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HomeMy WebLinkAbout0242 COMMERCE ROAD aX0Z. Com7,7-e,c6--- RA/ 1^ 3225 MAIN STREET • P.O. BOX 226 BARNSTABLE, MASSACHUSETTS 02630 CAPE COD (508) 362-3828 • Fax (508) 362-3136 • www.capecodcommission.org COMMISSION CERTIFICATE OF COMPLIANCE DATE: June 4, 2021 OWNER/ Dillingham Properties, LLC APPLICANT: do Andrew L. Singer, Esq. 26 Upper County Road, P.O. Box 67, Dennisport, Massachusetts 02639 PROJECT: Lowell Trust ANR - Barnstable, MA(CCC File No. 96024) Commerce Road, Barnstable, MA ASSESSOR REFERENCE: Map 318, Parcels 25-1 and 25-2 TITLE REFERENCE: Land Court Cert. No. 168790 Land Court Plan 4686E, Lot 7 Land Court Plan 4686C, Lot 2 Registry Plan Book 566 Page 21, Lots G and H ORIGINAL DRI DECISION: Land Court Doc. No. 740,315 This Certificate of Compliance confirms that the Owner/Applicant has properly complied with and satisfied the terms and conditions of the Development of Regional Impact ("DRI")decision for the above-referenced Project dated April 23, 1998, as modified by further decisions dated September 22, 1998, December 18, 2007, and June 4, 2021 (collectively, "DRI Decision"). Issuance of this Certificate in turn authorizes Town.of Barnstable Building Officials to issue foundation and/or building permits for the subject properties. This Certificate acknowledges that the Conservation Restriction required under Conditions NR/OS-2, NR/OS-3, and NR/OS-4 of the DRI Decision was registered with the Land Court as Doc. No. 1,080,027 on 12/31/2007. All findings and conditions in the DRI Decision continue to apply, including but not limited to those further governing future development on the subject properties. SIGNATURE PAGE FOLLOWS Lowell Trust ANR - CCC File No. 96024 Certificate of Compliance June 2021 Page 1 it r n • SIGNATURE PAGE Executed this°L day of June 2021. c.y)Lc.dr;Simajoi:L) Kristy Sen ri, 'Executive Director COMMONWEALTH A A HUSETTS • Barnstable, ss June 4, 2021 Before me, the undersigned notary public, personally appeared Kristy Senatori, in her capacity as ,Executive Director of the Cape Cod Commission, whose name is signed on the preceding document, and such person acknowledged to me that she signed such document voluntarily for its stated purpose on behalf of the Cape Cod Commission. The identity of such person was proved to me through satisfactory evidence of identification, which was [ ] photographic identification with signature issued by a federal or state governmental agency, [ ] oath or affirmation of a credible witness, or [X]personal knowledge of the undersigned. a Public fidNif*aSEAL My Commission Expires: " r _ ® - ®. LISA P.ORIONy,. NOTARY PUBLIC ; ssh�n Cemmornreof Massachusetts �111 My Commission Expires `_J August 28,2028 �f Lowell Trust ANR - CCC File No. 96024 Certificate of Compliance June 2021 Page 2 of 2 • • • Town of Barnstable *Permit# / ? --t 7 q Expires 6 months front issue date Regulatory Services ZIPainee F1, �0 Thomas F.Geiler,Director 46 ' Building Division MAR Tom Perry,CBO, Building Commissio 3 20 200 Main Street,Hyannis,MA 02601 °ri O, ', www.town.barnstable.ma.us fitrA pi Office: 508-862-4038 Fax: 90-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address , +7+ a (one „m`eI\Cc_ no 130-rcrIS bIe I MA 6) 6 30 Residential Value of Work /‘. 61 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address P1 l j/ 8 11-6/1 �f a rcmnieR ( e. R oA 6 64k/1041( N1/ 0 a G �o Contractor's Name K l l l - pi S .3 e lT Telephone Number• 6-6e- 3 c a -F1H6 Home Improvement Contractor License#(if applicable) # (51 t0 L Construction Supervisor's License#(if applicable) # g e l o c ❑Workman's Compensation Insurance Check one: 111. 1 am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance 0 Insurance Company Name A fii o n L. 6 i1 q e Oh A( V I s UMn`Ce- t Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) -, ❑ Re-roof(stripping old shingles) All construction debris will be taken to. ❑Re-roof(not stripping. Going over existing layers of roof) [fie-side gem W ilk whit(_ e_IDirk. 