE 3p w�2 PREPARED FOR . 4,' HARBOR HOMES 1. BUILDING NUMBER:122 20 l0 0 20 60 FOR LOT B. #122 PINQUICKSET COVE ROAD 2. ASSESSOR'S NUMBER:MAP 005, BLOCK 068 LOT 008 IN ' COTUIT BARNSTABLE, MA 3. ZONING DISTRICT: RIF (IN>Ur) 4. FLOOD HAZARD ZONES: VE (EL14), AE (EL11), X (500 YR.) & X 2 inch. e0 tL 5. BENCHMARK: AS SHOWN ;* 'd•rr, SCALE:1"=20' DATE:JULY 12, 2017 /�inatAFt\ 5 6. TOPOGRAPHIC INFORMATION BASED ON SURVEY AN �= i ON THE GROUND INSTRUMENT SURVEY holmes and mcgrath, Inc.iv n�� l V cavil engineers end lend surveyors 6 7. ELEVATIONS SHOWN ARE BASED ON THE NORTH � '"' •� � c AMERICAN VERTICAL DATUM OF 1988. (NAVD88) 2o5Worcester-t-suite a4•telmouth,me•oz5ao B. REFERENCE: LAND COURT PLAN 34636-8 //T(T 508-548-3564 www.holmesendinWrath.com 9. NAND EXPOSURE CATEGORY: C f DRAWN: PJR,LAC CHECK tO..OVERLAY DISTRICT: RESOURCE PROTECTION JOB NO: 21719a 1 DWG.NO.:68-7-BA SHEET 1 OF 2 PUMP CONTROL PANEL 3 LOCA 77ON TO Be DETERMINED/N FTECD SOII I,Onr z DATE: 2-23-1983 - 25 0 ?-REMOVABLE COVENS BITN/N P#=P-10,759 25 SOIL EVALUATOR: STEPHEN A. WILSON, P.E. 6'OF F7NlSIN GRADE BOARD OF HEALTH AGENT: DAVE STANTON ACCESS HOLES/N TANK 70 ACCESS COVER SHALL B£A M/N/MUM BE 24 OF JO'TO ALLOW REMOVAL OF PUMPS TEST PIT 1"/N D/AMETEK. FOR SERVCE COVER SHALL BE SET AT TEST PIT 2 G.S.E.=18.Sd:. p 21.0 � 10 min. distance --� F/N/SH GRADE. FORCE MAIN FROM PROPOSED 0 0 O 0 20.0 - `+ EXIS77NG 4'PVC SEPRC PIPE 2,500.SEPTIC TANK/PUMP 20 J' J. CONTINUES lO CARRIAGE HOUSE CHAMBER(CUEST HOUSE) p Ap. EXISTING GROUND SURFACE A A YR S/1 A YR'S/1 4'ORA NTY ? 1)¢"ELECTRIC CONEDU/T 45'BEND LO Z SERVICE LINE 11' -SSANDY AM 11' SANDY LOAM 11 L.F. 4 PVC �I MAINTAIN FORCE MAIN _ 16.0 N 5=001 i BELOW FROST DEPTY - 29' SANDY LOAM JO' SANDY LOAM b "all Cy C1 *Foundation 518 ; g 1500 Gallon rO - Hold Existing invert 60' MEDIUM SAND 52" MEDIUM SAND g o U Steptic Tank s Y COWNEC710N o To be verified prior By Others J, INSTALL 7H sr �i TOP SiDE) to construction 10 M 6/6 70 YR 7/J I00 s 220 4f w 19"DISCHARGE LINE SEE DETAIL � 10 71' SAND�GRAVEL 149' &GRAVEL STN K&G MEDIUM SAND F � PRE55VRE TEST PROPOSED 0.• F SLOPE PVC FORCE MAIN FARCE MAIN LINE TO 150 PS/ y CJ SCOPE CONRNUOUSL Y UPWARD 6'LAYER CI CRUSHED 10 YR 7 I COMPACTED STONE" 144" /2 MEDIUM SAND NO WATER -- ENCOUNTERED 50 - /l• .Proposed 2,500 Go/%n. 5 ®EL=6.5f Foundation Septic rank/Pump Chamber 220' Existing. Septic rank- PERC dD 60' .. - RATE= t2 MIN/IN. . SEPTIC__PROFILE _ cl ES liG ICE UNABLE TO SOAK 56- - - SCALE:•.1/4" = 1' PRO-1251D FIOIVYFLt[Ws Erislin 4'ride z B'long ROND/FFUSORS 4' 8' - PROPOSED 1%'PVC FORCE MAIN PROPOSED_THRUST BLOCK AT 1�-- yip-----r-=- -- 4 Flnleh de above and ad FORCE MAIN SEWER CONNECTION 40 ----------- �If-- 9re poem to ayeiem l / - : ehon slave°.ay at a mm.of eft 1 C.F. MIN. CEMENT CONCRETE Remetla atom mrt - 1'dlan met Ins,or 310 CMR 15.221(6)(c) ems'6'of rNMbee We& FINISHED GRADE OVER LEACHING TRENCH = 16.5t _SshwM,'°Plc Pb°(Light"'ts) - - _ -DESIGN CRITERIA - 20'min.matanas _ - I (��ro slip of batlop even) 4'SCH 40 SEWER PIPE Garbaaeon��� Rarwwowae -Number of bedrooms 6 :Equivalent to 110 gal.'s/day N C3 0 0 0 12' Leaching area sal capacity required: 660 gaL's/day TRENCH EXCAVATION WALL - ,.� 1` ;r e . ..I p>•.. erz sw, _ 4,._ Side area„proposed: 272 sq. ft. THRUST LOCK SHALL .. Rev.-12s 34 LF.4'PVC <' Bottom area proposed:672 s ft. ALSO ALL BEDS AND SWEEPS. 4o / e-0.at min. Total area proposed: 944 sq. ft. AT m�'.to I}• +_' Edeting Waened stone Proposed leaching.Capacity' 699 901.'s/day double washed Nl Areund FlowdlNus4re Water supply.- THRUST BLOCK DETAIL atone all mound �. - 8'4bl To Remain EXISTING D BOX-1 r� 2-11. M.6%of g' 2'layer°/a'to}'ey.ned oleos to u - 8a� °°r '0 TO REMAIN 19Ve fnisnaa gadsreel » m mtm rabdc Precast concrete units: H-10 &H-20 loading design NOT TO SCALE N Groundwater obe�ea CROSS SECTION DETAIL - SCALE: 1/4" r e as EXISTING SEPTIC DESIGN CRITERIA Hold Existing Invert Elev.= Inv elev - I (As proposed and.depicted on plans-by Baxter, Nye&Holmgren, inc ( Proposed) 4 N.of 3/4•to 1 1/2'double dated0128104 and last revised on 02106106 As Pro osed _ FLOATS SHALL BE HUNG To be 7111,d c6 to - s•min wc�ed stone all around flO4dlftUsor Total daily flow Is based on 5 bedrooms, no garbage disposal FROM STAINLESS STEEL cor'sbv°t/o"//d//hrant �> a total doily flow= 110 gpd/bedroom X bedrooms= 550 gpd 12'-0" contact engineer - bottom area ro osed 12'z 48' =576 s.f b ----_-_-_- ---- 18" MOUNTED WITHIN /mmedatUy _ side area proposed 12'+ 48' x 2 X 2= 240 s.f. - I I E -- I 18'OF THE HATCH. 1 No dwnd.atr abee<•i.e P p ( ) --- 2-24" Diameter SLIDE RAILS SHALL BE applic0tloniroterea0.74 gpd/s.f. INSPECTION N011Ert ! Actress Holes 4'BAFFLE o ss'a a proposed- 816 s.f. Fl INSPEC IO AND Zdbel F11ter AVAILABLE FOR USE. SEPTIC PROFILE - gpd/sf=604 gpd I I S.A.S. capacity- 81c s/x 0.74 ---------------- --' � l � is OUTLET � ��I design teaching capacity= 604 gpd>550 gpd INLET - ACCESS - R'-I' J ` J COVER / � 2 PUMPS REQUIRED, MUST ALTERNATE PUMPS SHALL BE CAPABLE OF PUMPING 15 GPM AGAINST 10' OF TO 30'DAM. PUMP \ CONTRACTOR SHALL SUPPLY ENGINEER PUMP CALCULATIONS � O ACCESS COVER WITH PUMP CURVE AND SPECS. PRIOR TO INSTALLATION FOR APPROVAL. DESIGN FLOW - STEEL REINFORCED PRECAST CONCRETE - DOSE VOLUME(310 CMR 15.254 1 d - - ??o PROPOSED 19'PVC FORCE C3 C3 -r - Ep C= PLAN VIEW =2 DOSES PER DAY= 110 GPD/2 DOSES A DA - 55 GALLONS t MAIN 220t L:F. CVN77NUOUS-ALARM LIGHT l.,r. FTCIM PROPOSED 2,500 SEPRC XNoacouTs FOR - TANK/PUMP CHAMBER. (J0)2'x 5. BED INSTALLATION CONTROL PANEL HATCH COVER TO FINISH GRADE PUMP RATE ZYPICAL FLOWDIFFUSOR® OPENINGS MAKE HATCH WATERTIGHT AND DESIRED PUMP DISCHARGE RATE,Q=INSTALL IN READILY 15 GPM SCALE: 1/4'= 1' ACCESSIBLE LOCATION WATERPROOF FORM.ACCESS COVER OVER PUMPS. ACCESS COVER TOTAL DYNAMIC HEAD:SHALL BE LARGE ENOUGH TO ALLOW REMOVAL OF THE -HOUR METERS REQUIRED - PUMPS FOR SERVICING AND CAPABLE OF WITHSTANDING FOR BOTH PUMPS STATIC HEAD: - H-20 WHEEL LOADS. 'ALARM SHALL BE WIRED PROPOSED D-BOX INVERT ELEVATION,L Inv= 1500 AS PROPOSED f - TO SEPERATE CIRCUIT. PROPOSED 2,500 CALLONJ Cover Snell Be Set To W. PROPOSED PUMP CHAMBER BOTTOM ELEVATION,C bat= 10.75, V ram and unto such tlNme ate,the orynal(red) t r 6'Of Finish Grade. . *EVENT COUNTER REQUIRED STATIC HEAD,Ha=(L i0v C bot e 3 26 FT SEP77C TANK/PUMP CHAMBER O p slble Profaealonal Eb i )e amp o the q near.m Prole i I L nd Surveyor- . FOR BOTH PUMPS PRECAST CONCRETE FRICTION.LOSSES -ING 0 : 2'ELEC7R/CAL CONDUIT oP a on thisPl (AA)nd g y I ipal thin Removable T TANK RISER. MINOR LOSSES(FITTINGS)EQUIVALENT PIPE LENGTH: public ff'ddl y1do uP tnf tl1 vrnmatl ntahed he:em:and Covers No. EQ.LENGTH/HT11NG EQ.LENGTH (a)this pl me.theP.Party of Holmes&M Gr m Jnc.(TYP) .• lyj'SCH d0 PVC FORCE MAIN 4"PVC SCH-40 n, - - /wu/_. ,. .:.. B' INV. 16.00 •'�.r.. TEE 1 .9 9 FT ""V'-INLET e' hMd"sm " _ SEtf£R PIPE. 7-17-17 ADD CROSS SECTION&SEPTIC PROFILE LAC Y nih W ma9d a ��1NLET'T' T CHECK VALVE 1 11 - 11 FT 11 L.F. 5=2% ' GATE VALVE y'`.JI{ L1ou T ELBOW 4 a.4 = 176 FT DESCRIPTION raw h.&B • E livald m ; A BLEEDER LLiquid GATE VALVE 1 :0.95 095 FT g m _ - PROPOSED PUMP ALARM AND R E V I S I O N S _ CHECK VALVE r Liquid min.depth level T-0" DELIVERY PIPE(FORCE MAIN) ri NOTN.85= - 11 4 220 FT. CONTROL PANEL TO B£INSTALLED 1O 4" LI4uk eF R,ns START 5 G AND ALARM _ EQUIVALENT LENGTH FROM FITTINGS,Li= 4995' FT. /N A READ14Y ACCESS/BCE LOCA77ON CONSTRUCTION DETAILS FT TO BE°ETERMweo ON THE cR°uN°. OF PROPOSED GUEST HOUSE & SEPTIC CONNECTION QlIIUCTat TO eb1Au START LEAD= 12.25 TOTAL Eg11VAlENT LENGTH OF PIPE Lt=L+Lf- PREPARED FOR A18M IN OUTLET YODEL- � 269 95 FT. AIe00 N oultLi TEE p1"°'s FRICTION 100 FT aF PIPE,Rf=1.11 FT 100 FT. i ALL PUMPS OFF= 11.75 _ SEPTIC TANK _ FRICTION TOTAL HEAD LOSS Hf=(Lt.Rt 100 = 300 FT - HARBOR HOMES g= 7 BOTTOM OF PUMP FOR LOT 8, #122 PINQUICKSET COVE ROAD TOTAL DYNAMIC HEAD 6 25 FTGHAMBER= 10.75 PROPOSED CODUIT BARNSTABLE, MA SLIDE AWAY COUPLING ` IN PUMP REQUIREMENTS: GUEST HOUSE' 7 4 5'-10' FLOW (GPM) 15 GPM TDH (FEET) 10 FT j SCALE:AS SHOWN DATE:JULY 12, 2017 CROSS—SECTION END—SECTION ( SEPTIC PLAN DETAIL PUMP REMODEL Wi 5 1 holmes and mcgrath,inc. TYPICAL 2.500 GALLON SEPTIC TANK & PUMP CHAMBER MYERS MODEL waag t/2 HP.OR APPROVED EQUAL( vERnc I DISNARGE) SCALE: 1"= 10' l _! _ civil engineers and land surveyors .Xr NOT TO SCALE 206 worcester coul4 suite a4• (H-20 LOADING - :� n'Inroutn.ma•02540 =. ) ' 5a8-0548-3564 www.holmesandrncgrath.oarn DRAWN: LAC CHECKED: ;.-, '••t ,e - _ JOB NO: 217194 DWG.NO.:88-7-8A SHQT 2 OF 2 f o � GENERAL NOTES: IP v p A. 1. Before final Drawings and Specifications are issued for - - ) L-"L P r v construction,they shall be submitted to all governing building Jr�I �-tit. CL c agencies If insure their compliance with all applicable local and _ N � r-,c1J a a national codes. code discrepancies in Drawings and/or ���'i ]I 'II �I J"'� � a1 c Specifications appear,the Designer shall be notified of such — pt discrepancies in writing by Builder or building official,and �? viim ` allowed to alter Drawings and Specifications so as to comply �— FlXED « with governing codes before construction begins. y )I, /I-I 12 - U L ar 2. Upon written receipt of approval from the governing official, - t %?` I I--�, . ..11 v E approved final Drawings and Specifications shall be submitted �O \ 1--!! L to the Builder by the Designer. _ _12 14 �--- 3. If code discrepancies are discovered during the construction '\( J}la _ U71 . process,Designer.shall be notified and allowed ample time to �. ' \ i-"-1 c;p C CL remedy said discrepancies. 14 ] I—.J U ur chi 4. All work performed shall comply with all applicable local,state 'F1— _ 'LI I—�`- � ,LAY/ L and national building codes,ordinances and regulations,and all other authorities having jurisdiction. Following is a partial list of applicable codes in force: [_AJ_ B.Alf contractors,subcontractors,suppliers,and fabricators,shall be responsible for the content of Drawings and Specifications and for the supply and design of appropriate materials and workt- performance. C.All manufactured articles,materials and equipment shall be applied, installed,erected,used,cleaned and conditioned In stdc[ Z accordance with manufacturers recommendations. ~✓.'-�, '• '� Q _ D.All aftemates are at the option of the Builder and shall be at the 1-J�1�V)��� )� U Builder's request,constructed in addition to or in lieu of the �n —���)L,. ] _ W¢ � typical ECTU construction,by S a indicated on Drawings. - I�—,I, O a F N � E.ARCHITECTURE by SPB LLC is not responsible for any plan discrepancies. _ Builder&Homeowner to review plans before start of construction. _ _ U Z Q uy r Q ZREF W V &8TH EDITIONMASCHUSETTS CODE PROPOSED FRONT ELEVATION W Q PROPOSED RIGHT ELEVATION 9? z co(!) LU r, a. Lu 110 MPH EXPOSURE"B"WIND ZONE: The Proposed Architectural Drawings are Designed/Engineered to be i Compliance with the Building Code-Referenced ANSI/AF&PA 2001 Wood Frame Construction Manual(WFCM)for 1&2 Family Dwellings. �_ rr—n III V�, rJ� 11(JIC 12 11.5 12 I 14 —LI— J� W r � L z O W U W 0 F— ® W � W �. zLIL - W CQ 1— Np r U T I .. ... .. SCALE 1/4'=P-0° DATE 7-7-17 PROPOSED LEFT ELEVATION PROPOSED REAR ELEVATION DRAWN BY JSM/SPB REVISIONS: DRAWING NUMBER Al3 .17-6" .. - d) T-6° 10'-0' ?-6° 10'-(° 43 33" 5-W 54Y ^ O CLtl1 C FLOOD VENT `� �Cl CL -------------------- ---' N I t� V Ld ---------------------- �® BATH :v _ @� O CLG.HT, TANKLESS WATER ® t HEATER UNDER �_I U L O- I I is m I/ - / y W 8"X76°VENTS TO BE I'-0°MAXIMUM I w ._. � KITCHEN CABINET LY FROM GRADE S 3, U LINEN �f INTERIOR AND EXTERIOR < 1'6• 2'1°------------- �l 6 2"CONCRETE.DUST COVER Z. R A N Ad A _ _______ o; Y.Y, A W 1 A OVI-18-4 A J Z I LL' _ 5 S j�� LIVING T-W o AREA w w N . I I 1 z $ c ° v q d F _______�_ �_ _ _______________________________ _ _�_____. W ;� CD I .A moo _ 0 o,- a ,r. 4x8 F U) Le) U t0 PORCH a �• , LU Q N - LU 1•A D_ ___ _______ ' CC LU ------------ ---------------------- CN34 4-6° G-0° '_rw2-2° 23V° 341° 11 k 3-0: Ak �= FOUNDATION PLAN FIRST FLOOR PLAN (2)#4 REBAR CONT. .. .. ypafa _ (3)117/8°LVL RIDGE 2X/O CEILING JOISTS 6, 12 a FLOOR BRACING /f~y 12 BLOCKING&CONNECTIONS SHALL BE PROVIDED AT PANEL HURRICANE TIES H2.5A 14 '�/j EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS / I,•� IN THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL (2)#4 RE.CONi. jr�14 2X10 RAFTERS BE SPACED AT A MAXIMUM FEETON CENTER.NAILING - - REQUIREMENTS ARE:BLOCKING TO JOIST-2-8d FOR 12 / 2•CDX ROOF SHEATHING cn HURRICANE TIES H2.5A �� 1/ COMMON NAILS&AT EACH END. V t Top of Plate_ 14 1X3 STRAPPING Ci HURRICANE TIES H2.5A FLOOR SHEATHING FASTENING Z W W ° - i @ 16°O.C. `L� NAILING REQUIREMENTS ARE:3/4°T&G COX PLYWOOD OR EQUAL 4 V W/1/2'GYPSUM ��f NAILING TO BE 8d FOR COMMON NAILS WITH SPACING AT 6°EDGE/12°FIELD. (n Z O 21r . j" - _�� _Top of Plate - WALLS - W. W LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 10'-0" Q 0 (3)2X8 - NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 20'-0° W U) W- P.T.BEAM - = WALL SPACING TO BE 2X4 @ 16°O.C. c W (n TYPICAL FOUNDATION WALL WALL AT GARAGE DOORS TO 2X6 @ 16'O.C. C w Y SCALE:1/2'=1'-0' LIVING - O ; Y V Q ` PORCH AREA § EXTERIOR WALLS -_ (� C m WOOD STUDS:LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-9' -I- WC3L 2X8 WALL(DBLE.TOP PLATS NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF '-9° (/) Z WALL 9 F_ @ I O.C.W/1/Y 21P WALL WALL ATACING GARAGE DOORSTO BE6 O2X8 @ 16.0 C � EXT.SHEATHING APPLIED VERTICALLY. -' 1/2°GYPSUM W/R21 MIN.INSULATION. STUDS IN GABLE END WALLS.ADJACENT TO CATHEDRAL CEILINGS ♦♦1�� _________ g"CONCRETE WALL W/0*X V = N O 4'-0°BELOW GRADE W/20°X10° _ `•C' SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM OR TO THE ROOF DIAPHRAM. N CONT.CONC.FOOTING Top of SubBoor - Top of Subfloor, DOUBLE TOP PLATE:SPLICE LENGTH=4FT.MINIMUM WITH 14 16d COMMON T (� ' ' 2X70 FLOOR JOISTS 4 - NAILS EACH SIDE OF SPLICE. - - •----- -----• Top of Founda8on Top of Foundation WALL OPENINGS:HEADERS TO BE 2X8 WITH 3-FULL HEIGHT STUDS(UNLESS NOTED). SCALE 1/4°=1'-0' 2X8 P.T. EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1/21 NAILED 4°O.C.EDGES/12°O.C. 12"CONCRETE FILLED a IN FIELD.SHEATHING(FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. DATE 7-7-17 SONOTUBE 4'-0°BELOW 'Ile , _ GRADE ON 28°,6 ! § ROOFS DRAWN BY JSM/SPB BIGFOOT FOOTING. o v ROOF OVERHANGS TO BE 1'-0"OR LESS. SIMPSON ABU66 W/ HURRICANE TIES TO BE SIMPSON H2.5A. REVISIONS: 5/8"ANCHOR BOLT Top of Footlng Top of Footing RIDGE STRAP CONNECTION TO BE SIMPSON LSTA15 @ EACH SONOTUBE. - -- - 1/2'CDX PLYWOOD FASTENED WITH 8d COMMON NAILS @ 6-EDGE-12-FIELD. - GABLE END WALL RAKE W/LOOKOUT BLOCKS TO BE 8d COMMOM NAILS ANCHOR BOLTS TO BE 5/8°AT 38'MAX.SPACING. @ 4'EDGE-4•FIELD. DRAWING NUMBER BOLT EMBEDMENT TO BET MINIMUM. BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES @ 4'-0°O.C.. WASHERS TO BE 3"A3%1/4"THICK SECTION A BOLTS TO BE 6°-12'FROM END OF PLATES SA2 �-F O R:T E' i F O R T E' 2 pe . o2Isss�auboOm in iM.�oKis> 3/s:sxo/sn.ME on8 xn FORTE' E E1/ene MbWMM Ln O J7 H L^J'I a a 'L]C 42) w�.. ids.• •m,w.,o.o....<w s.ma.e..e.m.wd � m0e� •• .�c..amw....mua..m...n� � ` ` L N o.iw vim. ..... ... a•..e. ..�....o...a "^°' T�v. ���i •�.,o.w _ aw- :sp'°7-°®'��". I'a- �.a.. .V.I ` O +.���— �oev� ®,�'��mi i w%� nm a,e •.-,v�r w_= e.i _ i m..i LA f0 L ca i C) w Z N Lo p 0 0 J Q co C) — vm.�.a.ownero,.,.,a.o.s a•-m',.mow vwaas I.�.........,.a, , rm..ao Z CA p LI p cn C7 (L ¢� ck w 0 'i FORTE* om..m�onr mow.rme%ww.wae.. a�ssm 2 ebe(.)12/4'—1/6.2AE H=m®Ln 0 N�wT w I.a+mmnlN— cr i U a.~ .. w U °- _— 0 Q w W ? jL N o r U I I crossms DATE 7-7-17 DRAWN BY JSM/SPS REVISIONS: DRAWING NUMBER t „Y Y OPTIONAL a TWOROWSOF Bd NAILS O.C. STAGGERED,I ROW IN EACH PLATE E E Sd NAILS @ 4'.O.C. So NAILS @ 1 E'O.C. V CI . ALONG PANEL EDGE IN LD F FIE OF PANEL CI FL r (Y NAILS II II TWO ROWS OF Sd NAILS a w O.C. N C 4'O.C. STAGGERED,ROWS 1/2'APART 7 0 U U u II R II II II II II - - I Y II II II II N II II II II II II I V U E _ rl II 11 a II II ug W N L E II n n 11 u u € 3 v r 9 H N 9 � 0 O ccCL d u u �. II U U II n < � ! 1 04 _ II II II 4,-0• II II II �, m BLOCKING 1 r Q EL WID I I j II II II 11 II a 1 I It II II II II II 3 n n n n t U FU- 1I if I I I I I I BLOCKING 1 U) 5/8'ANCHOR BOLTS 8 1 0 -�+ Btl NAIIS SILL PLATE w——— _ 3'X3'X0.229'GALY.STEEL I (D Sa n @4'D.0 ———- PLATE WASHER(MIN.'SIZE) Q r u7 1 Z m @ 16'O.C. m ���.,}���,. -c J J �FOUNDAT:ION Ae�qv al'e' N a i a Z O f0 0 O SI�1 r ONE-STORY WSP DETAIL FOR °-a ° o° TWO OPTIO wsoFBaNaLs@4 O.C. N O N � N ?�Z � 00 NGLE Jr - DOPE E ILL STAGGERED IN DOUBLE SILL PLATE 6X6 P.T.POST. ,____f____ _______, 1 _ X O SILL PLATE COMBINED UPLIFT&SHEAR 1 ROW IN EACH MEMBER Lu Q Z O fn C7 D- '---------- w U, ` w o FLOOR FRAMING PLAN (2)11 1/4' - - 5 LVL HIP N =ENIS EDGE FEBTS oN (2)9 1/4'LVL BEAM " USE W NAILS M .(2)1 1/4' yyy FRAMING MEMBER V EDGE INTERMEDIA —— -— —-—— — LVL VALLEY__ k z _nn II II ---_ u U V .3'MIN�� II II II II __ T 11 it I 3•MIN II It - 11 N 11 (0 (� STAGGERED _i - NAIL PATTERN ' ' I I I I < I I ' V w PANEL EDO PANEL < n n _ U > ` ODUBLE NAIL EDGE SPACING DETAIL I I Z -- --- N Cl) L Detail w N H `-- J w _C o I I (2)11 1/4'LVL RIDGE W Q �_ Vertical and Horizontal Nailing M u u for Panel Attachment � I I I t s L w Lu � W 11 I I I I I (3)2X8 P.T.BEAM O Y Y _ II II II w II. II FQ II II z II (2)11 1/4' 0 = U j n LVL VALLEY r W n + N � Z F sL_.--- .. 6X6 P.T.POST LLJLL DOUBLE EDG w NAIL SPAGNG N O PANEL N - r U See Detail on Ne)d Page ______________ SCALE 1/4'=T-0' LVL HIP DATE 7-7-17 Vertical and Horizontal Nailing DRAWN BY JSM/SPB for Panel Attachment REVISIONS: ■=6X6 POSTS I I DRAWING NUMBER . I ROOF FRAMING PLAN II �ltzt'` AP 'ate - t.. GENERAL NOTES: - EO E ` A. 1. Before final Drawings and Specifications are issued for • - }• 0 17 construction,they shall be submitted to all governing building _ - _ rfl -0 U N agencies to insure their compliance with all applicable local and O � . ''II a. C national codes. If code discrepancies in Drawings and/or - D � 0 LJ Q Specifications appear,the Designer shall be notified of such e discrepancies in writing by Builder or building official,and DOD B —"' y .0 allowed to alter Drawings and Specifications so as to comply - FIXED X D - o with governing codes before construction begins: FIXED N 2. Upon written receipt of approval from the governing official, - 12 V approved final Drawings and Specifications shall be submitted to the Builder by the Designer. .� ' - 1D 14 - L 3. It code discrepancies are discovered during the construction - - h M 72 a c)o 3- process,Designer shall he notified and allowed ample time to m remedy said discrepancies. • 14 ( - U •� a •4. All work performed shall comply with all applicable local,state and national building codes,ordinances and regulations,and - 0. all other authorities having jurisdiction. Following is,a partial list of B. All contractors,subcontractors,suppliers,and fabricators,shall be D D � I responsible for the content of Drawings and Specifications and for `+ the supply and design of appropriate materials and work .. - performance. C. All manufactured articles,materials and equipment shall be applied,.' installed,erected,used,cleaned and conditioned in strict accordance with manufacturers recommendations. - " • - - Q Z ' r D. All alternatesare at the option of the Builder and shall be at the " I— '• ` x w. Builder's request,constructed In addition to or in lieu of the "; ',. - - - '- - _ pC In ° typical construction,as indicated on Drawings. - D f�bO DE]EI ._," cc Cr LO ',E. ARCHITECTURE by SPB LLC is not responsible for any plan discrepancies. - - .r4 d Z ALL,. Builder&Homeowner to reviewplans before start of construction. r - • cr)-~-1 • N 'e . - < _ O z C9 • Z - - REFER TO 2009 IRC u W Prt s. &8TH EDITION MASSACHUSETTS CODE r PROPOSED FRONT ELEVATION o Z_ s,.PROPOSED RIGHT ELEVATION- .. 110 MPH EXPOSURE"B"WIND ZONE: F t < W The Proposed Architectural Drawings are Designed/Engineered to be i - _ �� Q Compliance with the Building Code-Referenced ANSI/AF&PA 2001. rx' ' - , - _ ' Wood frame Construction Manual(WFCM)for 1&2 Family Dwellings. A Weyerhaeuser Q r + Y a r 1 O :Q LLJ j • • ° - fuly t7,let] _ " O. 1 .. • ybawni'elssOnetle . ' R , • ; _.z,. --n 1'memrebyske • _ - U 11Amlrea Rd. _ `S W' P e4 AIA U2559. '� � �'- a .a _ • ' - , .. cried Laltu _ke 5 launnv ' U cc e. -. .'r • .. Y- 1 '. p Hetrwl Call 4:a RR]de.— J Q° m • r. 1 21M I lu tfovc Cn LU ' - Attach A f [ al 1 „l afubS rY flcPurtf I 1 b 1/ 1 nappl 1 I (have- (n ° 11.5 r `' a becup tP red fur We ab' f •ncedP jrtb .d,n bit ..Idd tbyspe. ry Shawu fir fiette-ArchiteRurc - an pl 12 O ,14 Ih al t U A be,,,Idvntlried lnW I bSuum,aryk p nd by U,ed dtn cIn 1 1 cr nght hand 4y_ cn ,� F I m , , r cor • 7/10/2017 . 1a0,12 PAJ s'+y R W .. - ° z' W W - , • -- R11 „`.. Manyu f Iyl aded lurs[anJ beam calcuWtiuns can be verlUed by refere g h ppl ble span cbart:w,Wrn O •-' he app P prudu,.[I're r n•rhesrwnnu wnd'Uuns covered by sPan chart hteralure maynet have been•' . ,y w. LLI U' - ,ddre.+cd via lndwdu,J calculations within this patltage - t W hanalysla�rkeus[Iw Truslan pruJuu,depth,anA si unlly sul,p,rtI 111 input luaJ1..h, - v. Irufi vvu�mlc µnee weal un Uusir.ltc,verifies ll�ut the analyses PttsenteA cmdumrtu accep.d cnµ,i,ec,inµ +'• W W U) , ' pro and use tode:accept+J Product Jesign values.4lWuugh[havr nut rewnvrd the protect plans ury site)[be M V, r a µ P,b tet1,guanmtee flint our pruJuctsw ll t 1 [ gU JJ 0 ti 41 m I U ttchrA . caladatinan design ],ad the ,lmtnmdel volt d g L &signAU esanddesign lnaA infmnuadon sh W I I 1 h Id he.ffier di WW h resg Z ® - dcsigl,er and/th—pe,iii—pplu i..tucusure Wa[We{uads,a a arrJ udrercmndltrnns lls"." ia.11-s G - «eptable for the specinc aPpll,.atrun ku lding lnspecmrs mW/urn wncrs should iden[ify rhr'lllm'.'NluullahP' W U I.VI.•,'Ihrallalw>VSL".nr'fimbcrStrandc LSL-marhh, ( pm 7l -1 p r , µso I sta ducts[n cnnOnu Wa[[bis le[ter,s valid for r ® D � D�l •_ _ ° me nrodnavnn`Ir,n<un-a L1J, t flea ucl meiF ll,ere arc anY 4ues[In,s lee I µ leanalyses,l eau be reached at([IkR)150-U351L LU L �N O _ b 45la e• r SCALE 1/4"=1'-0" DATE 7-7-17 ' PROPOSED LEFT ELEVATION - PROPOSED REAR ELEVATION DRAWN By JSM/SPB 2w unmin 0,wos4 Sul.E•-dlon,to t)g 53 Mane eaas:wase re.25w use 'PREVISIONS: ' _ BuiLuKiG aEPT.,. { DRAWING NUMBER AUG 2 201Al T-,Vhi[�1 i, ' NtSTABLE H 4'-3" 0 E E - O O U U QI!1 FLOOD VENT t T N n l \ E DD l.J ca O 3 BATH va �� • I I O $ •CLG.HT. TANKLESS WATER N HEATER UNDER. U L a I I.•i w _ CABINET ( N cOj 8"X16"VENTS TO BE V-0"MAXIMUM FROM GRADE WETBAR •LINEN O1 - o n INTERIOR AND EXTERIOR ¢ V-6' c e , .p u 2"CONCRETE OUST. •4 w `Y - ' , - , ' - >, �° is m ______ u , I I�' - 0 p, N _c OVLi824 Z N Z- N J 4¢ RECVC0 a r �o A co 1�1 o ROOM . A �LU z 4x8 _ V PORCH' Q`a Uj V - n . z Or W a Z fA O - - , - Q - q ____________ ___ ______________________ - U . - W � oC .d ------------- ---------------- 4'-6° 6'_0. 7'-0•. 2'-2' 2'-3'/, 3'.-6' 3'-6" ` 1T-5' 4'-S'A" 6'-0'.. 