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HomeMy WebLinkAbout0093 DEACON COURT z' .. , .,- .1 - j1J :T �0 '- y Ss -/ 'R fTyr'f.—? a a ,.�-sx.. -, ';;14,T:`+Z t,7q.-',77z 5' -, R te �n - C � : � _ '' -s- ° c. .v. '•V r F ,.: --- .Y . ,.r.y , ..a, N, -. �,.H�--,.aaLG.o.e:.,'."'go -�.,, ,-.r .,. �.b., ... a ..y:.7i a�,.•:l y- 9 f� n:`4 '1 s �• .. $ a 2 /-• ,yti � .d' v a ma�B ° "�,a, Q - / ', ,. r- s- r .'• !,tm l ' -b. n YP , fir rF �y.at ti.,t'nSarA- r'�' N°�a' ^&v:�,@. r ,c �h.�.�4' .-,:,.3H .; r, •A ', - . '' - :' .r:' ,- ' o n a 4i3 s s 3 R ' " - �M.. F '' I4• d ° ''' N ' 4, $ y , k • • • • • • • , c. ....._—_,_� . , U ..• - ' ... P - o f } ,� - -. .: .. 54.... 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Soo Parcel b3.3" 0D 1 Application # I ( b Health Division Date Issued \\ t k. Conservation Division _ Application Fee Planning Dept. Permit Feel Date Definitive Plan Approved by Planning Board Pig . Historic - OKH Preservation/Hyannis Project Street Address q 1 De Oi!Dfl I2DL1{.r+1 barns-table) MO Village Owner LQp i n e Address 93 DeQc or' COLT i*, Earns 1 e, Telephone 5o%-- 19(D— E003 , Permit Request fl house L� I ',1 Q6-G red -Furnace k) h Stitch S 6+em !-1- AG L., 1 Square feet: 1st floor: existing proposed . 2nd floor: existing proposed Total new Zoning District _ Flood Plain Groundwater Overlay Project Valuation POI 0 D 0 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 r_, --3 Total Room Count (not including baths): existing new First Floor Room Count c Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ;'.. -71 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stOge: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing=0 nevi size Attached garage: CI existing ❑ new size _Shed: ❑ existing ❑ new size Other: 7 ' NDF Zoning Board of Appeals Authorization U Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) (� Name IA). Vernon hl I 1 i , Telephone Number c -0g_ `5 -' ' 1 oo 1 I Address 078 ►` , 1j.' i'6 Lcundin License # EI(.011 k. 0- 0 OLM MR 09669 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR J DATE II.- 13— 6 F-n t it - FOR OFFICIAL USE ONLY APPLICATION# u c; DATE ISSUED ' _ ' MAP/PARCEL NO. ,7 r i F ADDRESS VILLAGE ' r OWNER 1 DATE OF INSPECTION: FOUNDATION w FRAME INSULATION '. FIREPLACE ELECTRICAL: ROUGH .. FINAL ., • IPLUMBING: .ROUGH FINAL _. GAS: ROUGH FINAL t FINAL BUILDING • ' r DATE CLOSED OUT ASSOCIATION PLAN NO. • • IRE rph, Town of Barnstable •'• ' '3'' Regulatory Services EtAIINCUBLE.g Thomas F.Geller,Director • zbSP• �m '°TEor�ucc� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyanni ,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 • Fax: 508-790-6230 • • Property Owner Must Complete and Sign This Section Phok‘1_, If Using A Builder • P1Y1 • • I'. , as Owner of the subject.property hereby authorize • to act on my behalf, - in all matters relative to work authorized by this building permit application for: qi beacon Ow rf • (Address of Job) • • Signature of Owner Date • Print Name • • If Property Owner is applying for permit please complete the • Homeowners License Exemption Form on the reverse side. • • ' Q:FORMS:OWNERPERMISSION INSULATION CERTIFICATE IC-1 /6 J_o,,, qv')e9 Celaews/C‘`e / 14: s.s ,Y 2 • 3 I. Number and Street City County Subdivision Lot Number Description of Installation 1 ., cD 1. ROOF • Material Brand Name E2 .._ Thickness(inches) Thermal Resistance(R-Value) 01 - w 2. CEILING Vzt Batt or Blanket Type Brand Name -=m :.rs a �Thickness(inches) Thermal Resistance(R-Value) y ,..., Loose Fill Type 6 G0„`Ge-SL Brand _ 0/2 Contractor's min installed weight/ft2 /- 3/ lb. 2 Minimum thickness /3 ' ' inches�'"1 Manufacturer's installed weight per square foot to achieve Thermal Resistance(R-Value) /- 9'2, 3. EXTERIOR WALL Wd Frame Type A. Cavity Insulation �` Material s e"l2(G�s l/$ Brand Name G(1,-N5---i ' itl/ -J Thickness(inches) j'/a, Thermal Resistance(R-Value) --Z/ B. Exterior Foam Sheathing /-)3 c/,,,c Material /, 9 7 9 P- . .Q)J Brand Name >1TG,/S' Thickness(inches) Gf Thermal Resistance(R-Value) ?. • 4. RAISED FLOORS 44) Material r-ige—e6k/it � Brand Name /Wd1 k(/6, Thickness(inches) 9 , 5- Thermal Resistance(R-Value) sib 5. SLAB FLOOR/PERIMETER Material Brand Name Thickness(inches) Thermal Resistance(R-Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R-Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings(Title 24, Part 6,California Code of Regulations)as indicated on the Certifica e of Compliant,where applicable. Ag/3 V �j. i — r�D l7 /le' �,•trsaL,gTv-/��' Item#s Si nature Date Installing Subcontractor(Co.Name)OR General Contractor(Co.Name)or Owner i Item#s Signature Date Installing Subcontractor(Co.Name)OR General Contractor(Co.Name)or Owner Item#s Signature. Date Installing Subcontractor(Co.Name)OR General Contractor(Co.Name)or Owner 09/16/2011 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 8U11 nINn,, r,s-. / s0Q Map 3 0 b Parcel O 3 a- O o . P , Application;# Health Division JUL v 2016 Issued Date ' 7�t..Ia// 1 Conservation Division TOWN OFBAApplication Fee Permit Fee U(. '0( Date Definitive P- kproved by Planning Board Historic - OKH a'LO Fvw►p► .. S C.Pfr Project Street Address ` 3 o�4 o (io w rfi Village f-S a r N 6 Owner r t a ri 4- 4 w4o Address P t°J'Tl oi d2 P ¶3 r-(( Telephone 'l o I- 5`a s`- 5/0 1 r Permit Request __,-,, f - r- r I 6 k c� ) o v -c e'¢'c.t- h 1/4ZX 0-0, 7-e- Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 7,3—O d Construction Type Lot Size Grandfathered: O Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure C 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 l_new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil Electric ❑ Other Central Air: 114 Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:gl existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal #_... Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 6r- te..A ep �c c C r Telephone Numbers "� aZ yD/4/ Address P 0 v d2 a e License# 613 r a r n 5 is 4`-t Home Improvement Contractor# Email o u. ✓i e r u' 3 ,/f D L- e-o "I Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE / ��., j ( r,� DATE ‘A.01, /4 FOR OFFICIAL USE ONLY APPLICATION # • DATE ISSUED ,MAP/ PARCEL NO. • ADDRESS - VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION • FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. . Tom of Barnstable . • • Regulatory Services, . oFIHE rg� Richard V.Seafi,Director . .w:W*. • . . Building Division. . . • t• -' •4- F Tom Perry;Biu7dmg Comm imeir7nr r S -ar. 200 Main Ste, H9�s;MA.0260I �Ym www town.barat T1Tr i u, • • Office: 508-8624038 - Fa= 508-790-6230 • . owrDEaracE ON • . czscPzmt An. 6I� / t. •pl 1 on l.�es �•.c� ar vt 6tabI-r 3 mac . JOB T M n rr s tea' . Y a16s"aY.