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0882 MAIN STREET (COTUIT)
k -ac) 15 Pe-f-m, �I 1- ti i 1 TOWN OF BARNSTABLE BUILDING PERMIT•.4aPPLICATION Map � Parcel ®� Application # S b a Health,Division Date Issued �ol Conservation Division ® '\)A- 1 So24 Application Ppe Planning Dept. V61 Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address r • Villagev�►�C inA Owner e e__ Gr, cos, �(' Address a�(i xy) Telephone 56:Fg- - Rermit Request ` 1 5 f ) ► n� ) d a C' C-�� - LLa L"; �# Square feet: 1st floor: elisting proposed 2nd floor: existing proposed Total new Zoningp'istrict VeS, A Flood Plain Groundwater Overlay Project Valuation Jd Construction Type %>3&od Lot Size 1... a Lam ' Grandfathered: ❑Yes )4 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 3 new �_ Half: existing \_ new Number of Bedrooms: existing new �,ti�c'�►r� jam' �L `(�'ed Total Room Count (not including baths): existing _newer_First Floor Room Count S Heat Type and Fuel: )(Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes >dNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:X 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) r _ Name d \�D 0 V�1 ("Telephone Number J :\Address A ` 7 m ►x�� ) (N �^'n License # dPL AW Home Improvement Contractor# Email S�GJL��/j� �/ /L • G© Worker's Compensation # mrrg 7 � ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Ac& 70 SIGNATURE C_--�DATE • 5 2fl� i FOR OFFICIAL USE ONLY f APPLICATION# DATE ISSUED MAP/PARCELNO. s , 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. .07ce o fr, . ` 600 Mashucgfan Street . Boston,ETA 02M _ WWW-M r 9uvArza Workets' CompensaffonInsm-anceAffdavib BaderslCanfrac orsLElecfricians(Ph�mbers AuplicaatInformxti6n A'� S rq -a n)'I rx,+ Please Print Le�-bfv' Name(Bnsmcss/org ti X ` 13�laQk I t1.I C o"GV Le `\ y 0 Afire : 1 ] ml-1 c,-�b IN' may/ rjp: PhDne#: 50? )1:2 le?- 3 S(.,,, Ate you an employer?Check&e appropriate b= Type ofprcdect(req�ed): ' .I.� I am a eozployrr��_, � ' 4- ❑I�a general cDntractar and I c3p*=(fnII�nd�/orPart' �)-* havehiredfe 6 El New amain 2.Q I am a sole propu'e�ar or pier- listed am - aged sbcct 7. []Re &Jing ship and have no ampkoyew Them sd bxm S. Q DrmoIiiian woxkmg forme-m sly capacity rmpIoyxs and have wD s' 9. Bmldiing addi[ion [ND wor]oe�s'COTII}7,m¢in anrr_ Crimp.mertranrr rG4n ] 5. Q We are a cmYpmm im mod its 10.❑Blcctricalirpairs or IL carasrd$z ha additions 3.El ma ahnm=mer doing an work of$cers ve eir myself [No W06M&camp. . rigid of MM=PdM per MGI. Q Plnnzbmgrapana or additions ins -any-..=quhmd•1 t c.152,§I(41 sod we have no U-Q Rmfrepaim. [No'wD&=, I3.Q Oar #�Y appliea�that c��box#1 Est also 51I o�tlu;�cztioa be1uW s$owiag theme _wcri�7'—'�Jwmpms�nn tHomeownerswbosabmuthuZm&vitmfi=tmgthey—doing RUWCEkandtL=hueoai9docmIaclnanmstsubmitanotY� is gsnch_ kCaaimrlmr 1h-tebecYthis box=st sft=hed mn eddid=e a=dg owingihe acne of the suh� and sty whc6cr ornatthose cztities have employers Ifthe sub-�ant�s Ir<ve�1os'ces.fbcY mast Provide thou woziaa'eor�•PAY��x I ain an mproyer that&pruvhffng iforke&corn p=adun bw=nce far ary rvVIaye= Bdvw it the policy and job site . irrfarmafion; . Insora=Company Name: SC 14 L E Policy or Sclf-ins.Lim##. /►' 7-8 Yo 6 u BxpirafionDefc- rob Srtz Address: 9 J o'2 ' /,'I,4i Aftarh a copy of the workers'mmp=mtio-a poficy declaration page(skewing the policy number and expiration aatc). Fa-h=to seem coverage as=I fired ender Sectim25A of MGL C.M can lmd to the imposition of¢mmal penalties of a fma 13P to$I,50D.00 and/or nna-year hopasommea�as WmR as civR Pew m the form of a STOP WORK ORDER and a fee Of UP to MO-00 a dap agahn tha violshor. Be advisad that a COPY of fiis sW=ncnt may be awm&d.to the Office of hm=69atinns of talc DIA.far film oce coveoiggm vefcatiom. Ida brreby pars rind penalties ofp thud the urforur6oa prayi&d above'u correrl ��S- PhDna# 0117dal use only,}Da 110f}PlltC Iri fTds¢reo;in be et72t�lded by crty ar toiyn D�T-:TI _ City of Town: Pe�iilLicense#1 Tssaing Aaihariiy L Board ofllealfh 2. ' Dc arfinerrt 3. ._ B�dmg P ( iylTawnCierk' 4,LIerhicallxsspeciar S.Ph2mbiaglnspecar 6 Ofhcr ' CDafsct Person: - Phonc Information and Instructions Massachurseffs Cyc=ral Laws cbaptw 152 regm=all cipployers to provide Wa3mm'compensation fxs their eazplapees. pursuant to this sib an mphgpre is deed as=every person in&e service of another under any contract ofhae, Mq]r=ar iimgilied,oral ar VXh .7 ociafi 'on or other I or two or more An.eanplays'is drfined as'°`an mdrvidmaI,pariz>aship,ass our,coiporatt legal entity, Bury of the fpreg'oing engaged is a joid��andinahegthe legal represetbdves of a deceased employer,or the associaliaa or other l Ioy�- Howt ve r the recetver or trustee of an mdivtdnal,paztne�ship, legal caitty,employing�P owner of a dwGIIing house having not mare�free apadmeuts and who resides therein,'or the oocaliant of the - dwt lliag house of aaadier who employs persons to do maitmianca,construction or repair work an such dwelling house or an the grounds or bmldmg appuateosi>t thereto Shan not because of such employment be deemed to be an miployer." MGM chapter 152,§25C(6)also stairs that"everystate or local licensing agerucyeall wiifhhoId$e issuance or reneW I of a license or permit to operate a bursiaess or to constrict buildings In the coramortwealth for any applimutwho has not produced acceptable evidence of compliance with the insurance coverage required.." AddbionaIIy,MGL chapter 152,§25C(7)stains Neither the cu®cmweaIih nor nay ofits political subdivisions shall ...... Maier min arty contract for the performaum ofpnblic workunfil acceptable evidence of crnmpliAneewith the irm1rance.. rcgiu=rats ofthis chapicrbave bcmpresented b the contra;mg m3fho&y." APPlicaafs Please fill out the workers'compensation affidavit completely,by chug tho bca=that apply to your siinatlon and,if necessary,supply sob-cor�s)name(s), address(es)andphane mmmber(s)alongwih their certi icste(s)of imsoran=. Lkaited Liability Companies(LLC)or Limited Liability Partnerships(LLP)withno employees other than the uncmbers or partners,are not rtsgnaed in carry m workers'compensation saranm If an LLC or LLP does have Maaployees,apolicy is regard. Be advised thatthis affdavitmaybe s*h+itb--d to the Department of Industrial Aceidmds for condirmsfion ofinsurance coverage. Also be sure to sign and date the affidavit. The affidavit shouild be retained to the city or town that the application for the permit or license is being requested,not the Department of Ihrinstid A ccidetts. Shouldyou have any questions regarding the law or ifyou are required to obtain a wad=' camipensationpoliey,please call the Department at the rmmber listed below: Self-Rourod companies shouuld miter their self-ic surance license number on the appropriate lice. City or Town Officials Please be sine$iat'the affidavit is carnplete and puzited legibly. The Department has provided a space at the bottom of tine affidavit for you to fill out in the event the Office of Investigations has to contact you regmffi g the applicant Please be sure to fill i a the peomii'lliceuse number which wiz be used as a refereace number:In addition,an applicant that must sabmvt multiple permh ceosm apphtshans m any given Year,need only submit one affidavit indicatng cuuir=t policy iii56imafion(ifnecessary)and mudmr'Tob Site Address"the applicant shotild write"all locations in (city or town)-'I A copy of the.affidavit that has been officially stamped or marked by the city or town maybe prvvidecl to the applicant as proof that a valid affidavit is on file for future pm mn s or licenses. A new affidavit must be fiIIe:d oiit east. year.Where a home owner or citizen is obtaining a license or permit not related to any buzsincss or commercial veuiiu'e (i_e. a dog license or peonit to bum leaves cto.)said person is NOT required to cou iplete this affidavit - The Office of Investigsfims would liken to tiumuk you im advmc a for yaw cooperation and should you have any questions, please do not hesiistc to give ins a call. The Depmimenfs address,telephone and fax number: Tlxe Czmmmww1tbE of Masmcht . Dqmtaent Gf biftstcW Accident% • �i�e of�e�g$tiou� Bosom IvfE4 E �1F Ted, 617 727-4M at 406 Qr I477-MASSME Revised 4-24-07 Ram#617-727 7749 - --------- --- -- -- --=----------- AWC Guide to WYood Construction in Higtr Mind Areas:.11 D niph Kind Zone Massachusetts Checklist for Compliance asn UVR5301.L 1.1)t Loadtisaring Wall Connections Lateral(no.of 16d common naffs)_._.__...........(Tables;0........ _ _...... ..... :....»_ Non-Lmadbearing Wall Connections Lateral(no.of 16d common nails)._.........._.........__»(fable 8).._ ....»_..:.....__.._........»..»:.---.».... Load Bearing Wag Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........_...»__...__......_..» ..... (Table 9) . ..._ ........................—ft_In..s1 Full Helghf Studs (no.of"studs)......... : .Non-Load Bearing Wag Openings(record largest opening but check ag openings for compliance to Table 9) Header Spans.:.................. .(Table 9).........•------- .........—ft_in.912' Sig Plata Spans.. »_».._.....:.......»..._._..»..»......._ .(fable 9)_...._ ...»_.._:' —ft_in. Fug Height Studs(no.of studs).___...._. _.. .(fable 9)..... ..............._.... _...__._ Exterfor Wag Sheathing to Resist Uplift and Shear Simultaneously4. Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................. s 6`8' Sheathing Type_............. ..-._._.... .(note 4)::....................._....». _ _. , Edge Nail Spacing._....: _ .(Table 10 or note 4 if less): -- -._.... in. Feld Nail Spacing.............»........ . . (Table 10)....-.. ::........ ._.... in. Shear Connection(no.of 16d common nails)(Table 10)... .................................... Percent Fug-Height Sheathing..._' __" . 10)...___..._...._._...................._... _% 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts).-...._........... Maximum Building Dimension,L _ Nominal Height of TaDest Opentng2... ......................... Sheathing Type...». ..... . ..... . .._._..(note 4)......... _ 11 or note 4 if less)...... .._.... Edge Nail Spacing....._. fn.,Field Nag Spading....».: :.__.....»._.._...(Table 11)......... ........_ ..-...... in. ' Shear Connection(no.of 16d Common nail - ... .�' s)(fable 11)....... .........---:._ , --.....» . . Percent Full-Height Sheathing..,__.-(Table 11)..._._......»._._.... ...__.-.._.__% > i• Concepts)--.-.-...--... 5 Additional Sheathing for Wall with O enin 6 8 Des gn -» % 9 P 9 ( Wag.Cladding Ratedfor Wind Speed7._..._.._..............._.._.:...:...._....,................_....._..._..............._».__....,_........_.» 5.1 ROOFS Roof framing member spans'checked?.»:.:.."—....:.....(For Rafters use AWC Span Tool,see BBRS Websf a) Roof Overhang ......... ............._....:.._..... . .(Figure 19).._ .. _ft s smaller of 2-or 1l3 Truss or Ratter Connection at(roadbearing Wags Proprietary Connectors Uplift.... .......... »._. .....(Table 12)................................_..........U= pif ' Lateral....._...__..»....».»..._...........(Table 12)................:....___......_........L= plf Shear.---- --•-- ' . .(Table 12). .. ...................___. _S= p� Ridge Strap Connections,if collar ties not rised per page 21 (Table 13)....__........ ........_.-T= pif Gable Rake Oudooker..................................._».._.(Figure 20) ..... _ft s smaller of 2'or Ll2 Truss or Rafter Connections at Non-Loadbeadng Walls' Proprietary Connectors Uplift.,--.....:............ ._.(fable 14)............._..........._........._.._t1= ib. Lateral(no.of 16d common nags)_.(Table 14)..... ...............:.................L=° lb. Roof Sheathing Type....._ --.....».._ -(per 780 CMR�Chapters 56 and 59)............ Roof Sheathing Thidaiess........... » . _._......-----•-•...-_-- in.z 7/16'WSP Roof Sheathing Fastening............_..__......................(Table 2)..:..:............_.......... _ »...._._.....j._»_ Notes: , •1. , This cheddist shall be met in its entirety, excluding the specific exception noted In 2,to comply with the requirements of 7B0 CMR530121.1 Item 1.if the checklist is met in is entirety then the foflowing metal straps and hold downs are Ynot required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2D Gage Straps per Figure 11 c. Uplift Straps per Figure 14 ' d. Ag Straps per Figure 17 e. Comer Stud Hold'Downs per Figure 1 Be and Figure 18b 2 'Exception:Opening heights of up to 8 ft.shag be permitted when 5%is added to the percent fuMeight sheathing - requireafents shown in Tables 10 and 11. ' 3. The bottom sgl plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. c ' A FYC'Grdde to ft od Construction k7 High Fhnd Areas:J10,mph Wind Zone MAssachuseits Checklist for ComplianLce (7s0 CRTR5301:2.1.1)r C�1 Cbik • -Compliance 1.1 SCOPE WindSpeed(3-sec.gust)........_..._..._._........._...__.__......_......_.-...._._......_.............. , __.110 mph Wind Exposure Category.._..........-._......_...._......__.. .._._............_ .......;...B Wind Exposure Ca _ �s �9�Y•-•••••••-•-•••-Engineering,Required For Entire Project.......................................0 . 12 APPLICABILITY Number of Stories(a roof which exceeds 8 In 12 slope shag be considered a story) stories 5 2 stories Roof Pitch.