7-01, FOUNDATION PLAN FIRST,FLOOD PLAN - (2)#4 REBAR CONT. - - - . (3)11 7/8'LVL RIDGE. - : 2X10 CEILING JOISTS e•, - FLOOR BRACING .v s HURRICANE TIES H2.5A 14 - BLOCKING&CONNECTIONS SHALL BE PROVIDED AT PANEL - t °•, 14 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS Y VCO IN THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL (2)#4 REBAR CONT. 2X10 RAFTERS -BE SPACED AT A MAXIMUM 4 FEETON CENTER.NAILING •°.'n- - _ ' 12 1/2'COX ROOF SHEATHING COMMON NAILS&AT EAREQUIREMENTS ARE: CH END.CKING JOIST-2-8d FOR �_ HURRICANE TIES H2.5A U -- - 2 #5 REBAR CONT. 1 X3 STRAPPING HURRICANE TIES H2.5A FLOOR SHEATHING FASTENING "' < Z Lu ; - 10 O Top of Plafe_ 7q @ 1610.C NAILING REQUIREMENTS ARE:3/4"T&G COX PLYWOOD OR EQUAL. V t W/1/2"GYPSUM NAILING TO BE 8d FOR COMMON NAILS WITH SPACING AT 6"EDGE/12"FIELD. W O 20" _Top of Plale WALLS W . U _ - - LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF to'-0" 0 (3)2X8 NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 20'-0" ' W' � w " - - P.T.BEAM WALL SPACING TO BE 2X4 @ 16°O.C. c W w ' TYPICAL FOUNDATION WALL WALL AT GARAGE DOORS TO 2X6@16"D.C. cV Y SCALE:1/2'_V-0' - LIVING - ? Q - .., PORCH AREA EXTERIOR WALLS _ - . i. WOOD STUDS:LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-9" I"- W 0 i • i 2X6 WALL(DBLE TOP PLATE) NON-LOAD BEARING WALLS TO HAVE AMAXIMUM HEIGHT OF 9'-9° - z f— • WALL SPACING TO BE 2X6 @ 16°O.C. W - @ 16 O.C. HIN2 ZIP WALL - °� - WALL AT GARAGE DOORS TO 2X6 @ 16"O.C. Lu �- -- EXT.SHEATHING APPLIED VERTICALLY. - 0 W �- - - STUDS IN GABLE END WALLS:ADJACENT TO CATHEDRAL CEILINGS 1/2°GYPSUM W/R 21 MIN.INSULATION. N Q"CONCRETE WALL W/MIN. - _C- SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM OR TO THE ROOF DIAPHRAM. = O I , 4'-0"BELOW GRADE W/201X70" • DOUBLE TOP PLATE:SPLICE LENGTH-AFT MINIMUM WITH 14-16d COMMON 0 i— To of Sublloor - Top of SubBoo� - t-. , CONT.CONC.FOOTING -- P __ NAILS EACH SIDE OF SPLICE. 2X10 FLOOR JOISTS ) -SCALE 1/4"=1'-0"----------- Top of Foundalion 2X8 P T. TOP of Fomclatlon WALL OPENINGS:HEADERS TO BE 2X8.WITH 3-FULL HEIGHT STUDS(UNLESS NOTED) . - EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1/2'NAILED 4"O.C.EDGES/12'O.C. 12"CONCRETE FILLED • IN FIELD.SHEATHING.(FULL SHEETSJTU SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. DATE 7-7-17 SONOTUBE N-0"BELOW ® = GRADE ON 28")6 9 - - q ROOFS DRAWN BY JSM/SPB BIGFOOT FOOTING. v ROOF OVERHANGS TO BE 1'-('OR LESS. _ SIMPSON ABU66 W! HURRICANE TIES TO BE SIMPSON H2.5A. -REVISIONS: 518"ANCHOR BOLT To OI Footin Top of Footing RIDGE STRAP CONNECTION TO BE SIMPSON LSTA15 I @ EACH SONOTUBE. - fp_- °••y 1/2"CDX PLYWOOD FASTENED WITH 8d COMMON NAILS @ 6"EDGE-12°FIELD, - - _ GABLE END WALL RAKE W/LOOKOUT BLOCKS TO BE 8d COMMON!NAILS op•.,• - @ a"EDGE-a"FIELD. DRAWING NUMBER I ANCHOR BOLTS TO BE 5/8"AT 38'MAX.SPACING. - - BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES @ 4'-0"O,C., BOLT EMBEDMENT TO BE 7°MINIMUM. - - WASHERS TO BE 3'X3'X7/4°THICK. SECTION A - BOLTS TO BE 6"-12°FROM END OF PLATESA2 - .. ........... I OPTIONAL" --p-- - --------- TWOHOWS OF Bd NAILS @4 O.C. -- -- - ----- STAGGERED,1 ROW IN EACH PLATE ad NAILS @4'O.C. 6d NAILS @170.C. r w ALONG PANEL EDGE IN FIELD OF PANEL r . U _ - sd - a C of --------------- ------------- NAILSI, 11 • `IVf lI `�.V.yQ II II UII. TWO ROWS OF 80 NAILS w L o ' a) C 4'O.C. STAGGERED,ROWS 117 APART. 727, II II II II. II - O FRAMwG MEMBER - 1I I I .11 .I I I I I i EDGE INTERMEDIA ,^30 1 ^ U U E j' I it II II U. 3-rlN 1 - Q STAGGERED -�_ V TO o 11 I it - I I I I a NNL PATTERN - - -- 11 V (rl II % r _ - , PANELEDCE PANEL I N - LY • I I I I -I I 4,-p I I I II w - ` DOUBLE NAIL EDGE SPACING DETAIL BLOCIONG r •` II II II ' 10 Detail It It Vertical and Horizontal Nailing, L CQ fl n n n for Panel Attachment ~ II Y - ' I BLOCKING If It II (I _n r. __ __--,_ 2,_ __— — 0 —= 5/9'ANCHOR BOLTS - ..W - I o 8d NAILS SILL PLATE 3'X3'X0.229'GALV.STEEL - - ❑ r UI j I ' Z � n R @ 4-O.C. PLATE WASHER(MIN.SIZE) m °v CL 'a. o w 2 00 0.4 9a On D UNDATu OoN O•A v.4 .°On X N 1• d GO x C_ OPTIONAL 1/2' 1/7 OPTIONAL 1—Z e ..u-_- __ TWO ROWS OF.Btl NAILS@4"O.C. 9___ ?-,♦ _ _ Q Ii.'V._� f SINGLE- - STAGGERED IN UC=SILL" _ - o_ TWO ROWS OF ad NAREACH PLC. 6X6 P.T.POST" I I' N H D O ' GO DOUBLE SILL �STfAILS -- - STAGGERED,1 ROW IN EACH PLATE - (� SILL PLATE - - PLATE 1 ROW IN EACH MEMBER @ S.O.C. c-- -- I Z Q - Q Lr) - s - .. RDINARY - _ , W _'cif U SHEATHING ad NAILS @ 4.O.C. Stl NAILS Ci 17 O.C. x Q Z INFIEDOFTOP& - - O ON WSP DETAIL FOR - ALONG PAN +BOTToM PhNELs -q - 1 c),U d - • , COMBINED UPLIFT&SHEAR -`„ - - - - - = x t r ¢ W ad NAILS G_-eiCO.G. II -`I IBd NA1L511 I,a II TWO ROWS OF Stl NAILS@4.O.C.ALONG PANEL EDGE; @'4'O.C. STAGGERED,1 ROW IN EACH'PLT: - - - ` - - ORDINARY SHEATHING U u `':I 'V - ... .. I I I I I I 11 ad NAILS @ 4-O.C.ALONG EDGE OF PANEL - r •• Pi STAGGERED NAILS AT-PANEL EDGES ORDINARY ��L\/q� p\� Lei\� r THIS EDGE RESTS ON. SHEATHING I `•If II II II FULL HEIGHTADJACENT PANEL' '7 _ FLOOR`FRAMI YG PLAN _ FRAMING USE 11 NAILS I I If I I I I' I I I I • - . 4 U U 9 < u n H u gF .-y U I I c0 z a i. - II II -11 II T'•- LL ¢ u°j n a a {�. , g If II II II II 11 ' o - - (2)11 1/4" a II, II •II o II " 4-� 9 .LVL HIP __________ _ --------- It _ G LL HEIGF II — - y .... II II iv II - a ^' 4° _ - II II F[!(NEL WIDTM II _ 4¢ x �' ___________ •� -- -II II II a ' IP' II II II 11 11 - a q r - ' - n - fl N rt n n I to _ . , �.o ___ , (2)9 1/4°LVL BEAM l l I I Z I _ I I I I I I I I I I I I I _G � 11 it ad NAILS @ 12.O.C..IN FIELD OF PANEL it 11 NO NAILS IN RIM JOIST IN 1ST FLOOR TOP PLATE&2ND FLR. (2)1 1/4' i I I z I I. I(•a I I SOLE PLATE 8d NAILS @ 4-O.C.ALONG EDGE OF PANEL r- - II II' II II 11• ------ I'�• I I �- I I'.. I I Z I I � � STAGGERED NAILS AT PANEL JOINTS r.. w rl NNAILS @ 1 PANEL I I I I I I I i FIE DOF 1 1 :ed NAILSQ 170.C. ORDINARY SHEATHING BLOCKIN - IN FIELD PANEL - F R I /� z LL.I LL.I �OOUBLE EDG --- 1 1p) U -I I - _ NAIL SPACING' ' ` -- ^' PANEL ` II - M M -I -11 - - _______ (n z O ad NAILS U - I I I I@ 4.0 Cl1 I I - z (2)11 I/4"LVL RIDGE r w !❑ See Detail on Next Page' in g W ❑ w .. i I I I I I I I t I .i I F � • .. (3)2X8 P.T.BEAM• I IT A II II II I t.Lt w..¢J '1 II_ I� h 11 II w O Vertical and Horizontal Nailing z % a Y II II. II 9 II Q for Panel Attachment 11 n MLL 4-0 n' w 'm g LVL V1 11,V p W (��f I. M TdNELWID-W, IJ. y n - N j j Z r 1 I I 11' I I w ^ 6X6.P.T.POST - . ,❑• cr E II n n I n o . L11 » it it i1 iI 3 = N (0'� • ^. ' - - —_ — NAILS 5 1fr ANCHOR N HO GBAIOLTS EELad SII L PLATE w r. iv a . SCALE 1/4"=1'-0" g @ 4'O C .. PLATE WASHER(WIN.SIZE) (2)11 1/4" _ - j - @ tS'O.C. LVL HIP DATE 7-7-17 I• ,a6.4 .°d•e .°0•n O•e .°v• .°Om DRAWN BY JSM/SPB - . ° '•" p0U,ND A7`ON° _ __ _ ______ EVISIONS .j _ - - On .°0•n °0 OA �vn �Oc•. • a r ®=6X6 POSTS H [_ y7 ------ 'OPTIONAL - DRAWING NUMBER . o 0 o TWO ROWS OF Btl NAILS @4'O.C. _ ^ - ^ SINGLE y o o STAGGERED IN DOUBLE SILL PLATE .♦ `SILL PLATE - - DOUBLE SILL PLATE I ROW IN EACH MEMBER - ROOF FRAMING PLAN TWO-STORY WSP DETAIL FOR - COMBINED UPLIFT&SHEAR si 0 O LI1 U) Co Co M CL U � I--- r 0 . (D ' IN) 0 U E � O - ~ L /�1-O = U O) _ 780 CM'2: STATF HOARD OF BUILDING REGULATIONS AND STANDARDSO U L d . - ". APPENDICE•S . w 0 ^ - - U.db armg^Wall C nil ohs 780 C21JR:`STAT➢BOARD OFBUILDIllG RFOULATfONS AND STANDARDS _ ',; Lalead(no of lad corrunon nails)...... ..(Taules 7)........ ................? THG?r1ASSACHUSHITS S'l'A1EBUIWNG CODE - '` Non-Luad baring well G)nnecdans - • Lateral(no of ledcoimnon mils).........(Table e .2 APIC(issILUM woodcons&aacaoa in wgh�V11raf Arm.-I10atph)Niri) tag) IvItma6welt9 Cileceait for Comp➢aece(%90 CNL15301.2.1.ut -- - Header Spae3.. . . ... .. ..........(Table 9) 3 r 0 mil s 11• . t. 21 Check Fu1He (ao.afamds)...........(TThble 9) .:.. . .......3... O tic s31•' , - .: - •Nan-Lead➢earing Nnil Opcntnf30acmd ktgeat opanmg btu check ail op..ninr�,f mmplimce to Table 9, - - Comp➢n,ee HcaderS ...............(Table 1.1 SCOP.3 - a- Sill Plate Spans :. ..................(rabic 0).. 6 ft 0 in.s 12" �C - • J�Z W)ed Spxd(3-su.8u:t) .................................................110 mpit _ - - Full Haight Smds Oro of studs)...........(Cable 9) .. ........ . .. Wind Bxpo aee Cx[evm .............B Smarior Wall Shes[hing to Reist Uplift and Sit—S ulam mssi Y mama.. _._mama.. mama. .. mama. � Q s' L2.APP1ICA1HL1T`Y - Mai um Building Dinria W CJ _ Number rsmi_r(omof idch,a__ds 8 I.12 etept stmal b-ss de uh story) - TY a. 3 .. [4) .. ....... GD.T6SB" ✓ - - W ('j, 117 . mom a.Z.. sm,imd2un<!cy ✓ '- - . .. ... mama. ... ... 2 W Z O - $oufi5rdr-........ C'182). - 1-�2 _s t$12 ✓ - sps-mo Tolle (Tabt:lour nomaiilus)..,. .. _ _ Nominal ,Ondun�s �vr co - mose,Jtmr)fet&.. _ VJ62)mama... . .. 14_f[s13' .- Fied faill Spacmg smrn(no......common nods)Tablle t0).. .... �2 S. ✓ - 0(!)J. Q OD HnnkInSWWhW Oki,3) ......... 17.6,i s80' '✓ - .........fi8'<-0 ,. a*cantF IIF gb[Snenohin...........l'1L'ala 10)... .. ......... ' 'Bn.ildin•I�ngth,C ... (1-g 3) 23 5 g s E0' �/ • - - ... .. F ST,Additional Sheadhin,for Wall wilt Open g>6'8"(Da gn Coati pts)........... 8cildh::op—Red-(Lftt) .... (-7gd) ....... m - LL W V r Maxntwn B ddt Dirtrisst r4 L / Q Nominal Haight of Taltes Opemngs ...mama(1 io a) ...........mama..._5 eir .. ,�r Nam and HelSes of Taller Ope ..:.. _s 3'8" ►- � GO . L3 PPL1XI NG COfmcTIONS - .--- ... .. ...... _ - r+ Creral cumpU,-Ada frateng cunneedocn...(Table 2) ............... Eft—NnglYPo.. .(natc41• ...-LOin. Z v . .. mama. ✓ a • J1d Nail Spaciun8 ...sable I l.r...a.Ices). p mil 6' 21 FOUNDA.V/si F .of mail. .... . ............ ' -. .. _ S:ur Gnmcum(nail oPlud common terils)(1'nbkl)... ... .. .. ..� � (n (e}� , FsmJanon ti/oiL m�vdn8irqutr r>'.nts of780CMP.S4o5.1 _ ✓ -r •-„ - Feroem FLll He[jn Shembin Cfn61e 11) .17-% - W . mama. / _ U � Concmte........... ........................... ... mama.. mama mama. SYo Additional ShruUdii coinu>6'T'(Deal Conte e - - Bitu Wall lviW OP P)........... a� � w - :. Cunaelslstasorup mama-... ................... mama... ._mama: mama..- - WallQaddin•• 1 " 0 2.2 ANL'HONAGE TO FDUfB)ATIONeJ - Ra[cd far Wad3pad7........... .... ........:............... ........:.... • S6"Arctrx➢dls imlx,ldeil ar`Y�Protyutary Meehmtiml ArxemeMan_IlerezUvn)o emraruasmdy, - -. - - BallBall lmdna-(peercl mama.. .: (faJila a).. mama 3e la ✓ _ r - Roof frmning mem s e c eri am Awe spay 1 e BBRs websiinj v� , 51 ROOFS V Reh Spacwgrr_magaomt ofyi.a ... (F ...g5) ...... '6' •6"-12^ ✓ Ro fC_han;........n...................... (fd;are 19)....T.?ftsaiwller oY.2'or U3 T - • Bah Lacedarm-eanxele...............(mg 5).....,...................T in.e7" -✓- � Trus3 ur Rafter C nnenions ca Leadbeering Walls y, - BohM lisdusat-¢a.nary ............(Jf3'S).......... in. WJ.. . . Pm rietary t' �. - PWsWmN mama - ......... .(FS S).......... 3. 9"zi - Uplift.... :. Cfable 12).... U 230 pif _ - e 3.1 YWOBS Let W (lab 12).... I-7%f _ Floor famni 2 nr.aLrr spvs.1mck_ed.........(per 780 CUR 51CO) .. ✓ ' She-_r... - (Table 12 S—PIfRidge ✓ - - _ - biuimurn Floor OpnnioB Dimension..........(Fig6)......... ...... 12 fts12' Oahk Ft.�cQo�mootu ifce8ar o t dper`FSe2'O.ioie l3). T 130� .Y n Nil Height WrJI SnldamFtritmGlsniar,,s I^=stimn Z'frvm Bxtr<iur Vloll(f,66) .... � - mew u o_er mama. ... [ _J ... _nssmailcr oF3'cr _ - <.. . . arR:fn.r Com=cdans az No Laadneano. Nape MxtirtmmF7aor3o)at Sutbecks _ < _ Soppc rin81--di mane.Walla or Seemwull.(Fig 7) .......... - R s d , ProprietaryConoa.l s .. _ Coatilevared.No,a Juiom • Uplift . CPahte t4J....'. ..mama...U=4177o.. Ti SYtpPmsbigl.oecgxvsug Nana Sbeae,vall [Fe S) .........:mama.. mama tt d .. eml(no.or 16d u lmaon (Cable 14.. . .... ..L=176la. _ . . RomfSheazltimlType. .........(per 7W CtiBt$8 CO d59.00).......,.US s - F1corBrtsniug dBudretk (F'fg U) .......... ...... mama. _ _ , - c - FhwSF edrurB T➢pb (M 780 C1,11155AU)............ _ - _ ........... Floor<,ocals^'°r�na'Ilsalu�.a ......(lzr.780 C2IIt 55.Op). .. ✓ - ' RmESheat Sheathing !_ • mama mama .. 1 1 mama mama ..—(1 •. ,. .. oufShexhnSTlntduless :. .. - taz7/16"l'/SP �. F1oarSFeodJngPoweam�....................(roak.2)8de°eUse,6 stedgeJ 12 hr Cwi) ✓ .. Nutrs. hi F - ab a2 - ... id I 41 WAi.Uti I 1: This eheck"is shall 6 m i N Oery excluding the specific exception noted in 2,m comply with tiie - t • - vieU HeapAt - - II in en nil.fella o ml °+� re u¢ his oP780 MR 5301.2.1.J R I B @e chx:dist is met' tmj lie•h straps ` - ?�8+.ming3tolla..... ........(Fig lUuud Table S) ._9'iCQt s'lO _ win+me and hold dooms a - r rcgmred Per ne WCCM 0 h Gonda `- . 'Swells............:....(Ag 10maiTrble5) 910%c 20' .-._ _ a 5tael Sire sp s;tn re 5 Won Sand Sptcny........................(Fig,10amdTaWe5) ...... 161n.s27'or_ ✓ _ h.20Gngualaps •Figure I! _ ' SVon Star,Clrseb,.:...� ...............•(Fig.7 d 8)....... .y ft,s d ,.:.� d. AUc. IS upsp-1F' re 1714 .. • .. ... p,pe ig . .., 42 13`LTSIUOR WAL1Sis - e. Lo „r Smd Hold Downa per FSaa 18asnd Fla+re Bb 6 . wual Smds 2. Ex p Ope ghdghtsofuptoBft shnlibaperdd[[edwheni% eddcd ro[i,c pertem fsU-fiuigit sheuNin2 _ u - Latulhrring wells- .......... _ 'r-6 9 ft 10)tc -require :nrs she..in Tables 10 and 11. Nam-Ladb.d,.s wa8,......... (hbil 5) 3z_6_;-�fiy0 nil ✓ 3.The Lrouom srilpin!e in exteriorxulls.ball bee minimvm2in.nominal[hiekriess prcasure aantpJ iP-=code. • - 4. a From TabieslOmdllmdlamtionofwalishesthmgandBuOdingAspectRauo Mteimine?ertentFull-Hei�c - - Oath].End wall Broein,i'.. '• - Ifill Baigiu➢cdr nUbtodi .(FiglO) ........-.. ........... _�' SheuduaYwWN] p;u.ieercyuiremenu • - WSPAg.Piotr.Leeglh........ ......IRS)1) ..................... Rxw/! - Gypsmn Cdiaglraa.tr Crfwse awmu:,00'ig'1I)mama......... ft20i)w _- . , - .• .. uvU 2 x 4 Va*tbaclow Lubr^1 Baca 06fc or:.(Frig Il) tonI 3 celft 6armgsakim016'spacmgava,omL 2.4 bnckmg 04. spwnginand - Z O i .. .. .. ... .. - - -tatty 1gsPlxre hn -• ? ✓ - 12/28/07 (Effective Bum - 780 CMR-Seventh Edition r 1055 - - LLJ _ - -- .... SPii I.e glh................. ...(MA 13 iut tni,lea)....:........ 4 ft 0+ H � .. Spika Connection(n of IEJ coumm vwls`(Tnble 6)...................... a 14 ✓ ,. - . _ W , W W •" - ` 1054 790 OAR.-Saveoth Edition 12/28/07 (Effective l/l/08) U) Z WOC EL LLI 4 O = T 0 , ' t - • - SCALE 1/4'=1'-0' -- - .. - • DATE 7-7-17 .. .. <. DRAWN BY JSM/SPB . -- - REVISIONS: " - - - DRAWING NUMBER MEFIOER PEWPT lvel,RxE r.'qp pexm P—D nEM REPOrtF 5 134'-%1114"2.OE Mitrollam LVL �F() Y� wver,Flow F4.nf m Pa55E0 0 0 i plece() 1 / © 2 pltte(s)13/4'x 91/4'3.0E E4lcrtIIam©LVL f�� U o I LePDM:14'31rT DueraD ungOcO.'• W •0 N ju !y.i >n -. `--Y c W En , g' o tii i -- - cn cD —=—r -- o 2L amF�l wp..Y.� co (v� L @ ♦ r Lma oen(1 4_— sset t 1 me.rnv vr. Dl cl N U t 1. w.m m. �_.a ..euarow !,F ' I o-u.,w ana.... • /r , ��.,. m�.•.r W�..m�aar d., .,n �s LP.m�. - -- �. ' LLoaf, a a>•N.n �I� clj cD CID Q� z w Lo or, zQo (n wow) a Z O r. w o a ¢Q - - - 1 Orv59n E,yI,w.NO.D� . ; aw4 Root llgnab/Gmm PASSED EIIPEP REPO%T leu.•(Hud-H PASSED - 3Y!\H^r Its xEMeFt1 nEeOPI l .. '9 F O R`�'E', N r(xWIWYG:um ` 3 piece(s)13/4'x it 1/4"1.0E MicrWI,m®LVL - 2 plttl:(9)13/4"x 111/4'3.0E MI-11-0 LVL ver- Txm15 OeE Ylp D1SW.L 153I_ - f {x£ 5u - � ..?+'.....,,.a r,tr�,x=z-:`.x}.'�.�',:.�,.., .�. � 'i ..,;.-.,..P•"-',.'?Ph?t� '� a . a r. a <IdI��.., �H4,nd a�,m�a .•� gPlo >. �rfubroodeva ew)wn euemmsme naomu _ Oa Pa 1 +> . I L, wu,;, r.. ,m n,T®F* I i i w, wr , *.P•,�,m" cr w ``u C/) W O V SrWPmta f r f—T —'-1 1` .. • _ r. .,,mma,<m� .. I,.I�.�ur'r�� • , -Q Q � 4f (A W Carmel 9 PaoP Stro CunrrcRon '+. .. - n. • `e .ewx LuaE w 1=— w Q a.Rm.m ,ate w M z • . •� W _m .ma _. Y WeyvPaeuur Hots' LL cm SCALE 1/4"=P-0„ r DATE 7-7-17 _ a DRAWN BY JSM/SPB REVISIONS: H .IrW'D DY�]P!r - . I u rw. .,... .. aya o15. ,r� � a v5]0•:tY E V. DRAWING NUMBER . LOT COVERAGE NOTES (FOR ZONING PURPOSES) _ - .. ... . .. c_1nSTING PROPOcrn. - MAXIMUM ALLOWABLE ..°• e°"' _ .. \ - BY STRUCTURES 'S.iR 5.4R 20% - ., -.. .. ... .. HOLE $Y STRUCTtA2E5/ 7.97 -8.2R 40R.. - .. _ ::: - .... . STRU/PARKING - .. .:: - B/DRILLH FOUND .. .. .. .. ... .. _.. 10.0 .- -.... .: ... ` .: ..... ... 580'39_55'E C822'1 Fo �Np �287.18' COUNDILL • ... .. \ CB/DRILLHOLE e� C. OR LE 1 - FOu : T WETLAND 4.2t ACRES - CB/DRILLHOLE r 17 :�// ELEV. 16.80 FOUN9 D NAVD88 _ PLAN NEw B4•.'J. . .�.... .. .... 580'39'.55"E 822't e ,.. _ ".� �:� � ..ENTRY �'. AC TOTAL ACRES .14 • i N79"24 10 W 84cs 3't :: .. .. EI. EXISTING1.:.::' CARRIAGE USE DETAIL _ ...�:... .. SCALE: 1'-10' SEE.DETAILED PLAN BELOW .. .. .: (AS.PROP SED` -. E 6:3' ` :,6.6 KEY`MAP _. / \. .O .. !C^3'L-SiOF .�.....�16.8 188 ,• i _ SCALE: 1 '120'.::� ! ... ( ... ... 16. i6.� AFRO`! �� Latrl t83 7 t].0 _ EXISTING O OUTLIMATET:PIPE.: �. .. .. : .. ''. - - ..\ : .� !O�. •. a'SEPTIC PIPE TO.BE l¢'RIf7ED .i✓✓.. Mrs � tss icy -..� .. .. .. ,. .. PR/OR 70 CON57RUC77ON..lF- D1FFIRENT';CONTACT ENGINEER <. .. .. .. ... Y 5EXI IMMEDIATE[ 7 .�6 .E q� t V STING .SEPTIC:TP.NK� C<F .... ... .. a: - .. .... .... .. 7.2 `i: �/1$'� F` `\:- AP I' 175,\ .. q. LAIN �•\ METER •.b ... .. �.. E: • x m. E \ a SERMCE s. PROPOSED c5'0 b. E' E ..\... , -_'f .-(PS�ROPOSED) :.'17.2 - \`. \ 4:�2,500 GALLON ELECTRIC t / .. .. .. r SEPTIC TANK 1RANVORMER D.:BOX TO:BE l•£R/FIFO I -.. 16.8: i \AL SERVICE PR/OR TO CONSTRUCAON.:.. 'PUMP CHAMBER.. .L �. . ASSUMED 9-HOLE O-DOX,.: ': = `; 17.3 t.:�O"SEv77CC�caTCM... I I 16.i '1``..D... 1.... MAY REOUIRE UPGRADE A N .-�( - `16.6 R-6.27 l FZOWD/fFUSOR /1'i KryT.00ENC2'N•�• e E r CHAMBER W 4'OF. 1 .18. / ALL AROUND.. YY ..�o•. / �` - Y c PROPOScO=/ Z - ... O.. E 1 ... .. .... /. �i^�. :.. CMG ... t7.2 .FORCE,MAIN tY,`PAC".. - 18.5 19. PROPOSED ... ... -^1:r' ,.. �. ... ... if : tiC I \ We117.2 Oq2` APRON IRRIGA71ON zl TPA '(SEE DETAIL) �Jgf .. - • CONTROL ?;jt 0 fb 4 �. '•J ....t.2 tad. t�j �� -.. •sq - E No,N p:s t y,c Z Z \ C �(. `^n i70 t:7.->:0 non ,`..^5... .TP 2^'q :7 - 1. \ �o " y 17.1 1 µ �.1�7.0 '17.7 p 6.9 �Q � 203 18.8 20.4 1'. E'. - VSTONERETAINING HALL w .(TYPIca.) :ts.7 /� i \ ` ` 1' w _ E I - j : a-... r•. ',.... E E \: 1" o.�,� -\ \ -c 'I .. •_ 188 APPROXIMATE LOCATION OF, 1s \1�. w` EXISTNG.WATER SERVICE (AS:PROPOSED) t avM _ E w EDGE OF WETLAND COMPILED. E FROM A PLAN PREPARED BY, ` r� o E \ \. ) \�; t BAXTER;..:NYE-& HOLMGREN,,INC. E E .0 J.'� - �s.4 .. )]s: 1 .4 18.1 . \w z :DATED:: JULY'28, 2004: j.: 1 17• E' c OF CLEPR k TER SER \ E \. 1 - - \' EDc- 1 I- �.e [OCAn�V - - WA VICE NOTE NA `I�ER/f1 THE \ OO�.�CD•1_:. _ WAFR SnNC A E D M%nRE - NOTICE ,• ., ... - E .::` '. .. - ,P\. - WATER SERIJGI.SXI LC B nC UN--d wtu wch tree:w the mpnm(red)utadv o/me .. ... :, : - E ..:: O,yt;,, - ..7T.L/ES ID'OR L _.F TO ANY SEP reapeneBle Profoemooa Engineer.or Profe sImol Land Su,,eyer - . f pyF ,'^"'�.�, II S)3'IEA/P/PE A4 COMP[AYENT. - oppean an mle Man: _ .. ... E .. (Air s;may ay o<pup m i.ram or r lion unroba or"omar .. -.-. •'.. uOlk,� -I mdr're+Y Me m otwn ceommed ee:eu;;"end ., - a.. '. .. ^ " •'.. .. - ... � mu Mon;rameiie tha property of Ndm R M Gom.Ina. -LOT.B ..� 7-17-17 (B)ADD.CHAMBER S.k&LAYOUT LAC E "N79 za id'w 843't - - raw Kecke J \ UPLAND=3.4t ACRES DESCRIPTION:: S i REVI,. ONS _... � PLAN _ _ RO GUEST HOUSE & SEPTIC CONNECTION j roes OF P POSEO s_.. .,,. ,:NOTES '.__ GRAPHIC SCALE _ fa Jp'w a0 �. •10 0 20. y 60: ROAD - .` PREPARED FOR ' 20 FOR LOT JSHARBORQHOMES ovE 1.':BUILDING NUMBERi122. - _ 2.,ASSESSOR'S NUMBER:MAP 005,.BLOCK 068•LOT 008 . IN Y 3. ZONING.DISTRICT: RF a 1�1 ) COTUIT' _-BARNSTABLE, _MA 2 q,. k 4. FLOOD HAZARD ZONES:-VE (EL.14), AE (EL:11);•X (500 YR.) & X 1 t cn- zD n 5. BENCHMARK:' AS SHOWN' . SCALE 1'=20 DATE:JULY 12, 2017 '�. 6. TOPOGRAPHIC INFORMATION BASED.'ON. AN ON THE GROUND INSTRUMENT SURVEY nrx m mcgrath,inc. ( t . 7. ELEVATIONS SHOWN`ARE BASED ON THE NORTH w n mes and -' AMERICAN VERTICAL DATUM OF 1988. (NAVD88)'. O' 1,11 engineers 8rid lend purveyors . , .... ... .. - 205 worcester court-p itea4:falmoum•rile•02540 r . .. r ... 8. REFERENCE:-LAND :.. ,. I - �. ;. .. - .. 56d wwx.holmesandmc8ram.wm i NA 9. ND'EXPOSURE CATEGORY: C- 10. OVERLAY'DISTRICT: RESOURCE,PROTECTION "' .. DRAWN: PJR.LAC: ::' CHECKEO. 4P ... . JOB NO: 217194 - DWG.ND.:88 7 8A SHE?1 OF 2 ' l - i ' _ .' .PUMP CON7ROL PANEL LOCH I10N TO.BE .. :: OE7ERUIN£D/At FIELD SOIL L OGS - .. 250 - _ :.+. PM=P=10.759 DATE- 2-23-1983 ++ .. ' 2-REMOVABLE COVERS 1f17H/N � .... : - ._ .. .. ... OF FIN/SHED GRADE. .. : 25 .-. ... .ACCESS HOLES IN TANK'TO..: ACCESS COVER-SHALL BE A M/N/MUM: r.: ... ... ..: ..: '. .. .(. 30'TO ALLOW REMOVAL OF PUMPS : . ... - . fOl FOR, C£. COVER SHALL BE SET AT..-. - - -El.+2r.0 10'min. d'stance ... .... .-.. F/N/SH GRADE. : ,... ... ... BOAROOF�HEAL7F1 AGENT DAVE LSTOANTON•T 2 20.0 : a . .. + TEST PIT I :: 1VG TO CARRIAGE" 3` .: EX/S71 .. TEST PI '� FORCE MAIN FROM P/20P05£D � 0 E. 0 2,500 SEPTIC TANK/PUMP , '.•20 J. .E .. _Ct7N71NUE5 AG - CHAMBER - EXISTING GROUND SURFACE . BER(GUFST HOUSE) .Ap "- 18.St :. .. : SE GRA HTY r e f "' ... .. - - - .. 10 M.5/1: _ - p-yq 5/1 - ... _ 11F�:ELE-C7R/C CONDUIT , SERNC£UN£ "' :' ,.. 45'BEND !1', SANDY LOAM 1!' SANDY LOAM ... ..: MAIN S=0.�02.t_. -.. - .. :: ::: I BEL - O YR 5/8 g. E �rC--1-_-... .1.. 24• SANDY LOAM 30• 'SANDY LOAM .. - ... ' _ A/NTA/N FORCE' CI •Foundation " ,.'^ =• 1 500 Gallon b .... ._.. - OW FROST;DEPTH - ... .. .... .. !O YR- Design ; i - A c Steptle Tank D - ; •Y CONNEC7)L1/V Hold Exrstm9 Invert 50.: EDIUM/SAND 52' MEDlUM SABND . ... B Others ., .. .. ... t: Y .'..; 7 i - ...0 ... (ON TOP SIDE) _O^ :) Totes veriRed pr orb C2.. C2 5` L0.0 `=' - INSTALL.7HRU5T BLOpE ++ _ !O YR B 6 ,. s. W Gi `� I /:. f0.YR 7/3. .. <. , - ... g - .. .... -..� ', ...,.... ... _ 220 1f- ••• 1Jr`DISCHARGE LINE" - - SEE DEMILa a I''�'- 57RA7D7ED MED/l/M SAND .. ;.. •: - F Ik Pl2'FORCE.MAIN`. s 6 - - 72•. SAND G GRAVEL. !44• &GRAVEL SLOPECON7JN000SL Y UPWARD _ -:' -:PRESSURE IEST�PROPOSED .. Y, < _' .:" � 6'LAYER OF CRUSHED .. � .. � � ... - _ FOR MAIN UNE TO 150-PSl- :�" ��'.� - � C � 10; • : _ - C041PAC7ED STONE. .. .r.. .. MEDIUM SAND . 5:0 ,.. - .. .. .. .. ... ... ... ... ... - .' Foundation 11' Proposed 2,500 Col/on L 7 .. _ .... - ..- .. - ... - ., ... Septic Tank/Pump.Chamber -.. .. - - .. 220' - - ... S&P ... ... ... rit.Tank�- R�®a _ £D 't , 60` SEPTIC�RROFILE..- GUEST HOUSE, ,,. UNABLE TO SOAK --------------- - ..: SCALE .. 1. talasagD'f2aY0pFlrSppg .Existing 4'wider B'/ang FLOND/Ff7/SORS. - - - - .. - _. : . . .... 4'. ... :..- B' .... ... '40• ...- .... ..PROPOSED tt/z•PVC FORCE MAIN -PROPOSED.THRUST BLOCK AT �---------"�*~- ---------.---.-. -y,� 4- Finish grads above and d)xt lo.'eyotem: - . .... ape away al am r >< - _ - 1C_FE MIN.CEMENT C • - .x.ne.,m.awsn oo.er ... :.. .. d. ... 4'alan wet tan w n. _ - r,... t 4 _ I F111�) 310 CMR:15:221(6)(c) , . .- ..,.Ian e.m ousted vede c ED'CRP.D OVER Apt TRENCH - -ssm.d+s w P1C pO.(tldlt pns)..? L. . CONNECTION CONCRETE ... ..: Clean boci fdi R owbl ..: ..:.: i:. - - .: .(�dIng to ep W disuse M mbn)• . - .. °`�"`> .. _t •. _ 4`SCH 40 SEWER PIPE Nunrib-.._ 9 D ESIGN .tz.3.. ,.-: . o .. ^'^.T"y'!xi .. .... .,. Garbage disposal unit:6NO: CR - ITERIA � �I o .. >k«•r y,x-z Equivalent TRENCH EXCAVATION WALL . �.v v .o v.a t ,.c;,, .<, > .: [ 1 Leaching area - capacity:re required: 660 IaID.'s da s/ - d'.o;:a. - T'T; -.. :r-.a-s r•ai•�;r t Side area proposed: Y qr« y THRUST'BLOCK.SHALL r Elegy-tzs' - f u t_v.4•PVc.' .4. 4: P Posed: 272:sq. .t. day 4` -,... .: /� _ .. po,pl mn.. _• Bottom area proposed:672 sq. ft.�� ALSO BE INSTAt1£D AT - ..,of l01j' «. : - ' Exmtiag:Wa1, Stane ... ; - : BE - .. :double washed - ..... All Around FlowdiNusoro - ..... '`. ..._ - ....,. '- ., pat tY 699 9a(s/cloy Tot01 ared:proposed: ft ALL BEDS:AND;SWEEPS. / :. scone all mound s Min : .. -a xr lI:t - RaewNe aeeev yw wapnee crane ProosedPP Ply. . no.wNuem e. To.Raman'' 2' w ..Water su I . e :n n at ... K DETAIL . ,.. _ - .. .. i n_A level) a f1ter tairic.. Precast concrete units; Hr.10& H-20 loading design. - - I! _ h -T MlN ,ads I STN BLOCALE CROSS SECI7ON DETAI - �.'.. , No Groundiatm Obneried ... ::: ..: , -d 3-<k..' o o f�- _ --- s•�--- . SCALE: t/a.3 1 F � . 7 '; EXISTING SEPTIC'DESIGN CRITERIA - �.. r, l xi ti e leer, - (As proposed and depicted on plans b Baxter, Nye Holm en, inc P e Y Ye gr . doted'07/28/04 and last revised on 02/06%06 } 4 of e/4�111�Y�1/2a s floublo- ... .��:. . washed,s one:a aroun owdlffusor I P) Total clan n I FLOATS SHALL-BE HUNG To-be w>.fiedpniu ed: - .s Mn y ow_ts based on 5 bedrooms,no garbage disposal -- - """ - ..cdnstrueI_i/d/fhrant - -total daily flow= 110 d edroom X bedrooms=550 gpd •• FROM�STAINLESS STEEL Y gP/b ... .. .