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Home My WebLink About0130 PINEY ROAD 1 a� x PROJECT p NAME: �t Ct t 4 i d4 � r ADDRESS: 3 C) P 1 PERNIIT# 3 1 PERMIT DATE: G 1 f N VP• LARGE ROLLED PLANS ARE IN; BOX SLOT + Data entered it MAPS _program on:. BY: q/wpfiles/forms/archive THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A , m / �C(�"- � LI DATA l , 614 4, ol Aar 1 I i j• 7 �: ' " . ,- ;sir, •f�/� � P 7 I ♦�rt(i . i �. j;[i Unrestricted-Buildings of any use group which _ contain less than 35,000 cubic feet(991m3)of : ..� enclosed bar .'of=Btxal Sta�idadt"_y ti sP acc.Massac �mentoFbS 'eL - dCrdinRegqulp —ns an_ action Super��sor. - • zFr ticer9se: CS-058987� : `STEPHEN E BOBJOI A ';. Failure to possess a 24 ST FRANCIS CIR current edition of the Massac*husetts ' State Building Code is caus HYANNIS MA 02601 e for revocation of this license. ' For DPS Licensing information visit WW C Mass.Gov/DPS Expiration Commissioner 02/04/2016 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 158588 Type:'- Partnership Expiration: 2/11/20.16 Tr# 248690 MASS BUILDING SYSTEMS STEPHEN BOBOLA 24 ST. FARNCIS CIRCLE HYANNIS, MA 02601 Update Address and return card.Mark reason for change. - .,.. Address Renewal Employment Lost Card SCA 1 C, 20M-05/11 r"' DATE(MMIDIUMY) A C40 CERTIFICATE OF LIABILITY INSURANCE 6/3012014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER BRYDEN &SULLIVAN INS NAME: r 88 FALMOUTH RD PHONE FAX HYANNIS, MA 02601 E-MAIL E<t1: AIC No ADDRESS: INSURERS AFFORDING COVERAGE NAIC# NSURERA: Liberty Mutual Fire Insurance - 23035 INSURED INSURERS: MASS BUILDING SYSTEMS LLC 24 ST FRANCIS CIRCLE NSURERC: HYANNIS MA 02601 NSURERD: NSURER E: NSU ER : COVERAGES CERTIFICATE NUMBER: 20737496 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR SUE TYPE OF INSURANCE INSD D POUCY NUMBER MO EFF MMD/ I MfDDYP Y LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ _ CLAIMS-MADE DOCCUR PREMISES Tl_ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ POLICY 0 jEC LOG PRODUCTS-COMP/OP AGG $ OTHER; $ AUTOMOBILE LIABILITY COMBINED SINGLE IMI $ e accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Par accident) $ AUTOS AUTOS NON-OWNED I PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ S UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION $ A WOR1(FRS COMPENSATION WC2-31 S-317211-044 6(7/2014 6/7/2015 STATUTE ER 1 AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y/N E.L.EACH ACCIDENT $ 500000 OFFICERIMEMBER EXCLUDED? ® N 1 A (Mandalmy in NH) E.L.DISEASE-EA EMPLOYE $ 500000 Ryes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000 I DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 1D1,Additional Remarks Schedule,may be attached it more apace is required), Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. This certificate cancels and supersedes all previously issued certificates,only as they relate to workers compensation coverage. CERTIFICATE HOLDER CANCELLATION TOWN OF BARNST.ABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 200 MAIN ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS MA 02601 AUTHORIZED REPRESENTATIVE Liberty Mutual Fire Insurance §1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD CERT NO.: 20737496 CLIENT CODE: 1611184 Didi Dangas .6130/2014 2:49:17 ?1, (EDT; Page 1 of 1 ~ .. ll TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �e Map Parcel o k= i' ,; .,u .. ._. Application # C S Health Division ;.,., Date Issued Conservation Division 4, Application Fee Planning Dept. Permit Fee , ��V Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address K3 0 / Village cp1 t ' 1 Owner -R c I" CAIA/� Address Telephone � 1 0 " 5, Z 9 / Permit Request G ®s �• /r_ y c�ti ?a a'G� C®�s`�r e, _x Z o C7t L,01100 /-�O+ Square feet: 1 st floor: existing;o `S proposed 2nd or: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuati 3 lo Construction Type Lot Size i'S0 � Grandfathered: ❑Yes /NoIf yes, attach supporting documentation. Dwelling Type: Single Family ru Two Family ❑ Multi-Family (# nits) Age of Existing Strucctt re �6 Historic House: ❑Yes o On Old King's Highway: ❑Yes o Basement Type: ' Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area 160 (s q.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing "Z. new Half: existing new Number of Bedrooms: existing new Total Room Count (not i cluding baths): existing 7 new First Floor Room Count -7 Heat Type and uel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes )No Detached rage: ❑ existing ❑ new size_P ol: ❑ e isting ❑ new size _ B n: ❑ existing ❑ new size_ Attached rage: ❑ existing ❑ new size _Shed: 7xisting ❑ new size _ Other: Zoning Board of Appeals thorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review # Current Use e,5 Proposed Use �T4 APPLICANT INFORMATION I 1 (BUILDER OR HOMEOWNER) p Named b d ` Telephone Number Ib Address nat:_5 Cl YG�-) License # �-L9 V-7 �x � 0Z6 a> Home Improvement Contractor# EmaiI �,sS �► �n a t7 �_ Coy y Worker's Compensation # VCC �0� S U s" q7 c ALL CONSTR CTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE I FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER: DATE OF INSPECTION: FOUNDATION lu FRAME s4- 6MWq &3fidX INSULATION 9, gtlw FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f the Commonwealth of 1Vassach=etts �e�raxt�e�;+tc�f�r�d�r�stria��cci<def� µ • — flf ire of.£rzatfgations . f10 Fas��uigtoi<�, freet .::_ Bastont?CIA 021-11 mvxu ma-, gcavldiri ` "4Tarhers' Campensaf an Insurance Affidavit:B.udldex-dCantrac-tursMec r cians/Phunbers Applicant Iufwmafran Please Prim Le:�ibIy Name.(aniff gM±MfiM lndMdad)= Address. r-t CA' k G t.� C 2('LL rI tel�sg: -•j rn h b �S / /d� G (ip �� P ones .� U �' 7 7 y - T 7 77 Are yA an employer?Check the-appropriate box: ' Type of project(required): I am a genera contractor=1 I I_ I area employer u7th. � ❑ l t G. ❑New consfrucfsazf.. - empIoyees(Toff aaMorpat#-time)-* liave hired.the sub-coairactoas �'.❑ Lam a sole proptietor orpartnrr- listed onthe attached sheet: `i`. ❑Remodeling These sub-contactors have . ship and have no smplo��ees. $,.❑Demalitiott . woding for me.in any capacity employees and hax, woticers' c insurau $ g- ❑Building sdditiflrt [No WMIMrs' comp_iasu=- ce e P- 1 _ Eleeta l r rewired 1 . ❑ J are a-corporatifln and its repairs or additions 3_❑ I am.a homeo-umer doing all work officers have-exercised their 11_Q P1umbingrepairs or additions myself[No workers' _ rigbt of exemption per MGL 17 inmx-dnce re�e&]Y c.152,§1(4),and we Have no ElOthero of pairs employees_[Now0d=3' 13_❑Other comp_inswanm required.] &may appEusvt&st cfiecks;bos rl mast also fiIloutthe secdan be•7awshmdag ifieawaxiere compemQdUuporiUinRM=ffmL #&n�wba submit¢bisaffida«im stirs axe QsllwalsadInes.]�outsider�rn,rswm submitanew�5�Y �� dot Indic ' e snub_ fCaatscta6'&ut checYihis bCcc s4ust a3tarhe3�an addieinasl Sheet SbDuiag the-n�of me snl�cars�d sta4e vrhethea ar not fhase entities ham � 7ftbesa5 caatnmdnsb=e enLpTcye tbeYmvrtpmvide their nvrkere mmp.pa&y number. I=an ersplayRr f7arrtisgre�tzdirrg is�arkers�eaat�resrdiatt iasrirartca j'or rrc�s empTa}�ees $etosv isYl�ee paTicy amd jeb�s • irc•jormrrtian /� •„ - IUMMinceCompanyName: 9�I,5:5 o 0 "� �'G Policy-or Self-in:s.Tic_k L✓ G(, S o Q S 6 /7 7 Z d 0,4 F-xpiration Die: ? / Z/- lob Site mdre= CV44,` Attach a copy of the workers'compensatioapolicydeciaration page(shoring the policy number and expiration date). Failme to swmz-coverage as req*edunder Se-ctson 25A of MGL c 155_7 can lead to the imposi ion of r-riminal penalties of a fine up to S1,50 G anAtor me yearimprisoumaut,as we11 as civil penalties ra the fozm of a STOP WORK ORDERatid a ffne of up to MO-00 a day against the violater. Be ad-idsed that a copy of this statenae may,be forwarded to the Office of Isavestigations of1he DyA for ihsw=e coverage vedficafic I rfo berms csrbfy ruder t}LR d - aItres a P,8UzUY.thattlte iaf brmatforrgrm abafre A bare and carrect S;osxatn� /✓ � Date: fl Phone g- 69 7 1 1 7 afoul use only.,Do itat write in this sma,to be cmngletad by city artair-n affrciat ' City or Tows: Permsif A ense ° Issdn Autharity(Ci de one): L Board.of$•e lth 1 Building DT2rtmi=t 3.Cifytl'oven.Clerk d:Electrical Inspector S.Plumbing Inspector 6.Other CoMtactPersna: Phane#• ormation and Instructions Massachmatfn Ge a=zl Laws cbaj�152 reqires all etopIoyers`ta pravide walkers'camp"sation far fhei r employees. is defined as.- eas6n in flie sm-voice of another under airy contract ofH� p fhss ,an eezz ploy . 