- faN . r ►ewe,. -t- ►�.a w►c�n a3 tom.VG '� . h =pho c# maskphoncf z A�NGADDRESS: P O o — P -3 Q pie, o p A ut{ ,rt /el% e aG 3 4, CURRENT . . rip code • the Luur:ut exemption.for"homeowners"was a ctendedin mchrrir owner-occupied dwellings of six=its or less and to allow ' homeowners to.engage an md' . naT for birewho does notpossess a_license,provided fT,atte owner ads as supervisor MIFILD71014 OF HOMEOWNER. P eson(s)who owns a parcel of land on which he/she resides or•h,tr',rig•o reside,on.which there is, is inten rler1 to be,a one or two- family dwelling.attached or defarlue strnctmrs accessory to snrh use and/or farm strnetares. A person who constr ds mare than one ' home in ativo-year period 0-17l1 notbe conside 3.a.bomeown Such isomcawnez'cT,aTl snbmrtin the Building Official on afora acceptable to the Brf1r3rg Official,thatbc/she gT,aTT be responsible for all such work performed nil:1=f=brald ypexmit (Section • 109.L1) • 1 The r n im-ci gT rli;homeownd'assumes responthbfdy for campTtanrr wi h.the State arilr1mg Code and crierapplicable codes, . bylaws,roles and regulations- - . • The undersigned.`•`ho•. wrier"certifies tbatbe/she understands the TownofBamsfiable B'mldmg Department minion=inspection ,•0:• and -•i..• ,-.•ag•: aniithathc/shewillcomplywith saki procedures andxeq ac tL �___' . . • • • Appra al efBm7crEag Of5'c al • • Note: linree-family dwellings rzir' Tn5i g35,000 cubic feet orlargerwit1beLoyuI 1Ato comply with theSiateBrrilrii„gCode Section f27.0 Car stradion.Conner. . • HVICEOWNEWS KEKIABIIDINT The Code states fh af- adiny in saeowner performing work for which.a Irmr-Triing permit is required shall be exempt from the provisions of this secfion(Secfion 10911-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." . • 1lZany homeowners who use this exempf na are tmawar•e.that they are acsmiling the respoasibiTi ies of a supervisor (see Appendix Q,Roles&Reanhthms for Licensing Construcfioa Supervisors,Section 215) This lark of awareness often. results in serious problems,paz-6enlarly when the homeowner hires m+i iced persons In finis one;oar Board cannot . proud against the-unlicensed person as it would with a licensed Supervisory The homeowner acting as Supervisor is ultimately responsible. . cafes as part of the To ensure that the homeowner is fully aware of his/her respoasibiftiies,many r�4 permit apl,T;ratinn,that the homeowner certify tbatheshe understands ran de the responsrhffifies of a Supervisor. On.the last page of this issue is a form core tly used by sci eI towns. You may rare t amend and'adopt sack a.formfeer tine for use in. your cocoon Ly. • • 1 • CIATZEBTLESZCBLIMEalcringp gESS.doc Revised 061313 . N 1 u. roil, Town of Barnstable y "'� Regulatory Services • Richard V.See,,Director • • g' ``�. Building Division • TomPerry,Emil ;Commissicmer 200 Main Sfreet,Hyarrms,MA.02601 • _= whew to eniarasiab_____ s ' Office: 508-862-403 • Far 608-790-62 0 • Prager�.y. Owner Mist . : ' Complete and Sign.This -ction • 14 • • If IJsitKrARails • • • I, - ,as Qwner of the subjectpropeY Iaretiy audio=ize to act on mpbPl;2Tf, ' • • • Ja all matins relative to work- •.:.0347Pr1 •yr�Ta brading permit application for. , (• ■ • s of Job) - ``` • 1-'00lfences anti alarms - .- responsibly of tile applicant Pools are not to be filed or ' -d b ore fence is instp11&d.and all final •. ' inspections_are perfo L..-. a nr1 -. -p• . • • • . • • Signature of Owner S - of AppTirrrr • • Print Name / • Pant Name . / • , I. • Date . . Q :owr�EK�,ETeoors • • Ie�<'en C mot: ONulIwa3d and a3211110ad Sad S3WLLVNOIS 11106 31V0 1N3141121dd30 32:11j \�� c: � P� 31d0 1430 ermine1 8 011%\6 J //i/7# SO- 03M31A321 SH01 313a SNOWS �o,,,,0 ,J .�Or , f~S /7 /'` Op 3 J.,-,. .-- Fro r\+ —-- 28'-0" GOLEMME MITCHELL / / ARCHITECTS, LLC 19'-6° 8'-7° / / 2 %,towg:...,5 .RESIDENTIAL I E4Ys"X 44Y2°R.O. f 'itTiv.., g G.C.TO V.I.F.-\g_I a,:l 0 HOSPITALITY \ \ \ \ 71 al a I *CORPORATE • • --•- 4? WORK BENCH , . : r9 i ' 6 4 'COMMERCIAL J , l io 1 k4 6:. . et_ I • ._ 1? '—"--— LVL II 0 , 6 WILKINS DRIVE: SUITE 210 HEADER a D f:, , 50E1-SO9-3509 .,- 303"X 57Y2°R.O. 1 PLAINVILLE, MA 02762 4•••1111•4 4.-6° 23.-6 Q.C.TO V.I.F. , I . , • 0 z_':-... ii- e . b b • to \-- -11.3et 1 i 2—CAR GARAGE , . -,-- cs, e I . . 1 . , 1 0 — b '1 1 \---' I— — /7—Er-cr X 8'-0'0.H.DOORS \ , . W/3-2X12 CON11NUOUS ; I I , HEADER ABOVE 1 — —1 I. T_.......... -- — --.---- — -IIII \ \ L. 1 136."'- 28.-0 / T-3" / / 1 t 0 FIRST FLOOR PLAN 1 . „ ALL CONSTRUCTION SHALL COMPLY i WITH THE FOLLOWING: 1. 2009 International Residential Code for One 1 and Two Family Dwellings. 2. 780 CMR-MA Amendments to the 28-0° / / I International Residential Code. I3. WFCM:Wood Frame Construction Manual 2'-0 24.-0 2'-0 I for One and Two Family Dwellinge.2001 ° ' ° 4 Edition. 74 Manuel .,........,......i ' ','.7.e :`,'''' . '42-"--:.,A.P1-..4,,46---, . 'f-./4,-- -",., ,..,,,V*ry S-0.:7tlit-t-r,,,147.10,7%.,„9,--. , -...-a,v9., , ',',.' ^ `'',7'.',17..',",Z•10 •••-'''"?7,','""r''''' '''''—• ., , ----• • , . • • - 1 -. • , . 1 7 P / . fl . ' • • • • .1. * 0 1 , , I 0 • ' . ••.1 1 / , 1 i . TOWN OF BARNSTABLE BUILDING PERMI$;4PF3xCATION Map 3 0 0 Parcel 0.7 -2) I . Application # 87D 1 S 6 7 7 1 0 - Health Division Date Issued 1I-2S— /S Conservation Division Application Fee 6 Planning Dept. Permit Fee d Zo L;! • 0 O Date Definitive P - Ap roved by Planning Board . Historic OK \� Preservation/ Hyannis Project Street Address q R D l -to"- c r.F� Village l Owner r t - ,,.n ter-Address q 3 Pe4e -ePal &E..rIC Telephone` 6^2 �� %eV 1 1 r- Permit Request i ,-il,:`e-ii eel_ a. r�.0 7er f /,. Square feet: 1st floor: existing proposed 9 .. '2nd floor: existing proposed Z Total new "Zoning District Flood Plain Groundwater Overlay Project Valuation 70y c 0 e Construction Type Lot Size 113-iS .,. 9 Grandfathered: U Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure f if/ 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 r-i Total Room Count (not including baths): existing new First Floor Room Count `. -5 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other '< tin Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood oal stove ❑V ❑ No Detached garage: ❑ existing ;new size_Pool: ❑ existing ❑ new size Barn: ❑ existing C]'ne size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: 1 c sv r- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' ' Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ,2 Name i�l A r-e--/ Telephone Number L e2l-- 67 y"- l Address o t p License# g3Oe 9 e t pA_ 6tirt 36,1*-A-tshai i Home Improvement Contractor# Email 36 ik..v ter.d'5 ,12,.-i&o et- Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR - 0.0-g--....=._ DATE di 1,� :,5 • FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED • _MAP/PARCEL NO. ADDRESS VILLAGE OWNER , • DATE OF INSPECTION: • FOUNDATION FRAME INSULATION FIREPLACE �ELEECTRICAL: ROUGH FINAL �.�PLUMBING: ROUGH FINAL GAS: ROUGH• FINAL f FINAL BUILDING { DATE-CLOSED OUT ASSO 'I*TION PLAN NO. t. t 7 ve .,--- ' Town of Barnstable ' Regulatory Services ro,Gy� Richard V.Scan,Director ' ass, g: 13uildin.g Division t R iris- ra.z s Torn.Perry,Building Commissioner 9� z6 34- 9. `a�' 200 Main Street, Hyannis,MA 02601 • ,o midi' www.town_barnstabIe.ma.us • Office: 508-862-4038 Fax: 508-790-6230 - HOMEOWNER LICENSE EXEMPTION / J . Please Print DATE: I e/3e??