- :j Z•_p• BAR .:: conroct enptnex .`. i; , bottom area o deed 12'.x:48'.=SZ6 - - �i. ------- - ... .. :.. -, .:. ... .. .. S MOUNTED WITHIN Immediate/y prP ( ) St. .. --- --� 2-24" Diameter IB•L OF THE HATCH. .T -' _ - r.aine:bt6r-- a _ side area proposed(12'+ 48)-x'2 X 2-=240 s.f _ - - AccessLHoles 4'BAFFLE --.... : SLIDE RAILS SHALL BE - c. to cs':. 7 _ total leaching area proposed'=-816 s.G - - Fi WIAND ' Zabel Filters • AVAILABLE FOR USE: application rate:_`0 d/s.f, - ,.j t .. .. ... .. ::: .. .74 N .. :... .� _ ,r. ..... .. S,AS.'capacity= 816 s�x 0.74 gpd/sf=604:9Pd' I I - •' '-'' TIC PRO "' designaeachin ca ooit 604 d>550 1 ro OUTLET. SEP 1 FILE` g P Y= gpd ,gpd: ---- ------- ---------------- INLET ,.ACCESS _ scAtF.t/a--Y . - COVER -1 ...: 2 PUMPS REQUIRED. MUST ALTERNATE' -' - " .. - J • J 1D PUMPS SHALL:BE:CAPABLE.OF PUMPING _- :. TS GPM AGAINST'10':OF TD ;. , .. _ .. _ ..., �.... _ . :..30.DI AM.•PUMP - - -PUMP CALCULATIONS `- ' Y � .ACCESS COVER. CONTRACTOR-:SHALL SUPPLY ENGINEER .. � - • 'PUMP CURVE AND SPECS:PRIOR: - ..STEEL REINFORCED PRECAST:CONCRETE : " :.::TO,INSTALLATION FOR'APPROVAL:- - - - DESIGN"FLOW - 110 GPD VOLUMEUOSE 310 CMR 15.254 1)d i:. <' PROPOSED lff'PVC FORCE i Q O ..;•: PLAN VIEW ... - ' - .".. r .. . w 2 DOSES PER DAY= 110 GPD 2 DOSES'A DA ... �O•t' .. .. MAIN?20t.L.F..CON)7N0005 .... - - I . y=ALARM'LIGHT .-• _ KNOCKOUTS 55'>, GALLONS ... .. ... � OM;PR(>POSE0.2,500 SEPAL FOR- °' HATCH.COVER TO FINISH GRADE::" PUMP'RATE: : -' TAK/PUMP CHAMBER, N+sra.unoN CONTROL PANEL MAKE HATCH WATERTIGHT AND. DESIRED PUMP DISCHARGE RATE,.Q=' .,s. GPM - • TYPICAL FLOWDIFF 14nR® INSTALL IN READILY i .. ... . WATERPROOF.. ,.:, - ... _ .. FORM ACCESS:COVER OVER PUMPS. ACCESS:COVER ACCESSIBLE LOCATION - ., SHALL BE LARGE ENOUGH TO ALLOW REMOVAL OF:THE:' 'HOUR METERS REQUIRED ;_.: TOTAL:DYNAMIC HEAD: ... FOR-BOTH PUMPS • - ... ... ... . CALF i 4• 1 L PUMPS FOR SLOADS.G AND CAPABLE OF:WITHSTANDING - H-20 WHEEL LOADS. -• .. .... ... .ALARM:SHALL WIRED .... PROPOSED INVERT ELEVATION, Inv_ •n1300 ASPRJPOSED - ' TO SEPERATE CIRCUIT..... - ... Cover ShdI`Be Sei To Within. - •' ;;• PROPOSED PUMP CHAMBER:BOTTOM ELEVATION,C pot= : 10.75 PROPOSED 2,500 GALLON .. .. NOTICE + I�6 OE Finish Grade: : + :. : : .EVENT COUNTER REQUIRED- - Vmso and unro such time be the 'juwd L bd) tamp of the - .:" STATIC HEAD,'He (L Inv.__C.bot ee SER71C TANK/PUMP CHAMBER - - a"g (` i • - FOR BOTH PUMPS .. _ responerole Prore>abnal.Erpnev,or Vora•=room Lame snveyar .., Removable •.;.,. OPETUNC .-.... : .... : .... E ...-DU , ped`�on this Wan ' 1- PRECAST CONCRETE � ' ?` C£CIR/CAL CON /P ap .. .. , ... - ne including i him ICTION LOSSES. 3 25 FT per' penwna MINOR LOSSES Fl1'DN any man ainer _ Covers TANK RISER- __ (FITTINGS)EQUIVALENT PIPE LENGTH: public a)cdsaA may ialy upon the ntwmatun contained rwrem:and (lYP) :: ,.,;.,..; ..• �6. . Tye'SCH�40 PVC,FORCE MAIN ..' N T71NC:- .EO LENGTH. ... 4`.PVC 3CH-40 ,n .. (e)this ptaq rmnana the property or Hama&Maxath_h1c. . INLET "��" ,•.-' INV.=96.00 _ N7 9 9 FT SEWER P/P£. ... •. 7-17-17 ADD CROSS SEC110N&SEPTIC PROFILE.. 'LAC .... : Y hisMdm aAM 6 .. I ... ... - iv NLET:r.: _ a :CHECK VALVE 1 11 11 FF _ ... 1/L.,.. :. GATE VALVE ELBOW .4... 4.4 ns: 'Fr. - :.DATE . DESCRIPTION: .. row hecke level... a _ BLEEDER .� ..: _ �= - ... _. _ .: ^Ir-E z. m .:: - ::" Liquid .::' CAVE VALVE 1 .:. 0.95 _ 0 95 FT., L CHECK VALVE. .... _ M AND. R E V I -S 1': 0" N S level ,.2•-0- SWEEP "..4 : 2:85 11.4 FT PROPOSED PUMP ALARM .... .. ..S ua.dn� �:. START LAG AND.ALARM .. EQUIVALENT.LENGTH FROM FITTINGS,Lf - 4995 FT - /N A READILY PANEL IO BF IN rALLEO*.. ICON C r LW = 12.75 5'-0" min. .: ON STRU TION DETAILS .. IND CAL !1 .. raActar 10 ptsrrAu+, ^ ..: t Liquid depth .:-. ?: MAIN)LENGTH L 220 FT .'.TO B£..0£IERM/NEO ON THE GROUND:. DELIVERY PIPE(FORCE .. START LEAD= 12.25 TOTAL EQUIVALENT LENGTH OF PIPE,Lt=L+Lt ' OF PROPOSED GUEST HOUSE & SEPTIC CONNECTION CAMEL FILM TOR MODEL - - .AIND N ODU7 TEE -Mane: ` .ALL PUMPS OFF-. 91.75 FRICTION 100 FT:OF PIPE.Rf 1.11 FT -100 FT. - - PREPARED FOR . :.. •' .SEPTIC,TANK ... .. :.. FRICTION TOTAL NERD LOSS;Hf-=(Ll z Rf/100)_ 23005 FT .F I.. ... ... .. -• BOTTDM'OF PUMP H _6• .'.. :."•• •:. ,CHAMBER= 10.75 ..•....'.. TOTAL DYNAMIC HEAD.... ._ .. 0 #RBOR:OHOMES HOMES: ROAD SLIDE AWAY COUPLING - .... - .. PROPOSED IN .... .... - . . ... .. .- .•. •:.... .. _ GUEST HOUSE COTUIT 6..BARNSTABLE :, MA, PUMP.REQUIREMENTS: 6�5 FOR LOT i ... ..: .. T--w-i 4';.. 5' FLOW-(GPM) 15 GPM ... .. + I - .. .. .. TDH (FEET) 10 FT. .. ... ... .. ' CROSS-SECTION END-SECTION PUMP RE(�MENU/+nON: ::: ,i° : SEPTIC PLAN DETAIL / SHOWN. DATE JULY 1Y 2017 ..: .: .00 .: MYERS MODEL WHR5.1/2-HP.OR APPROVED nla t�•vvpnr•e,'pia _ SCALE: ,o - meS and mcgMthIl Inc. SCALE:AS T 'AR )- SCA hOi EPTIC ANK Rr PI[A P CHAMBER _ • NOT TO.SCALE - _ .. . ... LOADING) -. 564r www.holmegendmagrelh.com court.suite a4-falrinouth540 7 ' dVii engineers 2U5 xo ��, ... r 50&546 3 �. DRAWN. LAC .: ""CNECKEDt - " ��•^' - - �. -:.' JOB N0: 217194-. � �� DWG.-NO.:� 88 7 BA � SHEET�2 OF 2. F I I. axc�crs U SMOKE DETECTORS REVIEWED 80� A� 11r011DMM.*!�!L® •lO.�LitlQd Ol?{d" rARAMVS.New leaser M52 xn-265-sbas A LE BUILDING DEPT. DATE sassa�Lx�wasaawea� a�lOt/b07/OYL1rAR9iL FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 'Iitiidralill9�6 w cam r�c+s uon - r Bea eawv�airsroaL. >�s 7 F e�waewe•w� - - -- ' ' � - -_ - �LaH � No - rn_�t ME y9mm " w[ s'wlr`: v»rawe' a aiwwawaewaav wavnaaxWMAL wAwl ru.,+rwartw wAlVrLX x,Ywaw rwwrseemwse ( # r�s"-M.' 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KT' 7a R�!!.P�l/YD Af urr •• 1-,,'•-:i- / 1 Tf!!S D�'16A1 Q1KfOR [Ei�l�l�17F PAR7S .Tr4L�(D / 4�z LILT. Q1.flP�1.PFriOT / X i"A IWI A �,{L 6W4i'J�t/o lcr/1 A/1I96&T. W CEA44 r O(rA7 .L�/W /,WT E.� R uArE - mP ,.1«/f' t7rCEPTiv r9 ' . .�!_4 WAZER fi�JP S.�C 4C UAL4D aW I 647CW40 O.IWP PL AQ9fr rXARY DETWL i`ox/� . 3/z 6 03-Kt :W/LL .�lll Sl/' L't/.PF &IM7E 6YA L/Fi�fT I�.�7f�P.fP.eStt' AU773MATIC' SUMACE Sl�lM�F FF�CE TEE McT.4 11IY +P ' 2 •j (E N� ONkEP. rJ(01'!QFdit6 !�( Q1.FlPLLQrtiC.E te& 0774W.Vi,N G.PlY�Ai�£ /V'OTE Way !lX� - It/ D/P.UY/Ski -4TFR Lz4S.VT i G R lY XQE RJ .f7,QTF y f.i If..I • �, AAOV LOr-44 ,Q6uUl�C� • AA7mmr l411 .o v S -oc- STRAlp gRo SWtAfA rt/� POO[ jL�4 e- �TAI a�}7 ?� L L D ° ,KBE = ;.. _�-SF•_ �toR�rs: /jL PIV OU1�5ET CQU� -CLi J�I'''�h� • a 4f-4a 'tivt lH APPROVED 8Y £�T/0/✓ -. ..t !,-t '" * SCALE: �✓O.vE �� /PEv O TL/dE(11 AIX.D> 4 u com - / L1CCt(SEO PROfESSIOItAL ENGYKC 6,u,-�� : ; :��-�.T� ,�. 71�lOTNY WALK = CONSULTING ENGINEER WOOOSIOC AV[. WESTPORT CT o6Saa CLXIK SovrY 5"4kl E 61/l//lam/ L MAI&, �UTLET C�fL �"SFaen. f �9 oiRz< �� 00 if 31 7-1 /as Foundation Certification in Cotuit, MA Prepared For James Feldt Assessor's Map: 5 Lot: 68 Baxter, Nye & Holmgren, Inc. Community Panel Number 250001 0021 D & 0022 D Registered Professional F.I,R.M. Map Zones: A13 (EL. 12.0'), A11 (EL. 11.0'), B & C Engineers and Land Surveyors Plan Reference: Lot 8 ® Land Court Plan 34636 B N Sheet 2 Of 2 812 Main St. Certificate of Title: .#172,210 Osterville, MA 02655 Phone - (508) 428-9131 Fax — (508)-428-3750 Owners: James E. Feldt & Rosanna Feldt Job Number. 2004-008-8 Scale : 1 " = 60' Date : 06-23-2005 D.E.P. FILE No. SE 3-4320 N CB/DH Br?, EXISTING GARAGE FOUNDATION \ c FND ? o LOCATED 01-07-05 \ F04 - •?¢ ^ '^ 0� _ ��Hp,`(BA�ES �N TBM: CB/DH FND EL. = 17.44' (NGVD) � 11p 6 Z a v EXISTING HOUSE FOUNDATION LOT 9 \ o LOCATED 06-22-05 L.C. PLAN 34636 B (SH. 2 OF 2) Z 'T.O.F 20.46 N/F BRYANT qi W 2 LOT 8 L.C. PLAN 34636 B (SH. 2 OF 2) ti S TOTAL UPLAND AREA LOT 7 e 149,971 t SQ. FT. L.C. PLAN 34636 B (SH. 2 OF 2) h' 3.44± ACRES N/F SEDLACK 8�S• CB/DH FND CB DH FND CB/DH FND Gti ti A9 s 0o.>' kSe+Cov&C r. ETAI 7� N.T.S. ~v~h v CURVE RADIUS I ARC LENGTH CB DH FND. �• �� C1 408.80 18.18 C2 408.80 93.50 (SEE DETAIL) V I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNDATION SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK of get REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED �� WITHIN A SPECIAL FLOOD HAZARD AREA. a THIS PLAN IS NOT TO BE,RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. -22 s RE EKED ROFESSIONAL LAND SURVEYOR - BAXTER, NYE & HOLMGREN, INC. DATE -tit.o5 eksc r a� obi �l r1 a Foundation Certification in Cotuit, MA. Pre ared For: James Feldt Assessor's Map: 5 Lot: 68 Baxter, Nye & Holmgren,,, Inc. Community Panel Number 250001 0021 D & 0022 D Registered Professional F.I.R.M. Map Zones: A13 (EL 12.0'), A11 (EL. 11.0'), B & C Engineers and Land Surveyors Plan Reference: Lot 8 0"Land Court Plan 34636 B N Sheet 2 Of 2 812 Main St. Osterville, MA 02655 Certificate of Title: 172,210 Phone — (508) 428-9131 Fox — (508)-428-3750 r Owners: James. E. Feldt dc,'Rosanno Feldt Job Number. 2004-008—B Scale 1 " = 60' Date 01-10-2005 D.E.P. FILE No. SE � F _ CB/DH N ',FND ? ;,o I N �^ EXISTING GARAGE FOUNDATION TBM: CB/DH; FND F �r LOCATED 101-07-05 .< �F' EL. 17.44' (NGVD): m ,gip a c U i LOT a L C PLAN 34636 B (SH. 2 OF 2) 7. N/F BRYANT {aI ,z f s. \ v `LC.' PLAN 34636 B (SH. 2 OF 2) w., g AREA,9;971 f SQ FT. , y �,•.,�,�� a ( d' 3.44f ACRESLOT L.C. PLAN 34636 B (SH: 2 OF 2) IP ' N/F SEDLACK CB/DH FND a r CB DH ^',V 1 FND CB/DH CL. �,h o G 1, �pr: FND DEM Iq ff CURVE RADIUS -ARC LENGTH r "' 1" 7` �408.80 18.18 CB,,DHi�FND. I IiC2 �408.80 (SEL'rDETAI � 93.50 L) �� � rhl F , �,, Ji. I •r ,,hl aaN �r: �I, CERTIFY 'THAT t TO THE BEST OF MY .KNOWLEDGE TKjij EXISTING FOUNDATION;; SHOWN I HEREON ISI 'y ` IN COMPLIANCE'WITH =THE APPLICABLE BARNST t LEP CLONING DISTRICT SIDELINE AND SETBACK ,' REQUIREMENTS,� IS LOCATED -IN RELATION TO TIE �IMONUMENTS SHOWN AND IS NOT LOCATED r WITHIN!A SPECIAL FLOOD HAZARD AREA. I JOH I r. R. THIS ;PLAN,, IS NOT TO BE RECORDED NOR IS ITp` TO BFE USED TO ESTABLISH PROPERTY LINES c r l+ I REGISTERS, PROFESSI AL LAND SURVEYOR N BAXTERI`;fI�YE9 dt HOLMGREN, INC. DATE I li I 2 4�� N. t r � t PLO, Q s t aAlie q 6, Yale M 7¢ ,A 154- 116 1 A" .7 L , P G nz r VSGS DNrvn , ri. a T 7 fit.. S --4� CERTIFIED PLOT PLAN : 77 (_. rc qy s x f :it a SCALE, , l ,V .?0 DATE w 1 Z.ot DREDGE ENg&gg Zj l,�Vl3 /N % s `sue t'-OF R �v�vo�l r°i nn/ x, l32��f� s`.\ I CERTIFY THAT. THE ' - GL.IENT � �y, IEOISTERED OiE01STERED z' , � rtoseRT G� SHOWN ON THIS PLAN IS LOCATED �04: 3Ut�` ssucE ON THE GROUND AS INDICATED ANQ CIVIL LAND CONFORMS TO THE ZONING LaW9q. ENGINEER SURVEYOR • ` �,av� F �� /a1. €�oREo { /per[ (pI OF I.3A•9N:s7;1 MA83 712 M A-1 N '.SST R E ETA. CH.�,Y� IriY,ANAJSj ;MAS&, r SNEE.T,:,�,i�!!,,,,,,o. ATE ED. LAND SURVEYOR { n t € s L ' f j GENEiAL NOTES. E i l r n ifications r -i sued or 1*. A. I. Before final Drawings s a d S a e f }� € construction,they shall be submitted to ail o`, ." buildin < rrciss to insure their com fiance v�N1 all a icable,local.and national des ifide disct ancres in Drawings andfor 1L .... Specifications�#tons a 01 Gppear the Desi il be no#lfied of such p0 1Idrsore ancles m writing b Builder or building official,and ..� p 9 Y 5 1 B)C2 Q t Drawings n Specifications as t comply , allowed to alter ravit s and Sped' a s so o p Y, c� n9 �rxEfa t � with ' ouerning codes before construction begins. 2 Upon written receipt of approval from the overin official, _ 12 wUJ ;�• � , h Ii .as r i a b submitted a rowed fine Drawings s and Specifications cations s e tted G ti iCf l j F �. 1 b ;t Designer. 4 to the Builder he � <, Y P+� 2 construction �..�.. r 3. lf'coda discrepancies are discovered.,during... .the s P .v cw. 1 1 r ss'Designer shall:.: notified n allowed time to oce. . Des.. . be rf and s ample p 9_ rnp q 3 1{ �,+.v+ 1 Y 1 r n .� remedy said d sc e a ties 1 t ay p .0 . tx� vs € . -All work; rf shall comply wi h°:tl li local,4 AI wo a ormed s a co P t a ap cable ca,state ca p Y p ..x�l _ and national building ordinances and regulations,and +� � , Q l U other>authorities havi urisdictron. Following Is a. artia ,�.ap9 _ _ 9 p r i f i l�s e5 o f :list o a 1 cab Dad l orbs i subcontractors,suppliers,' n ri h 1 B. Al contractors,subcont act rsand fabricators,shall be responsible nt' f r "n anSpecificationsf'r for the core o Drawings d and o � Q t l n i° o f r appropriate material and work he supply and des o o a e s d wo I p pp Y 9 aPp rf-rmance, D o !&l t� articles, ia d ur hail 'e_a 1 C� All manufactured art es n merit s b applied,, equipment _p p installed,,erected used cleaned and ccndt#coned ut strict r 'r n with manufacturers acco tie ce t ecru er$ ,0 Q' 4 , . Ailalternates are at th _o option of the Builder and shall b at the ... D. e on da$r a e P D i Builder' re constructed,in addition t' or 1 lieu of the s west u ed d o � 9 4X CQ D w cc 1 Iconstruction,a .1 t #ed on-Drawings. C�ca s rid ca tYp _ _- L1" LO t,hl N RC f C ' RE PB C is not responsible fo an . discrepancies. LL, O r E. A HI E "fU b S l..t. r an _ YY p# :: OD r r..Builder,&Homeowner to review aria before a start.of construction, plans e c str J OC CV LO �S Z` m REFER O _0091RC U th I Q, TH EDITION MA ,. r1 8 ED (� C TT CO `0 �_ SSA. RUSE S DL Q1F" P RPYT, 0 PROS FRONT _ U co (D TL=== f w .;. .�... 110 iUfPH F�XP�?SUR>~ B VAIN �Q�►E. D , Th Pr Architectural Drawingsre D i nod/ " _ .`n .r" " ""t i e ased . y.. a +��. . /En I ea_$ci d be ap9 ,9 r n w B l , R r .,I< .F., P . . 1 Corn I a c dh th u idi ibod, efe enced ANC A t A 2C30 , , n i F 1 i r:Woo Fr e.Construction'I�ta ua CM, for &�F rn t �. tl n s.d a�n � -a € Y 9 A W er er ,.,. . . Y1s�115 u ' July 17,2U17 ShawnP,Bisssa tte Architecture b SFB i a Y C 11 Andrea Rd. Pocass MA 0 9 tt, 255 Re.Sealed Calculations Tech C ',#.7 afu 9489 Herw ech Residence _ I 122 t 2 Poi urclrse Cove 9 _ 1<2 � corn i t.MA I <Attached , Y `are Fo e rt caieulah and a o ' a Report ons b Summary fo oast beam,an or cblu a ca xd mu It bons thatbave � PPP been prepared for the above _ove referenced project afire ren ect Has on inforination provided Slta P eP P ed wn t3isss►nette.Architecture � 11.5 1 _p by_ SP 12 e. '�Y The calculations have identified Ca beenintha job R n e Report d the dates time th ow and sin ei riothand I inmaz'Y lower 14 F hY, _ cor ner r of each sheet: 7 10 017 2 1.38: 2 PD�r w l_ Z w 5 a P $� ...,E , M umf to d t b z a a e a .and col h sari a f` Many rml d st beam cal. a aria bev rifled b referencing a applicable an within Y i n h a i s s .charts th n Y_. Y _S P \ +� ri P P r t e appropriate Hate rode c literature.These:eam an conditions v ,the product ra m on covered b span, harC1 t re may n have been PP .P A_ s c. eratu of a e be. YP , Y W f , addressed via individual calculations c,nthm this package. w U t 1 F. Each ch analysis retie ,the Tnis oat®product,depth,and si reflects d xe t canstructurallysu brt th n t. .the ei u aadssho .The YS I ct, shown,P eP PP P r ' r fessi " riser's on 1 Professional en seal. this letter verifies that u erdi the nal'es resented ca aria a c `ed.en ee m F a to c r Bi _ of Y$ F � w r� w ra ce d use code-accepted i VJ` Cti s anro d v 's.Aith " h ve. `t, duct es aloe a a no reviewed the project ect Tans or visaed-rite PI P_J bbsite we guarantee f o r-` cts w l e t the u rodu 1 me he strength rid deflection requirements as" own m he d I to t ashown t attached !iu P enSth 3r calculations rovided the in ut. odei an i ire "m d wadi correct a F F �$ c All design inf sh n` I notes andMaui. ormatton own these cuiattans ch ut r a with o dhe we diebui_o idtn I designer and/or "e facet cod to the, 'e o�Ti tl►at lace and o er ns c meet.thy. ensure ds us th_ can aPe,o a d'or sPo w h `ae f o� e h bie or the,specific ' cation.:8u11dtn tns a ors and orowhe houltli n e I ct rss de ti tit "Microllam- .. I P_ / fY L Pa l'S or be tr LS n o s VL rallam L "'hm d L marlu n Tru products r that is 'O , rS slat® cts o confirm the this letter is valid for F the products a al ;Installed: P ctu a iY _ a 1 Peas ntactmefthere are an questions regarding then sea t can a a 8 8 4S 3 r Y es att reached t 8 3 8 S& < w I"E E � Q al a wad breMel He,mam - . by Dri:c-USshNtwJ :G � Cx e,hien,e,,ou=Pr luQSuppar[ n= , ' r~ Engineav,rn=brexd Nen�ram, SCALE,1 L4—1.p emaiF DrezeLtlermarm .:erfiaeuteF.m m _ DATE 7 7 17 D A,R i DRAWN B JSM SPt3 PRO 0 D VrT ELEVATIONr-T%Jr0SV 1;; ELEVATInN REVISIONS: ' Li Dr. 'E 1•U 1�1sne 86#.i+4 tr 3t3d149 1 Lincoln suite lasrno 58 2598 west, n, 538:i ax O V j CIRAWING NUMBER rn' - : l 17'-61' 1 7-6' 7-6" 10'-0" 7-6" 1 V41 ol 4'-3" S-3" 5'-0" 5'-0" op E E O 0 U3 FLOOD VENT rn C C- ------------1,,4a------------- - C13 '\ L� - , 0 C cm ;- ----------'^-_--"-"^ Q ;-------------------- ; p ; CN126 u .0 i a. r i�Y 1 --------------------- cl u E BATH N O D, 1 11 O CLG.HT. TANKLESS WATER � 3 0 I ; I ► o; l o HEATER UNDER ' 1 1 I c71 rn �' CABINET a" 8"X16'VENTS TO BE 1'-0"MAXIMUM I I ; N KITCHEN " FROM GRADE 1 1 v U LINEN INTERIOR AND EXTERIOR o Q 1'6" 2'-6" M 4 1 ► ;. , o I °------------ • 1 , 2"CONCRETE DUST COVER to ----- a cv ; ° ; 01 1 N '� OVL7824 N J Z V 1 _II 1 1 R-, 1 , =0 LIVING In ' 3,_w 1 1 1 r 1 �► AREA w cc Ln N W C4 co Gf -- -^ ---^^" ----- ----- 1 1 4 4x8 cj)i 1 1 1 a 1 PORCH ' F LL z WV 1 '� + 1 ° 1 1 •- I OD Q CO)J 00 1 v 1 t { y lir V CD Q Q 10 `-----------------* 1 1 i• © �y� w v CV c e a • II Q II `e 1 1 • 1 Q 1 i 1 N • 1 1 4 17777777777w / 4 1 1 , i r• /Y VUjJ O 1 p ` p ------------s p ; Q cc CN34 7-0" 10 2'-2" 2'-31/4" 3'-6" 3'-6" 719 17-6" 4•-51/4' 6'-0" 7 4' 1 T-51/4" -, -� FOUNDATION PLAN {2)#4 REBAR CONT. FIRST FLOOR P LA N d .ez (3)11 7/8"LVL RIDGE a. s 2X10 CEILING JOISTS ee.p a„ 12 FLOOR BRACING p;d 12 BLOCKING&CONNECTIONS SHALL BE PROVIDED AT PANEL HURRICANE TIES H2.5A .a•� . 14 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS 14 IN THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL • (2)#4 REBAR CONT. 2X10 RAFTERS BE SPACED AT A MAXIMUM 4 FEETON CENTER.NAILING 1/2"CDX ROOF SHEATHING REQUIREMENTS ARE:BLOCKING TO JOIST-2-8d FOR el, HURRICANE TIES H2.5A 12 COMMON NAILS&AT EACH END. p "e-• U HURRICANE TIES H2.5A Z w {2)#5 REBAR CONT. Top of Plate iX3 STRAPPING FLOOR SHEATHING FASTENING W �<a 0'8 s-a _ _ 14 @ 16"O.C. " NAILING REQUIREMENTS ARE:3/4 T&G CDX PLYWOOD OR EQUAL. C� 4' °°IW/1/2"GYPSUM NAILING TO BE 8d FOR COMMON NAILS WITH SPACING AT 6"EDGE/12"FIELD. �Z 20" Top of Plate WALLS W V LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 1041 0 Q (3)2X8 NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 2(Y-0" W c/) w P.T.BEAM WALL SPACING TO BE 2X4 @ 16"O.G. w (!) TYPICAL FOUNDATION WALL d LIVING WALL AT GARAGE DOORS TO 2X6@16"0.C. oC Y SCALE: 1/2'-1 0 r V EXTERIOR WALLS = ..� PORCH AREA 60 WOOD STUDS:LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-Y' 1— W 0 2X6 WALL(DBLE.TOP PLATE) NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'•9" U) Z }— @ 16"O.C.W/1/2"ZIP WALL WALL SPACING TO BE 2X6 @ 16"O.C. (j,i F EXT.SHEATHING APPLIED VERTICALLY. WALL AT GARAGE DOORS TO 2X6 @ 16"O.C. W Q. -_----- -- _ 1!2"GYPSUM W/R 21 MIN.INSULATION. STUDS IN GABLE END WALLS:ADJACENT TO CATHEDRAL CEILINGS cm8"CONCRETE WALL WlMIN. = 1 1 BELOW GRADE W/20"X10" SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM OR TO THE ROOF DIAPHRAM. CV To of Subfloor To of Subfloor = DOUBLE TOP PLATE:SPLICE LENGTH =4FT.MINIMUM WITH 14-16d COMMON CONT.CONC.FOOTING = P _ _ ,9p_ _ V e ' 2X10 FLOOR JOISTS NAILS EACH SIDE OF SPLICE, ----__--___. Top of Foundation Top of Foundatiorl WALL OPENINGS:HEADERS TO BE 2X8 WITH 3-FULL HEIGHT STUDS(UNLESS NOTED). SCALE 1 IN'=1'-0" - -- - 2X8 P.T. EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1/2' NAILED 4"D.C.EDGES/12"O.C. 12"CONCRETE FILLED s ee IN FIELD.SHEATHING(FULL SHEET$)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. DATE 7-7-17 SONOTUBE 4'-0"BELOW a GRADE ON 28"fCS Q " p o ROOFS DRAWN BY JSM/SPB BIGFOOT FOOTING. ROOF OVERHANGS TO BE V-0"OR LESS. SIMPSON ABU66 W/ HURRICANE TIES TO BE SIMPSON H2.5A. REVISIONS: - 5/8"ANCHOR BOLT °• °' RIDGE STRAP CONNECTION TO BE SIMPSON LSTA15 @ EACH SONOTUBE. Top of Footin�c d. a: Top of Footin ' e ,y e ,,� ` ' 1!2"CDX PLYWOOD FASTENED WITH$d COMMON NAILS @ 6"EDGE-12"FIELD. '� ' : e':•' GABLE END WALL RAKE W/LOOKOUT BLOCKS TO BE 8d COMMOM NAILS ANCHOR BOLTS TO BE 5/8"AT 38"MAX.SPACING. @ 4"EDGE-4"FIELD. DRAWING NUMBER BOLT EMBEDMENT TO BE Z'MINIMUM. BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES @ 4'-0"O.C.. WASHERS TO BE&X3'X1/4"THICK. SECTION A BOLTS TO BE 6"-12"FROM END OF PLATES J 1/2" OPTIONAL TWO f O S OF 8d NAILS @ 4"O.G. STAGGERED,1 ROW IN EACH PLATE Q E E 8d NAILS @ 4"O.G. 6d NAILS @ 12"O.G. O ALONG PANEL EDGE IN FIELD OF PANEL U cU Q C0 ._ .----- ------- ----- - h_" NAILS I I I I TWO ROWS OF 8d NAILS @ 4"O.G. - ---- - tl n4"O.C. STAGGERED,ROWS 1/2"APART , N C II 11 II II II 1 I I {j N 1 II pl tl II 11 1 +=/ O II f1 II II II 11 ' 1 1 �ii E 11 n n Q)FE Zf z 1 1 I t I I 11 > z 1 ' ''""'� V w I I H H I I o w a ' I ; �""� T O. I I11u uu. 00 "' 4'a' w 1 BLOCKING EL WID t I (n E 1I 1 11 II II II tl 0 It II 11 11 If 11 3 f ; CD n n n I I n U , I I I I I I I I I I ; I BLOCKING I 1 t 1— _. —I I — J 1— — __11_= 1 — — 11 � _ 1 I 1 = = _ _ _ ' 5/8"ANCHOR BOLTS& 1 1 r 8d NAILS SILL PLATE — 3X3"X0.229"GALV.STEEL LU (D 2 0 CL r ° J - @ 4"O.C. PLATE WASHER(MIN.SIZE) [� r 6 ; I 1 1 �y.+ Z m&&0 .' @ 16"O.C. 1 4I.i ' 1 1' 0o'4 D a Aom Dbo' • c • a .^• c � VVV n i 1 1 'a ' VJ ' 0v LID o 111 w Ly. LA O° O° a 4 a FOUNDATION4 d a 4 ap 1 I 1 V.. w Z C �.. 4 a4 o a% . . 0'4 Q•4 _) x O_ CO - ; ( ; �`' V Z OPTIONAL c=r) --_� ONE-STORY WSP DETAIL FOR -B - o TWO ROWS OF 8d NAILS @ 4"D.C. 1 N Z W ��SINGL� DOUBLE SILL STAGGERED IN DOUBLE SILL PLATE 6X6 P.T.POST :__ _ ____________, 1 ; —• C( O Ch COMBINED UPLIFT & SHEAR pVq 1 ROW IN EACH MEMBER jr (� Cl) 00 O 1 wnas v In , � 1 u5 (5 a, ----------- cn w n FLOOR FRAMING PLAN (2)11 1/4" LVLHIP ---------- ----------�-_--, 1 , ' 1 , (2)9 1/4"LVL BEAM 1 1 Z ,1,1 HEN THIS EDGE RESTS ON 1 =1 q 11 d FRAMING USE 8d NAILS 6. " � r"" FRAMING MEMBER ';'� 10 — — — — {2) 1/4 , 1 1 EDGE INTERMEDIA 1 •' — — LVL if 3/8 Id W f l F 1 ; d _-MIN �In II II II ----------------"-, ' 1 II fl 11 o STAGGERED z "MIN 11 ti I I 11 mcq NAIL PATTERN N PANEL U PANEL EDGE' � n n -a 1 � DOUBLE NAIL EDGE SPACING DETAIL co , 1 , 11 II Z ----------- Z 1 1 1 Detail H H z •-- -------- ' CD � (<L ' (2) 11 1/4"LVL RIDGE Vertical and Horizontal Nailing w for Panel Attachment if Lu 11 o I1 w Q W CrY I I a. 11 I I I I (3)2X8 P.T.BEAM Il a II 11 � 11 1 ' U 1 1 1 CI if f l If ; (2)11 1/4" 1 1 Z (� _ �\ LVL VALLEY U) Z 6X6 P.T.POST ' DOUBLE EDG ~_ * NAIL SPACING `, ` 1 1 1 N O PANEL •. • 1 1 1 1 See Detail on Next Page ' ------------- (2)11 1/4" -- ----------- 1 SCALE 1/4'=V-0" 1 1 LVL HIP ; ; ; DATE 7-7-17 Vertical and Horizontal Nailing ; ; ; DRAWN BY JSM/SPB for Panel Attachment 4--------- ----------' REVISIONS: =6X6 POSTS DRAWING NUMBER ROOF FRAMING PLAN MEMBER REPORT Lew!,rk-Flush Been PASSED y �p MEMBER REPORT Lev01,R-f:ridge beam PASSED �!F O R T E 2 piece(s)1 3/4"x 9 114"2.0E Mierollam®LVL I„'0 H T� MEMBER REPORT Level,Roof: 2.0EWy Benin PASSED O d �- �. 0 O 2 piece(s)1 3/4"x 11 i/4"2.0E Milxollam®LVL 2 piece(s)1 3/4"x 11 1/4"2DE Microltam®LVL Overes Length:7 T Overall Ltxlm)h tE 312' Overall Sloped Lerlprn:17'1 13I78' fJ � U Q N Li � � c� m a I] (J Oj NI loCatlons are mmilued from llse outdtl Fate d ldt support(ar left candleve,end).All dlme10ms are hJlzon[al.;dawirg Is C-plual AA lomtip,3s are measures non are outa,de face d Ida suPPort(dr 1M tannlewr end).AA dhnen�ms a.e twnm,nd.;Drarwrg is emtephral t , � � N lordlivrls are measured(tint the a,L k,fare of left support(u Idt CarR4-end).NI dmen5ions are honzmlal.;praavvg is Cmcephaal D Rasaits �r OlArprliw As..lr lllu t Lw teen rweerbn(M4re) sw- -1 V Hamee Tree:Fluty Wain NwDs Amrl@maw Mloares awu Mr teak haraaeaw laMsml srn:Rmf U (ysy((s A 4al I lavaYw slsa�al s..lt tOr Lead:rwsireaw(ldlw.) Syshm w.er Member Rradim Rbs7 2526 @ 2" 5]W 12.15'� Pass d(M96) -" 1.0 D a l.7lr:N etc) -- s use:Revderod Member Reactim(Ihs) 1 WS @ 2' S23e .5:1') Passel(19%) I.a D+l.D 5(N Spans) r4drSr Trye:H,ae Baarn Member Readlon Ibs 3167 0 C. 8(IBl 3.Su" P vd 1G% - l.0 D+l.0 L>•NI nrmnu TYx:Pusn&am 51-(Its) 1575 @ 1'3/4' 7669 Pa�M(3i% 1.25 1.0 D a L3 Lr N St..) a'"k"s Sneer npy ]ll Q 1'tt Ic' e673 Passim e"alnP 1Aa:Raamoal Li cz M-Sh.Qbs) 1566 @ it'It'- 9352 Passel!i7% 1.75 1.0 D♦1.0 Ir WI Spine Budarg u«:Resdeeda M-t(FtrAa) 5419 0 Z 4" 14005 PMsed(39% 1.25 1.0 D+L0 Lr(N Spam aradxr9 Eade.