'GYP express or inplitA oral or wriitem . AIL�&Yer is deifined as"an in&-Yidaal,pmtn�,association,corp ardiion or other Legal enfJiy,or any two or more a joint - e and the legal represe�aizves of a dEceased employer,or the of the faregnmg engaged m J �s � �� receiver or trastee of an individual,partnership,association or other legal entity,employing employees- However the not more than three apartments and who resides therein,or the occ¢pant of the - owne r of a dwelling house having dwellmg house of another who employs persons to do maintaIan ce,consfiuciion or repay work on such dwelling house or on the grounds ar bMId'mg 3pPu dou.antthereto sbaIlnotbecanse of such employment be deemedto be an eipkYerf -MCTL chapter 152, §25C(6)also sfatts tfiat"everysfate or local licensing agency shall withhold fhe issuance or renewal of a lic'ffm a or permit to operate a business or to construct buildings.is the cormaorswealth for any applicantwho has not produced acceptable evidence of compHznce-with the Tncurauce coveragereq ect' Additionally,MGZ chapter 152, §2.5C(7)stars'V6ither the comet ontveallb.nor any of its political subdivisions shall enter into any contract for the performance ofpubho work until acceptable evidence of compliance with the i„ITT Ce_ requirements of this chapter leave been presented fn the contacting aaf iorivf ApPIicanfs - Phase till obt the wolkers'compensation affidavit completely,by checlziag ae boxes that apply to youir sitnation.and,if necessary,supply oal-contractor(s)name(s), addresses)and phone nunnba(s) along with their certificates)-of msLm ce_ Limitr-d Liability Companies(LLC) or Limited Liability Part amships(LLP)with no employees otjier than the members or partners,are not rbquired to caury workers' corupensatzon ms[t<ance- Yan LLC or LIP does have employees,apolicyisregnaed- Be advised that ibisaffidayit may besnbmittedto the DepartmentofIndnstdal Accidents far confirmation of msarance coverage. Also be sure to signs and date-the affidavit The affidavit should be-re:t=ed to ihe city or town fhat the application for the permit or license is being requested,not the Department of LnjLmtrial 2i cc dints_ ShonldyOn have any gatstims regarding the law or ifyon.are required to obtain a workers' compensation policy,please call the Department at the nmuber listed below Self-msl d companies should enter their self-imsum n ce Iiceazse nomber an fhe appropdafe line- City or Town Of d2ls Please be sine that the affidavit is complete and prfided legibly- 'lhe Department has provided a space at the bottom of the affidavit for you to fill ourt in the event the Office ofInvesdgaEom has to confactyou_mgardmgtiie applicant ` Please be s -ire to fill in the pe,ns N ieese number which wM be used as a reference number- In addition,an applicant that must submit mvltiple peumitllicense applications in any given.year,need.only mhmit one affidavit indicating caaent policy information(if necessary)and uader'lob Site Address"the applicant should Irate"all locations II (may or town)-"A copy of Vie-affidavit that has been.officially stamped or marked by the city or town may b e provided to the applicant as prooff aat a valid affidavit is an fle for fut m 'pm its or licenses A new affidavit muist be Haeti oiut each year.Whew a home owner or citizen is obtaining a license or pexit not related to any business or commercial veUtUre. C1-M-a dog license or permit to bum leaves etc.)said person is NOT regair� to complete fais affidavit The Office of Investigations wouuld like to f lmk you in advance for your cooperation and should you have any questions, please do not hestate to give us a call_ The Deparlmenfs ad&=.s,telephone and faznumb. C.G=M WMjtl[of Masachnsetts ' Department cif ladustial Accident �Q4 T��n Sit RMA Ei111 Ta 4 617- -49W eat 4€6 or I-a77 MA SAI Fagg 617'2'-'749 R.evised 4-24--07 . *rn �g� i ATVC Guide to Wood Corrstrucdorr'i1c Higli Hind Areas: 110 arph kf?nd Zgire. Massachusetts Checklist for Compliance(7so Ci,fR5301.Z.1.r)r Loadbearing Wall Connections Lateral (no.of 16d common nails).._...........................(Tables;,)--__----_....__......_._..._.....-....___-•Z Non-L-oadbearing Wall Connections Lateral(no.of 16d common nails)---------- B)................................................ � r Load Bearing Wall Openings(record largest opening but check all openings for coMpffance to Table 9) Header Spans ....__......_ .....(Table 9).............. .1,it G in.51 i' Sill Plate Spans ._--.................................__......._.(fable 9).....--.--.--.................. L_ft 6 in.S 11' Full Height Studs (no.ofstuds)-_..........— ._...:._.....(Table s)....._....._.:.._.___....__ 2� Non4_wd Bearing Wall Openings(record largest opening b[rt check all openings for compliance to Table 9) .. able 9 S ft in.s 12' Header Spans,.......................-...........................- (T )_._...._.----•-•--•-------------- / _ SillPlate Spans....--------•--'--------•••••......................--•-(Table 9)----•--•- --...............—ft_in. 12' Full Height Studs(no.of studs)..._....._........._:........(Table 9)---------------•-_----------------_.---__-_- _.._ 3 Exterior Wall Sheathing to Resist Uplift and Shear 5imulfaneousfy4. Minimum Bwlding Dimension,W - Nominal Height of Tallest Openings .......--•--......... -....- ............. SheathingType....................................-.....(note 4) ,.......................................=-•--•:--. Edge Nail Spacing.........._._.............-_._-:...(Table 10 or note 4 if less)_-.----.__..---------- Reid Nail Spacing -_..-__....(Table 10 . in. Shear Connection(no.of 16d common nails)(fable 1 ...... ..................................:... : �- Percent Full-Height Sheathing--------..............(Table 10)....................................,....._..... �°�' 5%'Additional Sheathing for Wall with Opening>6'8'(Design Concepts)---_--............. Maximum Building Dimension,L ` Nominal Height of Tallest D enin C 6`B" Sheathing Type-•-..-----..I...................... -----(note 4)...................... .....-...... /✓ Edge Nail Spacing... . _ ._........ _...__(Table 11 or note 4 if Tess)...._.._...._._.. Field Nall Spacing. ._. .._..._...__...._(Table 11)_...... ...._._-.__ .. ./Zin. Shear Connection(no.of 16d common nails)(Table 11).......__,....._..._.._.___:_-,..._._.__.. Percentfulf-Height Sheathing.___.,________.(Table 11)..._..___...__..--.---_-----._-�----_l 5%Additional Sheathing for Wall with•Operring>6'8'(Design Concepts)_.......... Wadi Cladding , Ratedfor Wind Speed?._.._. ... _._-..__..._.._....................__..._..._.......^_._.._._.__._..._._ • . 5.1 (ZOOFS, - Roof framing member spans whacked?........._...__.....(For Raters use r4WC Span Tool.see BBRS Websib) . ~ Roof Overhang .................................................(Figure 19)............. ft S smaller of 2'-or U3 Truss or Rafter Connections at Loadbearing Walls Ptnprfetary Connectors , upf-rft.........._........ ........___:.......(fableyl2)........_............................... U- - 5If. Lateral ..(Table 1Z)...._.....-.----- -------____L--=pir. Shear._ _.:._._. - ___..;._.._...... .(Table 12)._..........-............. -------_S---!'7.pif Ridge Strap Connections,if collar ties not used per page 21.., (Table 13). ___......_......._...._T=Zq&lf. Gable Rake Oudooker.................... .......... - _.(Figure 20) ..... ft<smaller of 2'or L/2 ' Truss or RafterConnectlons at Non4-oadbearing Walls'` Proprietary Connectors U-- Ib_ Lateral(no.of 16d common nails)_.(fable 14). --LIb. . . Roof Sheathing Type-----* :._�.._�....(per Tt30 CMR Chapters SS and Roof Sheathing Thickness.... ...._.�..:_!_.._..._.....:.....-._......_.:........_.._ zrrt.k 7/1 6 WSP Roof sheathingFastenin ..... : able 2 . .. Notes: -1. , This dieddist shag be met in its entirety,a=luding^the spacific e=eption noted in 2,to comply with the requirements of 760 CMR-5301.2.1.1 Item 1.if the checklists'met in its entirety then the following metal straps and hold dawns am not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5` .•. . b. 20 Gage Straps per Figure 11 m Uprdt Straps per Figure 14 d. All Straps per Figure I7 e. Comer Stud Hold Downs per Figure 1as and Figure lab 2 ' on:Opening het hts bf to 8 ft shall be emitted when 5%is added to the accent full-hei ht sheathin Pti i 9 9 up P P 9 9 'requirements shown in Tables 10 and 11. 3. The bottom srV plate in exh rior walls shall be a minirnurn 2 in.nominal thickness pressure tract d#Z-grade. AFDC-Guide to Wood Coirst-acdoa iri H!A WC ,-Iz WzndXreas:110 inph FlrrrdZorxe -f r I)' Massachusetts ChecklUt for ComPance(78o a tsol— R1 cli=1C Complian 1.1 SCOPE Wind Speed(3-ser,gust)_................................................ ..... I 10 mph 7 Wind Exposure Category...._............................. ....................................................................... Wind Exposure Category................Engineering!_Required For Entire Project.........................................C . 12 APPLICABILITY 11 Number of Stories(a roof which exceeds In.12 slope shall be considered a story)_stories 2 stories RoofPitch......... ........................................... (Fig 2) .......................................... �12-12 MeanRoof Height. .............----------------(Fig 2)............................................. ft 5 Bulidin.9 Width,W.....................................................:-.(Fig 3)...................:......................... efts 80' Building Length,L .: ----------------*.......... .........(Fig 3)..................................................U-ft.!g 80, Building Aspect Ratio(LAAI) .............................................(Fig 4)................................-:------Z ZX 5 3:1 Nominal Height of Tallest Dpening2 .................. -,----(Fg 4)-------------------------------------------- 1.3 FRAMING CONNECTIONS Gerieral compliance with fiarhiiig o6nnectiDris_....__.._.._.....(Table 2)......._.._.........................._.................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5434.1 Conte............................. ........ ...... T* 7 7-------------- i'_oncrete Masonry...____- ---------------------------C.......................f----...................................... 