6 2 �/ [f Replacement Windows/doors/sliders. U-Value (maximum.44) PI/4-IcA `e)e Ti4j S' too Qu *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SI.GNATURE: Q:Forms:expmtrg Revise061306 • Town of Barnstable (/('• 's-; °^ Regulatory Services Zy B/►RZIAABLE g Thomas F.Geller,Director ED;p�a`' Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 • • ffice: 508-862-4038 Fax: 508-790-6230 • Property Owner Must Complete and Sign This Section If Using A Builder I, �-�C (`Cs , as Owner of the subject property hereby authorize K i (Y\ lactsseAt to act on my behalf,. in all matters relative to work authorized by this building permit application for: .a4-C r-> ry CJ.r-CA R©C-cO (Address of Job) (?a(/(-6,iLe 6 at-6°11/L -,:D--/ I /1 7 Signature of Owner Date Pau( ine e . Braze( fcy Print Name • Q:FORMS:O WNERPERMIS SIGN THE roas.- Town of Barnstable *Permit# c720 /fa /Sabi 41elExpires 6, s fro usaulate s , ° Regulatory Services Fee iky M^ Thomas F.Geiler,Director p MA't��D Building Division • Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY 2 Not Valid without Red X-Press Imprint Map/parcel Number3I 003 ci OO I Property Address . 9`) min et e C{ O i l3 Aelii 5114 (e t A ❑Residential Value of Work S 60. 06 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address F19 U ( i,i l) Z..(' 1 f On .)y) Comriier(e R646 , 6unss 4/9 , 144 Contractor's Name K(OV, 8/l Stft Telephone Number `j O�3( -rqq Home Improvement Contractor License#(if applicable) /I 076c "-®� IP' SS PERMIT Construction Supervisor's License#(if applicable) — i I '/6 6 ❑Workman's Compensation Insurance JAN 18 2013 Check one: 1-21 am a sole proprietor TOWN OF BARNSTABLE ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance 6140(1 Insurance Company Name �}�(G%��}f! ] sq ill Utul' - ►1Sv qAC�' Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) • El/Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ISntot5/ b I c (mot,(l/l ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) O Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: `/L Y2 Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 051811 dF'THE BARvsrABLE, 1 Town of Barnstable '"TEO N1A't� Regulatory Services Thomas F. Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, TC,t u 1 I n e -g, '8I(Gl e l fen , as.Owner of the subject property hereby authorize I�I YYl �� SS�II. to act on my behalf, in all matters relative to work authorized by this building permit application for: 4- Comm erc 'e (Address of Job) atiLl/Le 0.-Aetteint— 03//3 Signature of Owner gn Date �ai . 8, ( rcze I-ao-n Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doC Revised 051811 • cAtHE n4,1, Town of Barnstable Regulatory Services • = Thomas F.Geiler,Director pry N.,h Building Division • Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 • www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER L ENSE EXEMPTION Pleas Print DATE: JOB LOCATION: r number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied wellings of si units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the o, er 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 th9re is,or is intended to be, a one or two- family dwelling, attached or detached structures accessory to such use and/or farm structure/A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"sh submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work pe ormed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the Stat., :uild' g Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of&arnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said proced -s and requiremen . Signature of Homeowner Approval of.Building Official Note: Three-family dwellings containing 35,000 c sic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. H► I OWNER'S EXEMPTION The Code states that: "Any homeowner •rforming work for which a building pern}it is required shall be exempt from the provisions of this section (Section 109. .1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work, 'at such Homeowner shall act as"supervisor." 