Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1597 SANTUIT-NEWTOWN ROAD
'77 yja q j 5 i` II �P �oEtHETy Town of Barnstable { RA ., „sue Building Department- 200 Main Street 9$ MAS& Tema Hyannis, MA 02601 '°IEn MaY' Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-19-3563 CO Issue Date: 7/22/2020 Parcel ID: 024-008 Zoning Classification: RF Location: 1597 SANTUIT-NEWTOWN ROAD, COTUIT Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: James M Kerrigan Permit Type: Residential - Single Family Type of Construction , Design Occupant Load: 0 Comments: THREE BEDROOM Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition I Town of Barnstable M Building Post¢This Card So That itis Visible From the Street Approved Plans Must be4Retamed on Job and this Card Musf be Kept nr Posted Until Final Inspection Has Been Made ` toSAIROM y Permit . Where a Certificate`of,Occupancy,�sRequ��red,sucFi;Buitdmg shall Not�be Occupied until a-Final Inspection has been made Permit No. B-20-741 Applicant Name: PETER J SAVARY Approvals Date Issued: 03/-10/2020 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 09/10/2020 Foundation: Location: 1597 SANTUIT-NEWTOWN ROAD,COTUIT Map/Lot: 024-008 Zoning District: RF Sheathing: Owner on Record: KERRIGAN, RYAN J TR l Contractor Name? PETER J SAVARY Framin 1 g:. i; Address: PO BOX 796 Contractor:License 4557 2 � � " � � "'^ Est P EAST FALMOUTH, MA 02653 ro Ject Cost: $5,000.00 Chimney: Description: NEW SINGLE SYSTEM DUAL ZONE HAVAC SYSTEM g Permit Fee: $85.00 Insulation: - Fee'Paid:, $85.00 Project Review Req: - r 4 Final: f - Date: - ' 3/10/202,0 Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within si"x•months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which"this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a,location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: -work until the completion of the same. " = 'Electrical The Certificate of Occupancy will not be issued until alf applicable signatures by the Building and Fire Officialsare.provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: ` 1.Foundation or Footing , Rough: 2.Sheathing Inspection g 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department. Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT v Final: r1' ~ Commonwealth of Massachusetts MAR 0 9 2�20 { /r Sheet Metal Permit TOWN OF BARNSTABLE Map Parcel ?y 3/Jo'1 � Date: 1 �'" Z Pemut# '9`c D Estimated Job Cost: $ Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business License# Z/51!C 7 Applicant License# "I'-5J' Business Infomnation: Properly Owner/Job Location Information: ���� 4et 5 Y y't Name: _ �2 SCANNED Name: ��� 2�� N3 Street MAR 1 1 2010 Street: rd.G��► Pee, /Z City/Town: L� �'li m pt' City/Town. /Y f 7 S`���+ , / lu :,,�'..... �2d Co / o / Telephone: �p .Z-y/ 0 76 Telephone: `7 7 LrZ 7 Photo I.D. required/Copy of Photo T.D. attached: YES N staslumal J-1 l0 unrestricted license J-2/.M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family r�lti-family Condo/To- vnhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ . Other Square Footage: under 1.0,000 sq. ft. over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: . Renovation: HVAC te,"_�Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents.-, Air Balancing Provide detailed description of work to be done:A,�e_ GtJ . � ° C�`N4 /e T�fr,�° �cL c9�n 1/ Town of Barnstable f Building Department Services Brian.Florence, CBO D�16 Bmlding Commissioner 200 Main Street,Hyannis,MA 02601 ww mtown.barnstable.ma.us Office: 508-862-4038 Fay �50.8=790-6230 Property Owner''Must Complete.:an&Sign This Section If UsLng A Builder 4.2 fz� rq �/ ,as Owner of the subjectproperty heteby authorize ( �` JAA t c�- S r to act on m7 behali in all matters telative to zvosk authorized by this building pe=it application for s T7 5� �T�,'7- /J w u L.L,A'j led C 7,, i (Address of Job) **Pool fences and alarms are the respoasibilit7 of the applicant Pools are not to be filled or utilized before fence is instgned and all final inspections are performed and accepted. Signature of Si8Mt=e of Applicant Phut Name IL Print NaiIIe z d Date Q7-T0RNMoWhTaPERMMSIONP00L3 Rev:09/16/17 INSURANCE COVERAGE: I have a current liabilifi[insurance policy,or its equivalentwhich meets the requirements of M.G.L.Ch:112 Yes No ❑ if you have checked YM indicate the type .f coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity [] Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waiyes this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Ownees Agent ' By checking this box[], I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed-under the permit issued for this application will be f the Massachusetts Building Code and*Chapter 112 of the General Laws. in compliance with all pertinent provision o Duct inspection required prior to insulation installation:YES NO Pros Tess Inspections Date Comments Final Inspection Date Comm—�ents Type of License: By aster Title ❑Master-Restricted cityrrown ❑Joumeyperson Signature of Licensee Permit# ❑Joumeypemon-Restricted License Number. Fee$ ❑ Check at w8w.mass,9 ffiU_Ql Email: Inspector Signature of Permit Approval CZE a '. � 'ERIS ` vISE Qo57 {gt2$�2020 537$42_ � a AC R CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY> FREP HIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THISl26l2020 ERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES ELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED RESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. PORTANT. If the certificate holder is an ADDITIONAL INSURED,the policyI 12 0 must have ADDITIONAL INSURED provisions or be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Joanne Bretton Morse Insurance Agency,Inc. NAME: PHONE (508)748-9577 FAX 354 Front Street A/C.No Ext: (508)748-9579 E-MAIADDRESS: -j Suite 4 ADDRESS: oannebrefton@morseins.com Marion MA 02738 INsuRERA: M ai INSURER(S)AFFORDING COVERAGE NAIC X n StreetAmericaAssurance INSURED 29939 QUALITY MECHANICAL SYSTEMS LLC INSURER B: NGM Insurance Company 14788 143 GREAT NECK RD INSURER C: INSURER D WAREHAM INSURER E: MA 02571-2426 INSURER F COVERAGES CERTIFICATE NUMBER: 2019-2020 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOE EISIO FORITHHE POOL CRY•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. INSIR LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY EFF POLICY EXP' X COMMERCIAL GENERAL LIABILITY MM/DD/YYYY) MM/DD/Yl'YY) LIMITS CLAIMS-MADE a OCCUR EACH OCCURRENCE S 1,000,000 A 500,000 PREMISES Ea occurrence) S A MPM25432 MED EXP(Any one person) s 10,000 GEN'LAGGREGATE LIMITAPpLIES PER: 11/07/2019 11/07/2020 PERSONAL BADVINJURY s 1,000,000 X POLICY ❑PRO• GENERAL AGGREGATE S 2,000,000 JECT LOC OTHER: PRODUCTS-COMP/OPAGG S 2,000,000 AUTOMOBILE LIABILITY $ ANY AUTO COMBINED SINGLE LIMIT S Ea accidenU OWNED SCHEDULED BODILY INJURY(Per person) s AUTOS ONLY AUTOS HIRED NON-OWNED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident s UMBRELLA LIAR - $ OCCUR EXCESS LIAB CLAIMS-MADE EACH OCCURRENCE S DED RETENTION S - AGGREGATE S ' WORKERS COMPENSATION s AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YIN X STATUTE X OTH- B. OFFICER/MEMBER EXCLUDED? � NIA W1M25432 (Mandatory in NH) 11/07/2019 11/07/2020 E.L.EACH ACCIDENT ER s 500,000 If yes,describe under DESCRIPTION OF OPER IONS below E.L.DISEASE-EA EMPLOYEE s 500.000 DESCRIPTION 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 space is required) Peter Savary is included for coverage on the workers compensation policy CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS, 367 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 r� —2b� 15 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Tie Ct1?M2?FDFIIi78d D r f.V=SQC�..15 . .Z?�arhnetztoj Z'rdz�strial�Qcci�re;zts' - • . . Z Gangress Street.Sure 1 QG ` BQ �rS M 02114-201 Workers'Campewzdon 3rcLTrance 4--MdzF"L'-B rsitroIl c r ec ician iumbexs.ro BF--q zD TFJ✓p�` t`rA c7RI2 Y. ALi�3iLCe�if I�i1`O_t'II3ai2G� i Please Prjnt Le -bjv Name(!R�p � . 1 eseyote as employer?meek appreori2te Hoz L v lsm a Iopc m I"pe of proied(regrr-br eCD ( aa�/or_ra— J sm a sale arcFsiear or 7. r -ski,xc eve a Ccalnyees row sn a �riucuo� 3 ap aaazty}3vo Ro3cas'camD i ��read j 8. Remodeling { 3.�:as 2 aon r�paerdo as W06 ;syscy fk'e m'k=,co=_ 9. DeIIo loLT r ware�aII ccat�tos es6k,•:,aFe� '?1~op�+.I vr;�i '_..i 2d�/,,.o_•. . rxtors rr a ao mpiaj e� so_c t 1. Eiec�+ca�szgI-irs or additicm Simalcocandikave=cdt srb-,:cacLzs is�3as.�w5, �' �cse snxeataelns czpa eamlovt�a t repaim OL atlQdons croz�'cow-iasz:ca<�t i �.��'tZ00_•�6a7iS 6-17 52 a),mdweaaa�Citsoacasava � fl;Gcma"napaY^.:- o. E i4- �lez _(a.},aatl we aaYs�eTo cro�.�-a'xra.:.�racc��rsbdj .ea_ y�a2^aattl�ecccln3 be. t mast aso�l ou hue boa b?ot, '3oa-0zvrmswhoSds- $ffi - ra �g� r sen,;^gImix �Confrs fRat "Y z+r ceiag a�sro>znE fez L$ce o °Y -�+oa clx=k!Ius bnx rm=stcac 22 addi��ca anew eaasg Sy z em�feycYs fee sso yS j pP icy Est pzaC ida 5eL psis �o cces and sf-a vh er or not facse r 4�rare CnEEa.Z.OL•Cy�n,..OeL �as:x zn err-gloyer t�=sgrov�ding-r�orkers'ccrrperzs�iar azsure�nor Ztt��OrrttdfOYt J /pry es"playees: BeIoY,�is flLe aoFic,��job sife. FUS FzC'e COa-21-7 jvame' e-i 'j S ( e d c lob Site A&:-, : Ayach i copy of the work.XS4,comp as Policy a a 3oa Gage(hag ite,po :y rnmber and , P�ilnrz M se.CUM rovem9e as regirec=D.0 Pr MCK c_ "52 "25�is a 1 =: e�h's�B.calf. aad/o*aae-vex-=• ,3 c a_3 vio.t�-0 'ja6je;o9 zfuetg�u SI�QQQO_ the iclaf oLL*cop 2S RCl�2S�2 r� atues iu 1,S�o z STOP WORK ORDM�zone ofnp o$250.€3Q a c�aY v rz :4 Copp Oi pis s��me. map�for �-de�to fie Office flf Ia7, 'tons OfItte D tA.*i h2smmcr I do&ereby y rozdsr the pazns rr.¢ escapes o" e, � 3P .�'�'}'sfet flee p�orazeror,pro�r.'ded anove zs fry r�xrf cvn-ect: ------------- P�r�e 7 n Ot,z r�?use Duly. Do not fPrite this X-e t^,be corraZ�-.ec' C:�£`J or iDYr DJ�'C� City or,Tawit; P eZ1�].censa T iss�ag Aatl�orifp(eFrc,€e one): ?B=a of—Re2M I-SMIdbag j3 5 Other T cF 4ri eiI u .CiiviTov�a Clerk. IIect Cal ec or 5.P '�P homn-inghyepector I Gautact Persars: phone Town of Barnstable Building f 'Post;This=Ga.rd So Thatit is Visible.Fromth#eStreet;Approved Plans Must beReta�ned on J$ob and,th�sCaird Must be Kept t iPosted Until Final Inspection Has$een Made =' y } < ;' • = Permit Where a.Certificate`of Occupancyis Req,wretl,such Building shall Not:be Occupied until a FinalInspect�on harl5een i� de =' Permit No. B-19-3562 Applicant Name: Approvals Date Issued: 01/14/2020 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 07/14/2020 Foundation: Location: 1597 SANTUIT-NEWTOWN ROAD,COTUIT Map/Lot: 024-008 Zoning District: RF Sheathing: 7 _ Owner on Record: BAKER,-ROBERT E ESTATE OF ET AL Contractor Name:, games M Kerrigan Framing: T Address: PO BOX 796 - Contractor License CS014638 2 EAST FALMOUTH, MA 02653 '" -_Est YProject Cost: $2,000.00 Chimney: Description: Demolition of a single damil 3 bedroom home on a 26x24 poured Permit Fee: P g Y� ) P u $ 125.00 concrete foundation Insulation: Fee Paid $ 125.00 Project Review Req: =Date 1/14/2020 Final: I Plumbing/Gas }: [ Rough Plumbing:. Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siz monthafte�l� fe. Final Plumbing:, All work authorized by this permit shall conform to the approved application_�and the,'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures auctures shall be in compliance with the local zoning by-lawsand codes. Rough Gas; This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials-are provided on thisjpermit. Electrical Minimum of Five Call Inspections Required for All Construction Work: x 1.Foundation or Footing Service: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue_hmng is installed Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: �Z�N�� a Town of Barnstable Building o-_ a d t f Post-Th�s Gard So That it is Visible,From the Street-Approved'Plans M b_Retained on Job n his and Must be K pt 1 � rPosted UnilFinal Inspection,Has Been:Made E i _ , s Where a Certificate,of Occupancy is Required,such Building shall Not;be Occupied wntil°a Final Inspection has been made j Per .ate...e, ,_,�. .� �.,�� a... �...,..».,�.,...-.. Permit No. B-19-3563 Applicant Name: James M Kerrigan Approvals Date Issued: 01/14/2020 Current Use: Structure Permit Type: Building- New Construction- Rebuild After Expiration Date: 07/14/2020 Foundation: Teardown Map/Lot 024-008 _. Zoning District: RF Sheathing: Location: 1597 SANTUIT-NEWTOWN ROAD,COTUIT i z ( Contractor__Nome: James M Kerrigan Framing: 1 k Owner on Record: BAKER, ROBERT.E ESTATE OF ET AL t Contractor License aCS-014638 2 Address: PO BOX 796 - i ( � �' Est.,Project Cost: $98,000.00 Chimney: EAST FALMOUTH, MA 02653 f, Permlt Fee: $624.80 Description: Rebuild of a single family,3 bedroom home,(2)story coloniel style Insulation: Fee Paid:= $624.80 on the existing foundation. 1.5 Baths,open concept living,dining, 1/14/2020 Final: kitchen with half bath on the first floor with (3) bed`roorn,one full = Date ,' bath on the second floor Plumbing/Gas Project Review Re : FOUNDATION INSPECTION REQUIRED. J q I Rough Plumbing: BEDROOM WINDOW MUST BE RESCUE ESCAPE COMPLIANT: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after-issuance. All work authorized by this permit shall conform to the approved application;and tKe36pproved construction documents'forvwhich this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and st uctureis'hall be in compliance with the local zoning by Iaws and codes. This permit shall be displayed in a location clearly visible from access street or road=and shall be maintained open for publiOinspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this'permit. Minimum of Five Call Inspections Required for All Construction Work: x " Service: 1.Foundation or Footing Rough:, 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r il>OK ob � 3► TOWN APPlicatidfi Number.. ✓V. . . NOFMR . f � � x. Permit Fee. � .Other F 1�I91C 3 t Ai! tt:'0.3 .....,.. e:...... . ....... TotalFee Paid.................... .. .................................. ...NOW TOWN OF BARN' ` LE 'Permit Approval by:10 oa..`.l 1:L 7�.... ...... BUILDING PERMIT Q a ll lviap. .... ..................Parcel......... ........ ...... .... .. . . ........ APPLICATION Section 1 -Owner's Information and Project Location Project Address I `�,� S�f i -NG-�d w h �` Village G Owners Name - -Owners Legal Address City Dios-F State 10 Zip O A 59 6' T Owners Cell# jt - 3 a �{a-�1 E-mail r� �-a� Gvl'f a� 9`�40 ' Section 2 -Use of Structure { r• F Use Group ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet Single/Two Family Dwellin"g. Section 3-Type of Permit { ❑ New Construction ❑ Move/Relocate .❑ Accessory Structure ❑ Change of use Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation ,r o Other—Specify_ify Oc^,o o`C eA4;r c - .5. r +k V ���u l ✓"►'� . OGG �a�, Y. Section 4-Work Description M o,,ft ovx S l lie L40042 k om c `C 6 h- -fr kL fit✓ a6� In ` h WJ` had i✓ T ' �TG04, b o OVA 1 1 o Last undated:11/15/2019 Andersen.' Andersen Windows - Abbreviated Quote Report Andersen. o.,.oQau Project Name: RJK-2849-200S wnoaws•aoo..x Quote#: 30089 Print Date: 01/13/2020 Quote Date: 01/13/2020 iQ Version: 19.2 Dealer: Customer: A FALMOUTH LUMBER CUSTOMER VAN A Billing Address: Massachusetts 02559 United States ' Phone: Fax: Sales Rep: Administrator Contact: Created By: Trade ID: 012450 Promotion Coder Item Qty Item Size(Operation) Location Unit Price Ext. Price 0001 1 '244DH2849 (AA) 4 _ $ 315.50 $ 315.50 ROSize=2'8"Wx4'9" H Unit.Size=2'71/2"Wx4'81/2" 14 200 Series Unit, 3 1/4"Frame Depth,White/PI White, Low E Glass(Each Sash.) BUILDING .DEPT• Insect Screen, White Viewed from Exterior U-Factor:0.29, SHGC:0.32 = JAN ] 3 ZOZO TOWN OF.BARNSTABLE Subtotal Is 315.50 Total Load Factor - Tax(6.250%) $ 19.72 Customer Signature 0.208 Grand Total $ 335.22 Dealer Signature **All graphics viewed from the exterior **Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. Quote#: 30089 Print Date: 01/13/2020 Page 1 Of 2 iQ Version: 19.2 J CS Beam 2019.1.2 2 9 9-19-1 kmBeamEngjnd2018.9.0.1' 9-19-1 MataialsDatabase 1575 loft V Member Data Description: Member Type:Beam Application;Floor Tbp Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:SBC Live Load: 40 PLF Deflection Criteria:-L/360 five,L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 24.0 PLF Filename:Beain2 Other Loads Type Trib. Other Dead (Description) side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top- 0 0.00" 26 0.00" 12' 0.00" 40 12 Live 2nd Floor Additional Uniform(PLF) Top a O.W. 26 0.W' 0 -.60 Lure Interior Wall - - Replacement Uniform(PSF) Top 0' 0.00" 26 0.00" 12 0.00" 20 10 Live Attic 9 0.0 17 0 0 2600 Bearings and Reactions Location T Material nput Min Gravity Gravity Type Length Required Reaction' Uplift 1 a 0.000" Wall Steel 5.5W' WA .3270# -1511# 2 9 0.000" Wall Steel 5.5W' N/A 18516# — 3 26' 0.009' Wall Steel 3.50(Y" N/A 7416# — Ma)amum Load Case Reactions Wed fcr appA*V pwd loads(or me loads)to carpvg members Live Dead 1 2838# 432# 2 12483# 6033# 3 504W 2372# Design spans 8'7.376' 16 9.376' Product: W 8 x 24(50ksi) PASSES DESIGN CHECKS Review gravity uplift reaction force of 1511lbs at bearing 1 and ensure that the structure can resist appropriately. Design assumes continuous lateral bracing along the bop chord Design assumes continuous lateral bracing along the bottom chord. Achial Width 6.495"- Actual Depth 7.93" Web Thickness 0.245" Allowable Stress Design - Actual Allpvvable Capacity Location Loading Positive Moment 25.704 57AT14 44% 19.OT Even Spans D+L Negative Moment 28.2(YW 57.4TW 49% 9' Total Load D+L Shear 10.64W 38.86W 27% 9 Total Load D+L LL Deflection 0.3256' 0.5594" U618 18.23' Even Spans L TL Deflection 0.469T' 0.8391 U428 18.23' Even Spans D+L Control:LL Deflection Al product ram are tradermks of t1wrespectiva amens CopyriIIrt(G)2018 by Siapson SbagTe company Inc.ALL RGHfS RESERVED —Passing is defined as when the member,floorpst beam or gidr�sham on ft dawi g meets appicabb desgi dine for toads,Loading Caxftm,and Spars Isted on this sheet The design must be reviewed by a quafied designer or design professional as req iced for approval.This design assures product installation accoxii ig to the mamdacaaets sesciffCabons. MEMBER REPORT PASSED Level, Floor: Drop Beam 4 piece(s)13/4"x 9 1/2"2.0E Microllam@ LVIL Overali Length:2E . 0 .� s. n y-s,s 7 FROM - ✓ 01aey3 :. 4If 9' V 6" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. DestgnResUlt s .. Actiat @Location 3 Allowed F �tesult XLDF 10)� conibirWtlo[f(prn System:Floor Member Reaction(Ibs) 2S424 @ 9' • 31500(6.00") Passed(81%) — 1.0 D+1.0 L(Adj Spans) M Type:Drop Bear" - Building Use:Residential Shear(Ibs) 3016 @ 7'11 1/2" 12635 Passed(24%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Moment(Ft-Ibs) -5778 @ 9'' 23550 Passed(25%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:Aso Live Load Defl.(in) 0.056 @ 4'5 1/8" 0.293 Passed(L/999+) — 1.0 D+1..0 L(Alt Spans) Total Load Defl.(in) 0.077 @ 4'4 7/16" 0.440 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) •Deflectioncriteria:U.(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 26'o/c unless detailed otherwise.:, •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 26'o/c unless detailed otherwise. • Member should be side-loaded from both sides of the member or braced tb prevent rotation. 3 ^s t' �rtv ' b� .',cL`�� - —,•�� Y AV�'`eea[tnq�.en9ttr�4"+q SU�1p01 f5 .¢ r.; titer TOtaI s Avattabte Required3 dead s �Floo[,i tY2f ,rOtat�/1'ccesSOrteS d �x � ,r ... _. .T,._s e. 1-Pocket in masonry-!concrete 4.00. 4.00" 1.50" 850 1985/-193 2835/ None 193 2-Column Cap-steel 6.00" 6.00" .4.84" 7949 17475 25424 Blocking 3-Column Cap-steel 6.00" 6.00" 1.50" 1436 4831 6267 Bloddng 4-Pocket in,masonry-concrete 4.00" 4.00" 1.50" 586 1905/213 2491/ 213 None •• ' •Blocking Panels are assumed to carry no loads applied directly above them and the full loadis applied to the member.being designed: .��• -�.-rr t 'F-. a4 x F� l Kam M .r r y.. C.4t.+-+x. p ,� -. �`�+r-�`"" g-5d y, � s.4 d� :'S.i. wvN' r �-s *£"u fi3�t�' ' $Qls-•°� 1�IOOr�tVB A .fir '"'. ` t? ;VP•117wF.1-oads`,t � Tr ,London(srde)���" tributary Width i (U 90) � ���>$oo�-��..ry,3 conim�k���' " 0-Self.Weight(PLF) 0 to 26' N/A 19.4 1-Uniform(PSF) 0 to 26'(Top) 12' 12.0 40.0 First Floor 2-Point(lb) 9'(Top) N/A 6033 12483 Loads from 2nd Fl. Bm. 3-Uniform(PLF) 0 to 9'crop) N/A 60.0 First Fl.Int.Wall s •We ethaeuser.Notes�=�. r� �r�r-�� ,✓. t)'=:- ' _�.xk .-;m "3s.:�t���,^•R s}d`s., a."a���.,�,.n`Tvn,�[a'�}.�. a..'k'��Y.:���n��'n 3��;.,_'r`�,..,m4.N�:�ha�,s s'-,.x ,i�.�� Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to dreumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-parry certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance*with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator " SUSTAINABLE FORESTRY INRIATIVE Weyerhaeuser ForteWES software operator Sob Notes 9/23/2019 11:53:56 AM UTC Andy Hall Falmouth Lumber ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 (nds)1411-6861 andyh@falmouthmout lumber.com File Name: 24x26 house pane 1 /1 DOUBLE-HUNG WINDOWS Table of Double-Hung Window Sizes 1'-71/4" P-11 1/4" 2'-3 1/4" 2'-5 1/4" 2'-7 1/4" 2'-9 1/4" 2'-11 1/4" 3'-1 1/4" 3'-3 1/4" 3'-7 1/4" 3'-11 1/4" Cottage and reverse Unit Dimension (489) (591) (692) (743) (794) (845) (895) (946) (997) (1099) (1200) cottage are available Minimum 1 8 2 0 2 4 2 6 2 8 2 10' 3 0" 3'2 3 4 3 8_._ 4'-0 " based on a 60/40 Rough Openip 508 610 y 7a11 t 762 " 813 864 "i (, )'' (._ ) (a._..) .(_.L.: _(__ ) ( ) (914)� (9�65) (1016) (1118) T219) �` — -A)." . -— proportion in all Unobstructed Glass 1 12 5/8" 16 5/8 20 5/8" 22 5/s" 24_5/8=---- `26 5/8" 28 5/8" 30 5/8" 32 5/8". 36 5/8" 40 s/s" widths and heights power sash only) (321) (422) (524) (575) (625) (676) (727) (778) (829) (930) (1032) yAf-: S'LO` .IVIN '-3 la' sl'`i'•a_,�„ ,. up to 6'-7 1/4 40 0 FE I R3 E 11 R E 11 E I F I'LO ADH1830 ADH2O30 ADH2430 ADH2630 ADH2830 ADH21030 ADH3030 ADH3230 ADH3430 ADH3830* ADH4030* Cohage knerseCottage �� � ■ oo o o 11 ooEoo �".ofµ" ;� 1 � N M , r+ADH1834 ADH2O34 ADH2434 ADH2634 ADH2834 ADH21034 ADH3034 ADH3234 ADH3434 ADH3834* ADH4034* rn oos; � w� ■ . 0 1 El, FE11 El El B x Fill z"rd .. yrpa xak ��t ADH1838 ADH2O38 ADH2438 ADH2638 ADH2838 ADH21038 ADH3038 ADH3238 ADH3438 ADH3838* ADH4038* ...' ?r fi 00 ADH1840 ADH2O40 ADH2440 ADH2640 2ADH2840yADH21040 ADH3040 ADH3240 ADH3440 ADH3840* ADH4040 a: oN ,N o a 00000a0000 ADH1844 ADH2O44 ADH2444 ADH2644 ADH2844 ADH21044 ADH3044 ADH3244 ADH3444 ADH3844 ADH4044 o '. .ds✓*� ❑ +,v a�,,i. �,w'r' � . ❑ _� ,: i� r tax x ,,,-Mier .i` v � v :A 00 ADH1848 ADH2O48 ADH2448 ADH2648 ADH2848 ADH21048 ADH3048 ADH3248 ADH3448 ADH3848' ADH4048' 5 p V k \MCN C +atIYrY "ka � C7 xitij i , J ADH1850 ADH2O50 ADH2450 ADH2650 ADH2850 ADH21050 ADH3050 ADH32500 ADH34500 ADH38500' ADH40500' ;'r Gr•k� wdx �',;i, Elke`f ■ ❑ ❑ ❑ n,n;:^t''^'iti� f ❑ M 00 M t0 cD _ y ff 3Urn ki : R:p p�kw %•e:. ADH1854 ADH2O54 ADH2454 ADH2654 ADH2854 ADH21054 ADH30540 ADH32540 ADH34540 ADH38540' ADH40540* I lh' a ^ � � r�1 E:1 9:_"�� E E I ADH1858 ADH2O58 ADH2458 ADH2658 ADH2858 ADH210580 ADH30580 ADH32580 ADH34580 ADH38580' ADN40580' Ao r i 96 ADH1860.ADH2060 ADH2460 ADH2660 ADH28600 ADH210600 ADH30600 ADH32600# ADH34600# ADH386000' ADH406000' n W Ll [i Li }@ I[ ADH1864 ADH2O64 ADH2464 ADH26640 ADH28640 ADH210640 ADH306404 ADH326404 ADH34640# ADH386404* ADH40640#' continued on next page 2012-13 A-series Product Guide Page 1 of 2 WINDOWS•DOORS - A-SERIES Andersen® Table of Double-Hung Window Sizes (continued) 1'-71/4" 1'-l1 1/4" 2'-3 1/4" 2'-5 1/4" 2'-7 1/4" 2'-9 1/4" 2'-11 1/4" 3'-1 1/4" 3'-3 1/4" 3'-7 1/4" 3'-11 1/4" Cottage and reverse Unit Dimension (489) (591) (692) (743) (794) (845) (895) -(946) (997) (1099) (1200) cottage are available It mum 4 3 8 4'-0 based on a 60/40 Rough Opening. . �� (508)' (61'0)°(711) (�62) ' J( 13) (864)'' 1016)" " 18) �A (1219)"a �_�,. n (11 proportion in all 12 5/8" 16 5/8' 20 5/8" 22 5/8" 24 5/8" 26 5/8 28 5/8" 30 5/8" 32 5/8" 36 5/8" 40 5/8" Unobstructed Glass widths and heights (lower sash only) (321) (422) (524) (575) (625) (676) (727) (778) (829) (930)• (1031) �CUSOAIIIYITHS3'-3 a 3 1 t .:- up to 6-7 1/4". • _ _ ti m,w .•tee a.. �aa.pb ,p i AO. SO ^M oo n CO i L rLi UT E ray ht 60 tn; k�J3 i1 ADH1868 ADH2O68 ADH2468 ADH26680 ADH28680 ADH210680 ADH306801 ADH326804 ADH346801 ADH386804' ADH406801 `-. Couage neverseCottage� s �,,n7wP E E 'H Eii L � .�"„ coLl El p M N m Fr' "20" I 1L ti M V ADH1874 ADH2O74 ADH24740 ADH26740 ADH28740 ADH210740 ADH30740 ADN32740 ADH34740 ADH38740 ADH40740' a�ad. E Two locks are ,� ,� _-�Tr4 4�' standard on all q 00 m 3'-7 1/4"and � a 4 _ o < 3'-11 1/4"width double-hung ADH1880 ADH2O80 ADH24800 ADH26800 ADH28800 ADH210800 ADH30800 ADH32800 ADH34800 ADH38800•` ADH40800' Windows. •"Window Dimension"always refers to outside frame to frame dlmenslon. •"Minimum Rough Opening"dimensions may need to be Increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other Items. •Dimensions in parentheses are In millimeters. . 0 Sizes with equal sash that meet or exceed clear opening area of 5.7 sq.ft.,clear opening width of 20"and clear opening height of 24". Sizes with cottage sash that meet or exceed clear opening area of 5.7 sq.ft.,clear opening width of 20"and clear opening height of 24'C •Two locks are standard. Custom Sizes&Specifications Double-Hung Windows 1501/4"�VO�IDT 471/4" A-Series windows are available In 1/8"increments between minimum and maximum widths and heights shown.Some restrictions apply.Contact your "CUSTOH Andersen supplier for custom-sized specialty windows. �xrzta�x�x�xtwa�rwrrrixwwr 951/4" �:n �r - For cottage and reverse cottage window sizes and opening specifications to c. I S, contact your Andersen supplier. a� �w�r 271/4" i. � MYffiMI"% EI,' - .. Clear Opening Width =window width—4.056 Unobstr.Glass Width=window width —6.650 Height-(window height+2)—4.645 Height=window height—9.646 . Single Sash Height-(window height—9,646)+2 ® : o Vent Opening Width =window width—4.056 Minimum R.O. Width -width +3/4" Height=(window height-2)-4.316 --- Height=height+3/4" •All custom-slze A-Series double-hung windows wider than 3'-1 1/4"and taller than 4'-11 1/4"meet or exceed clear opening area of 5.7 sq.ft.,clear opening width of 20"and clear opening height of 24". 2012-13 A-series Product Guide Page 2 of 2 r , Application Number...........................................:......... Section 5—Detail Cost of Proposed Construction /00i Square Footage-of Project Age of Structure I Dig Safe Number O l 6 #Of Bedrooms Existing 3 Total#Of Bedrooms(proposed) 3 110 MPH Wind Zone Compliance Method ❑ MA Checklist PfWFCM Checklist E] Design ° { Section 6—Project Specifics Wiring (� Oil Tank Storage 0 woke Detectors [Plumbing Gas ❑ Fire Suppression R"Heating System ❑ Masonry Chimney `s Add/relocate bedroom Water Supply , Public, ❑ Private Sewage Disposal ❑ Municipal lJ. On Site P Historic District Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: �O � Kcc-7ot I am using a crane ❑ Yes U No Section 7 Flood Zone Flood Zone Designation Within or adjacent to a wetland;coastal bank?� Yes El Section 8—Zoning Information Zoning District Proposed Use i v�II L &Phi/ Lot Area Sq.Ft. Total Frontage 1-20 ._ Percentage of Lot Coverage #of Dwelling Units(on site) ,Setbacks Front Yard Required G Proposed Rear Yard Required i l l I Proposed. 1 F Side Yard Required. % Proposed Has this property-had relief from the Zoning Board in the past? ❑ Yes Er No ° Last updated:11/15/2018 - Application Number............................................. Section 9 Construction Supervisor Name Telephone Number Y Address 665-4L-we ,cj e- S40 City f,,Sf wAtate 10? Zip O�S-3 License Number C License Type. LS Expiration Date Contractors Email CDC Cell# CK0—Vd'0 d I understand my responsibilities under the rules end regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massaag"use—&Stote�u dini Code-Tu—ffd ifm--d'thd construction inspection procedures,specific inspections and _ documentation required,by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature 4 Date.. 16 '2 Section 10—Home Improvement Contractor _ I :ess Telephone Number�to wcr City �i. . F �•r•OL"_ State Registration Number 1 6 3 6 Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your KI.C... Signature Date t Section 11 —Home Owners License Exemption 1 Home Owners Name: Telephone Number Cell or Work Number I'understand my responsibilities under the rules and regulations for Licensed Construction Supervisor m accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date A '�L ' SI I AT ; Signature - T Date <� 2 vL_. Print Name Telephone Number 27 3 E-mail permit to:. r c a r e "f r V'ha. b� C Section 12—Department Sign-Offs I AIealth Department D Zoning Board(if required) ❑ 4iistoric District ❑ Site Plan Review(if required) ❑ �-� Fire Department Conservation ❑ For cowwrcW work,please take your plans directly to the fire d wrhnent for approval Section 13—Owner's Authorization I, crNl �v, as Owner of the subject property hereby authc �^ �, ; to act on ' my behalf, in all matters relati a to work authoriieAy this building permit application for: (Address of job) Signature of Owner date, �(e.,tA Print Name Last updated:11/15/2018 FTHE ray Town of Barnstable O �Y F�E40PIyFHT �. Planning&.Development Department o Barnstable Historical Commission Z L ��3 * BMWSTABLE, * 200 Main Street,Hyannis,Massachusetts 02601 36 i639. (508)862-4787- Fax(508)862-4784 'OtEpMp.�A erin.logan@town.barnstable.ma.us Commission Members tV C'S Nancy Clark;Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop;AIA Elizabeth Mumford Cheryl Powell Frances Parks Jack Kay,Alternate CS € N DECISION Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Applicant/Property Owner: Kerrigan,RyanJ.Trustee Subject Property: 1597 Santuit-Newtown Road,Cotuit Assessor's Map/Parcel: 024/008/000 Hearing Date: November 19,2019 Pursuant to the Barnstable Historical Commission receiving your notice of intent on October 28, 2019, a duly advertised and noticed public hearing was held on November 19,2019 to determine whether the significant structure identified as a single family structure on this property is a preferably preserved significant building and whether demolition delay would be imposed for the full demolition of this structure on the parcel addressed as 1597 Santuit- Newtown Road,Cotuit. After review and consideration of public testimony, application and record file, the Commission by a unanimous vote,found that in accordance with Chapter•112F the full demolition of the single family structure is.not a preferably preserved significant building. In accordance with Chapter.112-3 F, the Commission determined, by a unanimous vote, that the full demolition of the single family structure would not be detrimental to the historical,cultural or architectural heritage or resources of the Town. This decision applies only to the demolition described in.the notice of intent submitted on October 28, 2019. No future demolition shall be permitted without application and approval from the Barnstable Historical Commission, 772 � //Q`�� Ndn y lark,Chair to cc: Brian Florence,Building Commissioner Ann Quirk,Town Clerk t Planning&Development Department-Elizabeth Jenkins,Director;Paul Wackrow,Senior Planner; Erin Logan,Administrative Assistant-200 Main Street,Hyannis,MA 02601 PLACE STAMP HERE ALMEIDA& CARLSON INSURANCE AGENCY, INC. 79 DAVIS STRAITS PO BOX 554 FALINOUTN MA 02541 Almeida' & Carlson Insurance Ag Invoice # 2328 Page 1 d1 PO BOX 719 sgxount Number �� , °: Dateu .> , Sandwich,MA 02563 RJKERRI-01 12/4/2019 Phone:(508)888-0207 eAt ANCE ouE oN; � z� Fax:(508)888-0550 12/4/2019 � �Amoum Due �, .= Email: a; ,. _ . � .'•'.. $100.00 R3 Kerrigan Carpentry Inc PO Box 796 East Falmouth, MA 02536 Bonds PolicyNumber: 64889467 Effective: 12/4/2019 to 12/4/2022 l I �x�Item# Effective Date.Trans� => Descript�on 84421 12/4/2019 12/4/2019 NEWB New BOND Effective 12/4/2019 $100.00 Total Invoice Balance: $100.00 BOND FOR 1597 SANTUIT NEWTOWN RD. THANK YOU 12/4/2019 R]Kerrigan Carpentry Inc Page 1 of 1 a tl a n a DD n fi tl G tl G n n Effective Date: December 4th, 2019 u n Western Surety Company a G n G n LICENSE AND PERMIT BOND a tl KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 64889467 ; a n a n G Thatwe,RJ KERRIGAN CARPENTRY INC tl G n G n u of East Falmouth , State of Massachusetts ,as Principal, n and WESTERN SURETY COMPANY,a corporation duly licensed to do surety business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , as Obligee,in the penal sum of One Thousand and 00/100 DOLLARS($1,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives,firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed street Opening by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until December 4th 2020 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing,by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of th't upa ,l ays from the mailing of said notice, this bond shall ipso facto terminate and the Surety shae lieved from any liability for any acts or omissions of the Principal subsequent to said 't he number of years this bond shall continue in force, the number of claims made a d is b0 the number of premiums which shall be payable or paid, the Surety's total limit of l5a shall note Ebbiulative from year to year or period to period,and in no event shall the Surety's total IA 4AA -exceed the amount set forth above. Any revision of the bond amount shall not be ; G cu> t��ye. p �h o Datealfflil 4th day of December 2019 ; tl a d CORPORgj tl G tl c R' Kerrigan Carpentry Inc °�F n SEA n a i tl a tl G n F n G Principal tl tl WESTE SURET COMPANY o B L- Form y Paul T.B at,Vice President g 532-11-2019 n ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 4th day of December 2019 ,before me,the undersigned officer, personally appeared Paul T. Bruf lat ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. +%%%%%%%%%peg%%%%%%%%%%%%%+ 8 L. Bauder g NOTARY PUBLIC SEAL s SOUTH DAKOTA IS s Notary Public—South Dakota +4h4�ey4gy444Qoy4hgh�s�e44aah+ My Commission Expires January 29, 2022 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of ,before me personally appeared known to me to be the individual_described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) COUNTY OF ss On this day of ,before me personally appeared who acknowledged himself/herself to be the of ,a corporation,and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public C� E " U o w z i Cd aoi W Z .0 ►•a 0 > w 0 f� Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of South Dakota ,its regularly elected Vice President , as Attomey-in-Fact,with full power and authority hereby conferred upon him to sign,execute,acknowledge and deliver for and on its behalf as Surety and as its act and,deed,the following bond: One Street Opening bond with bond number 64889467 for RJ KERRIGAN CARPENTRY INC as Principal in the penalty amount not to exceed: $ 1,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary,Treasurer,or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 4th day of December , 2019 ATTEST WESTE N U�JRE�T COMPANY By /. L.Nelson,Assistant Secretary Paul ruflat,Vice President ggt�gt�staf�rrar'ai STATE OF SOUTH DAKOTA ` ; Z SS Y b COUNTY OF MINNEHAHANDIN �;t�tttfil�at��sga On this 4th day of December 2019 ,before me,a Notary Public,personally appeared Paul T. Bruflat and L. Nelson who,being by me duly swom,acknowledged that they signed the above Power of Attorney as Vice President and Assistant Secretary, respectively, of the said WESTERN SURETY COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. t�y�oo��h4atig�e�roti�4�aytib} 8 J. MOHR p i E�AL NOTARY PUBLIC SEAL s B�SOUTH DAKOTA�B Notary Public }eg,aaaa�,44oaya5goaa�,w�,t My Commission Expires June 23, 2021 ry To validate bond authenticity,go to www.enasurety.com >Owner/Obligee Services>Validate Bond Coverage. Form F1975-1-2016 �o r R f , The Commonwealth of Massachusetft DepwtNwrt of Industrial Accidents Office of Inva ttgadons lip 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit:Balders/Contract_ors/Electricians/Phunbers Anvlicant Information Please Print Leeibly Name(Business/Orgettizwon/lmmdual)• R13- .XC-r#*,a4,1 r e fr vi , Address: City/State/Zip: .Phone#: Are you an employer?Check the appropriate boa: Type of project(required): 1.( am a employer with._ 4. ❑I am a general contractor and I 6. Q New construction employees(fall and/or part-time).* have hired the sub-contractors 2.❑ I an a sole proprietor or partner- listed on the attached sheet. 7. Q Remodeling ship and have no employees These ors have S. ❑Demolition 1 working for me•ia any capacity. employees and have workers' 9. ❑Building addition .msurence.: required.] 'comp 5. Q Wye are a corporation and its 10.Q Electrical repairs or additions 3.❑ I an a homeowner doing all work officers have exercised their. 1 L[]Phmmbing repairs or additions myself[No workers'comp. right of exemption per MOL 12.Q Roof repairs insurance ]t c.152,§1(4),and we have no employees.No workers' 13.❑Other comp.insmrance reQnke&] •Any a 0caat that cheeks box#1 must also fill out the section below showing their wofl as'won polity infnnaebon t Homeowners who submit this affidavit indicating they ate doing ell wade and then him outside contractors must submit a new affidavit indicating such tContrecmrs that check this box mast attached an additional sheet showing the game of the sub-cofactors and state whdba or not those entities have employees. If the sub-ctmbactms have employees.they must provide their workers'comp.policy number. lam an employer than is providing workers'comPensadon insurance for my employees. Below h the policy and job site infamadom Insurance Company Name: .. /" l (� �l l/�2(^ g Policy#or Self-ins.Lie,#: I�JC G S-o a S�/ �y a�/ Expiration Date: f3 2 Z/ Job site Address: q it lyew+6" City/state zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of m*nh al penalties of a fine up to$1,500.00 and/or one-year imprisonmezrt�as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be fmvarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce d-fy the pains and penalties of pm*a y that the btfbmwdon pnvlded above b true and correct Signaisme: Date: V�A a Phone#: — l ` � OffleW use onl}. Do not write in this wM to be completed by city or town offidd City or Town: Permlt/License#. . loving Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector - 6.Otber Contact Person: . . Phone#: f 247 Station Dr.,Westwood,Massachusetts 02090-9230 . ENERGY 12/30/19 A& K Site and Septic 1597 Santuit-Newtown Rd. Cotuit, MA RE: — 1547 Santuit-Newtown Rd., COT Dear Nancy, This letter will serve as confirmation that there is no electric service at 1597 Santuit-Newtown Rd., Cotuit. The power has been inspected and no electric is existing at the above address. Based on this information, there is no electric power to this building and you may proceed with the demolition. If you have any questions, please contact me at (781) 441-8630 Sincerely, Sean M. Hayes Eversource CIC/XXX NewTemplate ! i I t I NI)I It I I.F�C7111C, INC, (/ k rr Isin tit! I i I ti,.iU�pi,l, IAA 0;", si• i (null) !MN/1!O s f ��• ,]l.,;Y , ,, f ff, t Jr, i I i f i,i ,I nu�n�•tun -anmr P.ME)!)F/1 C,1t►!'� � �r�, �rrr. � ir�Ii ; Rf-ilir• �r�� �11 I�1 .1r �/ .�� ff %'11r ir)11 r� � �116' � �t rN•. I 1 '� If'I1' ii ! 1► 'iir�lr fl' I � � lfr � IVf'- E I E , ,I,...,L ,,�,•I„ii rl,•1 Inr•tf fn,•� i I f 3 i M1 OF (IT Pater Elepartmtnt MEDWWCT 4300 FALMOUTH ROAD, P.O. BOX 451 COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 October 22, 2019 SRJ Realty Trust 565 Carriage Shop Road East Falmouth, MA 02536-5418 RE: Acct#0228, 1597 Santuit-Newtown Road Dear Nancy: This letter serves as confirmation that as of May 31, 2000,the water service was off at the street and the account was changed to an inactive status. Please give us a call prior to the demolition so that we can schedule the removal of any remaining materials. Feel free to give me a call if you have any questions at 508-428-2687.rely, Si Nash Office Manager I nationalgrid December 30, 2019 1597 Santuit-Newtown Rd. Cotuit This letter is to notify you that after our investigation it has been determined that no gas service is going to 1597 Santuit-Newton Rd, Cotu,•t . I his letter DOES NOT preclude the excavator or homeowner from calling $11 before commencing any; work. State law requires anyone planning underground excavation work to notify local utilities by calling 81I to get your underground lines identified:for you prior to doing any digging. The call to 811 is the, _. LAW and must be made in advance of starting work. This confirmation letter of a gas cut-off DOES relieve the excavator of making the call to 811. It is a State Law requirement. If you have any questions, please feel free to contact me at 781"-907-3728 Thank you, Colin Galvin nationalgrid Gas Connections colin.galvin@nationalgdd.com 781-907 2958 F — Commanwealth.of Massachusetts Division of Professional Licensure ' Board-of Building Regulations and Standards ' Cc>nstrt �19'seiaenaisor F4Pij.jr�:t};iI72/2020• S : l € 93i1f JAA 026M - •_ __ _- _�.. - l�Vr��Il�I.7.7IV :fit 8u'tt - Construction Supervisor Unrestricted Buildingis of any use group which contain less than 38.000 cubicteet t991 cubic meters)of enclosed't space. _ All Parlors to possess a curt edition of the Massachusetts State Buildbrg Code is cause for revocation of this license. For infomtati�t about this license Cafl t6[7}727�Z00 a vis0 www.rrnass govldPI Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE Individual before the expiration date. if found return to: Registration. Expiration Office of Consumer Affairs and Business Regulation i8ti&30= 12/14202P 1000 Washington Street-Suite 710 RYAN J KERRIGAN Boston,MA 02118 DB/A R J KERRIGAN`CARPENTRY r RYAN J.KERRIGAN - � ` EAST117 FALMOURDHAM H, Not vall hout signature EAST FALMOUTH,MA 02536 Undersecretary' 9 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone .. Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' _Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)...................................:........................................:.............. ...:..:110 mph WindExposure Category...:.......:...........:................ . ..................................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories<_2 stories.................. Roof Pitch ....(Fig 2 ..... to <_12:12 V Mean Roof Height ...............................................(Fig 2)....................................... ft !—33, Building Width,W ...............................................(Fig 3)...................................... ft S 80' � � Qtl Building Length,L ...........................:...:...............(Fig 3)...........................:...... <;...��ft 80' Building Aspect Ratio(L/W) ...............:............:..(Fig 4)............:......:............'........ t <3:1 Nominal Height of Tallest Openinle ...................(Fig 4).....:...................................h 5 6T' 13 FRAMING CONNECTIONS / General compliance with framing connections.....(Table 2)............................................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 / Concrete .................................................................................... ....... ......... V ConcreteMasonry...................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION'.3 "Anchor Botts imbedded or 2 Proprietary Mechanical Anchors as an alternative in concrete only / BoltSpacing—general....................................(Table 4).......................................... 4?: in. 1/ Bolt Spacing from end/joint of plate .............(Fig 5)................................jr in.5 6"—12" Bolt Embedment—concrete...........................(Fig 5).........'............................�`.. in->7" ✓ Bolt Embedment—masonry ............................ Fi 5)..........................:........... — in.>15" Plate Washer.................. (fig5 .......................................>3"x 3"x /4' 3.1 FLOORS Floor framing member spans checked .................(per 780 CMR 55.00)......... ..................:...... maximum FloorbpeningDimension..:.................(Fig 6)........................... eft:512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wail(Fig 6)........................... _ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall..(Fig 7)................................................. o ft 5 d (/ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall..(Fig 8)....................................:............ G ft 5 d Floor Bracing at Endwalls.....................................(Fig 9)..............................I...................... ......... Floor Sheathing Type ..........................: ..............(per 780 CMR-55.00)........................................ Floor Sheathing Thickness ..:.............:::T:......:.......(per 780 C 55.00)......i�....:............. in. Floor Sheathing Fastening...............:.............:.......(Table 2) d nails at�m edge/��`r in held 4,j WALLS WallI�eight / Loadbearing walls..........`...........:...........:..::.....(Fig 10 and Table 5)..................... ft :5 10' V Non-Loadbearing walls...................................(Fig 10 and Table 5).................... �ft 5 20' Wall Stud Spacing.................................................(Fig 10 and Table 5)...............L in.<_24"o.c. ' Wall Story Offsets.................................................(Figs 7&8).............................. ft <d 4.2 EXTERIOR WALLS' _ Wood Studs Loadbearing walls ..... ......... ..........(Table 5)............. 2x ft 0 in: Non-Loadbearing walls..`.,..............................(Table 5)..........................2xR-:F ft_in. Gable End Wall Bracing' - Full Height Endwall Studs .....(Fig 10) ......................................................... WSP Attic Floor Length., ... ...... ......(Fig 11)......................................... ft aW/3 1060 r 780 CMR-Seventh Edition 12/28/07 (Effective 1/1/08) f 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES Gypsum Ceiling Len if WSP not used (Fig 11 and 2 x 4 Continuous Lateral Brace Q 6 ft.o.c...(Fig 11)............................................ _ or l x 3 ceiling furring strips Q 16"spacing min.with 2 x 4 blocking Ca 4 ft.spacing in end joistor truss bays................................................................................::................................... _ Double Top Plate ! / >. Splice Length..................................................(Fig 13 and Table 6)................................. ft 1/ Splice Connection(no.of 16d common nails)(Table 6)......................................................... f/ Loadbearing Wall Connections / Lateral(no.of 16d common nails)........`.......(Tables 7).................................................... �� ✓ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)..................(Table 8)...............................................:..... � Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans..........:.......................................(Table 9).............................. ft_in.<_1 I' Y Sill Plate Spans..................................:............(Table 9).........._.:..................-0 ft_in.:!;1 Full Height Studs(no.of studs).....:....:...........(Table 9).....,............................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9];. Header Spans................................................(Table 9)................................. ft—in.<_12' Sill Plate Spans.............................................(Table 9).............................. ft in.5 12" �✓ Full Height Studs(no.of studs)......................(Table.9).......................................I............... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously` Minimum Building Dimension,W ! r/ Nominal Height of Tallest Opening 2............. 5 6'8" �•.................................:............ SheathingType............................................(note 4).................................................Gam_ Edge Nail Spacing........................................(Table 10 or note 4 if less)................(Q,41&in. Field Nail Spacing. P g........................:............:..(Table 10)............................................. L in. . Shear Connection(no.of 16d common nails)(Table 10)....................................................(2 Percent Full-Height Sheathing.....................(Table 10)...................:.............................wx/ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L 1 '41 Nominal Height of Tallest Openings.................... �5 6'8" ................................................... Sheathing Type............................................(note 4)...:..............:............ ......C Edge Nail Spacing........................................(Table I 1 or note 4 if less). .... L in. Field Nail Spacing......................................(Table 11)�....................... . ......... J_ In.Shear Connection no.of 16d common nails able 11 ............................................. / Percent Full-Height Sheathing................:.:..(Table I1)................................................6 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................:... Wall Cladding Rated for Wind Speed?................... ..................................................................................... ..:.... 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Too],see BBRS Website).... Roof Overhang......................................................(Figure 19)............. ft<smaller of 2'or L/3 _ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift....................... ...................... ........... Table 12 ........................................U= C plf, Lateral..........................................................(Table 12)...............::.......................L=1_7&plf J Shear.................................. ...................(Table 12).........................................S=-7"?plf Ridge Strap Connections,if collar ties not used per page 21 (Table 13)........................T= plf Gable Rake Outlooker.............................I..............(Figure 20)............. h ft 5 smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors 1. , Uplift............................................................(Table 14)............ U=41 lb. Lateral(no.of 16d common nails)...............(Table 14)..........................................L=/Y lb. ✓ Roof Sheathing The kness..................................(Per 780 CMR 58.00 and 59.00)........................ Roof Sheathing . Roof Sheathing Fastenmg........................'.............(Table 2)............:....................................... .: f— Notes; s 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2;to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal ,straps and hold downs are not required per the WFCM 110 mph Guide: ,a. Steel Straps per Figure 5 - b. 20 Gage Straps per Figure I 1 c. Uplift Straps per Figure 14 , d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b i 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition 1061 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing. requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and I 1 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing requirements s f 106.2 . 780 CMR-.Seventh Edition 12/28/07 (Effective 1/l/08) I 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES b. Wood Structural Panels shall be minimum thiclmess of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. in. On single story construction,panels shall be attached to bottom plates and d top member of the double top plate. iv. On two story construction,.upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing, v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d - staggered at 3 inches on center per figures below.: Vertical and Horizontal Nailing for Panel Attachment 12/28/07 (Effective l/1/08) 780 CMR-Seventh Edition 1063 CS Beam 2019.1.42 9-19-19 kmBeamEngme 2018.9.0.1 2:OOpm Materials Database 1575 loft Member Data Description: Member Type:Beam Application;Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:SBC Live Load: 40 PLF Deflection Criteria: 1360 live,L240 total Dead Load: 10 PLF Deck Connection:Nailed " Member Weight: 24.0 PLF ' Filename:Bea12 Other Loads Type Trib. Ofher Dead (Description) Side Begin F11d Width _ Start End Start :. End Category Replacement Uniform(PSF) Top U 0.09' 25 0.00" 12' 0.00" 40 12 . . = Live 2nd Aoor Additional Uniform(PLF) Top a O.Wk 26 0.W' 0 •.60 Live Interior Wall Replacement Uniform(PSF) Top a 0.00" 26' 0.00" 12 0.00" 20 .10 Live Attic .,.r- 9 0.0 ® 17 0 0 J 7 2600 Bearings and Reactions ' Input- . Min Gravity. .Gravity Location Type Material ..Length Required Reaction UpliiTt 1 a 0.009, Wall Steel 5.5W' WA .3270# -1511# 2 9 0.000" Wall Steel 5.50(Y" WA 18516# — 3 26' 0.000" Wall Steel 3.500" N/A. 7416# — Ma)amum Load Case Reactions used for aMft pot Ids(or Ine loads)to carryeig members Live Dead 1 2838# 432# 2 12483# 6033# 3 504-W 2372# Design spans 8'7.376' 16 9.375" Product: W 8 x 24(50ksi) PASSES DESIGN CHECKS Review gravity uplift reaction force of 1511lbs at bearing 1 and ensure that the structure can esist appropriately. Design assumes continues lateral bracing along the top chord. Design assumes continuous lateral tracing along the bottom chord Actual Width 6.4W'. Actual Depth 7.93" Web Thickness 0.246' Allowable Stress Design - Actual Allowable Capacity Location Loading Positive Moment 25.72 W 57.4Tk# 440/6 19.OT Even Spans D+L Negative Moment 28.20'k# 57.474 49% 9 Total Load D+L Shear 10.6414 38.86W 27% 9' Total Load D+L LL Deflection 0.3286' 0.55M' U618 18.23 Even Spans L TL Deflection 0.4697' 0.83911, U428 18.23' Even Spans D+L Control:ILL Ddeclion . Al poduct names are tradareks of#wmspmtve was CapAtt(C)2018 by Sirpson Sb g•Te Carparry Inc.ALL RIGHTS RESERVED. "Passing is defned as vYho n the member,ftwjwt,beam or ged r,shown on ft drawing meets design ads for Loads,Loading Candtians,and Spans fisted an ft sheet. The design mist be reviewed by a quarried designers design pmfessiatal as regraed for approval its design assures product installation according to the mamda=e(s s t'U K I Lrl'® MEMBER REPORT PASSED Level, Floor: Drop Beam 4 piece(s)13/4"x 9 1/2"2.0E Microllam@ LVL Overali Length:26 y 0 3 ctp tom'° ti M-� rr i ` / ! , 4 Si h 96` All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. DeSlgtt+Resplts!:��,� .1._-: Attuat @ tor:ation �� i�_AIiOW2dia�, ��Lt)�� t�d�,CO�mbitlatiotl(V?at�i�)�c�� •�i�aaY System:Floor Member Reaction Ibs 25424 @ 9' • 31500(6.00" Passed 81°rb Member Type:Drop Beam ( ) ) ( ) • . — 1.0 D+1.0 L(Adj Spans) Building Use:Residential Shear(Ibs) 3016 @ 7'11 1/2" 12635 Passed(24%) 1.00 1.0 D+1.0 L(Adj Spans) Building code:IBC 2015 Moment(Ft-Ibs) -5778 @ 9'' 2-3550 Passed(25%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:ASD Live Load Defl•(in) 0.056 @ 4'5 1/8" 0.293 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) - 0.077 @ 4'4 7/16" 0.440 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(1.1360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 26'o/c unless detailed otherwise.., •Bottom Edge Bracing(L u):Bottom compression edge must be braced at 26'o/c unless detailed otherwise. •Member should be side-loaded from both sides of the member or braced tb prevent rotation. ' 3 � �� � F 5. o x°+; ti;.� �`+ � "�-7�+'� �' h•P L,,: u1?k ^�.x x "- f .r : .u. :�x ', - � $U t'L•S- 'Total.. ylvaitabte wired bead• cod e. Totalr A ? ccessories- q I-Pocket in masonry-concrete 4.00" 4.00" 1.50" 850 19851-193 2193/ None 2-Column Cap-steel 6.00' 6.00" 4.84" 7949' 17475 . 25424 Blocking 3-Column Cap-steel 6.00" 6.00" 1.5o" 1436 4831 6267- Blocking 4-Pocket in.masonry-concrete 4.00" 4.00" 150° Slit 1905/-213 2 13- 91/- None •• •Blocking Panels are assumed to carry no loads applied directly above them and the full load-is applied to the member.being designed: 4 r Y -hs�s�"r s y..y"L. ;a-3 'k. @ .: 'K•'l- arc h a is F e• `' F 7.,' „'"3`. Oor l.iV@ �rrx '.h�'" ',.er�&.3'�.kzs�E� '�{ •�. :T,1 �wT"y`� s a� :x � t � �-F"'"� �y¢t+�s 'I"`t�3'��-!t�t��a� - 0-Self,Weight(PLF) 0 to 26' N/A 19.4 — 1-Uniform(PSF) 0 to 26'(Top) 12' 12.0 40.0 First Floor 2-Point(lb) 9'(Top) N/A 6033 12483 Loads from 2nd Fl. Bm. 3-Uniform(PLF) 0 to 9'(crop) N/A 60.0 First A.Int.Wall - Wr. n FvA.; 3 r t §,�* w '.7- 'F w�#H a 1+ -Lr 1rrk'� ? _ �.•� f �Y .:<.'W.tyy, 4 rt ...�TN.Y'i�,..en ,"-yr e ,eehaeuserNotes :•= �..::- w-�. t ..::•. . a�y,m ....t_:<.s .,,r.rW y.. ��acq,4� .6r.,.,�++, .,��.�.'�'S � r:t;-.r�, .4 .,�ti�.,,t� _ �.,..,a Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and FSR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by ForteWEB Software Operator • SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB software Operator^ 3ob Notes- 9/23/2019 11:53:56 AM UTC . Andy Hall Falmouth Lumber ForteWEB v2.1,Engine:V7.3.2.309,Data:V72.0.2 (Soo)@falm File Name:24x26 house andyh@falmouthlumber.com Panp 1 /1 CS Beam20l9.t.2) 9-19-19 kmBeamEngine 2018.9.0.1' 2:OOpn1 Materials Datab=1575 1 of I Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:SBC Live Load: 40 PLF Deflection Criteria:'L/360 live,U240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 24.0 PLF Filename:Beam2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top a 0.09' 26 0.00" 12 0.00" 40 12 Live 2nd Floor Additional Uniform(PLF) Top a O.W1. 26 aw, 0 -.60- Live Interior Wall - Replacement Uniform(PSF) Top 0' 0.00" 26' 0.00" 17 OAO" 20 .10 Live Atfic 9 0 0 ® 17 0 0 i �. 2600 Bearings and Reactions Input- . Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall Steel 5.50(Y" WA .3270# -1511# 2 9 0.0w, Wall Steel 5.5W' WA 18516# — 3 26' 0.000" Wall Steel 3.500" NUA 7416# — Ma)amum Load Case Reactions used far appWv pw.bads(or tie bads)to can"mambas Live Dead 1 2838# 432# 2 124M 6033# 3 5043# 2372# Design spans. 8'7.376' 15 9.376' Product: W 8 x 24(50ksi) PASSES DESIGN-CHECKS Review gravity uplift reaction force of 1511lbs at bearing 1 and ensure that the structure canresist appropriately. Design assumes confimm s lateral tracing along the top chord Design assumes continuous lateral bracing along the bottom chord. Actal W idth 6.495". Actual Depth 7.93" Web Thickness 0.445" Allowable Stress Design - Actual Allpy able Capacity location Loading Positive Moment 25.72'W 57.4TW 44% 19.OT Even Spans D+L Negative Moment 28.2914 57.4TW 49% 9' Total Load D+L Shear 10.64W 38.86W 27% 9' Total Load D+L LL Deflection 0.3256" 0.5594" . U618 18.23' Even Spans L TL Deflection 0.4697' 0.8391" U428 18.23' Even Spans D+L Control:LL Deflection Al product runes are badaroks of ttwrespective omm Ca flW(Q 2018 by Smpsm Sbaxi-Te Canpany lrc.ALL RGHrS RESERVE11 "Passing is defined as when the manber,fborjoist,beam or gichr,shorn on ft drawing r eets applmw design caeria for Loads,Loading Ca tfitims,and Spans I'sted on ft street. The design nest be reviewed by a quaffied designer ordesign professional as mgraed for appwat TKs design assumes product I staration ecca drV to the ff dacbaef s seecifications. CS Beam2019.1.22 9-19-1 kmBeamEngm 9e2018.9.0.1 9-19-1 Materials Database 1.575 IofI Member Data Description: Member Type:Beam Application:Floor TDp Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:SBC Live Load: 40 PLF Deflection Criteria:'L/360 five,U240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 24.0 PLF Filename:Beam2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width _ Start End .Start End Category Replacement Uniform(PSF) Top" 0' 0.OU' 26 0.00" 12 0.00" 40 12 Live 2nd Floor Additional Uniform(PLF) Top a 0.00 26 0.W' 0 -.60 Live Interior Wall - Replacement Uniform(PSF) Top 0' 0.00" 26' 0.00" 12' 0.00" 20 - .10 Live Attic 9 0.0 17 0 0 2600 Bearings and Reactions Input . Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.009' Wall Steel 5.5w, WA .32701E -1511# 2 9 0.000" Wall Steel 5.5w, WA 18516# — 3 26' 0.000" Wall Steel 3.500" WA 7416# — Ma)amum Load Case Reactions L bed far appyig Point bads(or Ore loads)to canywV members Live Dead 1 2838# 432# 2 12483# 6033# 3 5043# 2372# Design spans 8'7.376' 16 9.376' Product: W 8 x 24(50ksi) PASSES DESIGN CHECKS Review gravity uplift reaction force of 1511lbs at bearing 1 and ensure that the structure can resist appropriately. Design assumes continuous lateral tracing along the top chord. Design assumes continuous lateral bracing along the bottom chord Actual Width 6.495". Actual Depth 7.93" Web Thickness 0.245" Allowable Stress Design - Actual A119mble Capacity Location goading Positive Moment 25.7ZW 57.47W 44% 19.07 Even Spans D+L Negative Moment 28.20'W 57.47k# 49% 9' _ Total Load D+L Shear 10.64W 38.86W 27% 9' Total Load D+L LL Deflection 0.3256' 0.55M' - U618 18.23' Even Spans L TL Deflection 0.4697' 0.8391 U428 18.23' Even Spans D+L Control:LL Deflection Ar pmdet names ae trademarks of ftw respedwo owners Cq*ig6(C)201B by Sirpsm Sbang-Tie Company Inc.ALL RIGHTS RESERVER "Passing 6 defined as when ite member,tbarioist,beam or ,ghl r,shaven on th's drawing meets appicabla design crderiafor Loads,Loafing Condliors,and Spare Isted m ft sheet The design nest be mviewRd by grafied designer or design professb-d as regdmd for appmvat This design assures product irstalah'm according to the mamdacbm's seecificlabons. 21"V K i L W- MEMBER REPORT PASSED Level, Floor: Drop Beam 4 piece(s)13/4"x 91/2"2.0E Microllam@ LVL Overall Length:26 . M � t 31 4 /1 '=s- �5'�s�,'.�Xrfr�'c ._ .. _ aT'• .a a.�"... .x .hm _ , L 9' ' L V 6" 8'6" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Destgtr Resiults=M.. ,_ , AaI 19C2t10RA '4AQOWEd31 �testlit LDF LOdCORibatl011(PattErn},_ f� 3 System:Floor Member Reaction(Ibs) 25424 @ 9' - 31500(6.00") Passed(81%) — 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 3016 @ 7'11 1/2" 12635 Passed(24%) 1.00 1.0 D+1.0 L(Adj Spans) Building code:IBC 2015 Moment(Ft-Ibs) -5778 @ V' 23550 Passed(25%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:Aso Live Load Defl.(in) 0.056 @ 4'5 1/8" 0.293 Passed(L/999+) — 1.0 D+1,0 L(Alt Spans) Total Load Defl.