22 ANCHORAGE TO FOUNDATION". M"Anchor Boltsvimbedded or 5/8'Proprietary Mechanicil Anchors as an alternative in concrete only Bolt Spacng-general.................................... .L(Table in. Bolt Spacing from endrjoint of plate.......... Bolt Embecimerit-concrete a....................................(Fig 5).............................. in.�r Bolt Embedment-masonry........................__._.......-(Fig ....................... in-Z 15" Plate k 3,x Xx V'w 3.1 FLOORS Floorftarning member spans checked 780 CMR Chapter 55)........ Maximum Floor Opening (Fig ........................................... ft_-,;12' FUR Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:............. ...................... 4 Mbyirridrn Floor Joist Setbacks _fy SUPPDiting Loadbearing Walls;or Shearwall.............(Fig 7)............................... Maximum Cantilevered Floor Joists SUppDrfinb I.Dadbearing Wans'Dr Shearwall-....__-(FJg 8).............................................. C9 ft 5 cl FlocirBracing at (Fig 9) Floor Sheathing Type (per 780 CMR Chapter 55).... Floor Sheathing Thickness CMR. Chapter .........................(Table 2)- nails at edge/ 4-ili, Floor Sheathing Fastening . in field 4.1 WALLS Wag Height Loadbearing walls.-.- ........ (Fig 10 and Table 5).......___24ft va, Non-Loadbearing walls..-.--.:--' --__(Fig 10 and Table ft*S 20' Wall Stud Spacing ..-Fig 10 and Table 5).......__4 h:5 24!o.m Wag Story offsets ---------- -----_&-(F1gs 7& ........------ ...Q It 15d 4-2 OMEWORVAL& Wood studs. LoadbeariAg 7.... 2x6 - -7 ft 6 •in, Non-Lcadbearing (Table 5).-. ba:- K:In. Gable End Wal Bracing MR Height Endwall Studs --Fig 10)---:..... ft?-.W/3 WSPAttic Floor Length --:ffig 'Gypsum CsUmg Length(iWSP not us4_.:___..:.Fjg 11)--, Ja—ft k B..qw ah'd 2 x 4 Continuous Lateral Brafe @ S fL mm-Fig 11�.............................. or 1 x 3 ceffing furning strips @.16'spacing rnh with 2 x 4.b1midng @ 4.ft.spacinj in end Joist or buss bays Double Top Plate : Splice Lmgffi _(Fig 13 and Table 6)............. Sprica Connection(no.of 15d common (Table 6).......................... • AWC Guide to Mood Corrstrtccfion in High N�ind Areas: 110 mph hand Zona Massachusetts Checklist for-Compliance(7so cn-zlz 53n.2iA)l 4. - a. From Tables i a and 11 and location of wall sh'eathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements ' b. Wood Structural Panels shall be minimum thickness of 7t16'and be installed as follows: {. . Panels shall be installed With strength axis parallel to studs. n. All horizontal joints shall occur over and be nailed to framing. ffl. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top•member of the upper double top plate and to bandjoist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first fioorframing. V. Horizontal nall spacing at double top plates, band joists,and girders shall be a double row of ed staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)new house or hor'¢nntal addition—required if project Is 1 mile or closer to shore(generally,south of Rfe.28 or north of Rte.6) b)vertical addition—not required unless there is extensive renovation to the first-floor c)replacement windows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. WFr3tTHs EDGEFES S DR ' FftkL=usead wa+s 'ATG cc . .. „ ll • 1{ 11 , L1 Il F-� • All �. I 1 d 1f it iiUS ,u a ,r 1 rr(( ' c ,l i i 1 f 1 R�ARAtHG 1�7.� ••i I I1 u I I EDGE linawisSUe I t LI • tt at F4 1 l III IL41 � ii ii 1- , i • Y1 e •11 �,5111 _ r IL EDGE STAGOB:ED . PANEL IDLE � por1�ENA0..IDC•�ES?ACiYG Obi L See Detail on Next Page . . •- - tail Vertical and Hgrizonlal Nailing Vefical and De Datizorrtal Notting . , far Farrel Attachment for Panel Aftachment o�T"�Tay Town of Barnstable o� Regulatory Services MASS Richard V.Smli,Director Building Division " Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 www.townb arnstablema.us Office: 508-862-4038 Fax:-508-790-6230 Pr • - I�� operty Owner Must Complete and Sign This Section If Using A Builder I, ��ei� :vy e.�� , as Owner of the subject pro e P nY J hereby authorize 6I-c"o to act on my behalf, in all matters relative to work authorized bythis budding permit application for- 0 . l (Address of Job) s `Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or ut 16d before fence is installed and all final inspections.are performed and accepted. _ 1 Signature of Owner Signature of Applicant Print Name r ,: q Print Name , Date Q oims:OWMMPEE ssmleools L Town of Barnstable Regalatory Services ova r � Richard V.Sca%Director k4 �* Burling Division F t MAMNSMAM= Tom Perry,Buiding Commissioner pMASS 200 Main Sired Hyannis,MA 02601 z639- � www.town.barostable.»na_urs Office: 508-8624038 Fax: 508-790-6230 HOAMw?aR UCIIQSE I:XE =0N • Plcasc Print DATE: JOB LOCATIOl L- amber s�rcct "HOIv1EOY11�2 name bomc phone# work phone¥r CURRENT 2AA=G ADDRESS: ---- city/town stair zip code The current exemption for"homeowners"was extended to include owner-oggRied dwellings of six uaifs.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_ DEFUMON OR E101 IMNM A 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 perfom ed umdEr the buildinz 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`aomeowner"cetifies that he/she understands the Town of Bamstable Building Department mmimmn inspection procedures and requirements and that he/she will comply with said procedures and.requirements. ' Signahnt ofHomcowncr Approval of Building Official Note: Three family cdwellingscontibing 35,000 cubic feet or larger will be regnired to comply with the Sta1E BmIling Code �.. Section 1!27.0 Canstmctioa ContrcL HOMEOWNER'S EXEM rON 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 109.11-Licensm—of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as sup ervisor." Many homeowners who use this exemption are unaware that they are assuming the responsiib ties of a surpervisor (see Appendix Q,Rules&s Regulations for Licensing Construction Supervisors,Section 2.L5) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this race,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 responsribiUdes of a Supervisor. On the last page of this issue is a form currently used by several towns. Yon may care t amend and adopt such a forinkerfifiration for use in your community: Q:\PIPETTES'1FORMS1bmZdmgPermitfrnmsl£XPRF.SS.doc . Revised 051313 Town of Barnstable 'THE Regulatory Services o� rati . Richard V. Scali Director Building Division �xsTnaLE. _ g BA�NSTABLE ]Kp8$, - °""xsnratE•mrtumUe•°onm•�rcexxts 16 •� Thomas Perry CBO ""_°"_""�'°�"""�`°"""°u� 39• ♦ -✓f 163s-2014 rED1A°YA Building Commissioner 575 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 December 31, 2015 Stephen Bobola 24 St. Francis Circle Hyannis, MA. 02601 RE: 130 Piney Rd., Cotuit,Map 020 Parcel 073 Dear Mr. Bobola, This letter is in response to application number 201508169 submitted to remodel and add an addition at the above referenced address. Unfortunately the application can not be approved at this time because of the following: 1) The construction documents do not demonstrate compliance with 780 CMR(beams shown do not comply with prescriptive minimum requirements). Please do not hesitate to contact this office.•with any questions. . s Y Respectfully, Local Inspector jeffrey.lauzon@town.bamstable.ma.us (508)862-4034 i a F 6 R T E m 'JOB SUMMARY REPORT BOBOLA- EDWARDS.4te iOf.:BEAM A GABLEEND'BE/►M, '. .. r .. ; F: .` M"° , *3001RAi MemberName: idff _ Results Cur"rent Solutiona ; 1. am,7 . : Comments; �t .'. Floor:Drop Beam Passed 1 Piece(s)5 1/4"x 9 1/4"2.0E Parallam®Plus PSL SL2-Moist Use 16%<MC<=28% A2".BEAM 6='FRONT&�REAR'BOX'BM t<a er 'i" J s<t > teg y ,wow, M 5 Member,Name r;` � fi ».°: s,_ -Results Curient+Solution ' "* # i s „ '9i •`. " u" Comments"r ,�'° qua Floor:Flush Beam Passed 3 Piece(s)2 x 10 Southern Pine No.1 F Forte Software Operator Job Notes'',{s;- a,1 , ''#' 12/30/2015 8:20:42 AM William Rubel STEVE BOBOLA Forte v5.0,Design Engine:'V6.4.0.40 . Mid-Cape Home Centers EDWARDS ADDITION BOBOLA-EDWNARDS.4te ' (508)398-6071 130 PINEY WAY . brubel@midcape.net COTUIT, MA _ Page 1 of 3 'MEMBER REPORT BEAM A-GABLE END BEAM,Floor.Drop Beam PASSED F 0 R T E 1 piece(s) 5 1/4"x 9 1/4" 2.0E Parallam® Plus PSL SL2- Moist Use(16% < MC <= 28%) Overall Length:20' ark x„w'y ^,gq ..i�`% xx•<, ,�..r,. a,r ;f T-tv' 71 RT �,�}...«�``�,..nrce:,,daa.'.�,.�,'•,ir��v�taw � rt,d" S1"`.�+�� 10, 10• All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Desgn"Masi lts d /1[tual Latlon f 'Allow�' y'Resule 1"" LDF •Load:Combinaflon(Pakem), ?! _ System:Floor Member Reaction(Ibs) 7825 @ 10' 10612(5.50") Passed(74%) 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 3265`@ 11' 6384 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) -7565 @ 10' 11733 Passed(64%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.137 @ 4'10 13/16" 0.322 Passed(L/848) 1.0 D+1.0 L(Alt Spans) Design Methodology:ASO Total Load Defl.(in) 0.219 @ 15'2 5/8" '0.483 Passed(L/530) 1.0 D+1.0 L(Alt Spans) Deflection criteria:U.(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 20'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing Is required to achieve member stability. € m �� f4,�geearing raLoatls>bSup�orts(Ibs) a0 SU Orts t z . r r " t Floor t* PP ,r, a t «Totals Available Required Dead vs �ToSal a Accessories , 1-Plate on concrete-SYP 5.50" 5.50" 1.50" 822 2008/-266 2830/-266 None 2-Plate on concrete-SYP 5.50" 5.50" 4.06" 2509 5317 1 7826 None 3-Plate on concrete-SYP 5.50" 5.50" 1.50" 822 2008/-266 2830/-266 None x i Trit umry yDead Floor dire' LOads, , Lowtdori" e 1�yYidt (0 90j (1.00) Comen e" �r 1-Uniform(PSF) 0 to 20' 5 10.