1 Many homeowners who use this finemption are unaware that they are assuming the ziesponsibilities of a supervisor (see Appendix Q,Rules&Regulations,for Licensing Construction Supervisors,Section 2.15)t 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/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc . Revised 051811 ";TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map /C Parcel 67-c 6 O/ Application# 7c (OO q Health Division Conservation Division Permit# Tax Collector Date Issued t 7'1 2 v Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 2_tiL. C®��y� Village Aew 6I IUt. Owner Pm 114.9 vjt Address Telephone Permit Request atel a(.S 4 C,•`5 kb 40:0 d!I., j at. C Square feet: 1st floor:existing proposed 2nd floor:existing proposed - Total riew ' Zoning District Flood Plain Groundwater Overlay - Project Valuation .3 eV& -co Construction Type If`4Savc�3 `. • Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation: Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing 1, New C Existing wood/coal stove: Ze'es ❑No Detached garage:0 existing ❑new size Pool:0 existing ❑new size Barn:❑existing ❑new size Attached garage:O existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ©1 If yes,site plan review# Current Use Sin,' t /�H 1 � s ��l ' 'Z a h !� ail Proposed Use r ] BUILDER INFORMATION Name Ceti CoceSd - Telephone Number Address /().fJ4 i(SeAr f'3 License# Cat''9 G-I 2 0.51-1,"-ca �- d2�Ss Home Improvement Contractor# /eV°Li Worker's Compensation# )0/3 if Sa t Z o f G ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /3174,n r- to,/X I'I SIGNATURE DATE f 2/ til t& ar FOR OFFICIAL USE ONLY PERMIT NO. SATE ISSUED ' MAP/PARCEL NO. ADDRESS• VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ` • ASSOCIATION PLAN NO. 1 I' y • 1 bl/ yy 2 Pisa ewno -14-, 1 4 , zyZ t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION { fo W 0 CeGleS Map "-S'I iS Parcel -/GYM l Application # Health Division Date Issued ) IL Conservation Division Application Fee iO Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ��-- Historic - OKH Preservation/Hyannis Project Street Address 0--la 1me .. Village 04'(\g Owner ?Ol 'Pti2k- )(\ Address DaS Sumr'x-} c i(fine ; 0) Telephone Permit Request C2-1(k r Un6-er et`S-Arno, inuo�lC�,' 1;� o�- -ur te.cJ (D"r co t^ ��.1 16(', k Wr`UU 4Y\C1�4c. i e4 to s.(.2 �GJ dn. (1.e.). , cut( 3uXdd(A.'& ��nc� c�,,(`Q �.1 ON3P Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation t6. 141 t(Q)'63 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal sge: Yes U No c � Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size Barn: ❑ existing new size_ I—. "1 Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: co c Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ e v Commercial ❑Yes ❑ No If yes, site plan review# (.) �°D-- ca rn Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name D.c� �� Srn 441'i Telephone Number '—q:) / 4 16- Address 0_ 1,346 License # tlg3'7 3 OCG M. -� Home Improvement Contractor# 14-/360& Worker's Compensation # 0(K7iv ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO r Oar! , . 1 0-ein - �es•,.;s , YIk- SIGNATURE DATE 8/q/ciy 6 ,, ` - - FOR OFFICIAL USE ONLY . APPLICATION# • DATE ISSUED 6t:�f '• s- ' :NAP/PARCEL NO. • . . ' ADDRESS VILLAGE 1 • OWNER S t ,Fa DATE OF INSPECTION: l r.. FOUNDATIONS .". F 1 t FRAME '.'INSULATION_'. "� ,,1 ._ _>. .. , w FIREPLACE t ELECTRICAL: ROUGH • FINAL ; PLUMBING: ROUGH FINAL I ` t , s GAS.:m iT '. -e- ROUGH E ="f .-t-,.i FINAL 6.••,1 11',4 EFINAL.BUILD.ING ill D, , 4 . : : i • c 1' ;_ ..DATE CLOSED:OUT -_ _ ASSOCIATION PLAN NO. • f �„ r Town of Barnstable lass* Regulatory Services ..,,._ • qrAgLX- ' Thomas F. Geller, Director Tb Loy9- Building Di-vision VD1)1- Aki,--t Thom Perry, CBO, Building Commissioner 200as Main Street, Hyannis,MA 02601 www.town.b arnsta b l e.ma.us Office( 508-862-4038 • • Fax: 508-790-6230 PLAN RE V W Owner: r E 2- 6-- - Map/Parcel: S Project Address -)--`L C012-rwe4c-CT. Builder: `.'