___ ((Fig 2) ............................................ c 12.• 12 Mean Roof Height-_......._..__......_......_...........-..._........... (Fig 2)_............................................... it s'33' Building Width,W_......_.:.__......._. -.._.-.(Fig 3)_.................: ..._..:._.._it S 80' Building Length,L .:....-.._.._......._......................__ ...._._(Fig 3).... _ft 5 60, Building Aspect Ratio(LPN) ........ ..........._..._......._......_(Fig 4)_._..___......-._... _-...• Nominal Height of Tallest Opening .......__ .(Fig 4).......................................... 5 BIB, _. . 1.3 FRAMING CONNECTIONS General compliance with framing cannec9Dns_...__.=.......(rable 2).......................................................... 21 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................... ........................:........................:................................................. ConcreteMasonry........_._._._.__.._...-........._....................._......................................................... 22 ANCHORAGE,TO FOUNDATiON" 5/8'Anchor Boltstimbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only Solt Spacing-general.................................__:_:.(Table4)................................_._--....._ in. Bolt Spacing from endToint of plate........... 5).._._...._.....:_.:............... in.E 6'-12'. Bolt Embedment-concrete__......._........._..._.__...._.(Flg 5). ...._....-........_.....:._.._....._ in.z 7' ..... Bolt Embedment-masonry........................_______....._(Fg 5)__.:..._.r........................._._ in_2:15' Plate ................ . .(Fig 5)..........__._.........---...---_ 5,3"x 3'x Y' 3.1 FLOORS Floortaming member spans checked ...__..............._.......(per T80 CMR Chapter 55).........._................. . -_ Maximum Floor Opening k7imension._.:....-._...._..__....._...(Flg 6)....._.....:_............_......._............. ft s 12' Fug Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..:.............:......... ......... Mtudmtim Floor Joist Setbacks Supporting L.oadbearing Watts or Sheanvali...._.._....-(Fig 7)...................................................Tft E d Maximum Cantilevered Floor Joists Supporting Loadbearing Wans•or Shearwall........__(Fig 8)_............................... . ......... It E d FloorBracingat Endwans_.............................................(Fig 9)......................................._....... ...... Floor Sheathing Type ..........................................._.._.......(per 780 CMR Chapter 55).................._.._..__._ Floor Sheathing Thickness.....................................:....(per 780 CMR Chapter 55).................... In. Floor Sheathing Fastening_..........................._........_.....:..[fable 2)__d Hans at in edge!—infield 4.1 WALLS - Wait Height L oadbearing wags._.._...�_......_.__....__.._.._........__ -(Flg 10 and Table 5)_......... _ft !;10' Non-Loadbearing walls... ............._._......_:...__....(Fig 10 and Table 5)....................... _ft's 20' Wall Stud Spacing ..........._...-........:........_-_..............Fig 10 and Table 5)................... In.c-24'o.c. Wa ll Sto�Offsets c 2 F]C rmo WALLS' . Wood Studs _ L oadbearing uiralls-._._._...:..............-..._......_.___......(Table )........_........._.......-.,2x ft - rn. Non-Loadbearing walls.........................................(fable 5)............................ 2x Gable End Wall Bracing' — — — Full Height Endwall Studs....................___.____-___-..___.(Fig 10)_..._-._.................._......-................:...._ WSP•Affc Floor L ength.__.__---.::_.....-:......_.__....(Fg 11)__...__._..........._._......._. ft kW/3 _ Gypsum Cer7ng Length(If WSP not used)....:..............(Fig i1)..._..-...._..... ................. It z 0.9W _ and 2 x 4 Continuous Lateral Brace @ 5 ft.o.c...(Fig 11).......................................................... or 1 x 3 ceiling furring strips @ I spacing min.wgh 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate - ; Splice Length .._._..........:............._.._...._.._.__....(Fig 13 and Table 6)...................._....... _ft Spice Connection(no.of 15d common nails)-_.._...(Table 6),................................._.._....._.... — r ' AWC Guide to Woad Construction hi High RP7nd Areas.' 110 mph 1Y7sd Zone Mksachuseifs Checklist for.Compliance(78o CMR5-3ol 2.r_1)' 4. a. From Tables 10 and 11 and location of,wall sheathlhg 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: L Panels shall be Installed With strength axis parallel to studs. fi. All horizontal joints shall occur over and be nailed to framing. frl. On single story construction,panels shall be attached b 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. Hor¢ontal nall spacing at double top plates,band joists,and girders shall be a double row of ad staggered at 3 inches on center per figures below:Vertical and Horimntal 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.2B or north of We.6) b)vertical addition—not required unless there is extensive renovation to the first-fioor C)replacement imbidows—needs energy conservation compliance only(chap 93) ' B.Wood Frame Construction Manual(1NFCM)for 11D MPH, Exposure B may be obtained from the American.Wood Council (AWC)website. { WFf9iT2rS1376EAF5r5OR , IRAMM MEW NAILS AT6ba 1 u 11 1{ Irgal .. • r At {{ ' {•It I rt + t r < 1 It Ito i ► + 1 tf {{ i{r 1 1 1 t n � ii is A Q . rli { i d t!{ i 1 0 - . 17 Z .1 { t 1 I N Ir 1 4 - 1 it al rL - { 1 t3 C t o it {i 1 + I' F:RWM Nffl J W }i 14 1 1 �EMF3#.1®LCTH I I �{ • 1.� 11 11 � 1 { 11 it pQ ' 11 1119 s ± ; 1 1 i Z 1 H11 11 A I• i ` _ 3'6tQ1 { i 11 \ r; . Dod191f'f.DG� t It SrRGGEFED a'Mwl WAX PATMW � PMra RAW-EoriE CouHI E NAII®GE SPAC7YG DErAL Set;Debild on Next Page Detall . Vertical and HDT!Mnlal NaTng Vertical and Hotizantal Nailing for Panel Attachment for Panel Attachment ' 'Y ofTME�r,�, Town of Barnstable Regulatory Services ire ► Richard V.Scab,Director t A. . Building Division ----.... .-- -.—...._ —_.. -----....----..._.___ --- ---. .... ....__ :Tom Perry,Budding Commissioner 200 Maia Street,Hyannis,MA 02601 www.towmb arnstablema.us Office: 508-862-4038 Fax: 508-790-6230 - Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property be=by autborize -_AA�Ae,60 r��� to act on my be6l�, . - " � in all matters-relative to work authorized bythis bolding permit application for. 6.4 (Address of job) P0o1 fences and alarms are the responsibityof the applicant. Pools-- are not to be filled or utized before fence is installed and all final inspections are performed and accepted. Of Owner �gnatare of_Applicant Of OWM� .j Print Name riot Name Date i Q:FORMS:OWNERPERMISSI014P00LS Town ot'tBarnstaKe Regulatory Services �oF VW rg Richard V.Sca%Director Buifding birvmon `• Tom Perry,Buildmg Commissioner Huss $ - M��m 200 Main Street Hyannis,MA 02601 w W w.town_barnstable.maus Office: 568-862-4038 Fax 508-790-6230 HOMEOWNER LIC•EIQSE F TION DATE: JOB IACATIM-t number shut v�age HOMEOWNER': name home phone# work phone CURRENT MAILING ADDRESS: eity/mwn shft 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_ DE1+ MON 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 responsrble 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 nndersta ids the Town ofBarnsstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and recpuizements. Signature ofHomeowner Approval of BuBding Official Note: Three-fzmily dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. F HOMEOWNER'S ESEWd UON 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-LI-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,Rnles&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. Li 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 My aware of his/her responsribrTities,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 formlcertific ation for use in your community. .-\VWT ZIEMRMSIbmldm amitfinm MMRESS.doo Q gP Revised 061313 Land Court Certificate -Search Results Page 1 of 1 BARNSTABLE LAND COURT REGISTRY DISTRICT JOHN F. MEADE, REGISTER Land Court by Certificate# Search Certificate #: 157045 <Preuious -.Show Print Cart Pnnt Listing;;; T Certificate Listing Doc. No. 795,777 Ctf. No. 157045 TRANSFER CERTIFICATE OF TITLE ,R From Certificate No. 81802, Originally Registered May 22,1980 in the Registry District of Barnstable County. THIS IS TO CERTIFY that OLIVE N GROSS, JANE GROSS; as Trustees of the 882 Main Street Realty Trust under a Declaration of Trust dated March 9, 2000, being Document No. 795,776, of.446 Dover Road, Westwood, Massachusetts 02090, the owner(s) in fee simple, of that land situated in BARNSTABLE in the county of Barnstable and the Commonwealth of Massachusetts, described as follows: LOT 2 PLAN 19606-D There is appurtenant to said land a right of way over the portion of Lot E (Way) running westerly.to Main Street as shown on said Plan. , And it is further certified that said land is under the operation and provisions of Chapter 185 of the General Laws, and that the title of said owner(s) to said land is registered under said Chapter, subject, however, to any of the encumbrances mentioned in Section forty-six of said Chapter, which may be subsisting; and to any and all public rights legally existing in and over the same below mean high water mark in Cotuit Bay. WITNESS PETER W. KILBORN,.Chief Justice of the Land Court at Barnstable, in said County of Barnstable, the twenty-eighth day of March in the year two thousand at 8 o'clock and 36 minutes Attest, with the Seal of said Court, JOHN F: MEADE, Assistant Recorder. Land Court Case No. 19606 <Preuiqus Show Print Cart Print Listing https:Hsearch.bamstabledeeds.org/ALIS/WW400R.HTM?WSIQTP=LCI2I&W9RCCY=2... 5/28/2015 i CCI05272015_0000-jpg(JPEG Image,988 X 1280 pixels)-Scaled(66%)https://web.maii.comcast.net/service/home/—/?auth=co&id=145685&p... CERTIFICATE OF LIABILITY INSURANCE o5/z7/zols 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 it, 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 endofsement(s). vROOULER PAUL SCHLEGEL NRME: SCHLEGEL INSURANCE BROKERS INC E.........:............_..........._..............._.........................._........._..__.._....,,..._,.,.._.TAx............................... ._........................._.-.r...... uvc Nze.R: 508-771-8381 ..c.wSos 771-0663 34 11AIN STREET IaCATC _...:.-- .... -._ .............. ADaREsS SCHLEGELZNSURANC@Gt9tIL.COM WEST YARMOUTH MA 02673 INSURERISI AiFORDIN[i coVERACE _ NMt, INSURERA,NGM INSURANCE COMANY 14786 INSURED ....:_..,.,.. ... _. ..........---......... ._-. INSuRERecAIM MUTUAL Adilson Segolini Dba Segolini Construction ....... ........ _ ...............:.. INSURER C: 117 Minton Zane IN SURE"o: i.................... INSURER E; i West Barnstable, MA 02668 INSUSIER F% i COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 110E IS TO CERTIFY THAT THE POLICIES 01: INSURANCE L15IED BELOW HAVE 6EEN ISSUED 10 THE INSURED NAMED ABOVE FOR THE POLICY PU ut IEOICATED. NOTWITHSTANDING ANY REOUREMFNT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VATH RESPECT f0 MI[Cti -I f CERMiCAM MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AfFOROED BY THE POLICIES OESCRI6EO HEREIN IS $UBJECT TO ALL THE L:RM,i 111 EXC'.USIONS AND C'ONDiTSONS OF SUCH POLICIES.LIMIT$SHOWN MAY HAVE.BEEN REDUCED BY PAID CLAIMS, I .....,._. _ N�t ........._ ......... - .. L 1R' TYPE OF INSURANCE i NSR j _...m,..,. .. .-.........-....... I I t YMD POLICY NUHBER SryYyYl ; A .OENERALLIAeaITY MPT8486U i05/07/201505/07/2016;r.Cl MrLRRE.S 1 2 000 000 Old.�I"R`IAL icF[>Z.TtAfiiil• €O-11N;E'TaREKTEO ---...._.... ._.. .._,.., X L m ,Y PRE4ITSES f£a uurare+re .$ 500,000 -tteRdr..4sA,: ( txrutl - usoE<P IA.:f ane wnxun; i 3 10,000 nE R5<xA a trz wRuz s 1,000,000 3.dEP acfRE ATE s 2,000,000 I GENE GR!GATE S U T APPL 2ES P£,R i ( t ` T Pk(.'�;Ylu-CO j AG N�OP DDD,DDO wac c :E.. x j S 5__ AUTOMOML E UAM01Y AN.Aeno 3 :f i f 3L'LY'Y NARY iPt PCf$?n) S Lt-JrTa+'.D SGtK.OU;EE. 1 t i ................. .. ....... I I ..•b.XlsLY 94 LAY iPE MLuIM6 3}7G L7r-T:fG ........... i,-iF'.c�A3fl" AU'CJ5 '.Pt et<rd f.J $ UMBRELLA UAB I , s EXCESS lIAB I AIM-M,cpr. i AG E I7. #$ I DEC [ AETENTtON 5 ... S ..._.....-.. B voREERccor+>eNsarwv I / / 5 i ANe EMLOYERS'LIABILnY LIMITS YtN ER" —, 'Y PRorn"IgRrPAR•.'}RErEt[%T{VE ----ff t}, L+ nA'CICE N= . ... S 100,000 ftCER-d VUER EXCLUOLGT N,A•' IM#AAat ' Ec fA%FA'Sr-FA FN3§• :t,E, s 1001000 on In NRI - rstzP>.,,cf�ER.=.ncvse j i j ELDSEASEP(XIYOMIT Es 500,000 j s ( 1 L1E°CRSPTNR OF OPERAnONS:LOCATt05T'S/YENICLES IAlucn ACORD I01,AOdgiOml Remarts 8[ApnuM..111R�TC apgLA q ISiiVt@Q) f I I ADILSON SEGOLINI HAS ELECTED TO BE COVERED UNDER HIS CURRENT WORKERS COMPENSATION POLICY THIS CERTIFICATE MAY ORMAY NOT BE IN EFFECT AT TIME OF PRESENTATION OF THIS CERTIFICATE CERTIFICATE HOLDER CANCELLATION SHOULD ANY Of THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE VALL BE DELIVERED IN ACCORDANCE MTN THE POLICY PROVISIONS. AUTa1URU.EO NEPRE EN(A SE V 1988.2010 ACORD CORPORATION. All rights reserve(;. ACORD 2S(201010S) The ACORD name and logo are registered mark 4CORD 1 of 1 5/27/2015 5:16 PM � w h dCD 'O C) 'O 52a M M f 4 '� ICC�Of.