/1 ` JOB LOCATION: "� 7 ' 1/ zee r �.� kC �j� 0.e.1;eils t®4, number t FiIIage HOMFAW1dER : f`le,r ) AOPt7D,1or Z Gr /11-,5-77 . i/Af . home phone# work p'lionc# CURRENT MAILt G ADDRESS: /p b e ) ,f�-, K �r��j _ __r ..- city/town stale ' rip 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 indivirinal for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OR 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, Rita rhed 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 Mader 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_ ', . . - i ' ' The undersigned"b.om r"eownecertifies that he/she understands the Town ofBamstable Building Department minimum inspection proce es and re is andthat he/she will comply with said prone dares and requirements. Hsi ;iw; Approval ofBut7 cling Official . • ii. Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section T27.0 Construction ControL HOMEOWNER'S EXEMPTION The Code states that 'Any homeowner performing work for which a building permit is required shall be exempt from tile provisions of this section(Section 10911-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." e • Many homeowners who lase 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 caret amend and adopt such a form/certification for use in your community. ' ;,.> , Q:\WPFlLES\FORMS\buidiag pe mit fom s\ aR SS.doe • Revised 061313 ' t r sTo,,y Town of Barnstable 47 it . Regulatory Services y, ` * ZD :; • Tom Perry,Buildhg Commissioner 200 Main Street,H\y�is,MA 0260'1 www.town b• .`table.ma.us/ Office: 508-862-4038 Fax: 508-790-6230 Property Owner!' ust Complete and Sign ks Section If Using A B d :_r I, , as Owne .f the subject property hereby audio rire to act on raybehaTf, in all matters relative to work authorized this building permit ap• 'cation for: (Ad. ss of Job) **Pool fences and alarms . the responsibility-of the app.lic nt. Pools s ._ are not to be filled or r. -d before fence is installed and -11 final " inspections are perfo.••ed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date • QFORMS:OWNERPERIESSIOIIPOOLS , - -101(--/6 .a----?1-1 8 „„114E r Town of Barnstable *Permit# 't'� Expires 6 months from issue date *4, ss Regulatory Services Director Fee * anxxsTABLE 9 " Richard V. Scali,In i639. ♦� ATFD MA' 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 Not Valid without Red X-Press Imprint Map/parcel Number 3 00 9= 0 /L P rh' t' ] /. Property Address 3 ._c . e0 4 ,_tt" � ft � `�`� , 7 Residential Value of Work$ (6r'y o ® Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address gr't.... 1— /l s, ,..1 o n u % �t.1,;,,, `Z:,1,•v/,r- if3 eacei CoL. r74 Contractor's Name / Telephone Number Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) ' .q �,�., 21 Brf ii a simeNvzo ❑Workman's Compensation Insurance Check one: MAY - 1 2014 I am a sole proprietor /0 I am the Homeowner I have Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name • Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to 1 - " [' Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) Re-side Replacement Windows/doors/sliders.U-Value d,30 (maximum .35)#of windows .--- --#of doors: 7. ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical& Fire Permits required. *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: . Q:\WPFILES\FO uilding permit forms\EXPRESS.doe Revised 061313 r- „,,..._. f JIP ' ii oFsHE Town of Barnstable //�' ,K.i/ y°' Regulatory ulato Services + BARNSTABLE, Thomas F.Geiler,Director 9 • `0�Eo;90k`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 HOMEOWNER LICENSE EXEMPTION Please Print , DATE: _ JOB LOCATION: 3 /-CG C®A ed4Go.” e/'/fJ/'al1 number., street village HOMEOWNER": 3P 1 Ceit 3 u v 1�� v i S I ` yg/i name ����/////� nhome phone# / work phone# CURRENT MAILING ADDRESS: / ©2C�7C/ r4V- cit itown 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. DEFINTTION 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' r"certifies that he/she understands the Town of Barnstable Building Department minimum inspection oce es and r uire e and that he/she will comply with said procedures and requirements. 4 iature of Homeowner 1 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 Iast 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. e ) C:\Users\decollik\AppData\Local\Microsoft\Windows\Tempora y Internet Files 1ContentOutIook\QRE6ZUBN\EXPRESS.doc Revised 053012 it • OF11iE rqy Town of Barnstable ti� 4 , 'f,‘ Regulatory Services 9 :STABLE, Thomas F. Geiler,Director �' ;o - Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 0260 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 - Property d vne, Must ` Co ,.fete and Sign his Section , , If Using A uilder �- \ ` I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorize. ay c: building permit (Ad.;.ess of Job) \ ‘ **Pool fences and alar s are the responsi.' 'ty of the apphcant. Pools are not to be filled or u ized before fence is i stalled and all final inspections are perfor ed and accepted. Signature of Owner • Signature of Appli nt Print Name Print Name .;Date Q:FORMS:OWNERPERMISSIONPOOLS 6/2012 �4'# , /V/ 0 / Assessor's offimace:(1 st Floor): um ..gg ® O SY M MUSS.LE c� To Assessor's map and lot number c_.7G�'-', •3�'Qo/ �ti'„. TH E tr� 5 �,� *o Board of Health(3rd floor): / n c, �� ' '����CiO����i� �'t� e���`�`� Sewage Permit number C, a/ ._D ci �� WITH TITLE 5 Engineering Department(3rd floor): t. 93 ryl ,-,. ,„'4'? �m p = BABdSTABLL, J House number 173,4111 RECULATION:b A'o rav ale Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only . TOWN OF ;BARNSTABLE BUILDING - - INSPECTOR -2/APPLICATION FOR PERMIT TO build addition CJ�' _ I 1-- TYPE OF CONSTRUCTION wood frame 4 ' Jung, 21 19 89 I TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 93 Deacon's Court, Barnstable Proposed Use Residence Zoning District t I, t - Fire District Barnstable Name of Owner Paul LaPine Address 93 Deacon's Court Name of Builder Cape Associates, Inc. Address Drawer D, North Eastham eSgt"! 110 Name of Architect ---- Address Number of Rooms 2 Foundation 10" poured Exterior W/C Shingle Roofing Asphalt Floors Carpet Interior %z Gypsum Heating FHW/ Oil Plumbing 1 Bath Fireplace Approximate Cost $20,000.00 Area 512 ' Diagram of Lot and Building with Dimensions Fee O OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. e Name N ����.�� . Construction Supervisors License ,Oc_. CL7 ' LaPINE, PAUL • • No 33019 Permit For Add to Dwelling Single Family Dwelling Location 93 Deacon' s Court Barnstable Owner Paul LaPine x: Type of Construction Frame Plot Lot Permit Granted June 2 8; 19 89 Date of Inspection 9 / — 19 x Date Completed / c5 19 ` ! (i a t;' u i . , w uv' y R s t.. 1 1 . . , . . i . I . . ._.. . . .. .. , -. . . TOWN -OF BARNSTABLE.. ..f ..I. - Nulling Inspacten VeilartmaL ilIIIIIIIIMIIIIIII. • • . . . 1 1 I 1 i t ' . 1 II 1 . . / . . . • , . . , - . - • * I . . I , 1 i 1 I i 570 ehee)e...0 -C,. _ 1 .::I N•0 R , . •. ..,\,4) '-- \ • N9 . pi N . ..... . ,. .., 1 i 1 . ,•,e.e-s,,,e.,,, i i r ' .. . I \o„ I i 11% i i i N -- lq 0. —1 Y. / E-- • ., i 1 i . 