•s , S / 77/ The following items were noted on reviewing: it 4-61/4( C /- 0k._ 5 w 5 K. X PL-09 7E- c_ob • • • • • • Reviewed by: C pc, ✓v�-�-- Date: �� � _ ( b • tE!s EONS TRU ION • a iam&Laetimr c Foarrutin;Co. Seaz,in ettenntth PATE August 4,2010 P.O.ad9141396 irtatike 0 375 0/lemma, ez6s3 Soli)Illie1$er6g s Cellar Under (gee)430 /(© )2,46.30 :/n nets a sttrr'aa " >ean/ Prepertizy Address/ Ceszltset aetr®tta eara tie IPA Fe Addeessa HLratoa n ffitisina aaaatta: September 4,2010 Polly Brazleton Kim Bassett Home: 508-362-8446 pared'llurs Scan Smith 242 Commerce Road 3775 Main Street Cell: 508-737-8665 Barnstable,MA 02630 Barnstable,MA 02630 E-mail: E-mail:n 1 gwn®comcast.net FrESCRIPTIOt AMOK • Total cost of project for Cellar Under $24,400.00 • Payment breakdown of Cellar Under: 1. Retainer for Cellar Under $1,500.00 2. Amount due at start of work $7,633.00 3. Amount due after footings have been poured • $7,633.00 4. Amount due after walls have been poured and stripped $3,817.00 5. Amount due after building is set on new foundation $2,544.00 6. Outstanding balance due after completion of job $1,273.00 PLEASE MAKE ALL CHECKS PAYABLE TO SEAN SMITH reTAIL $24,400.00 All home improvement contractors and subcontractors engaged in home improvement contracting,unless specifically exempt from registration by Provisions of Chapter I42A of the general laws,must be registered with the Commonwealth of Massachusetts,Inquiries about registration and status should be made to the Director,Home Improvement Contract Registration,One Ashburton Place,Room 1301,Boston,MA 02108(617)727-8598. Owners who secure their own construction related pennits or deal with unregistered contractors will be excluded from the Guaranty Fund Provision of MGL c.142A. ACCEPTANCE OF PROPOSAL The Above prices and conditions are hereby accepted. You are authorized to do the work pecifi . Pa ent will be made as outlined above. saltlaestsedl All material is guaranteed to be as specified. All work to be completed in a A professional manner according to standard practices. Any alteration of deviation agnialbare from above specifications involving extra costs will beexecuted only upon 7daimA' 67cts745/),‘_ a written orders,and will become an extra charge over and above the estimate. All =Da= agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tornado,and other necessary insurance. Our workers are Date se fully covered by Worker's Compensation insurance. Aseegt8 krAt.) ,)'SA- `0 ( 11 /!y�I/� Page 2 La r F . ,8' % J�,4., ,oY.E r3 1 I4 B F..,E�rreD, I.. O S /JCr26- .=a v [ �. �a" - ., . )64. A. • �� 4'/, ,=7„„L ! of ,A„y,/a-.�L E�.403 /1� J 1 L• F'vN[' ( \ / G S4z L �,/ A VdG�/ /Sa,. &7q 7. u ! / .!rD..'H:.i_.i ;NCJUN-=.3_D ! 0 j 1 )1 WITNESSED BY : % 04 % 5 .-.7 1�.z'' Dc..v /J./Js.. >..0 OF ;. I / o.oeorl v-..pis,✓ • Nurt.xo '1 I / / /\\� -\ \ / ® � 1 I N. \ G c�' \ \ �.. / 51 I S \ _ T,/ Lv CL \ \ a�r v�� 7�Y7 \ \\•Ft . r . + /.IvcN ' I. \/ \ • -O- , e, -5 A./(Z %., -I 4' \ \ ifP'ol �. I 1. 1iL,• 1 b 1 // .;�/T 1 / . \I 11 1 1 4 0 • c PMILt3FiUUK ENGINEERING ' FIELD REPORTIWORKSHEET Project No: P)D-1`1 07 BEACN 6TREET . �, ._. �°zasn... Shot No:____1.__ 4f,.2:...._...._... .. MEMO FOR RECORD: 13 October 2010 "G0^i^i `�' �'e0 0 g Subject: Residential Foundation Anchorages-Bolts&Ties 1 New,Full Concrete Foundation w/Continuous Strip Footings Location: 242 Commerce'Road,Barnstable,MA.., Owner: Ms.Kitty Brazelton Project No: P10-14 i Notes from Inspection: 1. The house was lifted and set on a new 8"concrete full height foundation. All of the work is now complete. New 5/8"anchor bolts were set 32"%along all walls. New 5/8"x 10"anchor bolts were set 32"%around the perimeter. All new 2"x 8" PT sill plates were placed to receive the existing house 6"x 6"sill beam. Needed I repairs were started and the connection details were designed during this phase. 