(in) 0.077 @ 4'4 7/16"' 0 4440 Passed(L/999+) — 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 26 o/c unless detailed otherwise.,, •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 26'o/c unless detailed otherwise. •Member should be side-loaded from both sides of the member or braced tb prevent rotation. ` • 3 �y -f "�, arlllg'.0Cpg11 Y'i,eeafi .rstA8d4'"'Lv S11P1 ���bs)r:.x xiaT �' r.nt„nw tt kY`„ .. r rx ,r lfv rr x F tie h� r y Suppolrts ,,. �,r z n 1ot21 t Mvaifabie Regitiretl bead AlborLWa l,T 11e,.Aecessorlest e . , . r ik 1-Pocket in masonry-concrete 4.00' 4.00" 1.50" 850 19851-193 2193 None 2-Column Cap-steel 6.00° 6.00° 4.84" 7949 17475 25424 Blocking 3-Column Cap-steel 6.00" 6.00" 1.50" 1436 4831 6267 Blocking 4-Pocket in.masonry-concrete 2491/- 4.00" 4.00° 1.501 586 1905/-213 213 None •Blocking Panels are assumed to carry no loads applied directly above them and the full loads applied to the member.being designed: TLoads a r s '�`• d st+s h.'sxr �.- r r r - �.+ .e s r�k fn�� � a atvf rizs tT) dy ributaryWidth 0-Self Weight(PLF) 0 to 26' N/A 19.4 1-Uniform(PSF) 0 to 26'(Top) 12' 12.0 First Floor 2-Point(lb) 9'(Top) N/A 6033 12483 from rand Fl. Bm. 3-Uniform(PLF) 0 to 9'(Top) N/A 60.0 - First H.Int.Wail •..FC iya`". 5 di, f .y 1 4Cw l '4=« J' S-.d� Y Jl { ya-" u P Y' i£(bW! S. fi ry `'£ f r h M r x,;r. „,� A.S:�sw7.aa,�.�^.7X+.;✓_._._'.4n_.z �..�.,T.�. .r,�-,7.,rw:a•.sc,.,-..,.. Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation is compatible with the overall projecL Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports FSR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by ForteWEB Software Operator SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB software operator Sob Notes 9/23/2019 11:53:56 AM UTC Andy Hall Falmouth Lumber ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 (508)548-6868 andyh@faimouthmmber.com File Name: 24x26 house Panp 1 / 1 j tREScheck Software Version,4.6.5 ' Compliance Ce,rtificate . -., . { Project New Construction Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition„Energy Efficiency Location: Cotuit, Massachusetts Construction Type: Single-family ' J Project Type: New Construction Conditioned Floor Area: 1,250 ft2 Glazing Area 11% ,x a p s Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: �, y Construction Site: Owner/Agent: Designer/Contractor. 1597 Santuit Newton Rd. R j K Carpentry Cotuit,MA 02635 1 P.O. Box796 Teaticket,MA 02536 Compliance: 1.1%Better Than Code Maximum UA: 179, Your UA:'177 • t The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Ei Envelme Assemblies Ceiling 1: Flat Ceiling or Scissor Truss a 625, 38.0 0.0 0.030 19 Wall 1:Wood Frame, 16"D.C. 1,550 21.0,-- 0.0 0.057 , 77 . Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E. r`724 �. ` : , : '0300 `37 Door 1:Solid _ 40 0.276; 11 Door 2: Glass a•40 0.300 12 w e Floor 1:All-Wood joist/Truss:Over Unconditioned Space . 625 30.0. 0.0 0.033 21 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 780 CMR 51.00: Massachusetts Residential Code,9th Edition, Energy Efficiency requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title } Signature U Date s Project Title: New Construction Report date:H 12/03/19 Data filename: Untitled.rck Page 1 of10 A* 'R Scheck Software Version 4.6.5 Inspection Checklist Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table„a reference to that table is provided. � _aw_ _ - >. y SectionI, p. 77 plans Verified i Field Verified { Comments/Assum tions.# i Pre-Ins ection/Plan}Review t Ij^ Com hes? -Req.1D p Value '. Value P P 103.1, Construction drawings and :.; , { >;�r5 *,`«; � ;❑Complies 103.2 documentation demonstrate 4::�,.4 -'❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal 't Y; �� 9 * ,i'❑Not Observable envelope represented on r k Y" ❑Not Applicable i construction documents. 103.1, Construction drawings and ,: ;..6,'JOComplies ; 103.2, documentation demonstrate `': Not _ ❑Does 403.7 energy code compliance for [PR3]1 'lighting and mechanical systems t x,, r❑Not Observable i 'Systems serving multiple rFAr r ,{ 'V°❑Not Applicable i dwelling units must demonstrate compliance with the IECC {� Commercial Provisions. , 302.1, Heatingand cooling equipment is' Heating: 'Heating: `❑Complies 99� P 403.7 sized per ACCA Manual S based Btu/hr Btu/hr Oboes Not i [PR2]2 on loads calculated per ACCA Cooling: Cooling: A i Manual J or other methods ❑Not Observable Btu/hr Btu/hr approved by the code official. ;❑Not Applicable I 103.1 Solar-Ready Roof: New detached :,❑Complies [PR4]1 one-and two-family dwellings, ?yEk � �R' h" `_ t ' ❑Does Not and multiple single-family dwellings(townhouses)with>_ Z "fir r K?•❑Not Observable 600 ft2(55.74 m2)of roof area ti s � ,�, ;a ¢`" `y '.'❑Not Applicable oriented between 110 degrees and 270 degrees of true north -} rr�, comply with sections AU103.2 a , „ ; r,, through AU103.8 (RB103.2 through RB103.8)• Additional Comments/Assumptions: �1 iHigh Impact(Tier 1) �2Medium Impact(Tier 2) 1.3=jLow Impact(Tier 3) Project Title: New Construction Report date: 12/03/19 Data filename: Untitled.rck Page 2 of10 Section "# j Foundation Inspection + _'' 'Complies F Comments/Assumptions _ &Req.lD 303.2.1 A protective covering is installed to ❑Complies [F011]z protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable" ❑Not Applicable i 403.9 `Snow-and ice-melting system controls ❑Complies [FO12]2 installed. '❑Does Not .❑Not Observable' ❑Not Applicable 7 Additional Comments/Assumptions: t _ i ' l - Y !1High Impact(Tier 1) 2 Medium Impact(Tier 2) j 3,-Low Impact(Tier 3) ' Project Title: New Construction Report date: 12/03/19 Data filename: Untitled.rck Page 3 of10 Section n. :• ,^ Plans Verified Field Verifoed •Comphes.. Camments/Assum tions # framing!Rough-In Inspection Value '"�" Value p & Re AD 303.1.3 U-factors of fenestration products ❑Comp lies t +n Z [FR4]1 are determined in accordance �+ kw' + * ` x ❑Does Not with the NFRC test procedure or `fi ��<sf,- aOW IE taken from the default table. w�[]Not Observable ..- >« ❑Not Applicable , 402.1.1, GlazingU-factor(area-weighted U U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not :table for values. 402.3.3, 402.5 _ UNot Observable [FR211 :[]Not Applicable �402.1.1, Glazing SHGC value(area- SHGC: SHGC: ;❑Complies ;See the Envelope Assemblies (402.3.2, weighted average). ❑Does Not .table for values. 402.3.3, 1402.5 []Not Observable ; [FR311 ;❑Not Applicable 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 i ❑Does Not ;table for values: [FR111 []Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier x z a. k S �'_'❑Com lies [FR23] installed per manufacturer's p 1 u'--`]Does Not instructions. ❑Not Observable • "* r nY: � k-•}❑Not Applicable 402.4.3 Fenestration that is not site built : ` ° . ``d f,� k';'�'❑Complies _ [FR20]1 is listed and labeled as meeting i[IDoes Not AAMA/WDMA/CSA 101/I.S.2/A440 K x, ' ,� '^ 'a * or has infiltration rates per NFRC " � [:]Not Observable' Y , 400 that do not exceed code `"r I " � "�" i E]Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures`" ❑Complies [FR16]2 sealed at housing/interior finish ,M1 r° `r` � '-''❑Does Not -and labeled to indicate 152.0 cfm ' ❑Not Observable 'leakage at 75 Pa. � - s a"❑Not Applicable _ 403.3.1 Supply and return ducts in attics x ; �w +fi❑Complies [FR12]1 insulated>= R-8 where duct is Y: ~* i �* r,,❑Does Not ,�. >= 3 inches in diameter and>_ Kn s � R-6 where < 3 inches. Supply and',e,� ,'-a[]Not Observable return ducts in other portions of `41, "4a VL ❑Not Applicable the building insulated >= R-6 for " z �t �� Z*' diameter>= 3 inches and R-4.2 for<3 inches in diameter. , . =r_ � x•.. M 4033 5 F Building cavities are not used as ' "� sc .Ux 1' air Complies li . r �t p es } FR15 a ducts or plenums. �� 6 t iv r `tt';'� �' []Does Not aj� «.rya ,r ,ca Ya- � r `;❑Not Observable M ,40Not Applicable 403.4 HVAC piping conveying fluids R- -R Y ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to;--R- , 3 ❑Not Observable ❑Not Applicable ; 1403.4.1 Protection of insulation on HVAC �; * t„ ' a❑Complies _'[FR2411 piping. r3 ❑Does Not, s? Fy4 a kst",S t Wit✓s • ❑Not Observable ❑Not Applicable i 1 jH[gh Impact(Tier 1) 3 Medium Impact(Tier 2) ��w3;;jLow Impact(Tier 3) Project Title: New Construction Report date: 12/03/19 Data filename: Untitled.rck Page 4 of10 Section ;t . Plans Verified 'Field Verified Y # Framing/Rough-in lnspectionj - I Complies % :Comments/Assumptions ` Value" Value &'Re�ID 1 �. ... i403.5.3 Hot water pipes are insulated to R- ' R- ❑Complies [FR18)2 zR-3. []Does Not ❑Not Observable ❑Not Applicable TM _._ 1403.6 Each dwelling unit of a residential �a wL w❑complies [FR19]2 building provided with #F * `� ELM� 44 " ❑Does Not _ € continuously operating exhaust, w I supply or balanced mechanical � �.�; ❑Not Observable 4 ventilation that has been site s r- W,❑Not Applicable 1 ;verified to meet a minimum I airflow per Section N1103.6. Additional Comments/Assumptions: r 1 jHigh Impact(Tier 1) 2 J Medium Impact(Tier 2) T3"FNLow Impact(Tier 3) Project Title: New Construction Report date: 12/03/19 Data filename: Untitled.rck Page 5 of10 Section # Insulation Inspection' Plans Verified aF�elt!Verified p Value:- Value Comphes� Comments/Assumptions & ,ems M ;t '❑Com lies 303.1 All installed insulation is labeled � 2e��^ [IN13]2or the installed R-values _ ❑Does Not provided. � "� _�# �gav;`�'+ Not Observable } ' a❑Not Applicable 303.2 «Wall insulation is installed per �•r •r" **'" rr= y❑Complies [IN4]1 manufacturer's instructions. :'❑Does Not y t - ,❑Not Observable ? &W, n[]Not Applicable 303.2, Floor insulation installed per `"�'❑Com lies P• 402.2.7 manufacturer's instructions and s a�r,� ❑Does Not E " + [IN2]1 in substantial contact with the � E • underside of the subfloor,or floor s ❑Not Observable Y » ❑Not Applicable framing cavity insulation is in ,,,,, - . �` contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing I .K members. 402.1.1, Wall insulation R-value. If this is a; R- R- ❑Complies 'See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the .❑ Wood Wood []Does Not table for values. 402.2.6 :wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass Mass ❑Not Observable I requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 402.1.1, Floor insulation R-value. R- a R- = t❑Complies See the Envelope Assemblies 402.2.E s . table for values. ❑ Wood ❑ Wood ❑Does Not [IN1]1 ?❑ Steel '❑ Steel '[]Not Observable' ' y ❑Not Applicable ' Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3_FLow Impact(Tier 3) j Project Title: New Construction Report date: 12/03/19 Data filename: Untitled.rck Page 6 of10 f Section :fi• � _ r. :. .. w. .,, ,, �; ;�< � ,;.'�. Plans Verified Feld Verified' # Final Inspection Provisions alu Value Compile! s Comments/Assumptions VeF 1 303.1.1.1,.Ceiling insulation installed per �� � t Fg' �❑Complies ~� 303.2 manufacturer's instructions. ❑Does Not [F1211 Blown insulation marked every 300 ft2. 3 «* ❑Not Observable ❑Not Applicable ; 3033'� 1 Manufacturer manuals for � � ❑Complies [17I18]3 �mechanical and water heating vc atri X µ'me -❑Does Not " systems have been provided. s x x s ,,,❑Not Observable ❑Not Applicable i 401.3 'Compliance certificate posted. s s caw , Y•'❑Complies [FI7]2 t❑Does Not iP �' -;[]Not Observable • �; x ❑Not Applicable 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1. ;❑ Wood :❑ Wood i❑Does Not ;table for values.. 402.2.2, 402.2.E [:],Steel Steel ❑Not Observable" [Fill' ❑Not Applicable } 402 2.3 �:Vented attics with air permeable * � ` r •4 y❑Complies i F122 2 insulation include baffle adjacent °�^ *" � �� ` [ ] 1 .,. � r N� ❑Does Not to soffit and eave vents that ❑Not Observable 4 :extends over insulation. �• ,. x s' 3; ❑Not Applicable {402.2.4 ;Attic access hatch and door R- R ❑Complies [9311 insulation>_R-value of the ;❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 .Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = [ Complies [FI1711 ach in Climate Zones 1-2,and ,[]Does Not - <=3 ach in Climate Zones 3-8. `0Not Observable ; ❑Not Applicable 403.1.1 Programmable thermostats �-3 A ❑Complies ' [FI9]2 installed for control of primary ❑Does Not '.heating and cooling systems and '>E]Not Observable initially set by manufacturer to ❑Not Applicable ' code specifications. r ;° �: 403.1.2 Heat pump thermostat installed - -41[]Complies [FI10]2 on heat pumps. a ��� � ,- ' o � ❑Does Not r `• �x �«^a ' € a,[]Not Observable ' XR ^ ; ='�❑Not Applicable 403.2 Hot water boilers supplying heat .' _A'3` � 6 a❑Complies [FI26]2 through one-or two-pipe heating LC 22 ."�a1 `❑Does Not � �� �» � x a �. systems have outdoor setback K a t -� control to lower boiler water toar; .. a6 ❑Not Observable " temperature based on outdoor '7 � �-^� ;❑Not Applicable temperature. c� 403.3.2.1 Air handler leakage designated ❑Complies I [FI2411 ;by manufacturer at<=2%of ❑ Does Not design air flows., , y4, , ❑Not Observable ; is t❑Not Applicable ;�,.�._ � ....•�fi���-,. �.:_�--��.�..,_.:. ; 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) ;3= Low Impact(Tier 3) Project Title: New Construction Report date: 12/03/19 Data filename: Untitled.rck Page 7 of10 Section : ( :- x z, xa� j - # ( Final Inspection Provisions ns Verified"'-i' Fie�ld-Ver�f�ed' Compl�es�t `Comments/Assumptions + &Req.ID( Pla Valuet � i *", Value ,. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 '❑Complies [F127]1 determine air leakage with ft2 ' ft2 �013oes Not either: Rough-in test:Total 1 leakage measured with a []Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of - test. Postconstruction test:Total `leakage measured with a pressure differential of 0.1 inch " w.g.across the entire system including the manufacturer's air handler enclosure. Post- x construction or rough-in testing and verification done by a HERS f Rater, HERS Rating Field t •Inspector,or an applicable BPI [ Certified Professional. 403.3.4 Duct tightness test result of<=4 ; cfm/100 ,' cfm/100 ;OComplies [FI4]1 cfm/100 ft2 across the system or ' ft2 _ ft2 ❑Does Not <=3 cfm/100 ft2 without air 'handler @ 25 Pa. For rough-in []Not Observable tests,verification may need to :[]Not Applicable occur during Framing Inspection �4O3.5.1 ;Circulating service hot water ❑Complies [FI11]2 systems have automatic or x "9 a -�❑Does Not accessible manual controls. ' :Z �� 5 []Not Observable ... ..Z❑Not Applicable . . ..403.5.1.1 Heated water circulation systems :- ' �❑Com plies [FI28]2 have a circulation pump.The ;,ElDoes Not system return pipe is a dedicated ri ' � „" return pipe or a cold water supply..-` " ,_ �„: fix'❑Not Observable i pipe.Gravity and thermos- � o� + ONot Applicable syphon circulation systems are tF .not present.Controls for ` �� -� �• r ( !S circulating hot waters stem pumps start the pump with signal, Y> t * I for hot water demand within the ,occupancy.Controls ems, .Sx' I -automatically turn off the pump when water is in circulation loop { «t X� a 4 is at set-point temperature and „'^ no demand for hot water exists. �Fl .5.1.2 .Electric heat trace systems ❑Complies 9]2 comply with IEEE 515.1 or UL1 ." ,, ❑Does Not O ,515.Controls automatically �,; hj F ; j ;adjust the energyinput to then Not Observable heat tracing to maintain the EINot Applicable :desired water temperature in the ` piping. .: y �. j 403.5.2 Water distribution systems that }. ❑Complies ' [F130]2 have recirculation pumps that ti ;� � i �` ". ';❑Does Not I pump water from a heated water M � * k ;I? ',," ' !!! 'supply pipe back to the heated ° tea � " ❑Not Observable ; j water source through a cold � I , ` , � ?❑Not Applicable (j h M!; 4 water supply pipe have a "' f " demand recirculation water system. Pumps have controls � x ` i !that manage operation of the t pump and limit the temperature of the water entering the cold water piping to-1042F. 1(High Impact(Tier 1) 2 Medium Impact(Tier 2� ) (3`:Low Impact(Tier 3)•W Project Title: New Construction Report date: 12 03 19 Data filename: Untitled.rck Page 8 of10 L Section l Plans Verified Field.Verified- I # final Inspection Provisions „_ ` ComphesK r� wComments/Assumptions _& Req.ID Value Value a �Y� __ '• 403.5.4 Drain water heat recovery units t d` ❑Compliesry i[FI31]2 tested in accordance with CSA ?;" �f ` ' u,-❑ .}.,� Does Not B55.1.Potable water-side �^' * ❑Not Observable pressure loss of drain water heat recovery units < 3 psi for �r: �* '' .❑Not Applicable ; individual units connected to one 'or two showers. Potable water- side pressure loss of drain water :311%1 heat recovery units<2 psi for individual units connected to �� three or more showers. - n 403.6.1 'All mechanical ventilations stem A .,w a y 3r � . �w❑Complies [F12512 fans not part of tested and listed „� V �x ❑Does Not HVAC equipment meet efficacy n`❑ 'and airflow limits. k ,, ^^ � , Not Observable �' w. ❑Not Applicable 3 6 2 installed performance of the w", ;w, ,x '� ❑Complies �� � [FI32]3� mechanical ventilation system iZ ":*' �""� g�x°: Xi�15'� ❑Does Not tested and verified by a HERS �a. � � '❑Not Observable Rater, HERS Rating Field .,- - as . .. ,Inspector,or an applicable BPI s ;�"MNot Applicable Certified Professional,and °� r (measured using a flow hood,flow � � � � tr ._ grid,or other airflow measuring a, . r device in accordance with either RESNET Standard Chapter 8 or `r„!!:? ACCA Standard 5. �401,63 Ventilation devices and # '"^ ❑Complies p[FI33]3 "`equipment are tested and � � �"" �'� � e❑Does Not h w,�:331a. certified by Air Movement and Control Association Association "AMCA")or w^'- �" ° ❑Not Observable ( w r "a 3 z❑Not A licable ° ' Home Ventilating Institute PP ., ("HVI")and the certification label t=W is afixed to product.Where I 'multiple duct sizes and/or s^ - exterior hoods are standard options,the minimum size shall 5. y not be used. 403 4 6 :Sound ratings for fans used for 0.❑Complies [Ft34]3 whole building ventilation are t ❑Does Not rated at a maximum of one Bone. p `s i . . ❑Not Observable a !-'[]Not Applicable 403 6 5 Owner and the occupant of the F ❑Complies r[FI35]3 dwelling unit provided with Does Not b. (� �r „information on the ventilation " design and systems installed, " -`- ]Not Observable ��. .. a.,k �., including instructions on the " �- � - PP # _ ❑Not Applicable proper operation and �� >'43 - . maintenance of the ventilation ; systems.Ventilation controls shall be labeled with regard to � � �'�..�. ...a,� -7 _ their function. z, r 1 High Impact(Tier 1) 12 iMedium Impact(Tier 2) i-ILow Impact(Tier 3) Project Title: New Construction Report date: 12/03/19 Data filename: Untitled.rck Page 9 of10 Section 1 Plans Verified* Field Verified # ( Final Inspection Provisions w Complies?,,� Comments/Assumpti®ns- I (( VaWe:R Value I&Req.ID <> °° 4,M' .403.6.6 All ventilation air inlets are ❑Complies (FI36]3�m� unobstructed and located a ❑Does Not 1 minimum of 10 feet from other �° HL � � - '❑Not Observable , -�w A`ivent openings that constitute t^�` y � r fi known contamination sources. ,& $ � •�; , Fre❑Not Applicable I -s ^Outdoor forced air inlets are covered with rodent screens..A whole house mechanical ,. ..,e..[ Vie?'t...A+r'`�"se* e+ 5 ' "�?'"z`w'•�"k^y+:'�'i ..,.,,ventilation system does not � r t , kT extract air from an unconditioned abasement unless approved by a s registered design professional. f Ys y Where wall inlet or exhaust vents -e is� �'_' I are< 7 feet above finished grade in the area of the venting an ;, , identification plate is � Y #rApermanently mounted to the '`� _ . ,�. ,- ,,,,,,,.,exterior of the building at a>= 8 ;feet above grade directly in line with the vent terminal. {404.1 '75%of lamps in permanent X "" ❑Complies [[FI611 fixtures or 75%of permanent' r .;a❑Does Not =fixtures have high efficacy lamps. aa' x `� x Does not apply to low-voltage "' w;« � � ; ❑Not Observable ! , 'lighting. 404 L 1 Fuel gas lighting systems have ` a"` ', ,❑Complies [F123] no continuous pilot light. `� �' ^`;k ❑Does Not �. a dry;. ' �" `i❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: { 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) ;,3 jLo p t(Tier 3)�� Project Title: New Construction Report date: 12/03/19 Data filename: Untitled.rck Page 10 of f - 780 CIVIR 51 ,00: NJMassachusetts Residential Code, -9th Edition, Energy Efficiency Energy Efficiency Certificate a a� Aa irx �•r, `� .a Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling /Roof 38.00.. Ductwork(unconditioned spaces): Window 0.30 Door 0.27 Heating System: Cooling • , Water Heater: Name: Date: Comments • Y i MEMBER REPORT PASSED Level, Floor: Drop Beam 4 piece(s)13/4"x 9 1/2"2.0E Microllam@ LVL Overall Length:26 T 0 -T"y�+ *r �,�,t �,�•n���xr�'��,� �"�;r ��)`'�ry�i��'s� �,���+�7{,��ti ��"T ���,��� b 9' I V 6" �e S� 8,6" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. DeSlgnResufts:,, Actual @ Lo'iation ,is AlloweA a Resulk', ,LDF Loadf Combination(Pattern)4 ? T ,p System Floor Member Reaction(Ibs) 25424 @ 9' 31500(6.00") Passed(81%) 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 3016 @ 7'11 1/2" 12635 Passed(24%) 1.00 1.0 D+1.0 L(Adj Spans) Building code:IBC 2015 Moment(Ft-Ibs) -5778 @ 9': 23550 Passed(25%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:Aso Live Load Defl.