��p3U Q�Q - ■{/�( .t F ^r .y'K,�a I rRia ,as�wyvlV 5 ME �i�IIPR�Y MENf�L* � � � 2 o on is rail 5959 � `E -Sr xptrat201AV � s S�GU CONSTRUC rtc -Almm CD ADILSON. SEGOUN x 117 MINTON LANE WEST BARN ' , ,. -r STABLE, LJo ersecreia � � Y S a r Board of Buaic�` f egtla#iaras add Stndares . nstr+xct� n Sa �etit�r Scta�t License C`S.SL-08990Its 7 f i ADIL.SON SEGOITI 117 AMTON LANE * � WEST BARNSTk`� 68 f 0 coffunissian r 101141201 a t •J CD LA 01 N 'Cf A N v w 7 8�.32• LOT 1 0� 0� LOT B No EXISTING FRAMING FOR '` p ADDITION EXISTING HOUSE #882 TF = 28.85' -o a LOT 2 41,233 SFf TO MEAN HIGH p WATER •-G LOT 1 o '� tY CO DCE #99-149 AS-BUILT PLOT PLAN FOR ADDITION PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 882 MAIN STREET, COTUIT, MA SCALE 1" = 60' DATE 06-30-2015 PREPARED FOR: JANE GROSS I HEREBY CERTIFY THAT THE STRUCTURE ESN OF SHOWN ON THIS PLAN IS LOCATED ON THE ,43 GROUND AS SHOWN HEREON. DANIEL yGs o A. OJALA off M:362ZI f.5oe362 No 4Q981 t . downeope.eom a f wa cape eftykeeriaj,At. civil engineers \ "1 ��jt�-\5 ��t -ter land surveyors Wit_ - - - --- 939 Mafn Street (Rte 6A) ------------ ----- --- - - YARMOUTHPORT MA 02675 DATE REG. LAND SU VEYOR y r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_ .3 .•_ Parcel ly Permit# (o �Z Health N#*,sion` _ A/),� Date Issued a rS Conservation Division ES510 �- � Application Fee / &4416 Tax Collector ��� �� 7//��� �C4Pe Permit FeeOr -Treasurer 7ifJ ,� SEPTIC SYSTEM MUST BE -Planning Dept. INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board ENVIRONMENTAL L CODE ANU Historic-OKH Preservation/Hyannis TOWN REGULwT-'0NS v Project Street AI&Iress R ma i✓t Village dill, , L(=% u 1 tJ -vSs p11Q c !v Owner �.r, ymsss -_�a� Address _kT n S Telephone s5 - - 12�3 (- © _ 02F. Permit Request C Peroo r0 Square feet: 1st floor: existing proposed 2nd floor: existing VOID proposed ` Total new — Zoning District Flood Plain Groundwater Overlay Project Valuation '-� 60 Construction Type a 014 L,) Lot Size _? Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure _.J Historic House: ❑Yes VNo On Old King's Highway: ❑Yes )(No Basement Type: XFull +XCrawl ❑Walkout ❑Other CC U ngb'6t1 Basement Finished Area(sq.ft.) n Basement Unfinished Area(sq.ft) Number of Baths: Full: existing _3 new Half: existing new -- Number of Bedrooms: existing_ 9 new �'- Total Room Count(not including baths): existing new First Floor Room Count S Heat Type and Fuel: ❑Gas )j Oil ❑ Electric ❑Other Central Air: ❑Yes )qNo Fireplaces: Existing I New Existing wood/coal stove: ❑Yes ❑No - Detached garage:X existing ❑new sizeN w 'ool: ❑existing ❑new size Barn:❑existing ❑new size Attached garag50xisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )<No If yes,site plan review# Current Use d S �� Proposed Use /T-'! ;rh h C (0— BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE S�1-���2 FOR OFFICIAL USE ONLY _ ,r I " PERMIT NO. DATE ISSUED MAP/.PARCEL NO. 7:7, s ' t� , j 4 Y... r • I _4f ADDRESS. .!- l ' V.ILL'AGE i OWNER ' DATE OF INSPECTION: FOUNDATION`1 FRAME } E I INSULATION FIREPLACE ELECTRICAL: -.ROUGH • FINAL i 1 ,r• • 10 PLUMBING: "ROUGH, . is FINAL ' GAS: ROUGH w h : .. .` FINAL s FINAL BUILDING O� S ] . 3 7 , DATE CLOSED OUT ASSOCIATION PLAN NO. .+..� ' s o. Town of BarnstableTb CF fME�� P� do Regulatory Services Thomas F.Geiler,Director • snMsrABLE • /l n CJ 9� "�; � Building Division ATEp►��' Tom Perry,Building Commissioner �V 200 Main Street, Hyannis,MA 02601 www,town.barnstable.m a.us Office: 508-862-4038 Fax: 508-790-623( PERMIT# Cog FEE: $ SHED REGISTRATION 120 square feet or less g� z s CAU Location of shed(address) Village I z �� , �us� a_,jAe Property owner's name Telephone number Size of Shed Map/Parcel# . Sign a Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 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 Q-forms-shedreg REV:042506 Town of Barnstable � °*1KE Regulatory Services TOWN OF BASTRBLE Thomas F. Geiler,Director • SARNSTABSS.LE. 6`9 ��� Building Division ; 5 r�oy Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us DIVISION Office: 508-862-4038 Fax: 508-790-623( PERMIT# Q FEE: : �® SHED REGISTRATION 120 square feet or less Location of shed(address) Village •-cam des Property owner's name Telephone number IDS x J2, 35 Size of Shed Map/Parcel 2 5 Si tune Date Hyannis Main Street Waterfront Historic District? Old Icing's Highway Historic District Commission jurisdiction? —onservation Commission (signature is required) Sign off hours for Conservation 8:00-9:30 &3:30-4:30 PLEASE NOTE: 1F 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 Q-forms-shedreg ' REV:042506 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I -A. m �C&,L� DATA of WE , The Town of Barnstable 9 Department of Health Safety and Environmental Services ED ,,, Building Division 367 Main Street,Hyannis MA 02601 r,c) ; Office: 508-862-4038 Ack-''Xe- _ Ralph Crossen Fax: 508-790-6230 rJ(o l�dtJ11`Q,� S� Building Commissioner Nam, Ce N e., A O Z S cl TOWN OF BARNSTABLE P t: SOLID FUEL STOVE PERMIT Date: g Fee:Z jab Owner: C,t`vsS Phon : Lj 2A S Address: �'S 2 Y`(��, �,,,`, Village: Map/Parcel: Date: f) 0 Stove. A. New sed B. Type: Radiant Circulating BenkBoston,NA C. Manufacturer: Lab. No. D. Model No.: i CvJ o A 70`v r lip c *02 Z ,r pDDm Ch' ey O a m m 0 M N /Existing (If existing,please note date of last cleaning) o o r 0 ew B. Flue Size ''W' C. Are other appliances attached o ( / a 8 pp ched to Flue. N p ,�, � o Z D. Pre-fab Type and Manufacturer 4 O ^' CR E. Masonry: Lined/Unlined Y U1 --� Hearth A. Materials: ;Z � u . B. Sub Floor Construction: �oe,cQ / 3/c�" ,p\, i.� � !u . Installer Name: Address: l ;x Phone: w F Location of Installation: IS 2 ,,,_ C CA- - �' Y � x. w APPROVED BY: -, EA Please make checks payable to the Town of Barnstable a _ *This constitutes an official stove permit after inspection,photograpl Building Inspector NJ Stove.doc Al _ w_, oFn+e r The Town of Barnstable ' '" MASS. ` Department of Health Safety and Environmental Services 9`b ' • �•� Building Division g 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 i `� CZ) Ralph Crossen Fax: 508-790-6230 Building Commissioner TON OF BARNSTABLE P t: V�' SOLID FUEL STOVE PERMIT Date: Fee:Z Owner: \� L rosS Phon 2.d- S Address: 1:50"S2. V`(�c ,� �j'� . Village: Map/Parcel: A41dip eb313 018 Date':- 1 Stove. A. New sed B. Type: Radiant Circulating C. Manufacturer: Lab. No. D. Model No.: 1 C W Chinmey N�'/Existing (If existing,please note date of last cleaning B: Flue Size C. Are other appliances attached to Flue? N D D. Pre-fab Type and Manufacturer E. Masonry: Lined/Unlined Hearth A. Materials: ';Z ' B. Sub Floor Construction: Installer Name: Address: Phone: Location of Installation: 1'3 2 v4'\a� ,,,` Cam,_ 11_ APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Stove.doc CLEARANCES WITH RUSSO REDUCED CLEARANCE SHIELDS. MODELS 1 W& 2CW VV Fig. 1 Fig. 2 - 9" MIN. F WITH COMBUSTIBLE REAR SHIELD WALL 9" MIN. 36" MIN. WITH PIPE SHIELD' 12" O - SPACED 1" MIN. �.1''MIN. FROM PIPE 121, MIN. MIN. . 9" MIN. WITH NON-COMBUSTIBLE I REAR.SHIELD FLOOR PROTECTOR COMBUSTIBLE NON-COMBUSTIBLE WALL FLOOR PROTECTORLi , • .4 - g - COMBUSTIBLE 1 12" MIN. " WALL WITH REAR SHIELD 12" r IN. 12" MIN:` REDUCED CLEARANCE SHIELD KIT NUMBERS 9" MIN. O�1" MIN PIPE SHIELD' - SPACED 1" Adw FROM PIPE 12" MIN. 1CW 2CW WITH REAR SHIELD 12" 18" REAR 090-1551 090-1547 MIN. MIN. "Pipe shields available from your,Russo dealer. Pipe Y' NON-COMBUSTIBLE shields must be.spaced at least 1"`from pipe. FLOOR PROTECTOR MANUFACTURING CORP. 87 Warren Street Randolph, Mass. 02368 (617) 963.1182 PiLpea<- �ed s h'%eId vJ ovaex- 04C FF /1 IQ r Nondestructive-Chemical,Pollution Metallurgical Insoecnon _valuation Analysis • Arnold Greene Testing Laboratories Incorporated _a,l Nat.rk In usu:ai?:, ,•tu:.: . Mai :, :✓. June 14, 1983 Ref. No. 6-83-20003 Russo Manufacturing Co. 87 Warren Street Randolph, MA 02368 Regarding: WFC and 1 & 2 Gentlemen: Testing of the 2WF also qualifies the WFC 1 and 2. Sincerely yours ARNOLD GREENE TESTING LABORATORIES, INC. William J. Power Manager Product Testing WJP:mtm i Arnold Greene Testing Laboratories Incorporated i Russo Manufacturing Corp., 87 Warren Street Randolph, MA 02368 .• a ADDENDUM TO: Russo 2WF - Job No. 21177-1 dated June 22, , 1082 Stove tested to establish closer clearances (9" rear, 12" sides) and corner installation (12") . Changes necessary to obtain a 9" rear, 12" side clearances were: Rear heat shield 25-1/4" high,_ 28-1/2" vide on 1" spacers. Side heat shields 25-1/4" high, 14-1/2" wide. Stack shield 35" high on 1" spacers. Changes necessary to obtain a 12" corner installation were: ,Rear heat shield 25-1/4" high, 28-1/2" wide on 1" spacers.' Stack shield 35" high on 1" spacers. Respectfully submitted ARN01.0 GGREENE TESTING LABORATORIES, INC. William J. ower . Manager Product Testing a t WJP:mtm 1 i i t • i t Out repotis are ter>oomw upon the c m3stlon trtet they are not to De cepto0uce0 rvroiy or in pait 1..• ah;vetttsrny an0lor tnt-vt;wtposes ovet wr s"tufe u+ ,n Corv*rct.On vntn our name vntrtoo specal permrsvw to -,Italy - - n � ° CI < Floor n Wall . Wall Russo 2WF - Free-Standing Fire Test Stove h Below °< Behind Beside: o A ,aStack Top Flue - Tested with Rear, Side and Stack Shield Surface a. Stove n Stove +.; 'Stove ei ing Handle Temp. Brand Fire Test Max. Temp. 4.: 6 hours Ambient 9200 1190 .109 1700 1664 96 790 8 ° 790. 83° 81° `80° 1220 '::'.{ . b 8410 820380 800 870 850 r ^a�90 r= Flash Fire Test Max. Temp. u 30 minutes ` Ambient 9350 1200 .1750 2250 2250 o :. rY 840 840 840 85 85 —85 0 0 8510 360 91 14057 ,139°.. ?�.., .<� 1�„ ;� .. :. ,. • :, ' Max. Temp. ; Ambient . . ,.Corner Installation Corner, Co :r rner` 12" @ 1211 r Brand FJre Test Max. Zemp s . 6-1/4 hours Ambient 805° .1290 1610 2020' 1920 �, o 0 0 ° 7140 350 670 1080 97°: Flash Fire Test Maxem 40 minutes Max, p. � Ambient 977° .12.70 1860 2350 209Q Z to ' ° .9b° .A�° °,- �ALO a006, 8790 310 900 1360 1'..60 Max• ..Temp. . tiYz . w ."i Arnold Greene Testing 'Laboratories Incorporated Russo Manufacturing Corp. 87 Warren Street Randolph, MA 02368 ADDEIN*M 'TO: • Russo CF1 Wood burning Insert - Job No. 34678-1 dated April 21, 1983 "flip Russo CFI Insert was tested satisfactorily with floor shields under and in front of the unit to establish use of the unit in a factory built fireplace- (Thermolator) with a cambustible floor. The stove shield covers the bottom of the stove and extends 3" in front and sides. (See,.a.ttached sketch- for dimensions). . The shield in front is 25" wide and 14"deep. Tests performed August 22, 1983. Respectfully submitted ARNOLD GREENE TESTING LABORATORIES, INC. William J. P?!";x Manager Product Testing mtm. FLooR::PRorEc TOR' r `^ -FLOOR SH/ELD COMBUSTIBLE FLOOR'- VI). M. t Y 9 _ r v mimoi sari 00%ow too*V*cOnt wn ow V"ate IN i0 0a F-.M as rn.- oY w"n- anw-oar•ataAlMiM� pw00aes ow OUP wmtwt ;e -n con..ecton�m out narne...tro.,r u>ec.ab oermitsyon n v.rwr� :a.t. 1 •' ,. , y j z � C O 4 <<'J Floor Shield Floor Mat Russo CFI Wood Burning Insert :-.. Fire Test Under Below in Front .Besid.e 2eroClr: ,r ;4, with Floor Shields -Stove . Stove of Stove Stove • Sta �c amp ' A` T sted Factory Built Fireplace Uncovered ' +t Brand Fire Test 7-3/4 hours Max. . Temp. 104° 134° 4143° Ambient 820 81° 220 530 r' Flash Fire Test { f' Max, Temp. 45 minutes p' 1010 1360 1410 Ambient 820 830 820 1 .' o Z27, 190 53 I Max. Temp. Ambient .fir ` `�' x. Temp ' t. bier s 1 � `tax. Temp. Anbienc Max. Temp. .