2. A progress inspection was conducted on 17 SEP 10 to witness work to date and to discuss the next steps. At that time it looked like this-photo#1: Photo#1 Photo#2 4 -,.....;...4.. ...71.,._,:—...A.r..Er......r. 1 - I,, E.- f . -• r--7-7-='*r , 1" xx , 0, • , y , .} rJ S • ' Y P �•hµ., mi e f ,y � //�� � , .; '� 3 ) ',..'°) 1 ,,,,, tt. . 4-, -4 , 4, ,z,t vitorr — rf "V i ^ 1.- ,'0 Top view of new foundation PT sillplate. Beam cleaned and Simpson LSTA12 strap Sillplate bolts are spaced 32"%,trimmed ties placed to hold joists into sill beam. to fit up underneath 6"x 6"sill beam Note the bored holes which will allow the placement of closed-cell foam into the void 3. Background: Anchor bolts were spaced IAW Tbls.3.2B&3.2A from the WFCM for 1&2 Familys. For combined uplift,lateral&shear loads in the 8'End Zones the maximum spacing is 39"%for 110 MPH in EXP B areas. The spacing was reduced to 32"%for a standard layout. As seen in photo#2 all floor joists are let-in to the 6"x 6"sill beam so complete beam removal was ruled out due to extreme difficulties. 4. Attachment Protocol Procedure: a.Clean away rot and all loose material to expose a clean,solid substrate b.Install sill sealer and a new 2"x full width PT SYP foundation sill plate. c.Nut down the sill plate w/5/8"galvanzied nuts and 1/4"x 3"square galvanized plates The plates need to be let into the sill plate. After nutting cut-off exposed threads d.At the cleaned area install Simpson LSTA12 strap ties between the ends of the joists ' traced in tightly to the underside of the cleaned beam bottom. Pre-soak all exposed sill beam w/Tompson's Water Seal. Drill 1"dia.holes into each sill beam bay that has material loss in order to receive close-cell spray foam. Pre-drill the remaining areas of the undisturbed underside to receive the exposed nuts. Finish setting the house down onto the new 2"x PT SYP sill plates. e.Install the following supplemental anchors to attach the house joist package or old 6"x 6"sill beam to the foundation or bolted sill plates: V TOWN OF BA!-Ii-!STAI3LE 1.)a}1 € J i E{ x r i $ i t ;" r �1'' " ,. , T. e l ti. "� • .. ' - a `. ` ♦ 1, .. • • • • t+ t • • • • • �. ,+ a, ,.may'. • •R,.. c • I ,' /I) FtIILISKU UK ENGINEERING FIELD REPORT!WOflKSHEET Project No: P'le''1`j ._107 BEACH STREET Z Z She:et No; ot.—_..._._.._...._... . • MEMO FOR RECORD: 13 October 2010 • Subject: Residential Foundation Anchorages-Bolts&Ties i New,Full Concrete Foundation w/Continuous Strip Footings ! 4. Procedure,cont'd: Foundation Anchors Framing Plates Typical FSA Installs - . ` JJ,m1 Foundation e � �Y � f r, � r''':'''' -•,- tli a 1 et `! ( 7 ' li _ , — I �ki•_ F5 typical ,— stm soNt st1`��n it �- kw- FJd Installation _ Foundation to Joist may. . 0 F ' 't. um - .. ix', Simpson ETA will connect the 2"x full dimension Simpson LTP5 will connect the 6"x 6"sill beam i joists to the inside of the concrete foundation. to the new 2"x plates at gable end and other Space FJA every 2nd joist(<=4'0"o/c). parallel openings. Space LTP5 plates 32" 1 f.NOTE-these mechanical attachments are in-lieu of fully nailed boundary sheathing. The current construction has finished shingling around the entire perimeter and to attach the boundary sheathing extensive opening of the lowere courses and replacement of the board sheathing w/3/4"plywood would be required. g.Later during the insulation phase of the renovation close-cell spray foam will be pumped 1 into pre-drilled 6"x 6"sill beam holes to fill the cavities created from the rot removal to complete the leveling and bearing surfaces by filling this void. 5. Completion of all work will be subject to inspection by the Building Department. This document chronicles the foundation and attachment work,specifically detailing the areas necessarily hidden during the set-down and bolt-down phase. Photo#3 Photo#4 -‘14.141"14- �N` a= j a °0 6 • / � I4 — i `Ff g . 5f ,--. I i 1 i Simpson FIA bolted and nailed into place Simpson LTP5 ties nailed at gable end P)0 I I 1.-AL, C.NYARNtl PHILBROOK . •� T.VARNUM PHILBROOK,P.E MECHANICAL) f Philbrook Engineering No. 306190 • I. 44-? ZO 1 tCiS1E044', . 