(in) 0.056 @ 4'5 1/8" 0.293 Passed(L/999+) - 1:0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.077 @ 4'4 7/16" 0.440 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 26'o/c unless detailed otherwise.., • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 26'o/c unless detailed otherwise. • Member should be side-loaded from both sides of the member or braced to prgvent rotation. `Su OTtS # C a d Total Availableca PP ReQred Dead Floor Live `Total Aeeessories? f "„_ 1-Pocket in masonry-concrete 4.00" 4.00" 1.50" 850 1985/-193 2193/ one 2-Column Cap-steel 6.00" 6.00" 4.84" 7949- 17475 25424 Blocking 3-Column Cap-steel 6.00" 6.00" 1.50" 1436 4831 6267 Blocking 4-Pocket in masonry-concrete 4.00" 4.00" 1.50" 586 1905/-213 2213 None •• •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Verdeal Loads fi,_ , 4ocatton(Srde)7,a Tributary Width (0 40) r t l oo)A y;Comments `, 0-Self Weight(PLF) 0 to 26' N/A 19.4 1-Uniform(PSF) 0 to 26'(fop) 12' 12.0 40.0 First Floor 2-Point(lb) 9'(Top) N/A 6033 12483 Loads from 2nd FI. 8m. 3-Uniform(PLF) 0 to 9'(Top) N/A 60,0 First Fl.Int,Wall s r* C. - a +�."%_" x s:.,.4r � r �*P� t a� r va ��L+uR+ a�r�k( y� 1_'R*T✓ z+ as u:' �v sr"j;�. r n. t �,K'nrl-,': Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support information have been provided by ForteWEB Software Operator A' • SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB Software Operator Job Notes 9/23/2019 11:53:56 AM UTC Andy Hall Falmouth Lumber ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 (508)548-6868 andyh@falmouthiumber.com File Name: 24x26 house Panp 1 / 1 CS Beam 2019.1.2.2 9-19-19 kmBeamEngine 2018.9.0.1 2:00pm Materials Database 1575 lofl Member Data Description: Member Type:Beam Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry ' Building Code:SBC Live Load: 40 PLF Deflection Criteria: L/360 live;L/240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 24.0 PLF Filename:Beam2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 26•0.00" 12' 0.00" 40 12 Live 2nd Floor Additional Uniform(PLF) Top 0' 0.00" 26' 0.00" 0 60 Live Interior Wall Replacement Uniform(PSF) Top 0' 0.00" 26' 0.00" 12' 0.00" 20 10 Live Attic f 900 1700 P Q) 2600 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 5.500" N/A 3270# -1511# 2 9' 0.000" Wall Steel 5.500" N/A 18516# — 3 26' 0.000" Wall Steel 3.500" N/A 7416# — Maximum Load Case Reactions Used for applyhg point bads(or fine bads)to carrying members 4 Live Dead 1 2838# 432# 2 12483# 6033# 3 5043# 2372# Design spans 8'7.375" 16'9.375" Product: W 8 x 24(50ksi) PASSES DESIGN CHECKS Review gravity uplift reaction force of 1511lbs at bearing 1 and ensure that the structure can resist appropriately. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 6.495" Actual Depth 7.93" Web Thickness 0.245" Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 25.774 57.47'4 44% 19.07' Even Spans D+L Negative Moment 28.20'4 57.47W 49% 9' Total Load D+L Shear 10.6414 38.864 27% 9' Total Load D+L LL Deflection 0.3256" 0.5594" U618 18.23' Even Spans L TL Deflection 0.4697" 0.8391" U428 18.23' Even Spans D+L Control: LL Deflection - AD product names are trademarks of their respective owners - Copyright(C)2018 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. ••Passhg is defined as when the member,floorpst,beam or gar,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans fisted on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer s specifications. Barbara M. LaFlam 20 Cook Road Southampton,MA 01073 Phone: (413) 527-4760 November 26, 2019 To Donald Desmarais Board of Health Town of Barnstable 367 Main Street Hyannis,MA 02601 This letter is to confirm that the house lot identified as 1597 Santuit-Newtown Road, Cotuit,Map 024, Parcel 008/000,was built by my parents, Bertha and Evert Bakert to provide a home for our family. This residential building contained a living room,kitchen,bathroom, and three bedrooms. Sincerely, `- Barbara M,LaFlam BML/bml TO/TO 39VJ ESLLLZSETP WOO ETOZ/TO/80 MEMBER REPORT PASSED Level, Floor: Drop Beam 4 piece(s)13/4"x 9 1/2"2.0E Microllam@ LVIL •a Overall Length:26 r..:...,-.,tea.. f. 4t E, .. .x, •, x.F., rf ,. �' ��.t�u?.h'd""r'jrn' :..�N4 .'c?i4'�t O ; r,r-f�'4� '. � (r r'.C. T'Pv" �1� w ,a., �'5 ! � rTM "�t�r"v. 9' 8'6+ 8'6" 4 o a o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. i. ,•s .� k { M a h. M ,,,� y. i .e,� ^ �,t i �,'o System:floor Design Results'' „ +}, ",% Actual @,Lontion l►ilowed I, , Result,, , a*r p ,LDFµ Load Combination{pattern) Member Reaction(Ibs) 25424 @ 9' 31500(6.00") Passed(81%) - 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(Ibs) 3016 @ 7'11 1/2" 12635 Passed(24%) 1.00 1,0 D+1.0 L(Adj Spans) Building Use:ResidentialBuilding Code:IBC 2015 Moment(Ft-Ibs) -5778 @ 9' 23550 Passed(25%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology;Aso Live Load Defl.(in) 0.056 @ 4'5 1/8" 0.293 Passed(L/999+) 1.0 D+11.0 L(Alt Spans) Total Load Defl.(in) 0.077 @ 4'4 7/16" 0.440 1 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) • Deflection-criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 26'o/c unless detailed otherwise.:, • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 26'o/c unless detailed otherwise. • Member should be side-loaded from both sides of the member or braced to prevent rotation. - 4 9th y Loads to SupIbS) n a t ports( r Supports�,�,x�._ ,,#,� y s,,; r ,Total„ �Availabte Required � Dead���aPloorLive Total �r ,a �„�rwa 1 Pocket in masonry-concrete 4.00 4.00" 1.501, 850 1985/-193 2893/ None 2-Column Cap-steel 6.00" 6.00" 4.84" 7949 17475 25424 Blocking 3-Column Cap-steel 6.00" 6.00" 1.50" 1436 4831 6267 Blocking 4-Pocket in masonry-concrete 4.00" 4.00" 1.50" 586 1905/-213 2491/ None - 213 •Blocking Panels are assumed to carry no loads applied directly above them and the full load-is applied to the member.being designed: ww!V. Vertical Loads Y, :" Loeatron(Side).g Tributary Width (090) fax4{500) , „Comments ra 0-Self Weight(PLF) 0 to 26' N/A 19.4 1-Uniform(PSF) 0 to 26'(Top) 12' 12.0 40.0 First Floor 2-Point(lb) 9'(Top) N/A 6033 12483 Loads from rand FI. Bm. 3-Uniform(PLF) 0 to 9'(Top) N/A 60.0 First FI.Int.Wall W .a>. •'t fW ¢ '` �M ' s..r tY �• e) GFkYt t' x ?+�,{fit �, ;✓ 9j�' ' S3"Y WYSS e el haeU5el;NOteS s> �.d. _ .r� .. ;., e-,.7 <.,.._.. :+ . r.tse2. _... , . Ps:Rr �z fi..�o �� ,. "� �P. } a. Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current rode evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by ForteWEB Software Operator SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser ForteWEB Software Operator Sob Notes 9/23/2019 11:53:56 AM UTC Andy Hall Falmouth Lumber ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 (508)548-6868 File Name: 24x26 house andyh@falmouthlumber.com Pane 1 / 1 Town Clerk Sfamp ,�, TOWN OF BARNSTABLE ; � �TABLE I Planning & Dedelopntent Department 3t` Barnstable.Historical Commission www.town.barnstable.ma.us/historicalcommission I 19 Rd 28 A 9 .51 J NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application 2Full Demotion Partial Demolition Building Address: . 1S��L ��f��f-iUe.�✓-Fvu.�. Number' - Street 3 � Assessor's Map# -Assessor's Parcel# Village ZIP )) 11 Property Owner: ' �h '01'n � - � �d� Narde Phone# Property Owner Mailing Address(if different than building address) _ �� 60rg oas Property Owner e-mail address: r tic�Ge-V� C V'. l+✓iLt , {^'I Contractor/Agent: I ( I I Contractor/Agent Mailing Address: I C `l ` Contractor/Agent Contact Name and Phone# u t� �C✓'V`! r —7oC Natne Phone# T Contractor/Agent Contact e-mail address: k C;Ar GI/Yfp ✓h �, C v�i Demolition Proposed-please itemiie all chancres: ` eKK i 4 '1%. r in +A--C c v j41, I I �,f a Type of New Construction Proposed: . � .G vk i a b LA 1 Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance lwith Article 1, §112 Year built: 1,1 ! Additions Year Built: Is the Building listed on the Noonal Register of Historic Places or is the building located in a National Register District? No ❑ Yes Prope4 bwfi6r/A6eW Signature REVIEWED NOV 19 2019 BHC NOLD 2018.doc Town of Barnstable Historical Commission Logan, Erin From: Ryan Kerrigan <rjkcarpentry@gm ail.corn> Sent: Wednesday, October 23, 2019 11:06 AM To: Logan, Erin Subject: Ryan Kerrigan, 1597 Santuit-Newton rd narrative r Hello Erin, I have purchased the property at 1597 Santuit-Newton rd for the purposes of remodeling/building a new home.The home was purchased from Barbara Laflam and it was her parents that built the house in 1942.It seems that most of the existence of this house it was used as a rental property and approximately 20 years ago was left abandoned.The home is in very poor condition structurally as either animals and/or weather has saturated every potion of the home and for this reason we are seeking to tear down the existing structure and build new. Thank you, Ryan Kerrigan CAUTION:This email originated from outside of the Town of Barnstable!Do not click links,open attachments or reply, unless you recognize the sender's email address and know the content is safe! 1 ""� _ =� E A rn � -. �..r .. :,.n...j'.:. . _.. � �,4 E_ ' Q�� , �� a,^' : �� d�":� A �4� ,��. .. -� J ,t� jai.. ♦ � tom!.,=�e ,ram r , %� _- , �..: .. ... .. .L..... .. - 5:-. ,.•i - a �0 �:. "' .. is �Y�.:v "v�.s.�' _ a.•1^�.1 Y 1'st � - f J ♦. }� �F.. . � a l .t+ i IN op'. Mfg ,�, r ,�!' 1- �.�•t►' .I E,,. 1 - r.- e�� '" j r,�.i � �.'l►A t. ,�:�.'�a. _s .r �/.� � `' � ._{yam .# +w`L i d� a r al.-UK I t �` MEMBER REPORT PASSED Level, Floor: Drop Beam 4 piece(s)13/4"x 9 1/2"2.0E Microllam@ LVL vD Overall Length:26 x 0 �� �u� ���'��� 0 - d" y 'r,.r�? ";�'y`'".+4� rT � errnt " k- - cr e la±-Y.',- ` - ' 8 6" I 8 6" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. DeSignReSuItS :Actual @Location §g Allowed; ReSult • , ��anr._ LDF Load combination(Pattern), System:Floor Member Reaction(Ibs) 25424 @ 9' 31500(6.00") Passed(81%) 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 3016 @ 7'11 1/2" 12635 Passed(24%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Moment(Ft-Ibs) -5778 @ 9', 23550 Passed(25%) 1.00 1.0 D+1.0 L(Adj Spans) Design Methodology:ASD Live Load Defl.(in) 0.056 @ 4'5 1/8" 0.293 Passed(L/999+) 1.0 D+1,0 L(Alt Spans) Total Load Defl.(in) 0.077 @ 4'4 7/16" 0.440 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Tap compression edge must be braced at 26'o/c unless detailed otherwise.:, •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 26'o/c unless detailed otherwise.. • Member should be side-loaded from both sides of the member or braced to prevent rotation. g 1` 9th r t a a h° xk z r w Bearin en ,4 Loadst0 Sltpport�(ibS) a a ray' SUt� OttS r i xr `K Total':g Avallable� Re uireE "De d Fioorlive yTotale Accessories h, it 1-Pocket in masonry-concrete 4.00" 4.00" 1,50" 850 1985/-193 2193/ None 2-Column Cap-steel 6.00" 6.00" 4.84" 7949 17475 25424 Blocking EPockme ap-steel 6.00" 6.00" 1.50" 1436 4831 6267 Blocking masonry-concrete 4.00" 4.00" 1.50" 586 1905/-213 2293 None •• •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. ;Vertical Loads�-� „f Loeatyon(Side) � ., ry ath A�(o T+o)��t (1 00) -��, comments�, 0-Self Weight(PLF) 0 to 26' N/A 19.4 1-Uniform(PSF) 0 to 26'(Top) 12' 12.0 40.0 First Floor 2-Point(lb) 9'(Top) N/A 6033 12483 Loads from 2nd FI. Bm. 3-Uniform(PLF) 0 to 9'(Top) N/A 60.0 First Fl.Int.Wall ,serf We•erhaeUser.NOteS,:.+:uv- _,y:r;;a°.n-. .Y�."a;3"�` ?':a,.::.-� k-.a,:�„�,'t. uz.:s�fi'..�'',..;:4'me .��.6.+�•�:x. �' °r��::-�. ..�,;���r�t�*..�z�'�..' .��uY.�,c �.:.,xFr. ,+ ,.,<... Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to, www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support information have been provided by ForteWEB Software Operator f SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser FortewES software Operator Sob Notes 9/23/2019 11:53:56 AM UTC Andy Hall Falmouth Lumber ForteWEB v2.1,Engine:V7.3.2.309,Data:V7.2.0.2 (508)548-6868 andyh@falmouthlumber.com File Name: 24X26 house Panp 1 / 1 CS Beam 2019.1.2.2 9-19-19 krnBeamEn&i;2018.9.0.1 2:00pm NttenalsDaiabase 1575 ' loft Member Data Description: Member Type:Beam Application:.Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:SBC Live Load: 40 PLF Deflection Criteria: U360 live,U240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 24.0 PLF Filename:Beam2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 26' 0,00" 12' a6a, 40 12 = . Live 2nd Floor Additional Uniform(PLF) Top a 0.00 26' 0.00" 0 .60 Live Interior Wall Replacement Uniform(PSF) Top a 0.00" 26' 0.00" 12 0.00" 20 10 Live Attic t: f 900 1700 2600 Bearings and Reactions Input- . Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall Steel 5.500" N/A .3270# -1511# 2 9' 0.000" Wall Steel 5.500" N/A 18516# — 3 26 0.000" Wall Steel 3.500" N/A 7416# — Ma)dmum Load Case Reactions Used for applying point bads(or One loads)to cartyng members - Live Dead 1 2838# 432# 2 12483# 6033# , 3 5043# 2372# Design spans 8'7.376' 16 9.375' Product: W 8 x 24(50ksi) PASSES DESIGN CHECKS Review gravity uplift reaction force of 1511lbs at bearing land ensure that the structure can resist appropriately. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Actual Width 6.495" Actual Depth 7.93" Web Thickness 0.245" Allowable Stress Design - Actual Allpwable Capacity Location Loading Positive Moment 25.72'W 57.47'W 44% 19.07' Even Spans D+L Negative Moment 28.2914 57.47'W 49% 9' Total Load D+L Shear 10.644 38.86W 27% 9' Total Load D+L dio ILL Defle TL Deflen 0.3256" 0.5594" U618 18.23' Even Spans L dion 0.469T' 0.8391" U428 18.23' Even Spans D+L Control: LL Deflection AB product names are trademarks of their respective owners Copyright(C)2018 by Simpson Strong-Te Co npany Inc.ALL RIGHTS RESERVED. 'Tassixl's defned as when the r ember,fbor)ost,beam or gfd r,sham at this drawing meets applicable design criteria for toads,Loading Conditions,and Spans listed on this sheet The design must be reviewed by a quaffed designer or design professional as requied for approval This design assumes product installation according to the manufacturefs soecitications. oF�HE r Town of Barnstable qo Planning&Development Department Barnstable Historical Commission * BARNSTABLE, * 200 Main Street,Hyannis,Massachusetts 02601 9�A i6�9. 10�' (508)862-4787 Fax(508)862-4784 o� ��� tEp .t a erm.logangtown.barnstable.ma.us _or 80,45 . Commission Members Nancy Clark,Chair Nancy Shoemaker,Vice Chair. Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks Jack Kay,Alternate —4 CO o Z' DECISION w Summary: Demolition Delay Not Imposed Pursuant to Chapter 112 Historic Properties, Section 112-3 F Applicant/Property Owner: Kerrigan,Ryan J.Trustee Subject Property: 1597 Santuit-Newtown Road,Cotuit Assessor's Map/Parcel: 024/008/000 Hearing Date: November 19,2019 Cc); N ,.:. Pursuant to the Barnstable Historical Commission receiving your notice of intent on October 8, 2019 a�dial A. advertised and noticed public hearing was held on November 19,2019 to determine whether the si ific_antsactur identified as a single family structure on this property is a preferably preserved significant buil,ing and.ktuit the demolition delay would be imposed for the full demolition of this structure on the parcel addresse as 1597 Newtown Road,Cotuit. ' -Rl After review and consideration of public testimony, application and record file, the Commission by a unanimous vote, found that in accordance with Chapter 112F the full demolition of the single family structure is not a preferably . preserved significant building. In accordance with Chapter 112-3 F, the Commission determined, by a unanimous vote, that the full demolition of the single family structure would not be detrimental to the historical,cultural or architectural heritage or resources of the Town. This decision applies only to the demolition described.in the notice of intent submitted on October 28, 2019. No future demolition shall be permitted without application and approval from the Barnstable Historical Commission. Nanc air �� , Date cc: Brian Florence,Building Commissioner_ Ann Quirk,Town Clerk Planning&Development Department-Elizabeth Jenkins,Director;Paul Wackrow,Senior Planner_; Erin Logan,Administrative Assistant-200 Main Street,Hyannis,MA 02601 Barnstable Property Maps Page 1 of 1 i PROPERTY MAPS BARNSTABLE Tools Map Themes X + - ® 10T Initial View Pan Zoom In Zoom Out Bookmarks Historical Aerials Print Share Point Navigation Tasks Draw �� 02 01Y7 0240001 #1600 # 62r7 �O 024 06 #16 35 0240 tir #4507 r J. f >t _ ,024005, 24041003�' r� s '� 1938/43 April 2009 Historical ....._.__. -- --- ----._..--- _1 Aerials May 1968 100ft https://gis.townofbarnstable.us/Htm15Viewer/Index.htmI?viewer=propertym... 8/15/2017 Barnstable Property Maps Page 1 of 1 Tools Map Thernes X + — CD ® .. Initial View Pan Zoom In Zoom Out Bookmarks Historical Aerials Print Share Point Navigation Tasks Draw o La24C' #162 7 �o POO 02d #1635 '4 I 4 #4507 024034 �� i 024045 24041003 024035 ' #4556 #1645 _ #j166 ® 1938/43 April2009 Historical Aerials April 1989 100ft https://gis.townofbarnstable.us/Html5Viewer/Index.html?viewer=propertym... 8/15/2017 Barnstable Property Maps Page 1 of 1 BARNSTABLE PROPERTY MAPS 1,7 - - — Tools Map Thernes x + Initial View Pan Zoom In Zoom Out Bookmarks Historical Aerials Print Share Point Navigation Tasks Draw o2aoo7 32 #lsoo 024 s q #16 5 P 024044 #45 67� Of `. 024034, ' .ti is 02 0240-00 024 0 5 9 4 3 024035 ` #1645 #1666 ® 1938/43 April2009 Historical Aerials Apn, zoos 100ft https:Hgis.townofbarnstable.us/Html5 V iewer/Index.html?viewer=propertym... 8/15/2017 Barnstable Property Maps Page 1 of 1 I OWN • PROPERTY , • ' BARNSTABLE -- - Tools Map Themes x 6 4� + - ® D Initial View Pan Zoom In Zoom Out Bookmarks Historical Aerials Print Share Point Navigation Tasks Draw Y 02 017 # 627 0 024 6 #1 35 + ` '02404 ; 02d03d a 024005 � #4556 24 41 3 02d035 , #1645 #1666 ® 1938/43 April2009 Historical Aerials April 2008 100ft https://gis.townofbarnstable.us/Html5Viewer/Index.html?viewer=propertym... 8/15/2017 Barnstable Property Maps Page 1 of I i _ PROPERTY • rr MAPS 4 BARNSTABLE Tools Map Thernes X + - ® M Initial View Pan Zoom In Zoom Out Bookmarks Historical Aerials Print Share Point Navigation Tasks Draw I � e '1 �Q 02 017 2 024007, #1600 f: 024 6 r 2 IF 5 P� Y' .0240'4 f #4507 f - 1 = 2- '� 3 024005 24 41003 35 56 #1645 I_jn Y #i 666 1938/43 April 2009 Historical Aerials April 2009 100ft https:Hgis.townofbarnstable.us/Htm15 Viewer/Index.htmI?viewer=propertym... 8/15/2017 Official Website of The Town of Barnstable - Property Lookup Page 1 of 4 Select Language Assessing Division Property, Lookup Results - 2017 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<< APrint Friendly Owner Information-Map/Block/Lot:024/0081-Use Code:1010 Owner Owner Name as BAKER,ROBERT E&LAFLAM, Map/Block/Lot GIS MAPS of 1/1116 BARBARA M 024/008/ 20 COOK ROAD Property Address �1597 SANTUIT-NEWfOWN ROAD' SOUTHAMPTON,MA.01073 Co-Owner Name Village:Cotuit Multiple Owners Town Sewer At Address:No Name: BAKER,ROBERT E&LAFLAM, GIS Zoning Value:RF BARBARA M Name: LAFLAM,BARBARA Assessed Values 2017-Map/Block/Lot:024/008/-Use Code:1010 2017 Appraised Value 2017 Assessed ValuePast Comparisons Building $43,800 $43,800 Year Assessed Value Value: Extra $10,800 $10,800 2016-$167,100 Features: 2015-$157,800 a 2014-$158,400 2013-$158,400 Outbuildings:$0 $0 2012-$159,000 2011-$159,706 Land Value: $111,400 $111,400 2010-$159,700 2009 $203,300 2017 Totals $166,000 $166,000 2008-$211,600 2007-$176,000 Tax Information 2017--Map/Block/Lot:024/008/-Use Code:1010 Taxes Cotuit FD Tax(Residential) $375.16 Community Preservation Act Tax $47.51 Fiscal Year 2017 TAX RATES HERE T Town Tax(Residential) $1,583.64 $2,006.31 Sales History-Map/Block/Lot:024/008/-Use Code:1010 History: http://www.townofbamstable.us/Assessing/propertydisplayscreen 17.asp?ap... 8/15/2017 Official Website of The Town of Barnstable - Property Lookup Page 2 of 4 Owner: Sale Date Book/Page: Sale Price: BAKER,ROBERT E&LAFLAM,BARBARA M2013-03-14 27207/5 $126000 BAKER,ROBERT E ET AL 2011-12-29 25961/110 $0 BAKER,ROBERT E ET AL 2008-07-22 23056/197 $0 BAKER,ROBERT E ET AL 2005-05-01 #05P1633AD1 $0 Photos 024 1 008/-Use Code:1010 s Sketches-Map/Block/Lot:024 1 008/-Use Code:1010 4 Y AsBuilt Card N/A Constructions Details-Map/Block/Lot:024 1 008/-Use Code:1010 Building Details Land Building value $43 800 Bedrooms 3 Bedrooms USE CODE 1010 Replacement Cost $106,779 Bathrooms 1 Full-0 Half Lot Size(Acres) 0.5 Model Residential Total Rooms 5 Rooms Appraised $111,400 Value Style Cape Cod Heat Fuel Oil Assessed Value $ 111,400 Grade Average Heat Type Hot Water. Year Built 1942 AC Type None Effective 49 Interior Floors Hardwood depreciation Stories Interior Walls Drywall Living Area sglft 936 : Exterior Walls Wood Shingle Gross Area sq/ft 1,872 Roof Gable/Hip Structure Roof Cover Asph/F GIs/Cmp http://www.townofbamstable.us/Assessing/propertydisplayscreen 17.asp?ap... 8/15/2017 Official Website of The Town of Barnstable - Property Lookup Page 3 of 4 Outbuildings&Extra Features-Map/Block/Lot:024/008/-Use Code:1010 Code Description Units/SQ ft Appraised Value Assessed Value FPL2 Fireplace 1.5 1 $2,300 $2,300 stories BMT Basement- 624 $8,500 $8,500 Unfinished Sketch Legend Property Sketch Legend 132N Bam-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished)FUS Second Story Living Area SPE Pool Enclosure (Finished) BRN Bam GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story (Unfinished) FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUA Unfinished Utility Attic FHS Half Story(Finished) PRG Pergola UUS Full Upper 2nd.Story (Unfinished) FOP Open or Screened in Porch PRT Portico WDK Wood Deck PTO Patio Print Friendly Contact.