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 20' 5' 10.0 30.0 ATTIC FLOOR LOAD - 3-Uniform(PLF) 0 to 20' N/A 90.0 90.0 GABLE WALL LOAD ,Weyerhaeuser Notes; '' f a =a4, 3I akaF /� _. � (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woDdbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator° '.":, •_ S. :Job Notes •a� „''); .-1 >F r'�' " - 12/30/2015 8:20:42 AM William Rubel STEVE BOBOLA Forte v5.0,Design Engine:V6.4.0.40 Mid-Cape Home Centers EDWARDS ADDITION BOBOLA-EDWARDS.4fe (508)39MO71 130 PINEY WAY brubel,Smidcape.net COTUIT, MA Page 2 Of 3 MEMBER REPORT BEAM B-FRONT&REAR BOX BM,Floor.Flush Beam PASSED �� F 0 R T E 3 piece(s) 2 x 10 Southern Pine No. 1 ry Overall Length:10' Tr 1 &f #�j S rk ' v.c9" ' , + 0 0 , v gaM9,a � - 44tlil plf�1i 10 All locations are measured from the outside face of left support(or left cantilever end)•All dimensions are horizontal.;Drawing is Conceptual r, , ,. �,- �- �.- De51 n Re"suits Actual(�Logtion� V- _fillowed, <ResIi1NR' LDF1:Load Combination(Fattemj System:Floor Member Reaction(Ibs) 2797 @ 3 1/2" 3814(1.50") Passed(73%) — 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 2339 @ 1'3/4" 5585 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 6586 @ 5' 6457 Passed(102%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Dell.(in) 0.112 @ 5' 0.235 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.221 @ 5' 0.471 Passed(L/510) 1.0 D+1.0 S(All Spans) Deflection criteria:U.(L/480)and TL(L/240). ' Bracing(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on Nos. g�earinD 1 fLoads t$;SU ft 5 ' SuppOltSwt i -� ota AvailaWeP Rui a��ad g.; aTotai Aonas ?, 1 1-Hanger on 9 1/4"SPF beam 3.50" Hanger' 1.50" 1468 300 1 1500 3268 See note' 2-Hanger on 9 1/4"PSL beam 3.50" Hanger' 1.50" 1468 300 1 1500 1 3268 See note' •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. "Connector:Slm son:Stron -Tie Connectors"'` ` SoPPo!t aatLenirth;F,, t, Top:NailsNfi ,ty TfFaceNaris' }'MemtlerNails ;a Acees_soMes ,gy; 1-Face Mount Hanger Connector not found N/A N/A N/A N/A 2-Face Mount Hanger Connector not found N/A N/A N/A N/A 7 .a r ,� v Tribueary{ Dead IFloorLive} Snow ` r Loads,, s,«dWwtjon ,,VYldtfix (U90) " 5r (190) (115j .,Cornmgnts ,a: 1-Uniform(PSF) 0 to 10, 10' 22.4 - 30.0 ROOF-SNOW 2-Uniform(PLF) 0 to 10, N/A 60.0 60.0 - WALL LOAD We e�haeuser Notes, Kn�_ taws .awn ' . t :yam u ffi' u ^, w. dP (rj)SUSTAINABLE fORESfRY INtTIATNE , Y t t 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports,aspx. The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator i Forte Software Operator ,',t Job Notea 12/30/2015$:20:42 AM (' Forte v5.0,Design Engine:V6.4.0.40 William Rubel STEVE BOBOLA g g Mid-Cape Home Centers EDWARDS ADDITION BOBOLA-EDWARDS.4fe (508)398-6071 > 130 PINEY WAY brubel@mldcape.net COTUIT, MA Page 3 of 3 w F 0 R T E W JOB SUMMARY REPORT BOBOLA- EDWARDS.4te f03:BEAM-A=GABLE'END`BEAMm... t' .: ', � w� k..adtt k ✓Nam'a Membe'r`.Neme' a t = _ ` Results ak Cu�rentSolutien9WEA Floor:Drop Beam Passed 1 Piece(s)5 1/4"x 9 1/4"2.0E Parallam®Plus PSL SL2-Moist Use 16%<MC<=28% �OZ-BEAM B :F ION Mon Member Name`sRii6ttt6 J,Cqlrrent Solution Floor:Flush Beam I Passed j 3 Piece(s)2 x 10 Southern Pine No.1 Forte'Software Operator -: ,.Job Notes^ 12/30/2015 8:20:42 AM ` Forte v5.0,Design Engine:V6.4.0.40 William Rubel STEVE BOBOLA g g Mid-Cape Home Centers EDWARDS ADDITION BOBOLA-EDWARDS.4te (508)398-6071 130 PINEY WAY brubel@midcape.net COTUIT, MA Page 1 of 3 F 0 R T E " -MEMBER REPORT BEAM A-GABLE END BEAM,Floor.Drop Beam PASSED 1 piece(s) 5 1/4"x 9 1/4" 2.0E Parallam0 Plus PSL SL2- Moist Use(16% < MC <= 28%) Overall Length:20' gyp- �'�Ik !1 �` �� Y."' •'+.'�� 7�4�� S � ~��r 7,5,@:vT d 11�g 3 `,�yr'OY�k £¢ @ w4 ' w" + 10 10 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual b6 n;Results AcGial•(�I ocaVpri Allows Result'' LDF toad.Comtilnation{Pattem)� System:Floor Member Reaction(Ibs) 7825 @ 10' 10612(5.50") Passed(74%) 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 3265 @ 11' 6384 Passed(51%) 1.00 1.O D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) -7565 @ 10' 11733 Passed(64%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.137 @ 4'10 13/16" 0.322 Passed(L/848) 1.0 D+1.0 L(Alt Spans) Design Methodology:Aso Total Load Defl.(in) 0.219 @ 15'2 5/8" 1 0.483 1 Passed(L/530) 1.0 D+1.0 L(Alt Spans) Deflection criteria:LL(L/360)and TL(L/240)° Bracing(Lu):Ali compression edges(top and bottom)must be braced at 20'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. _a a Bearing nw ` Loads toSupports{lbs): @J ' �R x ``"aA V1,114, '• '3 �." °, s^� TRH @ sidi i '° Total Available Rar♦ufred d Itieatl *4�ve Total $r Alccessoiies E 1-Plate on concrete-SYP 5.50" 5.50" 1.50" 822 2008/-266 2830/-266 None 2-Plate on concrete-SYP 5.50" 5.50" 4.06" 2509 5317 7826 None 3-Plate on concrete-SYP 5.50" 5.50" 1.50" 822 2008/-266 2830/-266 None i ua t •, D,0Lo fia b.9@ d0� f ;Floor}5�M'P{4v'eHt' $Cq t2o mt mennafS@ tion ts4 1-Uniform(PSF) 0 to 20' S. 10.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 20, 5' 10.0 30°0 ATTIC FLOOR LOAD 3-Uniform(PLF) 0 to 20' N/A 90.0 90.0 GABLE WALL LOAD '1111eyerhaeuser Notes„ F " °, , Vi, „�`"* 1 . I'll �+ r" "40,4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IOC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator v Forte Software Operator ;, Job Noteav Jd' 12/30/2015 8:20:42 AM William Rubel STEVE BOBOLA' Forte v5.0,Design Engine:V6.4.0.40 Mid-Cape Home Centers EDWARDS ADDITION BOBOLA-EDWARDS.4fe (508)39MO71 130 PINEY WAY brubel@midcape.net COTUIT, MA - - Page 2 Of 3 F 0 R T E MEMBER REPORT BEAM B-FRONT&REAR BOX BM,Floor:Flush Beam PASSED 3 piece(s) 2 x 10 Southern Pine No. 1 Overall Length:10' p .Q 0 10, a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual ,Desi n Results- 3 . . .Actual Looatlop Allowed Result;1 f� LDF Load Combinatlon;{Pattern) system:Floor Member Reaction(Ibs) 2797 @ 3 1/2" 3814(1.50") Passed(73%) 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 2339 @ 1'3/4" 5585 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 6586 @ 5' 6457 Passed(102%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.112 @ 5' 0.235 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.221 @ 5' 1 0.471 Passed(1-/510) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/480)and TL(L/240). Bracing(Lu):All compression edges(top and bonorn)must be braced at 6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NOS. - � XA,OW4`.±€ � ny'.. s�r Loads to34PPo� s) s Supp0ltS �` + Total Available R cried + Floor' s� - eq o�Deadt Snow. Total ` Accessones s .. } !: ,,.� �&. .a n-, t 1-Hanger on 9 1/4"SPF beam 3.50" Hanged 1.50" 1468 300 1500 3268 See note' 2-Hanger on 9 1/4"PSL beam 3.50" Hanger' 1.50" 1468 300 1500 3268 See note' •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •'See Connector grid below for additional information and/or requirements. Connector:'S in son%Strop i litonnectors - a. '. '"� v _ � Ts Support w ' ,. ? "'Mudel a Beat Leriptli i A,`#To Nails `, ' el t "p p t Face Nails`-w `Memtier'NallsA 'Acce 1-Face Mount Hanger Connector not found N/A N/A N/A N/A 2-Face Mount Hanger Connector not found N/A N/A N/A N/A Tribu4ry Dead Floo Lived §riow LOafl3r,} �LowHon Width,. n(o.90) <x f(1.00 T •(115) Cominents,) $r 1-Uniform(PSF) 0 to 10, 10' 22.4 - 30.0 ROOF-SNOW 2-Uniform(PLF) 0 to 10, N/A 60.0 60.0 WALL LOAD *Weyerhaeuser IVote's;WVWI�+'; n. � gg��t ;�„,,, },�� m�rp�,l�iy#w�rl�ilif�pl;�le �c (;S)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to s circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator •=' Job Notes ij 12/30/2015 8:20:42 AM lNniam Rubel STEVE BOBOLA Forte v5.0,Design Engine:V6.4.0.40 Mid-Cape Home Centers EDWARDS ADDITION BOBOLA-EDWARDS.4te (508)398-6071 _ 130 PINEY WAY - brubel@midcape.net COTUIT, MA Page 3 Of 3 ftifassa etch a�rtinent of . Safely_ '''STEPHENE BOF4tLA " - '� - L = 24 ST FRANCIS CIR !' HYANMS MA 02601 `lam c. Expiration . Commissioner 02/04l2016-r ins mer Affairs&Bf/d�C�/f/laulatior�eGt�, License or registration valid for individul use only Officeyof Consumer Affairs&Business Regulation g Y ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: .158.588 Type: Office of Consumer Affairs and Business Regulation xpiration: .:2/.?;1_/20;1,6, Partnership 10 Park Plaza-Suite 5170 =- Boston,MA 02116 ' MASS UILDING SYSTEMS STEPHEN 24 ST.FARNCIS HYANNIS,MA 02601 Undersecretary Not valid without signature Unrestricted-Buildings of any use group which Cb#taM less tkac 35,000 cubic feet(991m3)of $enclosed space;, Failure to possess a current edition of the Massachusetts State Building Code is cause for.revocation of this license. For DPS Licensing information visit: www°Mass.Gov/DPS { THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A m / �C(LJJ LI DATA 4 NSTABLE T O-�� 'ram l�A n W , g . I , I t - .0 I II ��''"�¢•Y"� I II_ I .. ,'. I p��s �'""'°°'"-• �tt � al _ lA1LK KRCM j:. LP SAM F�l I I t I I __-_.-�'ay-,,,.+�w`a _ I i r .• oM1 ''.n�•c.• V i (;�Ff L - ..- ,._._. J 1 I � 1 Jill ELM 71 li V -®� c . �A -:.ti -fir-•;y,.��-^ t� O - 1 ��I R ITII t7 - T ;« F ........... - I :{ T. CRAWL SPACE EO,T (VERIFY) CONC. SLAB ` (VERIFY LOCATON) (VERIFY LOCATION) . XX((j_-��....wr{.n+rcas�.