®C NN aAa"g Ddz:IBC Saw lNe l,Nd Dem.(h) 0.078 0 4'3 IH" 0.39a PSMd 1J999+ - 1.0 D+1.7 Lr`N Spam D> Med�veorvgy Aso Maenad Rohs 1825 0+41/8" 18558 Paned(10%) 1.15 1.7 D+1.0 5(M Spans) /'1s Mmnerd(R-HIS) m a @ 13' 20171 Passel(19%) 1.25 1.0 D+1.0 Lr NI ) BWaa9 cads ®C lam - love Lind Eofl.(er7 U.1114 @ 4'10 5116' 0-W7 Passed(11999+) I.3 D+3.0 5(NI SPam) Daas^RA"dJaev:A5D V M 1pd Deft.(in 0:0-3 @ 5'11 1 20171 passed,19%)+ 1.0 D+1.0 Lr(Nt raedgre Mepvdalogy:And Tale!LUPO Deft.(h - 0.151 0 4'3 5/B' 0.463 Passed L/733) 1.0 D+1.0 Lr'N Spam) _ _ TPGI lmtl Dad.Ne ].060 @ 4'lD t/2" 0.598 Passed L/999+ 1.3 D+lA 5(NI Spans wmbe SStn:...A, _ TaW Load l3eN.Dn) 0.112 @ S 11 314° 0.647 Passed(I J99'9+) -- 1.0 D+1.0 D(Nt Strata) ltenbe van:WI! "pelkcmn nova:a(L/:mr7 and n p/t4u). Dtn:dan naeN:u(1l36a7 aA n'Vz4a). - ._ O •IlellsLm rx"w u(L/xo)ad n(yz4by Tao Fdge B'adrg Iw):tan a.mw�r+,na"rwsl be ma c x v s•an urd�aeuafe,uww.,e (W}.Too U gam,Edge Brarag flu).Bondn tanpm+Mm Aa<mud N armd at a s"ok users drbxM aUeawla. iup mpe&adeL ca,Mndlm,edge mot W hxA d l3'3'an unlvn deabA dndws�. 3 /3 Tin Edge RedrAl W):Top[veyrcabr,adAe msG M-4 K]a Y ok uekw debWd Nerrve •BoOun W,,Wa6g W}Bsaarse<"eTresaM Age rmut M Graced tl I3'Y nk ur,l,x trneaM ue,uWse. - �✓ BJa:m Edge Wapn9(W):BPlbm cmwesnae edge must M_bas0 a ltl'L'Ph riles en-aika maewrY. sYllli Lrsamltw�ta plat v to c Laa6rraswas past � (z -N3Ibs,yI1R at support Ir IN'.51raPpvg err Mar rap'amt may W�apulwd >AIPVasrf Ted Awsalb Are�r Dar Taal ArOrwriw Tend .aaeaer bLa.ad err �� Tied ltwwrY '\, U {aaetbsoENb(ft) I.C"Mm-3F 150" Z.ZS" 15m 1708 l92 1319 SIKRaa emrd 1-&MAelm-iPF l.w' 3.w' I_SI" /7J 5Bt aa[Iwp �1,,,5/ n1s tun dy`y T� ems` �r r� �� ]-edumn-SPF x50' l.n" ]W NO ]ai 4N 1016 ]tKaan Bopd Z Marq.v,111N'SPF bav„ lw^ 12ngerr 1S'l^ Yi6 zTs sIT See r"tr' /y� 1-('yawe-SEE 1.50' Z.ZS" 1.Sp' S81 7aZ 1]95 11K Ron Omre •win Nerd aasuTAaurry aM btic appYA anvry a67.e H,hyp2'Ag the mm,her 6ehg tla¢.d. •Oblmg Peneb arc A"orryrobda arpaMMedfy ebdrt eeem eA tle lull bd BaPaamwae mn,4n bdeg bvpned. - `l .a rmpv arnPea.pee Taal Ramp amerrvm d erard stye wan d the ma<nalaa is s,lAaduN ere novas 2-Liam-4F l50' lSr IM4 1723 3167 e5ee cmwalor lPd Afxa Naeaaw aMnaem aMMrep.mw�K Trod- OW Mllw Waalllea 3-4aaarxe-SPF 150' 3.Sr l.w" 36 IM/-2® 144/-343 Nine LesAs Lawawrf@r) Itll► /e.Ml p.ee) �r.uf tl-arrb TIa arlsEi •Rine eats v,wamA a may M L"da arplde evxdv ab,we 2 brlaadtg wa reame"xirg myned. 0.OW WegM r0.Fl 11/4•ta4531P N/A 9.4 Olalard Ma,/d awl TwfYIY tom lwYa IraaaWll�lY AwwaalM 1-lalluae lPOEI lt"aT(Farc71. 13.1 4o.p Aedelia-Barg Z-sac•.rsox�t Harper tNA610a p36 NIA 22-Ibd<dn,eem el6d dauae strut TA1Z 4np TrMer1 Ilwd Wwd!few L hwm. Easels !ewer(Wa) IIIIIIW (s•M) saw-v.Lass Cera,Nr4 a.PJJ tut T P(Frmry NIA 14M i"23 doge bmre,5uppart n�wT Par sew. o-Beu VrwNx P'LFI I1K to ld'31fi" N/A 1Ls /� Lands satlau(re) sssA (eon (L1e) farearwtb -lhsorn,IFSF) eta lr 317T 1SJ 2J.uWWjWftWAAW Naas I23)wftArwaa,reewsiw,Nimr,n a-s•a Wugyx VLFI O[v 9'10 WW WA tl.s NOre{ 6 6 Rwt-_.- -- (0)wsfArNAes[raRrsFev uatwirv[ wy d¢sla�,re"m�Y OMr wrrxM�elaled a lne sdM1ere-lke ofa�a wRvwa +,te,ded to mrwx Me rr.�tl b a dwY, `VY'' t-Teawaa iRF) P[a 9'to Wl6' n/A a 1.u u I)31- WeyraM1aeusa warwnlawxwe vnrgdwpwdxa Mll be In acmNar[ewNM1 Wtycd,aeana padat drape sahla and l"tlLNA design wlua. YY pufea'uml as 4--by lheaWwMYhainu lunaakLLn.ibeduYunx Jreurd.hrMe,xhm ervapaeihletu assure tlet tlrla mlvYAmb texts*vr.e„rw n We'phaeuw amdsly d.l,.s am M,a wrtanraa rtktx0 to dw selMae<.use of Nis mnwre,z nJ IntmGd[o nrcymvm[the win ry a desgn [vinpetlhk MN Ne aAmll pm)M.Aaasxde:wm BonM.IsrNlg Panels aA Sgrrnlr sods)ern nJ dadgnA M ink mAYere araeseO memnxwrM d W � pNesdual as ddarm,rrA bld,laWtdly ladrg JurdYtiun.lhe datipwu1recud,Wilde err bamarer gasslhkluaswra tlld MuraloAaum is WeyMaeuva atllmte arc NINp.6 cenNAaersaua Wu, ebdards.V#yaNarsd FignecM l.e I- laotlum lase peen I-P-,hV ICE ES -PoIkwed Ne-A-1- 1 -Aarsseks lRm BmM,Bbdeng PamdsaN S9,esh wocXs)ertr,vt-I-bl Nk sJMare.-ups manuae'hrrcdM uMr arnnlW repots ESR-1tS3 Y,d ESR-1307 end).Mted In acmrdanse"M ghable.11 sbnOaNS F"rYrrerl md<waluanen repvK,weyarNeuser uuu,-Nat Ne�angof,Pm,r�rdai.arm,darcereia wele,l,aded PA,rt.fadp�na¢ia an,I pJisl,A hagr'dues. �a� WAUQ rAsaMa ane,egauabw dbila rddtu wrAv.wayadwA,us.o/ahaadp,rduNputwvd4ibmy_ Wenflxdrxer erPresdy dscblms anY rd,ar warrarmes r2atrd alN sdtware.IHe dlhk edlwre is mtlMmdAacKmeveW he,xxd Avadedgn a 1 weraNd,va faoltiet ere e.W tvt 05lAta vadanaae lmnsby starOarQs 1'kprnaww mglrwdM Umber Rudutla luvebemev.u,durlec FS pmhaorW et d<[errwad MVee e,Ahartry nrrg NddvaJe.Tne deewer ofr¢"E,bWaaar Nma arapomlbk to awufe aettN rdplWonK V ,ndertxweiW ryorls E91 IL53 and ESR-1363 mdNrleted,n ectarbrrtt rnN applRahle 51119ardarr/..Fa tvmmlcAe esluean reports,vAye<laeree lire PPMA't aupimGorr.irpq desgr,ba�.dvnewers andnmvt u4xmaEpn Ns'al-pvweA by Farh 5vR,w,e OPinbT c"rpnulM Mtn tt,ew<nY lraJrH.IaAwsa fRlm Owed.B4atlMgf9rren ard5guan artle)are rN desgred by Nk soaware wudbamwulxWrNffi praduS lladw<arrdeeaWtrm dash ref¢rWuww.wnerl,aarur.mmlrmrdnduRs/dacaarrmtLbarv. -_....- -..-._.__ \VcMreunecfetNAJo xetl,MpwtytMlaMmama,ratlesautrl.udrds.WeYMeeueer figdmed�anber Praduds new bin evdrutA by lCC6 The Pradsct apbaam.Apo[deAp',bedi dmerri/.rd W Wm ulmnadon Noe hem pmAdad Minh sollvaae t)pdatar order bdeMd«PI61St-I163 ar,d ESII-13n ardAx,>9A k araadaece Wr apvl'mk Aslat da,dadr.Fa arras mnc ngluatlore reydti VAryeRuwa aeedud Mhadve and weamm OcWs rde w wwAaave,adeer<ranMuM,d[NU,yrtxfnNva1'. _-...__ -___._.. _ ll,e Pradtl a14,#atlm,Npl dnyr load;4rrerrRorn asp seew,t Wmrratnn nave hem PvAded M forte SoRrae Dpaam VJ W cr (3 N W � aH o m 0 Q co U Z �11 JFi ' 711 01201 7 1:30:12 PM ` W Ilt ru,u,son ow w Jobsaaa 7110/201 7 1 30A2PM „ � r�„rR Fute v5.3,Desgn Enylne V7.0.0.5 nenaem:.vearrx Fata v5.3,Design Engn3e:V7.0.0.5 d `n 7/1012017 1:30:12 PM Ir, Prwduw caw page 4 5 vJ He-k..4e ;.sdn)4esaw, c:,ad,w. U Q - --- ---- --- -------- Fore v6.3,D-gn Engine:V7 0.0.5 y,pe- Pa go 3 of 5 ��L sty [ lrexv#d Ru.dmo< e,ran nadrne .mr LU A,U ,.a ,ze Paaa Join co... Ln Hervveek.4)e _-_._.. _.. -_- 0 _ _.-.. _ W � K1 (5p01 eS anti :wax Nn. d,.me@arJen.rw.bwm Amr i Page 2 d 5 � z Ly r��//•s l s" VJ W it F 0 R T E MEMBER REPOR f Level,Roof:HgWmiley Beam PASSED 2 piece(s)1 3/4"x 11 1/4"2.0E Micrallam®LVL Overall Sloped LetgD1:1T 5 3/4' 7 rr BA9F- rr N b b-are meawrd Fran the aWe fate or kfl aupput(u kft "l-ed).AII dma,5im5 are h...to.;Drawng a Caltepheel ilLsults -@Laraawr asewae paeanI LOr tar:o.ee.tlw(►dteat) S`�- - Menlher Reaction(L)6} 1419 013'S 1/4" 3938(1.50') Pa55d(36%) - 1.0 D+1.0 5(AR s) Mmba TWe:R Il Bins" 5lrrar 05s) 1159 0 12'8 1/16" 865 Passel(13%) 1.15 1.0 D+1.0 5{Nt spans) W,ldiry u+e:seVdenNl Msmet$(R4hs) 32"a 8'4 1/4" IBs58 Passel(IS%) 1.15 1.0 0+1.0 s(Ak spars) addvg Cde:1B[ZBu9 Ltw Lead Def.(n) 3.0910 7 8 11/16" 0485 Passel(L/999+) - 1.0 D+1.0 S(AK Spares) D+Sgrr MeneaeJaer Aso Tot Load Deft.(in} A.058 0 0 _ 0.293 P cud(1l(/9Z) - 1.0 D r 1.0 5(N[Spam) Mews Pam:a.+4/12 •13511robe p ;LL(L)360)and TL(L/M4 Waluu,ul L 1,gibe;.:IL(1V35u)and n(-'). •Tap Edge Br-q f W}To R' must w bated at 16'6""/c udess dc411cd JhnMa. erim,Edge Bang(w):BoNm comp�on ebje mull 6e hied at 16'6"o/c mee dda MI II,- awrEne -o1wto Yggwb Total ao-a". Dar !row TMN ALuww- C) t-BtvJA Plate-6PF 1.5p" ].50" 1.A)" 384 164 B48 BWrkn9 7 Z-Harper en J 1 114•SPF beam 1.SU" Herpes .so- 5& e3a 14t9 See mla s ( W W •aod]rg vaned are asswrad a terry N loads,plkd dl dy above them and Ne fug b d is appWd a hw I,~heap delpned. r , •n Harper wgfvra,Ue Tab!O,svAg enraaoe a eeual to are r,idN d are-,,ld Brat k arypanrg ma naegc v -'See Cvnaetln V,lreMvfa addrWre>IW-.Ned/m reWrmwM: Z/�/,e�j cplrESCOpr.ants -TN CaMEsltprs 1 ' O(m+ saeeMt Moll s.etalrsar Tee sear ranLbsa H-e-Ells Wprar.aw W a 2-fasx NaaR Mangd IIH1151011 D36 3.W" N/A 12-1(d manor &id dvuhk 4es! LSTAl2 Strap T1Wlroxrl Doed 1111W Laws g. 1s)ww.(a") vrm ("A" (1. CdrrrlrrM4 p Sd Weyln(RF) p tv 13'51 N/A 11.5 W t-T-oJW11"1 ua('s" n/A laaN.s Wua K.S ( ,fis+"Ruuf W W cca Ta .,IU) 1'Sto 13's1K N/A LLaa 11127 LLpb 2l'J.1 Gm 1fiwn Rmf ww"Hwaluor mobs ___ IRN SuSTAINAa3 rnRFSFHI INITIATNE O Y e� Weyedae,sser r.mn6 ttra the Ldrg or hs pvducts sdN N h armdaxx reed Ili--.-6uly,nibs area PuldCed-,n wove: VY• � � �`` wavedaaa„ar myrea+y ela.anc am mra wanades rekad m e,e adtvme.lJ,e drub"dlavae rs nor aaadM w clmrmwrc me need ro.a amye pdawbr.as 4armrteed b'I nee auNexey laAg)sx+smc+M.The Bm d 1-6 Jr and,hlMe mfrenn A rtspw...ry mwre tfa[Nk nhrWtbeis emnpalae vJm Ne ov d uroka.Accxg'ade51AM r4 Bb<JdrN Parck an0 SM,asn Na45)Me n>d<L W ueh sdnore.PraEuca ne.w,W llX al W WaYedaeuser bclwu are Il1153 ¢4lkd to baaMc ly+oY sddastt'.WMrbasser Er,gb,eerm Lumber R"drMs nine Gene enYcetrL M ICL Es ly4r¢[nnlul rcpabs E9R-1ISl and[SP-tb7 aM/ar[csk0 h xtu&rce wTn alalkaae ASiM dandaMs ip anew cape eAaluabon reverts,weyaraelner saw Weave arq trsaaalan details Ma tP rwvw.wevMuausar.com/vwadprpdu[bppcumwet berry. The PrPdlyd appffi n,byes dmgn b,&,dowlndus and atypwl Wanaetlm haw hwo lx a M Fo,e SaMare Opeaa Z W s.- 0 = N 0 �- U 711012017 110.12 PM SCALE 1/4"=1r•0" e.. a Pone v5.3,Design Engne:V7.0.0.5 een M Pager 5 of s DATE 7-7-17 DRAWN BY JSM/SPB REVISIONS: DRAWING NUMBER 0 E E O O U U Q to U C a) Q 8 Uco i O 3 0 a� 780 CMR: SLATE BOARD OF BUIL.DhNO REGU ATIONS AND STANDARDS U Cz APPENDICES U Loadbearing Wall Connections 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS - Lateral(no.of 16d common nails).....•... (Tables 7) ......................... 2 THE MASSACHUSE TS STATE BUILDING CODE Non-L,o'adbearin '— g Wa11 Connections Literal(no.of 16d common nails)......... (Table S) 2 AWC Guide io Wood Constauction in High Wind Areal;110 mph Wind Zone • t$ p - Load Bearing Wall O m (record I t o in but check all o nin for con liana to Table 9 •�-'- Massaeiltust>lts Checklist for Compliance(78Q(:MR 5301.2.1.2)' - Header 5 ....... (Table 9) ..... 8 ft 0 in.s 111 p Parts.................. - Sill Plate Spans ....................... (Table 9) .............. 3 ft 0 in.s I I' -� +Q Check Full Height Studs(no,of studs) ..•........ ('fable 9) ....................•.... 3 V Compliance Non-Load Bearing Wall CVenings(=ord largest opening bur check all openings for compliance to Table 9 Header Spans.._...................... (Table 9) .............. 6 h 0 in.s 12' 1.1 SCOPE Wind Speed(3-sec.gust) .................................................. 110 rttpl[ — z Silt Plate Spans (Table 9) f[ 0 ins .2" Wind Exposure Category .... .. ............................... ................ B _... — Full Height Studs(no of studs) . . (Table 9) 3 ._J 1:xterior Wall Sheathing to Resist Uplift and Shear Simuisarrentsiy' Q y2 APPLICABILITY Minimum Building Dimension,W CA Afumber of Stories roof which cxcecds 8 is 12 shall be considered a Nominal Height of Tallest O rn .............. lY 2 LO (t s1oPr' sue) t; Pen gr.................. 6.8,. 2 Ytdes s 2 statics Sheathing Type..................... (trots 4)_........._..•.......C15TUOSB L1.1 12 s Ed a Na Spacing ...................Cr ate 4 if ....... CVRoof Pitch ............................. (Fig 2) .................. _ Mean Roof Aeigbt ........................ (Ftg 2) ............_...... 14 ft s 33' I field Nail Spacing ... - ........(T ble 10)..................... - ui. — O tb Btuldmg Width,W .......................(Fg 3) ................... 17.5a s 130' i Shear Cunnecton(no.of i6d common nails}(Table i0) ......-._.............. 3 (� J Q fib Builcting Length,L ...................... (Fig 3) _................a ft 4 g0' Percent Full-Height Sheathing ..._..... (Table 10)...-......._............ 68 elo � O z Q N Buzkfinig Aspect Ratio(UW) ...............(Fig 4) .................... 1.50 s 3.1 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........... — t .... Nonrittal Hatg�it of'1 eMst t�peniag� ..........�g 4) .........,. s 6'8" LO ._,,_., Maximum Building Dimension,L Q LL z LU 'T 13 FRAMING CONNECTIONS Nominal Height of Tallest Opening'........... <6'8- — Q O (n General compliance with framing connections... (Table 2) ............................. Shcathirg Type..._...._............. (note 4 __ Z t;10 O Edge Nail Spacing ................... (Table 1 I or note 4 if less) ......... 4 in. LLI Q oZf Q L LO ... 21 FOUNDATION Field Nail Spacing . ...............(Table I 1)...................... 12 in. Q V Foundation Walls meeting requirett>m a of 780 CMR 5404.1 Shear Connection(no.of 16d common nails)(Table 11) ......................... � — 0 O Concrete .................................................................. V Percent Rill-Height Sheathing .......... (Tablell)---._....................37 g, Uj — d Concrete Masonry ..................................................... �_ 590 Additional Sheathing for Wall with Opening>6'8"(Design Concepts)............... U) 2.2 ANCHORAGE TO FOUNDATION" Wall Cladding Q W*Anctwr Bolts imbedded or W Proprid"Maul Anchors as an alternative in cotrerate only a for Wind peed. ....................................................... Rated S � Bdt�lseieg-pas1..................(Table 4) ............... .... 38 trL 5.1 ROOFS 9ak SYiecistggtnttneran3fp�tof plea .......(Fig 5) ............... 6' in-s 6'-12" Roof framing member spans chee'eed? (For Rafters;use AWC Spar,Tool,see BBRS Wtebsite) BdtEmbetimmt-COoatek3. 5) 7" io 2 r � Roof Overhang...........................(Figure 19) ..... 2' ft 5 smaller of 2'or Ll3 (Fog 5)_..... • b �.� Bob Embe�ra-ttl mem).............. (Fig 5) .............. . in•a 15" Truss or Ratter Connections at Loadbearing 1Na11s Plate Washer ......., ......... (Fig 5) ....... Proprietary Connectors 3"s 3"x Si" Uplift (Table 12).................... U=230 If 31 FLOORS Lateral ............................ C1 able 12).................... 1r 17p 1 f Fkxx framing nrerrrber spans checlmd ....... (per 780 CMR 55.00) ......... .....,. Shear..............................(Table 12)....._.............. S=77 P if Maximan Floor Opening Dintettsion.......... (Fig 6) ..................... 12 ft s IT C Ridge Strap Connections,if collar ties not used per page 21(Table 13)..._......... T=130pif Full Height Wall Studs at Floor Openings less than 2'from Exterior Well(Pig 6) ............. SZ Gable Rake Outlook er .....................(Figure 20) ...•-- --ft s smaller of 2'or IJ2 IvlaxirinmFloor Joist Setbacks Truss or-Rafter Connections at Non-L oadbearing malls Supportlnj I.aadbeamrg Walls or Shearwali . (Fig 7) ....................... —ft s d Proprietary Connectors Maxirmtrm Canataversd Hoar Jomrs Uplift .............................(Table 14)......_............. U= 417fo, Strpportxng L aadbearing Walls or Sheanvatl .(fig 8) ..__.ft s d Lateral(no.of 16d common nails) ...... (Table 14).................... L=176 lb- Flow Floor Bracing at Eadwalls ..................(Fig 9) ............................_.. Roof Sheathing Type ......._.............. (per 780 CNIR 58-GO and 59.00). Floor SheKbing Type ......................(per 780 CUR 55.00).................... Roof Sheathing Thiclmess . 1/2 i z / 6" LISP_ n. 7 1 —y Floor Sheathing Thickness .................(per 730 CUR 55.00).............. in. Roof Sheathing Fastening .................. (Table 2) ....... .. _ -ad Floor-Sheathing;Pastening ..................(rabic 2) 8 d rra ls,at S'n a*112 in field Notes 4.1 WALLS 1. This checklist shall be me[ in its entiretY, excluding the specific exception noted in 2, to comply with the Wall requirements of 780 Clvlk 5301.2.i.1 Item 1.If the checklist is met in its entirety dicn the following metal straps i`i dbe 9'-10' and'hold downs ate not requires per the WFCvt 110 mph Guidt: Loat�miBsMlis...............•.....(Fig 10 and Table 5)..__....... � � 5 10' a. Steel Soaps per Figure 5 �woills .................(Fig 10 and Table 5).._..._ ...qL_jnR s 20' a. 20 Gags Straps per Figure 1 i 'Wag Stud Spacing .. (Fig 10 and Table 5)....... 16 in.s 24"o c. Won Stott Offsets ........................(Figs 7$8) ...................__ft !Lc. Uplift Straps per Figure 14 d d. All Straps per Figure 17 42 E[TMOR WALLS' e. Corner Stud Hold Downs per Figure 18a and r figure 18b Wood Studs __ 7 Exception:Opening heights of unto 8 ft.shall b permitted when 5%is added to the percent full-height sheathing - P P� g g 1_oacibcaring walls ......... (Table 2A 6 - 9 ft 10in. requirements shown in Tables 10 and i 1. Non-Loadbearing walls .................(Table 5) ............2x-fi--_k ft-JDJM 3. The bottom sill plate to exterior walls shall be a minimum 2 in.nominal thickness pressure treated#i2-grade. Gable End Wail Bracing' 4. a. From Tables I gard I I and location o"wail sheathing and Building Aspect Ratio,determine-Percent Full-Height Full HeightEadwall Studs...............(Fig 10) Sheathing and Nail Spacirg requirements WSP Ault:Ft=LAVsh ................(Fig 11) ................... ....ft a WJ3 U Gyp—CeiImg Length Cif WSP not used)(Frig 11) ..................... _ftft a 05W Z w w and 2 it 4 Continuous Lawail Brace @ 6 fL o c._(Pig I1).............................. ....... is 1 x 3 c Tmg fitn*strips:0 16'spacing trim with 2 x 4 bioddttg®4 ft.spacing in end joist or- bays .......................................................... z 0 Double Top Plate 12/28/07 (Effective 111/08) 780 CMR-Seventh Edition I05.5 Q Q � Splice Length......................... (Fig 13 and Table 6).............. 4 14 Splice Connection(no.of 16d come ion traiis)(Table 6).....................•....., w w LU CD 1054 780 CMR-Seventh Edition 12/2R/07 (Effective 1/1/08) Y 0 Y � Q w Z � U) 3: zt w Z) w °- p = N 0 r0 SCALE 1/4"=T-0" DATE 7-7-17 DRAWN BY JSM/SPB REVISIONS: DRAWING NUMBER „NI F O RT E MEMBER REPORT Level,Roof ridge beam PASSED r3 IS 1 2 pleee(s)1 3/4"x 11 1/4"2.OE Microllam®LVL �:O R T E MEMBER REPORT Level,Floor: Beam PASSED O 2 piece(s)1 3/4"x 9 1/4'2.OE 0E Microllam®LVL U UO Overall Length:16'3 1/2 Overall Length:9'7" � -n as as Q d - - - d 0) U U 12'a irz" s g' +�+ a © a o o a All Ideatims are measured from the outside face of left support(carleft cantilever eri dimensions are honzontal.;Drawing is Conceptual NI lorabons are measured from the.outside(ace of left support(or left oleoer no end).AII dimensions are h since.al.;Drowing is Concepmal • n Resun s Ad d is lmtian ARawad ""i LDF tAladI Combination(Paltam) srstern:RdW kisisks Actual a Lrsowtla Allowed Radt LIMP Lad:CaaMnal(Pdtaeen stem:Flow �••� Member Reaction Its) 3167 0 13' 8881(3.50") Passed(36%) - 1.0 D+1.0l r(AII Spans Membec lyre:Rush Beam Member Reaction(Ibs) 2526 @ 2" 5709(2.251 Passed(44%) -- 1.0 D+1.0 Lr(All Spans) Mmba Type:Rush Beam C O Shear(Ibs) 1566 @ 11'1 t• 9352 Passed(17%) 1.25 Lu 0+LU Lr(Ail Spars) Budding Use:Resdenbal Shear(Ibs) 2505 p 1'3/4• 7609 Passed(33%) 1.25 1.0 D+LU Ir(AN Spans Biding us; :Pe Ikl oral Moment(Ft-Ibs) -3740 @ 13' 20171 Passed(19%) 1.25 1.0 D+1.0 Lr(A8 Spans) Sulking Code:IBC 20U9 f4weM(R-Ibs) 5419 @ 2'4" 14005 Passed(39%) 1.25 L0 D+1.0 Lr(AA Spans) BWmNg Code IBC 21 a) Live Load Deft.(in) 0.ati2 @ S'11 718- 0.428 passed(L/999+) -- 1.0 D+1.0 Lr(Alt Spann DeMpo McMncho :ASD Live Load Deft.(in) 0.078 @ q'3 1J4• 0.3as Passed(L/999+ - 1.0 D+LO Lr(M Spans) Uesgn Methoddogy Aso Q Talent Load Deft. n O.u2 D s'113/4• a642 Passed - Mmnher Rich:unz Tdtal toad Den,(let) 0.151 @ 4'3 s/e' 0.463 Passed(L/73.3) _ L ( ) M999+) 1.0 D+1.o V(Alt spare) •Ddledbon aaena:LL(ON)and TL(L/2401. •Weschon conerla:LL(1l360)and TL(L/24a) ^' N U Top Edge Bracing(W}Top coaWass se edge must be braced at 1&2"o/c unles,detailed ptrrerwise. 'TV Edge Sea-(W):Tar,cwwresdnn edge most be henna at 9'5•o/c anises dehi W1wswise. Sol Edge Swing(tuy Bottom compression edge must be braced at is-r Ile unless detailed otherwise. '-Worn Edge&..no(W):Bottom cornpr es-edge must be braced at 9-S"ok unless detailed otiu,w se. -243 Its uohft at SV IPI 1&1/4".Stapp„g o,Whet reemilot rimy be,equlree. arid triad bSappwbtba) aria, laa6 b S."Pli Rw) &lppOrta Total Avandda Raowird Drlad p- LRiw�a Trial Aeannnuaaria supports Total ASraiaYe Ragndrd Dowd R*" Taw Acraonia t-Cduron-SPF 3.50' 2.25 L57 123a 1 192 1 1319 nig l l/4'Rlm board LWa 2-Cdumn-S. 3.50' 2,2r is'. 449 192 404 1036 i list"Rim Smrd 1-Column-SPF 3.50" 155" l.w' S33 ]02 3185 1 1/4'Rim Board -IUm BmN,s aswmd b orry all bads apPl d dretW drove R bvensa ng rim member being designed, ------ -- _ 2-Cdumn-SPF 3.SU" 3.511" 15U' 1444 1773 3167 None 3-Cesuil -SPF 350' 3-W 15g -35 144/-2m 144/-243 None •Rim Some is asuuled to larry IN Iona ....__ .....applid ans71Y dhw.e it,bYDa®hY Ure men8a brig dnsauud. Dow0 Pr live bd ilea LDade arena(she.) Width leap (Lilo) a.eor 1Jm cm.wwnta D-SNI'we,gM1u(PLFI t h4"to 9'5 3/4' N/A 9.4 TNbat h Dad Aool 1-. 1-Warm(PSF) 0 M W 7'(Fore) 1' 12.0 goer _ ResiderRia'-tide, LDRf15 LaOtla(Si IAHeDn (0•fR) (eearew,seep Gpmnenb linkedRpgf: CD 0-Self Weight iPLF) 31/4"to 18'31/2" N/A 11.5 2-PdW alb) 2'4'(Frmt) N/A t4M 1723 4 bra',5uipwt 0 Lo It 3 1/2" 2 1-Un,fwm(P5F) T 6'6' 15.0 28.0 0.oc4 J M1aywtmmmw hods (ry)wsln,wale roXEsrm m ffuu- Q z tVOlet susTAINARr raXsstRr owrwrrvl Weyw`sss wales-char the string d as iaoesat will b,in awwda nne wah wayernw. product design ottena and"Ished design values. were sseuser eke-sh,disdaims wry other yaerannee ollmd to Me sof-e.Use of this s 1 e is nut iniended to omanvect Me reed roe a design `J Weywhawsn wanards Mat the suing ter prdueta s,be in aamdame with Weyer haeusa voodoo design dent is and published design farad. WfIee real as 6eh I'M by Me wrowhy hating iwadnalro.The designer of record,bullde,or Kamen Is respomllfle m assure that Mis ralalatlon Is 0)Weye professional a dK essay disclaims any other warrantee related[o Me software.llu d Mrs software is not intended[l ou ahau that need for a desgn o pad be ova,Me overall PI Accessories(Rim Board,Blaclog Panels and Squash&ads)are not designed by tho worme.Products manufactured atccure V'^/prdpab ble l as d hermind by Me authority hating)Board,Blocking The Panels n record, Blockold,or leema ie igned by a to assure that Mist mlahm i Weyednacuser radlldes are Mbdparty nrtlfk'd to sntak able forestry standard.Weyerhaeuser Engineered WnMer Products have hees,evaluated by la Fs ly rJ J WeWthibeu el Me overall pro)ect Accessories(Rim Board, harking Paned and Squash Blocks)are not designed by Mis software.weer eProduct,mated by Ind M unde,technical rePwts ESR-1153 end ESP-1387 nod/o,rested in accordance wah applicable ASTIR standwd.For purr""code evaluatbn ,Weyehaasa l edemNONtlea ES MNd�pa d amftd m ab6or des a finely srarndafds,applicable Engtandad LumW ren�w nave been evasksrb d try ech eu pradal Nerabre and Installation d.4als refer b www weyanaeuser.mm Ierary Via,[s.Wrye,hamser C L ,! under toff iasb,epwls ESRlatow and E here 7 real/or festal In a�W ec w,L,kluds/hie A5T14 standards.For ahem code evakution rryuts,y9eYeri,aeJna support Mvoaprnd bee provided by Forte SOMnre Operator LijO T praiM Idaaue oral vstaLahac dWa,B rid"tpvw„r.weyawasa.mnr/wdo�rpdrm7danm.rt-tcrwY. --- ------- The prof.awhirallon,InprAdesign Nwa,amenslm,ad IrrprrnNtlon haYebeew e a � Tho praaA1 apFaramn,Inwt assign Iona,amenderaX aria sepporc brWawlm Iwve Izen tawnd by Fata w11.ne E3peratar ..