- ._._..._ lActing Director Pamela Taylor P 508-862-4022 F 508-862-4722 �8:30a.m.to 4:30p.m. - 1 Public Records Ann Quirk Public Records Request I P 508-862-4022 367 Main Street !Hyannis,MA.02601 http://www.townofbamstable.us/Assessing/propertydisplayscreen 17.asp?ap... 8/15/2017 able Town Meeting Action on Zoning (and related) Articles I NG/Date ART s A/R/N SUBJECT lA-Adoyt-R--Relect•N=No aclionl . 3/74(cont'd.) Art. 144 R Add"Detached one family dwelling'.' to uses in Marine Bus. Dist. B in Barnstable Village. Art. 145 A Clarify setback in intensity regs for residence districts by adding "Front Yard" strike surplus notation on calculation of setback distance. Art. 146 A Amend Sec. J. to clarify application of front yard setback for corner lots in res. discs. Art. 147 A Amend Sec. L to clarify application of front yard setback for corner lots in non-res. dists. --Art. 148 R Require special permit for "small retail bus.-common to res.,dist 7 in Bus.= Ltd. C dists. Art. 149 R Require that Bd./Appeals be composed of 7 members, one from each precinct, and meet at.7:00 p.m. on 1st and 3rd Wednesdays of each month. Art. 150 R Appropriate. $20,000 to hire,a professional planner to assist the Planning Board and work with the Town Engineer. 7/31/74 Art. 12 A Change to Res. C-2 Dist. from Res. C,Dist.a 50A. area in Centerville for Carmelite Sisters Fernbrook.Nur sing and/or Retirement Home Art. 13 A Amend open space residential development provisions to eliminate multi- family units, condominiums and apartments, i.e. to restrict only to single- family dwellings. Art. 14 A Allow open space resid. development in Prect.6 Marstons Mills and part of Prect.2 West Barnstable (i.e. Danforth property) subject to special permi from Bd of Appeals. Art. 16 R Increase fine for zoning violation from $20 to $20 per day of offense. Art. 17 R Requirement of performance bond of $.4 /foot of frontage to insure against damage within street right-of-way in subdivisions until occupancy permit is granted. 75 1 4%1/75 Art. 137 R Amend wetlands regulation in Sec. 0 to apply to all ponds. 1 4/2/75 Art. 140 A Amend sign code to provide for special permit for over-sized, Arta 141 A Editorial change in Sec. U, the sign code. Art. 142 A Limit size of professional and home occupation signs in.Res.. C- 1 Dist. to 3 sq. ft. M 4/2/75 Art. 7 A Apply open.space residential development to area bounded westerly by Santuit-Newtown Rd., northerly and easterly by River Rd., and southerly by Rte. 28 in Cotuit and Marstons Mills. 18 1025040 010 024 039 009 023 038 , I {l� ;II 1, i III Sv fi .f ':� .� �6 ;,} ,� ;ems, � Vt` ♦>p �'-cb. €il:- � III �j i r w g ".iF F-..i,..., s.)':; f, ,mot v ;•,a a ,^e; ... k Y L&-�. .le,w f t:�:.Y , I b { `A } ....k.. , kr,._ r"d{,f ,,.,..�,� 3.�. !„ 'T• ",.> .-i:'. ;-' ,.,>. .:. -.. 0 .. .5't ,.:.�■ is♦ '�.' ,o, IX :i:� I ,... . ,. .s,�_" Y. ..z".`r �" ,"," 'k"t* '- ^,��f 44 a i•`x`• * `;�19. ,t ,i _ I r ( I.. j ,.,^-�.e—",K ., ten`' s..:,:� ..,.�:.F z ....5. >; ..♦ .,. .". .,,:, n ...;:. gg .^��° _ .�'> r II : t s , r < ,.- .: ,.. ,r. i ,,.. ,'a r. .,'..: .. ;". .....: M'C ,..... fN •.:> w.., ,.♦ }! �"-i*. t'+."�i .�.a..r.. j • ."'.�; - p. a ,. �,.. ... " � ._.„ .,.. __ ;xa. a,V -t �.r[""� .,.: ,. .r_, "'r ,.>?�, %i�ti+; k0,,.3s_ '! g 2 k I , 4s—t,is +E✓F'..nip.. 'U'a rr r•, ,_.: ,e3:,....e f .. " ».._.. . >. �.. i,.".at I�g :' fR }♦p >.`�.., I:I� g7 1 i V jF , ,, :. ..�,:�, �, ....,. Y , ♦Mf :-.,r- 'n �� .... .. ., ';." NT (^n:irp' �°Sx`,': �y'. -r : .: :.:edr ,-� }: }:i. ::#m ! , r ♦. _e W4• ""r7f �•yn jp ♦ y ?a .-?se.,. :s'- _. ,, a ..__' r.. _ ..Via•;.: ,..s.,..: $#'". .. +. _. .. ^; .".�a' {4' " r€ t .. ,,. a. :' s //�' ?? .. ,., ;':;J £.. ., ru■ i : � s.rp :':,.;,..... :.: .Ja.2 r■:'j k>� • gym.. ,..... ... 1 _� .. .,,_ , • .. £ .. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) Im A DATA 7 Assessor's map and lot number .. . U Sewage Permit number .............................................. ........... ?"ET°�� TOWN OF BARNSTABLE S BA"STULE, ""I. BUILDING INSPECTOR O,p�0 4AY tr APPLICATIONFOR PERMIT TO ............................................................................................................................. TYPEOF CONSTRUCTION ..................................................................................................................................... ................................................19........ 1 TO THE INSPECTOR OF BUILDINGS: They, undersigned hereby applies for a permit according to the following information: Location ....................................................................................................................................................................................... ProposedUse ............................................................................................................................................................................. Zoning District .....................................Fire District ............ ................................... .................................................................. Nameof Owner ......................................................................Address .................................................................................... Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exierior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ......................................................Approximate Cost .................................................................... Definitive Plan Approved by Planning Board _______________________________19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................................................................................. Baker, Ralph T " 7 ./ 17656 remodel barn No ................. Permit for ............. to Gift Shop ............................................................................... Location Newtown Road & Route 28 Santuit ............................................................................... Owner R.a.1Ai Baker ............... . ...... ........ ............................. frame Type of Construction .......................................... ................................................................................ Plot ............................ L/ot ................................ Permit Granted April 24 19 75 Date of Inspection .............................19 Date Completed ........... .................19 PERMIT REFUSED ................................... ........:........ 19 ............................................................................... ...... .� ........................... .............. Approved ..,.:........................................... 1 ............................................................................... ............................................................................... r , RESIDENTIAL PROPERTY MAP NO. LOT NO. 1597 FIRE DISTRICT SUMMARY STREET Newtown Rd. Santuit+ e 73 LAND 3-70 0 o a C BLDGS. OWNER f TOTAL /7 9 J O LAND RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: BLDGS. a)r Evert L. (:&i Berth 1/1.7/42 589 40 B TOTAL — - Qa LAND o E�GT 73AKE�C G�Gfl�t7iga BLDGS. TOTAL COa,A/T /fq/. iYo bo a-I#o9ml0 ro A),MA, ' a O/073 LAND (3) BLDGS. TOTAL — LAND BLDGS. 0) TOTAL LAND BLDGS. TOTAL LAND BLDGS. TOTAL LAND INTERIOR INSPECTED: n BLDGS. 1 TOTAL DATE: 3—3c�- 7,� .1 l ✓- ._.Qr. 1 i. •.. t,-C', s� LAND ACREAGE COMPUTATIONS BLDGS. LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE TOTAL OUSE LOT 7 i S O J G O �� J o O LAND LEARED FRONT BLDGS. REAR TOTAL GODS&SPROUT FRONT LAND REAR BLDGS. ASTE FRONT TOTAL REAR LAND BLDGS. TOTAL LAND s, JL BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND /d ROUGH TOWN WATER O BLDGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND SWAMPY NO RD. „� BLDGS. >_.,.K..:. ... . . . v LAND COST' no..Wdb Fin.Bsmt.Area Bath Room Base 1 7. Q i" 0BLDG. COST nil.elk.Walt Bsmt. Roc.Room St.Shower Bath Bsmt PURCH. DATE .Slab Bsmt.Garoge St. Shower Ext. Walls PURCH. PRICE . .. Eck Walls Attic Fl.&Stairs Toilet Room Roof RENT me Walls Fin.Attic � Two Fixt. Bath Floors • Irs INTERIOR FINISH Lavatory Extra tlt. F 1 2 3 Sink, r�l WJ // . / 'h1/s Plaster Water Clo. Extra Attic 7 70 ., , CXTERIOR WALLS Knotty Pine Water Only ible Siding Plywood No Plumbing Bsmt.Fin. gle Siding Plasterboard Int. Fin. *pp.Shingles TILING 9.,Q . c. Blk. G F P Bath FI. Heat 4 8•�� . e Brit.On Int.Layout Bath FI.&Wains. Auto Ht.Unit Veneer Int.Cond. Bath FI. &Walls Fireplace I.Brk.On HEATING Toilet Rm.FI. Plumbing d Com.Brk. Hot Air Toilet Rm.FI.&Wains. a� Tiling Steam Toilet Rm.FI.&Walls nket ins. Not Water St. Shower pZ6 Tub Area Total f Ins. i� Air Cond. • Floor Furn. ROOFING zo it1 COMPUTATIONS h.Shingle Pipsless Furn. S.F. // / ', . )d Shingle No Heat S.F. s.Shingle Oil Burner S.F. to Coal Stoker S.F. i Gas S F OUTBUILDINGS ROOF TYPE Electric S.F. 1 2 3 14 5 1 6 1 7 81 9 1 101 1 2 3 1 4 5 6 7 1 81 9 110 MEASURED de Flat Mansard FIREPLACES S.F. Pier Found. Floor nbrel Fireplace Stack * Wall Found. 0.H.Door LISTED FLOORS Fireplace Sills.Sdg. Roll Roofing u. LIGHTING Dble.Sdg. Shingle Roof r� DATE th No Elect. _ Shingle Walls Plumbing e Awood ROOMS Cement Blk. Electric 3 CE )h.Tile Bsmt. 1st TOTAL /(o / 3 Brick Int.Finish ICED igle 2nd 3rd FACTOR 8 U C/ LI-L ./� REPLACEMENT OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL.. Ph7y.De^p. PHYS. VALUE Funct.Dep• ACTUAL VAL. - - VLG. Z O 1 ' 2 3 4 5 6 7 6 9 O TOTAL COMMERCIAL PROPERTY IAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET Newtown Rd. Santuit C LAND 24 7 � BLDGS. 3 O n OWNER TOTAL C 76 LAND [?� RECORD OF TRANSFER DATE BK PG I.R.S. REMARKS: �`/ BLDGS. ph O ker, Ralph & Baker, Everet L. prob. 39242 � TOTAL /4 '��v LAND ��i�louiH HI/�. �— CJDr 2�r r1 Ui�i� ZG a� BLDGS. — TOTAL LAND BLDGS. TOTAL LAND BLDGS. TOTAL cc"" 77 ,/77 - LAND pA,,R /7ssErsn����yl- scE voice c,4rc t.'=' rn BLDGS. 4Zig7 7 TOTAL LAND BLDGS. OI TOTAL LAND TERIOR INSPECTED: BLDGS. TOTAL ATE: �' l; ` i LAND ACREAGE COMPUTATIONS- BLDGS. LAND TYPE # OF ACRES PRICE TOTAL DEPR. VALUE ^ TOTAL SE LOT 7/ o ''D Z 5 d VZ 7 7SD 51 O D D LAND RED FRONT BLDGS. REAR �- TOTAL Ali irDS&SPROUT FRONT U LAND REAR BLDGS. TE FRONT TOTAL REAR LAND BLDGS. TOTAL LAND m BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL ONT DEPTH STREET PRICE DEPTH q5 FRONT FT.PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGH GRAVEL RD. TOTAL LOW DIRT RD. LAND SWAMPY NO RD. rn BLDGS. �.� I/LIIVIo 6, 0 uUILUIIVIa —QIvlklUTATION CRETE WALLS v LATH & PLASTER BATH RM. FL. & WAINS. U S. F. ENT BLK. WALLS COMPO. BOARD TOILET RM. FL: & WAINS. S. F. CK WALLS ACOUSTICAL BATH ROOM FLR. S. F. .1 NE WALLS TOILET ROOM FLR. S. F. INTERIOR FINISH S. F. iBASEMENT AREA LATH & PLASTER MISCELLANEOUS S. F. FULL DRYWALL FIREPROOF CONSTR. S. F. EXTERIOR WALLS WALLBOARD MILL CONSTRUCTION S. F. ID COM. BRICK UNFIN. INT. FIRE RESISTING A. BR. ON C. B. (fly II STEEL FRAME E BR. ON COM. SR. PARTITIONS STEEL BEAMS & COLS. E BR. ON C. B. LATH AND PLASTER TIMBER BEAMS & COLS. E BR. VEN. DRYWALL STEEL TRUSSES �¢ ENT OR CINDER BILK BRICK ..�Z 4. CONCRETE C. BILK. SPRINKLER SYST. 2 0 STONE FACING / ` w >,� TR PASSENGER ELEV. E OR T. C. TRIM HEATING FREIGHT ELEV. 3 D CO ON STEAM INCINERATOR NG OR SHINGLES HOT WATER FIREPLACES WALLS HOT AIR CHIMNEYS E GLASS FRONT GAS OIL BURNER STEEL FRAME SASH ROOFING FAIRCONO. TOKER WOOD FRAME SASH // REPLACEMENT VALUE L � POSITION OR T. & G. TING RENTAL CAPITALIZATION LOCATION kL ND.—REFRIG. LAND GOOD FAIR POOR 'D DECK —WATER VACANCY LISTER DATE 4L DECK HEATING — WIRING WATER � 7�?C� FLOORS FLEXLUME OR EQUAL ELECTRICITY OCCUPANCY DETAIL & INCOME B 1ST 2ND 3RD PIPE CONDUIT JANITOR RETE E MANAGEMENT H PLUMBING BATH ROOMS TOTAL FLAT EXPENSES WOOD TOILET ROOMS LE FL. WATER CLOSET EXTRA GROSS ANNUAL INCOME TILE LAVATORY EXTRA LESS FLAT EXPENSES AllO SINK EXTRA BALANCE FOR CAP. D JOIST URINALS CAP RATE. L JOIST NO PLUMBING REFLECTED CAP. VALUE CONC. —- -- OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. TOTAL Property Location: 1597 SANTUIT-NEWTOWN RD MAP ID: 024/008/ Vision ID: 1297 Other ID: Bldg#: 1 Card 1 of 1 Print Date:01/19/2000 CURRENT OWNER TOPO , mUTIIITIES,I STRT.. /RQAD LOCH-TION CURRENTASSESSMEIVT BAKER,EVERT L 2 ublic Wate Description Code Appraised Value Assessed Value C/O R BAKER 4 IGas avcd RESLAND 1010 30,000 30,000 801 COUNTY RD NO. Peptic ESIDNTL 1010 34,90 34,90 OUTHAMPTON,MA 01073 E DATA-Barnstable, 'SUPPLEMENTAL Df1TA ,_..,�'. : ccount# 12248 Plan Ref. Tax Dist. 200 Land Ct# er.Prop. #SR Life Estate VISION DL 1 Notes: . DL 2 GIS ID: Tot. 64,90 64,90 T_ _ .. . RECORD.UFO_WNERSHIP_.. BK=V B"TAG_E_ SALE DATE Lu.v .SALE PRIDE V C ..::' :_ _ . _ .:. PREVIOUSASSESSMENTS HISTOR T . — _ _ — — - _._ ... a�.. __ BAKER,EVERT L P39242 Q 0 Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value 1999 1010 ,30,00 1998 10101 30,000 1997 1011 49,70 1999 1010 31,9001998 1010 31,90 Total. 61 90 Total. 61,900 Total. 49970 EXEttilP.TXONS ; _ OT�IER ASSESS1tilENTS This signature acknowledges a visit by a Data Collector or Assessor ��._� . Year T e/Descri tion Amount Code I Description Number Amount Comm.Int. APPRAISED VAL UE SUMMARY Appraised Bldg.Value(Card) 33,200 Appraised XF(B)Value(Bldg) 1,700 Total. Appraised OB(L)Value(Bldg) 0 = x Appraised an Value . ra (Bldg) NOTES VACANT-NOT HABITABLE Special Land Value Total Appraised Card Value 64,900 Total Appraised Parcel Value 64,900 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 64,90 UILDING PERMIT RECORp _ VISIT CHAN. HIST ORY .. . _ Permit ID Issue Date Type Descri tion Amount Ins .Date %Comp. Date Comp. Comments Date ID Cd. Purpose/Result 2/13/99 FS 00 eas/Listed VALUATIONSECTION. �m B# Use Code Description Zone D Fronta e Depth Units Unit Price I.Factor S.I. C.Factor Nbad. Ad Notes-AdYS ecial Pricin Ad Unit Price Land Value 1 1010 Single Fam RF 2 1 0.50 AC 150,000.00 1.00 5 1.00 12AC 0.40 PCL(.50,U10)Notes:10 1BLD 609000.00 30,00 Total Land Unio 0.5 AC Total Land Value 30,00 Property Location: 1597 SANTUIT-NEWTOWN RD MAP ID: 024/008/// Vision ID:1297 Other ID: Bldg#: 1 Card 1 of 1 Print Date:01/19/2000 CONSTR UCTION DETAIL . -. SKETCH _ . Element Cd. Ch. Description Commercial Data Elements Style/Type 4 Cape Cod Element Cd. Ch. Description Model 1 Residential Heat&AC Grade C C Frame Type Baths/Plumbing AU 26 Stories 1.3 .3 Stories Occupancy 0Ceiling/Wall BAS ooms/Prtns UBM Exterior Wall 1 14 Wood Shingle /o Common Wall 2 Wall Height Roof Structure 3 able/Hip Roof Cover 3 sph/F GIs/Cmp _CONDU%MOBILE HOA DAT Drywall A Interior Wall 1 5 ll ,• _ _. : c. 2 Element Code Description Factor Interior Floor 1 12 Hardwood Complex 2 Floor Adj 4 2 Unit Location Heating Fuel 2 oil Heating Type 5 Hot Water Number of Units C Type 1 None Number of Levels /o Ownership Bedrooms 3 3 Bedrooms Bathrooms 1 Bathroom COST/t"RKET VALURTIQ . 10 1 Full Unadj.Base Rate [3.22 .00 Total Rooms Rooms ize Adj.Factor 35774 Grade(Q)Index 97 Bath Type Adj.Base Rate 26 itchen Style ldg.Value New ,214 ear Built 42 ff.Year Built )1955 rml Physcl Dep uncnl Obsinc con Obslnc i1IIXED;tISE pecl.Cond.Code pecl Cond% 1010 Single Fain 100 verall%Cond. 58 eprec.Bldg Value 3,200 OB-of -,;ftIILDING& YAltb 7TEM5(L)%NF BUYLD,? G L� 1 RA 1�EA7 URES(B) Code Description LIB Units Unit Price Yr. Dp Rt %Cnd Apr. Value FPLI Fireplace 1Sty B 1 3,000.00 1955 1 100 1,70 ._.: . BUILDMG S IB.AREA.$01MARYSECTION' Code I Description Livin Area Gross Area E .Area Unit Cost Unde rec. Value BAS First Floor 624 624 624 63.22 39,44 EAU Attic,Expansion,Unfinished 0 624 156 15.81 9,86 UBM Basement,Unfinished 0 624 125 12.66 7,90 TM Gro�-s LiylLease Area624 1,87 90 al;1 57,21 ." °FtHE T Town of Barnstable ��E�oPMfNr ° q. Planning&Development Department Barnstable Historical Commission Z: 3 * BARNSTABLE, * 200 Main Street,Hyannis,Massachusetts 02601 5 y 9qj 1639. Q. - ���' (508)862-4787 Fax(508)862-4784 0� 6�iOlFo •fie► erin.logana,town.barnstable.ma.us yNOFBARNs'`¢ Conunission Members Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks Jack Kay,Alternate November 4, 2019 Re: Notice of Intent to Demolish Structure & RelocateZX 1597 Santuit-Newtown Road, Cotuit, Map 024,Parcel 008/000 Ryan Kerrigan . PO Box 796 - East Falmouth; MA 02536 Ann Quick, Town Clerk © ;4 00 367 Main Street, Hyannis, MA 02601 Brian Florence, Building Commissioner 200 Main Street,Hyannis, MA 02601 Pursuant to the attached decision,please be advised that the Barnstable Historical.Commission will hold a public hearing on the full demolition of the single family structure, on November 20, 2019 at 4:00pm,Town Hall, 367 Main Street, Hyannis, 2nd Floor, Selectmen's Conference Room. This public hearing will be advertised,notices sent to.abutters and a notice form will be posted on the building or other visible site on the property. Please contact Erin Logan at 508.862.4787 or erin.logaii@town.bamstable.ma.us for processing information. Sincerely, 1-7 Nancy Clark, Chair Planning&Development Department-Elizabeth Jenkins,Director;Paul Wackrow,Senior Planner;. Erin Logan,Administrative Assistant-200 Main Street,Hyannis,MA 02601 -" oFtHe tqw Town of Barnstable �vE�oaMFNr P� do Planning&Development Department ��oo Barnstable Historical Commission 93 * BARNSTABLE, * 200 Main Street,Hyannis,Massachusetts 02601 5 9� 1639. �� (508)862-4787 Fax(508)862-4784 r ®� 'OLEO Mp•�A erin.to-awn c@town.barnstable.ma.us `�N or�AnNs�P Commission Members Nancy Clark,Chair Nancy Shoemaker,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Elizabeth Mumford Cheryl Powell Frances Parks Jack Kay,Alternate Chapter 112 Historic Properties,Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING c _ 1597 Santuit-Newtown Road, Cotuit, Map 024, Parcel 008/000 Pursuant to Intent to Demolish Structure " c rTa tr'1 The property located at 1597 Santuit-Newtown Road, Cotuit, Map 024, Parcel 008/000, is associated with the.broad architectural and cultural history of this area. In accordance with Chapters 112-2 and' 112-3 (D), the Barnstable Historical Commission Chair has determined that this structure is a significant building. This determination applies only to the demolition described. in the notice of intent submitted on October 28, 2019. Any future demolition shall require a new determination from the Barnstable Historical Commission. Planning&Development Department-Elizabeth Jenkins,Director;Paul Wackrow,Senior Planner; Erin Logan,Administrative Assistant-200 Main Street,Hyannis,MA 02601 Town of Barnstable t�E Building Department Services of o Brian Florence, « Building commissioner nnxt�sTns[.E, BARNSTABLE MA93• 200 Main Street H annis MA 02601 2�° s i639. `� � Y 7 1639-2014 ATED 39. A www.town.barnstable.ma.us 57 Office: 508-862-4038 Fax: 508-790-6230 September 15, 2017 Mr Ralph Baker s The Baker Family. 1635 Santuit Newtown Road Cotuit, Ma 02635 Re: Complaint— Business Use, Locus: 1635, 1627 &_1597-Santuit-Newtown Road; Cotuit MR: Map 024 Parcels:006, 007 & 008 t Mr. Baker: k`you for briefly discussing the history of your family's properties yesterday. Peryour suggestion, I am writing to request that you provide me with copies of any documentation C you our.fam y il y are m possession of in order that I may re-create the historic timeline of .or.� events including the result of the court action you mentioned. Yo:u,should be,aware that the building department files do not contain evidence of any judicial action. Providing copies of these records will allow staff to defend your position with regards to this matter as well as subsequent complaints, if any. Copies can be mailed or emailed to us.. In the alternative, you,are welcome to bring in your original.documents and staff will make the copies for our files. You or your representative may contact me directly at 508-862-4027 if you would like,to speak to me regarding my inquiry. Sincerely; Robin;C. Anderson Chief Zb.n,inq;Enforcement Officer robin anderson,@town:barnstable.ma.us °Et„E T Town of Barnstable Permit# Regulatory Services Feed as- - BAaxSTABLL ' Thomas F.Geiler,Director MAM p 3,,�� Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,/MA 02601 �„ ►�- -P ES"S PER JI . Office: 508-862-4038 J A N u 9 Z 0 01 Fax: 508-790-6230 - EXPRESS PERMIT APPLICATION TOWN OF BARNSTABL` Map/parcel Number V,; Property Address 159 a Ccmn:er_ial Va1.eaP of Wor �1��dptm ,.:;'3identia, 101 Owner's Name&Address in ` V �U Ccsa)c�c.