•+m}a"°u°u°c�sw+eaamuss ELECTRIC'��-" 117 + FULL B SEMENT P A<E . h 4 _ - EX^PO/ N i F l7 CONEC. SLAB a N (VERIM (VERIFY LOCATION) _ .. i (CENTER OF WIN FICAXI" �=tQ 0 7( W MTP, y m 0 -- _ 1 W 0,L s / 044 4 1l e 30 C#, 8 �a8. h 0"' 1 61 • � IT-la la_2, 19 pro / '1e � to MO,s4 c,y be`u€ fod m V i s bJ 14 R% � i i 1D 1/ 2 x )0v.-�tc rs A 6. \j v \4 +y ;)kN zx6 � 6 d - C - IV5 P, J 7-5 �ax Fy e — 3-6% o zr �` y ` �1 S /f 1 - j e v! d q S" r.Y / R 30 �ep- s: _ I �, .a3 2 `/ ----71 Zx � ��a t 0NO r � �• �'� i tw I i . 3 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ® Parcel G1 Application # Health Division Date Issued W t) Conservation Division Application Fee S Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address f n t PC Village r"LA Owner f 3— _a r1/� e o.d, eks Address Telephone G �+ s Permit Request —, s nZ ®� �, 6 ® m ® ��tce Square feet: 1 st floor: existing proposed .2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 1 Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: 4ngle Family Two Family ❑ Multi-Family # units) Age of Existing Struct Historic House: ❑Yes No On Old King's Highway: ❑Yes No Type:Basement T e: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new f: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and F I: ❑ Gas ❑ Oil ❑ Electric ❑ Other •x Central Air: Yes ❑ No Fireplaces: Existing I New Existing wood%goal stove: _U Yes, ❑ No swA1 Detache arage: ❑ existing ❑ new size_P ol: ❑ existing ❑ new size _ n: ❑existing Unew ;:size_ -gym Atta ed rage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: `' Zoning Board of Appeals Aut rization ❑ Appeal # Recorded ❑ - Commercial ❑Yes o If yes, site plan review # Current Use 11�' Proposed Use ,/ • c APPLICANT INFORMATION (BUILDER OR HOMEOWNER] Name 1. Telephone Number 77 P e Address` C t c G License# (� Z7 vc, i n ,_� C� Home Improvement Contractor# se S Email l'a v.5 FS.b 14 [- ;n as c U U Worker's Compensation # �,/�z, � � S Z j7�1� o�/ .11; ALMONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE h r ...... .... ,, DATE ' FOR OFFICIAL USE ONLY 6 APPLICATION# J DATE ISSUED J MAP/PARCEL NO. r ADDRESS VILLAGE s OWNER DATE OF INSPECTION: i FOUNDATION FRAME ILA 1� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Department ofImduY&WAc of.�oflavestigadorrs 600 Wffshbvbn Street Bostm MA 02M - Www.mars gov/tea Workers' Compensation Insurance Affdav&Bttrlders/Cont-=brsMect icians/Pimnbers Applicant Information Please Print L2 blv Name(Bnskmd0rgmAzafiodlnffvi&mD: Addcess: -L Cj�^ 'O"to �'l ca L g CC G Ci CiY/9ta dZip: A c-T Phone#: Sir Fs-771 - �'9 77 Are You an employer?Check the appropriate bor ' Type of project(required): [2. .❑ I a empIoym with 4. ❑I am a gmmal matractor and I Iopees(fiM and/or pmrt time).* have hied the 6. ❑ aonstroctim I am a sole prol¢ietor or partner- listed an the atiarhexi sheet 7. doling ship and have no employers Them bxm S. ❑Demolition wor3dng for me in any capacity, employers and have workers'[Na workers'comp.insurance comp.incrxmrr.t g. D'Mding addition regnaed_] 5. [] We are a corporatism and its 10.❑Llectricalrepairs or additions 3.❑ I am a homeopPne r doing an work officers have exercised their 11.❑Plmnbiog repairs or additions myself[No woffi=l comp. right of excmptionper MGL insm=0 regrd rd-j t c.IA§1(4),and we have no 12.0 Roof rcpaiis [No wormers' 13.❑Otlier- CMMP-insamm reqnfizxLl *may appliamtthat shocks box#I mautahofM otztthe seetiouldow showing tivawodme mmpmsdian poiky idtnnmatirm t Homeownn=who submit1hk aTi&vit mdkafmg they ate doing aII wmk and then hue outside eaaftactnn;m nst submit anew affidavit indiaong sock_ 'Caahacft=that check this box mast attached an edditionsal shmtshowmgihe name of the sab-coahact,=nod state whether err nnot those cdW=hate employees,If the sub-mntmcmts have emPlo cM they=mPt I-n&Theo woliu'—%x polie9=nbQ: I mn aic enpinyer that is prmdffhg workers'cots p=a ion humwI re for my enpkyem Below it fhe pokey and job site • informa>Sion, Insmame Company Name: t Policy#or SclNns.Lic.#; LC Z 31 S 3 17Z 1 l 0 V V- ExphationDate: 2 rob Site Address:/3 U , � Clty/ : Attach a copy of the workers'compensation policy declaration page(shnwnmg the policy number and expiration date). Fatlum to secare coverage as required under Sectioa25A of MGL a,152 cmz lead to the imposition of cuimmal penalties of a fine up to$1,500.00 and/or ono-yem-mapaso�cot;as well as civml penaItim in the form of a STOP WORK ORDER and a firm of np to$250.00 a day against tine violator. Be advised that a copy of this statement may be bnwarded to the Office of Investigations of the DIA for insarancx coverage verification. I do hereby certi 'under' penalties ofPe7my that i�sformation praviAd above is fmz and coirmt S- Date_ 1 . Phone# J-0 S-- 77 Zr— Z l 77 Q,�al use only. Do not write in this areay to be canpleted by city or tmm o daL City or Town: Permitl icemse# luoing Authority(circle one): L Board of Health 2.hulling Departmnent 3.Citp/Town Clerk 4.EIecbriral7nspector S.Plumbing Inspector _ _. 6 Ofhrar Contac#Person• Phone# . ,a f r laformation and h structions ' Massachusetts Gehrlal Laws chapter 152 regaw all employ=to provide worker'compensation fw their eoployees. Attu this smote,an employee is defined as"...every person in the service of another under any contract ofhire, express or implied,and or written." An mrproyer is defined as"aim individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in ajoint c�and including the legal representatives of a deceased employer,or the mceivm or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more thin three apartments and who resides theatin,or the occupant of the - dwelling house of anafam who employs persons to do mainterm=,construction or repair work on such dweMag house or on the grounds or building appurtenant thmmtD shall not because of such employment be deemed to be an employer.'.' MGL chapter 152,§25C(6)also stator that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of cdmpliance with the Insurance.coverage required." AdditionaIly,MGL chapter 152,§25C( )states"Neither the commonwealth nor any of its political subdivisions shall enter info any contract fur the performance,ofpublic worir a ahl acceptable evidence of compli4aee with the insurance.. requiremeats of this chapter have been presented In tine couLadmg authoiity." Applicants • Please fill out the wogs'compensation affidavit completely,by 6=1dug the boxes that:apply to your sitnation and,if necessary,supply sub-contractors)name(s), address(es)and phone numbers)along with their=tificate(s)of. insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LIT)with no employees other than the members or partners,are not required to carry workers'compensation insurance If an LLC or LL.P does hate employees,&policy is nzq in d. Be advised thatthis affidayhmaybe submitted to the Department of Industrial Accidents for confirmation of mnuance coverage. Also be sure to sign and date ethe affidavit The affidavit should be rimed to the city or town that the application for the permit or license is being requested,not the Departneat of Industrial Acci dents. Should you have any questions regarding the law or ifyou are required to obtain a wod=-s' comipeosationpolicy,please rail the Department at the number listed below. Self-insured coirpanies should enter their self insurance license number on the appropriate line City or Town Officials Please be srn-e that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of time affidavit for you to fill out is time event the Office of Investigations has to contact you regarding the applicant: Please be sure to full in the permit/license number which will be used as a reference number. In addition,an applicant that must sabmit multiple peunit/Iiceose spplit*fions in any given year,need only submit one affidavit indicating current policy infonmation(if necessary)rand under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the-affzdavit that has been officially stamped or marked by the city err town maybe provided to the applicant as proof that a valid affidavit is on file for fibre permits or licenses A new affidavit must be filled.omit each year.Where a home at: or citizen is obtaining a license or permit not related too any business or commercial venixre (Le. a dog license or permit to bum leaves etc-)said person is HOT reginred to complete this affidavit The Office of Investigations wound film to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a caIL The Department's address,Weghone and ft number: 4 Co=anwesltjj of Mma&usetb; . . IIeparhnent aflnd�s[rialAc�,idaats Qfim of invewgatiom �U4'�i�ash�gtan Sires Eaton,MA 02111 TvL,#617-727-49R4 at 406 or 1477 MASSAFE Fax#617-727 7749 Revised4-2"7 aura .��fdia AWC Guide to Mood Construction in High Wind Areas: 110 fnph 1Vind Zone Massachusetts Checltlisf for Compliance(780 CiM115301.2.11a)' Loadbearing Wall Connections Lateral(no.of 16d common nails) ' .....(Tables 7)................. . ...................... . Non-L'oadbearing Wall Connections Lateral no:of 16d common nails ................................ able e Load Bearing Wall Openings(record largest opening but check all openings for conplance to Table 91 Header Spans ........................................................