1 , 1 , \ .1 I.. .._ . 1 I • . -,., ' 0,-.0.- . ! ' i .., .... - . .„ ,. .. . • A , ,, , • /0 --...-. .. — ..„ ! .4, 1 1 . , I . . . . / . i • • I . . . . 1 . . 1 , . 1 /....__ 1 _ I , ___i_____ 1 ! _ . ... _ ........ ., ...... ; .__. _ . ... .._ . . ; . .. . . _...___. �, 1 .__.^ . . 1 ._..__._ , . .... ... _ .. .. 1. , . . , f- "f . . ._.- __ . J J E _ • A ' 1 Z / • J -, • W I- 2 S a 0 a r 0 . a o a Q. i usI E a 2 — . - • ... • i . A. : • • I . . k. . ,.. . . .c .. •. . . r. ! . . . . •.::".... Y,,,‘ • . . ,.. . . • . . , • •, - • . . . . . • • . . • i ; . • . . : . . . . . • • .,, . I . , I '' .1'.1 .1 3'4 1 ,.''. .. :1 • .. • .,, A.. i .• . • . . . . i . .• . . • .. . . . . , I . • . , . . ,. . ' . . . . . . . e .„• : z . _ ____ .___.......... .. 1 1 1 • • • • .. .. . . - •--i-.I!: . . . . , . . . ..„.„ ... : .__. .• 1 • _ I i i . . ....____. I I .._..... ..__ -.4...A- !..,-..:.-• .... ._... . . ._...... ... . . .. , . , . _. . . .1..___ . . . .. ,. . . . , . , . -,.....4.f--.....-....'....-_,:...--- ,........,..,.,. • . .. . .. . / 1.---.'z • 1.-//1-?../ • • • TOWN OF BA RNSTABLE Permit No. _____ 2h:._ (1 DW�. .I; Building inspector Cash l sf OCCUPANCY PERM IT Bond 4/(/S." Issued to Wendy Swift Address ,1•S T,1C wiring Inspector Ut • / - Inspection date f( Plumbing Inspector !/ Inspection date Gas Inspector j Inspection date Engineering Department ���' Inspection date Board of Health Inspection date TIIIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. / 19 _._ _.... Building Inspector r - s fi" 3 U G — 6 /® L f� .ID3 A h .e.. 41? K bI- D. 9`�3/� �cssessor's map and lot"number ��� q p*THE). p 5 °" ,/t-3/'L- A�.. eWQy :�� �`o4 Sewoge Permit number �Z� �� � s .�..��,.:. q i BASIST/LEL i House number ! YAlL r ,s�i639' � . TOWN OF: :BARNST RLE cor k , icE WITH TITLE 4RONMENTAL CC.;DE AND BUILDING INSPECTu WOWN REGULATIONS APPLICATION FOR PERMIT TO dea TYPE OF CONSTRUCTION ��/f2: : 4,5;e4 • ..s.�4 '� e 19: .?.. • TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .O1 �c C �c2'�-�7 66/9/e' i<52; Proposed Use .s.,/' 6/ ���"�✓�'y Zoning District Fire District Name of Owner za /fiel , J4)445? Address ./) Mi-•S '� Q 7 6'' Name of Builder'Z.s.1./ ✓✓�' c�litl��`'' Address de -Qc fit .'. r9 Name of Architect Address Number of Rooms Foundation ✓..' h'O&"r '0 Exterior Roofing ,�J�r��✓` 4�� /cam C9A ' ./ Floors �l� � Interior I?, ..5,� �'-� Heating :-/7/ 7(2.2 . Plumbing ( Fireplace .Approximate Cost OD(•-• o00 Definitive Plan Approved by Planning Board 19_______. Area 8. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH � ; q/72-c_ • OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regar ing the above construction. Name..,,,Z4///--1-/-iI7 ,®. Jier 003 i ......, 1' SWIFT, -rd=1:=1=121 WEAWY . ....$' `.• 4 3 9 7 Permit for 11/2 Story • No( • . , .Lataily...D.w.ellingvi -'' r i • . .... ' . • fr- 4,90F • Loca on Deacon0 Court 1 A t t••••• , , • r • . . . : . .e• r.. — . -. / Barnstable Willia/Swift ' ... " C• Owner I : .., .,, . , if,'• Type of Construction Frame • ,- 7 , .. s. , . I` . - • f • „ . , • # . • . . ....f Plot Lot - .„. t . . ...- ,..., • •i i u.• . . . , Sept. 23 fl '1 82 .' .. 1-, Permit Granted ' 1,' -19 ' • ,, • -/ • Date of Inspection •- •19 ,f. • e : ,... . ; I., • a ,•• .. 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SE G t Y K4 Mart /0 .a0 4u PIA. e. T , , AROip }N ATE tM/EtZT PIPE l:, �. lea3_44 N.' •.0 y b - ? GAReAeE GRtt4DER - 2cc3'MrrJ Varro,41-0-r jl 3Y5TM c 1 A 1 L • •. •DES IG� �..,t'T '``t'�'C�1�i�5►: . . •SEPfl SYS r M coN eTl2 U floN , 5 ALL GO�IFi3R/Yt'TO THE MASS. . rt�° NUM• OF eASO . N, : .,..:3.,.• '_. ..... �{ sNsit RONmeNTAL. C-PS 'fi'R.E?C 4w •Rev 1'?Et3 7-1-77 ly'114E 1Wrt is 03 0• '33 c G• 00Ago of' la ►4.I1•4 +Reit4L.A?IontS i.er D -giG' t l FLOVt/ �...� _ ..._ fNo 2 1°*-1 . LEACMLt4c RATE • '42 r.1�.'i a SErni G•-fA•144 7 0!erg 1 TivN p0)! `•,. "''t• f r -- AN 0 t. A4M.Wea..PIT. -to oS of r ,-Y,4`-11- R SG? �. LF.AGE-�, �AcPA � ; ;Q G, + • Mow, .cOr c.avre a Nci`M 3oaomt PRovoSED LEAG14_ P rry --_556 a &is. •E. it 20000 f: i 2•s f _�� s f . ltatiN 1 ..,4,,' . , , '''', ' ' ,„ vv zR oTeM 4its4 t , 20 ., :;. s � :`. 4. I LOCA1'�ON-., , ,E>�t,i '`.4 '; • 944. `' `�' \-- \ ,vet ALA- Pi ' To tie VAT '. 4 NT , , „ '' i elrIA/4 s�.0� . 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NG INE!RINGis":, : • GoRT • • l P� Ti- t A C /A . _ . . .„ 1) Nts EXTERIOR NOTES: I GOLEMME MITCHELL ,, I4 ARCHITECTS, LLC •VINYL SIDING AS DEPICTED "�' �,'M f Q r yy •REFER TO ROOF•REFER TO DING SECTIONS FOR ALL EAVE&CEILING FRAMING PLANS FOR ALLIS t 'a�if�i4 OF e r'`c9�/'W LE `' o RESIDENTIAL ROOF PITCH AND RIDGE VENT LOCATIONS ,use o HOSPITALITY •FLASHING IS REQUIRED FOR ALL ROOF TO SIDING 0 r,#q, CONNECTIONS ,�,r 1ffttq M Orr: ,,� 000RPORATE •GABLE END AND EAVE OVERHANGS TO BE SPECIFIED ,. _ 6 ,a /—� /._ BY GENERAL CONTRACTOR S T 4-. s k •GRADES WILL VARY AS PER SITE CONDITIONS CUPOLA BY G.C. +- CUPOLA BY G.C. _ - i i s C O M M ER CIAL I ,.v maa�.roe�s:�w �x+a .�un.�avmm �9 Y2-V - _ -. 9Y2 � -3.-- - __ _ III IA�.In PLAT SCAl B B019 SUITE3509NVILL , MA 762 n ' Im.. _ _ _ -- afminmmmm�nuili, _ Iill .161 11n I1maI1111mnmu1m1nm1nmmmllILIIMi In, - 1 1.1 �1j MO MI .m.111n1I mmimmminMmm n af I11 1 ------------------ --- ' J 41 1tmr n !17.17101191r nI1 1 11 1 III 1 B I e I _I - p1I IJ f i I I 1 1 I. III 1 .I I In € I m l 1 1 1 I II �i�naran n 1�11 0-- '_i" ! -- U D D 0 nm moms I I all�lulllmnmns ulmmmlalmu 1 11111.1111111 mmlW11n1 nIMIII MImn11m Sn�linHii 1 M1.11m11N1SIMU MI fIIIII II 1 II�IIImmin D s. D •D T D main um u1 n�nmmlmn Iminmm 1 n�1� �n� 011�n_ I 1_m 1 Lmm - pp i �.1'■' ■ I I n 1„cr.I L l Litii �p�-� L �f �J re 1_ F- . F— IJD ' t] ® ._ n l a 11 a uil n nn u l n nli u i l it 11 null n i �u�I I I g ll II-J 1l- i °e FRONT ELEVATION 1 i RIGHT ELEVATION 1 I 1 1 1 1 4 1 O IO 1 I I L. ,-.1 _, L J L J 8 ALL CONSTRUCTION SHALL COMPLY i WITH THE FOLLOWING: • 1. 2009 International Residential Code for One 1 and Two Family Dwellings. 2. 780 CMR-MA Amendments to the H International Residential Code. 4 3. WFCM:Wood Frame Construction Manual i for One and Two Family Dwellings.2001 1. Edition. 1 4. WFCM:Wood Frame Construction Manual I $ guide to wood construction in high wind I £ areas for One and Two Family Dwellings.# 2 5. Prescriptive Residential Wood Deck /\\ ConstrucE on the 2009 ) 5 ��- T Intemetiotionn ResidenGuideti(al Codasede.) CUPOLA BY G.C. ''P • 1 CUPOLA BY G.C. P ---- BOUVIER 1z -- - - V. _ GARAGE ADDITION Ll LI ■ III 11 1 l n bp = I1 ICI m 1 1lI I1'I L _11h, - 1 93 BEACON CT.-�I I1 �a1�I�,,, Ili_1 i -1 Li��i n' awl _ 1011�111� �41p111lily In1�in IIIIn1111inpi BARNSTABLE, MA l.11_~L-L-1. u _ _ill. I,L, m11I 1m1I'ip111P inro m n 1111110011111h..`��ul��m iii 1 11 1 I n 10• +, 111I1�,;mIM wlul m1UM 1 uiii '�'9lllil. 