� Sota �07 Contractor's Name QL�4^� Telephone Number�`'1�3� �Ja7—� X0 Home Improvement Contractor License#(if applicable) ,V Construction Supervisor's License#(if applicable) r-lWorkman's Compensation Insurance Check one: Jam a sole proprietor I� 1 am the Homeowner I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy Permit Request(check box) Re-roof(stripping old shingles) Y'C,{��( -\�� q S1 Re-roof(not stripping. Going over existing layers of roof) Re-side M Replacement Windows. U-Value (maximum.44) Other(specify) Signature expmt TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 024 Parcel - 008 - Permit# Health Division Date Issued Conservation Division Fee �� Tax Collector,, Treasurerwy,.. f l 24 Planning Dept. { Date Definitive Plan Approved by Planning Board t Historic-OKH Preservation/Hyannis F ' Project Street Address 1597 Newtown Road ,Village Santuit c/o Barbara M. Baker LaFlam Owner Estate of Evert L_ Baker Address 20 Cook Read, Southampton Telephone (413) 527-4760 -MA. 01073 Permit Request Removing-existing shingles (one layer) and i'ns all ;ng nPw roof- 9 squares.._of, new shingles - repair or- replacement of existing decking as necessary Square feet: 1st floor: existing 624 ' proposed no Bind floor: existing 338 proposed n � Total new 0 . 9 Valuation J 0(2 Zoning District Flood Plain Groundwater Overlay Construction Type wood frame Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ® Two Family ❑ Multi-Family(#units) Age of Existing.Structure about 60Trs Historic House: ❑Yes ®No On Old King's Highway: ❑Yes M No Basement Type: W Full ❑Crawl : ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 624 Number of Baths: Full: existing 1 new Half:existing new Number of Bedrooms: existing 3 new Total Room Count(not including baths): existing 6 new 0 First Floor Room Count 4 Heat Type and Fuel: ❑Gas ®Oil ❑ Electric ❑Other Central Air: ❑Yes C4 No Fireplaces: Existing 0-- 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 Residence currently Proposed Use Residence unoccupied BUILDER INFORMATION Name work will be performed by familyTelephone Number Address membersLicense# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE s FOR OFFICIAL USE ONLY PEINIT NO. DATE ISSUED MAP/PARCEL NO. . ADDRESS ' . VILLAGE t ` OWNER , DATE OF INSPECTION: FOUNDATION { FRAME INSULATION ' FIREPLACE - ELECTRICAL: ROUGH FINAL 3 PLUMBING: ROUGH ,FINAL ,. GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - r �. : The Town of Barnstable • s�vszner..E. • - s;9eb Regulatory Services 1659. Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 ,Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICA130N MGL c. 142A requires that the"reconstruction,alterations,renovation,repair;modernization;conversion, w~ '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: Re—roofing Estimated Cost $1,000 Address of Work: 1597 Newtown Road, Santuit Owner's Name:_ Estate of Evert L. Baker c/o Barbara M. Baker LaFlam 20 Cook Road, Southampton Date of Application: nPr P_mhPr 2c), 20nn MA 01073 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ®Job Under$1;000 l .,. []Building not owner-occupied.x ®Owner pulling own permit Notice is hereby given that: w OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR December 29, 2000 Estate of Evert L. Baker Date Owner's Name by Barbara M. Baker LaFlam heir (daughter) q:forms:Affidav The Commonwealth of Massachusetts Department of Industrial Accidents — 0/llceotawsifpstfoos 600 Washington Street - Boston,Mass. 02111 Workers' Co ensation Insurance Affidavit name: Estate of Evert L. Baker c/o Southampton, MA OfO73 location' 41 city Santuit vhone# ( 3) 527-47F,n ❑ I am a homeowner pe>forming all work myself family Members ❑ I am a sole etor and have no one m aav --*4oa for my emnimmm working on this job.: ::: wn ':%•Yr::.•:.v::::}:Y}:{}•::::.:'vi'•}i:�'r{:.i:•;.}::•.:�.}�.;:::¢'r:{•Y,n;v.}•......... .......:::......... .............. .....:.w•v.....v.w:........:.:::::.......x.....:•::.w. ..:v........•::•.v:....n•v:.:v.........::...... - r::n:+::•r:•Y}}:v:.w:.w:{::. w.•v:::.�- �.... •� : aillCi�:�.:{?;:;:^.�::^�' i>;:hy::::jijji�::}:.v:.�r{•;?;??{w::::.::.r.:;;?:;:..::........... ... ..........::::':::::::J:::Y:}::{{{•r:{•}}i}:ism}is iii:�iii::::i:i.�::::ii:::::iii:ii::iiiY:}}i:•ii:::::::::::{.ti:.Y:::::::v::.�::. W ..............,•:.•.v•r:rv::•{':v'w:::':v::::.v:.,..,.,.+....r.. txxw{:•i:{v$:?:;::: ........ ....... ...:::.: .... ...........:{....::., .......vv:x.:••...... .v:av:::. ..::•:::{.}}}'v.+i:??U:::;}:;:.}:•.:•.;•i}}ii}i:•i»}:;;•}:•}:•+i::::::::::::::::..... .......:w::...• ::{•.v.....v........• ..v. .vn..v•.{.::............. .....•Y•:•:•.... ., .......,t,;,;..J%{ri4}r.{•rvr:: .................._ .. ... ...:..Y. ...........:v:w::::::•::....::..... ,.•.•:::::: ...:::•; :?vv•.,wxx::.w:::nvwi{:::..t,x:w::•:•:.... ........v:r.n.......•.......-•::.:n-.{.........................{......................... {k...vxh. ..W4 .-..t:•r.vr. .. r0......v;..,,.r v.....:::•, a..'. ............................... ................. ........ t...v.,.:t.%n...-... .. .{.. .. .v....... ., d .........:.:h.....rr....... a{•.?v;•:v,:•v:..k;}?•{i:}:p}v i:........:. .......::..........::•......v..:............................vv.....a v.}:r}.............. ,w�:.•. ...,+4kt^.�hr{•.•.:•:w:.:r:.:.., :.• } ...::•..... .,. r..r.....ti...r.n...................................v. .. :rnv:4¢}�r..... 7•:r::.:::.. i ... ....x..v t...... ......v.... ............................:..:{» %v%.{...... .... }�.. 'r wrrrx,.w:::•:r:::::.w:.� "•i::::•i.:..:.::.:.:.:.... .::.>.w:.......::}::.v....... �.v.......... n..........:.....•....-..:::.va•.r.n;.:.... ...% ...r.n, v.v....,.:.... ............ .... ::::n.....•:xvnv{ ....... .w:::;::::::-:v.+;}::xt..... vv::•.v::nv::x:n;.Y;{!:{• ..... :.,.+.:•tv:•x:}w:::•:v::v::.:•................................... - st : :}:{ .,^'•::�::.}:-Yi}•.,•.. . .......... ...:�:.:�,:�...::::�: :.:}'-v.:.a-••}:.,}X.v,{r{:' •;•.r:k}�::yY:w.w{k{t:::{.'•}yY.^'2k?}i:........v;.....:.r .. .:.................... ..n.....r. :•}: ........ --.:::.:........{:•::?£M{ ,-:nv:.�<: ..... .............::.{.,v:.?}vvi:^r}:ji;(h:fii:4:•:5;:•1�%ii ......... ....... ............ - ......... :.aanw ?{;.r$................�. .........:..:::-:-.:vav::vi{fi:::::x:.v:}.••x:•.v: ... ., ,... .......:a .....i.}.....:-:::•.... 4.. v::••.a.. :.v .1......Orxx+.......::•::._: ..::.....,v v.i•;.y:::::• v::w:':;::.}':�:}:::::;. ........ ...... ......... ...................... ....n.....,,....rh.. ...v..,... n..n.........ay.;..:::.......v ...... ..................,4vkvv-:.w:.v.Y'{'•..v:.Y;::::{{hrv}}:;:{{•..?•%}+:}atry}}}>. :..:::::n, •::nv:.....•:r:w:...................}:.9.vh.:•.Vv........::m:......:.v:.4:.v:•-.....:.r ry.:., .v..r. .:-.:•. :...5..{...hY:..........:.:.............?:w:r•::::n•....,.....:••••:::.:................. v, .w•:,:if•}r::i:.a...v.%:•kk:$}$T+FS. v,C:kT:}+:?.}:?${+y.....:.:. Q .. ............:v:::::..... .v:•:x:::n- .,r...v.n...w:::.v}::•:.v.'�::%?r:r... ..::w.•:. .......... ........ ............ ............v.. ....... a..:v........... .n.,... •:::./..:....:JY'}kvv:::::r;. ,.x:::.}::?{xv.:. .. .. ..}.t....... .t.r{..,... ..,•.•.....wx.;T..vw.v....t ::. ..... . R-...;.:...... ....... .......... ............. ..a...........t ..,... n.:{......-.. { ......, r.rvv:v:::::r.}:w:::x:. -»,{•:{i:%ii}}ii$i• :f.::•: ::. ;;i ........?;: ii;iiiay;::;{:;.'•::.};`.`.:i'ii:;:;`::{;.;r{?5;;::a}. •'': �iiy:kjkk�:L':! :};:i:-:?viii-}?'i:;;{::�}::}i;:;:::?:v�iti4 i}'ii ❑ I am a sole proprietor,general contractor,or homeowner crrde one)and have hired the C===listed belt wh have ; .the f x,.fi ::::.:::::::.:......:::.:.. .. . .:...........::. ... ..............h:............:..:.:::.:: ::. ........ ..::.xvn. v........n::v.r...a......:•....fin..........K}Y n..........r. .....-..,.v..: 4.-}.if{;x:{•r}:'r{:}:{S r•:-:::::::::..:.,a.. ..,...:.. ..a........}} .............. ...............:v:•v:•::r... .........::•...t......n......}}r:•:P}T..rt .tx ......... ................. .......t ........... .....<.. ::::..L::n•.n,...........• ......Y...{i................:.....::.,.v.... nr:w:.;:, 4i:•}::}�:�ii .. .. .......... ..,....... ......r....... ..n...n........... ..a.......v..................................,n vvfi•{{.n �i�r?.rv.,....a............ vn}:.v:::::: ..::.. ...... ....•..... ............ v....nv.n......• ........ .... ...., v:rr::::::•::..v, t.v,.:.a r..n.. r::vk}:4'•... +..{ ... ...... ......... .. .... ...... ...... ..........r. ...:Cv}, w:v:}}::v:::•y.;:a::y.}•: t:^}i:{•::4•;v:::'•{.;is v$v'.•.,ti .......: .... .{{ ....... .................... ................n...:x:::........;•:•:•v.V•:v. ... •.vvvt••• n.. nn.v:•r.:r:4.{4h...a...,.}:::::'.•. ........,:v...,. ..;,:.......vvY.a:•.....•...r..n..::::.:. .. ......::..a..;,+{. .......v Jr.a....;.:}.k+.;v.:•.v:: .. XX ...::v:p}... .....:•v:n::•n::: -.w.w::}}.v::• r.;.t<'-::ri:ikv,::-iv}v::::wK:k(:i:};}:ti:$i?rk}:i:' .�.q sip.na i�� ..... ...:...:......... ..:::.r:{riSti•:is�r:{•i::r,{:%:.:.fi.J....v^N,•$'+,V.4k•J�?�:M.C?9.;v...........:%•:?i•.... .... nr .},S ...a .,.t......:•:v....vxv:x::•. vx;.}:•}}}}}:w:::::••........'vvw:i:-4::.V•{:.... .. .............. .......... +r.... ..,.....v. .........n. x, ... .......v,M•.v:.v:i::V.{^$}'•........,........:'•:}'??:v????:•}::: ... :..........vw::::•::::•• n......:k•}.:Mrn.i...;r.}.}:!{5:{..... .;.,Vd.". ? .......;..,.sMr....in{{•:::::..:......kx:vv:•..... .v....... ...........:• .. .....n...nn.....x.......n...vx....................:.::.:..... ....: v ......: •r.•n......, .... .n. •{.:w.v•x'•:ti:r.}}'{ti`:v:Y:t.:•::.s.}:.}:.},vi}v:{ •:v::.. .n^...:.:..::•::Gn,.... .. :v•.S:x„+.fi......w:•:r..... ..:'p:.v.{. .4..v{`.-,r. , •::vr.x.+, n...a. '•.-0C ..r..r.-......v.........,n.v...v. ......... .a. .a....r. v. .... .... ..a h• 'v:Y+?. ... ,h::{:K,}i^Y.v.}y;, ••.•:v:vJ•..:...:.a.r...:;q..,,.......}.O•::::v{:(v {�${S:v:�:k:`t.;}v'n;»w}};{y:j. . ?fk??•... ..`.';J.......:•:•. 0fin,•... tta.:k•:•. `fi%ar:a.} ...Jt,;•.�.C•}.r £•w.k. k r .}... }... }n�.:r,., ,:•}•:..�.........:.:•:.t•::::::.;,;::;-:.;;.;•::{{-••-::.:.,}:•st+.x...h,.,,.r:•.........:•.�..... ......:3:.t. :: ..:,r.c. .ta,•. 7.�.. ..:Y:.. ,•.a•::::•}:-:•>%}:;�:�25•::%•}:::•}::•:::•:::•.:...' .........,,,w,K.,•,.+c....:..r,.,k,._:..,{.}:::•:::r.,:...,.{ „�tti,.`?..•: •w.a,.• ,xSS .o :.,•:::. a}}:{.::....::r.:•.. :::.a:•:.,:,£....r.St:•irro•:::'ik:::...t{{n }y6b,c;k<, cwro ...,n .>;? :a.: c:YS�.v a r.}., '£V$.:. ..,?>•::>Y"�a5...)..:r. {•:,.}•{{:::•;:::., ..N.;,•.::-..::•:•>::::.a.,•:.,,•::::....yam,;..:}..::•;s: ;':+�:r:.,:.:::{;:-isaaNr•}x,Y:r�, ,?s�,,... '�! - -:��i:":'•>k;.':•::.• ........ .. ........ .;.t}•;:..,•:...,.;,,ax,.v.: �%o•{•^ ,:}.•.ANY.a,�.r'r.•'s',�r,+.r,'➢�,:•'x.•i3»..: ......... ...............::::;Y:::::::::::.;{.}::,:::r-:„•:::,•: y��y,.. X�et .. 's� vQ.;, ..: � �.} ,...{�t ,� Y•...,k;.r;.k:;��ratt•`.'..ntys"`;•:�'.'�:?2;;�.:x�::::' .::.}:...............,••.v•:{:'w:• :. .V:.:n.:.. rra�.v{,v, „":.il::.. .. SrkZCO , .. w:•v•:.y..' : n.x kkkk:$�.... v.�i%.-v T'{•...., x J{riwi�f,Qk{vti., .....: ..:: ., .,. .... .vt t,.,. p}ra�,,,,tA�.:....t ... :..::..}:a i$i�:kk::r:n:• � ¢}iti':}:n::A?::.: - x 4{.r fi5i+fi}.,,w.r�....?t':^r'.3..,a, # -,:o�•:.: .aeo�'�xy�::£e�� .. ....:....-::•.:• ..... ,,.. �`{•�.„•v,.:'..;5:°^}'.... •• :flit `"ya Q•.•:: . ... ..,......,,•a. ... ...n,,:L..n..};::;tik:r.:; .... .:., .. a'.'{t{6,{.t� wxwxoa�» k •':�C;�,!`!:;:{d"?Y\swu .•s.cv..•.•:•.,�`T} •t.. .•x�n,t}}.tan :v .,.., ',k�4i�:Rhk. £}t :.... �`isr•.�:.;.. .:.: .:: �::...:<'{{,.}.r ,.r, {}.t..�gc;;.:r£:ncd..a x,,+�.`:. •:.,F:,C'::..::.........��••... 9•..•:V�•...•�..• ,�;.w;;•• .,..^:;k;:,,c�;'Y'" v..Y, ..:.v.JrUn......... ,:•::::.09:::^$:k:$t,k`:•x.%{?::•r:::::::•• ,{..�::. . .rr•x ,..;.:ti1 r::n„wr{.x;:...:::•: .................,........ ;.:....;......._ ,:...,,a:n-,;n : ;,-.-:.a;;�anr{v:c;5r•.y�•;� ,.t<;tiyT}+Y'4•:•. ?y.... , }v:• t .:.. :vr.• •.• •.v •. •.{::.4 a � ..}.`... .. ...Y., ..:.•.• ..r.,kk::�� ,Y"'v +'\•i.:-�{: :i<4�tri�n'Va�'•,fl{<{:O;••�+ '.',^a� h,'M••,vr. :;;: .�kr AsSca,{J}r�+^+�;::o$,�..,r;'$,,.,fixrw;.}..£....�yrw,,�.;t7?�;`,�� .:'�•w�,+w:•:.;...:. � �� y"r -R ',;...•..:vt•�.v:..,::,:3£':�i^,k't`.`i£v�i'"�`,'•••�x.,Y;::,:�k��.�x'•x{;},c.•:.,::o:•�.�`�+c}'a..•.•.'-: v..:,{n,-•:ti:^'v:;rti;:!..$${;%{i;}}:+i{,:i:;C{:+Y '<.kkW!??C^:;$r.$:kk:4,vw.4Y+}•;4K{ii$$:v{.,YC:•: ... ............................:.}ii'..:.;;.;... ,,;y y;.....................:tr;{:;k::::.�k.. N•vr�7uJrR�'x•S.{;;c;.{•n+,]}.•+}.,wt.,,}.+a.::.,::a::..:::::$.Y..}n$ 414+.:,•'.:.vr:.v".v:. ..... .,:..........:..::. ..:.;...:• , .. :.,SS,S4rra» .,^:•%v}r.v4::•WAR ......,r: . ......:...... ..: .x,•r.n. ... ....+ ..,..f..v.,:a,• ,:k "• ''t?nn:r .f,.'• ::. .•w„kic^•;;{._ i`•�1 may'{{:+}£ a, .}:<{<:;.,•.: ::-%:.;' :.::•:•::rr. -,.• x{eo�^o^'kaKc:o 'a:}}. :kk�}r:..;�.Xr2«..$t{..,t. ,;.:...a.•..:. :. { .,ka> •: �+ ,�v;y ..w:^.}k??q::Y:^.� •�`�}:r'.•. y}kwy, t�'k:J;:^•::3,`.. :::..}:5.....,.f r.,;•: ..........;,:.'r°fct;,•Y.•.1..:::}};Y{•:t,•{.�.,..v.. ;}}n:: :r<.i<,��,,,�a r.x..:r::.,:aC.rri°.ar{<. ,,,..t..::w?.x„n,r... t`f�..,k�'r'��''�''��{:•:,a., }.r., ..���+�.,, ..�3y3Eh',�i• .. X,•: y ,�••}'•+:::$1.<$:R$;;;:,:�:»:::5::;:::: :.>.,::...•.....:.:. .. .f:'.R3$::•:,..;..:::::r}:.too-}:;•:,;�ds,''prt:�c•� `{..;{..}..::+!.»�$T..ctx.,fxt. ,;•::. 'A,".+.�ttina;.r+..;-;:^:tf�: •Sra?�}::::,�.e�.'»r.':,}:Si%•:•:£o., \ :..4^.k•:+KJn9: vv!hn,:•n•::}$:}•:a<.^}$x::::::.a::•:.Y�.•:�.}.:.v?w::r:.v{:vv,.,;..}...:.: ....... rv.. .{%...v::::......"..�<f.,.:{:........;;:•r}.t...........:.;...;v•. ........:......,t. ...'�Fa�9??'•'o5k4:o)}�`�..xltrw,lw.s:.... p .: ........... ...................:............... •... .,..:.;;�:::.-:::.�::.k,..•t,..v v:•w:v, va.»•ryy.nvv;.. :]1•. ............ ............. .:::.............................::•r'j{:•k'{:{v::i:� �.vti.,t,%•,v.OYi::{a..ka�...` ............................ .... ....::::::::•.:;•}7}:kk::::$v%vS .£,ax.7::•.... :.•.aoh};f;.%'{^}Y n:.;}•.{.;ti.j:;.;4:;:;:;:?':•.p}}}}.,_;; ... .....:........::......:..::::::::.�:.;;.,}..............:;fa':'a.,n.:..::+:n::::.. �v:::::.. ..M,,..:•:•...... .-r rxor.. kc•..:r%�',,,,, .. ...... ..............:::•:::..........;,.::::.::...............:,+,fi.R•.......,.:•::.:.....>var.+c:rrv. ,...... ... .{+,•.a•.x,y,.wkfieonxY.2iSc{$Y ..... ..... ...... ......... ,.r. ..r..Srt .:F.��ry..fi•...:•}::::::::::::}:?,.v.-:-•. nvw;;.vr..::::::::v..:::.... 4y,^.•n•;v::..�4vi:A'}:: ........... ....... .,. ...,... wcx•Y}`x,.a... ...................:•:::•:::...• ......n.. ....n,. }.a...,.,rn.::r.;;.:,-::•:iv•v:yr�Y} fi fi'r{,.a.....:.x:•::.:::a.:.a .. ..v,ia.. ..............:v.-..............-. :: .......:.....:av:...... ....:•....n....,v Ynv:w.. .Yl�`:rv:fi:::v•... .v,:::,K•:?.x..:v4:Y.....:.,.;x.:r.;;?:.;r.:}:v::.�:.:;•??:}.$•{,i::•. w::::::r?•}}:v:x::.•av:}:rl.:::.v:.v:.�::: nvw:.::.......:x::'%{•::.}:{{r v:.... +x}t...v ....... .:.: ...v.�:::.::v:,, y, vrY }.a:Sti?•::•.fi:;:;.;.:n.{{.}.vS{•::•7.�2�i:T}v:::.::::>-..:n:• '•Y•'i:;:rikt•+.•':•:}: . .. - •.aav:vv�w;}:{^Yt::•vw.}'•.v: 'x..,v,••v, ...v::•{v:.v:...........{4:•}:::in{:{+}i:•:Ck'}::.....:::.;}}:•... .... ....... .....:.... ..........::::nv::::.� ......m:.vn::.:.yx..v:fi:::......, rv.n,••}^}%<'^•,'•:?fi:}}Yvv 'v::::::n...;...:. .. ..:..........::•::::::.... ........... ............... :......... ............ ,}.n?r ....:• .v-.......... ..,,v. ...}Y:w::••:.v}.�{;.,}:{,vi p•:::.:yy.�:.i{{:kkt�::.... ti.}ii:?.}:<;v ...n...... ....:...... .............. ...n..............:.............v..v.•.=4...t...........:v::•,v,.... ..v 4.: ...........::............::..............::..........ti.............................:..............::..v.. ....n{.}:::v'•.x.}r,..{q......t.Yti{•.*<,.r .. .. .:}�:..i?k�..;..:.; ...w:........x:x::::.v:::::.v...........:..::...... :v.;.v..tr.. ..:v.,:t... v£�i$.l-0•rv: N .......::.•}n+::......::v.vr:v::::{.}}h^::.+::w-:...,n..{Sk.v.:.v:.t....hk-0:n........v::::::.v..• }.•,.nv;Ss. •�.•r:T{,S^:{k•:{:•:V:\..{...;v�•.v.; ::::::::v.......................... ..:•:::::•.....::;::.::::........... .:wn 4'YACMOG%ORMY\vw.,•.:v:i.;;.�vi:::ir.•.:w;:::::;{.. .. ... :n:::-i•. y:v.• .. w:rvr.{w:•::::}: •:n:::n.:.v::::::v. ;. .. -::::.:.:.�:.......:.w..,• ..;n...r..1, t..... .r•.t.v::v:.v::•:••........... vti•.v:::ti{{$ ir:}::::•.;{.}:v:::.v:{:;}'::...;.:.;:..,. ... .� .. ..... ....:..................V............•:::::..+.. }+C[:P.:.n..n..;k{}.:}:xaP:•..Sh.::,..:.. ..v.. ..v;...v:::.... vw:::::...:.};•�,v},.j6::•:U:.;}.`,:£_r�i: 'J:j�::: .:............:•::::::::::4:. .......�::::::•:v.....•:w::::•..,.{.;:?fi.•}.•....ni.:.:vv..: .:...r......: v•r ?0.�P6d•%-0vX.<A•W.w:}}}:•Yi\:v.}}:}•::?•.;•• , ......,. .. :•:•:.. ...nn. .............n..... •7$.•S.nr}`.kkSl: ..... ... v ....a.... ........... ........... ..........v.. ........... .r.,v:....x *�.. ...JCM..{... •::.• ..{:.}J.Y.vti v:'S{•i}':.};..:::Y'•:•k'}{}%¢:vY:{•i. •}Y ::i... ......}............... .......................:............ ...:......:}.....x...................:..},K.J¢k ..+k•::.v .:. 1. W }. ta.}.. '•^X{}'}%•ii:�riv:'r.O:i.:N-f+,}}iktiktitik�r?i}' ::::.,.v::.'•,{:•.v;i{;ry:k•::...vr:r•.vr:::::.:::.n.}::.w:. .,�{•<:w:•V::,{............ ...... ....::v.........t:Y... .,,...:.,....:......::.............. .... n...a.n.{,,}::.:x•.x{;:.$;a,»}};w,�,ar;.Y?,a�,,.artaY-.:.$.. *k;co'.... ;;{:,;;;:;,;:•rr..r•�k:•..a:•:f.i aX;::'•:^i`:{i�,o.}.,,•,.:.:...... ......:....... ...n,::•r:.: .v.,�;�..•r•.+;;•�?a::rx;•.....•-,•:::fi:•.....;....rx�$:'•rr%•%r{:::k,$'k:c??.;4.•r<�.�'. '^„}:KY:}`"•""n?ec' oULv'�ir{.}•`. .>.:.r.:{;{.+{.;i$rw{�.>•r,,�.,.�:;:.Y.^;.^•.�{:• ��y.:,,. .,.:::::ac,ka:•:.tw.}:.Y:ak}tic;�:::{.;{.::.:v:..............k....at,•.•.?:{;::.:.... Famm to wears cowomm"sa tea' o(MtD.L4 eaa leas to the larposiflas o(es�sl pmddes of a able up to s1�00•�and/or one Years,�onmeat as wen as dvII peaaitles is the form of a b'rOP WORE ORDES and albm of S10Q00 a day against me. I��that a �7 o(thts statement may be(o:warded to the Otdee of Lnatl of the DL►for {e�attlmtlOa. I do ha*eatify Mda►the paau mid putalties of Pall"thai dw inf0mg4am prm'ided abovr is tr�mrd correct Date December 29, 2000 pna�me (413) 527-4760 Barbara M. Baker LaFlam Phame# otHdal we only. do not write in this area to be completed by city or town omdsl city or town: peradtNemse to o Board.. Ogdecanews Omw ❑che&iflanaedWe response isrequired ❑$ealthDep2Z"uut Other----- contact person: phone 1!: ❑ WIN (rorwd 9/95 PJA) 1 1 11 i t 1 1 1 1 1 • . . �. • . a Ill 1 1 %( 1 1 • - •1•�• - . •11 11 I - • •• 1 11• 1 •r•1. . ago • 1 - y• • 11 . -• • • . i11 1 1 i y . • 1 • 1 •• . . . 1 1 • • 1 • •• . • •1 • • 1 -• i11 • • 1 • • . 11 • • • 11 • 11 :111 • kliw1w.b 1 for 1 • / ' 1 - ' •r. • i111 Y. • • • ' • iI I I • • • 1 • • • 11• ot-ii*IMI),kqlli.64 $ko@ eloqkkoiopI • • /a - •Y. w/11• ills. • II • i11/1• • ti . • / - • • 1�1 • • I 11 • / • • I 114 1 • /I • / .11 a d1i .1• 111.III I. /• • 1. - `I(11444 a 1 wi .i/1 • / • IL .Ill • I • • 11 • 1• • 1 it / . wl•I1. . •�1 •11 • / • II - IIIIw11 .11 Y' •11 . I M. •II • • I .I•. •II 1 • • I/ • •• • •1• II •J • III I • • 11 ' • • Iil/ 11 1 wl • 1 I 1 • •�% 1 • 1 1 «1111 • 11 will • / w.11�• • • .11 ti/III • / • • .II . Y.// 1 .1 1 1 1 1 ' ' al .7 1 1 I 1 1 •• 1 1 1 .l � l 1 1 • 1 1 1 II 1 11 I I 1 1 1 1 1 / 1 1 1 1 1 1 1 • • / 1 1 1 1 11 1 1 /1 1 1 1 1 1 1 •. . •11 I IIIII•II • w•: 1 1 1 • 1 • 16. ►• 1. «% • •1 Y •11 LAO1 il•1 a 1111• 1 •I11. • 1 • . 11 1 • • • • • •• III• •K • •-weV' • •I1.1• .11 • III II 11 II .11 M' �• III will i111•. • 1 1 •1• /- • •w«1 . M«/ �• • I •111. •11 / i 1 ,II 11 11� •. � Hi - -.1. 1. -• • •.1. I1-11,•"_wI( I • 1 /1 • 1,/ • •i' 11 • • • 1 y1•l .t•�•1/ .11 1 /•. is 11 • •1111•.11 1 .111 w • •1 w .11 • • 1 •II 11111/ I�/ •11 • (11 �1 .1• .11' • 11 I .11 V' I •. • 1►- It .11�111 /1 1 •11 .t YM /..11\ •I Y•111.1.11 .1. •I/ • II II .11 Y • �1 1 / 1 1 '1 JI 1 1 •1.111• �• 1• 1 1 • - I it 1 1 •. 1 ' 1 1 • 1 • • a111.1 �. 1• 11 - MI 01 • •' 1 a 1 14•/ - .1 oj• .KI•lei1 a to ilk a 01A•-I.1111 goI a �•1 �• w 1�• I 1 11 1 • .1 ••1-41 •I I III as « 1 �1111. 1/ • i •• I 1 i I 1 •11 r • 18 1 1 •1 • 1 u - �• III .I I• • / V..111 .1...�1•. Y•1111•�•1 W.1• •1• • • / ✓ I 11 1 • .1 •11 w/1 .1 11 1-1-110-11•m �;•6• • j��jjjjjj��j��jj���j�/�j�/�jjjj����j�j��jj 1 1 1 i 11 / .1 1y .. • 1 •1111• �I' .11 / • /111�• L • 1 1 • •11-ill 1 • • •�• . ./ /1 • • •/•111 • 1 ••- •)y • 1 1• III • 11 1• 1• ti11 /1 .I •• • 1 w . •J:1• •11 1 1• V•IIIY. •• l: •111 • • • • Y✓111 • 1 / • :1i 11 II •�1.1111 ti/ 11/111 •..1 ' 1 1 i • 1 vim• �1 �1 �11 1111// •.• 1 •• . I oil, • �1i11.1�. 1 1 as*. • 11 • 111 • •1 •1 • �111 Ill 1 •�til 11 / i• • / • •/:1• •1/ • • • • .11 • 11 • •.H • • •. • .I• •11 /• •• • • 1 •11 . w . •I• /�j/j�j�j�j��jjj�j/�j/�jjj�����j����j�jjjj���/��j////� is%ji.:�%%�ji.:�%�Gf%//%�'� ///i.:�%�!