- O J Q 00 U Z D N Q LL z W C 0 ZCD ❑ off CLO Fn0 O _ w � UJ Earo" aa..amr Jab Notes 7/10/20171:30:12 PM W Fora sam.u. eon a-::,crane H,oweek Zsiv � Fart.v5.3,Design Engine:V7.0.0.5 Q op•nt"r Jon,Nalea 7/10/2017 1:30:12 PM ad,ne::,a,�uy see LLc 122 PN,akcpan Cove Herweck.4te Fa g Engine:gte v5.3,Design En i V7.0.0.5 (Sa6''95-2rat cwaw Marvel Shawn Bisspnelle Residence :t",;,,Af,a,;,oaerhrebyapb.sonr Ardmepmm by spa u.c 121 Pl le, kam:a.a Herweck.4te Page 3 oil5 (50.1495-2881 C'net fun - shawT.A3Jemhdmiirabyspin cur, Page 2 Of B %9I F O R T E MEMBER REPORT Level,Roof:HiplValky Beam PASSED ;�+F O R X E MEMBER REPORT Level,Root:HipNalley Beam PASSED' 2 piece(s)1 3/4"x 11 1/4"2.0E Microllam®LVL ! 2 pieces)1 3/4"x 11 1/4"2.0E Microllam®LVL Overall Sloped Length:13'1 13/16" Overall Sloped Length:IT 5 3/4' B.NF - IN 1013/1C 171/4' dri7nrAa Conceptual l.;Dravang is Coptual All locations are measure from the fro the outside fare of left support(ter left cantilever en w d}A11 dimmstans are homontal.;Dramg is Conceptual All lootions are ensnared from the outside face of ten support(or ten cantilever end).M r&nersias are h D Rsatllts Arend•L.oAle. Yaa.d Ilaall ins teed:Ts datlm(Pea w) systa :Rod RewIN ACWd•lgotla Alba tee Ron lDP Lac Ga aRInNiNn Member Reaction(Ns ions @ 2• 5206 3.50" Passed 19% -- 1.0 D+1.0 5 All S Member (Patten) Ss'sfan Rod ( ) ( pans) U.::Bush beam Member Reaction(Its) 1419 @ 13'S 1/q" 3938(1.50") Passed(36%) - 1.0 D+1.05(An Spars) Mender Type:Flush Beam Shear(Ibs) 18 @ 1'4 1/8 8603 Passed(8%) 1.15 1.0 D+1.0 5(AN Spans) Bwlding Use:Residential Shear Ibs) 1159 @ 12'8 1/16" 86(13 Passed(13%) 1.15 1.0 D+1.D S(AN Spans) Bu6dbg use:Res cloVal Moment(R-16s) 1826 @ 4'4 t/e" 1as58 Pa sM(10% 1.15 lA D+1.0 5(AN Spans) BWuirg Code ]eC 2839 Live Load Den.(in) 0.034 @ 9'10 5/16" 0.397 Passed(L/999+) -- 1.0 D+1.0 5(A)l Spars) Design Meadedagv ASD Moment(R-6s) 3299 @ r 4 1H" iB558 Passed(18%) 1.15 1.0 0+1.0 S(Alt Spars) Building Cade D9:®[2D Tdml Load Desi.(in) 0.060 @ 4'10 L/2• 0.596 Passed (M Spans) Member"Ire"s 49/12 Dve Load Defl,(in) oA9)0781111 6' 0.485 Passed(LJ999+) -- 1.0 D+1.g 5 AI[Spare) D'sm 14etlndology:ASD {�L -De6ectio,criteria:LL(L""')and TL Q240). To"]Load Deft.(in) 4).058 M 0 0.200 Passel(21 17 1 - 1.0 D+1.0 S(Alt Spars) Member Pact:8.49/12 ' •Top Edge Bredil!Lu):Top rompression edge must he traced at 12'2"ok taYnss detailed otherwise. •Deflection mada:LL(U363)ad TL(V2+3). - v -Bohan Edge Swing(W):Bottom mmmorsier edge must be tracd at 12'2"we unless detailed oil-.. •Overhang dWbceon criteria:LL(21J36J)and TL(3.r} /6� Top Edge Bnadng(W):Top compression edge mud be brad` at 16'6'o/c unless detailed otherwise. I 1 ' "NNrr, leach to Supports,(III -eobwn Edge Beating(W):B tt-mmprecsian alga rruat be boned a[16 6"ede vol-de ild otherwile. I _ r.�rr 811 Total AM.53' Rqulyd Dead 581 Todd Ar<epeda aaMiq IIItospparta lil Z O 1 Beveld Phte-SPF 3.50" 3.5]' IS3' 423 581 Itg4 Noclang Supports TOW AwaSable R.Mlyd Dad Snar Total Agceroda W ' + 2-Manger on Il 1/4'SPF beam 3.50" Harper' L53' 236 276 512 See ride`_ _ V -- 1-Beveled Raft-SPF 1 1•aortae,Panc♦9 are assumed to tarty m Imds spread directly about Man and Me fuN Imd,s appXd b Me member be-rig designed. 3.SD" 3.50" 1.50" 3B4 964 MB 8loddng r s • Q •At hanger supports,Me Total Beam g dimension Is equal to the width of the material Mat Is wppating Me ranger 2 Hanger on 11 1/4'SIT beam 3.50" 8angert LSP Set I137 1419 See notr` Q -'See Cww,endnr grid blow for addAbml WornWrm anal/or requiranerds. -wrcarrg Panwk tee asstmed to carry rd Imds applPd dkerW about Maur and the full load,s M priced In e re mba di designed. g design , _ -- At hang.sumwt,Me Total Be."amension Is equal to the width of Me ender ail that is su{pmting the hanger Connecter:Stroasion CarrLeertLrs .'see Conr,erJpr gm below nor additional idormaoon anchor regwremeni Cn W W sgppst ar.ed serf LnpU rap rlaRa Fan Ralk Mnadar Rana Aremrlow Uj CmnaLEoT:Si -Tie CnNlneLmlS L W Y 2-Fate Mown Hanger NHUSaBX D35 3 00" NIA 22-15d common &16tl dgAle shade ISTA12 Shone L 9pPort Ndd Swat Larch Top bon Fan Nillr Mowtber pRa Ace.-Ha O Ne 1Yllsatary Dad 9ww 2-I Mewot Hare, HHU548X D35 3.00" N/A 22-1fi0 common &lfd tloubk shear LSTAl2 Sdap Q Loads Loatign(Sala) IN/A (n.f0) (L75) Caalhwaraa '-Sdf Weigh[(PLF) d l0 9'lU 13/16" N/A 115 TritrAary Dead Snow t-Tapered(PLFI a to W 10 13116' N/A SS.7 N J.3 173.2 be a.0 Genxratd hen Red LaidC Laatla(Sala) IN, [0.R0) (L15i fasroruab 0-Sea WWgld(PLFI 3td13'51W N/A 11.5 H W ,/''7� .� W t� (^IyJ 1-Tapered IPLF) 0 to l'S N/A D.0 to 24.5 OA by 49.5 gated hoes Rent /� Z Y SUSTAINAXIE H4,FS1R,INI,IgTIVE Ua r Weyestle"-Zwaranbthat tldslangofits warnats'11Ibed UI thlanceve.Wrywhasser wodurttl es d'd to andarwerlt the reenvalued Y Generated omen Roof VW/ Way ssi.h son slater-a b the anry odtr warranters related to Me s,RYere.LL of tl's sWlvsrc Ls rid mteMed to arcu,nwsrt the need far.desgn 2-Taperdto1H' N/A U:3 7b 1112.7 3L t"21u.4 c- PrWesSible as determinod by the auihmity having junsdla SI The designer n record,bulb,sir Kama is designed by Inks Larks that Mis calla-fa iX electconnipw de wah the overae rmlact Acpssaries(Rkn Bmrd,bloddng Paned add Squash Bwks)are not dLumber by trod software,been kested y LCC aY Weyelfiaeaser Notes (iL Sl15WEUBlE fOPESTRV INITteTIVF weyemaa,a/xXities are hors-Party red6od to wsta,naue forestry standards.weredwe,ser Ergksead Lander Products rase odsr evabatd by elo ac Y I' ^' order owe reports kasilm s3 and F labor 7 ew w toted b aop,rd A with apprptle aver standards.For ase,rt cede evahwde ,spats,weyenea,sa weyereaeu-v ot'that the siring d is products svw W In accordance wM Weyerhaeuser product de9g,~a and pubc,hed Oeslgn vanes 2 `V prodwt Nteramre and Wbainon deran,red m wEw.wryertweu,erepan/wmdpodurt;/doannent-Xbrary. Mkychowusel e,pressly disclaMs arty other warranties related to the wRwbe Use&Mk sWnvare Is 1.Imend.to dreumvaK Me reed rw a design O Tha prodral app6rNion,repot cl leads,dims and support Womesbon have been by operate professional as determInd try Me aethonty having)uadicLon.The designer of raoN,builder or hams is responsible W assure that this calculation is ^'evNn _ -- prowdsd Forte Sd[vara - compznhle with Me overall pop,A¢erswies(Rim Board,Blocking Pa Js and Sw ash Blocks)we net dewnd by Mis seftware.Products manufactured at `�I Weyerhaeuser facdeles are M,rd-party certfid to ws<amahle frto srry standards.Weyenkxtav Errgineaed Wmber Product have been evalmted by]CC E5 T� under ted,mm Qdin l reports ESP-1 and ESP-13V arudler tss woordsoce win,applicable ASn4 standards For arrest code elduarbd maortII,Weywheauu, prodart Raahme and Installation deans refer m wvnw.weyed,as.er.comAwodprdlns/eaamennu6ra,y. The product amphcation,Input de,ige Iona,amerwiw,s and support n/ormanm I-been larnid d by Fate smwere or rater- SCALE 1/4"=1 I-0" DATE 7-7-17 DRAWN BY JSM/SPB REVISIONS:Fnrrr a.*-aparater Jeh N.- - -----__; 7/10/20171:30:12 PM shwwn Bissmega Hemx.,Re Ild.r" - -� Forte v5.3,Design Engine:V7.0.0.5 kdd-,,by spa LLG 122 Rnq„ukset erweek.4ta Farta B"ft-Operotw Job N"ta V1012017 1:30:12 PM Sso61 4ss2eel caw.Ale co Engine:Forte v5.3,Design V7.0.0.5 Iravm(IMenhrw3urebyapb. m Shn»n e,aconeee HawXd Rm,denr< 9 Page 4 of 5 Arol soure by SPB LLC la Row,elo d cows Herweck4la (weo.55.26a1 cwu,Lsw cta.naardulaubnsis"pb Page 5of5 DRAWING NUMBER GENERAL NOTES: E X 1. Before final Dravvtngs aW Spedlficattoh6 are issued`for construction,they shall be submitted to all governing building -CL � a agencies to insure their compliance with all applicable local and _ CO (tif Hamel codes, tf code dievrepangles ifn lDrAw ngs 4Rdk r r Specifications appear,the Designer shall be notified of such LY f- discrepancies in writing by Builder or building official,and itxzo v allowed to after Drawings,and Specifications so as to comply with governing codes before construction begins. 12 s 2: Upon written receipt of approval frbm the goverhing'offidia€, ZY E approved final Drawings and Specifications shall be submitted � LA to X to the Builder by the Designer. 12 14 @ : v3. process,Designer shall be notified and allowed ample time to remedy said discrepancies. 14 v N U 4. All worts perfQrmed shall Comply with all applicable total,state and national building codes,ordinances and regulations,and 0 all other authorities hawing jurisdiction. Fbitovft is a partial list of applicable codes in force: � D B. All contractors,subconfta&ors,suppliers,and fabricators,shell be m responsible for the content of Drawings and Specifications and for 0 -- supply and design of appropriate materials and work the I G performance. C. AIII manufactured articles,materials and equipment shall be applied, (�- Installed,erected,used,cleaned and conditioned in strict ® J accordance with manufacturer*recorx mand ons, D. All alternates are at the option of the Builder and shall be at the G). Builder's request;constructed in addition to or in lieu of the d� Q ( W � (D LO typical construction,as indicated on Drawings. 9 W ICL E. ARCHITECTURE by SPB LLC is not responsible for any plan discrepancies. © � P CD Builder&Homeowner to review plans before start of construction. N ir z ff REFER TO 2009 IRC z CC 0 CD & aTH"EDMON MASSACHUSEM CODS PROPOSED FRONT ELEVATION Q � U PROPOSED RIGHT ELEVATION _ a M LIJ f W 110 MPH EXPOSURE"B"WIND ZONE: The Proposed Architectural Drawings are Designed/Engineered to be i Compliance with the Building Code-Referenced ANSI/AF&PA 2001 � Wood Frame Construction Manual MF=CM)for 1&2 famfly 2 Nags. - V �© 0 0 12 11.5 0 12 14 r D v 0 v > z O Cl) w v l o F w w w uU Iml o °C C/) � Z F- o _ D "(� w" c = 0 SCALE 114"=V-W DATE 7-7-17 PROPOSED PROPOSED REAR ELEVATION LEFT ELEVATIOR DRAWN BY JSMISP REVISIONS: DRAWING NUMBER I T-6" 1 T-6" 10 T-6" 1 01 T_v. 10'-0" I=1 LL 4'4" &-3" 5'-0" 5'-0" !fl .a ti Oi IZ r /�, C FLOOD VENT Q ■/����//JJ /��,�/ a - ------------11 11-------------- -; G13 co O , 4 — . ' O V � T ♦,r r-_--r____--___.,r r_._! 4 r -- C CN125 C - - BATH a k- N 7 q r.rrrr-_rr r._r�..r_._r-_-., r.-w 1 c 1 U LA8-0 TANKLESS WATER 4) 00 CLG.HT. o HEATER UNDER V ,C CL vi ° CABINET ,�/ (a a' 8"X16"VENTS TO BE 1'-0"MAXIMUM N M KITCHEN FROM GRADE LINEN; ; ¢ V " M M p INTERIOR AND EXTERIOR 1 6' 2 6 1 1 1 / 1 • 1 4 4 v w 2"CONCRETE DUST COVER �; ; 1 4 , " Z I . , e0 tO ----------+ ' ao �. N 1 , 44 1 ❑; ( 1-fi '`"} N M '� OVL1824 � o � LIVING to AREA 1 � � `f cq r m � Z 0 _ p CD -- -------''- -�-----------------------------_�_.. ..� - -"---' - L------ ---------- - ----------------------------------- ------ t° 0 .J CD 1 1 C T T N I a 1 4X8 1 4 I ; + 1 \ 1 1 1 PORCH Z I.I.! d' 4 1 1 1 r 1 1 1 1 aQ © OD I 1 • 1 1 n 1 i,' o v Q _ t, O G V • v • Q v �. 1 1 • 1 1 / • 1 , -------------- I ti i LL 1 4 , , 1 � i _________ C ; M ; cc U 1 IO 4 v e♦w. 1 :- o 1 1 2!-2' � I� �1! CN34 4'V' GI/+II T a. G'2" 2'V*/4" 3'{7 T-l7 Z7 E71 74r 1 T-51/4" I 80 FOUNDATION - -- O PLAN FlR%5T FLOOR PLAN c�4. (2)#4 REBAR CONT. (3)11 71W LVL RIDGE ., p Ca♦, II O,c a e° 2X10 CEILING JOISTS `a:c 12 c;4,_ < FLOOR BRACING 12 BLOCKING&CONNECTIONS-SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS e A e HURRICANE TIES H2.5A 14 14 IN THE FIRSTTWO TRUSS OR JOIST SPACES AND SHALL • 2X10 RAFTERS BE SPACED AT A MAXIMUM 4 FEETON CENTER.NAILING ° (2)#4 REBAR CONT. REQUIREMENTS ARE:BLOCKING TO JOIST-2-8d FOR as 4D 12 1/2"CDX ROOF SHEATHING COMMON NAILS&AT EACH END. c HURRICANE TIES H2.5A Z I'I w w To 1X3 STRAPPING HURRICANE TNES H2.5A FLOOR SHEATH NG FAST NING V > (2)#5 REBAR CONT. p of Plate 14 @ — " z v Y: v• o• 9 - 16"Q.C. NAILING REQUIREMENTS ARE:3/4 T&G CDX PLYWOOD OR EQUAL. O 20 a " Top of Plate W LL ° w e 4. W/1/2`GYPSUM NAILING TO BE 8d FOR COMMON NAILS WITH SPACING AT 6"EDGE/12 FIELD. w LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 10'-0" 0 Q (3)2X8 NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 20-0" w C1 w P.T.BEAM WALL SPACING TO BE 2X4 @ 16"O.G cll w co LIVING WALL AT GARAGE DOORS TO 2X6 @ 16"O.C. TYPICAL FOUNDATION WALL LIO •QC SCALE:1/2'=V-0" V 11 V EXTERIOR WALLS =I PORCH AREA o C _ BEARING w cf)co WOOD STUDS.LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-9" �I, 2X6 WALL(DBLE.TOP PLATE) Z @ 16"O.C.W/t!2"ZJP WAN,- WALLL S ANG T BE 6 @ tt Q.0 A'MA1tIMUM HEIGHT OF 9'-9" w'I 1/2"GYPSUM W/R 21 MIN.#NSULATiON. - DSBE GONT NUOUS OM THE CEE NG DIAPHRAM OR TKO THE ROOF DIAPHRAM. w N ' cm 0 ``r_"`````-' 8"CONCRETE WALL WIMIN. _ EXT.SHEATHING APPLtED'VERTICALLY• WALL LIDS I GARAGE E DOORS TO 2X6 @ 16"O.C.CATHEDRAL 1 4'-0 BELOW GRADE W/2=10' ^� +- DOUBLE TOP PLATE:SPLICE LENGTH 4Fi•.'MINIMUM WITH 14-1Sd COMMON (� _ '•' To of Subfloor Top of Subfloor T v— d CONT.CONC.FOOTING -p - — — NAILS EACH SIDE OF SPLICE. 2X10 FLOOR JOISTS ------------ Top Of Foundation Top of Foundation WALL OPENINGS:HEALIERS TO 8E 2X8`WITH S-FULL HEIGHT STUDS(UNLESSNOTED)• SCALE 1/4"=1'-0" - — 2X8 P.T. EXTERIOR WALL SHEATHING:SHEATHINGTYPE TO BE 1{2" NAILED 4 O.C.EDGES/12,O.C. " I 12'CONCRETE FILLED a IN FIELD.SHEATHING(FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. DATE 7 7-17 SONOTUBE 4'-0"BELOW c u v� ROOFS DRAWN BY JSM/SPB = GRADE ON 28 BIGF007 FOOTING. v ROOF OVERHANGS TO HE V-0"OR LESS. HURRICANE TIES TO BE' I �' fio o Eoofln RIDGE STRAP CCONNECTSON TO BE SIMPSON lSTA15 IMPSON H2.5A. REVISIONS: SIMPSON ABU66 W/ 5/8"ANGHOR BOLT p 9 a;' l EACH SONOTUBE To of t=ootin -9 1/2"CDX PLYWOOD FASTENED WITH 8d COMMON NAILS @ 6"EDGE-12"FIELD. GABLE END WALL RAKE WILOOKOUT BLOCKS TO BE 8d COMMOM NAILS ANCHOR„BOLTS TO BE.5/8 AT 38"MAX._SPACING. @ O EDGE T FIELD. DRAWING NUMBER " BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES @ 4'-0"O.C.. BOLT EMBEDMENT TO BE 7"MINIMUM. WASHERS TO BE 3'X3'X1/4"THICK. S E'�"/T�O N A BOLTS TO BE G'A 2"FROM END OF PLATES 1/2• OPTIONAL - TWO ROWS OF ed NAILS @ 4"O.C. 0 -- -- -- '-'s" STAGGERED,1 ROW IN EACH PLATE _n E E 0 8d NAILS @ dp O.C. 6d NAILS @ 12"O.C. }- t� 0 AL NG PANEL EDGE IN FIELD OF PANEL 0 CL G NAILS 11 Il TWO-ROWS OF8d NAILS @4"O.C. ' cc ----------- Q + C N _ IV,O.C. STAGGERED,.ROWS 1/2"APART + III >r u I I u Ir 11 Ir Ir rr rr L1I 11 n n 11 11 n Ir rr rr ; i z I + o !p! kt I1 b °¢ ' I V A 11 CL LIJ3 II II II II LL W o © v Il u u IIX � ' CM rn I1 II II 4,�p II r 11 �, w + BLOCKING NEL WID 1 t w ( + II II II II II o I ' II II Il II 11 3 { n n I I I I I I I I Y Q I BLOCKING I CD /p� 618"ANCHOR-BOLTS& — ; r + �J a 8d NAILS SILL PLATE — 3%WO.229"GALV.STEEL W CC @ 4•"O.C. PLATE WASHER(MIN.SIZE) W + 1 I + Z 053w ,--�� @16"O.C. a0 Off+ ° a ° \� w O (' 1 4\ d ° 4 4 ° 4 ° 4 d 4 r fin (f7 © i I cc � > > _ a h I J co r W d 4 d FOUNDATION 4 4 d d a.� Lam' r n �.4 4m 4n un uo 4.4 A'4 4•n X S CO 1/r CM 0 p5 44 N t OD O 0 Z c'J �S'111GONE-STORY WSP DETAIL FOR - a o TWO ROWS OF 8d NAILS @ WO.C. I N Z DOUBLE SILL STAGGERED IN DOUBLE SILO PLATE 6X6 P.T.POST ------------- Z 9V COMBINED UPLIFT'& SHEAR � TE 1 ROW IN EACH MEMBER W � L) ¢ � U + Z O 1 050 0- 1 L LuF FLOOR FRAMING PLAN (2)11 1/4° a LVL HIP •-------------- ------------- - ---- ------------ --------- I 1 ti • { , 1 (2 91 W LVL SEAM + THIS EDGE RESTS ON 1 FRAMING USE Sd NAILS 1 1 FRAM MEM R ING n (2)1 1 f 4' + I EDGE INTERMEDIA 1 I — — TT — — — '— + ' LVL VALLEY 1 -- Z 3 _II �3 3'MIN ii i _ II II II II + i ------------------ , -•- ♦. rr-... _r-..r_._.r-_r rr_.r-.r-.r-i II II II o 11 ' 1 _ cr 0 STAGGERED Z 3'MIN I I 6 � p PANEL EDG RN PANEL I I W 11 (( Q r + DOUBLE NAIL EDGE SPACING DETAIL Q n n + 1 V 0 / 11 r1 - -- -- ; - Z 0 - Detail w p 11 t l a4c a. 11 1/4'"LVL RIDGE + 0(2) 0 Vertical and Horizontal NailingIIw u u w11 + , for Panel Attachment I 1 Z 11 11 ' 11 W V) Q l J 1 t I t M I t (3)2X8 P.T.BEAM ,... II lot II II + + ' X U IIf- II Ilz II Q it n rf I I LVL VALLEY T (jJ II fit----iti e-a .-" �•a v'd-1-a-•m v- -s + 1 W C _--_- ; 6X6 P.T.POST + 1 DOUBLE EDG '� W NAIL SPACING PANEL See Detail on Next Page ` + ' ; (2)11 1/4" -------------- + SCALE I/4".�.1'-0" LVL HIP ; � � DATE 7-7-17 Vertical and Horizontal Nailing DRAWN BY JSM/SPB for Panel Attachment 6X6 POSTS ___ ----------° REVISIONS: DRAWING NUMBER ROOF FRAMING PLAN 0 MEMBER REPORT Level,Floor:FkAsh Beam PASSEDzi MEMBER REPORT Level.Roof..ridge beam PASSED �F O R T E MEMBER REPORT Level,Root HWVaNey Beam PASSED F O R T E 2 piece(s)13/4"x 9 1/4"2.0E MiLzollam®LVL ;�,�'()R�'E C 2 piece(s)13/4"x 11 1/4"2.0E Mfaellam®LVL 2 piece(s)13/4'x 11 1/4'2.0E Micrdlamp LVL C Overal Length:e r O ductal Length:18'31?' t)1f6Tei Sloped Length:IT1 13I16' V U >, caLA rL a) c a ® s 71013/ir ;;:L a •3/I 1 Q ® ® All bmtbns are-d tram th1 outside face of Itlt support I.kit cantile-end)A9 do-ions are Iwrtmnbl.:Dr-ft k Ooaepeal 1 a) TW AN locations are meawred from the outsde fam of left support(a left canelever end).AII dmaWas are 1loruorltal.;paavgg is CaweW W v Adellteaera AN-" once! t0! Irk OwYYMYn(Moon) Sys9en:FMa N boons an,rrmamaM from the oulnde face of left Slppat(a M arekw eM)A1 d•neemons are hpr®rlW.;paowg k Cdlaepbal awes A+w•Laeai� All sew r!w seer teak 4.NalVaeAaLaaq �:rm M-6.R9actbn(I. 25m 0r 5709 Passed(44% - "D+1.0 U(N Speer) NmEe TWe:fLpraun ReaYf{ !tY►70 tasm. Nnl4 0.0 up lank 4lnlYaMwIIMMMN A'ma:coat v '+ E Member Reaction(bs) 3167 013' 88B1(3.50-) Passed(36%) - 1.0 D+3.01r N Spars) Prmke ime:NM Bonn Shear(bB) 2505 0 1'3/4' 76M Passed(33%) 1.25 1.0 D+1.0 Lr(All Spans) Bugdg 11Y:ResdaAe M-ber Reaction(!s) 1005 @ P 5206(3.50-) Priem(19%) - 1.0 D+1.0 5(N Spans) Preabe Tyre:ben can V Shear(lb.) 1566 0 11'It* 9352 Passed(17% 1 25 1A D+1.0 U AI &.0ing We:Reldemel MOrmart(R$t 5419 @ T e 14005 Pesei(39% 1.25 1.0 D+1.0 Lr A0 Sp s) 6a45�g UEe:teC Np9 Shear(to) 71101-11/16- 8603 Passed(B%) Ll5 L0 D+1.0 5(N Spas) a�ikg 0ea:R®OakN o Moment(R-Rn) -3740 0 13- 20171 Passed(l9%) 1.25 1.0 D+L01r(N Spas au""Wda:IBC 3009 Live toad D.A.n 0.070 04'3 Lw 0.308 Patent - 1.0 D+1.011 N ) Doge-1 odol r ASD Mm>et R-bs 1926 a 4'4 I/B' 19558 P�(10%) 1.15 lA D+1.0 S(N Spars) OfAarg Cah:ID[IDW Lhe Load Dell.(in) 0.062 0 S 117/r 0.428 Passed(1J939+) - 1.0 D+1.0 U(AR$pars) Da9yn Mebddlo9y:MI) Tate load Dd.(In) 0.1510 4'3 S/B' 0.463 Pasmd(LIM) - LO D+1.0 U(N Spas) Llve load Deft.(In) 0.034 0 4'to S116' 0.797 Paced(L/999+) - 1.0 D+1.0 5(Al Spas) oalpa Nagdobpy:Am Tatd load Deb.In 0.112 O S 113/4' 0.612 Patron D./999+) - lA D+1.0 U(Ale ) Menear Pads 0112 •Ddrtlim aRva:LL(LOW and R N24a). Total lead D.R.(In) 0.060 @L/2' 0.5% Posted(l/999a) - 1.0 D+L0 5(N Spars) Mmibe Pam:ai➢/12 0 •TonI..aadg(W):TV era-edm mu4braadd 71 oir vam dWaaef dtaw'ae. •Ddledke elarla U B/360)atl n(V2Q). •DdReYn oOBk:LL(43aa)antll(U2to1 •Ton W.--(Wl:Tm-Wp rdm matbt-el a 3zr Wr urea draiM atlrawhe. V •Boop Edge Bmag(W):Boonln aamresb�adpe matb0r AR5rdc ones,dbYM od�eale a ee e Tap a) • Edge aAq(W):Tap mnpreaon 0e mu[be tramax lr2dc uaasamaed Ed daw6. •9ymni ge e'edg(WJ:Bolmnmpedm edm meth tra a rd ]T 7.0/c ol vies aeGl lmxae � 4/ lfM 60w11.0v(W):eoov-PAoprnvpa Wm mot abroad a i7 Tdr mbn dMRed akavac. CL •-N]Its rice--1.to Iw.s,-aV a ode reRewl ma 6e toad-. eaab LrYbsMraa/M) a" b"Yb31tAn.4 C 61MIMb 1W AaabkY eav aao 0" Tad Ara�Lalr Tad AvalaBb ftwMW Oae, sear TaaY A�Ia N U cis Y11rIB lMrbslaab(� 1 CHaal-SPF 350' 2.25' ISO' 1108 192 lll9 nl9 I1/,"Ran Beth i-Boded Phh-SPl ]57 l50" 1.57 ,23 Sal t00a Bwel9 a0 � TaAe •aolaala AaOkM 0-1 s/ Tad Am-des 2(dam-SPF 350' 2.19' 3.w N0 192. ,M HIMI1H'M»Beyd 2-Nagvm ll LP SDFban 3.57 Rage' ISO' )]6 2M 512 Sa m6e' 1-rsaam SPF 350' L2r I.w' SB:1 2@ V 1IH'Mn Bond Ran Board k-.wm anyal weds appaed 6Nly alI-k bn-ne oa mlm.d.b.0 depneL •Bbddq Pawk sae assumamommhras-Wda&/lyebee man and die Mlmd....l�re memba oor.see o,n )16J .a na o,mpRpm.lxe Taal Deal.ahaedm k uaa me wcdd done maaaW ad k oeo-,I 1ae range 2-Coaam-$PF 3.SA' 3SD' 3.57 3,M 11t3 Nor �..__-.. 3-(Hon-SPF 3.57 3.50' I.Sr -35 1W-20B I4V-.3 Noe -..........._._.._ . ... . ._...... .._._...<... 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(mot susinxuaa ftafsam wpwifvT Wgealaeae warren dot ore mrgdnpiodamai beea®rb�ax wRA Weywlgeae laadld deapn aaau ad PlkddW d®T vase. rvaaad Ala YkyeMaaa egadrh drdrm ant alto a.V O Irwu m de mloae.lke dtlis aoroae¢M vlteWe m dmnAnR rm rent fora desgn WM loaner eammh tlat doe 9tlrgdas Podrat WY be in araNeee wahWM6aasspmdudd Y7ruYebatl pabHsddas .a, ' adenbolx MLenird Mdn ar6aRY b"lg YakMlwrc the de4ar Nramrd.bideraaanicsrespaadlemas9ae tlattlis do/albn is WeyMaaaa eareal'I eadrna aaY d'a wradacoercemme sd/ware UsedBoa eaRnaearot-eructedmarumae me andbadesgn oamabeant oe coal d-.Au Wd(RhoBud,a- PadsadS e,.apdalmeMdap.by dYs soRwae.1-noomadarbe0a Weyellle�sep aatY pmasadeod mdoeoaral hyl Aearltl'MNq Feed-otoNm1 d,droad,d►balocaleNavpvrdbwmamxetldak eblelm is WgsAasI faciAs ore-11pad EWiadmvorUsasbaky Lwdade Nkx+fomar Fig'veaed lunb onsI a has bemraprK by IOC F5 sr<wate rceesrw rvrum[ uamtorowahthe rsonr ap)eQ. oe"VeJ et(Ranaoad,Bloch"Pallsant Sank Bloch)seen d'ooele n'd es`-Productsoavoadaedd aiderdavolfWa6 t9l-us3 atl®1-1387 mNatMpwaanrAnmaRaamYObk ATf4adaaR fa artat lode nsaalbn rapaLS Mkyafaaaa Wctcrh ewrsn odes mr9 Rs Podam wN bena®Nawe wM WmNmae proh'Q dr9T aces aid elected davm eaLaec WeWrtodlo rd-amdf.Sl ad M.Mmo ffiW6wmr0I rdono sWayetNegae 6gmveGlm'6a RpdKt havebmri e e or,6YIOC6 Patina RaNead YddWon dm6n!cmwxw.agblaa®aAagiaaakrodftl6ldoumm[itRaY. Polo en coed/demina aid aUae wrm�Des rdrber IlBamNae.monfNode or VwuR4dMts,W rot cadbadn unto 6YIn2rN iWoi4 F5R.1153 ant 6R-llel aWate.9d 6+acmdam ant amfade ASR,tbdadP Far anaA mde ewhldM rmatAWephaeaa pmdd laea0aeard YataYebndmis rdemwww.weyeM1aeas+nm/wodpradrty44na¢-oaarv. MPakRL iliaalbl aPRdatPrbad4 dmadaeatlfy9aLYlom�mlweb Pa•1bE tM Fm Sdbore0paalar mnpalbk wah tle yp die h." fRYe Boad.4orl+VfWwk ant SSMda Bbds)re cat mud,MaYdaaharxvsrasOaaLwmaaee tlrr as obtllmk hdaad spar and ESLI382 arias 6e@d a aaaNale weh Prep-apph000n,mot dmW load%dana ens andoo smtad«mahm lose hem poodd by loch sanaae Op- appkatl nae mote e ASlM mpmr� a eMm eo We ae reroe J Wvywloam ladPOesm tlW6Pah arund maWawablelaeby'yadarn.rlevenaere eahad Lmka Paadtls loam beer ewmnM�fS z uMe ®I.,15] pmd�e aeoae ad:arbwa driis cab m aaaweyeaeeaer.tmda oodgokm/dpgnao-cosy. The ondoo a:e a .ape eedm kids.nee aputafmrwn lave Gem pmndel by lwh sell-opera. r 1� W Cc W1.0 N � aS 00 O 0 J Q ib UZZ) 2 N 1 sdaare oea ar►Mwa 7/1M0171:3V 005 Pal.lMmae Opaaa bare 7H0/201 kw3:B72 PM 3 Z F- rn Forte v5.3,Design Engine'N DA.S aa.a.Baro;,,Ra a,Neon ,, Efate v5.3,Design Engine:V7 0.0.5 uj +...opt.da .wh woaa 7/10/2017 1.30:12 PM Aa r6y sva t c w Forle v5.3.Design Engine7 1307.2 PM Sm�.e Bnaagm 1u Pia aaAAaaca a Herweok.4te ��soe14>s .oa c.P"�'*D0 HeMeck.,te M s W r NaWa c IY U :,-::.Ic au Pan,a.+ra•ca.c Herrick dtB sae Page 3 of 5 _ Page 4 0l 5 7 Q _.. - ____._.._ __ __.... ULI"`"f rsra•`°'" Pegs 2 of 5 VJ V O LuU a w 0 FORTE MEMBER REPORT Level,Rod.'HW/V.9syBean PASSED 2 piece(s)13/4"x 111/4"2.0E Miodlam®LVL Overnl Sloped Length:lr 5 3/4' tAY� o N bratio s are mas surm from the outside face of left support(a left sock er end)AI dimermmo s are ho.hontal.;E avalg Is Concq rat RMdb Adow O Lembo Asher Ap! 1AP L-*C-*AaesA(abs..) Ssbn:Roof Mamba Reaction Rx 1419 O 13'S 1/4' 1938 I.Sr) Posed(36%) - 1.0 D+3A 5 AB Spas) Ptae6e Type:DIrN Beim Shear Obs 1159 0 12'81/16' SW3 Passed 13%) 1.15 1.0 D+1.0 5(AR ) Bind,;Doe::Rmantle MoruretN(R-IDs) 3299 0 1 4 114' 10558 Paced(18%) 1.15 1.0 D+1.0 5(At Spans) BeRC g code:1B[2089 Live Load Dell.(in) 0.091 0 T 8 1U16' 0.485 Passed(l/999+) - 1.0 D+1.0 5(AR Spas) Deep Mmnd kVy:AR) Total Lead Defl.(in) -0.058 @ 0 0.200 Passed(3,1M) - IA 0+1.0 S(At Spas) Mmke Pm1:8.19/I2 •Donee.anvis:LL BJM0)am It(17N0). •0-a Vv delkdm after:LL(lr-)and Tt(0.7`. •Top Edge Bveeng(W):Top ongs-n etlm roar b mead at I.6"do nova deloWe i amawtse. Byha Edge Brbg(W):Borsn rmplemmedge mad be noon-d I&Vdo rYesd owe-. tl-be IrOab BLBkaaLa(•e) TMY e.LtibL Llepiotl Bee Bsp Total Ama�arW 1-Beveled Reh-SPF 3.W 3.W 1.50' 3Be ,6, 810 alabog i-IGgeon111H"SPF bmm 3.50' Narw I 1.57 SB7 M7 1419 See rah's,o [ ) W •Bodeg PaNls-asored ma,nr waaapORed*.