-:1 ,, •{;' yr. ', .... '..H � n -, SPECIFICATIONS-RUSSO CATALYTIC WOOD STOVE Heated I Flue Flue Log Burn Area in Model Weight Height Width Diam. Height Length Time Cubic Feet I Catalytic Wood 345 lbs. 27" 251/2" 6" 235/8" 18" Up to Up to Stove 11 hrs. 18,000cu.ft. Rear Vent (#2FCR) Top Vent 345 lbs. 27" 251/2" 6" — 18" Up to Up to (#2FCT) 11 hrs. 18.000cu.ft. SPECIFICATIONS FOR FIREPLACE INSTALLATION Overall Leg Dimension Fits Fireplace Depth Front to Rear Hearth Size #2FCR 18"* 123/4" 141/4" #2FCT 18"* 123/4" — *Add 10"for optional blower. The Russo Catalytic Wood Stove is the result of rigorous design and testing proce- dures.One of the primary objectives of the design program was to maximize combustion efficiency and heat transfer through full utilization of the available heat generated by the com- bustor. On the Russo Catalytic,the hot gas from the combustor(which is relatively clean) must take a much longer route to the flue pipe compared to other catalytic stoves.After the gas exits the combustor,it is forced to travel toward the front of the stove before reversing direction and traveling to the rear.In its rearward path are heat exchanger tubes,one on each side of the top chamber.As the heated gas passes these tubes,it heats the room air inside.The optional thermostatically controlled 265 c.f.m.blower mounted on the rear of the stove continually forces heated air through the exchanger tubes and out into the room. The thermostat automatically turns on the blower when the temperature in the top chamber reaches a specified level.if the temperature in the chamber falls below this point,the blower is automatically shut off,preventing cool air from being circulated in the room. This efficient transfer of heat from the combustor-heated gases to circulated room air delivers exceptional heating performance.Using the Orsat stack loss method of efficiency test- ing,the overall efficiency of the Russo Catalytic averaged between 75%-80%,and combustion efficiency up to 93%.These levels meet or exceed efficiency ratings for conventional oil and gas central heating furnaces. Burn times and heating capacities shown may be less depending upon chimney characteristics,fuel.air tightness of the structure to be heated and atmospheric conditions.Chimney must provide a minimum.03"water column of draft. Russo stoves are tested by Arnold Greene Testing Laboratories to UL Test Standard ANSI UL1482. All prices and specifications are subject to change without notice. THE HOUSEWARMING STOVES WITH THE GLASS-VIEW. 87 Warren Street, Randolph, Massachusetts 02368 (617) 963-1182 ©Copyright 1982,Russo Manufacturing Corp. - � RUSSOINTRODUCES NOW'RUSSO FIGHTS HEAT LOSS 2 WAYS. A GLASS-VIEW' STOVE FEATURING Sight hole(lets you see combustor in operation) CATALYTIC COMBUSTION. Catalytic combustor Heated room air •i; Heated gases first pass Smoke bypass damper to the front of the stove (provides flue outlet for then reverse direction smoke when door €' and heat room air carri is open for fuel loading) by exchanger tubes. ys } Secondary combustion a Primary - • combustion air Cool room air Ash pan The nicest thing about a fire is watching it,and Russo gives you the fire to watch with its patented Glass-view® The worst thing about a fire is the smoke,and now Russo turns practically all of the smoke into heat with the addition of the revolutionary Even without the catalytic catalytic combustor. combustor,the Russo Glass- view is a nice way to increase heat output.The patented Glass-view RUSSO TURNS SMOKE INTO FUEL. (which lets you watch the fire without opening doors so that your heat rushes up the flue)has been proven to radiate 25%more infrared heat In the process of burning the smoke,Russo decreases creosote than cast iron or steel. up to 900/0,reducing the possibility of chimney fires. And now that Russo has combined the Glass-view with The Russo Catalytic decreases harmful pollutants up to a catalytic combustor,you have a stove that is romantic,super- 75%,creating cleaner air for your neighbors and community. efficient,very economical,extremely safe,and environmentally Most important,the Russo Catalytic actually increases conscientious. overall heating efficiency up to 50%when compared with converi- Wood-burning technology has arrived. tional wood burning units.This means you get much more heat per pound of fuel than from a non-catalytic unit,requiring less wood and increasing fuel savings. The Russo Catalytic offers all of these advantages through a unique process that allows the combustion of smoke at a much The Catalytic Combustor is a ceramic honeycomb coated with lower temperature than was ever before possible.Where smoke used a precious metal. The device lowers the smoke ignition point from approximately 1150°F to 500°F, turning waste gases and to be a harmful waste product,it is now a fuel. : smoke into fuel. . .and heat. OF 1HE A Town of Barnstable MASV Historic Preservation Division y Mn9s. 1639. ,0� 230 South Street,Hyannis,Massachusetts 02601 (508)790-6270 Fax(508)790-6454 September 4, 1996 «vm OF BARNSTABLE BUILDING DEPT Mrs. Evelyn Waldron D SEP 4 ,1996 P.O. Box 1205 Farmington, Conn. 06034 Dear Mrs. Waldron, At a Public Hearing held on Wednesday, August 28, 1996 on the application of Mrs. Evelyn Waldron to demolish a building at#882 Main Street, Cotuit, MA. Assessor's Map 35 Parcel 82, the Barnstable Historical Commission voted that the building in question is a "preferably preserved significant building". No demolition permit may be issued until at least (6) Six months after the date of such determination by the Commission unless: 1. The Commission is satisfied that there.is no reasonable likelihood that either the owner or some other person or group is willing to purchase, preserve, rehabilitate and restore such building or; 2. The Commission is satisfied that for at least (6 )Six months the owner has made continuing, bon fide and reasonable efforts to locate a purchaser to preserve, rehabilitate and restore the subject building, and that such efforts have been unsuccessful. Sincerely, Patricia Anderso Director, Hist. Pres. Div. c. Bernard Kilroy, Esq. John Alger, Esq. Town Clerk i Building Commissioner r J CC� Town of Barnstable Planning Department Staff Report Appeal No.97-02 Waldron Variance Pursuant to Section 2-3.3 Lot Size Requirement, Section 2-3.5 Contiguous Upland&Section 3-1.4(5) Bulk Regulations Date: December 23, 1996 To: Zonin r of Appeals From: _ Approved By: Robert P. Schernig, Director Drafted By: Laura Harbottle, Associate Planner Applicant: Evelyn Waldron Property Address: 882 Main St.,Cotuit Assessor's Map/Parcel . Map 35, Parcel 82 Area 3.61 ac. Zoning: RF Residential F Zoning District Groundwater Overlay: AP Aquifer Protection District Filed November 25, 1996 Public Hearing,January 8, 1997 Decision Due March 3, 1997 Background: The property is a lot of 3.61 acres which contains a 4,928 sq. ft. single family house. It is located in the RF Residential F Zoning District.. The house, which was built in the 1860's around an older(1805-7) cottage, was recently designated a"preferably preserved significant building" by the Barnstable Historic Commission. Attached historic inventory forms note it as the home of a past president of Harvard University, and as a"summer Harvard" visited by prominent faculty members in the early twentieth century. The applicant, Mrs. Evelyn Waldron, who is seeking to purchase the property wishes to subdivide it into two parcels of.73 and 2.88 acres. The existing house will be moved onto the .73 acre parcel. In the RF Residential F Zoning District a minimum of 1.0 acre of upland is required for a buildable lot. Variance: In consideration for the Variance, the applicant must substantiate those conditions unique to this lot that justify the granting of the relief being sought. Staff Review/Recommendation: The Board may wish the applicant to submit a copy of the Purchase&Sale Agreement from the present owner of the property to demonstrate standing. The applicant has requested variances to three sections of the zoning ordinance, Section 2-3.3 which requires that only upland, not wetlands be counted towards the minimum area requirement; Section 2-3.5 which requires that the upland to be contiguous; and Section 3-1.4(5), Bulk Regulations for the RF Residential F Zoning District which require 43,560 sq. ft. of area per lot. The applicant submitted a Preliminary Plan to the Planning Board for the proposed lots,which was denied November 4, 1996 because proposed lot sizes of.73 and 2.88 acres of contiguous upland did not meet zoning. The property appears large enough to easily accommodate two ilots with the required contiguous upland and the applicant should be asked to show the Board what conditions would indicate the need for a variance. If the Board finds to grant the Variance, they may wish to consider the following conditions: 1. The Lowell house shall be moved onto Lot A within one year from the approval of this variance. In its new location it shall conform to all setbacks currently required in the RF Residential F Zoning District. 2. This variance is subject to the approval by the Planning Board of a Definitive Plan showing two lots in the same location as shown on the Preliminary Plan for Evelyn Waldron by Baxter& Nye dated October 2, 1996. 3. The house to be constructed on Lot B shall conform to all requirements of the Barnstable zoning ordinance for construction in the RF Residential F Zoning District. 4. The locus shall comply with all Town of Barnstable Building and Health Departments regulations. Attachments: Applications copies: Applicant/Petitioner Assessor Map Building Commissioner Plan Reduction TOWN:OF BARNSTABIX Zoning Board of Appeals i" Application to Petition for a Variance Date Received ___ _- For office Use only: Town clerk office Appeal # Searing Date Decision Due The undersigned hereby applies to the Zoning Board of Appeals for a Variance from the Zoning ordinance, in the manner and for the reasons hereinafter set forth: Petitioner Name: Evelyn Waldron Phone 941-594-7002 Petitioner Address: 8321 Bay Colony Drive, Naples Fla 33963 Property Location: 882 Main Street, Cotuit, Massachusetts Property Owner: ' Estate of Marion Sawyer Phone 428-8594 ORA) Address of owner: c/o John R. Alger, Esq. 886 Main Street, Osterville, MA 02655-0449 If petitioner differs from owner, state nature of interest: Petitioner has exercised option to purchase the property. Number of Years owned: 16 jt f N Assessor's Map/Parcel Number: 35/82 JI [N ^^0 r V 2 5 :�:;� Zoning District.: RF r Groundwater Overlay District: 9= !NC:_BI RNSTABLE2-3.3 Lot size requirements; 2-3. fcontanl:wFegouired;_and" Variance Requested: 3-1.4 5) bulk regulations -� minimum Lot area sp. ft. Cite section & Title of the Zoning ordinance Description of Variance Requested: Reduce contiguous upland required for residential building lot to approximately 311000 sq. ft., more or less , for lot to be created as LOT A shown on the Preliminary Plan for the PetitioneA, Dated October 2, 1996, filed herewith. _ Description of the Reason and/or Need for the Variance: The existinc structure has _ been designated as a Preferably Preserved Significant Building by the Towns Historic Preservation Division and to save the structure and allow petitioner to develop the remainder of land for her personal residence the division o an y saidan is necessary. Discription of construction Activity (if applicable) : The existing structure shall be moved onto LOT A. Existing Level of Development of the Property - Number of Buildings: 1 Present Use(s) : Residential Gross Floor Area: 4,928 . sq.ft. Proposed Gross Floor Area to be Added: none Altered: none Is this property subject to any other relief (Variance or special Permit) from the Zoning Board of Appeals? Yes [] NO If Yes, please list appeal numbers or applicant's name COMMONWEALTH OF MASSACHUSETTS THE TRIAL COURT PROBATE AND FAMILY COURT DEPARTMENT BARNSTABLE DIVISION Post Office Box 346 Bamstable,Massachusetts 02630-0346 ( ROBERT D.FARRELL 508)362-2511 FIRST ASSISTANT REGISTER ROBERT E.TERRY PRISCILLA J.YOUNG a+ v FIRST JUSTICE ASSISTANT REGISTER FREDERIC P. CLAUSSEN ROBERT A.SCANDURRA M.PAULETTE GALLIKER REGISTER OF PROBATE ASSOCIATE JUSTICE DEPUTY ASSISTANT REGISTER CSC 2,3 14- �5 DEC 2 4 iCy 447 1 n I �pP THE Tp� Town of Barnstable sT�B Historic Preservation Division �A1E11 39. 66. 230 South Street, Hyannis, Massachusetts 02601 (508)790-6270 Fax(508)790-6454 September 4, 1996 Mrs. Evelyn Waldron P.O. Box 1205 Farmington, Conn. 06034 Dear Mrs. Waldron, At a Public Hearing held on Wednesday, August 28, 1996 on the application of Mrs. Evelyn Waldron to demolish a building at #882 Main Street, Cotuit, MA. Assessor's Map 35 Parcel 82, the Barnstable Historical Commission voted that the building in question is a "preferably preserved significant building". No demolition permit may be issued until at least (6) Six months after the date of such determination by the Commission unless: 1. The Commission is satisfied that there is no reasonable likelihood that either the owner or some other person or group is willing to purchase, preserve, rehabilitate and restore such building or; 2. The Commission is satisfied that for at least (6 )Six months the owner has made continuing, bon fide and reasonable efforts to locate a purchaser to preserve, rehabilitate and restore the subject building, and that such efforts have been unsuccessful. Sincerely, V..�Y-', Patricia Anderson, Director, Hist. Pres. Div. c. Bernard Kilroy, Esq. John Alger, Esq. Town Clerk _ Building Commissioner oFI"E Tom, Town of Barnstable Planning B. . , oard BARMABM MA & $ 230 South Street, Hyannis, Massachusetts:026.0.1 - - 9�b,, p �A10 (508) 790-6289 Fax (508) 790-6288 November 5, 1996 Linda Hutchenrider, Town Clerk Town Hall 367 Main Street Hyannis MA 02601 Evelyn Waldron PO Box.1205 Farmington, CT 06034 cc: Baxter and Nye, Inc. 812.main Street Osterville, MA . DECISION, PRELIMINARY PLAN #756 EVELYN WALDRON Preliminary Plan of Land in (Cotuit) Barnstable MA- for Evelyn Waldron , dated Oct. 2, 1996. Assessors Map 35, Parcel 82. Zone RF &AP. Land Surveyors: Baxter & Nye. Off Main Street. At the regular scheduled meeting of the Planning Board, November 4, 1996, the above referenced Preliminary Plan application was considered. Based on the fact that lot A did not comply with the zoning minimum one acre area requirement of the RF Single Family District, the Board unanimously voted to deny approval of the Preliminary Plan. Present and voting to deny approve! of the PreliminaryPlan were: Steven P. Shuman, Chairman, George Zoto, Nancy Trafton, Raymond Lang, A. Roy Fogelgren, and Robert Stahley Sincery Steven PA Shuman, Chairman PROPERTY ADDRESS ZONING I DISTRICT CODE 'SP-DISTS.I j;W ASS I PCS I NBHD0884: MAIN STREET;COTUIT_ Ot RF 200 .01CT.LAND/OTHER FEATURESDESCRIPTION O11 00. OTYA R035< 082Lend ey/Date Sue Dimension ADJUSTMENT.FACTORS Y UNIT 'ADJ•D.UNIT CD. FF-Da n/Acres LOC•/YR•SPEC.CLAS ADJ. COND. P PRICE PRICE ACALUE D..r:rlp,ion SAYYERi-�MARION' MAQ-15- 1YATERFNT.1 X' #LAND 1 tii3T000 CARDS INACCOUNt.L 2 =10 95 599999.9 569999.94 . 