%?ii��ji%j/���fy%i•!6�¢7/i�7/�////j�j� 1 1 11 11 1 1 1 oil • 1 1 1 1 1 1 1 1 I I I I • ' I I 1 1 • 1 • 1 The Town of Barnstable F = t3w&Ms-restE. t $ Regulatory Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: l J I JOB LOCATION: v zl1.-° 0 L number street village "HOMEOWNER": _ CI. fillr Z �- namc home phone# work phone# CURRENT MAILING ADDRESS:/21 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow 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 building permit. (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 of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certifrcation for use in your community. QTOk.MS:EXEMPTN Property Lo4lion."I,;57,-SANTUIT-NEWTOWN RD Tl MAP ID: 024/008/ Vision ID: 1297 ccq-uty Other ID: Bldg#: I Card I of 1 Print Date:11/07/2000 (PAIS-LK,LVJPJKI L, eve Fublic Water I Description Code Appraised Value Assessed value C/O R BAKER I d RES LAND 30,,OOU 3U,,UUU 801 COUNTY RD NO. as ave RESEDNTL 1010 34900 34900 "u1073 �eptic— I Barnstable 2000,MA SOUTHA P MA W-TON, XcCi5tlnt ff— IZZ45 Fian H t. Tax Dist. 200 Land Ct# Per.Prop. #SR Life Estate #DL I Notes: VISION #DL 2 GIS ID: ota 64,90ul 64,900 'y�,.,P,,,AGE1 ISAL"f A.V1, 0 P"U BK�;VO 0 'Nx- VV �v VyYY w BAKER,r,v EK I L 0 Yr. code Liz VOW r. c;oae Assessed value Yr. ode Assessed value -1999 lulu 3 ' 30,UU01997 lull 49,70(f 1999 1010 31,9001998 1010 31,900 —ToTaT-. 6 1,9 u U—75laT.- 61,guu Total:1 49970 Th is st gnature ack now leages a visit by a Data Lollector or ssessor ' Year ypelDescription Amount Code Description Number Amount Comm.Int. Appraised Bldg.Value(Card) 33,200 Appraised XF(B)Value(Bldg) 1,700 Appraised OB(L)Value(Bldg) 0 Total.-I Appraised Land Value(Bldg) 309000 "AHAV", 4 Special Land Value ww et t', IS,1"1 V VAUAiN'l Total Appraised Card Value 64,900 Total Appraised Parcel Value 64,900 Valuation Method: Cost/Market Valuation otal Appraised Parcel Valuer. 64,90 2 V 'N" U60, Saft "Mmkom; Permit ssue Date lype Description Amount Insp.Date %Gomp. Date Comp. Comments Date urposell(esult FN 00 Nleas/Listed H4 Use Code Description one D 11,rontage Depth Units nit Price I.Pactor S.I. G Factor Nbhd. 0 s- lUlU Single tam I U.51)AC 1.00 5 ro 12AU 0.40SPUL(.5U,UIU)N-of es: -rUTBEDG 60,000.0t; 30,( it Total Card I an nits0.501ACI Parcel Total iaW �,,a, b.50 Ar[ I an Valuel Property Location: 1597 SANTUIT-NEWTOWN RD MAP ID: 024/008/// Vision ID:1297 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 11/07/2000 , .: f. _° . ...K. Element, Ca. Gh. Description Commercial Data Dements ty e ype apeCodElement Description Model 1 Residential Heat rade j, C C Frame Type Baths/Plumbing Stories 1.3 1.3 Stories EAU Zb _ ccupancy 0 CeilingfWall BAS ooms/Prtns UBM Exterior Wall 1 14 Wood Shingle /o Common Wall 2 Wall Height Roof Structure 3 able/Hip Roof Cover 3 sph/F GIs/Cmp Interior Wall 1 05 Drywall i'V ix''" v r -' Z Element Code Description Vactor Interior Floor 1 12 Hardwood Complex _ 2 Floor Adj - 4 2 Unit Location eating Fuel 2 Oil Heating Type 5 Hot Water Number of Units C Type 1 None Number of Levels --- /o Ownership Bedrooms 3 3 Bedrooms Bathrooms 1 1 Bathroom �r 10 1 Full adj na �.Base Rate otal Rooms 5 5 Rooms ize Adj.Factor 1.35774 Grade(Q)Index 0.97 Bath Type Adj.Base Rate 63.22 26 Kitchen Style Bldg.Value New 57,214 Year Built 1942 ff.Year Built )1955 rm]Physcl Dep 42 uncnl Obslnc on Obslnc pecl.Cond.C ode i�n U peclCond /Code mrition Percentage mg a 100 Overall%Cond. 58 eprec.Bldg Value 3,200 Code Description LIB Units Unit Price Yr. Dp t %C;nd Apr. a ue Fireplace , Go de Description LivingArea GrossArea Ejj.Area Unit Cost Undeprec. Value irs oor EAU Attie,Expansion,Unfinished 0 624 156 15.81 9,862 UBM Basement,Unfinished 0 624 125 12.66 7,903 Itt. Uross Lty1jease AiTa g a: 57,214 Town of Barnstable Building Department ComplainVInquiry Report Date: / —7, O Rec'd by: aC Assessor's No.: Complaint Natne: �n-tc,,� - , J Location Address: M/P J Originator Natne• b cz,, . vv�tivaa Street: Village: State: Zip: Telephone: D/E Complaint Description: ( Inquiry Description: For 011kc Use Onir Inspector's Action/Comments Date: I I - oq ' CO Inspector. L,1� at-1 IA,� I LLA. 6wn pop G_ ca,a d — rAd W-P-s; o/ ux,: .;A . (AV, 004,:., 46,wl d0 , Follow-up ��-�, J� - � Action Additional Info. Attached Cope Diswbuaon: Vlvte-Depar=cnt File I•ellorv-Inspector p Is p 2M AC_S r Jt' 99p4— v o •° q u 16 1'.O70JC. .224C y .b by ya \0q\P'v O N 1 1 'Se fa I 6.90 00 .5oAc 1 ��o a e O, ALor O.Ob AL 37 �REr 1 < 3g 1 0 •�— e• e1 : .•w. \\ _ � \ .47 c .Ho / O -6 t 8! .tiwa J fa wa it v oc- a '� O of P� 1 ►" .38 Ar A? ac / c \<j�P I 3 aS� ® I•`'r .. i jo ee04 left 40 z -. 39 v > r 26AC H - .78ft- - of li PREPARED UNDER THE DIRECTION OF THE BARNSTABLE BOARD OF ASSESSORS d v SCALE "=100' 'AVIS AIRMAP INC. I MASSACHUSETTS CONNECTI --�--� i °. IMPORTANT MESSAGE For A.M. Day ZY Z_ Time P.M. Ax Of Phone FAX Area Code Number Extension MOBILE Area Code Number Extension Telephoned.. Returned your call RUSH Came to see you Please call Special.attention Wants to see you Will call yin Caller on hold Message dzze Signed _ Universal 48023 LITHO IN U.S.A. N OT-E S t 5r'- 1547 ga. I Jf �� �� -� i �t"1x5. 1[1 '*�� .� � f^ . �� �` .. �- _ •�� - - �- y � ..* °� _ �� :' _ -'"� Y W r` 1 �C! ,� .,, ALL WINDOWS ANDERSEN 2840 EXCEPT WHERE NOTED TOWN OF BARNSTABLE, Z919 DEC 31 . AM 11. 05 �... SCANNEp 001STON JAN IIIJII ITI 11 IT Lill z Y o ANDERSEN 2830 FRONT VIEW LEFT SIDE VIE: SMOKE DETECTORS REVIEWED - c sa Barnstable Bldg. Dept. BAR STABLE BUILDING DEPT, DATE Approved by: FIRE DEPARTMENT ATE Permit #: - BUILDING DEPT. BOTH``'G111,4TURESARE REQUIRED FOR PERflnTlfll�.: J AN J;$ 2020 f1F BARNSTABLE ALL WINDOWS ANDERSEN 2840 EXCEPT .WHERE NOTED � - Also RIDGE VENT 1 x 3 over x 8 RAKE BOARDS 11 Jill if RL111.11.1jr HEU ANDERSEN 1836 Mill 11=11 I III fill [fill CEDAR SHINGLE SIDEWALL RIGHT SIDE VIEW REAR VIEW EXISTING FOUNDATION SCALE: 1/4."= 1 ' FO ZpZp CO - � �G1�1-t �G utS o✓` r W6D 50►a�7�(,e�� � �i D� C- LO (UTJ N o -Pro► l Gornerl Y4441 6'-4" 24, MN �.7 ?#?o FRAMING CROSS SECTION 2 X 10 RIDGE BOARD: ROOF CONSTRUCTION; SCALE: 1/4"= 1 ' WITH GUSSETS BELOW �. 16" O �. 2 X 8 RAFTERS N CENTER 5/8" CDX PLYWOODo��►ca OG _... GRACE TRI—FLEX OR EQUIVALENT o GRACE ICE AND WATER FOR FIRST 3" (9 EAVES R INSULATION ARCHITECTURAL ASPHALT SHINGLES 2 X 6 16 ON CENTER HICKS, VENT OR EQUIVALENT X SOF A C 8 FIT.. AND FAS lA 2 . X 8 HEADERS __ / `�CI r O►L� Lor��lOV1 At p r S 0 -��c.� �� t� . WALL_ CONSTRUCTION; / TIMBER HANGERS TO BEAM 2 ,X 6 FRAME 2 X 10 16 ON CENTER R Q O INSULATION 1 2" CDX PLYWOOD 2 -X 10 HEADERS GRACE TRIPLEX OR EQUIVALENT ''" '�¢"�/�°� 1 X 3 STRAPPING. CEDAR SHINGLES OL lh 78 Aj'cr 16" ON CENTER �oH to�c 54 es � 5 1/2 X -14 1/2 �4,,-�cNvt �,� 0 L GL ULAM BEAM i�,Fo GQa �e oZ X LAMINATED GIRDER 2 X 10 15" ON CENTER WITH SOLID BLOCKING 4" T&G DECK JOINTS �� BELOW 3/ 3 U ins Gl(VlA 3 1/2" LALLEY COLUMN SECOND FLOOR PLAN �CANN� SCALE.• 114 = 1 JqN�) 20?p DOUBLE JOISTS BELOW PARTITION Jill • �'� it ca. : C�-Y W ���� �L�� TIMBER HANGERS. CQ DOUBLE TRIMMERS ALL AROUND STAIRWELL 3'-8" 9'-8» "NA o EXCEPT WHERE NOTED, ALL WINDOWS. 6Jq ANDERSEN 2840 1 ZOZO • FIRST FLOOR PLAN 6,_2 , RO 2'—g , X 4'-0» SCALE. 0 4,rV 0 co 2 GL ULAM KITCHEN 5 1/2 1 BEAM-ABOVE 2830 RO `2'g» X 3'-0' LIVING 2'_2 0 . .. y DINING N 6-0 X 6-8 SLIDER 2 x 6 artition Ln 9'— " 4 4:. EXCEPT WHERE NOTED, ALL WINDOWS; SECOND FLOOR PLAN ANDERSEN 2840 SCALE: 1/4'= I ' 17'- 10 � f RO 2'-8» X 4,_0" sC r - - �Y 1 CQ N Atlev-50VI a.� JU N � N Z ro -. ANDERSEN 18JO � 1 ,_8" X 3,_0�,� - - o (L Lo � R 2 X s pattition ^VCQ R � N Ln w 4 f f � 6 . - x t t � I � _ p � f a� /Ve a .. 14. F&O�^ A n s s z 5 1: Z gg 9 B R CEDN Fm LOT 1 a \ FXIL to `''-_�9� \ 1�� \ EASEMENT _. LOCUS MAP ` - f �•- JEWCH MARK \ � -ioo--- m PROPOSED. sS w NOTES: % ASSESSOR'S NO: 24/08/OOA , ; cJ. q ADDRESS: #1597 .SANTUIT—NEWTOWN ROAD �t�� fie, VILLAGE: COTUIT/BARNSTABLE, MA �I ��3` � .46 ZONING DISTRICT •RF' / EXISTING LOT COVERAGE BY STRUCTURES I PARCEL �A� IS: 683.4 = 2.5 x I 27,.150 SF cBDu:. O EXISTING LOT COVERAGE BY PARKING I �� I �\ IS: . 0 S.F. = 0 , 8 FM TOTAL EXISTING LOT COVERAGE IS: 683.4 = 2.5 9: I ► g ' / PROPOSED IAT COVERAGE BY PARKING IS: 609 SF 2.2 7. TOTAL EXISTING do PROPOSED LOT COVERAGEOf �� ► tq� J $ ` ���✓1• l IS: 1,292.4 SF 4.8 R I I '�'•� FLOOD ZONE 'Jt" (NON—HAZARD) I i �� .1OH, ELEVATIONS BASED ON ASSIGNED DATUMor UL THE EXISTING HOUSE SHOWN, IS TO HE RAZED, � i � � ' AND REBUILT ON THE EXISTING FOUNDATION. I PARCEL OBN t� l� ZH OFSsy PROPOS S PLAN OARY S.LABRIE SRJ RKALTY Timw w O NO.4W39 y # 1597 SAN LB—N8MIN ROAD ( . NA 0 15 30. 45 . 60. F L K LANDERS—CAULEY P.E. GRVQ. ENVIRONKMAL IBiOD�Di6 SCALE• 1" = 30' - - o>ts,. P 0. ON tl�!FMMVM YA A _ ASS. tAP JOB NO. W45 ISHEM, 1 of 1Z mc \ ►` \ ` `�,� CBDH • ..�• \ • 4 x\ FND. � �. • LOT 1 • CO \ CBDHto va . �► \ \ 'EASEMENT LOCUS MAP a } P& 100 MARK -2 m ---- CBDH �o FMH EL FND. PROPOSED c - NOTES: . sE>yrtc TMK d� a7P ASSESSORS NO: 24/08/OOA ADDRESS: #1597 SANTUIT—NEWTOWN ROAD . VILLAGE: COTUIT/BARNSTABLE, MA 0 I . I erg . . 111.1 �1gT 8.j l6 ► `` \ 1p ZONING DISTRICT 'RF' / EXISTING LOT COVERAGE BY. STRUCTURES 1 ► ►PARCEL A IS: 683.4 = 2.5 % 2 7,15 0 SF EXISTING LOT COVERAGE BY PARKING I CBDx e, IS: 0S.F. = 0 % I . TOTAL EXISTING LOT COVERAGE W IS: 683.4 = 2.5 X PROPOSED LOT COVERAGE BY PARKING IS: 609 SF =. 2.2 ► I op. 1, , `e• '� 4 TOTAL EXISTING & PROPOSED LOT COVERAGE ; 1 s�;10, g \p`✓I IS: 1,292.4 SF = 4.8 FLOOD ZONE 'X' (NON—HAZARD) I L97 OF ELEVATIONS BASED ON ASSIGNED DATUM OHRIG THE. EXISTING HOUSE SHOWN, IS TO BE RAZED, ' ) R a 'AULEY --� AND REBUILT ON THE EXISTING FOUNDATION. 1. I PARCEL 'B' I 35�01 10 �► tVA°Fssq PROPOSED S P oy SRJ REALTY TRU3P (4ARY S.CAB mBIE+ OF - WN ROAD NO.40039 }N / 1697 .SANTtJIT. NSIPPO AD 0 15' 30 45' 60' BARNSTABLE (COTI7IT), MA J-E. LANDERS—CAULEY. P.E. = 30'. CIVIL EffIRON104 UAL.MMUMEMG P.O., 11 .80R 9ESf lAIYOVJ$ VA 02674 SCALE: 1 Ll 608 " — 7= Ph 608 "o — 33" !nz OB A DATE 10109119 !o i1 SCALE 1 o 30' 1 DRAWN BY. SAP' JOB Ito. m m ISHEEr 1 OF 2 � - G USE RISERS TO BRING USE RISERS; TO BRING USE RISERS TO BRING F.F. ELEV.=100.46 COVERS TO WITHIN 6" COVER TO IITHIN 6" ALL COVERS TO WITHIN 3" OF FINISHED GRADE OF FINISHED- GRADE OF FINISHED GRADE 20'MIN. TO BE USED AS ELEV.= 99.8_ INSPECTION PORTS 4" CAST IRON OR CONCRETE COVERS ELEV.= 98.0=98.5 SCHEDULE 40 P.V.C. 4" CAST IRON OR STRIPOUT ALL UNSUITABLE MATERIAL ALL STONE IS DOUBLE WASHED SCHEDULE 40 P.V.C. AND REPLACE WITH MATERIAL THAT 12"MIN. 3" LAYER OF DIST.=24.5' SLP.=0..02_ SLP•=Q.QQ� COMPLIES WITH TITLE 5 STANDARDS 1/8--1/2- FLOW CONCRETE COVER DIST.=sr2,..1_- WASHED STONE DIST.=11_6' SLP.=0_02_ 96.10 ELEV *96 50 96 OO FLOW LINE - o"o o"o"o"o"o"o"o"o"o"o o"o"o"o"o"o"o"o"o"o"o"o"o" .____- INVERT o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c ELEV._ -_ z• o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �_o_o_o_o_o_o_o_o_o_o_o _obo_o�o$_o°o_g_obo_o�o� 24" LAYER OF *INVERT(S) SHALL BE FIELD io MIN. 14" ELEV.-99_95 95.52 e 9 ®®®® E o 0 0 0 0 0 0 0 THE UMGTH of - ELEV.=____ ELEV.=,95.36 0 0 0 0 0 0 ®®®�®®®®®®® o 0 0 0 0 0 0 /4" TO 1-1/2" VERIFIED PRIOR TO THE ooTtET TEE Is B o 0 0 0 0 0 ®®®®®®®®®®® o 0 0 0 0 o O C`WASHED STONE PLACEMENT OF ANY Dit E o BY M 4" CAST IRON OR °o°o°o°o°o o ®®®®®®®®®®® o°o°o°o°o�o�o° ,, T"K USED. SCHEDULE 40 P.V.C. DISTRIBUTION BOX ELEV•=93.3_ SEPTIC SYSTEM (SEE CHART AT RIGHT) -- COMPONENTS. LIQUID OUTLLENGET TEE USE H-20 LOADING ELEV.=95.33 1500 GALLON SEPTIC TANK DEPTH BELOW FLAW LINETO BE WET TESTED IF 2 ® 4' 10" x 8.5' H-10 LEACHING CHAMBERS 4 FEET........14 INCHES ( ) 5.0 TO BE PLACED ON 5 FEET.......19 INCHES MORE THAN ONE OUTLET. EQUALLY SPACED IN A 12.83' ,x 25.0' TRENCH 6" OF STONE OR 6 FEET.......24 INCHES TO BE PLACED ON 1 MECHANICALLY COMPACTED SOIL. SEE 310 CMR 6" OF STONE OR _ 1 15.227 (6) MECHANICALLY COMPACTED SOIL. BOTtroM OF TEST HOLE = 88_3 USE A TANK WITH THREE COVERS. NO .GROUNDWATER ENCOUNTERED USE H-20 LOADING SOIL TEST DONE BY: J.E. LANDERS-CAULEY P.E. IF MORE THAN 4' OF COVER. WITNESSED BY: DAVID STANTON __________ 12.83 x 25.00 = 320.75 PERCOLATION RATE: _5---MIN/INCH P# TPT-19-179 12.83(2)(2) + 25.00(2)(2) = 151.32 TEST HOLE 1 & 3 DATE: 1010a3 19_ ELEV._98_3 _ 472.07 x .74 = 349.34 GPD PROFILE OF DEPTH HORIZON TEXTURE COLOR MOTT. OTHER SEWAGE DISPOSAL SYSTEM NOT TO SCALE 0"-14" 0/A 98.3-97.1 I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS 14"-36" B LOAM 10YR 5/8 97.1-95.3 AND THAT THE ANALYSIS GIVEN HAS BEEN PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR GENERAL NOTES: 36"-62" Cl LOAMY SAND IOYR 5/6 95.3-93.1 15 U17-I FURTHER CERTIFY THAT THE RESULTS OF SHOIL�EVALUATION, AS INDICATED ON THE ATTACHED fS.OIL )';VALUATION FORM, ARE ACCURATE AND IN 4 93.1-88.3 62"-120" C2 MED-C SAND 10YR 6 y / RDANC:E WITH 310 CMR 15.000 THROUGH 15.017. 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. 2. PLAN REFERENCE Bk 66 Bk 87 LOT A BARNSTABLE REG. OF DEEDS. PERC LEY 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM 93•0 � DESIGN DATA: AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. ** 3, ao� PERC D ® 63 - 5 GALS. - 9 IN. � 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO H2O TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS ENC'D IO f 1� 'N s _ERA BEDR VOM S_(T'I�BF�___ O FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TEST HOLE 2 & 4 DATE: 10/08/19_ ELEV._99.4___ DE IGNED FOR 3 PER TITLE 5 REGS. 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN ) 6" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER GARBAGE DISPOSAL NONE (9�_-___ 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW -a3Q----- GPD SAME, UNLESS NOTED BY FINAL CONTOURS. 0"-10" O/A SANDY LOAM 99.4-91.1 ( 11SZ GAL./BR./DAY X -3---- BR. ) 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR SEPTIC TANK CAPACITY 1�5OQ GAL_4PROVIDED) WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING 10"-32" B LOAM 10YR 5/8 99.1-96.7 1,500 GAL•(REQUIRED) SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING LEACHING AREA REQUIREMENTS AREAS UNLESS NOTED. 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 32"-120" C MED SAND 10YR 6/4 96.7-89.4 SIDEWALL AREA 151-.3-?- S.F. BE MORTARED IN PLACE. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA _MQ 7s5__ S.F. DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERC OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. LEACHING CAP.(BOT. & SIDEWALL)_349.34 GAL. 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF 95.7 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. ** PERC'D ® 44"- 5 GALS. - 9 IN. NO H2O RESERVE LEACHING CAPACITY _349.34 _ GAL. 11. UNTIL APPROVAL FROM THE BOARD OF HEALTH IS GRANTED, THIS ENC'D PLAN IS SUBJECT TO CHANGE. NOTE: THE TOWN OF BARNSTABLE REQUIRES THE ENGINEER TO INSPECT ALL SEPTIC SYSTEM COMPONENTS, APPLICANT: SRJ REALTY TRUST DATE: 10/09/19 INCLUDING INVERTS, AFTER THEY HAVE BEEN INSTALLED AND BEFORE THEY ARE BACKFILLED. SHEET 2 OF 2 JOB # 3145 /gypDH }" \ a FND. LOT e• CBDH to -a,�• , \ EASEMENT LOCUS MAP i - �D• TH MARK OP C F CBDH TP-4 i A FND \• .� PROPOSED NOTES: - 1500 GAL f �. i `, SEPTIC TANK , --- A t �. D s►'�0s�o : m ASSESSOR'S NO: 24/08/OOA ADDRESS: #1597 SANTUIT—NEW'I'OWNT ROAD VILLAGE: COTUIT/BARNSTABLE, MA I rg ui l ZONING DISTRICT 'RF' ► � 4e L . rA !q EXISTING LOT COVERAGE BY STRUCTURES ► "I PARCE ►A IS: 583.4 = 2.5 % ` 27,150, SF c EXISTING LOT COVERAGE BY PARKING ' CBDH IS: 0 S.F. = 0 ► 1 txD. /� { TOTAL EXISTING LOT COVERAGE 3' IS: 683.4 = 2.5 X ► PROPOSED LOT :COVERAGE BY PARKING rof A, �1 w IS: 609 SF =. 2.2 79 TOTAL EXISTING & PROPOSED LOT COVERAGE I 1 1ss�o• ` $ - o� ��� IS: 1,292.4 .SF = 4.8 °lo I .; i ✓ . �a �� FLOOD ZONE T '(NON—HAZARD) I 7 . He ELEVATIONS BASED ON ASSIGNED DATUM I ��� to "� IL RY \ . t � THE EXISTING HOUSE SHOWN, IS TO BE RAZED, ," 35101 AND REBUILT ON THE EXISTING FOUNDATION. I PARCEL 'B' _y i® of Massy PROPO ED SVTE PLAN I REALTY TRUST' r GORY S.LABRE `my. 9RJ i g co / 1597 .SANTUIT-NEWTOWN ROAD V 140.40039 0 15' 30' 45' 60' DAWWABLE (COTM, MA I �FC�S o J.E: LANDERS—CAULEY, P.E. MillCIVIL. MWIRONK MAL BNGMEMG R& Box W4 Warr FAUMUM JU 02674 SCALE: 1" = 30.' 606 640 - 77a3 pa 608 640 — 3344 fz ASS 024 oe A DAM 10 08 38 SCALE: 1" m 30' DRAWN BY SAP POD NO. .W45 SHEET` 1 OF 2 USE RISERS TO BRING USE RISERS TO BRING USE RISERS TO BRING tELEV'= LEV.=100.46 COVERS TO WITHIN 6" COVER TO ,WITHIN 6" ALL COVERS TO WITHIN 3" OF FINISHED GRADE OF FINISHED GRADE OF FINISHED GRADE 20'MIN. TO BE USED AS 99.8_ - INSPECTION PORTS 4" CAST IRON OR CONCRETE COVERS ELEV.=98.0-98.5 SCHEDULE 40 P.V.C. 4" CAST IRON OR STRIPOUT ALL UNSUITABLE MATERIAL ALL STONE IS SCHEDULE 40 P.V.C. AND REPLACE WITH MATERIAL THAT „� DOUBLE WASHED LAYER DIST.=24.5_ SLP.=0.02 SLP.=0--Q COMPLIES WITH TITLE 5 STANDARDS 12 MIN. 1/ „-1/2„of INVERT CONCRETE COVER FLOW LINE DIST.=11_6 _ SLP.=0.02 DIST.=5,1'_ 0"0"0"0"0"0"0"0"0"0-0-0 96.10 0"0"0"0"0"0"0"o AoHoDo 00 of ELEV.=*96.50 ELEV.= 96.00 _ INVERT 2. 00000000000000000o0o00 000000000000000000000o0o0c 10" MIN. •_0_0_0_0_0_0_0_0_0_0_0 _o 0 0_ o 0-8 0 0 0_0_ *INVERT(S) SHALL BE FIELD 14" ELEV.= 99_95 ®®®® Q ® 3 E3 0 -Ocs 8- o - b - u < 24" LAYER OF THE LENGTH OF c 95.52 e s 95.36 o 0 0 0 0 0 0 0 ELEV.=____ ELEV.=__ _ o 0 0 0 0 0 ®®®�®®®®®®® o 0 0 0 0 0 0 - /4" To 1-1 2 VERIFIED PRIOR TO THE OUTLET TEE zs H o 0 0 0 0 0 0 0 0 0 0 0 0 c / „ DETERk�iED BY THE 4" CAST IRON OR O O O O O ®®®®®®E3E3 O O O O O O O WASHED STONE PLACEMENT OF ANY LI O DEPTH OF SCHEDULE 40 P.V.C. . DISTRIBUTION BOX o 0 o O o O ®®®®®®®®®®® o^O^O o o^o o _ SEPTIC SYSTEM ' T` gym' ^ ELEV.=93.3_ COMPONENTS. (sue CHART AT RIGHT) LIQUID OUTLET TOEE USE H-20' LOADING ELEV.=95.33 - 1500 GALLON SEPTIC TANK DEPTH BELOW FLOW LINETO BE WET TESTED IF 2 @ -4' 10" x 8.5' 5.0' H-10 LEACHING CHAMBERS 4 FEET........14 INCHES MORE THAN ONE OUTLET. ( ) TO BE PLACED ON 5 FEET.......19 INCHES EQUALLY SPACED IN A 12.83' x 25.0' TRENCH 6" OF STONE OR 6 FEET........24 INCHES TO BE PLACED ON MECHANICALLY COMPACTED SOIL. SEE 310 CMR 6" OF STONE OR _ J- 15.227 (6) MECHANICALLY COMPACTED SOIL. BOTTOM OF TEST HOLE = 88_3 USE A TANK WITH THREE COVERS. SOIL TEST DONE BY. J.E. LANDERS-CAULEY P.E. No GROUNDWATER ENCOUNTERED USE H-20 LOADING IF MORE THAN OF COVER. WITNESSED BY. DAVID STANTON_____________ 12.83 x 25.00 = 320.75 PERCOLATION RATE: _5---MIN/INCH P# TPT-19-179 12.83(2)(2) + 25.00(2)(2) = 151.32 TEST HOLE 1 & 3' DATE: 1010�19_ ELEV._98_3 472.07 x ..74 = 349..34 GPD PROFILE OF DEPTH HORIZON TEXTURE COLOR MOTT. OTHER SEWAGE DISPOSAL SYSTEM 0"-14" O/A 98.3-97.1 I CERTIFY THAT I AM CURRENTLY APPROVED BY THE NOT TO SCALE DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS 14"-36" B; LOAM lOYR 5/8 97.1-95.3 AND THAT THE ANALYSIS GIVEN' HAS BEEN PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR GENERAL NOTES: 36 -62" Cl LOAMY SAND 10YR 5/6 95.3-93.1 15.017. I FURTHER CERTIFY THAT THE RESULTS OF MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. 62"-120" C2 MED-C SAND 10YR 6/4 93.1-88.3 ACCORDANCE WITH 310 CMR 15.000 THROUGH 15.017. 2. PLAN REFERENCE Bk 66 Bk 87 LOT A BARNSTABLE REG. OF DEEDS. PERC 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM 93.0 �� AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. ** PERC'D ® 63" 5 GALS. - 9 IN. A �G DESIGN DATA: 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. NO H2O IOHN TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS ENC'D �� FOR THE SUBSURFACE DISPOSAL OF SEWAGE. E';,.,, OF' B EDR 0 S_(T1mw-_-- 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN TEST HOLE 2 & 4; DATE: 10�0a19- ELEV._99.4--_ N DFOR 3 PER TITLE 5 REGS.) POSAL NONE (_o 6" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER -- 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE ":ESTIMATED FLOW ,3Q_____ GPD SAME, UNLESS NOTED BY FINAL CONTOURS. 0"-10" O/A SANDY LOAM 99.4-91.1 ( 11(L GAL./BR./DAY X -3---- BR. ) 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR'. SEPTIC TANK CAPACITY 1,500 GAL--(PROVIDED) WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING '10"-32" B LOAM lOYR 5/8 99.1-96.7" 1,500 GAL(REQUIRED) SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING, AREAS UNLESS NOTED. LEACHING AREA REQUIREMENTS 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 32"-120 ;C MED SAND 1'OYR 6/ 96.7-89.4. SIDEWALL AREA 45L3-?- S.F. BE MORTARED IN PLACE. BOTTOM AREA _�Q'�5 _ S.F. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PERC OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. LEACHING CAP.(BOT. & SIDEWALL)_349.34 GAL. 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF " 95.7 ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. **PERC'D Co? 44 - 5 GALS. - 9 IN. NO H2O RESERVE LEACHING CAPACITY _349_34 _ GAL 11. UNTIL APPROVAL FROM THE BOARD OF HEALTH IS GRANTED, THIS ENC D PLAN IS SUBJECT TO CHANGE. + . NOTE: THE TOWN OF BARNSTABLE REQUIRES THE ENGINEER TO INSPECT ALL SEPTIC SYSTEM COMPONENTS, APPLICANT: SRJ REALTY TRUST DATE: 10/09/19 INCLUDING INVERTS, AFTER THEY HAVE BEEN INSTALLED AND BEFORE THEY ARE BACKFILLED. TSHEET 2 OF 2 JOB # 3145