1 ��II������M����IN�■I�Ii`` IMI�1 I � _— r / Il�il� II� I lli 1 iI'ii�, BUILDING ELEVATIONS _. _- �Ih41 II�IIn11lIm1111n1111Y1��rl j I I I 1 1 I- , L_, 1Ili a In 1 1 Iun I I.mn 1m m m11111 111610 III d�i�ii�ln III III n11- n- 1 I 1111 I1 I: • IIII a Ir mind 1 m 11�lux I 1■1 p I I�I j mmlumu III u um' flm�ln'm1 lum l nmmme IIm .. ,, 6I.I- _I T I� 1- 1 l 1 .1 1 - Ile 11 t 1m111 I 1 11 il 'III�fl111N �1 I d It_u_ 1 1 I `' Y I m�i1 mom n n II Im I 14 in I I 1 I 1,1 1 1 1 I l i 4 ; 1 I I i In 1 Lr tI 11 1 I I I 1 p 11 11 11 111 1 Ii g I I n■ J_1 1 1 I I I 1 i J �1 I 11n1 I 1Kitt11 1 ! ' i 1 n L ill n I Iml 111 I� 1 n I.u_ . �._I 1.'- Date Revisions I�I��� i1�I ',NH t N1 nm E - 1 11 IIII io I_I n - m 1 m m1 III DM fill n �i r ml n ■ I ' I- ) 1 I I` I nln n I�nnmpmim a !hi. 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CO I ,l • • GOLEMME MITCHELL / Ze-o / ARCHITECTS, LLC / 19'-6" / 8'-7" / r o •RESIDENTIAL e 54Y2"X 44Y2"R.O. 6 -____ G.C.TO V.I.F.�O •HOSPITALITY DOOR SCHEDULE \ \ D \ \ \ XXX5,?0,>00000 >a \..xi000: \ \ r s tiK »'' MODEL CITY _______Jo __________________--___ 3Xkk"A75,rxXxxxxxXxx X"i,�. x I k fit t eeM 1 2,8'X6'-8'9UTE 1 $ t0 WORK BENCH a" •CORPORATE I '4 a 3 e WINDOW SCHEDULE I r -` I co �a •COMMERCIAL TYPE MODEL OTY ROUGH OPENING V I i -� r J 4 N LVL b O 6 IILKINS PLAINVILLE, M SUITE 210 Zi) L_J FOOTING BELOW co 0 O `� 30Yz"X 57Yz"R.O. 508-E{09-aSDe A DOUBLE HUNG 2446 5 32X"X57 y" ,- i D. HEADER -mot B SLIDING BY MANUFACTURER 1 54 X X 4414' 4'-6° BEARING WALL '- ABOVE / / - G.C.TO V.I.F. C DOUBLE HUNG 2445-2 . 2 5B 41 X 57 is, 4'-6° 23'-6° 1 -PROPOSED WINDOW SIZES AND MODEL NUMBERS \ t7t _ • h 0 ® I SHOWN,FINAL SCHEDULE BY G.C. -G.C.TO VERIFY ROUGH OPENINGS WITH MANUFACTURER b 's z z PROPOSED b >~ PROPOSED \ 5 "I?-EXTENSION JAMBS REQUIRED FOR WINDOWS LOCATED 6io O w a) m IN 2x6 AND 2x8 PARTITIONS (NIQ FOUNDATION Cs/ b 2-CAR GARAGE r CV \ -SLOPE GARAGE FLOOR SLAB TO OVERHEAD DOORS AS REQUIRED to N -MINIMUM ONE LAYER OF FIRE RATED 6 �41 E DOOR TAG(SEE SCHEDULE) GYP.TO ENVELOPE ENTIRE GARAGE o e toi O WINDOW TAG(SEE SCHEDULE) ' 0 I b v I,) ai O PHOTOSENSITIVE SMOKE DETECTOR I I QC COMBINATION CARBON MONOXIDE AND SMOKE DETECTOR 9'-0"X 8'-0"O.H.DOORS 10`CONC.FON.WALL CD iO 2" O 135° HEAT DETECTOR ' W/3-2X12 CONTINUOUS 1 L J HEADER ABOVE • . 0 FAN/LIGHT \ \ L___I I I I_-- \ \ - L r =- - - -_�` \ \ 11&k'X.24S2R1 NEW 2X6/2X4 WALL PARTITION /2'-5"/ / 3'-10" / /2'-5''/ / T-3" / 13'-6" / T-3" / 6 CONC.OPENING CONC.OPENING IV///////,I LOAD BEARING WALL 28'-0" I / • 28'-0° / / / FLOOR PLAN NOTES: O F I R 5 T FLOOR P LA N •3-2X10 HEADERS ABOVE ALL EXTERIOR ROUGH OPENINGS O FOUNDATION PLAN UNLESS NOTED OTHERWISE.REFER TO INTERIOR/EXTERIOR HEADER SPAN CHARTS. I ALL CONSTRUCTION SHALLWICOMPLY •CLOSET SHELVES AND POLES BY G.C. WITH THE FOLLOWING: c 1. 2009 InternationalResidential Code for One •2X6 EXTERIOR CONSTRUCTION. 1 and Two Family Dwellings. 2. 780 CMR-MA Amendments to the •SEE Ni FOR LIGHT,VENTILATION AND HEATING NOTES. 28'-0" International Residential Code. •ALL LUMBER SPF#2 OR BETTER. / / 3. WFCM:Wood Frame Construction Manual 2'-0" 24'-0" 2'-0" i for One and Two Family Dwellings.2001 INTERIOR STAIR NOTES: 8 / 13,_0° 13'-0" / / / 1 / Edition. 4. WFCM:Wood Frame Construction Manual • MAXIMUM 8 1/4"RISERS c il guide to wood construction in high wind •MINIMUM 34"MAXIMUM 38"HIGH HANDRAILS 2x12 RIDGE W/CONT.VENT 2x10s @ 16"O.C. areas for One and Two Family Dwellings.# •MAXIMUM 4"BALLAST SPACING .# 16'-0"STOCK ,�„ ax„ \---45. Prescriptive Residential Wood Deck • Construction Guide(Based on the 2009 FOUNDATION NOTES: ;/''�. 12 Intemation Residential Code.) •10"CONCRETE FOUNDATION WALL POUR UNLESS OTHERWISE NOTED. --�- a 3'- I DN 16R 4k Zn 9 �? p 2x1 Os @ 16"O.C. • .- / •FOUNDATION CONCRETE TO BE MINIMUM 3,000 P.S.I.IN 28 DAYS IN 7---_\-s-'' ACCORDANCE WITH MASS STATE BUILDING CODE 780 CMR TABLE . •. • - / 2X10s @ 16"o.c.a, in BOUVIER 5402.2-MININMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. it...-" -'�- 7' ,.• \\ 0 'X HALF WALL @ 42" .F.F. a •GARAGE SLABS TO BE MINIMUM 3,500 P.S.I. 2x10s @ 16°O.C. /tea 3-2x10 HEADER \,.. \ \ GARAGE ADDITION •ALL FOOTINGS TO REST ON UNDISTURBED SOIL. 20'-0"STOCK \`,T ri \ 12 •FOUNDATION WALLS TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADES. q�q e i,r-\� \\\a� 10 1 I i 93 BEACON CT. •6 MIL.POLY VAPOR GUARD WITH JOINTS LAPPED NOT LESS THAN 6"SHALL BE C /9i�I I a SECOND FLOOR \ .. �� I BARNSTABLE, MA • PLACED BETWEEN BASE AND SLAB. SEE RAISED ,� I I b '�' \ O __� L_ •GARAGE SLABS TO BE MINIMUM 4"THICK ON MINIMUM 4"GRAVEL. I - w HALF WALL �\a`\ PROPOSED F •BACK FILL SHALL NOT BE PLACED UNTIL WALL HAS SUFFICIENT STRENGTH. EAVE DETAIL i I I 12 \ •DRAINAGE SYSTEMS TO BE PROVIDED AROUND BOTTOM OF FOUNDATION TO BE \ • \Y 42"A.F.F. I \ � SECOND FLOOR $ FIRST AND SECOND DRAINAGE TILES,GRAVEL,CRUSHED STONE DRAINS,OR PERFORATED PIPES. b. •20"X 10°CONCRETE FOOTINGS WITH 2°X 4°KEY WAY UNDER ALL CONCRETE I212x6 TOP PLATE \ ENGINEERED LUMBER @ 12"D.C.' 4 —� v N i FLOOR PLAN, FOUNDATION WALLS MINIMUM 4'-0"BELOW GRADE. r •DAMP PROOFING REQUIRED FROM TOP OF FOOTING TO FINISHED GRADE. PROPOSED F C H FOUNDATION AND •TOP OF ALL SONOTUBES AND ENTRY LANDING WALLS TO BE VERIFIED IN FIELD 2-CAR GARAGE '. ----1r- i BUILDING SECTION 2x6 WALL @ 16"O.C. - try GENERAL NOTES: I I I I •OWNERS AND GENERAL CONTRACTOR SHALL REVIEW ALL PLANS,NOTES AND m BEARING WALL II I I I I SPECIFICATIONS PRIOR TO CONSTRUCTION. ,><.,; I 5'-0"KNEE WALL I Date Revisions •ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF _ X"� <xx°" x�""` ``"' `- \ ! g LA GOLEMME MITCHELL ARCHITECTS,L.L.C. P.T.[2]2x6 SHOE -°� r •GOLEMME MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL ARE NOT -' 1 3 Y2"CONC.SLAB H-� LIABLE FOR STRUCTURES BUILT FROM THESE PLANS. GRADE - I 1 a •G.C.MUST COMPLY TO ALL STATE AND LOCAL CODES,LAWS AND REGULATIONS 10"CONC.FOUND.WALL + FOOTING BELOW I I a •ALL DIMENSIONS TO BE VERIFIED IN FIELD. 20"X 10" - BEARING WALL ',` a $ • •G.C.TO VERIFY ALL EXISTING SITE CONDITIONS. CONT.CONCRETE STRIP .i O Lan '----'T� \�\ a •ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM GOLEMME FOOTING w/2X4 KEYWAY �J E S MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL IS PROHIBITED. MIN.4'-0"BELOW GRADE -f J / 4'-0" / 4'-0" / / 4'-0" / 4'-0" / •ALL ON SITE WORK TO BE OVERSEEN BY LICENSED CONTRACTOR. I# 0 •ELECTRICAL,HVAC AND PLUMBING PLANS TO BE PROVIDED BY LICENSED 8'-0" 8'-0" 8'-0" 2'-0" BUILDING SECTION 2'-0"/ / / / / CONSULTANTS. / / Scale: AS NOTED 0 •ALL PAINTS AND FINISHES PROVIDED BY OTHERS. SCALE 1/4•-1'-0' 28,_0„ I 11/24/14 0 •ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. / / Date: ui •EXTERIOR WINDOW CASINGS PROVIDED BY DESIGNATED LUMBER YARD. 1 Drawn By: JD m •FIRE STOPPING REQUIRED-SHALL CUT OFF ALL CONCEALED OPENINGS,MINIMUM O SECOND FLOOR PLAN a Checked By: CCM 2"NOMINAL LUMBER REQUIRED. 