*abov mn e e and tle AA led raapY btla nen cd ea brio*de0r d. ..._-- Z �V •alonger sapperde Tobl Bea mtla W Beaded renewer,is e" doe oaaWat Ispp m areg to longer .'See Co nefe,Od aloe for al fa addb.W Nwrnralun.Wa raaramnts ComLamoF3 Tie CpLelemBfe Z p sROat Ibeel rpAl-lla TaiAeda cos Ayes llaaiBartbs AaaaaW 2-Floe Magid Hager HIN151B%035 lot" WA u-168 mnmm al6tl daAk Sea ISTAU2 bray TrBraONo baba 9 a Londe lrueaR(ltM) 101,011, (a.N) (2.18) 0-aeperede(PLF) Om1J'S1y4" WA 11.5 W 1-Taaetl(PlF) Om 1'S N/A 0-0m N.S OAm 49.5 ���� 2-Tapeed(K,) ]•rm13'S,,," WA 0.0m 1@.) DAm210A DnICMN ban Reef Y wgael4ueLleeE Nalee '1 wstaNaaP rcresnx lmnaml O WWerree as saran oat DN shag of to prodas wYl b r a®maia wen WaW+lrsser aodat da'gn oitr la and ako4aet do woes. Y U WeyaMasea eenndktlamF aryotla noes rda6b once sdlwae.lAedlrlk ml6r knott dye Woroto uomveRot fusagraoasn. Pmroatil a as Onamlal by se aAve a 1 m(Mm Boarrin The Pamob d reread,, a toner N r�ersy t,anae dot Mr almNrn s mnyakwwNa B,emaal lalor-Mcm'oln(wmaeoe8forear Pmmam Sayer maenrorad led M Br,Bdbo,.npdaB mane km as on6arel roes see-f IU ad mooed maanrtlemrevvaardaaA Weyeraause sandad Wnde nadda-eyeben ,ns. eILOB galaOteafuryah FSR-I1S3 and ESrele aWaOandwarmdaav vAb alVlable ASM sbdaa.Far arms[mote evehsDpn moats,Viayaloaasa w Prod#ftaameadr, pot coot abrdamei ra,aretuaser.mrNWoadpro-t-npnnelel byf� X Z The prodd applaBm,aqut dedpn loads,dnadms and sWpat vdaernaoon have rem prvrded by loch Sansone 0paator ��\j �Iuj C3 = N O Mona same...Op- .W6 NpW 7110r20171.30.12 PM aa:e.aso.:rea Nmwu RawderA Forte v5.3,Design Engine:V7.0.0.5 SCALE 1/4"=1 f-011 A:c:TacN.e try SPB L-C a72 Paayvme Cow Henveck.ItB ^cal a96-[(W Cma,W. Page 5 of 5 DATE 7-7-17 DRAWN BY JSM/SPB REVISIONS: DRAWING NUMBER LOT COVERAGE NOTES (FOR ZONING PURPOSES) EXISTING PROPOSED MAXIMUM ALLOWABLE BY STRUCTURES 5.1% 5.4% 20% CB/DRILLHOLE CB/DRILLHOLE CB/DRILLHOLE BY STRUCTURES/ 7.9% 8.2% 40% FOUND 287.18' FOUND 10.0* " FOUND PAVING/PARKING 1 •- S80 39 55 E 822 f .. BENCHMARK /7.5 SSO, CB DRILLHOLE `d PRO OSED WETLAND=4.2t ACRES CB/DRILLHOLE FOUND 4.5' GUEST ~39"F FOUND NA D886.80 HOUSE o Sop 6 � / 7.6f DOTAL BACRES PLAN VIEW 4 CL h S80' 39# 559'E 822'f ` 0 II ENTRY UPLAND=3.4t ACRES o of E ` °' / N79' 24' 10"W 843'f _ N64- � o a f 9. �4, 3Of* 302 j� EXISTING \ 16 3 DETAIL 47 CARRIAGE HOUSE SCALE: 1"=10' SEE DETAILED PLAN BELOW INV.=16.5 f / (AS PROPOSED) 16.3 . 16.8 KEY MAP _ 16.6 $CALE: 1"=120' r --- -- 16.8 16. COBBLESTONE EXISTING 4" OUTLET PIPE 7 16.4 APRON LAWN 16.7 17.0 (APPROXIMATE ONLY) / ys.6 �O 000 4" SEPTIC P/PE TO BE VER/F/ED ✓ /�' ` 1 s.s . �� ~ �7 00\ c' PRIOR TO CONS7RUC77ON IF O D/FFERENT, CON TA ENGINEER 1 \ f IMMEDIA TEL Y 7.2 ��/ ��s.5 F` Z EXISTING K �� `0p FS �� ` FocE 9F N SEPTIC TANK ^TipL �'Qf�. C4�cq 'b 17.5 `e A'Q sFA �� 16.6• \�oAps��cs 16.3 16.8 F , .>1 i q'y0 ``� I i^� OJ �1s `� ELECTRIC O�G 5 \ � ���i � � ' • LAWN METER b , �� O ELECTRIC 0 y x SERMCE y / INV.=16.5 32 �� Y PROPOSED (AS PROPOSED) 17.2 \ ` 2,500 GALLON ELECTRIC-�O / 0 SEPTIC TANK SERVICE _•:• 25' i A* PUMP CHAMBER / CTV D-BOX TO BE I/ER/F/ED �• J _ ' 16.8 � TRANSFORMER t 1 PR/OR TO CONSTRUCT/ON. •.,;�`;�, I-�•- - M 1 ASSUMED 9-HOLE D-DOX =w�°,``;. l�l0 SEPTIC;® CATCH I 1� 7.5 -1 ®``w 17.3 ��BASIN 1 ..7 y ` MA Y REQUIRE UPGRADE `®®; ®r w , 16.6 R=16.27 18. / / RHODODENDRONS �'x / (1) FLOWDIFFUSOR • . ,� • i i i®i i CHAMBER' W/ 4' OF 1 x18. / X 19.0 °;®114F 1 STONE ALL AROUND. 7.0 �o / 20` 9 ` I `r>p 0!� 220t L.F. PROPOSED ���? / ss ��M/ f ' 17.2 - FORCE MAIN ix PVC 18 t9.. PROPOSED 0' 4) -r+ '� GUEST HOUSE ' r t � C COBBLESTONE IRRIGATION 17.1 TP 1 SEE DETAIL 0 ,00 'A,9C APRON CONTROL > 9.4 $0 O N \ �F.rs 1 .2 °pF p 0 64 0TP322 \ ��C � � J,� 17.0 RHODODENDRONS . F 17.1 16.9 17.0 17.0 17.3 17.7 ��5 `1 9.8 18.8 �� ` 20.3 a J . ' 0 LAWN t,V` as 17.0 17.1 LAWN "`' , 20.4 ' LAWN '� 17.5 aaa STONE ~GY 2 ' a RETAINING WALL ,4 \ aaa (TYPICAL) 16.7 ar8 N aaa G,p 6.5 �w 16.4 J 17. g ' 16.8 LAWN 17. J 20- F Q, / ° J _,` 18.8 APPROXIMATE LOCATION OF E �0 rX F2 J W -� EXISTING WATER SERVICE ` 17.0 s (AS PROPOSED) i `00 .L LAWN J 2. . i c� �O2 O \ 'M LAWNS"' �'� S ' -E- -16 00 F , �'�`�s _ J �' o 0 �qJ- ai FROM A PLAN PREPARED BY 40 EDGE OF WETLAND COMPILED 15.4 17.5 78 BAXTER, NYE & HOLMGREN, INC. F , j� J \ 18.1 � DATED: JULY 28, 2004. `J OF c�EARINc AN, ' 17.4 .a WATER SERVICE NOTE: \ EDGE• 00\�O\ CONTRACTOR SHALL f�£R/FY 1XE L OCA ITON O 00 �, OF THE EX/ST/NG AVA17ZR SERMOZ EX/ST/NG NOTICE 1 WATER SERMOF SHALL BE SZ ff FjD Iti ACME W 0 TO J /T LIES 10' OR CLOSER TO ANY SEPTIC Unless and until such time as the original (red) stamp of the �` Zt�` ti 16.2 responsible Professional Engineer, or Professional Land Surveyor F J SYSTEM P/PE OR COMPONENT. appears on this plan: (A) no person or persons, including any municipal or other 41` J public officials, may rely upon the information contained herein; and 00 (B) this plan remains the property of Holmes & McGrath, Inc. J 1� LOT s 7-17-17 ADD CHAMBER S.A.S. LAYOUT LAC r _• N79 24 ��10 W 843 t - UPLAND=3.4f ACRES DATE DESCRIPTION Drawn hecked R E V I S I O N S PLAN N64• 14, OF PROPOSED GUEST HOUSE & SEPTIC CONNECTION GRAPHIC SCALE o"w 30 PREPARED FOR NOTES 247 HARBOR HOMES 1. BUILDING NUMBER:122 20 10 0 20 60 FOR LOT 8, #122 PINQUICKSET COVE ROAD IN 2. ASSESSOR'S NUMBER: MAP 005, BLOCK 068 LOT 008 COTUIT BARNSTABLE, MA 3. ZONING DISTRICT: RF IN nET > 4. FLOOD HAZARD ZONES: VE (EL.14), AE (EL.11), X (500 YR.) & X i inch = 20 f OF 5. BENCHMARK: AS SHOWN aX SCALE: 1"=20' DATE: JULY 12, 2017 s 6. TOPOGRAPHIC INFORMATION BASED ON AN ON THE GROUND INSTRUMENT SURVEY olmes and mcgrath, Inc. 7. ELEVATIONS SHOWN ARE BASED ON THE NORTH AN VERTICAL DATUM OF 1988. NAVD88 _ . AMERIC civil engineers and land surveyors r ,, ( ) 205 worcester court•suite a4•falmouth, ma•02540 4 - 2 8. REFERENCE: LAND COURT PLAN 34636-B 508-548-3564 www.holmesandmcgrath.com 9. WIND EXPOSURE CATEGORY: C DRAWN: PJR, LAC CHECK 10. OVERLAY DISTRICT: RESOURCE PROTECTION t o °. 1. 1 1,;i �� y, l , I , ,.sl ; , :1 w i = : �>I Ak v e .1 . , „_�,3 JOB N0: 217194 DWG. NO.: 8s-7-8A SHEE 1 OF 2 SOIL LOGS DATE:2-23-1983 P#=P-10,759 �?' `O I CERTIFY THAT TO THE BEST' OF MY KNOWEDGE THE FOUNDATION D.E.P. FILE No. SE 3.4320 / / ^ SHOWN HEREON IS IN COMPLIANCE Wn THE APPLICABLE a#MWABLE SOIL EVALUATOR: BOARD OF HEALTH AGENT: * CB DHZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS STEPHENA. WIISON,P.E. DAVE STANTON / LOCATED 0 AND NOT GENERAL NOTES : "'� � ° "�° � '� �� + A �� FLED IN RELAWN TO THE HAZARD �• CONSERVATION NOTES/'ENSR-1 � �, TEST PIT 1 TEST PIT 2 ,' / THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED To ESTABLISH PROPERLY LINES. G.S.E. = 18.5t G.S.E. = 19.6f EDGE OF FLAGGED WE ND •� 1.ALL ROOF RUNOFF TO DISCHARGE TO DRYWELLS c DRIP TRENCHES. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH • / TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 DELINEATED 02/0 /04 ¢Y ENSR ^�, �, ( _ 1 S,/lam• 2.LIMIT OF WORK SHALL CONSIST OF STAKED HAY 6.ES AND SILT FENCE ANY LOCAL. RULES APPUCABL.E. 0 0 0 0 REG LAND SURVEYOR TO BE MAINTAINED FOR THE DURATION OF THE PNECT. DATE ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 30 3- 3.PRIOR TO STARTING ANY WORK PROOF OF RECORGG OF ORDER OF CONDITIONS BY DESIGNING ENGINEER A P A P ' / AND FORMS A do B SHALL BE SUBMITTED TO THE DNSERViATION COMMISSION �SR�-2 ; � � � �. �• •� ,' h WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFlWNG, / S ALONG WITH THE REQUIRED PHOTOGRAPHS. 10 YR 5/1 10 YR 5/1 ( / t , �'�. ,r m NOTIFY THE ENGINEER dt BOARD OF HEALTH AGENT 110 SANDY LOAM 11- SANDY LOAM �` / • /;' I / / �� M 4.AREAS WITHIN BUFFER ZONE, BUT BEYOND WORK LIT WILL RECEIVE ADDITIONAL FOR INSPECTION. J / ti s PLANTINGS IN CONSULTATION WITH CONSERVATION CvIMISSION STAFF. B e woof,EO N FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. M 10 YR 5/4 M 10 YR 5/8 -3 / ;� •� `� ' g N THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 24 SANDY LOAM 30 SANDY LOAM / , / PROPOSEQ / i a C C BA r' ry b TOM: CB/DH FND (HELD) � w APPROVAL BY DESIGNING ENGINEER 1 1 O ,. EL - 17.44' NGVD _ 10 YR 7/8 10 YR 5/8 / _ .y\ ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 60- MEDIUM SAND 520 MEDIUM SAND , /` _ ; ' , •• • g EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING 2 10 YR 6/6 C2 0 �'� � � �ENSR-4 � /� � � � � 10 YR 7 3 WLF ( I SURROUNDING RROOU D 5.255E LEACHING FIELD FOR A DISTANCE OF 5 , PER STRATIFIED SAND .MED. SAND do GRAVEL 72 GRAVEL 144 / c�1V&F C 3 ,,� ` SIR ' y j/ ALL UNDERGROUND UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED 10 YR 7/2 +r J ��• /I Q O IN THE FIELD PRIOR TO ANY CONSTRUCTION BY THE CONTRACTOR. 1440 MEDIUM SANDco NO WATER ENCOUNTERED ® EL = 6.5't ,' � ,' J ' � � \ \ �` �, DESIGN SCHEDULE ELEVATION PERC O 60 ) •ENSR 6 6 BLLP E 5 \ -1 RATE= <2 MIN/IN ' ` ; ; T� I i, 'I FINISHED BASEMENT FLOOR 11.5 LOT 9 UNABLE TO SOAK i •i. r . t ', j / L.C. PLAN 34636 B (SH. 2 OF 2) FINISHED GARAGE FLOOR 17.0 I• , } T N/F BRYANT SEWER INVERT AT FOUNDATION ® GARAGE GUEST HSE 16.5 • % ' I J '+ SEWER INVERT AT FOUNDATION MAIN HOUSE 16.5 PARIU COURT ' ++ I ' / I I E STONE / SEWER O SEPTIC SEWER INVERT OUT OFS SEPTIC TANK 15.2 ENSR47_ I r 1 I .r i / ; ' I • ATIo ! SEWER INVERT INTO DISTRIBUTION BOX 15.0 VENT + SEWER INVERT OUT OF DISTRIBUTION BOX 14.6 SEWER INVERT INTO LEACHING SYSTEM 12.6 i FXGC BOTTOM OF LEACHING TRENCH 13.5 I 1 WATER TABLE NONE OBSERVED AT ELEV. 6.5 ENSR-8 i ; .a EXISTING, 1 � NGS ( O i IRRIGATION 'WELL TO BE R I Leaching Area Requirements PM D 5 BEDROOMS AT 110 GPD BEDROOM = 550 GPD • wLF ( 1 � ' 4, J AESr PIT #1# X , ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA_GPD b PERC RATE = <2 MIN. / INCH (CLASS 1 ) • � I ', ,�'� I � WOODEP , 1 -- � / ; \ LIAR = 0.74 GPD/S.F. \ b�. I I I i r TEST P.-- #2 I Lai � MIN. LEACHING AREA OF S.A.S. 550 GPD/ 0.74 GPD/S.F.= 743 S.F. MIN. WLF i ENSR-t cr) I I $ J N PROPOSED SYSTEM o 1 o I •� J / ' SIDEWALL (12' + 48') x 2 x 2' = 240 SF co ( ) ,, l BOTTOM 12' x 48' = 576 SF Of 816 SF L.C. PLAN 34636 B I SH. 2 OF 2 \ TOTAL UPLAND AREA � �N MANHOLE FRAME AND \ \ `� \ 149 971 t SO. FT. COVER TO GRADE IF \ 3.44t A�RES ,IOHN UNDER PAVEMENT , ` I \ ' \ r 74 `^ CI$iER� I � r ► � - IS - 2oo4 2' PEASTONE \\ / 4, �'. _ ..*4;�' �• - 1)�- \� \tea, i ,J r'' \\ti 12- r w BONE �, �' l 122 Pinquickset Cove Circle 0 O 4 I, CB DH 24 EFFECTIVE DEPTH ,:. ELD J / CB DH �� , }. • --:` \/��\/ v FND H FND Cotuit, Massachusetts of 0j �J.� •r_ �_ '. • ' .. r�' .tee.: / . \ \ PREPARED FOR ' James Feick rA / TITLE PLAN OF '� - - - - - - - - / Wetlands Permit Plan CONCRETE LEACHING CHAMBER DETAIL PRECAST LEACHING CHAMBERS lip / (H 20 LOADING) (H 20 LOADING) \ ��� �`� �. CB/DH NO SCALE NO SCALE `� FND HELD V / BAXTER, NYE & HOLMGREN, INC. . � - _ �' •, �► • � Registered Professional FINISHED GRADE = 19.0t TYPICAL SYSTEM PROFILE `, ti % ^ V Engineers and Land Surveyors �P�A(A OF A,4,11 \ NOT TO SCAlf "a �� e r� 812 Main Street, Osterville,Massachusetts 02655 EPA TOP OF ADJUST TO GRADE)MANHOLE COVER AND FRAME �' \ I b / FOUNDATION •� ( rp Phone- (508)428-9131 Fax - (508)428-3750 = 20.0 - FINISHED GRADE _ MANHOLE COVER GRATE O ��/! OVER TANK 17.Ot 1 B.St FINISHED L.C. PLAN 3463�6 B Z(SH. 2-'QF 2) \ ,, o c / ,� \\ ISFIED GRADE OVER D. BOX = bo �r / ~ GRADE OVER LEACHING TRENCH = 16.5t N/F SEDLACK �`` �\ 30 0 30 60 FIRST 2' (TO BE LEVEL) � - - 4" scH. 40 PVC • - �' SCALE IN FEET (TYPICAL) 4- SCH. 40 PVC then O 2.0% _ Q 40 9 min Cover SUMP' / SCALE: 1 = 30 O 2.OX �-- 10- C1 TE6 INSTALL 4- SCH. 40 PVC 36- (max) Cover /j �ry '�► DATE: 07/28/04 FINISHED GAS BAFFLE `„ \ •r. ;... ' �2sZ. BASEMENT' .' - '�„ -�•r� :. :.. CONCRETE LEACHING CHAMBERS ' FLOOR .;..: __. ,._._:. ^� o T&l: WIG NAIL B- CRUSHED ;�.:-,_ - �� w' �� ,' / EL = 16.80' NGVD -. NFORCED CONCREf / STONE BASE 0-a/ 121 `�� o•o . �,\ A 2. SAW 1/15/04 MOVE GARAGE REVISE DRIVEWAY ■ • - ` CB DH D 1. SAW 9 28 04 SOIL LOGS dt U.G. UTILITIES �4 (SEE �f)F�TAIL C-t)Ib - _ 1 - EL 12.6 �i �' / / NO- BY DATE REMARKS DRAWING NUMBER 5' MIN STONE � � D1:TBIE \\ i 2000 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER No Groundwater Observed O Elev. 8.5t' N.T.S. / 1� 0: 2004 2004-008-B SURVEY wrksht 2004-08-B-PB2.dw H-20 H-20 H-20 i 2004-008-B W 0 �TO TW MW OF TM tow TF%T -KWM.6M 1E F%W Dog Po FILO 4 ,7 ItN SPA 4v A tTOCAS. SOA AUW' W ACCORUqa WUH ALL M� INO -Am LAU- NOOF WkdFF 10 DISWR6t OR WAD WWTM NURVATiolm I -TR 76 p TO RW 17 ,.4 U.Mff OF WOI OF MAKIM d, AW -E 01" t NE M** OP, APPWM IN *WM IM1010 STA"NO ANY WORK R No Or mtko DO FO:R 9 AND P" M,A TOI 13COUNG, Vl 4r ENSR-2 R P Tw A "log" ZON UA#ft WLL MEW ADOMMk y nA L i p COMMOM STAW.VONS FWO IP 5 19 YR F TH 2 4; AT WL. 'r U V%01.# 40 Aa eRM TO 17.44' 11AM UATM;SWOUNDW FU �E YR 7/0 FOR A TAW� OF WtF SLUIR 510, 2' ENSRz-,4 3 M 72r qftA 144 tA 'PRO &.4 R go" BE VMFIED IN 7HE W Ok, MWC�ON OY NO !OESIG"' 4CHEIDUkA 0 L"ATI N TW,,Op,F06NDATV�_ 7-� FIN EN 34M -0 Of 2) fAH N/r, BWANT Eq 16.5 TMK .5.7 TANK PON, BOX' 15.0 OjS*$UrK* 14,6 12.6 tx �W IAO O N C -1+ IT 'T L L W tTj 10 09 RCLUO)OAM Ledching A e j Area.. R' 'quirements CV �E AT 1;10 Q, 1) p /BED" FUTTM/*mw AQQMqW FOR QARWE DISPOSW —W--GPD taT Prr l-PEF!q ft�TE- MIN. INCH (CLAW I -14. LTlie, Prr 2�# HIN(fAkEA OF:SAS. i� qfVA.F.�v 743 S.F. MIN. PROPQW L r Ob 48 12 'x 48' 576 CP 816 SF LC. 34M 0,(S" 2 of Aj ';4'1 AWA w FW 4, TO, PL", A�* 41: r'j 41t f T) �Sk 4 con Ciro C=I CO DH FND ......... td Perm Plan It CS DH FND HEW D 29 WA") HO�,MGUN� INC. PRE JEA Q"C TE LEACHNG DUEL 20 71 nD d vs 0 A 0 N To sO2655 T' STEO,, TYPO, "Y q,A 9131" F;4j (508)428-3750( $*XE COML AM FRAW L TIM I TQP OF moo Nana- 2" OVER TAW 17.0.* L Lw kc.� PLAN 34636 9 (sm. -C . 60 �'D tBE LM) N/F Set&* 47 $CH. 40 C SCH. 40 PVC�4- OX E IN, 0 2.0% `AA *H. 30 0 2-0 (mq k;4 Tft MAG NAIL.7 07128104 DOE. 6.80, 3. U*d2 0M 06 2. WKWAY LOZ U.G. PUPES SAW 4 Cm2 ': 8 DH WA" NWW wrksh P92.dwq L\2W4-08—B— WT.& No tGkLDN SOIX TAW *MOM �J C� Q. GENERAL NOTES: E E A. 1. Before final Drawings and Specifications are issued for O O construction,they shall be submitted to all governing building U C: v agencies to insure their compliance with all applicable local and O a D o o CQ national codes. If code discrepancies in Drawings and/or LJp. Specifications appear,the Designer shall be notified of such DDD Ll 0) discrepancies in writing by Builder or building official, and D allowed to alter Drawings and Specifications so as to comply N 1'6X2'o U .(D with governing codes before construction begins. FIXED `-- q� 2. Upon written receipt of approval from the governing official, �(`� 0 12 U E approved final Drawings and Specifications shall be submitted O t1sO � to the Builder by the Designer. 12 D 14 �— @ 'a 3. If code discrepancies are discovered during the construction —T 3 v process,Designer shall be notified and allowed ample time to D c Q remedy said discrepancies. 14 4. All work performed shall comply with all applicable local,state U and national building codes,ordinances and regulations,and all other authorities having jurisdiction. Following is a partial 0 list of applicable codes in force: DOD B. All contractors, subcontractors,suppliers,and fabricators,shall be responsible for the content of Drawings and Specifications and for 0 the supply and design of appropriate materials and work performance. DOD(�DOD C. All manufactured articles, materials and equipment shall be applied, V (� installed,erected, used,cleaned and conditioned in strict accordance with manufacturers recommendations. 0 0LU Q D. All alternates are at the option of the Builder and shall be at the Builder's request, constructed in addition to or in lieu of the D DDD W LO typical construction,as indicated on Drawings. u W Oki _ E. ARCHITECTURE by SPB LLC is not responsible for any plan discrepancies. D D- � ao Builder&Homeowner to review plans before start of construction. 0 0 O Z _ Q C\J 00 Lh Q z W 11 REFER TO 2009 IRC z 0 O CCnn o & 8TH EDITION MASSACHUSETTS CODE PROPOSED FRONT ELEVATION o Z °� 0 PROPOSED RIGHT ELEVATION W CL CrLJ W 110 MPH EXPOSURE"B"WIND ZONE: 0 The Proposed Architectural Drawings are Designed/Engineered to be i Compliance with the Building Code-Referenced ANSI/AF & PA 2001 Wood Frame Construction Manual (WFCM) for 1&2 Family Dwellings. ..sui I RY sraw.�s Weyerhaeuser �< nnicrrvE July 17,2017 UD Shawn P.Bissonette Architecture by SPB 11 Andrea l[ U Pocasse4MA 02559 DD D Re:Sealed Calculations Tech Call#:79489 OO O ck Residence 122 Pi 122 Pinquickset Cove D Cotuit,MA 12 D Attached are Forte'"calculations and a Job Summary Report for joist,beam,and/or column applications that have been prepared for the above referenced project based on information provided by Shawn Bissonette—Architecture 11.5 12 by SPB. DD0 The calculations have been identified in the lob Summary Report and by the date and time in the lower right hand is D14 corner of each sheet: 7/10/2017 7 1:30:12 PM Z W W ® 5 pages � Many uniformly loaded joist and beam calculations can be verified by referencing the applicable span charts within Z O the appropriate product literature.These common conditions covered by span chart literature may not have been W W U addressed via individual calculations w thin this package. Each analysis reflects the Trus JoisCD product,depth,and size that can structurally support the input loads shown.The vJ W professional engineer's seal on this letter verifies that the analyses presented conform to accepted engineering W W `^ practices and use code-accepted product design values.Although I have not reviewed the project plans or visited the 5 V J jobsite,we guarantee that our products will meet the strength and deflection requirements as shown in the attached calculations,provided the input model and loading are correct 0 Wr ) All notes and design load information shown an these calculations should be reviewed with the building iJ j e< designer and/or the local code official to ensure that the loads,spans,and other conditions are correct and/or W G acceptable for the specific application.Building inspectors and/or owners should identify the"TJI®","Microllams r n 0 O LVL","Parallamc PSL",or"Timber5trandc LSL"markings on Trus Joist'g products to confirm that this letter is valid for v) Z L•� D D the products actually installed. W DPlease ntact me if there are any questions regarding the analyses,I can be reached at(888)453-8358. 0 W LLL��1 111JJJ tH (5 _ C\I O a E� U 0 0 nn. r RM Dlgttally signed by Drecel Hermann I DNSc US.O—New ,Jersey,l=Marlton. asi 6 a=Weyerhaeuser.ou=Product Support SCALE 1/4"=V-0" ')9 I Enginer el—Dread Hermann, Pr { er ematl�D etel Me mann@weye haeuserm S lbNAL E m DATE 7-7-17 Date:2017 nzn 11 a sm2-"W PROPOSED LEFT ELEVATION PROPOSED REAR ELEVATION DRAWN BY JSM/SPB 2002 Linooln Dr.West,Suite E•Markon,NJ 08053•Phone 888453.8358 Fax 253928.1149 REVISIONS: DRAWING NUMBER 7-6" 10'-9, 01 [� 10 4'0 3'3" 5'-0" 5'"04 E E 0 0 U � to __-___-_FLOOD VENT __________ Lj 0 C2 i 1'-4" i C13 lU C C31 or 4 _----------- c o e e -y(I).--------^-------- ---+ ��J♦ cl o E 00/ Cd .-^.._...---------.._......_+ p yJ r .. ((f z 1 1 1 ' 1 i 71dR1Ell c 0 BATH -� 1 D CLG.HT, o TANKLESS ER UNDER R t ` _ CL 1 I I ch1 In CABINET (V N V 8"X16"VENTS TO BE V-0"MAXIMUM ; I 1 i N KITCHEN . *� r 1 FROM GRADE. 1 1 U -CA O LINEN M to ,,,�• p� INTERIOR AND EXTERIOR i v i 1'-6° 2'-6" i 1 Q 1 � 1 1 -------------- 'D° d v ,o - 2"CONCRETE DUST COVER 'd • , Z.1 , 1 Xx N p i '" i N ih '- c OVL1824 J O 1 1 N N N 1 LL Z i v 1 U-1 1 ((� rJ I 1 = � f 1 1 v i 1 G9 ' LIVING (a ' 3'-6" 1 1 1 o AREA w W C'3 C4 0 1 � 1 ' ' N ' J co Cf ----- -- -----_J_ •_l*_-__^____-_---_..---___.._.._,.--�_ -Q --'-----, i N t� 1 1 --- --------tp _ __.._..------------------------------ ------ Y�C1 V ...� ' co • 1 1 1 Y Z D cm i r r 1 1 4x8 1 1 C r � > r U � PORCH � iL a/Jjy 1 1 C ` 1 1 1� `n'.' o _ , 1 1 0 1 w lv N o v 4 . 9 d G ♦ / 1 ' I r� 1. Q^ + / t t 1 � V 4 ---------------- • 1 1 1 w V! 1 O 1 1 1 i• LL W ------------- co ---------------------------- 01 1 1 CN34 4'-6" &-0" T-0- 2'-2- 2'-31/W 3'.6" 3`-6" Ak 17-6" 4'-51/a" 6-0" 7-0" 1 T-51/4" -f 8" FOUNDATION PLAN � FIRST FLOOR PLAN; (2)#4 REBAR CONT. •; ; pDp•a (3)11 7/8"LVL RIDGE �'o e• 4, s 2X10 CEILING JOISTS12 - n�p p e FLOOR BRACING 12 BLOCKING&CONNECTIONS SHALL BE PROVIDED AT PANEL ,��•o HURRICANE TIES H2.5A 14 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS 14 IN THE FIRST TWO TRUSS OR JOIST SPACES AND SHALL 2X10 RAFTERS BE SPACED AT A MAXIMUM 4 FEETON CENTER.NAILING port. (2)#4 REBAR CONT. REQUIREMENTS ARE:BLOCKING TO JOIST--2-8d FOR LC 12 1/2"CDX ROOF SHEATHING e. COMMON NAILS&AT EACH END. HURRICANE TIES H2.5A U p.•e e.e 10' ,pD•R 4.'D,.°v` (2)#5 REBAR CONT. Top of Plate 14 1X3 STRAPPING HURRICANE TIES H2.5A FLOOR SSHEATHING FASTENING z W W @ 16"O.C. NAILING REQUIREMENTS ARE:3/4"T&G CDX PLYWOOD OR EQUAL. V > W/1/2"GYPSUM NAILING TO BE 8d FOR COMMON NAILS WITH SPACING AT 6"EDGE/12"FIELD. Z Q Top of Plate {� WALL Uj BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 1 U-0" F"- (3)2X8 NON-LOAD BEARING WALLS TO HAVE A MAXIMUM WEIGHT OF 20'-0" U) W P.T.BEAM WALL SPACING TO BE 2X4 @ 16"O.C. W W U) TYPICAL FOUNDATION WALL LIVING WALL AT GARAGE DOORS TO 2X6 @ 16"O.C. O cc Y SCALE: 1/2"=V-b" Y 0 WALLS PQ� ' AREA boo WOOPORCHSTUDS:LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-9 F— W 2X6 WALL(DBLE.TOP PLATE) NON-LOAD BEARING WALLS TO HAVE A MAXIMUM HEIGHT OF 9'-9" U) Z @ 16"O.C.W/1/2"ZIP WALL WALL SPACING TO BE 2X6 @ 16"O.C. W EXT.SHEATHING APPLIED VERTICALLY. WALL AT GARAGE DOORS TO 2X6 @ 16"O.G. Q W Q„ D -------- 1/2"GYPSUM W/R 21 MIN.INSULATION. STUDS IN GABLE END WALLS:ADJACENT TO CATHEDRAL CEILINGS i— r - ; 8"CONCRETE WALL W/MIN. C'3 N 4'-0"BELOW GRADE W/20"Xi0° � � SHALL BE CONTINUOUS FROM THE CEILING DIAPHRAM OR TO THE ROOF DIAPHRAM. � � a DOUBLE TOP PLATE:SPLICE LENGTH =4FT.MINIMUM WITH 14-16d COMMON CONT.CONC.FOOTING Top of Subfloor Top of$ubfioor •- r { 1 1 T 2X10 FLOOR JOISTS NAILS EACH SIDE OF SPLICE. ^---------- Top of Foundation Top of Foundation WALL OPENINGS:HEADERS TO BE 2X8 WITH 3-FULL HEIGHT STUDS(UNLESS NOTED). SCALE 1/4'=1'-0" 2X8 P.T. e a EXTERIOR WALL SHEATHING:SHEATHING TYPE TO BE 1/2" NAILED 4"Q.C.EDGES/12"O.C. 12"CONCRETE FILLED a IN FIELD.SHEATHING(FULL SHEETS)TO SPAN FROM RIM JOISTS/BOTTOM PLATE TO TOP PLATE. DATE 7-7-17 SONOTUBE 44'BELOW GRADE ON 28"J6 Q p ° Q S DRAWN BY J5M/SPB BIGF007 FOOTING. ROOF OVERHANGS TO BE V-0"OR LESS. SIMPSON ASU66 W/ HURRICANE TIES TO BE SIMPSON H2.5A. REVISIONS: 5/8"ANCHOR BOLT Top of FootinS d: 4:. Tqp of Fgbtin RIDGE STRAP CONNECTION TO BE SIMPSON LSTA15 @ EACH SONOTUBE. d o o. 1/2"CDX PLYWOOD FASTENED WITH 8d COMMON NAILS @ 6-EDGE-12"FIELD. p <' a o'epa GABLE END WALL RAKE W/LOOKOUT BLOCKS TO BE 8d COMMOM NAILS ANCHOR BOLTS TO BE 5/8"'MINIMUM. MUM. @ 4"EDGE-4"FIELD. DRAWING NUMBER BOLT EMBEDMENT TO BE 71 M MAX.SPACING. BLOCKING TO BE PROVIDED IN FIRST TO RAFTERS/ROOF TRUSSES @ 4'-b-O.C..WASHERS TO BE 3'X3'Xi/4"THICK. SECTION A BOLTS TO BE 6"-12"FROM END OF PLATES2 1 2" OPTIONAL al ROWS OF 8d NAILS @ 4'O.C. [Q o a STAGGERED,1 ROW IN EACH PLATE E E 8d NAILS @ 4"O.C. 6d NAILS @ 12'O.G. .. V O /7ALONG PANEL EDGE IN FIELD OF PANEL v °-- — -° - t-- .... _ rr� Q. r Lj h Y $(1 NAILS I I 1 I TWO ROWS OF 8d NAILS @ 4"O.C. ' - i - -' � O- u 4'O.G. STAGGERED,ROWS 1/2'APART u 11 11 u 8 � I V N II 11 11 II II II = I ' U E II II II II III I L.L � I1 n n II V � > i 1I It II II ,: ' I ' U "'( U o a I W R II j ; l , ^r ,� = a LL w It 1I II 11 11 m LL II u u II w a x 4N Cq w ; BLOCKING NEL Wlp I I N II II 11 II 11 II II it II It 11 3 1 1 ; n n n I I n I I I I I I I I © t BLOCKING I 1 V) � 5/8"ANCHOR BOLTS& , r O a T Bd NAILS SILL PLATE XXXX0.229"GALV.STEEL W (D , 0 LL @ 4"O.G. PLATE WASHER(MIN.SIZE? T' i I I ' w aN @16'O.C. m ccJ Z O .14; 4 11 14 t 4.61'4 D'4 11� (In o t I ' O D Lu li (_I Ln 1 Ic I t 1 4 4 a FOUNDATION 4 a 4 4 dp , 1 ' LL .ai W r, 4 D'n D'p D'4 u 4 u 4 .6 D'4 D'4 X x O g �- F- > . A . ? > . > > . > . > . > . n 1 O OPTIONAL 1/z" ONE-STORY WSP DETAIL FOR a-°-o TWTWO�iOWS OF 8d NAILS @ 4'0.C. ' l N Q �� Cl) �iINGLi DOUBLE SILL STAGGERED IN DOUBLE SILL.PLATE 6X6 P.T.POST °____ __ _________, , 00 COMBINED UPLIFT & SHEAR PLATE 1 ROWINEACHMEMBER - I F— O � 1 Lu 0 ot3 U z O 1 ua a. --------- Lu Cl) FLOOR FRAMING PLAN (2)11 1/4" LVL HIP .