(f able 9)............................... _ft �n. 11 ... _ SIRPlate Spans ...................................................:....(Table ............................ it in.511' Full Height Studs (no.of studs)..........................:.......:.(fable 9)............................................... .... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans..............................................................(fable 9)............................... _ft_In.512' • Sill Plate Spans.. ..................................................(Table 9)..............._.................._ft_In.512' Full Height Studs(no.of studs).........................._........(Table 9)................................._............:........ Exterior Wall Sheathing to Resist Uplift and Shear Slmultaneously4 Minimum Bulding'Dimension,W Nominal Height of Tallest OpeningZ .............................................................................._5 6`B' SheathingType............................................(note 4)::,............................................ , Edge Nail Spacing............. .... . ......(fable 10 or note 4 if less)..... .._....... in. Field Nall Spacing. .................... ...................(fable 10).......................................................... in. Shear Connection(no.of 16d common nails)(fable 10)......................................................._ Percent FulkHeight Sheathing..................:...(Table 10)......................I............................. 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).................... Maximum Building Dimension,L Nominal Height of Tallest Opening2......................................................................._5 6'8' SheathingType..............................................(note 4).................................................... Edge Nail Spacing........................................(rable i 1 or note 4 if less)......................., in. FieldNail Spacing......................................u.(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11)...........�....................._................... _ Percent Full-Height Sheathing......;..._...........(rable 11).............................._..___.............__Y° 5%Additional Sheathing for Wall with'Opening>6'8'(Design Concepts).................:.. Wall Cladding Ratedfor Wind Speed?........................................................................................................................._ 5.1 ROOFS• Roof framing member spans checked7:........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...(Figure 19 _ft 5 smaller of 2'-or LB Truss or Raper Connections at Loadbearing Walls Proprietary Connectors Uplift ... ........ able 12 ..................U= plf Lateral. ..............._.......................(fable 12)...._............................... .L= Plf Shear... ...--•--. .. able 12 .S= . . -pl f• ' Ridge Scrap Connections,if collar ties not sed -er page 21... able 13-•..•.-.- �..._ •- _. T= pif Gable Rake Oudooker.................:........................(Figure 20)............._ft 5 smaller of 2 or L/2 ' Truss or Rafter Connections at Non-Loadbeadng Walls' Proprietary Connectors Uplift.......................:..........--.__....(fable 14)......................................---._U= lb. Lateral(no.of l6d common nails)...(Table 14)................................ .....L= . lb. Roof Sheathing Type................:.................................(per 780 CMR Chapters 58 and 59)...........: Roof Sheathing Thickness...............................--.:..................................................._In.z 7116"WSP Roof Sheathing Fastening..............:............................:(fable 2)................................... ..................._ NDtes: •1. . This checklist shall be met in its entirety, excluding the spedfic exception noted In 2,to comply with the requirements of 780 CMR.5301.2.1.1 Item 1.If the checklist is met in Its entirety then the following metal straps and hold downs ara not required per thei WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2b Gage Straps per Figure 11 c. Uplift Straps per Figure 14 ' d- All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b Z 'Exception:Opening heights of up to 8 fL shall be permitted when 5%is added to the percent full-height sheathing ' requirements shown In Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated 92-gaide. A FYC'Gnide 16 Wood Construction uz Higlr Wind areas:II0 niph 1•>rnd Zone Massachusetts Checklist for Compliance (78o chuz53oi.2.la)' - f�Ch= . Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................................................. .....110 mph WindExposure Category................................................._....................................... ............_:................:...B Wind Exposure Category................Engineering Required For Entire Project.......................................0 12 APPLICABILITY Number of Stories(a roof which exceeds 8 In 12 slope shall be considered a story) stories 5 2 stories RoofPitch.........__.............................................................(Fig 2) ........................................... 512:12 Mean'Roof Height•_....................._.....................................(Fig 2)................................................ It 5'33' Building Width,W..................... ...(Fig 3)......................................_........._ft 5 so, ........................................ Building Length,L ......... Fl 3 _ ' • Build ( g )' ft.s BO Building Aspect Ratio(L/Vlr)�.•...... •.................................(Fig 4)..........................._............... s 3:1 Nominal Height of Tallest Opening .................. .......................... S SIB, 1.3 FRAMING CONNECTIONS General compliance with framing oonneCtions......._...........(Table 2).............................................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.................... ...:.......................:.......................................................................... ConcreteMasonry............._........................................................................................................... 22 ANCHORAGE TO FOUNDATIOW's , 5/8"Anchor Boltsdmbedded or 5/8'Proprietary Mechanlcal Anchors as an alternative in concrete only BoltSpacing-general........................................:.(Table 4)............................................. in. Bolt Spacing from endroint of plate............._..............(Fig 5)....._...........:................. In.:5 6"-12'. Bolt Embedment-concrete._.................. ..........(Fig 5)...... "....._... ............................._....._..... m.i 7 Bolt Embedment-masonry..................:......................(Flg 5)............r............................... in.a 15' PlateWasher..:...........................................................(Fig 5)...............................................z 3"x 3'x Yd'. 3.1 FLOORS Floorframing member spans checked ..............................(per 780 CMR Chapter 55)............................. Maximum Floor Opening Dimension...:.................__....._...(Fig 6).................................................. ft512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Flg 6)..:....................... ......... Mbxfmum Floor Joist Setbacks Supporting Loadbearing Wad's or Shearwall................(Fig 7).................................................... ft s d Maximum Cantilevered Floor Joists T Supporting Loadbearing Walis'or Shearwall................(Fig 8)............................................... ft 5 d FloorBracingat Endwails....................................................(Fig 9).............................................................. Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)................................... Floor Sheathing Thickness.........................._.....................(per 780 CMR Chapter 55)....................... In. Floor Sheathing Fgstening_...............................................(Table 2)..—d nails at . in edge/—in field 4.1 WALLS Wall Height • Loadbearing walls...........*............................................(Fig 10 and Table 5)............_.............—ft 510' Non-Loadbearing walls........................................._.......(Fig 10 and Table 5)........................... It'5 20' Wall Stud Spacing .........................................................(Fig 10 and Table 5)...................—In.5 24 o.c. WallStory Otfsets . .......................................................(Figs 7&8)........................................... ft 5 d 4.2 baMOR WALLS' . Wood Studs Loadbearing"I$.................. .................................(Table 0..........................._.2x -_ft—in. Non-Loadbearing walls ...............:(Table 5)..............................2x --ft—In. Gable Fred Wall Bracing FullHeight Endwall Studs...................... ....(Fig 10)................................................................. WSP•Attic Floor Length.-___*.:............................(F 11 _._...._.............................. ft /3 'Gypsum CeiMg Length(If WSP not used)....:.............(Fig 11)..._.......................................—It t 0.9W _ and 2 x 4 Continuous Lateral Brace @ 6 fL o.G..(Fig 11)....:... ......................................... .. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing In end Joist or truss bays Double Top Plate SpliceLength ................:....................... .._ .....(Flg 13 and Table 6).................................. —ft . Splice Connection(no.of 16d common nails).....:........(Table 6)........................................................ . AWC Grude to !Wood Corndruction br Hi-fi 14,MdAreas: 110 nigh Wind Zone Massachusetts Checklist for Compliance(7R0 CIAR 5301.2.E.'1)' 4. a• From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nall Spacing requirements b. 'Wood Structural Panels shall be minimum thickness of 7/16'and be Installed as follows: I. Panels shall be Installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. of. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. Iv. On two story construction, upper panels shall be attached to the top•member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a)new house or horizontal addition—required If project is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless then:Is extensive renovation to the first'fl or c)replacement windows—needs energy conservation compliance only(chap 133) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)websits. YVF1@ITHE5 FFESISON ` R AMM USEnd MAILS 'ATIj sbe ` 1 11 11 n H is i' � i i '• ii it � t I I �. i 1 i�mpp 1 4 1 1 1 W It . g 1 iL. I 1 d� `1 ��• i i i �` 1 J 1 FgAhpRG MEMBBtS R i' E liTFRI.IFDL"M 1 �� • ^• 1.� ii ii S 1 1 - ` 1 0. IJI u' 1 t _ 79 'Z •� 1 1 11 1 I• '� *• .•S �iM. 1 1 1 1 ir DOU9t EJET?GE+• STAGG8:8) NM�SPACkJQ WAIL PJATMW PANH. PANLEDGE COU9IENAILIDGESPAC>MIDETAL See Detail on Next Page Vertical and Horizontal Nailing Detail Verhoal and Horizontal Nailing for Panel Attachment for Panel Attachment ' yj A i dFTME Towir of.Barnstable. Regulatory Services r Richard V.Scab,Director Building Division Tom Perry,Building Commissioner f 200 Main Street;Hyannis,MA 02601 www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, a �df►�,•�'� ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bythis building permit application for. (Address of Job) } z . "Pool fences and alarms are the responsibility of the applicant. Pools are not to be Med or utilized before fence is installed and all final inspections are performed and accepted 4u �Y Signature of r ignat:ure of Applicant Print Name PriarName, Date ,;FORMS:owNWERMISSMIe00LS , xmn orbarnstame Regulatory Services" °FTHE rOryy Richard Y.ScaI4 Director Building bivision MASS> Tom Perry,Building Commissioner 16.19.�� 200 Main Street, Hyannis,MA 02501 ' www towmbarnstable.ma.us Office: 56 8-862-4.03 8 Fax: 508-790-623 0 HOMEOWNER LICENSE EXEMPTION --- — -- Please.Print DATE: JOB LOCATIML• number sheet vil W "HOMEOWNER"• name home phone# work phone# CURRENT MAII.ING ADDRESS: city/tolm Aft rip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowner's to engage an individual fur 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 ofBarnstable 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 -h n 17. onstruch n HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shaI1 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 witli a•Iicensed 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.\WPFILEMRMS1bugdmg permit fmmslEXPRESS.doe Revised 061313 '. isrI me, eaac cs�wns `, • 1 . � `� - QDOfeD "T 1]7yL1T i�.l ' - y�. " ! rya;► a,.s�: �,e� . Paueis2 1 s . - - rwT& 3r UAri30nfl u5eo �m R2srbG.r\� _ — • G � � 4o'`iJr�o POR vMWeud Na l'-rG�.� `: _ - •.J{'I�NCTl4�i'_ -1i�661w/4V�oPDSTT 'w'AU NAtE'NOk. 71 t� nlG. WAIk Sl�6nTrliltG' tPIS1 �LC.VP-T!OM (fa.o•N-1) CR6S5. SECTION �t"jf1tL. u DI E: NO. DATE BY RLL Wnek >Mali Loc-4- GovrrchiNU coons �'nno%Nar+p3 REVISIONS'. cow'[a�'crae, SHA-►t.. 'J6ti�Y_A�G O%norfai'oNG - • IITk9 �t,d c.or,A7�ro++n Error r. ti.r`. 9v.T ' eF Cr�TtucTiOr+ ' - Gµ SCALE .OAN. MEET WEETS lit DATE- AP". �I TITLE P.D.Bo.360,.ve,•r-aln,c,;r:,,MA J25i4 . - - DRANINO NUMSEN I 1. . . . Qr5Hgr Le QOOE - [s r'V5- . �' �\ 'cXTSTi G5PRLr, a _ bJJt - 1 �N51A« e4:110" �;. At chVr: jJ I �>,:Jl.it !0a.n•Ch7,+6 ,w��':+.•/ rL / ven q ci. LA) I G•>,e'v bait rn-w-.wCa �.W S+:C) ��CLiI - R\�1 n n 1 la we I I I y1 [..ea�drrt:oWw� 1.x acc=o we,%►K r R iTERATi N5 ��(\SI:+.IFS �wy I �/ CTi-i•.W � _ I � ` r n[R'4MI5 J /W UP`SE'ME/JT ft-)w"3itr,vtj t-UOlI. J 'd 2£Sl pr (sl c�arsi` Uow jgDAO rI E P i At4 Llwobk6 AS T„(r Tt-1 c 6 7 A�A SYEG fsar pM:tiDW F&, ?5+r+e'^^ery ,act - 7 OQGrJ VV.UOr'TH WwH TD eXiSl nl! S11FO ,'ZAS-trll SK.Y LR:+tic {>`5 -0c0NIf6D C�kal+. Lo�atc�i, a. ncNr6m5nr+6 ors, • ratio w,0" Px--L'Ti over tip mi Luc:clew� PLAN y� (,'O _ :S'LlCrLrESTE:D STVLE NNMr3 FT^= . .,6Eo5U�Gti- 12ovi�u Wh+e�ow KW I I-h'y fc.0 V6-lUX'C*, N,IN 2mf f S¢C iz-o.-]UaFW) -TIPS oeVS ab lz�0: - QC^neVF V iUT - r 'EiI�rIDAF -'S " too ' NQRfiRl N £Lti-Y TION ' .4oa Eo.Su7KUT O.0 r ( -aO r-O 9orS w F-19,4 c8 5 LS • 4 __ __.. _ �....,_.- - . ' , - - - r'roT& Ir URr{30AtD del0 Tt yRc'sia�rF 4d ,at�o;-Putt vlv�anl N�1-rGn �• \ - - _ .. .�{'1 iNCTt[�s. •-Ii64Ah�:-�a Ov.L� ..yf.. _.V..�_L ------------------ 50UTt 1 ILLEWATI UI _ � - � � 0.rsNtnf�6LE RaOF ' 1`' I Ir 1-- —' r I _ I i . . �.... '`_ C:.rs.ii/5 ' � _ .,. _.�� _ '� •�'�!.„..,. The Town of Barnstable � Department of Health-,Safety and Environmental Services TEo +° Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Permit no. Date ;� 7 AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: f'1'1e(1`.i,' t,m C}1 Estimated Cost a�5 Address of Work: )so rl/r-q \' o Goi Owner's Name: i ,. Wkrlienoor- Date of Application. "ot'�Y11 o�c :Z_19 ej' I hereby certify that: ' Registration is not required for the following reason(s)- ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby ap ly for a permit as the agent of the owner: � 04 S Date . r Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav The Commonwealth of Massachusetts Department of Industrial Accidents r 600 Washington Street Boston,Mass. 02111 Workers' Com ensation Insurance Affidavit namer�r1�1 location: ►i7�1 ROQ� � ' ➢� city hone# 69- -7 ❑ I am a homeowner p orming all work myself. [ I am a sole Proprietor and have no one worldng in any capacity I am an em 1 ding workers' compensation for my employees working on this job.: CA) anv : .. address. . ;:,: ::......:.................,:::::.:..... • ane C1tV• insurance co.' ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have thefollowing workers' co ensation polices: fo ................................,:..::::. .....................::::.:::::::::::.::.,::.:::. .. ::,,;;.»>.;::: g mP................ .... .. ::. ,::::::,. :::.:.;;:->::;:.:;::;;:.;:;.;:.::.:.:::::::::::.;;;:.;;;:: catu sauna m ............... .............................................. ci ....... ......................:..::.......:...:::::...::.......... .................................................................................:................................................................................ P. . ::::::. ::...:....::::•::........:::.................... :•::::::::::.::...........;, :..:::.:•>:.:+.�:::::::•:.................:,.::,.,....:::...,....,,:..... loauraitce�ca:;;<::;;,>«<:>::,.:<:>::>.:<:;<::;::::<;.;:.:.;;::.>:;;<;:.;:.;:;:;:.:.:<-;::;:..�,::.:.;:,.::.,..,.....:.:,.. olicv.# anv nam .:,:::;.;:<:.: c .: ..... address:'. :::.::::::::::::::•:::::::::.:::::::::::::::.:.:::::.::::::::.::::::::::::,:::.::.....::::.....::-:. ::.....::-:::::::::.::.:- . :i::Y•i:>:::C•ii:C is??i'.:::::::i:::.:v.....:.......:.:.......:......................................................... ..:::::. ::....::::::n�::v:::::.:::::?i:::::::::n�::::.�::•.�::::: .�. >:? ......................................:.....:.......::::::.::..:::......................... ......................................:..... ..................... ................. ........................................... : :.�: ::::.�:.�::: ::::::.�::::.y::•: ..................:.�:::::.^::::J?:titi4i?:•??ii?:w:::::::::::::LY::.':::�:::::::�':::"::-:::::::::.vv::r.:r.::::::.::?::r:-.v.vrr:•:rr:f;::::::::v�:.•:::::::::::::::::..... ............::::.::":'.::::::.:....{:i???:...... {:......... ciwt ....,-:::::::. ........................................:::::.:::::::: licV nsnrance�co::::::.:,:..;;:.;,.;:,;.;:.:,..::,.;:.::.::;.:...:...........:...::....:. g�mre to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a tine up to s1,S0U.o0 and/or one years,imprisonment as wen as civil penalties in the form of a STOP WORK ORDER and a fine of 5100.00 a day against ma I uiderst�d that a copy of this statement may be formaded to the Once of Investigations of the DIA for coverage verification I do hereby certify under the pans and penalties of perjury that the information provided above is trw-and correct _ Signature' � Date 1 a'l�� Print name e Ph.# �� -z -�3 S't Efndd do not write in this area to be completed by city or town official town: permitllicense N O��g Department ❑Licensing Board ediate response B required ❑Sdectaneap Office ❑Health Department phone#; _ ❑emu—=— (fewed 9195 PJA) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 606 Parcel O 73 '�� Permit# 3 Health Division _ �! '' �� ✓cQJ� 1 V Date Issued l 30 Conservation Division ` Fee_ ? . . - .