5 Job Number: 14144 to 5 m Drawing: C5 C A2 w GOLEMME MITCHELL a NOTE:ALL ENGINEERED FRAMING ARCHITECTS, L L C MEMBERS SIZED BY SUPPLIER OR r . LICENSED STRUCTURAL , = 'ENGINEER. � -dm: K' � c RESIDENTIAL CALCULATIONS •au�,.,,�.x PROVIDED BY SAME. ,�F "�3. r SUGGESTED SIZES AND SPANS e '' SHOWN TO BE VERIFIED. . °HOSPITALITY i ,: R 4 •CORPORATE 3 $r o COMMERCIAL �/ I' I // CEILING FRAMING NOTES: _ . — —- polo / \: 6 WILKINS DRIVE; SUITE z,O 12 �/ �' PLAINVILLE, MA 02762 \10 i/ ,/,/ 3* SOS-B09-3509 •SEE FLOOR PLANS FOR DIMENSIONS / 'I2,•20 LBS./SQ.FT.LIVE LOAD oleo II/ // // i I, •10 LBS/SQ.FT.DEAD LOAD 0001,' I / /0i //II, 1 •SPRUCE-PINE-FIR#2 LUMBER OR BETTER•SEE PAGE N1 FOR ATTIC ACCESS NOTES LVL HEADER 1 . 11 II 11 II III II ' 4/ i 2x Os @ 6"0.C./�/ / Al/ 8 LOAD BEARING 'l. 16'-0"CLEAR SPAN,18'-0"STOCK �� O ROOF FRAMING NOTES: WALL BELOW / / Ii co •RAFTER SIZES AND ROOF PITCH AS NOTED 0 /•/ / ,j -/ / 0 I .,.- •ROOFING SHINGLES SPECIFIED BY GENERAL CONTRACTOR / /0 '/ I�/ / •ROOF VENTS AS SHOWN / / / , II 0 12 •RIDGE VENTS AS SHOWN(SET RIDGE DOWN 2"FOR PROPER AIR Al // / 10 FLOW) 3* •WATER&ICE BARRIER COURSE UP FROM EAVEO COVER ALL HIPS,VALLEYS AND ONE I _// //I %.,// / / //. / Al �, i •EAVE AND GABLE END OVERHANGS BY GENERAL CONTRACTOR ENGINEERED LUMBER @ 12"O.C. _ �,� x lr 6 - \E$ •MINIMUM 35 LB SNOW LOAD SUPPORT • SIZED BY SUPPLIER illh, 112x10s @ 16"O.C. II I III � § •SEE TYPICAL EAVE DETAILS FOR ROOF TIE DOWN REQUIREMENTS ` ,OVERLAY II A 20'-0"STOCK 0 1 , a FLOOR FRAMING NOTES: RAFrE�Rs4 r _1 Jt d= _ •2X10 FLOOR FRAMING SYSTEM /" v� "` •2X10 RIM JOIST TO SURROUND PERIMETER OF FRAMING SYSTEM. I _U 3-2x10 HEADER _ 0 III 8 •SOLID BLOCKING ABOVE ALL BEARING PARTITIONS AND GIRTS. III U O U III I'� III U ° U III P b •CONTINUOUS BRIDGING AT ALL MIDSPANS. m O 6 - to O - r O Y -.io 0 - 5 1 •DOUBLE JOISTS AND HANGERS AS REQUIRED. III top _ N III II to Q P a F. III 1 •SEE FLOOR PLANS AND FOUNDATION PLAN FOR ALL DIMENSIONS. III -0) b II N m b I a •MINIMUM 1"AIRSPACE BETWEEN ALL MASONRY AND FRAMING. 1— to - If b ° III a • x i21,, II o 'x i:.i t °o _N9yt 12 / x °D 1N9Y2+ I GENERAL NOTES: 75ar J 1i 1° #a N) • r •OWNERS AND GENERAL CONTRACTOR SHALL REVIEW ALL PLANS,NOTES AND \ _ `" - _. _ _ [ 1 _ _ \ _ SPECIFICATIONS PRIOR TO CONSTRUCTION. `FLOOR JOIST BELOW `FLOOR JOIST BELOW •ANY ALTERATIONS TO PLANS MUST BE TAKEN UNDER THE ADVISEMENT OF ALL CONSTRUCTION SHALL COMPLY GOLEMME MITCHELL ARCHITECTS,L.L.C. DORMER WALLS DORMER WALLS 4'-0" 4'-0" 4'-0" 4'-0" / / / / / i WITH THE FOLLOWING: •GOLEMME MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL ARE NOT a 1. 2009 International Residential Code for One LIABLE FOR STRUCTURES BUILT FROM THESE PLANS. O FLOOR FRAMING PLAN ROOF FRAMING PLAN ! and Two Family Dwellings. •G.C.MUST COMPLY TO ALL STATE AND LOCAL CODES,LAWS AND REGULATIONS O 2. 780 CMR-MA Amendments to the •ALL DIMENSIONS TO BE VERIFIED IN FIELD. SCALE:1/4.=1-0" SCALE.1/4.=1'-0" 1 International Residential Code. •G.C.TO VERIFY ALL EXISTING SITE CONDITIONS. H 3. WFCM:Wood Frame Construction Manual •ANY REPRODUCTION OF PLANS WITHOUT WRITTEN PERMISSION FROM GOLEMME ig for One and Two Family Dwellings.2001 MITCHELL ARCHITECTS,L.L.C.,AND/OR CRAIG C.MITCHELL IS PROHIBITED. — _ _ _ $ Edition. •ALL ON SITE WORK TO BE OVERSEEN BY LICENSED CONTRACTOR. J 12 ----- _ _ \ 4. WFCM:Wood Frame Construction Manual ', •ELECTRICAL,HVAC AND PLUMBING PLANS TO BE PROVIDED BY LICENSED 4Fs--- ---• "-•---•- ----- --_"_:12'- _ --- 1 guide to wood construction in high wind - --- - - 3a= =� ! areas for One and Two Family Dwellings. CONSULTANTS. 10 5 5. Prescriptive Residential Wood Deck •ALL PAINTS AND FINISHES PROVIDED BY OTHERS. - 2009 •ALL SPECIFICATIONS TO BE VERIFIED BY OWNER AND CONTRACTOR. r — - -- - t t Residential Code.) he •EXTERIOR WINDOW CASINGS PROVIDED BY DESIGNATED LUMBER YARD. " -„-▪ _ A -: ntema ion Construction Guide(Based on t •FIRE STOPPING REQUIRED-SHALL CUT OFF ALL CONCEALED OPENINGS, - ---- -- --- - - -- _ MINIMUM 2"NOMINAL LUMBER REQUIRED. j2x1 Os @ 16"O.C. _._....._—@-_-_.., BOUVIER 16.-0"CLEAR SPAN,18'-0"STOCK - --�--- �_ — - -"-� -- - i GARAGE ADDITION —.2 .. _ _ '— 12 r 93 BEACON CT. 2x RAFTERS,SEE -3 10 BARNSTABLE, MA 2x RAFTERS,SEE / FRAMING PLANS FOR _ FRAMING PLANS FOR _. _ . .. -.. I. \ 1 /HANGERS SIZING AND SPACING H2O.5A HURRICANE TIES �•_• W II FRAMING PLANS SIZING AND SPACING 2x CEILING,SEE NT.2x6 NAILER ior ING AND WITH 10-Sd NAILS 5 IN H?OS HURRICANEFRAMING PLANS / � III III III III 1'1 117 -- - 1. '._- / �JI_Jt_1L_IL JI_ I= f I,,,, II [ ' , III - @ ( �I' TIES @ 16'O.C.WITH (? a Y J T.M U 4 N '__.-_ :�:- _:� II il 11 ii II I ._-= E RAFTER&5 IN PLATE) III 16-16d NAILS/8 IN �� O 1 O (./)y - = b i [2]2x6 TOP PLATE ,4. RAFTER&8 IN STUD CO 0 O li III _ _ I�![I ¢O o I I I II i I — - I I i I I II ch E FLOOR FRAMING,SEE 1 [2]2x6 TOP PLATE Imo,-_' ,�_a 12 I I II; I I - - III III - FRAMING PLANS FOR _1 b 1 _° I I I I I I' III 11 11 ` SIZING AND SPACING 2x6 STUDS @ 16"O.C. �° U rd1 U o III I I I I 1 I 2x6 STUDS @ 16"O.C. co .___ _.. 1 I _ Q Date Revisions cxv b I!I 112 - 11 I121 - ° r ���� rsYm11 1 �'10 I' III ea TYP. RAISED EAVE TYP. EAVE _ fl a O FRAMING DETAIL O FRAMING DETAIL O CEILING FRAMING PLAN a SCALE 3/4.=1'-0' SCALE:3/4.=1'-0. SCALE:1/4.=1'-0. O ROOF PLAN 1 SCALE:1/4"=1'-0° 3 Scale: AS NOTED O I Date: 1124/14 Z i Drawn By:�' JD a Checked By: CCM Z . ! Job Number: 14144 L. Drawing: L. A3W GOLEMME MITCHELL ARCHITECTS, LLC R603.9 Structural Sheathing.Structural sheathing R303 LIGHT,VENTILATION AND HEATING R506 CONCRETE FLOORS(ON GROUND) R311 MEANS OF EGRESS i r u RESIDENTIAL R311.7.7.3 Handrail Grip Size.All required r. 4.1 shall be installed in accordance with Figure R603.9 R303.1 Habitable Rooms.All habitable rooms shall R506.1 General.Concrete slab-on-ground floors R311.1 Means of egress.All dwellings shall be handrails shall be of one of the followingtypes or ,, ., ,,,„ and this section on all sheathable exterior wall shall be a minimum 3.5 inches(89 mm)thick for u HOSPITALITY have an aggregate glazing area of not less than 8 ( provided with a means of egress as provided in this provide equivalent graspability. I rO surfaces,including areas above and below openings percent of the floor area of such rooms.Natural expansive soils,see Section R403.1.8).The section.The means of egress shallprovide a 1.Type I.Handrails with a circular cross section CORPORATE R603.9.3 Structural Sheathing Fastening.All ventilation shall be through windows,doors,louvers specified compressive strength of concrete shall be continuous and unobstructed path of vertical and , edges and interior areas of structural sheathingor other approved openings to the outdoor air.Such shall have an outside diameter of at least 1/<inches g ppas set forth in Section R402.2. horizontal egress travel from all portions of the F„ c CO MER CIA (32 mm)and not greater than 2 inches(70 mm).If panels shall be fastened to framing members and openings shall be provided with ready access or shall 5506.1.1 Control Joints.Slabs shall be dwelling to the exterior of the dwelling at the ' tracks in accordance with Figure R603.9 and Table otherwise be readilycontrollable bythe buildingconstructed with control joints having a depth of required egress door without requiring travel the handrail is not circular it shall have a perimeter gu 9 gr q g 1 6 WILKINS DRIVE: SUITE 21 O