0000 #8LDG(S)'aCARD-1' 1 278,100pF 01A11 iRESIDUAL. 1 : X. 2.6 =10 92 120000.0 . 110400.00 7000 #PL 884. MAIN ST COT OSTN #DL LOT ;5 ARKET" '922500 D BANHOS M0 S z " A= 100 21700.0 21700.00 00 a #RR 0951 0055• NCOME A A= 100 5.4 8.37 1986 :16600-e #CL 37 FIREPLACE U X • A= 100 4800.0 4800.00 2.00, 9600 A #TA8 43T.50 SE D - PPRAISED-VALUE J FPM X - .0 .00 . 1.00 8 #FAB 437.50 A U 1i715i100 . T S ARCEL! SUMMARY' A 437006 T LOGS �278100 E -IMPS F E OTAL! 1715100 E N CNST A T DEEDREFERENC Book P." Inat.Ttp, DATE Ft-dW RIOR�YEAR'VALUEan T 3 Mo. Yr. Sat Price AND ' 1437000.. 00/00 3LDGS 278100 R C82539 12/82 OTAL 1715100 t , E , S BUILDING PERMIT LAND, LAND-ADJ " INCOME N�mbar Date Typ. Amoum SE SP-BLDS FEATURES BLD-ADDS UNITS - 1437000 1 1 14700. Class Const. Total Bess Raie Atlj.Rate Year Built Norm. Obsv. - Units Uni,s A Age Depr. Cand. CND Loc bb R G Rapt Cost N" _ Adj Rapt Value Starisa Hapnl Rooms Rma eons I fla. P r4-0 Fac. 01Ar 000 115+115 • 79.10 90.97: 64 70 24.74 100 74 375847 278100 2.0 9 4 4.0.. 13.0 Description Rate Square Feel Repl.Cost MKT.INDEX: 1.00 IMP.BY/DATE: SCALE: 1/00.49. BAS 100 90.97 1986 180666 A ELEMENTS CODE CONSTRUCTION DETAIL S FSF . 90 81.87t 46. 0666 *_MINGLE FAMILY:DYELLING CNST GP:00 T 23----*-----27-r---* TYLE 07 ARRISON 0 0 FMP . 55 5.50 . 414 2277 ------------- - --- ------------------- ._ R 12 FSF 12 FMP ! ESIGN ADJMT. 03 ESIGN ADJUST 15.0 U FFG 30 27.29 600 32748 ! ! ' X7ER.HALLS 01 OOD FRAME 0.0 C USF 60 54.58 600 32748 *--15--* *---1T---* . 211 EAT/AC 0 D4 t IL -------------- --- T 820 . 60: 54.58 1986 108396 ! 0.0 9 NTER.FINISH OS CASTER p.p U UFO 60 54.58 310 16920 ! NTER.LAY6a 12 VER_%NORMAL 0.0 R . 18 *-10*. NTEit._QUALTT_ U�2 AME AS EXTER. 0�0 A BASE LOOR §TRUST 01 OOD JOIST 0.0 L D 36 E LOOR. tOVEl1 - 6[! ------------------U.O E Total Are" Au._ 1014:Sam_ 2032 *----X24----* ! bbF TYPE -- _60_ ------_------_------p.0 BUILDING DIMENSIONS ! U S F ! ! L E C T R I C-A-L 116 T BAS N18 ' E15.N12 'E23 FSF NO2 Y23 ! 18 ! OUhIDATID?1-_.- _U0 ----------------- 0.0 A S02 E23.1 .. FMPiE27•S21 ;Y10 N09 25 25 - � ' 99-4 --------------- --- ---------------------- Y17 N12.' BAS_.S12 E17 ' ----NEI&H8'ORH Q6 DTWA-2QYOIT Y40 ! ------ L N18 FFG <S2S25,Y24N25-E24.:�. USF ! ' *---------40--------+r : Y24-S25; E24.N25•.. SAS Y15 .. ! FFG. ! LAND TOTAL MARKET PARCEL 1437000 1715100 *-----24----* AREA 231200 VARIANCE t0 +642 STANDARD 25 40 60 LN 00 Is �O� . gar � � ra � � �w �� 3 �,'• �� �O� 'b� ` N a its o a(p A so ! �� r) s D1 rl v r O n r G b_a b.r �•O O Ab ' to-$ 1 •� w f !•= `'o • i t S m D i • w. c- I I , C THE FOLLOWING IS/ARE THE.. BEST IMAGES FROM POOR QUALITY ORIGINALS) I F - pAtA AREA FORM NO. I ORN1 B - BUILDING CT11 26 i SSACHUSETTS HISTORICAL COMMISSION 94 WASHINGTON STREET, BOSTON, MA 02108 Barnstable (Cotuit-Cotuit Port) 1ress off Main St. jam_..-_ Lawrence Lowell House -� ttoric Name �1 I _ r k: Present dwelling _ = I Original dwelling bESCRIPTION: I to 1865 (may be 1806 core) Source Santiuit-Cotuit Historical Societ SKETCH MAP Show property's location in relation 'Style mansard/Colonial Revival to nearest cross streets and/or geographical features. Indicate Architect George Lowell all buildings between inventoried property and nearest intersection. Exterior wall fabric clapboard/shingle Indicate north. Outbuildings none ' Major alterations (with dates) 0 0 many; see reverse 4 D � I O o i o v Op Moved no Date Goy p � � Approx. acreage 4.56 Yr ' !1 Recorded by Harriet R. Cabot Setting residential village area Organization Barnstable Historical Comm. Date 1980 revised 1985 Photo #80-2-B26* 80-1-326 (Staple additional sheets here) .ss PRESIDENT LOWELL'S HOUSE IN COTU. IT The A. Lawrence Lowell house at 882 Main Street in Cotuit is one of the most historic in the village . It was built in 1867 for George Gardner Lowell (1830-85) around the Capt . James Fish cottage of 1807, which was .. incorporated into the kitchen; We still have the .original plan of the French Empire west front, evidently done by a Boston architect, though unsigned. Here George.' s son the Honorable Francis Cabot Lowell . III (18t5-1912) grew up as a boy, sailing. He became V.S . Judge of the First Circuit Court of Appeals (1905- 12) , and wrote the biography of Joan of Arc (1896) and. Several novels . His sister Anna also summered here her who?a life of 74 years . She inherited the house and honeymooned here with her husband, Abbott Lawrence Lowell,, President of Harvard 1909-33 . Lowell was one of the first political scientists in the country. In this -house he wrote or revised many of his books on political science, biography and satire . This house was the "Summer Harvard" for a quarter of a century, visited by many of the famous Harvard faculty members like George Santayana, as well as the Cotuit faculty 'Taussing, Manning, Ropes, etc. The Harvard Dean Henry Yeomans stArted his biography of Lowell here. Many famous visitors from abroad came to the house, including British politician Lbrd' Bryce (1904) . Following President. Lowell "s death in 1943 it was bougbt_ by local realtor Helen McLellan, who removed the 1914 service wing and kitchen And moved them north, The house was faithfully restored to the original Mansard design, and carefully maintainer} through the years . Helen was one of the leaders of local business, founding one of the first radio stations on the Cape, and the Osterville Drug Store. It. was inherited from Ms . McLellan by her associate Sally Sawyer, founder and actor of Barnstable Comedy Club. Sally is the oldest living resident of the village, at age 101 . James W. Gould Historian, Cotuit Historical Society 5 Aug. 1996 �oFtH�lq�, Town of Barnstable .Regulatory Services " sn ASS. 'M ` Thomas F.Geiler,Director y nss. � �p i6;9. �0 rE1639. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. a� Type of Work: �2 Estimated Cost OOLIZ Address of Work: Owner's Name: Date of Application: i y I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. . SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Z-- 0- Date Owner's Name Q:fomis:homeaffidav r.�'h ' ---- The Commonwealth of Massachusetts - a- ' Department of Industrial Accidents - . - ::= . -= - . office oilnaestigatiens . e . 600 Washington Street c�;;% Boston,Mass. 02111 `--� Workers' Cont ensation Insurance Affidavit name: --�C,, C�t�",'S location• �'9 2- �&4L,n �• Le�� . .p n a .� city hone# - I am a homeowner performing all work myself . '. I am a sole r rietor and have no one workin in an capacity ''///%//G%%/%%%%% %/%%/%%%/%/%%%%%/%//G%%%//////OO///%%%%%%/ % ❑ I am an employer providing workers' compen1.sation for my employees working on this job. ametftoauv n ..............�%.,=..--.' : ..X`-..:'1*.X�:1: :::::::: - �-,. .I .. ..:.:.:.::. a. 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Il / �%. ------- Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIAL for coverage verification. . .I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct ' ' . %Signature .✓)sate I l 'Z. Print name Phone# official use only do not write in this area to be completed by city or town official � . city or town: ° ! permit/license# . ❑Building Department _ . . ❑Licensing Board' . ❑checkif immediate response is required ❑Selectmen's Office Health Department contact person: phone#; ❑Other (}eviwd 9/95 PIA) 1. Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or°repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance 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 compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required.to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the cant. Please ' for you to fill out in the event the Offi ce of Investigations has to contact you regardingthe a h affidavit Y ._.... . ,._ _. Y PP be sure to fill in the peimit/license number which will be used as a reference number. The affidavits may be returaed'in the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 Town of Barnstable �pF tNE Tp� Regulatory Services � r sAttrtsrABLE Thomas F.Geiler,Director 9 MASS. 039. Building Division lFnr a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION —t Please Print DATE: I ' 2 JOB LOCATION: 4�Z number street village "HOMEOWNER"—_\0_Iti_, 6YroSS 4 (I't's-'-e e.- name Qhome phone# }— work phone# CURRENT MAILING ADDRESS:— 1 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner..Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such Work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Sign wner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger.will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Deck/S8a /rkein sf' -Z MIL yq ao,_ ,P-� ��a�,� • �xs�� P T redo;tia, oowV mot`• o Ex�s <;yid'6p14rd ,to Au„d. \ ! - r Xst;,rT(t��w) Li v7 n g TOWN OF BARNSTABLE ' LOCATIQJN SEWAGE # VILLAGE ;fa/7 _ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 15-rC e'C LEACHING FACIL=:,(type)-L o/2Jz/AJ _,(size) 7YX. NO.OF BEDROOMS 3 BUILDER OR6�b 6 re'5 5 PERMIT DATE: &` _ela COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and,Leaching Facility (If any wells exist - on site or within 200 feet of leaching facility) �'11,4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �� _ . d ,fir. J rILY i j_ o �srA2�.,... Recrulatory.Services Fee ' ��ee'j ®1 Thomas F.Genet,Director ' pTEa Mx �'" Building Division Peter F.DIMatteo, Building Commissioner Pg�.�6 Main Street, Hyammis.MA 02601w Office: 508-S62�O BP��SI/ Fax: 508-,� . EXPRESS PERMIT APPLICATION - RESIDENTIA S Not Valid without F"X-PraslJRPI*a Map:parcel Number s S I °Z.- Ate. a n . z G3S Property:address M4 T_ Value of Work�� �-m Residential n Owner's Name&address Z4,_K e fu i 7t � 4 all r3 — ` Contractor's Name vt 4�. "L C CY"G0.Y'`/ Teieghone Number1.5081 7-7 �.�D ' Home Improvement Contractor license#(if applicable) Cohstrucrion Supervisors License-(if applicable) D gg8 ❑Worioatan's Compensation Insurance Check one: - J&I am a sole proprietor ❑ I am the Hoxneonner ❑ I have Worker's Compensation Insurance Insurance Company Name Worlanaa's Comp.Polio Permit Request(check box) ❑ Re-roof(stripping old shingles) �— ❑Re-roof(not stripping. Going over wdsting layers ofroof) ❑ Re-side- Replacement Windows. U Value L (MLd=='44) Other(specif}) *Whcrc rcquimd: Ltsu=ct of this pamit does not excmt compliance whh other toa�depar t regulations.i.e.Historic.Conser+ation. ::.. c Sienatttre Q:Fom-s:expmtrc:rep•-41 7 0601 ,TOWN,OF BARNSTABLE BUILDING PERMIT APPLICATION X Map 036 Parcel 0$y Permit# °`I t (0 , ` Health Division 9�/'��� - 1 yl���//� _" s Date Issued /0 2 1 M k _ S Conservation Division��X ,. .. FeeW`70 06 fi Tax Collector n E Jr //�' -4' Kips. ° I-m��' SYSG MUST.BE Treasurer i /7 c7 INSTALLED IN COMPLIANCE _ WITH TITLE 5 Planning Dept. . ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board '' TOWN REGULATIONS Historic-,OKH Preservation/Hyannis Project Street Address g-2- Village Owner c-ep,-.y&c_* - CL"/\,C- C t'Os5 Address 156 n Telephone f/l Z 51 Permit Request a-A-A,�( Square feet: 1st floor: existing - r oo proposed ` ll 2nd floor: existing. 6` ZO ro osed Total new q 9 � PP 9 PP Estimated Project Cost oning District R li:: Flood Plain Groundwater Overlay , ®� , ' Construction Type Lot Size 6-y � ae_re- Grandfathered:' 0 Yes - ; No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units). Age of Existing Structure_ So Historic House: ❑Yes ',A No. On Old King's Highway: ❑Yes 0�No Basement Type: ❑Full ❑Crawl El Walkout gOther� -r�i,A 1 (f r4ALJ Basement Finished Area(sq.ft.) - Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_ new -(OL) r Total Room Count(not including baths):existing new. r First Floor Room Count " Heat Type and Fuel: ❑Gas gOil ❑Electric - ❑Other ' � tA Central Air: ❑Yes - XNo Fireplaces: Existing New Existing wood/coal stove:, ❑Yes , O No Detached garageX 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 XNo If yes,site plan review# _ r . . Current Use Proposed Use - BUILDER INFORMATION Name Telephone Number Address License#` 'Home Improvement Contractor# ` Worker's Compensation#' . • ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO . SIGNATURE DATE IO 16 R - r FOR OFFICIAL USE ONLY A41PERMIT=NO. • DATE ISSUED, '�:� -_ J t .a, .` P r , . a � - _ r •` . , . � - .._ _ .,fit ;.• ' . , - '1, f - ' t MAP%PARCEL NO.' in ADDRESS . °�i `, ,-VILLAGE r ' OWNER, DATE OF INSPECTION!' •FOUNDATION r _ - it � � � �. .,. 'Y ' F i.. ,• r .' i- �• � r , Sa•` } . r , . FRAME INSULATION' a't FIREPLACE • _ _ 4 t ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH'_-, *' FINAL't GAS: ROUGH rr7 ! FINAL FINAL BUILDING ,__.. = 7 DATE CLOSED OUT + y w z I'x ASSOCIATION-PLAN NOy MA$check COMPLIANCE REPORT I llo� Massachusetts Energy Code ZN I Permit # I MAScheck Software Version 2.01 I I I I I Checked by/Date I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-18-1999 � ��� � COMPLIANCE: PASSES Q F� 1 �� Required UA = 103 Your Home = 100 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------ CEILINGS. 