-- -- -----* ------------- t ,Z N t /Z ' ' ' , (2)91/4"LVL BEAM 1 1 � z ,t tl EN THIS EDGE RESTS ON , FRAMING USE 8d NAILS 11 , I a Z ;,�, AT 6"o.c. 1 � ' FRAMING MEMBER 'i p — — , ; (2)1 EDGE IN RMEDIA 1 — — - TT "- 'T — — LVL VALLEY t 1 t.-318" II II ' z a Ir u u U X MN �/wA) ---- ------------------ 11 + y M it II © it ' STAGGERED z "MIN I I fy I I 11 tV 11 NAIL PATTERN 1 I I I I I f- If �r PANEL EDGE PANEL n n a , t ' L W uj DOUBLE NAIL EDGE SPACING DETAIL 4C I I I I 00 ; : ' 1 U Detail w M Z , ; , , W W �II�IIIIaIIAt■IIIgAM� U Vertical and Horizontal Nailing if w w 11 If a {2)11 1/4'LVL RIDGE ; ; W W for Panel Attachment II z 11 Q I1 ' W W Cn I I o 11 11 I I (3)2X8 P.T.BEAM , , Q IlaSOON II 11 II II ; (2) 11 1/4' > n LVL VALLEY W N Z W 6X6 P.T.POST 1 +� DOUBLE EDG ` J Lu NAIL SPACING a IS W N PANEL •. L t 1 ' V y N See Detail on Next Page ' -------------- (2)11 1/4" ---------- --- , SCALE 1/4"=1'-0° LVL HIP ' ' 1 1 , DATE 7-7-17 Vertical and Horizontal Nailing DRAWN BY JSM/SPB for Panel Attachment ---------- ----------• ■ =6X6 POSTS REVISIONS: DRAWING NUMBER ROOF FRAMING PLAN 0 //�� MEMBER REPURT Lawl.Fk.,Flush Beam PASSED u,t MEMBER REPORT Level,RpoL'edge beam PASSED �� R✓ MEMBER REPORT Leval,R-f:Ht�)lay Beam PASSED l' T E.` 2 piece(c)1 3/4"x 11 1/4"2.OE Microllam®LVL 2 piece(s)1 3/4"x 9 1/4"2.0E Microltam®LVL `3 -M 2 piece(s)1 3/4"x it 1/4"2.0E Microllam®LVL Overall Length:W r ` O Overall Largth:1V 312' _ Overall Sloped Lei 1T 1 13f1B' V O C+ + o 0 0 "z - p N _ewl� C O ® � g•to lilts• U (r}} t CI I] MI kocatlans are mmsured from dw wistae rate of left suppWt(v IeR carone end)MI di moslan,are hodzmetal.;D-ing Is C-INal Uat 1 MI in abate,are measured roan the elteide fact of left support(m left TaMiles,r end)A0 dmemime are horhontal.;D-irsg is CnosepniAl All lootiolss are measured from the outside face of left sunrorl(nr IA mnbleea end).All dimensions are h-olot.;Ora Ling is Cmcepolal � (D n RlW llpai a4aptlae A4ar RueAt lOF Lwal p.elRbalbn ) S75trn:Fbr Y/ n )ts ASN)+lap!•! AbPei Reel LOP LAatl:hrMnaBgn(NWR SyAem:Rat Member Rea dim(ohs) 2526 @ 1" 5]0912.25'7 Paned(M%) - I.0 D+1.O Lr All SPare Nemhs Tylm:Fbd,&vm keprkl eeeewe LopNRe elle+ed Re" Le" Iaek deNleWre(PMtane) S"W Roof '+ E Member Reaction Ibs 31670131 SMI i5U" Paved r3fi% -- l.0 D+1A U All - Mrnbr type:Ruin Balm Slrar 8s) 2535 @ 1'31e 7609 Planed 133%) 1.25 1.0 D+1+J Lr,'All IR eutldih,Use:Resde#al Member ReaRion(Its) 10U5 a 2' 51J6 .50'� Passed(19%) -- l.J D+1,U S All a NrnOaTope:Hari Beam V Shear(Ws 1566 @ 11'11` 9351 Passed(17%) 1.15 l.0 D+1.0 U(All Spam suitlR,use:Resdental Moment(Ft-lbs) 5419 p 2'1' 14rJ05 Paned 39°h 1.25 1.0 D+1.J LT(MI r nood, code:®c 2m9 Shear Ube 711 a t'11/ia' 8633 Passed 8eb 1.15 W D a t.09 AO mxwnp ua¢:Read<MM Ld co O M.mot(R-ni -3743 9D 13' 20171 Passed fig%) 1.25 1.0 D+1.0 LY(AJ I re) @dlRng Co :-2009 Uw Load Dee.(ln) 0.078 @ 4'3 IM' 0.308 Parsed(L/999+) - i.OD+1.0 Lr(AA Spare -go n.I.A k t A5D Moment f R4bs) 1112110 4'41/8" lam Polled(30%) 1.15 k0 O+1.05(Aq a avbirt Cam-.lac 2,o t Live Load Dell.(in) 0.362 a 5'11 7m" 0.428 Nosed:L1999+) - 1.0 D+IA Lr(Alt Spare) ly¢d9^Nsdl,otlologY:Aso Teal Laad Dell.(In) 0.151 a 4'3 5/8' 0.463 Passed L/733 - 1.0 D+I.0 Lr'AN m UN.Load Deft.C) 0,1134 a 4'10 5116' 0.397 Pleased( 99+) - is D+LO S NI Spans) Daolr M.slmdo_ASO V 'a • cnbTl>LLRf]NIard R(1724p). 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Haez,fh Resiael,w ahewneerd,¢eabrm)apb.-,m NewnaerWlewureblmpo,"em //�t co a dr aicc ,azPm,-x"dco+a H-k4fe U 0 [seal ev cdnb Ma. _ page Page4 d5 VJ �^ co Page 2 col 5 Q Wd•t/ )V�'^ a' 1..1� W d9 F O R T E MEMBER REPORT Level,Roof:Him lley Beam PASSED 2 ptece(s)13/4"x 11 1/4'2.0E MicraOam®LVL Overall Sloped Lerglt:1T 5 3/4' o All locate-are measured(torn the outside face of left wpport(or kit ranRk•Yer end)AII tYnee-are ho i-al.;Draveng c CIlunpblal DeAp Real AgrYal•Looetoet AlRaei RpWt LOP excel:CoMbNIM(Nero) 9,etsr,:Rod Member Reaction(lbs) 1419 @ 13'51/4" 3938(1.50') Passed 36%) 1.0 D+1.0 S(nit Spans) Membe Type:q,ah Beale Steer(lbs) 11159012 8 1/16" 86M Passed(13%) 1.15 1.0 D+1.0 5 Alt Splints) a ing eke:Residential Marnent R-ft) 3299 @ B 4 1/4" 18558 Passed(18%) 1.15 1.0 D+1.0 5(AR Spans) Building trade:1BC 2Uu9 Live Lard DeO.(in) 3.o91 @ 7 8 Il/16" 0,485 Passed(L/999+) - 1.0 D+1.0 5(Aft Spans) Ded9n MMMd JY A9D Total Load DeO.(In) -0.058 @ 0 0.203 Passed(2M) - 1.0 D+1.0 5(Alt Spam) Nm,br Pitd,:e.49/iz •mftxdon plmda;L(L/mo)and TL(L/m). •Ovrhag ddle tw,ofaaia:L(2L136U)ant TL(U.n Tm Edge Nadi,(W):TW c ,,,Iosioo edge must De faced Is 1&6"P/c mien dedla of a eie. •Boller,Edge tiacb,p(W):BWm,camprenion edge inlet be N.ad at IN W oA uN-ddailed 1 ln_. euerasl Leash to 9N,prlateP) Tool ArROP14 RnRYrrl Dead 9rw Tpbl Awprtp t-eneka M0t<-SPF LSO" l84 464 648 Rbddng C.)2-Hdrlpo r,11 11Y$PF- 3.60" Ito re 150" 1 582 1 07 1 1419 1 see ode e •Bloddng Panak as aswued W R')o,"no lmd¢appled doerlly ablWe Bee and Not far load k applNd W do,memNa heft daslgmd. •M hanger ssol os,me Tod Bearing oo-is equal to-widen of the manned tleat k supposing the hanger •e See Camedor Md bebw fa adEebnal Mhmnat end/r aaairrmMs. V J O co .SI R IW tRran rr/ -Tle CenneEDrle V J W 1pRilh up well Pere Nola IIrRRlrllNb /mmrlall 2-Farm lloaK Hap^ -ID31 3.W" N/A 22-l6tlammm &16d double Amr L9TA125bap "moot Devi Seal Loads larroa(dltM) IRldee (4Aq U•r� eeNewed. 0-Sol Weypht(PLF) U10 13'S Iy' N/A S 1-Teperad lPlF) Um1'S" N/A 1Ub24.6 U.Ub40.5 GenratM hum Ruuf W ]-Teloored(Plf) I'S to ITS IX N/A 0o W 11f2.] as W 210.4 Gnc�atM from Reel � W Gene[ W"Wh eOUSW I flaw Y SUSTaINAB[F raiL5lw lnnwirvr O U W<V<rheeuse wamnr tact do,dA,d h products war be'u,muds,¢wed Weyerheeur P�MYct dent^almia end III M design values Y Wryrha¢user epre'dWalms any mIe waneMLL'relefed m aw soneare Ike If n*soRyew is o"t I-.W cI,000,nt We need fora III volelm ital as NNrsMnm bythe samara,M.,g I.-The dedgne d riled,hot ,frmhek mmr,sable to-1 hat phis caindokI,Is Wpmlaotk with Te o 11 pmk2 Maurks foloo Roard,Noi Parek ant Squash Nth)are n$Ees'ped by ft sprtw0re.Pmdo--os tooted It es eoh-Wloe1 arc thdd'Panl'wonted 1.a¢Aamuble treary oaMaM+.Weye-I,Engineeroo Lumber P.rydhtta roes,been eeebNM his IX H under Nthrdcal eoenl M-1153 and ESR-1387o djr tested in acwrda,w wkD apo lwble AVH stloft s Pa w"eot code eIoo.aam ni Wayehaeuaer Vodud Rnratore and Wssallaeun assail¢era to wwvs.wNaM1Mln'er<omrMandPrMutW/documen[+ib ry. the proda2 applaatim,14.design baaL dmmdnns and supeut(dote-lave been woWDrd by Foote steel Opealr Z � W EL = N0 Pam ean•Ne.opermr 3eb Nr,be 711 01201 7 1:30.12 PM I shwa,eiumau< nwvexx ReNdence Forts v5.3.Deaigl3 Engine:V7.0.0.5 SCALE 1/4"=1'0" l Ard,aarn,ro ty spa LLC lu Phtainaat c„va Harweck.4ta (stet+as_-sae ,„.,a Mr, Page 5 of 5 DATE 7-7-17 DRAWN BY JSM/SPB REVISIONS: DRAWING NUMBER 0 E E O O U U CL C: Cl) Ld -0 12 a) C 8 to U to (D 0 ++ U °' '- O j 0 780 CMR: STATE BOARD 4FBIJ1LDING REGULATIONS kND STA0IDARDS � v _ Q- APPENDICES n/ U Ll1LL Loadbearing'/Nil Connections 780 CMR: STATE BOARD OF Bu1LDlNG REGTJLA77ONS AND STANDARDS Lateral(no.of 16d common nails).........(Tab, 71 ......................... ? THE MASSACHUSFSl"1S STATE BUR DING CODE Non-Loadbearing Wail Connections Lateral(no.of 16d common nails)......... (Table 8) ? AWC Gn 8n Wood Consowedion in High Wind Areas:110 mph Wind Zone - Load Rearing Wall Openings(record largest opening but check all openia;s for compliance to Table 9) fde Massaebusetts C`>heddist for Compliance(780 CMR 5301Z.1.1)' Header Spars......................... (Table 9) -.---........ 3 ft0 in.:5I 1' Sill Plate Spans .......................(Table 9) ®Check Full Height Studs(no.of studs),.......... (Table 9) ......................... 3 Non-Load Bearing Wall Openings(mord largest opening but check all openings for cornpliance L0 Table �Hance Header Spans. ...................... (Fable 9) .............. 6 ft 0 in.s I2' 0 1.1 SCOPE — . Wind Speed(3-sec.gust) .................................................. ......... Silt Plate Spans .(Table 9) ft 0 in s iZ"' W� 1 ............ B Exterior Walt Sheathing to Resist Uplift and Shear Simultaneously' 110 Full 3 _ poaute .. ........__............................ . xtezio Q 1.2 APPLICABILITY t4linimurri Building Dimension,W (� Nurtiber of Stories Gat roof which exceeds 8 in 12 slope dial(be conaklemd a C ity) / Nominal Haight of Tallest Jocningz.................................... <6'8" fY L0 2 stories s 2 swries V Sheathing Type...................... (note 4)-... .... ........... CD�/OSB W W (� N 12 Edge bail Spacing .....".............(Table 10 or note 4 if less) ........ in. Z 0 r Roof ............................. (Fig?) _...._............ s 1212 y 7 0 )Aeon hoof Height ........................(Fig 2} ....._............. 14 ft s 33' Y Reid Nail 5pacin t ............-......{Table 10)......-.............. �ur. - J 1 Shear Connection no.of 16d common nails)(Table 10) ........... 3 Building Wkkk W ...................... (Fg 3) _................. 5[t s 80' fig Z CV P - ............ ......... _ Buildirt I.an L (Fig 3) ................ 8 s 80' Percent Full-Height Sheathing (Table l0).. 90 (� (D $ 515 Additional Sheathing for Will with Opening>6'8"(Design Concepts)........... _ ] H F- 0) Buildetg Aspeix Retie(L/A) (Fig 4) ................... 1.60 s 3:1 Z Nominal Haight of 15t m Opining? ......... (Fag 4) .................... s ES" _ Maximum Building Din nsion,L Q W W - Nominal Height of Tallest Opening?.................."................. s 6'8- � F- 00 L3 FRAKNG COA NEMONS Shea ping Type...................... (note 4)................... GRX/OSB Z 0 <( LC) General Compliance vtittt framing t annetxitms... (Table 2) Edge Nail Spacing .. .......-_.. (Table I 1 or note 4 if less) ......... 4 in. W U 2.1 FOUNDATION Field Nail Spacing ...................(Table 11)...................... 12 i:.. ❑ Z Foundation Wails rt wdrig requiremwAs of 7W CMR 5404.1 Shear Connection(no.of I6d common nails)(Table 1 I) ......................... 3 U) 0 0 nd ✓ Full-Height Sheathing .......... (fable 11)_........"...............37 t7n W 0- Percent Concrete .................................................................. S�Additional Sheathing for Mall with Opening>6'8"(Design Concepts)........... W Concrete Masonry ........................................................... — Wall Cladding ❑ 2.2 ANCHORAGE TO FOUNDATION[-' Rated for Wind Speed? ..............."............-----------.-.............. 46"Anchor Bolts m bt ddrd or gi'a ftcp W ry Memel AWJM as an atU natm m cu>in re only 5-1 ROOFS Bolt Spacing-general..................(Table4) ..................... io spans r a tee - Bolt Sp�gf-om cad/JoiaL Of Phu (Fig 5) ... 6. in.s 6"-IT- y� Roof framing g.member spa checked? (Po .. f Nry use A4VC Spar Tool,•ft BBRS to of 2') Bok F. -Caoctely..............(Fig 5)... .............. is 2 7" Roof Overhang............T.............. (Figure P 9) ..... 2' ft_<smaller of 2'qr J� Truss or Rafter Connections at_oedbearing Walls BokErnbe�tt-mYeuq..............(995) ...................—in.2 15" --y Proprietary Connectors Plate Washer .........................(Fig S) ................... 2 3"s 3"x SG �L 230 Uplift ............................. (Fable 12).................... U=30 Plf 31 FLOORS Lateral ............................(fable 12).................... l= 1 g1f Shear....... ......................(Tablel2 S= 77 h, Roar fiantiag member t4iaasldiecla:d .........(per T8C1 CMR 55.00) .................... - - .. .. .. .. P Maximam Floor Ora - hnattsion..........(Fig 6) ............ 12 ft b IT Ridge Suap Connections,if collar ties not used per page 21(fable 13)............. T=130plf .•.• for ' Gable Rake Outlool er ............... Fnt1 fleigitt Watt St: _ Hoar Openings lean tlmti 2'from Exterior Wall(Pig 6) ........... ......(Figure 20) �8 s smaller of 2'or L2 Maximam1loorJei.:r:` ks Truss or Rafter Connections at Non-Loadbearing Walls Swppo[ti►tgLwaz t Vhft or Shearwall .(Fig7) ....................... _ftsd PUplitar.Contactors Ms>daran Caap"ta�ecai 1ilotir Joists pifr ..........................:,.(Table 14)..........."........ U= 417fi5. SafpcotivS oai> Walb or Sbearwall .{tag 8) ....................... _tt s d Lateral{n0.of 36d common nails) .......(Table 14)...... .... L=176 ib. F1oar$acaig at 6ideraIIs ..................091111 In ...._..............._.......... Roof Sheathing T ......."..............(per 780 C,IeIR 58.00 and'P)............ FWorSi igTJ!pe .....................(per78D0AR55.00). Roof SheattiingTivekness ..................................,.... _li2 in.2 7tt6"WSP ................ � Roof Sheathing Fastening ..................(Table 2) ......"....-.. .......... 8d F1oar T6iclaiest: 76t3 CUR 55. ••................� .... 2 8 mils at /1 in field Notes: i+toarsbt>e�1?astrztlag ............. (Tondo )_....sl s�+� �. 1. This checklist shall be met in its entirety, excluding the spacific exception noted in 2, to comply with the 41 was requirenrents of 780 C41R 53012 1.1 Item 1"If the checklist is rnct in its entirety then the fallowing meta!straps Wan new and hold downs are nor required per the WFCM 1110 mph Guide: Laadbarimg Walils.................... 0 5g 10 and Table 5)....... ..8'-10}t s 10 �ttgtUt .................(ft10andTIME�....... ...g_1DR s 20' a St�I Straps perF[gate 5 b. 20 Gaga Straps per Figure I I WeR SW Spacing........................ft10 and Table 5)....... L in.S 24"o- � per c. WIN SOY tlffsets .............••.........{Figs 7&80 ..................._11 S d d. All Strap Per Figure 1 14 4.2 FxTEWR V/AT 1 Ss e. Corner Stud Hold Downs per Fide 18a and Figure 18b Wood Studs 2. Exception:©pening heights of up to 8 ft,shall be pemtitted +hen 5°lo is zdded tc the percent r'uli-height sheathing Loadbearing walls .....................(fable 5) ............2[t s.-9 ft Din. requirements shown in Tables/0 and 11. ..........2x.�- 9 OIL_10 in. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated,-;-grade. cc GablaFxtdWaO$ walls •..... ......... {T ilcS) 4. a FtrorrTables lOandll and location ofwai1sheathiagztd Building AsYectRato,determine evcntPuil- lei s Full Hewer 3edwaAStasda...............(Fig 10) ........................ Sheathing aril Nail Spacing requirements U WSPAttie PIM IANP ................(Fig)1) ................... —ft a W/3 QYP��S�Of WSPI"901d)(trig 11) _,_,ft 2 0.9W ____ 'zrt W W and 2 x 4 Caotiauom Donal Bisce 0 6 fL ox...(Ag 11).............................. ....... V or I x 3 cd11ng Runt soaps @ 16'gwing min.with 2 x 4 bkx*iig 0 4 8.spacing in end Z 0 .loutarttasbap ........................................................_. W Double T'opplate 12/28i07 (Effective 1/1108) 780 CMR-Seventh Edition 1055 W U Splioe Length.........................(Fig 13 end Table 6) .............. 4_ft ✓ 0 0 Spl{tx Connection(no.of 16d Caton nailsXTable 6)...."....................... V 14 Cn W WCC W C/) 1054 780 CMR-Seventh Edition 12/2R/07 (Effective 1/1/08) G Y O Y UQ E- w Z CD � Z W D CC 0 = N ~O 0 SCALE 1/4"=V-0' DATE 7-7-17 DRAWN BY JSM/SPB REVISIONS: DRAWING NUMBER s_I['O p L. MEMBER REPORT Level,Roof.ridge beam PASSED !1 f f1 G 2 piece(s)s 1 3/4"X 11 1 4"2.0E Microllam®LVL i' O T, MEMBER REPORT Level,Floor Flush Beam PASSED O P ( ) / 2 piece(s)1 3/4"x 9 1/4'2.0E Microllam®LVL U O Overall Length:18.3 1J2" U Overall Length:9'7' Q C Ncz + - o 0 U N 12'81/2" - s' IL e' - ,(' V a) o © o L1I L- a All locations are measured from the outside face of left support(or left cantilever end)-NI dimensiom are herizontal.;Drawing Is Conceptual All locations are measured fro n the outside face of left support(or left cantilever end).AII dimensions are hor ichntal.;Drawing is Conceptual ^, Dalial Rmaks Adwef•L-kil a ARewad R." LDF loaA:CembfnoBah(Ntaem) Systern:Rod onsignResults Actual•Wiow- All-i R.odt LDF load:CRae6itratlan(Patten) system:Rom V O Member Type:Rush Beam Member Reaction,(Ibs) 2526 @ T 5709(2.25' Passed(44%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Pooh Beam Member Reaction(Ibs) 3167 @ 13' 8881(3.SO") Passed(36%) -- 1.0 D+1.0 Lr(All Spans) U Shear(Ibs) 1566 @ Hill" 9352 Passed(17%) 1.25 IUD+1.0 Lr All Spans) Building Shea(its) 2541 @ i'3/4' +W Passed(39%) 1.25 1.0 D+1.0 Lr(All Spans) Ecaldbg use:RIK 2" 'co Buildi Use:Resldental Moment(let-Ibs) -3740 @ 13' 20ll1 Passed(19%) 1.2 co 5 1.0 D+1.0 Lr(All Spans} MpmeM(R-Ibs) 54L9 2'4" 14005 Passed(39%) 1.25 1.D D+1.0 Lr(All Spans) Buildllg Cede:IBC 21pg BWldrg Cade:IBC 2909 Live Load Deft.(in) 0.062 @ 5.117/8" (L428 Passed(U999+) -- 1.0 D+1.0 Lr(,AI[Spans) Design Mad ddogy:ASD Live Lard Deft.(in) 0.078 @ 4'3 1/4" 0.308 Passed(L/999+) -- l.0 D+LO Lr(All 5pansj Design Menwddogy'.A5D cz Total toad Dell.(in) 0.151 @ 4'3 5/8" 0.463 Passed(L/733) 1.0 D+1.0 Lr(AN Spans) _ / U) U TI1WI Load Deft.(hn) 0.112 @ 5'113/4" CL642 Passed(U999+) - 1.0 D+1.0 Lr(Aft Spans) Member Rich:0/12 Deflection aiterne LL(L/360)and TL(Lf244 -- •DepTopedge al acing LL(:Top compression(LJ edge Top Edge Boor g(W}Tap compression edge most be braced at 1&2"olc ants detailed otherwise. .Not an,Edge shading (W)W avll-cor'pa¢icon ode mast be W..d at g•5-a,tlebMW dhawrc. Bottom Edge Bracing(to:Battmn b-presswn edge must be braced a[1W 2°oft unless detailed otherydu. Edge Badr9( ) g We uMess detailed amervase. --243 H.upbn at support 18'1W.Strapring in other restraint may be required. 9®ia ll Lead.be supports(6) eeariulg Loa&to uppulf(Ibs) Supports Told "'Wine Rquird Dead I ppef Lew I Tabu Aarair i-Colum-SPF 3.$0- 2.2V 1.5]' Ills 192 13t9 2J19 11/4"RBm Board S4PPDrTS iobl AghL61n RepeFed Dead RI.N.f Tobl A- 2-Cdarm-SPF 3.SY 5Y 2.25" 1 410 g4 192 4 1036 1Rim Board 1-Cdurrm-SPF 3.5W 2.25" 1.50' 1 50 792 1 1285 1 1/4"Rim Board •Rim Board is aswmed to carry all bads uhad di-tFy above k bypassing the member be,deigned. 2-Crum-SPF 3.50" 3.5U" I-S.. 1444 1723 1 3167 None 3-[damn-SPF 3.50° 3.50" 1ST -35 144/-208 144/-243 Now ndylrbry Dead Ray 1.1- Roof left -Rim Board is assanW to on all load,applied&-ty ab-it.bypassing Ina member being designed. LOWIS Loud.(Side) VA&h (C-9h OAM (aef+wwn Lerl C-lober& 0-self VJaigh[(PLF) 11/4"rog'53/4- N/A 9.4 TrlbahwY Dsd Rd IIVe 1-Unnom,(P$F) 0 to 9'T'(Flanq t' 12.1 40.0 - R-clengal-Whig LoadS Lco troll(9dt) 9Adtli (ofy fed ew i.a� Corr ma.As Poiry(Blot z'9"FroR) N/A 4H 1723 UnkW�m support 0-Sell Weight(PLF) 11/4"to 18,3 1/2" N/A 115 rhd9e a to 18'3 1/2" 2 1-Uniform IFSF) ,T 6 6" 1S.0 20.0 Rod �.��'.�igw. Wr.w E..mrNDt" (lj1 SU5iAINABLE FpiESiItY INI1WNE a N�' WeYerhaeuserNOtxs 4st15rAIWaRI[FoRFSihtYINITIATIVF Wanbol.serwarmMsmatthe"IngdasproductswellbeInacrwdanewMWeyerhaeaserPhdud design ctneliaand Publisheddesig.valves. Y rL- W yerhaeus¢c warrants at tre dai d its aduds will be in accordance vkh Weyerhaeuser proaWd design mterla and published desi view. e,wressty disrWlms arty other warrand,s related m me software.use dthis softearz is r,ot inbs,ded to circumsart the Ixod fw a design r'9 R 9n pslh M vdluas. prahsUmal as depanrined by me ahltlrany naWnq jurldltnon.T1ne desgner d raatl,buNtler a homer Is responsible to asainv mid cols evaulavar Is rye�iI�� Wyedmaser expressly dorlaims any other warranties related to the soft-re.Use of this saff sha is rwt i ai wed to drpc A it.need for a design compatible wM the waall pal AacessaHeS(Rim Board,Blocking Pan&and Squash Blacks)are rot designed by no,software.Products manufacaured at (y LO professional as determined by the authority having jurisdiction.The designer of record,budder or framer Is responsible to assure that this ra culabor¢ Weyerhaeuser radiates are 9,10-wry-01 W to sustainable forestry standards.Wyertmaser EnglneaW Lon-has-Products base been baloand by[CC ES /•� 1 campsbble with me overall project.Accessoeas(Rum B.M.Blocking Panels and Squash Blacks)are not de5lgned by this software.ProduW manufactured at under-nical reports ESR-1153 and ESR-1387 dnd/ol tested In asorddnre Wth applicable ASTM stadihel,For-he code evaluate ,epor@,Wye,h-- W L.L_ rye', Wye+shoe er fazROes we mitd-pady CeOfld to sustdlnable forestry standards.Wryeltiaaser Engineered Lm b.Products have teen evaluated by BCC ES prWuit Berature ant a Namtbn all refer b,wvw.weW laeuser.mm/woodprWues(documeM-Bleary. 5 W Z `V and.technical reports ESR-1153 and ESR-1387 andla tested ei accordance ssith applicable ASfM standards.Fa err rent code evaluation reports,Weyerhaeuser The product applkddon,inpld design bads,dimensions and support fdpmdtlon have been pmNtlW by Fate Snitxare Operator L //a•••aaa T� prod 1 IRerdure md-InsbNabon demik refer to www.wyabaesser.camiaeadprodads/dacumentitaary. C O fY1 The product application,input design loads,dlmerbians and support Influmation have been Podded by Font¢Sort-''Operates C F- Q Wo 0 Z D 1 LO Q LL z W � Z < 0 U) 00 W 06 U Lo W0 O WY U a Forte sdewa.e r.-- Job Nuts 7/10/2017 1:30:12 PM LL W $Hewn Bieeonane Herwerk Re.idenu Forte v5.3,Design Engine:V7.0.0.5 Q Farce Sa...Operator Job 111- 7/10/2017 1:30:12 PM Architecture by SPB LLC 122 Rrguithad C e Herweok.4te tiWiSPorte v5.3,Design Engine:V7.0.0.5 1°a5'7sa1 h spb,rmh Coa,RMa sham,Bissonecla He k R oadcnce 9 9 ®a`°""°�1fC y Page 3 of 5 Archp¢ctura by SPB ILC 122 Pingukkad Ca'a Henveck.4te ------- - - - -- (50814954881 Caadt"a_ Page 2 of 5 shewn�art-1amlWrebyspb.cam 91 F O R T E` MEMBER REPORT Level,Roof:HipNalley Beam PASSED O F O R T MEMBER REPORT Level,Roof.Hip/Valley Beam PASSED 2 piece(s)1 3/4"x 11 1/4"2.0E Microllam®LVL f'� 2 piece(s)1 3/4"x 11 1/4"2r0E Microllam®LVL Overall Sloped Length:13'1 13116" Overall Sloped Length:IT 5 314" a o p g t t 8A9 9AB� Ir 1013116" 1'6• r 17114' 1 2 AN locations are measured tram the outside face of left support(or left cantilever end).All dimensions are hodza lal.;Drawing is Conceptual All locations are measured from the outside face of left support(w left cantilever end).AII dimensions are hon2antal.;Drawing is Conceptual DeWilln Results Aebaif o Lootil ARowad R-At lnF Wad:m blaiii an(Pxtal System:(mar DeSign Rtes111ts AdpJ®lautlan Mltulad ResWt LDF Lwd:CaetYriMlon(Patbm) system Rod Member Reaction(Ills) 111115 font 2' 5206 3.50") Passed(19%) 1.0 D+l.O 5(AII Spans) Hember Type:Ruse Beam Member Reactlm(Ibs) 1419 91 S 1/4" 1 3939(L50") Passed(36%) 1.0 D+1.0 S(AR Spanss Mernber Type:Rush Beam ear Sh (Ibs) 7110 1'll/16" 8603 Passed(8%) 1.15 1.0 D+1.0 S GUI Spans) Bu a g Use:Residential Shear(Ibs) 1159 @ 12'8 1/16" BW3 Passed(13%) 1.0 S(AR Spares) Moment(Ft-Ibs) 1826 @ 4'4 Ifs" 18558 Passed(hold.) LIS lA D+1.0 S(AN Spans) W"Coale IBC 2009 Writing Use:;IDC 20M live Load Defl.(in) 0.034 @ 4-10 5/16" 0397 Passed(L/999+) -- 1.0 D+1.0 5(u�Spans) Design Methodology:ASD Mamr-M(R-Its) 3299�8'4 1(4" 0.485 Passed(18%) 1.15 lA D+1.0 5(Act Spar c) Bedding Code;mC 2009 Tome Load ltai(in) 0.060 @ 4'10 1/2" OS96 Passed(U999+) t.0 D+I.0$(AN Spans) Member Ptah:e.49/12 Live Load Dent.(in) 0.0910 T 8 11/16" 0.485 Passed(L/999+ -- 1.0 D+1.0 5(AR Spars) Design t4ethoddogy:ASD N••� •Deflection Ynaa;LL(Lr367)and R(U240). Total Load Dell.