R603.3.2(1). occupants. at least one quarter of the slab thickness but not through a garage. dimension of at least 4 inches(102 nun)and not PLAI N VILLE, MA 02762 The minimum openable area to the outdoors shall be less than one inch(25 mm).Joints shall be greater than 6'/inches(160 mm)with a maximum 508-e09-2509 For continuously-sheathed braced wall lines spaced at intervals notgreater than 30feet(9144 Exception.Egress through the secondary egress cross section of dimension of 21/4 inches(57 mm). using wood structural panels installed with No.8 4 percent of the floor area being ventilated. p door,required in subsection R311.2,mayinclude ( ) I screws spaced 4-inches(102 mm)on center at all Exceptions: mm)in each direction.Control joints shall be q Edges shall have a minimum radius of 0.01 inch e P placed at locations where the slab width or travel through a garage provided the garage has an (0.25 mm) panel edges and 12 inches(304.8 mm)on center on 1.The glazed areas need not be openable where the length changes. exit door meeting the requirements of a secondary intermediate framingmembers,the followingshall opening is not required bySection R310 and an g g 2.Type II.Handrails with a perimeter greater than P g q Exception:Control'oints maybe omitted egress door. 1 apply: approved mechanical ventilation system capable of p 1 6/4 inches(160 nun)shall provide a graspable finger when the slab is reinforced in accordance R311.7.4 Stair treads and risers.Stair treads and recess area on both sides of the profile.The finger I 1.Multiplyingthe percentages of full height producing 0.35 air change per hour in the room is p g g with Table R506.1.1.Reinforcement shall be risers shall meet the requirements of this section.For recess shall begin within a distance of inch(19 I sheathingin Table R603.9.2 1 by0.72 shall be installed or a whole-house mechanical ventilation ( ) placed at the mid-depth of the slab or two permitted. system is installed capable of supplying outdoor the purposes of this section all dimensions and mm)measured vertically from the tallest portion of I inches(51 mm)from the top of slabs greater dimensioned surfaces shall be exclusive of carpets, theprofile and achieve a depth of at least 5h6 i € ventilation air of 15 cubic feet per minute(efm)(78 thanfour inches 102 mm)in thickness. p inch(8 I 2.For bottom track attached to foundations or ( rugs or runners. mm)within%inch(22 mm)below the widest L/s)per occupant computed on the basis of two R506.2 Site Preparation.The area within the framing below,the bottom track anchor or screw pportion of theprofile.This required depth shall I occupants for the first bedroom and one occupant for foundation walls shall have all ve etation, soil R311.7.4.1 Riser height.The maximum riser height q P connection spacing in Table R505.3.1(1)and Table each additional bedroom. g' top shall be 73/4 inches 196 mm.The riser shall be continue for at least 3/8 inch(10 mm)to a level that is R603.3.1 shall be multiplied by2/3. and foreign material removed. ( ) , P not less than 1%inches(45 mm)below the tallest 2.The glazed areas need not be installed in rooms R506.2.1 Fill.Fill material shall be free of measured vertically between leading edges of the R604 WOOD STRUCTURAL PANELS where Exception 1 above is satisfied and artificial vegetation and foreign material.The fill shall be adjacent treads.The greatest riser height within any portion of the profile.The minimum width of the a R604.1 Identification and Grade.Wood structural light is provided capable of producing an average compacted to assure uniform support of the slab, flight of stairs shall not exceed the smallest by more handrail above the recess shall be 1/4 inches(32 1 panels shall conform to DOC PS 1 or DOC PS 2 or, illumination of 6 footcandles(65 lux)over the area and except where approved,the fill depths shall than 3/8 inch(9.5 mm). mm)to a maximum of 2%inches(70 mm).Edges when manufactured i Canada,CSA 0437 or CSA of the room at a height of 30 inches(762 mm)above not exceed 24 inches 610 mm for clean sand or shall have a minimum radius of 0.01 inches(0.25 l g ( ) R311.7.4.2 Tread depth.The minimum tread depth 0325.All panels shall be identified by a grade mark the floor level. gravel or 8 inches(203 mm). shall be 10 inches(254 mm).The tread depth shall mm). I or certificate of inspection issued by an approved R506.2.2 Base.A four-inch-thick(102 mm)base be measured horizontallybetween the vertical planes I 3.Use of sunroom additions and patio covers,as agency. defined in Section R202,shall be permitted for course consisting of clean graded sand,gravel, of the foremost projection of adjacent treads and at a R604.2 Allowable Spans.The maximum allowable crushed stone or crushed blast-furnace slag right an le to the tread's leadingedge.Thegreatest P natural ventilation if in excess of 40 percent of theg g R312 GUARDS spans for wood structural panel wall sheathing shall exterior sunroom walls are open,or are enclosed only passing a two-inch(51 mm)sieve shall be placed tread depth within any flight of stairs shall not 6 not exceed the values set forth in Table R602.3(3). on the prepared subgrade when the slab is below exceed the smallest bymore than 3/8 inch(9.5 mm. R312.1 Where required.Guards shall be located ALL CONSTRUCTION SHALL COMPLY by insect screening. ) R604.3 Installation.Wood structuralpanel wall grade. Consistently shaped winders at the walkline shall be along open-sided walking surfaces,including stairs, WITH THE FOLLOWING: R303.3 Bathrooms.Bathrooms,water closet Exception:A base course is not requiredramps and landings,that are located more than 30 1. 2009 International Residential Code for One framing compartments and other similar rooms shall be P q allowedectang within the same not have stairsa asg and Two FamilyDwellings. sheathingshall be attached to in accordance with Table R602.3(1)or Table R602.3.(3).Wood P when the concrete slab is installed on well-drained rectangular treads and do not to be within 3/8 inches(762 mm)measured vertically to the floor or 2. 780 CMR-MA Amendments to the ( ) provided with aggregate glazing area in windows of or sand-gravel mixture soils classified as Group I inch(9.5 mm)of the rectangular tread depth. grade below at any point within 36 inches(914 mm) t International Residential Code. • structural panels marked Exposure 1 or Exterior are not less than 3 square feet 0.3 m2,one-half of a 3. WFCM:Wood Frame Construction Manual considered water-repellent sheathingunder the code. ( ) according to the United Soil Classification System Winder treads shall have a minimum tread depth of horizontally to the edge of the open side.Insect l8 for One and Two Family Dwellings.2001 P which must be openable. in accordance with Table R405.1. screening shall not be considered as a guard. 