434 32.0 0.0 15 WALLS.- Wood Frame, 16" O.C. 279 19.0 0.0 17 GLAZING: Windows or Doors 137 0.320 44 GLAZING: Skylights 10 0.490 5 FLOORS: Over Unconditioned Space 411 19.0 0.0 20 HVAC EQUIPMENT: Furnace, 94.0 AFUE r ------------------------------ -------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, 'y - 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% th design load as specified in Sections 780CMR 1310 an J4. . Builder/Designer Date I I MAScheck COMPLIANCE REPORT Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I Checked by/Date i I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 6-18-1999 COMPLIANCE: PASSES Required UA = 103 Your Home = 100 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ----------------------------------------------------------------- CEILINGS 434 32.0 0.0 15 WALLS: Wood Frame, 16" O.C. 279 19.0 0.0 17 GLAZING: Windows or Doors 137 0.320 44 GLAZING: Skylights 10 0.490 5 FLOORS: Over Unconditioned Space 411 19.0 0.0 20 HVAC EQUIPMENT: Furnace, 94.0 AFUE -------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 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% th design load as specified in Sections 780CMR 1310 an J4. Builder/Designer Server\server root\Corel\DD Retrofrt\FormsTeasibility StudiesTS Master.4-15-99 ' , If i MA;check INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 6-18-1999 Bldg. 1. Dept. 1 Use I I I CEILINGS: [ ] I 1. R-32 I Comments/Location I I WALLS: [ l 1. Wood Frame, 16" O.C., R-19 I Comments/Location I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.32 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location I SKYLIGHTS: [ ] I 1. U-value: 0.49 I - For skylights without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments/Location I FLOORS: [ ] I 1. Over Unconditioned Space, R-19 I Comments/Location I .. I HVAC EQUIPMENT: [ ] I 1. Furnace, 94.0 AFUE or higher I Make and Model Number I I AIR LEAKAGE: [ J I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. 1 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: I Materials and equipment must be identified so that compliance can I bp determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I I DUCT INSULATION: [ ) Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ) I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ ) I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ ] I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.'0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 1 COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes_ to the following levels (in.) : I PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1.25" 1.5-2.0" 2.0+" I 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 I 0.5 1.0 1.5 I .100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- I °F VE rq The Town of Barnstab le MAM Department of Health Safety and Environmental Services Building Division 367-Main Street,Hyannis MA 02601 Office: 508-862-4038 = Ralph Crassen Fax: 508-790-6230 Building Commissioner Permit no. Date 10 )101,ciel AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstrec:ion,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: Q_X �l\LX:--.� I h--e �-5km (-VV' y-)Estimated Cost# Address of Work: Owner's Name: °� 1 e— N �� Date of Application: J©fro ! Of 0 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 VOwner pulling own permit . Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name��, q:fortns:Affidav 7MCURAppadhcl TableM=b( • pma iptfre Fadcaps for One and Two4amily RuidantW Bocidinp Hesud with Food Fads MAXIMUM M1lffMUM 8 GiffizinB Cguin8 Wall Floor Basement Slab tbS/CooNnE ('A) U.values R-vacue, &value' R-Vaiu2 Wan ftd=w ftdpmem EMdelgl? pip Rrvalue` &vacua' 5/01 to 6500 Heatlnw De6ese Days' Q 12% 0.40 3E 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal 9 129A 030 3E 13 19 10 6 U AFUE T 15% 0.36 3E 1 13 23 WA WA Normal U 15% 0.46 38 19 19 10 6 Normal WIA !S AF[1E Aw NM .�..- w 13% 0M 30 19 19 10 6 S AFUE X 18•/. om 38 13 2S WA WA Nominal Y 18% 0.42 3E 19 23 WA WA Normal Z 13% 0.42 3E 13 19 10 6 90 AFUE AA 18•/. 0.50 30 1 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING. 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J Footnotes to Table J5.2.1b: i Glazing area is the ratio of the area .of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 IV of decorative glass may be excluded from a building design with 300 ft of glazing area. =After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed.between J A-- � Mn Vf 4�Y V VF the conditioned spacc Suu Ulu vuuulaic pUl ul M •Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R 19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-same or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements:are for unheated slabs.Add an additional R-2 for heated slabs. ` If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded froth this requirement(Le.,may have a U-value grater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 -- Department of Industrial Accidents (. Office of/asesMadoos 600 Washington Street - - Boston,Mass 02111 Workers' Com ensation Insurance Affidavit name: I 1 op l `1C y-Gm location: FN7 D rn G?'I n 7sJ . city phone# Q I am a homeowner performing all work myself. capacity n,/e 0 lave no one working in any ❑ am an employer providing workers'compensation for my employees working on this job. comnanv n :.:..........%.::::::::::..... :..::.......... :.::: address_:::.:.:. .................. :::.::.::..... ...........::.:::.:::.:::..::::..:::::.:.:::..::::::::::.:: city .... ,.eX. instrra I am a sole proprietor,general contractor r homeowner(cir one)and have hired the contractors listed below who the following workers' compensation polices::::-:.::..:,.::..::.:::.:...:.:.:..:.:::.:::::::.................................................................... I :.,...:.:::::::i::.i" '::..:::.::::.:':<;::;.%:;:>:::::.:>::.>:::::;:>:»::�.i:::.:::i"+:':.i:::i >:::'::;'%;>:.: {::':`:F?:::`'::::.:::;.;:..:,.;:%::.;::%'.:.:':::%:.%:.%::.:%:•%:•: ::: its: companvname.. .._. `." ... .i.. c .. . .. .,. address.. �. _.. €.. .... . . ::. .............. ................ .... ...:.:;.: .............................................. ..............................................:.:::::.::....:................ ::::::::::::::::::::::::::.:.....:.....:.:..::::::::::.:...::./ :> ,.: <` > v:>. :< ;r.. :.. ........:::::....... .................:. cumpany :::...:.:...................... .,:.�,�;•. :��:: M<#:::.....r..........:.. .... . : address: "E . . . M. .,::<:.;:.%:;.;:. . . iw:•%ii: '•;.;..•;:;.' j•.•v:i.. V:i;:y:jii i!:.................... vii j;C:{:Y•Firi:isi:;:•,:ti:.`,:'i::i::ii::iS::ri::ti}:::W:i:•:i':ii:'v':iiiii:ri}:%i:ii:: .......................................... :':::::::::•�::.:^�:.�:.:.:• :::iiiiiiiiii:ii}iiiii itiititi:: . .:..... .... .. :::.::. ::::. i?...::::.!:.�:::. .:.:::.::::. ........... ....... :.:.::.:.;..:...:::.::::..: :: i%%:i:iY.:i:i::::::i isii%:i%iiij}....................................-.•...:::.....................:.:.: asnranceco.. � oliev# . ... ....:... FaHm a to secure coverage as required under section 25A of MGL 152 can had to the imposition of criminal penalties of a Sae up to s1,MMOO and/or one years'imprisonment as weR as civil penalties in the form of a STOP WORK ORDER and a Hue of$100.00 a day against um I understand brat a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certify under the pains and enaltw of perjury that the information provided above is&u-.and coned Signature Date %U L� 9 I Print name �r..i�l t% � � ��'f,�D G � Phone# r �- �a official use only do not write in this area to be completed by city or town official city or town: permitNcense#! OBaHding Department OLicensingBoard ❑check if immediate response is required ❑Selectmen s OIDce XXX _ [3Health Department contact person: phone#; ❑Other Ormed 9/93 PLQ Information and Instructions Massachusetts General Laws chapter 152 section'25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate.a bminess or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of cowplianc6 with the insur=e coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the`law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to 511 out in the eve the Office of bivvvigations has to contsct yva regarding the applicant. Please be sure to fill in the pemiit/license number which will be used as a reference number. The affidavits may be remmed io the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. 111111711111111111 The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Imes of Invesugatlens 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE ( square feet X$55/sq. foot C,S, r GARAGE (UNFINISHED) square feet X$25/sq. foot PORCH square feet X $20/sq. foot= DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project Cost g990915b tu LU PARTIAL REAR ELEVATION L w cc I �Ys lip uH.nVt _ a� O wrM �R _ r�Miw�Y we W _,_y. _ —�_—s• _ .n� OLO to CIO PARTIAL RIGHT SIDE ELEVATION PARTIAL LEFT SIDE ELEVATION MCAL R�— euai• - i - 1 Al sg� ., I..•yr Y1V I..rr a ,. O�sTtIG � � G W 1/P s i ❑ ` L J ,Y• olvwm Y� �a -�' Q �lii � s wocuma.•"row - - .. W EXISTING SECOND FLOOR PLAN w craw rvo. r"I a�iar wY�w. C�' - W �,.`ma`s.+u�.� 'r re � � m n°i'ie�..o�•s•� wu.amelcr r�e.a f' Y V1 ra rr�v�� ivr ry ar m r�i.ro�oroa�rw. .. - O 2 � ..x.,�.�.. 9L a re r-r re •.•wem ron .•wam raYr OFF.. O ¢O LL DU 6MA. Kn%3*ioxwmz �m.r.c am• Lr#w MOSTWO e•r.. DQbTR�lfi Doomo,:I. o•+e mf1OTR/G OEDIkOiDl1 0•,o ievo EXISTING FLOOR PLAN emw m A2 T e tic 'Ell I!N pwpr�T}Cww.•rYDaCp�I�TnOO.CIYM^A talk -> ��F���.Y�t�./�y�yyf�� • Y • A VOO.r A1Mi� �m=•'a M.w. /_ •/ OmiW�lID m.v�.'l� ,� � tiGeltWVtt a Ps1Ta Y®• Rol \ i wMe UJl rJ f L 04 1?�R �Y..V f. � �w�.w�. _, WR[r1M fa•�iMii� 1� awnn it►t0 N.nd > Mf1 t u�la i ��rmo�•ue�nl 1 III ���w4a A s COMM L !1 T .Ht..�o tM /r V .sWwte auwr+W�� R TlnfK WW OT•6 �� f� rw��wru� !i rlRm w�slGcw;Ie w-� \. . _wm MM rwmnsn�.o+rw� naa•.cra'� �.yr rewar 0 Y I ��m�IDlllG rW. �v.KY OPPiM lA�. ]• iTd�Ni a.�M.O•aL . •P++g"•�eS'r@ '--� - L T i-_ urns.m Ia.o.Tm-f - "5 RA.L 5A9ff4 r - W a SECTION 0 SECTION o j n.r+s•.warlrwr a .e.n.+al� �.ar m�mrnams+a..� - ..vs .w• - ...yr _ � '. LL .o.Aim.�i nnw e�reen \ \ :e�� V4 � .. •,� '/�_ _ _.- � �� s �, - - b� Z . not O L J l'•` � off.wai ro m� g SECTION } } i , • " .a.e�.A.o.T�,�.,� .ar.. Ta N.4.f V/.t•4 a•...T.•?OLfOrTi) VCRA&C Imo. F-m u. D DETAIL. DETAIL FOUNDATION PLAN D 6 A3 x�e•r.r-v n3 ewe.r.r4 ectie.yr-ro A 3 9 J.. Y L — iG lfl•Y•aCt' � I101m�IQ M lOn�. r I U I I 2 1 I W 1 1 ----[L . - - erns f.•�vm d d . ALift ANrI A IIY.M d Z PARTIAL ROOF FRAMING PLAN ' o � PARTIAL FIRST FLOOR. FRAMING PLAN v°o LL A4 -f: - - - 'k ' eh ,; e�, "I alth Safety acid �®vars���x�,,�r�,wa{ �w�rv�:�eg _ - ' Building Divisi®n - - ERLAM ^B '� 367 Main Street,Hyannis MA 02601 atria. 9 059. �prEO MA't A ' Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner . HOMEOWNER LICENSE EXEMPTION 1 _ Please Print DATE: JOB LOCATION: Z V\-\" r 1 ✓ 1 �t number S strket villa Ebl�Je 1� �'�n9 .HOMEOWNER-: C011 taCl_ a 30-1.4 e name y home phone# vvorkphvne-# CURRENT MAILING ADDRESS: _-S� city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is ' intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature-of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. ., HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use.in your community. Q:FORMS:EXEMPTN e t ALLOWMLI: FLOOR LOADS (t'Lf) ] O0% 18 1 Ply 1 V4 x 71/4 1 Ply 13/4 x 91/4'1, 1 Ply 13/4 x 9/2 1 Ply 1 a/4 x 111/4 1 Ply 13/4 x 11'/a 1 Ply 13/4 x 14 . PIy 1 o x e 4 1 Refer 1 o x e 4 � 'Refer To Note 4 'Refer To Note 4 A n Live Load Total Live Load Total Live Load Total Live load Total Live Load Total Live Load Total Live Load Total Live Load Total W Deflection Load Deflection Load Deflection Load Deflection Load Deflection Load Deflection 1 Load Deflection Load Deflection Load E ai L/360 LI480 U240 L./360 U480 U240 U360 L/480 L/240 U360 U480 U240 U360 L/480 U240 L/360 L/480 L/240 L/360 L/480 L/240 L/360 L/480 1_/240 6 681 522 777 1046 1016 1046 1082 1082 1082 1348 1348 1348 1450 1450 1450 1827 1827 1827 2233 2233 2233 2698 2698 2698 7 443 337 639 864 669 864 893 720 893 1102 1102 1102 1181 1181 1181 1470 1470 1470 1772 1772 1772 2110 2110 2110 8 303 229 441 603 .461 736 649 497 760 932 794 932 996 918 996 1229 1229 1229 1469 1469 1469 1732 1732 1732 91 215 163 315 434 330. 