�, Tax Collectorf __ Treasurer � �,• : -, INSTALLED IN COMPLIANCE Planning,Dept. WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TClftGIN REGULATION'S Historic-OKH Preservation/Hyannis Project Street Address Pne- 16d6t �. Village Cmh_Lc.t Owner Address S'ohcin/a1'�ree.t- �fw.f" 6 G X A®q6, Telephone Permit Request Al ter&fcon- Ad4&e'7\ — G-xu P�C>st�ita One as L i be M �atk p /odd Square feet: 1st floor: existing i a® proposed 1,b5g 2nd floor: existing proposed Total new _:1p Estimated Project Cost 015 Zoning District M : Flood Plain 0)4 . Groundwater Overlay AYL, Construction Type Itkmeb k�j o�wzeof (Mcrete wG Cp Lot Size 15 158' t s r= Grandfathered: U Yes f (;No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure t-66Qa Historic House: ❑Yes Ca'No On Old King's Highway: ❑Yes WAo Basement Type: ❑Full Ycrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) — Basement Unfinished Area(sq.ft) /005 Number of Baths: Full: existing j 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 mil ❑ Electric 1 Other Central Air: ❑Yes Ulrko Fireplaces: Existing / New Existing wood/coal stove: ❑Yes Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:existing ❑new size ' Shed:❑existing ❑new size Other: C�nuerh -io bar f b �Gi. Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Gd No If yes, site plan review# Current Use t d67)-hat Proposed Use BUILDER INFORMATION Name a �i-I' Telephone Number _SO &-477-03N Address io P n k hvr n Poll nt License# 0►4 70. S�t,Dee I l a 61464�1 Home Improvement Contractor# 1061�q Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 6 CO"YYt hfer SIGNATURE �� DATE ��l T �L FOR OFFICIAL USE ONLY PERMIT NO.'. a DATE ISSUED - - MAP./PARCEL NO.' Y r. ADDRESS VILLAGE - t OWNER e T DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH; FINAL GAS: ROUGH �Z FINAL - - FINAL BUILDING $ DATE CLOSED OUT # ASSOCIATION PLAN NO. y i MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # ' MAScheck Software Version 2.0 Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric-Resistance) DATE: 12-29-1999 DATE OF PLANS: TITLE: COMPLIANCE: PASSES Required UA = 158 Your Home = 157 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA -------------- --------- --------------------- --- CEILINGS. 566 38.0 0.0 ._.... _....._.-17 ;;,, . ,..,. WALLS: Wood Frame, 16" O.C. . :; 322 15.0 0.0 25 WALLS: Wood Frame, 16" O.C. 369 19.0 0.0 .22 GLAZING: Windows or Doors 218 0.330 t; 72 FLOORS: Over Unconditioned Space 566 25.0 21 COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with .the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in : the Code. The HVAC equipment selected to heat or cool the building shall be .no greater than 125% of the 'design load as' specified in sections 780CMR 1310 and J4.4. Builder/Designer Date 4, " �` s`'H, �i�e��omiwon:.ealGE o�./tlaaoac�uaelta ' v= ,, _ �, �' OME ;IMPROVEMENT CONTRACTOR Registration 400189„ i. E Type ``:INDIVIDUAL Expiration '06/11/,00 JAMES Prc`FITZ6ERALD, JR. nkhorn Point ADMIMSTRATOR n. aSnpee MA 02649 A ✓die �O'rr7irll•OIZUIP,CLCCIL o�'✓�`a�vac�rc6elt BOARD OF BUILDING REGULATIONS !License: CONSTRUCTION SUPERVISOR Number: CS 014702 Expires: 08/11/2001 Tr.no: 2499 Restricted To: 00 JAMES P FITZGERALDr 6 PUNKHORN POINT MASHPEE, MA 02649 Administrator J ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE 116 square feet X $55/sq. foot= %a, I7S GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH 41�o square feet X $20/sq. foot= DECK square feet X $15/sq. foot= OTHER 0-/t ll-4Ueg1 vn, square feet X $??/sq. foot Total Estimated Project Cost -1k a.I 5 g990915b °F TF1E TQ� t . .�°� The Town of Barnstable snxxsTnsi.e. • Department of Health Safety and Environmental Services 'OTFOMp�� Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner SHED REGISTRATION lea cd Tu GT Location of shed(address) Village Property owner's name Telephone number f -7 3 Size of Shed Map/Parcel# Signature V Date >< Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) IoIE—S 15S PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN o Q-forms-shedreg 1 REVISIONS: NO. DATE - OESC. THE STRUCTURE IS LOCATED IN ZONE C. _ AS SHOWN ON FIRM COMMUNITY PANEL 250001 0021 SC D. EFFECTIVE DATE:JULY 2, 1992,y�OC 3LL - STREET t ._ I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS. DIMENSIONS AND SETBACKS TO THE RESIDENTIAL ZONE RF, STRUCTURE AS DETERMINED BY SETBACKS; FRONT 30' INSTRUMENT SURVEY AND AS SHOWN ON SIDE 15' THIS PLAN ARE CT. REAR.15 °r GROUNDWATER OVERLAY DISTRICT: AP - OIAIDA. �? - DEED BOOK 845, PAGE 375 ASSESSORS MAP 20,PARCEL 75 PROFESSIONAL LAND SURVEYOR DATE Z CERTIFIED PLOT PLAN -•� o:. AT O o 130 PINEY ROAD m IN D a COTUIT CONCRETE MASSACHUSETTS o BOUND FOUND (BARNSTABLE COUNTY) CONCRETE SOUND - 6�030 E FOUND 32.88' CONCRETE - BOUND FOUND AUGUST 9, 1999 F ,d - Oyl '� I �.22.1' , c24.20* I 6 PREPARED FOR I EXISTING DRIVEWAY PHIUP A WHRITENOUR ct r — — .40'_.:. c P.O. BOX 2046 4> . 130 PINEY .ROAD o o v. bFS� COTUIT, MA 7;46 ,, o LOT 204 \ ozs3s I 8.07' u - '058f S.F. CONCRETE f. o • p R� BOUND 39.8' 32.2"P \ p05� FOUND The 8SC Group,Inc. 657 Route 23, Unit 6 West Yarmouth. Massachusetts big 02673 �6 \� 508 7/8 8919 M9 fie Rsc h I CONCRETE LOT 205 BOUND SCALE: I'= 20' 0 1.25 2.5 5 Z FOUND 0 10 20 40 m 6� u PROJ. MGR.: C. FIELD 00 f - RaD: P. H. / A. D. CALL./DESIGN: K.HEALY 1' CONCRETE DRAWN: K. HEALY BOUND CHECK: C. FIELD FOUND . FILE: 8092-CPP.DWG DWG. NO: 5158-01 JOB. NO: 4-8092.00 SHEEP 1 OF 1 � � 33i9 FOUND `'< 86. ' CONCRETE BOUND AUGUST 9, 1999 FOUND ,o OST a) 22.1 o I / 24.20' 8S, - F\ PREPARED FOR: O tiC �► - PHILIP A. WHRITENOUR EXISTING DRIVEWAY ; S� \ — o P.O. BOX 2046 7; 0' c,F\ 130 PINEY ROAD Q, COTUIT,.• MA Ln \ 02635 o .. LOT 204 \ z .r s #13000 CONCRETE LA BOUND FOUND The BSC Group, Inc. 39.8' 32 27' P / 18.5' 0 N6a 657 Route 28, Unit 6 West Yarmouth, Massachusetts 19 02673 166 508 778 8919 © 1999 The BSC Group, Inc. CONCRETE LOT 205 SCALE: 1" = 20' BOUND 0 1.25 2.5 5 MEV-Rs z FOUND 0 10 20 40 FM 4t PROJ. MGR.: C. FIELD o FIELD: P. H. / A. D. CALC./DESIGN: K. HEALY DRAWN: K: HEALY CONCRETE BOUND CHECK: C. FIELD FOUND FILE: 8092-CPP.DWG DWG. NO: 5158-01 cuC,cT 31w��4� REVISIONS: NO. DATE DESC. THE STRUCTURE IS LOCATED IN ZONE X AS SHOWN ON FIRM COMMUNITY PANEL S 250001CO752J D, EFFECTIVE DATE: 7/16/14 CNO o _ sT R T CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION OWNER: KAREN AND ROBERT EDWARDS AND BELIEF THAT . THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE RESIDENTIAL ZONE: RF. STRUCTURE AS DETERMINED BY SETBACKS: FRONT 30' INSTRUMENT SURVEY AND AS SHOWN ON SIDE 15' THIS PLAN ARE C CT. REAR 15' t1J1OFAL�� GROUNDWATER OVERLAY DISTRICT: AP f•r No.3=9 t` DEED BOOK 22464, PAGE 193 ASSESSORS MAP 20, PARCEL 75 Q� 3 -/v —2o/(9 PROFESSIONAL LAND SURVEYOR DATE ADDITION a AS— BUILT a AT 0 O 0 130 PINEY ROAD m a IN COTU IT $W CONCRETE MASSACHUSETTS o BOUND FOUND BARNSTABLE COUNTY CONCRETE BOUND 65p3 � A FOUN© CONCRETE BOUND FOUND MARCH 10, 2016 rn H 16.2' ADDITION NTH SONO TUBES 20.0 0 22.1' AOsj, I UNDER CONSTRUCTION o c o p O PREPARED FOR: rn tic. �tic� EXISTING DRIVEWAY ` STEVE BOBOLA MASS BUILDING SYSTEMS 24 SAINT FRANCIS CIRCLE Cr ti 9 FS '8s. HYANNIS, MA 02601 0 30 1 ` 508-771 -8979 � I I # LOT 204 o 159 058f S. Ott �� F�NOE CONCRETE o BOUND p,N 39.8' /� POc�� FOUND The BSC Group, Inc. 18.5 N6 349 Route 28, Unit D West Yarmouth, Massachusetts �66. 9' 02673 508 778 891.9 Q 2016 The SSC Group, Inc. CONCRETE LOT 205 BOUND : SCALE: 1" 20' Z FOUND 0 1.25 2.5 5 Mvw .P 0 10 20 40 ter. O CO PROJ. MGR.: C. FIELD o� o FIELD: P. HAGIST CALC./DESIGN: K. HEALY CONCRETE DRAWN: P. HAGIST BOUND CHECK: C. FIELD FOUND FILE: 8092-CPP.DWG DWG. NO: 5158-02 SHEET 1 OF 1 JOB. NO: 4-8092.01 REVISIONS: NO. DATE DESC, THE STRUCTURE IS LOCATED IN ZONE C. — AS SHOWN ON FIRM COMMUNITY PANEL 250001 0021 D, EFFECTIVE DATE: JULY 2, 1992 — sc/,/ _ ot _ ST - R E ET I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE RESIDENTIAL ZONE: RF. STRUCTURE AS DETERMINED BY SETBACKS: FRONT 30' INSTRUMENT SURVEY AND AS SHOWN ON SIDE 15' THIS PLAN ARE CT. REAR 15' OF GROUNDWATER OVERLAY DISTRICT: APAFEW a No.3001 DEED BOOK 845, PAGE 375 Ax u� ASSESSORS MAP 20, PARCEL 75 PROFESSIONAL LAND SURVEYOR DATE CERTIFIED --� W PLOT PLAN Q AT 0 130 PINEY ROAD o0° IN z Q J COTUIT ,W CONCRETE MAS SAC H U S ETTS 0 BOUND (BARNSTABLE COUNTY) (o FOUND CONCRETE Sig � � •� FOUND j 2.86 '� z CONCRETE BOUND AUGUST 9, 1999 FOUND ,00 S�. \ \ Ss�ir w �F 7 F rn �i • 22.1' �s / / 9 24.20' 8S' PREPARED FOR: 0 tie EXISTING DRIVEWAY � PHILIP A. WHRITENOUR _..-- — o `sc`'�e P.O. BOX 2046 7.40" �ce 130 PINEY ROAD o_ %L COTUIT, MA Ln Fse \ 02635 I 7.40' 0. LOT 204 \ 159 058± S.F. #130 / o I rn / / �� F�NGE CONCRETE - 0 f o / N� RP BOUND 39.8' 32•27' / p05� P FOUND The BSC Group, Inc. / 18.5' 0 . / N68 2� 0 / 657 Route 28, Unit 6 West Yarmouth, Massachusetts 02673 1r 508 778 8919 © 1999 The BSC Group, Inc. 1 j CONCRETE LOT 205 SCALE: 1" = 20' BOUND 0 1.25 2.5 5 wEMRS z FOUND 0 10 20 40 Fm 0 4: c,4 0 0° PROJ. MGR.: C. FIELD 0o W 0 0 FIELD: P. H. / A. D. CALC./DESIGN: K. HEALY a CONCRETE DRAWN: K. HEALY � BOUND CHECK: C. FIELD FOUND FILE: 8092-CPP.DWG DWG. NO: 5158-01 SHEET 1 OF 1 JOB. NO: 4-8092.00 -- ` .,. � ., a .. .. -, , ,. t r� ? .v ;" - � ♦. .�!G .. .. ,. .c .., a •, : c I 4 , 77 W, - I `o+ O — ( 01 N N I 1 � ._ - --- --t , — I I Y 7� , I 1 0 w", . � � • '� 'a f I �` •' � _ _ _--'-- C'xt t;,. !�"'T` r.�I L-S.,_ L.1; � ��! _ .` �) I . ' t i 1/S f`•t.1r'-i-+G'Ix G'xx-'T� I � ; I I \ .+ ' � 1 <--� _ :,. t l t _ _ + 1_ Q r ccx.f , r + �.a✓ems�../ _.i..,,7:. i ! 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