(n) 0.Z00 Palled(1U792) - 1.0 b+1.0 S(Mt Spans) Member Rich:a.49/12 r , •Del cnbw:LL(L/362)and TL(L/243). y •Top Edge Edge Bracing n Top compression edge must n braced at 12'2"IT unless detailed ea ervAse. •Overhang deflection criteria:LL(2LI360)and TL(J.2'). �f W LU •0at[am Etlge Bracing(W):Bo[tpm mmpr¢6im edge must be traced at ITT'a/c unless tlebNed atlnerwise� •Tap Edge Bracing(to):Top ePnprCS"ar,edge must be band at 16.6"o/c unless detailed dhervas.. L RMrYy Lotdf to Supports(U) -Button Edge&acing(Lui Bdtan campramn,edge must be brazed at 16'6"by,unless detailed omenvke. C) Supports Total M"abbe Re"Iea Dyd snow natal AceeaBorlea a-am load.to sarPParb(the) yr/'� z /O I-eev¢Id Rate-SPF 3.50' 3.SY 1.SY 423 S83 10M Blaclenq vJ 2-Hangs on 11 1p'SPF barn 3.SU" Hanger' 1.50" 236 176 51[ See non,• SLf TaDd Ata8e61e RgYkea Dud Snow Total AuwweaRlaB 'I I 1-BeveAd Plate-SPF 3.50" 3.50" LSY' 384 4CH B48 Blaring 1 1 l Y.QY U •mocking,vale he assumed m carry di beds applied al to the above than and me Alp had is applied b the member be-Ing designed 2-Hanger on 11 114"4F beam 350" Hanger' 1.50" 582 837 1419 See note' Q •At hanger Supports,the Total BedHrg Olm¢nslon Is equal to the widen d doe mMeHai mid is 5uipating me hargo See Comecon,grid below for addhord information and/o requbemaHs. -Blocking Panels are assumed W carry ho loads app"directly above them and the find load is"{plied to me meaoa being deslgwdtl �//rt� -M hangH supports,the Total Bear"dYoension isequal to the width of the material that Is supporting the hanger v/ W Conrreetar:51 Tee Ctahnoe'tors - see connector gdd below to aadwen iI idamaaon andlar regdtemerds. W SYpFort LISMY Seat 00 Ta►fA Face Iona MpY6ublean A TA12 Snap CDnnelaor.Sl •T)e Canf143etDrs 2-race Mrwrn Hanger HHLL548X D35 3.00" N/A 22-16d common e-]btl daAM shear LSTA12$pap 9EFpat Nod/ Spry ltlpth ToP lea& Faun lblY Flalaber Naha Aataialea O Tdq,.bry lleW 9rpw 2-Face vocalic:flanges WUS46X D35 3.OD" N/.4 22-16d common 8-160 double sneer LSTAl2 5bap Loam Leutron(sae) N/AA (o,9D) (1.ss) CeouaMb rrill""i Dead stow U 0-Sol Weight(PLF) ❑to 9'lU 134111 N/A 11,5 W 1-Te -(PLF) a to 9•m 13(16" N/A 85.7 to J.3 173.2.a.. Con'eramd bon Rod Loads Lautiw(Sae) Yfldd, [U-90) OLIS) Caanuaits 0-Self Weigh(PLFI 0fo 13'SSH" N/A 11.5 ` a W LF) nt I,T, N/A 0.a 10 145 0.am 49.5 Generated fra"R"d N�M i-Tapered(P 45L151AINARtF.HlRESTW INItIAiIVF /\ Wyemaeusir wamantS that the sldng of Its products will be b-mince with WymNiati w product design thosla ad pebllshd design values Y 2•Tapered(PLF) 1'S"to 13'S 1/4" N/A U.0 m 1112.7 O.0 to 21U.9 Geferated from Roo( W Wyedw o-expressly de ctilans any other warrrnties rzlatW In the sdtwre.Use of this saRvare is non,,tended to elreumverit the need for a design W professonal as d¢cMMncd by ere damarity having jurisddim.The designer d resod,bailda a homer is r¢ynpnsibl¢[a aswoe mid this cdlauWaon is m 11.... ampadble wNh the overall project.Aem ws(Rlm Board,Borktng Panels ant$aiadn Backs)are not designed by able software.Products manubcturW at Weyerhaeuser Notes (!yJ 5115TAINABtE(ORESmV IN(rkTNF Wyemaaser facilities are mndlsarty certified to susbmahle foe'Sby slaNards.Weyerhaeuser Engirheaed lumber Products have been evaluated by BCC LS yY' err uncle,tecbn431 reports ESR-1153 and ESR-1387 and)or tested in accordance win appllcdble ASTbr standards.For arr2nt code evaluation npats,WeirmaeUsa Weyehaeu-warmniti that the thing of Its prodods will be In accordance Wm Weyermaeuser product design utterle and published design value. V O product N[arature and insbllatim debits refs m www.wyemaeuser.canAvoodpaduds/dmmrent-Ilbrary. weyerhaeuser expressly disclaims any other v artarale5 related to the software,Use of ink saRware Is not Intended to circumvent the rw d for a design proessional as ddamined by the authority having jurisdiction.The designer or record,builder a frames Is responsible m assure that this orculation is The product application,input design bads,dimms and support information have been prowd¢d 6y Fort,Software Open tof1 1 patible with the=v d11 project.Alcessoies(Rim Board,Blocking;Panels and Squash Bats)are hint cl'gnd by this software.Products manufac4ued at yAyemaeuser facilities are third-party ci to sustainable forestry standards,Weyerinaaecv Engineered W tuber Product have been evaluated by ICC ES under technical reports ESR-1153 ad ESR-1387 and/or lasted in ac-al-van,Vinhoble ASTI4 standards.For content code evaluation repots,Wyerhaaser product literature and nalaWlab-detalis refer to www.wyerhazu ermmpvodprWuc[s/dmlma,t4lhrary. The product altplio)on,input design load.,dmaYians and support idunmanah have been provided by Fore Sdtsare Operator SCALE 1/4"=1 n-0" DATE 7-7-17 DRAWN BY JSM/SPB REVISIONS: F.-Sosrwar.Operator Job NM.. 7/10/2017 1:30:12 PM shin,Bkson.de H.nmck Resdenc. Forte v5,3,Design Engine:V7.0.0.5 - - Anphk.cure by SPB LLC 122 Plnauickad Cave Herweek.4le ! Forte So*-ole"I Job Notes 7/1012017 1:30:12 PM tool 48828e1 Cama.hta spawn B.- 11-se,Ras:da,ce Forte vS.3,Design Engine:V7.0.0.5 slnawn®ardliteWr.byspb.eom Am!nt.aumbySPBLLL C.oit DRAWING NUMBER Page 4 of 5 nawaa,at Cr. HerweekAte 2 Como-_ (508n s9SZ881 Me- nawnwsa,� L,rebytpb ea- Page 5 0/5 SOIL LOGS DATE:2-23-1983 � ' P#=P-10,759 r SH1 CERTIFY OWN HEREON TIS IN C E W"'�`�1 �E D.E.P. FILE Ho. SE 3■4320 ?s' ZONMG DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS SOIL EVALUATOR: BOARD OF HEALTH AGENT: * CB/DH LOCATED IN RELATION ro THE MONUMENMW, AND IS NOT STEPHII�TA. w1i.SON,P.E. DAVE STANTON , D HELD CO �' / LOCATED WTiIIM A SPECIAL FLOOD HATS -%ZARD AREA CONSERVATION NOTES : GENERAL NOTES : r � J THIS PLAN IS NOT To BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. TEST PIT 1 TEST PIT 2 - .(/ L ALL ROOF RUNOFF TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES. ALL SYSTEM COMPONENTS SWILL BE INSTALLED IN ACCORDANCE WITH G.S.E. = 18.5f G.S.E. = 19.6t EDGE of FLAGGED WE ND TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 I _ 15 /1�,� 2.LIMIT OF WORK SHALL CONSIST OF STAKED HAY BALES AND SILT FENCE ANY LOCAL RULES APPLICABLE. 0 O DELINEATED 02/02/04 �Y ENSR i;'• .,� �' TO BE MAINTAINED FOR THE DURATION OF THE PROJECT. 0 " 0 f i / / ' // e LAND SU�'OR DATE ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 3.PRIOR TO STARTING ANY WORK PROOF OF RECORDING OF ORDER OF CONDITIONS BY DESIGNING ENGINEER 3 3 � /' / AND FORMS A & B SWILL BE SUBMITTED TO THE CONSERVATION COMMISSION A P A P ENSR-2 ' ; / d ' `� ,' •�`' WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, ALONG WITH THE REQUIRED PHOTOGRAPHS. NOTIFY THE ENGINEER k BOARD OF HEALTH AGENT 10 YR 5/1 10 YR 5/1 ' �• ' ,' / � , / t ,� / S +{�� � m FOR INSPECTION. 11' SANDY LOAM 11" SANDY LOAM ; , ,� I / ?ej e'f 4.AREAS WITHIN BUFFER ZONE, BUT BEYOND WORK LIMIT WILL RECEIVE ADDITIONAL , ?s PLANTINGS IN CONSULTATION WITH CONSERVATION COMMISSION STAFF B ,' I j �' A / ^' w006ED �' N FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. Z B 10 YR 5/4 10 YR 5/8 / ^,� �/ ' / / � �//. O 11 g a THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WR N • SANDY LOAM SANDY LOAM i Lam`-3 / / ' , a f- TTTE 24 30 . ! ! / ;t,,; ti TbM: CB/DH FNP (HELD) W APPROVAL BY DESIGNING ENGINEER �'TH HOLE i • Cr W O EL 17.44' NGVD C 1 C 1 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 10 YR 7/8 10 YR 5/8 60" MEDIUM SAND 52" MEDIUM SAND &T. / / '• . " . r 1- , g EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING / WLF SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5, PER 2 10 YR 6/6 2 1 C i ENSR-4 310 CMR 15.255. 10 YR 7/3 �;'/ � ' / � ; I � �� b STRATIFIED SAND "MED. SAND k GRAVEL 72 do GRAVEL 144 / WLF C3 ' ~� -5 I / 1 ' IN THE FIELDALL �PRIOR TO ANY CONSTRUND UTILITIES ARE CTIMATE AND SHOULD BE ION BY THE CONTRACTOR.VERIFlED � ; O 10 YR SAND Q 144" MEDIUM SAND � � � % ��'• � f � � � \� I �` NO WATER ENCOUNTERED O EL = 6.5't DESIGN SCHEDULE ELEVATION • wLF ( )""'' IBLUf r ' = ,. r - ) I TOP OF FOUNDATION 20.0 ENSR I 6 I im 1 P 5 PERC O 60• I " �� FINISHED BASEMENT FLOOR 11.5 RATE= <2 MIN/IN ` • i •' ,: I' /' L.C. PLAN 34636 B (SH. 2 OF 2) FINISHED GARAGE FLOOR 17.0 UNABLE TO SOAK I• I • ,w' y kgy 1 �.• / � // ) , ` N/F BRYANT SEWER INVERT AT FOUNDATION O GARAGE GUEST HSE 16.5 1 I SEWER INVERT AT FOUNDATION MAIN HOUSE 16.5 o r SEWER INVERT INTO SEPTIC TANK 15.7 ENSR47- i i i 'i `� i E STONE ' �< j": / P COURT I �! + i SEWER INVERT OUT OF SEPTIC TANK 15.2 ATiO ' SEWER INVERT INTO DISTRIBUTION BOX 15.0 VENT i SEWER INVERT OUT OF DISTRIBUTION BOX 14.6 SEINER INVERT INTO LEACHING SYSTEM 12.6 "G / I + • , •;/ �, BOTTOM OF LEACHING TRENCH 13.5 WATER TABLE NONE OBSERVED AT ELEV. 6.5 ens. j ' � I I • "!-�t: �� , , ' ENSR-8 I I .a 4.< ` ;; EXWMNG, \ NIATURA4 NGS ` • ' N / IRRIGATION NVELL 1/✓ I i +` TO BE R Leaching Area Requirements ' ' ` •t � ; f / / 5 BEDROOMS AT 110 GPD/BEDROOM = 550 GPD FUIFIFINGI!SHED Im PIT fit �• x / `�► ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA-GPD / �. -9 PERC RATE = <2 MIN. / INCH (CLASS 1 ) WOODED LIAR = 0.74 GPD/S.F. TEST PIT / \ • I I �� 2 MIN. LEACHING AREA OF SAS. tI 550 GPD/ 0.74 GPD/S.F.= 743 S.F. MIN. WLF �g �' FNSR-t rn , I ; I ; \� PROPOSED SYSTEM / d� I i•� / ', SIDEWALL (12' + 48') x 2 x 2' = 240 SF W °' / / LOT atI i `� ', BOTTOM 12' x 48' = 576 SF ! iD \ \ �� 4 f LC. PLAN 34636 B (SH. 2 OF 2) �� �\ 816 SF \ �\ c Of TOTAL UPLANQ AREA � �N MANHOLE FRAME AND 149,971 t SO. Fr. �1 I JOHN COVER TOGRADE IF ` r'\ \\ � \\ i 3.44t UNDER PAVEMENT \ \ I i i 14 CtSTE IS-ZocQ- 2• PEASTONE ` \ WASHED STOW \ I ; r / � `� 12. r M 122 Pinquickset Cove Circle O 4' CB DH / '\ 24"EFFECTIVE DEPTH V FND HELD , �` 2� CB/DH FND � lt' Massachusetts ' \ i O 0 O v O 4' 12 ! PREPARED FOR 4' '4''. James Feldt I 48TIRE , \ I PLAN OF _ - - - - - - - I / / Wetlands Permit Plan CHAMBER DETAIL PRECAST LEACHING CHAMBERS / CONCRETE LEACHING CRAM -� / 4J (H 20 LOADING) (H 20 LOADING) CB/DH NO SCALE NO SCALE FND HELD , __---- --------------- / BAXTER, NYE & HOLMGREN, INC. Registered Professional FINISHED GRADE = 19.0t TYPICAL SYSTEM PROFILE ti ,'% Engineers and Land Surveyors _/I P10 OF Iln,I ��\\ � � ,� �� / / / .! �, is NOT TO SCALE *a, e '� Av / 812 Main Street, Osterviffe,Massachusetts 02655 Ep MANHOLE COVER AND FRAME �S ' _ � I pe �' Phone- (508)428-9131 Fax - (508)428-3750 '` m' I ' OF s (ADJUST ro GRADE) -- '- `� 4. `' !,/� O7 30216 q a, INDATKNd MANHOLE COVER GRATE LOT 7 `\\\ /`` , O.r� F��S TC-P .�� 20.0 FINISHED '0� GRADE OVER TANK = 17.0t Fq,I p GRADE OVER D• BOX = 1&5t LC. PLAN 34636 B (SH.\2`OF 2) FWD GRADE OVER LEACHING TRENCH = 16.5t N/F SEDLACK 30 0 30 60 " -3 '`' min. FIRST 2' (TO BE LEVEL) -- _ I` 4 SCH. 40 PVC 4" SCH. 40 PVC (YPICA-) 0 2.ox 2" m then o 2.0% -__ O SCALE IN FEET - e- oL ( _- { - O 2.Ox - 6• SUMP � 9r (min) Cover `�� � ��17 _ 4" SCH. 40 PVC �o / ' = t o• MsrAu. 3s (max) Cover / SCALE: 1" = 30' "�Hm ~`: GAS BAFFLE "- ` CONCRETE LEACHING a�uweERs CONNECTION .All ,'/ '�► DATE: 07/28/04 1SEAIENT :` '•=�• .',rr '--- �' �� "�• o �� / IBM: MAG NAIL NFURCED CONCREI� 6" CRUSHED OOR (IV EL 16.60• NGVD S1ONE o 0 0 0 0 o v io Q✓ / FOOTING w- \ / •:; ' ,: '-,} `: A �o� O / 2. SAW 1 15 0 MOVE GARAGE REVISE DRIVEWAY ■ • : /;� T� CB DH D ,'' / 1. SAW 9 28 04 SOIL LOGS & U.G. UTILITIES • _ , • EL 12.6 � /p (SEE T1�TAIL C-1 / 'J4 �r N0.i BY DATE REMARKS DRAWING NUMBER 5' MIN ASHED STONE bo v DETeIL \\� ,�� 2000 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER CC N.T.S. 0: 2004 2004-008-B SURV wrksht 2004-08-B-PB2.dw H-20 H-20 H-20 No Groundwater Observed O Elev. 6.5t J J 2004-008-B m V RAGE FOR ONING PURPOSEs SOT �0 NOTES E _ ( ) EXI OWAJ3LE _ � M ALL �IIdG MA IMU 5.3% 20� STRUCTURES CB DRILLHOLE CB DRILLHO BY STRUC / � / L� CB/DRILLHOLE . .- - 287.18 .: l FOUND FOUND FOUND BY STRUCTURES 8.1% 407o 9 55 E 822 AVIN P O/PARKING S80 3�..- _ s BENCHMARK b _ WETLA ND-4. f ACRES 4 CB DRI LH OL ECB DR LLHOLE 3 9 FOUND FOUND F S F D — ELEV, 16.80 0 0 _ NAVD88 LOT4 - 8 7.6f TOTAL ACRES _. ti . 5E &22 : 8 39 5 .: . S 4 UP ' .4f M LAND 3 ACRE o I v, l . � 4�. N7 0 8 3 t , � 1 9 24 1 W _ IV/ 1 4 3 : 0 W 11 11 3 0: 0 2 , •4 7 J EXI STING NG CARRIAGE A IAG E HOU SE , D AI PAN W SEE DETAILED L BELOW s E C� INV. 15.5 . KEY M AS PROPOSED Q • SCA�.E 1a2 1 0 O _ 4 _ ------- P 1 1 1 CO SB LE STONE 1 APR ON _ EXISTING 4 OUTLET PIPE 1 1 FY THAT THE FOUND TION APPROXIMATEONLY) 1 CERTIFY A I5 Q 1 1 ♦ - LOCATED ON THE LOT AS SHOWN AND D 1 0 0 1 THAT ITS OCA DN CONFORMS TO 0 / L TI 0 THE 0 a / NI MSETBACK ,y r MI MU REQUIREMENTS OF Q F E BARN STABLE ZONING � ♦ THE B S Z IGBYLA . -f- ' E N W F EXISTING �+ 2 - I* G ♦ SEPTIC TANK >♦ ♦ _,, 9 �, r o r ♦ �Y r rn K q OLM S A Mc RA _ a ♦ q o H E AND G TH INC, A , q W 1 / s r F > Y A / 1 ♦ Di0 C / r J r > o c+ r s / 1 ♦/ F s ♦ O 1 r n � G r �` ty n r � Michael V. Md'Grath E� r e as _ Regis' Bred Professional Date r r F an Surveyor urve r �o r L v b m : INV.=16.5 Z S PROPO SED)A O ! O _ „ / - , I CERTIFYTHE THAT E FOUNDATION IS _ o� i i P F LOCATED IN FLOOD IN ZONE NE X AS - . . 0 INSURANCE A P 9 SHOWN 0 FLOODRATE MA N / k ttir t PA` / _ COMMUNITY PANEL N �5001 C0752J AND _ F Q A S � / THAT FLOOD PLAIN ZONE X IS NOT. A ti � , r rr r SPECIAL FLOOD HAZARD D AR EA. o r 1.8EXISTING , EXI STI N G 6UNDATION _ S:Sb , F � O S . > SADMcGA i s HOLME R TH NC. ti N 0 V ti n 9�' COI�BLESTONE I � F APRON\00 h S. v q 9 0 v F F C! O 0 �l N 3 --f— ti , z Michael G o � . icha i��ath A o Cn Re inter d Professio nal on a Dat e P OF F 0 : TO - _ 9 t F � FOUNDAM ON=19.69 9 La nd Surveyor 0 l 0 r .. F 0 , G S 7 i OQ STONE RETAINING WALL LL � r 0 (TYP ICAL) Vol o r , 1 1 / r / 1 C , Q r �. / 1 / C 1 f 7 V b F Q / 1 w 1 1 E i / 1 , / C l r 1 M ti D 0 o - o _ E / o o 0 r a ti .� - 1 _ 1 d f- r O . 1140 --hA ///��� 9 O p F o 1/00 EDGE OF WETLAND COMPIL ED q o r � F A FROM 1 M A PLAN PREPARED BY 1� Q _ J d INC. REN N �0 M >& L G - cr; AX R NYE H .� B TE , 1 D JL DATE U Y 28 2004. F r o o _ O NOTICE �\ sa r Unless and until such time as the original red t m a of the O r (red) P i0 responsible Professional Engineer, o E Weer or Professional n n Land Surveyor P 9 r ti : Yo r . appears on this Ian. F PP P `i f r �A) no Person or persons,s on s Including any municipal P al or other public officials, rely upon the information contained herein. and (B this plan remains the property of Holmes & McGrath, Inc.fSDDv LOT 8 N9 24 O , 7 _1 W 843 t A DESCRIPTION:. ._ PLAN —3.4 ACRES TE S PTION Drawn hecked U , I V R E s i 0 Ns PLAN aq � OF EXISTING STRUCTURES s4 � TU 1 PREPARED FOR _ W GRAPH IC SCALE 3 o , NOTES 2 4 HARBOR , A DR HOMES Q 1 a 2 0 20 so FORT LOT 8 1 22 PINQUICKSET COVE ROAD 1. BUILDING NUMB ER ,122 N T 08 oc os8 LOT Q AP 005 BLOCK 2. ASSES SOR'S S NUMBER: M K COTUIT MA '�,,, - BAR ST B . c � N ALE .:DISTRICT. RF N NG _ 3, ZONING ��,. I : s , X 500 X : i tn�t� sro it» VE ' EL.14 At EL.11 YR HAZARD ONES. s C 4. FLOOD H AZA Z � � C � � ,`' . _ ALE. 1 �20 ..,DATE. OCT. 0 2017 5. BE NCHMARK:G HMARK A SHOWN P G RAP HIC INFORMATION BASED ON AN6. TO _ � .,...,. .f hoON THE GROUND SURVEY Imes and me rathI in . .: } 7. ELEVATIONS SHOWN ARE BASED O N THE NO RTH alvengineers and land surveyors .. . . OF 1988. NAVD88 r court suite a4 fa1 th ma 02540 ,- VERTICAL DATUM 2ps worceste co mc�u , AM RICAN C 8. REFERENCE. LAND COURT PLAN 34 636 B 508-5483564 www. holmesendmograth.com rathco m .. EXPOSURE CATEGORY. C RAWN, SEH CHECKED 9. WIND EXPDS � - - 7 8 1 88 B 1 0 110N . N H RB Iz� � SHEET T RESOURCE PROTECTION IAA 4R Hn �s z���s�- �l�l..�ucci�s�-r �c R� a � ��gawp r�Av�as ��� 217 94 DWG. Nb.. T 10. OVERLAY DISTRICT.- R F3 - I PUMP CONTROL PANEL SOIL LOGS DATE: 2-23-1983 LOCA77ON 70 BE P#=P-10,759 DETERMINED IN FIELD 25.0 - . . . . . . . . . . . . . . . . . . . . . 25 SOIL EVALUATOR: STEPHEN A. WILSON, P.E. 2-REMOVABLE COVERS WITHIN BOARD OF HEALTH AGENT: DAVE STANTON 6" OF FINISHED GRADE ACCESS COVER SHALL BE A MINIMUM ACCESS HOLES IN TANK TO OF jo" TO ALLOW REMOVAL OF PUMPS TEST PIT 2 First Floor I BE 24" IN DIAMETER. OF SERVICE, COVER SHALL SE SET Ar G.S.E.=18.5± G.S.E.=19.6± El. - 21. i� 10' m1n. d1stance FINISH GRADE. 0 0 0 0 0 -- ------- - FORCE MAIN FROM PROPOSED 3 A# JAP 20.0 - EXISTING 4'" PVC SEPTIC PIPE 2,500 SEPTIC TANK/PUMP 20 CONTINUES TO CARRIAGE HOUSE CHAMBER (GUEST HOUSE) Ap Ap EXISTING GROUND SURFACE 10 YR 511 10 YR 511 4" GRA WTY JH" E' -E 45* BEND 11" SANDY LOAM 11" SANDY LOAM .1 1 --- - 19 ELECTRIC CONDUIT SERVICE LINE MAINTAIN FORCE MAIN 10 YR 514 10 YR 518 11 L.F. 41PVC . . . . . . BLOW o w FROST.r DEPTH TH 24" SANDY LOAM 30" SANDY LOAM 15.0 - s=ao2 . . . . . . . . . . . . . . . . . . . . . . . . Existing 15 C1 C1 rn Septic Tank 10 YR 718 10 YR 518 60 MEDIUM Hold Existing Invert SAND 52 MEDIUM SAND 1500 Gallon "Y" CONNECTION To be verffied prior *Foundation See tic Tank4 (ON TOP SIDE) C2 C2 Design to construction 11b S 11i j 10 YR 616 10 YR 713 By Others CZ N INSTALL THRUST BLOCK. Eq) 220 1 f W DISCHARGE LINE SEE DETAILO S TTA 77RED MEDIUM SAND . . . . . . . . . . . . . . . 72" SA VEL 14 10.0 - . . . . . . . . . . 19" PVC FORCE MAIN PRESSURE 7ES 7' PROPOSED . . . . . . . . . . . . . . 10 ND & GRA 4 & GRA VEL FORCE MAIN LINE TO 150 PSI Ib SLOPE CON 77NUOUSL Y UPWARD C3 6 LA YER OF CRUSHED 10 YR 712 D sroN 144" mrDlum SAND compA c 7E E NO AA TER ENCOUN 7FRED 5.0 J . . . . . . . . . . . . . . .Proposed' 2,500 Gallon . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ExIstiho 5 0 EL=6.5.* Foundation Sep tic Tank / Pump Chamber 220' Sep tic rank PERC 0 60" RA 7E= <2 MIN11N. UNABLE TO SOAK SEPTIC PROFILE GUEST HOUSE SCALE: 1/4" = 1' --- -- --------------- 56' ------------------- PROPOSED 1W PVC FORCE MAIN PROPOSED THRUST BLOCK AT PROPOSED nOM&FIFUSORS Existing 4** wide x 8' long FLOW "USORS FORCE MAN/SEWER CONNECTION 4' 89 ------------40----- -- ---- 4* Finish grade above and adjacent to system 1 C.F. MINI. CEMENT CONCRETE shall slope away at a min. of 2X 310 CMR 15.221(6)(c) Removable access cover ,V diom. cost iron or Schedule 40 PVC pipe (tight jolnb). 11_ ..... ..... within 6" of finished grade FINISHED GRADE OVER LEACHING TRENCH 16.5± 20' min. distance DESIGN CRITERIA Clean backfill RTovable (building to edge of Inching system) Number of bedrooms 6 Equivalent to 110 gal.'s/day 4" SCH 40 SEWER PIPE over Garbage disposal unit: NO TRENCH EXCAVATION WALL Leaching area - capaci y required: 660 gal.'s/day THRUST BLOCK SHALL 12' C3 A CNI C2 C2 Side area proposed: 272 sq. ft. 4,'1 4" PVC Bottom area proposed: 672 sq. ft. ALSO BE INSTALLED AT 34 L.I. 4 4 C-4no A4V Elev.- 12.6 ALL BEDS AND SWEEPS. R4* gn 7g 0-0.01 min. Total area proposed: 944 sq. ft. Existing Washed Stone Proposed leaching capacity: 699 gal.'s/day of to 110 4 7 All Around Flowdiffusors Removable a /-2" layer of jr to I" washed stone Water supply. TOWN double washed THRUST B CK DETAIL To Remain EXISTING D-B L stone all around 111 5' Min OX cow within 6tesof or filter fabric Precast concrete units: H-10 & H-20 loading design :11; TO REMAIN finished grade NOT TO SCALE flowdiffusor 0 n ----------- No Groundwater Observed CROSS SECTION DETAIL, o o EXISTING SEPTIC DESIGN CRITERIA W glTt SCALE: 1/4" = 1' Elev.= 12.6 Hold Existing Invert (As proposed and depicted on plans by Baxter, Nye & Holmgren, inc Inv. elev. cu dated 0712 8104 and lost revised on 02106106 > -H (As Proposed) 4 ft. of 3/4" to 1 1/2" double washed stone all around flowdiffusor Total daily flow is based on 5 bedrooms, no garbage disposal FLOATS SHALL BE HUNG To be verffled prior to 0 5' Min total doily flow = 110 apd/bedroom X bedrooms = 550 gpd construction It different m_ _(12' x 48) = 576 s.f Q) 0 FROM STAINLESS STEEL bottom area proposed :I c 12 -0 BARS contact engineer 0- -------- ------- BARS MOUNTED WITHIN Immediately side area proposed (12 + 48) x 2 X 2 = 240 s.f No Groundwater Observed LEANOUT AND 18" OF THE HATCH. -------- total leaching area proposed = 816 s.f. 0 6.5± INSPECTION COVER 24 Diameter 4" BAFFLE SLIDE RAILS SHALL BE 2- application rate = 0.74 gpdls.f Access Holes AVAILABLE FOR USE. S.A.S. capacity 816 sf x 0.74 gpd/sf = 604 gpd Zabel Filter SEPTIC PROFILE, design leaching capacity = 604 gpd > 550 gpd ------- A4 -------------- SCALE: 1/4" - 1' -.80 on (o OUTLET INLET ACCESS I ------- 2 PUMPS REQUIRED, MUST ALTERNATE COVER PUMPS SHALL BE CAPABLE OF PUMPING 15 GPM OF M PUMP CALCULATIONS 30" DIAM. PUMP CONTRACTORAGAINST SHALL10' SUPPLY ENGINEER rl 0 O ACCESS P COVER:-+-, 00, WITH PUMP CURVE AND SPECS. PRIOR 7Z7 4 72717-7 TO INSTALLATION FOR APPROVAL. DESIGN FLOW 110 GPD STEEL REINFORCED PRECAST CONCRETE DOSE VOLUME: (310 CMR 15.254 PROPOSED 1V PVC FORCE -(l)(d)) MAIN 220.k L.F CONTNUOUS 2 DOSES PER DAY = (110 GPD / 2 DOSES A DAY) 55 GALLONS FROM PROPOSED 2,500 SEPTIC KNOCKOUTS FOR PLAN MEW (30) 2- x 5' BED INSTALLATION ALARM LIGHT TANK/ PUMP CHAMBER HATCH COVER TO FINISH GRADE PUMP RAM TYPICAL FLOWDI FEU SORe OPENINGS CONTROL PANEL MAKE HATCH WATERTIGHT AND DESIRED PUMP DISCHARGE RATE, 0 = 15 GPM INSTALL IN READILY WATERPROOF SCALE: 1/4" = 1' FORM ACCESS COVER OVER PUMPS. ACCESS COVER -*�ACCESSIBLE LOCATION TOTAL DYNAMIC HEAD: SHALL BE LARGE ENOUGH TO ALLOW REMOVAL OF THE *HOUR METERS REQUIRED PUMPS FOR SERVICING AND CAPABLE OF WITHSTANDING FOR BOTH PUMPS STATIC HEAD: H-20 WHEEL LOADS. *ALARM SHALL BE WIRED PROPOSED D-BOX INVERT ELEVATION, L Inv = 15.00 AS PROPOSED) NOTICE TO SEPERATE CIRCUIT. PROPOSED PUMP CHAMBER BOTTOM ELEVATION, C bot 10.75 PROPOSED 2,500 GALLON-,--� 0 Unless and until such time as the original (red) stamp of the Cover Shall Be Set To Within-,. SEPTIC TANK / PUMP CHAMBER responsible Professional Engineer, or Professional Land Surveyor ,,,Or'6" Of Finish Grade. *EVENT COUNTER REQUIRED STATIC HEAD, Hs = (L Inv - C bot) 3.25 FT. 2" ELECTTICAL CONDUIT appears on this plan: J L L FOR BOTH PUMPS PRECAST CONCRETE FRICTION LOSSES: 0 (A) no person or persons, including any municipal or other OPENING to MINOR LOSSES (FITTINGS) EQUIVALENT PIPE LENGTH: public officials, may rely upon the information contained herein; and Removable----m- 4 TANK RISER. (13) this plan remains the property of Holmes & McGrath, Inc. Covers NO. EQ. LENGTH/FITTING EQ. LENGTH 4" PVC SCH-40 (TYP) U 1%n SCH 40 PVC FORCE MAIN TEE 1 9 = 9 FT. SEWER PIPE, 7-17-17 ADD CROSS SECTION & SEPTIC PROFILE LAC INV.= 16.00 Y mh dearaw required"-; CHECK VALVE 1 11 11 FT. 11 L.F. S=2X INLET 80 r min. Wt to et C14 NLET ELBOW 4 4.4 17.6 FT. DATE DESCRIPTION Drawn hecked GATE VALVE BLEEDER R E V I S 1 0 N S Ficiuld �1--- 0.95 FT. eve 4 Li id PROPOSED PUMP ALARM AND u I GATE VALVE 1 0.95 E star . Do level-CHECK VALVE vel 7*-Oo* SWEEP 4 2.85 11.4 FT. CONTROL PANEL TO BE INSTALLED 4 St START LAG AND ALARM i F EQUIVALENT LENGTH FROM FITTINGS, Lf 49.95 FT. IN A REA DIL Y A CCESSIBL E L OCA 77ON CONSTRUCTION DETAILS ep VOL 5'-0" min. TO BE DErERMINED ON THE GROUND co 1500 SUDE---' 12.75 DELIVERY PIPE (FORCE MAIN) LENGTH, L 220 FT. OF PROPOSED GUEST HOUSE & SEPTIC CONNECTION 4 RAILS Liquid depth TOTAL EQUIVALENT LENGTH OF PIPE, Lt L + U 269.95 FT. PREPARED FOR CONTRACTOR TO INSTALL START LEAD= 12.25 ZABEL FILTER MODEL LIMING A1800 IN OUTLET TEE • CHMS FRICTION/100 FT OF PIPE, Rf = 1.11 FT 100 FT. HARBOR HOMES 4 ALL PUMPS OFF= 11.75 FRICTION TOTAL HEAD LOSS, Hf = (Lt X Rf 100) 3.00 FT. FOR LOT 8, #122 PINQUICKSET COVE ROAD SEPTIC TANK 6 BOTTOM OF PUMP TOTAL DYNAMIC HEAD 6.25 FT. -7 7 .,e . 1'. 61P 17, 17777 ' . ... , o q CHAMBER= 10.75 PROPOSED IN SLIDE AWAY COUPLING T PUMP REQUIREMENTS: GUESTHOUSE COTUIT BARNSTABLE, MA 0 70 Ai!as 4* so 5'-10" FLOW (GPM) 15 GPM 17! 11 SCALE: AS SHOWN DATE: JULY 12, 2017 11 P-4pp no TDH (FEET) 10 FT. SEPTIC PLAN DETAIL CROSS-SEMION END-SECTION PUMP RECOMENDATION: holmes and mcgrath, Inc. SCALE: i 10' MYERS MODEL MR5. 1/7 HP. OR APPROVED EQUAL (2- VERTICAL DISCHARGE) civil engineers and land surveyors TYPICAL 2,500 GALLON SEP11C TANK & PUMP CHAMBER 205 worcester court-suite a4•falmouth, ma-02540 NOT TO SCALE 508-548-3564 www.holmesandmcgrath.com (H-20 LOADING) LAC CHECKED: "31D 217194 DWG. NO.: 88-7-8A ISHEET 2 OF 2