607 467 356 637 748 574 807 861 667 861 1056 1041 1056 1254 1254 1254 1468 1468 1468 10 158 120 231 321 244 467 347 263 504 559 427 704 649 497 758 925 784 925 1094 1094 1094 1274 1274 1274 11 120 90 174 244 185 355 263 199 384 428 325 584 498 380 644 785 603 823 969 870 969 1125 1125 1125 12 93 70 134 189 143 276 205 155 298 334 253 484 389 296 543 618 473 732 870 686 870 1007 945 1007 13 73 55 105 150 113 218 162 122 235 265 201 385 310 235 449 495 377 625 717 550 790 911 761 911 14 59 44 84 121 91 175 130 96 189 214 162 310 250 189 363 401 305 541 584 446 689 807 621 832 15 48 36 68 98 74 142 106 80 154 175 132 253 205 155 297 329 250 472 481 367 601 668 512 744 16 40 - 55 81 61 117 88 66 126 145 109 209 170 128 245 274 207 396 401 305 529 559 427 656 17 33 46 68 51 97 74 55 105 121 91 174 142 107 205 230 174 332 337 256 469 472 359 582 18 - 38 58 43 81 62 47 88 102 77 147 120 91 172 194 147 281 286 217 413 401 305 520 19 32 49 37 68 53 40 74 87 66 124 102 77 146 166 125 239 245 185 353 344 261 467 20 - 42 32 58 46 34 63 75 57 106 88 66 125 143 108 205 211 160 304 297 225 421 21 - 37 - 50 39 - 54 65 49 91 76 57 108 124 93 177 183 138 263 258 195 371 22 32 - 43 34 47 57 43 79 66 50 93 108 81 154 160 121 229 225 170 324 23 - - - 37 40 50 37 68 58 44 81 95 71 134 140 106 200 198 150 284 24 - 32 35 44 33 60 51 39 71 84 63 117 124 93 176 175 132 250 25 - 39 - 52 46 34 62 74 56 103 110 83 155 155 117 221 26 35 46 41 31 55 66 50 91 98 74 138 138 104 196 27 31 41 36 - 48 59 45 81 88 66 122 124 93 175 28 36 33 43 53 40 72 79 59 109 111 84 156 29 - 32 - 38 48 36 64 71 53 98 100 76 140 30 34 43 33 57 64 48 88 91 68 126 Ilow to use maximum uniform load tables: Notes (for page 6 and 7) 1.Select the correct table for the beam application 1. Beam spans are defined as follows:Sinwle span dimensions are ntea- you need. stxcd from inside 'ace of supports:ivlu ipie span dim,,o.ion.:ne 11'e'l- 2.Choose the required beam span in the left column. sured from inside face of exterior supports to center line of interior 3. Select a beam depth from the tables that satisfies supports. llmii the live and total load PLF on the beam. 2. lltese tables are for simple spans (with it support al each('nd) 4.Check the bearing requirements as shown on page 8. or for continuous (nwltiple span) beasts if spans are e(ItIal. 3. PlY values are for a single ply of I !t"(;ang-I.vn IAA'. Example:Floor live load 480 PLF, L/360 dulleclion limit. • Double the values for two plies or 31/1"thickness. Flour total load 660 PLF,L/240 deflection limit. •"Triple the values for three plies or 5"Y'thickness. Beam span 14'-0" * 4. For P/t"x 16"beams and(Ieeper,two plies (mininlunl) arc required. Solution:"Try 2 plies FI/4"x 117/8",which can carry: 5• More than three plies may require special design.Contact • Live load 2 x 250=500>460 PIT' ✓OK Your M,engineered products distributor. •"Total load 2 x 363=726>660 PLF ✓OK ,I f ,I 6 Assessor's offioe (1st floor): IHEto� Assessor's map and lot number ..... ` Board of Health (3rd floor): Sewage Permit number .c .. f.. ........ .., �� �NsiaLCSYSTEj��V 1; SAUSTAXLE Engineering Department (3rd floor): Q� ED J S .., ,MA!i House number ............................ .�..... ........................ 17"" D1Wt�L�IQ ,YAv.p`oa� C APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only r3�.,. n#V ND TOWN OF BARNSTABLE BUILDING ANSPECTOR APPLICATION FOR PERMIT TO 4 t. .S N /G S TYPEOF CONSTRUCTION .............................................r...... ...Ee .. ................................ .......... . ..... l Q.- 19 fv- TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: ........9�?. �i�........ .�' Location ............ .s................ �1................................................................................... 9 A ProposedUse .............. ............................................... Zoning District .....................................Fire District ........... ©��l ................././.,.. ,Q ...........�............................................ Name of Owner 5fi-N.. ...... (!L.f�l.!� /!�..............................Address ./..'.��...1��, ....�ea......... ....... Name of Builder ........Ao Q....:7.`/.`ti...............Address ...........6el. P � Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..........�......................................................Foundation ................................................................................. Exterior ................... jC/f.J.l�``Al................................................Roofing .........I.X�yP.......2......SA .��' Af_f.......................... Floors ..... .. ...U1.�.'......................................................Interior ... ........................................................... Heating ..���. �(�...� C. ............Plumbing .....l..yz Fireplace ..................................................................................Approximate Cost .... .. .d4l...... .:.......................... Definitive Plan Approved by Planning Board _______________________________19_______ . Area !".'.D. ... ...4 ..C ...... Diagram of Lot and Building with Dimensions Fee ..1 �`—� SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations ofVTownBarnstable reg din a boveconstruction. Name ...................... ........ `` Construction Supervisor's License e.. ..��.0L ............ ULLIVAN, FRANK. No• 33899 permit for .....Relocate Bath Single Family Dwelling Location ....8.8.2 M.ain. ...Street. . . . ...................... .... .. .. .. .... .. .. Cotuit ' Owner. r4x1j',...S.U11i.wLn.......................... Type,of Construction ...F.r.ame... ..................... ................................. .......................................... Plot ...................... Lot ............................... ' r s August..$.:........:19 90 Permit •Gran.ed Date ,, ,ofInspection ....................................19 . x Date Completed. ............. .....19 y -7- l y A r Assessor's offioe (1st floor): - - �3 - O -2� CFTNEtO Assessor-s map and lot number ..... ...... . ..... ... .................. r�J Board of Health (3rd floor): ��o, .... ^j' ►.i o. d Sewage Permit number .. ............... •••.................i..�. ....... Z 99$a9TSDLL, S Engineering Department (3rd floor): �-7 p% moo 1 9. House number !� 3 �e APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00. P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR r � APPLICATION FOR PERMIT TO /S11�Q1� ��....... ......... ....... , t��N....a......... ...:... ............ ... TYPE OF CONSTRUCTION . ... !--T .. 1 ,. 1, .... .... . ......................19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: QQ.&Q n Location ..........0 O.'r. ....6i! ......../.1--m.0..............lc���.Z.�:1. 11.... ........................................................................................ ProposedUse #AA....... ..................................................................................................:..... .. ...........Fire District ......................................................................... Zoning District ............................././............................ �Q Qn �- ,(� � ..... Name of Owner 156/ .k...... U1.4/.!! /J.."`.:. ..........+"r.:0......Address A.e,-...6ex....�&q.........��v!.(..�./.!"'�.•....... r Name,of Builder ..f !!Af.Z / .......&MQ..... /.'!....r.........Address .� ...1....Pw �G!!N /A.� •..........�.� �<..Y.�!'�/t. Nameof Architect ..........!.......................................................Address ....................................................................................' 31 Number(of Rooms ............. ....................................................Foundation ......:.:..................................................................... n . Exlerfor � ................................Roofin ............... e ....... .........;F...AA / s.......................... Floors .1... ...-OIL..................................... ...........Interior .... !1P� �4 ..._..... I .................................................. Heating ......... ... ...... '. ...�Z�9 '�.................... :..........Plumbing ..... Fireplace pp..........................................":......................................Approximate Cost .... ....�././���0.�.��....?.e............................ Definitive Plan Approved by Planning Board ________________________________19-------- : ;' Area f ..e? . .... V Diagram of Lot and Building with Dimensions ,Fee Q............... ..... ...................... f' SUBJECT TO APPROVAL OF BOARD OF HEALTH ,r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS 1 hereby agree to conform to all the Rules and Regulations oflth-e Town f Barnstable rega din'githe 6bove construction. Z) Name . .......................... ....................... Construction Supervisor's License �. .. ,� .3............ SULLIVAN, FRANK. A=035-078 No 3389.9,. Permit for .....Relocate Bath ........Siaglg...ZaMily..Dwel ling....... Location ....$.82... slxl...Stze�t.....:.............. ....................... ........................................... Owner ......Frank..S?.?IUVATI....................... Type of Construction ...FX-ame.......................... ............................................................................... Plot ............................ Lot ................................ Permit Granted .......Augus.t...8;..........19 90 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT COMPLETED 111/�ql /,/_7D ; 1 I Town of Barnstable �FtHE Tq�, Regulatory Sgrvic6s 'v ll Richard Scali, director BAMSTABIX; : Building Division BARNSTABLE MAss Thomas Perry;CBO MFNS,A61E.4MAY6F.ONR.fAVhS . 1639.- 10� KSSiCAS,TILLS 16 9 20 Mi5i l4Y4RI&£ Building Commissioner,,, 200 Main Street; ;Hyannis+; MA 02601 www.town.barnstable.ma.us Office: 50.8-862-4038 Fax: 508-790-6230 December 2, 2014 Segolini Construction Attn: Adilson Segolini 117 Minton Ln. West Barnstable, Ma. 02668 RE: 882 Main St., Cotuit, Map: 035 Parcel: 084 Dear Mr. Segolini; This letter is in response to application number 201407552 submitted to add an art room at the above referenced property. Unfortunately,the application can not be-approved at this time for the following reasons: 1) You have not signed the application. 2) The construction.documents are incomplete. Once the above issues are resolved the application may be revisited. Please do not hesitate to contact this office with any questions: Respectfully, ! Y6+ �Vzon r -Local Inspector j effrey.lauzongtown.barnstable.ma.us (508) 862-4034 e PERMIT PAYMENT RECEIPT TOWN OF BARNSTABLE BUILDING, DEPARTMENT 200 MAIN,STREET 'HYANNJ�{.MA 02601 DATE: 1!]/29/14 TIME: 16�;.06 -----------------TOTALS-- PERMIT $.PAID 50.100 ` AMT TENDERED: 50.00 AMT APPLIED: 50.00 CHANGE: .00 i r a APPLICATION NUMBER: 201407552 PAYMENT METH: CHECK + r s PAYMENT REF: 1819 i i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Ob Parcel O� Application Health Division Date Issued r Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address $$?L /nth,g s i Village Owner 3AVVC moss Address n"A'ti Telephone Permit Request &pz ft= peon, ?'" Aloe At- Square feet: 1 st floor: existing /sroproposed 2nd floor: existing 4f9 proposed 9Y Total new 1W Zoning District Flood Plain Grou er Overlay Project Valuation �m �`� Construction Type VLmom Lot Size Grandfathered: ❑Y o If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ i- amily(# units) Age of Existing Structure Historic Hou �thLj es ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout Basement Finished Area (sq.ft.) Basement Unfinished Are .ft) 98 Number of Baths: Full: existing Z- Half: existing t .,mew Number of Bedrooms: 3 e st} ig/ric n. w JJ Total Room Count (not including baths): exis ' g7 new t First Floor Rpom Co '# 4 Heat Type and Fuel: ❑ Gas ®(Oil LaiElec ❑Other � rn Central Air: ❑Yes XNo Fireplaces�Existing� New Existing wood/coal stove: ❑Yes ❑ No AV Detached garage:JOxisting ❑ 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— fJfiC /I/ S�Go�i%Y� ephone Number _: 7 83 c/5 rAdd—re ss-�� �=- l�%��n�/ / �f E c--L'icense'# 0 Horrie,lmp ernent Contractor# 15 2597 Email `> GO�r!t/� 0- Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE `, DATE . _ _�- FOR OFFICIAL USE ONLY a` APPLICATION# DATE ISSUED MAP PARCEL NO. Y ADDRESS VILLAGE 1 OWNERt qq , DATE OF INSPECTION: FOUNDATION f j l FRAME r _ 1 A INSULATION FIREPLACE , f - ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 'r GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. = t i� TOWN OF BARNS-TABLE BUILDING PERMIT APPLICATION _ Map u✓J `Parcel;. RO` : ' Application �� Health Division Date Issued Conservation Division 'Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by,Planning Board Historic - OKH _ Preservation/ Hyannis A• Project Street Address S'Z 1ti s Village C 0-T LA r- � Owner 5.�.�� cis Address 's �„'A Telephone Permit Request 2"' Square feet: 1 st floor: existing proposed, 2nd floor: existing G9y proposed Ys' Total new /2�Z, (Zoning District Flood Plain Grou ter Overlay r . Project Valuation 3 0 ` Construction Type � Ua Lot Size Grandfathered: ❑Y s o If yes, attach supporting documentation. Dwelling Type: Single Family 9 Two Family ❑ ti- amily (# units) Age of Existing Structure : Historic Hou • ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl . ❑Walkout Oth 1 - Yp ,�'r Basement Finished Area (sq.ft.) Basement Unfinished Are&(q.ft) -5 Number of Baths: Full: existing Z- n Half: existing new 4�f Number of Bedrooms: 3 e sV n_ w Total Room Count (not including baths): exis • 7 new i First Floor Room Count S Heat Type and Fuel: ❑ Gas %[.Oil ❑ El ❑Other j ' Central,pr: ❑Yes LYNo Fireplaces: Existing TNew Existing wood/coal stove: ❑Yes ❑ No �i Detach i ed garage: xisting ❑ 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 Se Woe/;Y/ Telephone Number Address // ; License# C, 5 - 0,2.E 0,71 U4• ����'/vf�r��3/� Home,Improvement Contractor# /5 2 S 97, Email 5 Goy, ��/� Cd�'.. Worker's Compensation # , ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE y 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. G �'NCO«► �TiE' f°LDS ����`s,.