8 Edition. Exception:Theglazed areas shall not be required 10 inches(254 mm)measured between the vertical 4. WFCM:Wood Frame Construction Manual P q R506.2.3 Vapor Retarder.A six mil(0.006 inch; I where artificial light and a mechanical ventilation 152 mpolyethylene or a roved vapor retarder planes of the foremost projection of adjacent treads R312.3 Opening Limitations.Required guards 4 guide to wood construction In high wind system areprovided.The minimum ventilation rates µ ) PP P at the intersections with the walkline.Winder treads shall not have openings from the walking surface to areas for One and Two Family Dwellings. Y withjoints lapped not less than six inches J1 100 MPH R603.7 Jack and King Studs.The number of jack shall be 50 cubic feetper minute(24 L/s)for PP shall have a minimum tread depth of 6 inches the required guard height which allow passage of a # 5. Prescriptive Residential Wood Deck (152mm)shall be placed between the concrete 555 and king studs installed on each side of a header shall intermittent ventilation or 20 cubic feetper minute (152mm)at any point within the clear width of the sphere 4 inches(102 mm)in diameter. Construction Guide(Based on the 2009 floor slab and the base course or the prepared Inter-nation Residential Code.) comply with Table R603.7(1).King,jack and cripple (10 L/s)for continuous ventilation. Ventilation air stair.Within any flight of stairs,the largest winder Exceptions: subgrade where no base course exists. studs shall be of the same dimension and thickness as from the space shall be exhausted directlyto the tread depth at the walkline shall not exceed the 1.The triangular openings at the open side of a stair, P Exception:The vapor retarder may be omitted: the adjacent wall studs.Headers shall be connected to smallest winder tread by more than 3/8 inch(9.5 formed by the riser,tread and bottom rail of a guard, outside. 1.From garages,utility buildings and other king studs in accordance with Table R603.7(2)and mm). shall not allow passage of a sphere 6 inches(153 the followingprovisions: Mechanical ventilation is required for bathrooms unheated accessory structures. mm)in diameter. t with a shower or bathtub.Also see 105 CMR ff F1311.7.6 Stairway Walking Surface.The walking $ 1.For box beam headers,one-half of the total number surface of treads and landings of stairways shall be 2.Guards on the open sides of stairs shall not have I 410.000:Minimum Standards of Fitness for I of required screws shall be applied to the header and sloped no steeper than one unit vertical in 48 inches openings which allow passage of a sphere 43/8 Human Habitation(State Sanitary Code,Chapter l; one half to the king stud by use of C-shaped or track II)and 248 CMR 10.00:Uniform State Plumbing horizontal(2%slope). inches(111 mm)in diameter. t member in accordance with Figure R603.6(1).The Code as these codes may also have mechanical R311.7.7 Handrails.Handrails shall be provided on track or C-shape sections shall extend the depth of the ventilation requirements. '1 at least one side of each continuous run of treads or e header minus 1/2 inch(12.7 mm)and shall have a flight with four or more risers. minimum thickness not less than that of the wall studs. R807 ATTIC ACCESS R311.7.7.1 Height.Handrail height,measured 2.For back-to-back headers,one-half the total number R807.1 Attic Access.Buildings with combustible ' vertically from the sloped plane adjoining the tread B of screws shall be applied to the header and one-half ceiling or roof construction shall have an attic access nosing,or finish surface of ramp slope,shall be not to the king stud by use of a minimum opening to attic areas that exceed 30 square feet(2.8 less than 34 inches(864 mm)and not more than 38 m2)and have a vertical height of 30 inches 762 mm) inches(965 mm). 2-inch-by-2-inch(51 mm x 51 mm)clip angle in g ( orgreater.The vertical height shall be measured from R be 7.2 Continuity.Handrails for stairways accordance with Figure R603.6(2).The clip angle g A Date Revisions shall extend the depth of the header minus 1/2 inch the top of the ceiling framing members to the shall be continuous for the full length of the flight, (12.7 mm)and shall have a minimum thickness not underside of the roof framing members. / from a point directly above the top riser of the flight less than that of the wall studs.Jack and king studs to a point directly above lowest riser of the flight. shall be interconnected with structural sheathing in The rough-framed opening shall not be less than 22 Handrail ends shall be returned or shall terminate in accordance with Figures R603.6(1)and R603.6(2). inches by 30 inches(559 nun by 762 mm)and shall newel posts or safety terminals.Handrails adjacent I be located in a hallway or other readily accessible to a wall shall have a space of not less than I%2 inch location.When located in a wall,the opening shall be ) (38 mm)between the wall and the handrails. o a minimum of 22 inches wide by 30 inches high. Exceptions: Scale: o When the access is located in a ceiling,minimum I Date: 1.Handrails shall be permitted to be interrupted by a unobstructed headroom in the attic space shall be 30 newel post at the turn. 1 Drawn By: O inches(762 mm)at some point above the access a Checked By: . Z 2.The use of a volute,turnout,starting easing or I measured vertically from the bottom of ceiling Job Number: framing members.See Section M1305.1.3 for access starting newel shall be allowed over the lowest tread. a requirements where mechanical equipment is located Drawing: 0 in attics. 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NOT TO SCALE ..APPROX• ASSESSORS MAP 300 PARCEL 32-1 AREA IS WITHIN FLOODZONE AE EL. 12 AND X (PROPOSED CONSTRUCTION TO OCCUR IN X) DATUM: ASSUMED (APPROX. NGVD) / 1 i ZONING SUMMARY 1 1 ZONING DISTRICT: RF-1 DISTRICT 1 1 MIN. LOT SIZE 43,560 S.F. 1 I MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 125' MAP 300 1 MIN. FRONT SETBACK 30' PARCEL 32-1 I MIN. SIDE SETBACK 15' 55,296 S.F.f 1 MIN. REAR SETBACK 15' I I I I PROPOSED 1 SEWER LINE i �, 2% PITCH MIN. PROPOSED 1 ,, MATCH EXISTING WATER LINE - Q TANK INVERT 03 MAP 300 MAP 300 PROPOSED PARCEL 61 PARCEL 33-1 DECK w GARAGE (#101 DEACON COURT) (#91 DEACON COURT) o wil -s S 11.4 EXISTING DWELLING #93 1 1 al TOP FND. = 21.6 \\�`. 1 \ 141 1 ' 1 4 3 1 Op -- N. PROPOSED GARAGE 3 `I 22 _,, H-20 SAS 100.00' N 40 1 r---r- �__-_�-- SITE PLAN � 1 r-- r-J 1 BP 1 L __J\L_--J j o DEACON OF C. 1009' RESERVE I / K 1 -� N 10.0' J N ; 22\ I COURT �•°%Cji,—Pc, �- W w W W ,,�-W W w W 93 DEACON COURT 16" WATERMAIN N :--- t\--‘1-'‘- BARNSTABLE SHED UG�E��E `1 -�E 1 WE PREPARED FOR MAP 300 BRIAN BOUVIER PARCEL 33-2 . , or r ss off 508-362-4541 (#87 DEACON COURT) sic yam \q\,�, fax 508-362-9880 /0' DANIELA. yes c : o� DANiEL \G�`. OCTOBER 7, 2015 I z OJALA co:AA . " o A \�1 NOVEMBER 5, 2015 (GARAGE LOCATION) downcape.com © o CIVIL `� ; i� OJALA I' No.46502 o No.40980 NOVEMBER 12, 2015 (UTILITIES) down cape en 1neer/n , inc. �o �F� GR�o ,, ��OESS�O„e- civil engineers Y�sSroNAL q"�SUP -''_I..-- ( Scale: l"= 30' land surveyors _ ...939 Main Street ( R to 6A) • �-� 0 15 30 45 60 75 FEET YARMOUTHPORT MA 02675 15-031 i DATE DANIEL A. OJALA, P.L.S. r 1