1`47011r i . ) • • •$•;$ led • , 0 %4 s - • 1,4 icr ; 'it I miC000,' TOWN OF BARNS iAtiLF ti\Alz;‘,.•• j; 4 V.di.V.147:• .,0,'Avy40 4r- -Tye 7'11 t)'ISC 2 hi 3 40 ..„ = r-•'• • t $ • • • 1 • • — • •-t° • ••• ••.'• • ' I . • ' 4 , • se ) • '.4 • • • • • , , ; • - o • • .4 t " • ro . „ • 4 4—^-4 ; • ititt_ 4. POST DOWN c i = 6'-0" 6'-0„ �i ,y G7 B p \—POST POST POST POST DOWN DOWN DOWN DOWN 20'-0" 170" I „ I s POST DOWN C P h t 07/21/10 A) (2) 1-3/4" x 14" LVL or (3) 1-3/4" x 11-7/8" LVL ' B) (2) 1-3/4" x 7-1/4" LVL 242 COMMERCE ROAD BARNSTABLE, MA gliv‘r.1:4 g 2lO s oCi' . OF D,1:15.:P,s:i pie LE A' .a t Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1FB01 BC CALC®3.0 Design Report-US 1 span I No cantilevers 10/12 slope Friday,July 23,2010 Build 440 . File Name: K Bassett_421 Commerce Job Name: Description: BEAM#1 Address: 242 Commerce Road Specifier: Joe Madera City, State,Zip: Barnstable, MA Designer: , Customer: Kim Bassett Company: Shepley Wood Products Code reports: ESR-1040 Misc: v ® 1 v 1 1 1 1 V F 1 ® 7 1 v V V` ® V %1 V 1 1 V 4 V q ® V V 4 ® 7 -,' `.� 'V F 1 V ,< 17-00-00 . BO,3-1/2" B1,3-1/2" LL 2,210 lbs LL 2,210 lbs DL 670 lbs DL 670 lbs Total Horizontal Product Length=17-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 17-00-00 40 10 06-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 11,588 ft-lbs 39.9% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,386 lbs 25.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/557 (0.357") 43.1% 1 1 output as evidence of suitability for Live Load Defl. L/725(0.274") 49.6% 1 1 particular application.Output here based Max Defl. 0.357" 35.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 14.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 2,880 lbs n/a 31.3% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 2,880 lbs n/a 31.3% Unspecified (800)232-0788 before installation. - BC CALC®,BC FRAMER®,AJSTM' Notes ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM" SIMPLE FRAMING Design meets Code minimum (L/240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(L/360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade,L.L.C. Connection�l Diagram b r_ [...__d_._ a 4 ., c l /, a minimum=2" c= 10" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails fi I : Page 1.of 1 I 14 • TOWN OF BiLRNSTABLF Inirt 11,71' 1 Pt! 't • 4 ®BolseCascade t Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 BC CALC®3.0 Design Report-US 1 span I No cantilevers 10/12 slope Friday,July 23,2010 Build 440 File Name: K Bassett_421 Commerce Job Name: Description: BEAM#1 Alternate Address: 242 Commerce Road Specifier: Joe Madera City, State,Zip: Barnstable, MA Designer: Customer: Kim Bassett Company: Shepley Wood Products Code reports: ESR-1040 Misc: ® 1 1 1 1 1 1 1 v 1 v ® W V `? W 1 1 1 V i, 1 V 1 1 4 `V V H 9 V 1 W V ® V 1 1 1 1 P z BO,3-1/2" 17-00-00 61,3-1/2" LL 2,210 lbs LL 2,210 lbs DL 702 lbs DL 702 lbs Total Horizontal Product Length=17-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 17-00-00 40 10 06-06-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 11,717 ft-lbs 36.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,473 lbs 20.9% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/504(0.394") 47.6% 1 1 output as evidence of suitability for Live Load Defl. L/664(0.299") 54.2% 1 1 particular application.Output here based Max Defl. 0.394" 39.4% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 16.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 2,912 lbs n/a 31.7% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 2,912 lbs n/a 31.7% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTTM, Cautions ALLJOIST®,BC RIM BOARDTTM BCI®, BOISE GLULAMTM' SIMPLE FRAMING Member is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAM®,VERSA-RIM Member is not fully supported at post B1. A connector is required at this bearing. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Cascade,L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. . Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. _ Connection Diagram fil b I� I~d7 a %i 4 01— ° e � o • o . ° „ 4 a minimum=2" c=6-7/8" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails , \_ Page 1 of 1 N 1 TOWN OF BARNSTABLE pEr, 2 I F1 3: 40 ® Boise Capcade, ,_ Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamIFBO3 BC CALC®3.0 Design Report-US 1 span I No cantilevers 10/12 slope Friday,July 23,2010 Build 440 File Name: K Bassett_421 Commerce Job Name: Description: BEAM#2 AND#3 Address: 242 Commerce Road Specifier: Joe Madera City, State,Zip: Barnstable, MA Designer: Customer: Kim Bassett Company: Shepley Wood Products Code reports: ESR-1040 Misc: lllll ! 1111 ® ® lylvVV ® ® ylylly ® llll , 999 06-00-00 BO,3-1/2" B1,3-1/2" LL 1,200 lbs LL 1,200 lbs DL 321 lbs DL 321 lbs Total Horizontal Product Length=06-00-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 06-00-00 40 10 10-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,947 ft-lbs 23.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 1,067 lbs 22.1% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/1,374(0.048") 17.5% 1 1 output as evidence of suitability for Live Load Defl. L/1,742(0.038") 20.7% 1 1 particular application.Output here based Max Defl. 0.048" 4.8% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 9.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1,521 lbs n/a 16.6% Unspecified or ask questions,please call B1 Post 3-1/2"x 3-1/2" 1,521 lbs n/a 16.6% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, Notes ALLJOIST®,BC RIM BOARDTM BCI®, BOISE GLULAMTM' SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(L/360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade,L.L.C. Connection Diagram -1 b"4- 7d� a /� c • • A a minimum=2" c=3-1/4" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails \Page 1 of 1 TOWN OF BARNSTABLE 2in FRC ? Pli 3: Li 0 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 318 Parcel 0 2 5/0 01 • Application# I WI q Z� Health Division Conservation Division Permit# Tax Collect r DateIs sued Treasurer Application FeLri — Planning Dept. Permit Fee S Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 242 Commerce Rd. Barnstable Village Village Barnstable Owner Pauline Brazelton Dillinqtam Prop TAAieess 308 Summit Ave Brookline Ma 02446 Telephone 617 566 1655 Permit Request Gut first floor, remove partition walls and add flush headers as noted on floor plan, new kitchen & bath on first floor, convert existing bedroom on second floor to bathroom as to floor plan. No exterior changes. Square feet: 1 st floor:existing 672 proposed 0 2nd floor:existing 544 proposed 0 Total new 0 Zoning District Flood Plain Groundwater Overlay Project Valuation 50, 000. 00 Construction Type Wood Frame Lot Size 22. 98 Acres Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 3t2l Two Family ❑ Multi-Family(#units) Age of Existing Structure 1 1 0 Historic House: ❑Yes n No On Old King's Highway: ❑Yes n No Basement Type: J Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing 1 new 1 Half:existing 0 new 0 Number of Bedrooms: existing 3 new .� 3—1 Total Room Count(not including baths):existing 6 new 0 First Floor Room Count 3 Heat Type and Fuel: ❑Gas €0 Oil ❑Electric ❑Other Central Air: ❑Yes I No Fireplaces: Existing 0 New 0 Existing wood/coal stove: ❑Yes No Detached garageO existing ❑new size Pool:❑existing ❑new size Barn:0 existing Clhewtrnd e Attached garage:0 existing ❑new size Shed:❑existing ❑new size Other i! � Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ... Commercial ❑Yes �]No If yes, site plan review# l Current Use single family home Proposed Use single family k ome rn BUILDER INFORMATION x Name Bill Croston Telephone Number 508 989 1468 Address P.O. Pox 1 3 8 License# 14112 nstervi 1 1 P, Ma 025 Home Improvement Contractor# 100023 Worker's Compensation# 7013419022009 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ya uth t sf _.station SIGNATURE DATE April 2 2010 I FOR OFFICIAL USE ONLY T i I } PERMIT NO. i DATE ISSUED , MAP/PARCEL NO. , ADDRESS VILLAGE OWNER DATE OF INSPECTION: 1 FOUNDATION FRAME INSULATION i FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 1 -r I' ASSOCIATION PLAN NO. `' s r, �YHE r Town of Barnstable ti tri ,asf': ° Regulatory Services ' BARN STABLE,`'E• ' Thomas F. Geiler,Director Maes. ;9; �`0� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ccu ,.i.A e , as Owner of the subject property hereby authorize I3 e 0 £c s ry 6./ d (c L,..etek-s to act on my behalf, in all matters relative to work authorized by this building permit application for: Co inn e rc_e IZ�I (Address of Job) /2-0/1 0 Signature of Omer Da e 3--/a; L ..iA_P ('� ��Z�_I -o Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. • Town of Barnstable " • Regulatory Services te4 "" i Thomas F. Geller,Director • • lARNSTABLE, i '`' BuildingDivision PT�D I 1 a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 . www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: ' number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 Su]ervisors);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/certification for use in your community. Q:\WPFILES\FORMS\homeexempt.DOC �� ro Town of Barnstable • S-;144sY Regulatory Services Thomas F. Geiler, Director 06 " Building Division Thomas Perry, CBO, Building Commissioner • 200 Main Street, Hyannis,MA 02601 www.town.barnsta b le.ma.us Office( 508-862--4038 • Fax: 508-790-6230 PLAN REVIEW • Owner: Pt D.(L t--r/`t G-Fk4 MapRarcel: D �.5 �/ •Project Address ` - c-n t kC Builder: L-• C. (26 N Ifie . The following items were noted on reviewing: Su /' L Ste' 1A S `/ C©fec k-i r • I • • • • • • Reviewed hy: Date: zt — � S r6 • • Q:Forrns:Plnrvw rr ' , ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFI+`ICICIENCY FOR ON-ET AND TWO-FAMILY DETACHED RESIDENTIAL.CONSTR'UCTION (7s0 CMR 61.00) Applicant Name. 4 1 (/ (r /0q, Site Address: L4fL a _co,_ Ai print Town: p%i461.5 ,a` 6- • Applicant Phone: i- 9 f j �(VC7 • • Applicant Signature: Date of Application: iSra' NEW CONSTRUCTION: (choose ONE of the following two options) • 780 CMMSR.TABLE 6107.1 . PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAx uvi M 'MINIMUM • Ceiling or Slab J I Option 1: • Basement Fenestration exposed Wall Floor Wall Perimet er AF-CJE HSPF U-factor floors R-Value R-Value R-Value R Value R-Value and Depth . National Appliance-Encr R-10, Consuvaiion Act(NAE( . .35 R-3 8 R-19 R-19 R-10 4 19g7 as amended,minim __rcater as applicable Note: This form is not required if you choose either of the two versions of RES check as listed below. [ 1 Option 2: 4 REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) / REScheck—Web which can be accessed at http://www.energycodes,gov/rescheck/ • AD- DI' 'IONS OR TERATIONS.TO EILSTSNG BULLDINGS.O"ER.5 'EARS.OLD* • : *)3uildings under 5 years old must use option#1 or#2 in New Construction section above. • Complete the following fojuiula to determine the % of glazing: • (a) Gross Wall & Ceiling Area equals Formula: (100 x b ± a) ' . SF• 100 x — _ % of glazing (b) Glazing area equals SF b a • If 'ln is<40%.u..e the chart below. - . If glazing is> 40 % prgcee'd to "SUNROOM" section • gp7ig 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM • h9TT(MVM Ceiling and Slab Perin. Fenestration Exposed floors .Wall Floor Basement Wall • R_��1 U-factor R-Value R-Value R-value R-Value • and Del .39 R-37 a R-13 . R-19 R-10 R-10, 4 a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value.over the entire ceiling area(i.e. not compressed over exterior walls, and including any access openings). . SUN-ROOM—An addition or alteration ton existing building/dwelling unit where the tot I glazing area of said addition exceeds 40% of the combined gross wall and ceiling area oft- addition. . • Note: Owner to fill out Consumer Information Form (found in Appendix 120,P) C i . S 1c..e..1^ \4 ,' . 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