�t' ' � { Town of Barnstable } Regulatory Services * BARNSTATIM 9� MAASSUS. `erg Richard V. Scali,Director Building Division Tom Perry, CBO,-Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Building Permit Procedure for Residential Addition Or Remodel Or Dock ❑ Determine map and parcel number and enter it on application. ❑ Historic District Commission,200 Main Street, approval required prior to construction/demolition for any properties located in a Historic District: • Old Kings Highway Historic District(north of the Mid Cape Highway) • Hyannis Main Street Waterfront Historic District(See map for boundaries) • Historic Preservation(if applicable). If ZBA relief(Special Permit or Variance is required for Project): ❑Copy of ZBA decision ❑Documentation proving that decision was recorded at the Registry of Deeds Win one year of ZBA decision date ❑ Approvals from the following departments are required and can be obtained at 200 Main St.: ❑Health Department (8:00—9:30 AM&3:30—4:30 PM {as of March 2°d,20051 ❑Conservation Department (8:00—9:30 AM&3:30—4:30 PM) + ❑Tax Collector {can be obtained from Building Department} ❑Treasurer {can be obtained from Building Department} ❑ Permit must contain complete owner information, full description of project, correct square footage of project,valuation of project(do not include hvac), building detail for Assessor's Office, complete builders information, including signature and date of application. ❑ 5 sets of reduced house plans measuring 11"x 17",scaled 1/4"= 1' & fully dimensionalized are required. Plans must include a foundation, cross section, framing schedule, insulation detail & floor plan showing location of smoke detectors(located with a Red `S'.) ****** IF USING ENGINEERED LUMBER AND/OR STRUCTURAL STEEL,ENGINEERING DATA MUST BE PROVIDED""" ❑ Plot plan or mortgage survey required for any addition. ❑ Workers Compensation Insurance Affidavit form must be submitted for any workers hired. In the event the homeowner takes out the permit, subcontractors hired must supply this. Copy of Insurance . Compliance Certificate must be submitted. ❑ Mass Compliance Checklist ❑ Construction Supervisors License&Home Improvement Contractor's License OR ❑ Homeowner License Exemption Form must be submitted if homeowner is acting as general contractor or builder for the project. ❑ Property owner must sign Property Owner Letter of Permission. ❑.' A NON-REFUNDABLE Application Fee must be paid upon receipt of application number. All checks should be made out to the Town of Barnstable CHI YINEYS: Need Home Improvement License, no plot plan required ❑ PIERS AND DOCKS:Need Construction Super License AND Home Improvement License. OWNER CANNOT PULL OWN PERMIT. ❑ Projects requiring the use of a crane must complete the forms issued by the Aeronautics Commission October 27, 2014 To Whom It May Concern: I have hired Segolini Construction to build a room for an art studio over an existing first floor bedroom at my house located at 882 Main Street, Cotuit, MA 02635. I am hoping to begin construction as soon as possible. Jade Gross hp 1;17 • �tzzz;:zr�ogni Q,�'+J1�rErsac�us� D47ar&veW qrf lydxv id-4ccidenty f ace left- afiozzs ` 0 Won Street $osfazz,.MA 021LI fnnm anasmgar/t za Workers' CampensatianInsurance Affidavit Builders/C(intradQrsMectriciansOambers Applicant IIIf u-oration r Please Frird bIy I�T,3m�(Sasineasl6rgsuizadionllnd�rvidual�: I��x� �/��,.,,s►.n-r,,�U Add ress. 2- �IFCL(J t c L citytstatrlZip: Phone i�: 79/ 9 S3- Are you an employer?Check the appzapriate bo-r: T of project r L❑ I am a emplcyrr with 4- ❑ I`n$ge l ctmtractor and I � New J�� employees(full andforgart4ime-* havehiredtbe sub-contradors 2_XCI am a sole Proprietor orpartner- listed on the attached sheet 7- R ® esod ing ship and have.no employees These sub-oortiractors have S. ❑Dematition w for me in ci employees and have workers' �� �� � - _ 9- ❑Bnildmg addition . [No.w(�rk)Cr3 comp.in¢Trranre Comp.mertnet l „�„�I j_ ❑ We area cotporatimand its 14❑�Ie�sical repairs ar additions 3.❑ I am a homeowner doing all work a officers have exercised their 11-E]Plnmbiag repairs or additions, myself [No workers'comp- rigk•of exemption per MGL. 12.❑Roof �.�,,.,,�,,�p c-15Z§1 mm,and we have no s • ieicrxwnre�`'`1"�`�`'"_I F, (TJ 13_0'QC{IFS . emplcu e -[No workers' ' comp-insumante-require4.I f `Any�Pb�atibatcherfsboa�ll�stalsafillontihsrsettioubclawshnc¢iagi�eir�es�compe�atiaupv�Sn ow Rameowners crho subadt-du s.—idwvit Lad5=6nZ they am doing 01 r End Tb-1 a omtside contracmrs omit sabmit a aecz aifidaeit ind;r inch TlCantmaurs iftal rhxk this box nx=stlached sa addifi c=1 sheet shotrmg the mmni of ff E M*#o 6 anti=tP WhPdker DCnut$iase Mitaies haw. employees. rfthe sQ7o-ccautaadus Ixv-e employees,they—T provide then—),-'tamp.palics ulmber_ I am an employer thirds pm iditrg iumArarrce for my employees. Belau is i3ta pa$cy anal join site izifortrtmfztatt_ ,' ,' - Insurance Company Name: " Pofiry;#or Self-ins_Lic. FxpiratiouDate. Job Sits Cityi'Statei2 rp: C c-r Attach a Copy of the workers'compensation policy dealarati6n page(showing the policy number artd e3*ation date). FarZure.to secure coverage as retluiredundr-r Section.SA of MGL c_ 152 can lead to the imposition of criminal pees of a fine up to$1,500.00 andlor one yearimpusa as well as city penalties in the foffi of a STOP WORK ORDER-and a fine of up.to V-50.00 a day against the violator. Be advised that a copy of#his stk=eat maybe forwarded to the Office of Iurestigntiom of ffie DIA for iusm-a*,ce coverage vac adon- I da harebjr ce&fy n s at:d psn FerJury fFtatfhe anfpr�aau rrn prm d ccba��e is hzr8 and correct Phone i#- ? K/- 959 Gvicw use only. Da trot Wribr in flus area,in be cawpleted by ciF ar tawn afficiaL City or Toren: Permiff icense# Issuing Autharitg(circle one)•: . L Board of Healtir 2.Building Department 3.Citf Tawn Cl=k 4.Electrical Inspector S.Pfumbingg Inspector G.Gther Contact Person: Phont 9- 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pu suautto this statute,an employee is defined as"__every person in the service of another under any contract ofhire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a.deceased employer;or the receiver or trustee of an individual,padnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appintmaat thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or IDMI licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to comfruct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required.' Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the in sutance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the wormers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)aame(s), address(es)and phone numbers)along with their cerdficate.(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)withno employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees;a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confumation ofiam=ce coverage. Also be sure to sign and date the affidavit The affida)2t should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter then self-insurance license number on the appropriate lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permitllicense applications is any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe prodded to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidayit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give as a call The Department's address,telephone and fax number. 'Fhe eommanv�talth of Massachusj�-,tt;s Depai mct.ff Ind al Accidents Offlr�e Of Javf,-�tFaiui 6M Washingtan StQet Bans IA 02111 TeL 4 617 7-49(�O wt 406 or 1-9 I\L4-SSAFE Revised 4-24-07 F=#� 617-727- 4�9 m%W gov/dia ��eorwnzoraaaeaCG/z,o/f y. d criaac�rr�eC� Office of Consumer Affairs&Busi. ess Regulation License or registration valid f6r individul use,only ME IMPROVEMENT CONTRACTOR before the expiration date If found return to: egistration 459.597 Type Office.of Consumer Affairs and Business Regulation xpiration 5/1512016 DBA 10 Park Plaza-Suite 51.70 a , on,MA 02116 •• Bost i SEGOLINI CONSTRUCTION �' ADILSON SEGOLINil =y� € y� •. ro 117 MINTON LANE Y WEST BARNSTABLE;'MA 02668 N I Undersecretary No slid without signature¢ , Massachusetts . Department of;Piiblic Safety ' + Board of Buildin Re ulatio 9 9 ns and.Standards Construction Supervisor f License CS-025077 kQ. T ka �. PETER C NMMTO 29..BOARDLEY RD Sandwich MA 02363 _ .. Expiration Commissioner 04/12/2016 �ce �po���rao�uueCiaGaq�ac�ucQeC� Office of Consumer Affairs&Business»RegulationE" - a r pM VEMENT�CO TRACTOR E IMPRO N ;egistration 1,15831 9 a ," TYPe• - r Expiration -4/20/2016 "T I,ndiuidual ` 1-)5 PETER MEOMARTINO n u I f + a PETER MEOMARTINO ;�`' as I 29,6"OARDLEY RD SANDWICH;MA 02563 { Undersecretary r P } L e Commonwealth ofMassac huseffs eparftnent ref fides rd Accidents - Office of-Invesd9afiens 600 WIISkingta}'r&reet Bosfarj,MA 02-U.1 WF4'1'pafi2asmgm/dili Workers' Compensatian Insurance da-M.$u TderslC:on"ctorsfUectricianslPlumbers Applicant Information Please Print Leobly Name{ es�rnizationlln�viduat}: �jG�GO�ify/ �pir/S7'ieUCT1'00/ A•cdres�: ��� /1'/iNTC�� ��f//E City/State yr//�;���fT�V1,-' /M 924-GS Phone g7 018 9 Am you an employer?Check the appropriate box Type of 'ect r 4. I aru� ctmractor azzd I project ,�•'���- . 1.El I am a employer with f 6_ ❑New consfra-zctim employees(full andlorpart--Ume)-* have hiredthe sub-romtradoEs listed on the attached sheet 7- ❑Remodeling ' �_❑ I am a sole prapriet>?r or partner- listed ' ship and have no employees These sub-contradars have g. ❑Llemolitrou working for mein any capacity employees and have workers'; 4_ ❑Building addition [NO workem3tranc CoComp_ine Comp-insurance required-] 5_❑ Vde are a corporation and its 10.❑Electrical repairs or additions 3-❑ I am a homeowner doing all work of Ecers have exercised their 11_.❑Plumbing repairs or additions miser£ [No workm'comp. right of eimmpiionper MGL 12-0 Roof repairs iasurance required_]1. c. 152,§1(4),and we have,na. employees_[No workers' 13_❑Other comp-tasnrance realuired.1 *Any apptcat tbat checks boa C nmst also fdl vat the sectionbelow shnuing ibeu woiteis'rompensation policy infmmafirna Sameawners orhn submit this sffidsvit in csting t3i2y arg doing ffItnnai<amt Seen hug outride contractors rffist submit a aew aftdavk inffirsfin�sncL tCant mctors that check this boot mist soothed an additional sheet show-Mg,the nsme off the Mix-co rs and stab trhether ornot thQ5E pnibes have Mnpinyees Ifthe na cautmctum have employees,they must pxnvide their warkers'comp.police nmvber. 1 am an empka wr flied is prmid kg markers'eougmnsation azzsrzrance far azy amzplaymms Eekiv is fhepo&cy and,}ah site information / Insurance Company Name: �/J ration Date: Ptl1uy�or Self ttlfi_I.i�s'�: /'"( / � CJ 70 V `� � EXp-1 Job Site Address: M t4 l 41 57 C O T y t'% City}State.IZip: Affach a copy of the'workm- 'compensation policy declaration page(showing the policy number• and•expiration date). Failure to secure coverage as reT imdunder Section 251i of MGL c_ 152 can lead to the imposition of criminal penalties of a tine up to$1,500-Oa andlor one-y ear imprisonment,as well as civil penaltit:s in fe form of a STOP WORK ORDER and a fine of up to S-750.00 a day agar the violator_ Be advised that a copy of this statement maybe:forwarded to the Office of lmrestigations of the DIA for in=mce coverage vuffication- I da hmtcby cetlzfrr the its tzndponalkes ofpe ury thatfhe in otwidion praizded bin ntl correct 7 r Date: l / / y SiEnatttre: Phone#: a f1S9 a City or Town:. PermitUcense AE lssuing Authority(tarde one): 1.Board of I ealth 2.Bu Ming Department 3.CitFlrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#= 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an errrployee is defined as"_..every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states 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,`.or auy applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Lie advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit q11e affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents_ Should you have any questions regarding the law or if you are required to obta.iii a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple pemiit(license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in {city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for fixture permits or licenses. A new affidavit must be filled out each year_Where a homeowner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn If-ayes etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The,CommallW�c'�.lth of Massachuse,t Department Gf Industaal Ace0ex� Qfzee of Zuve tsUptxaus wo washingtau StQ�ti Bastou,IAA G2I I I TeI.A 6I7-727-4900 W 4€16 or I-977 MASSAFE Revised 4-24-07 Fax#6I7-727V7749 pcFw�.�nas�gn��dia - DATE(MM!DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 106/02/2014 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 endorsement(s). PRODUCER CONT NAME: PAUL SCHLEGEL SCHLEGEL INSURANCE BROKERS INC PHONE 508-771-8381' FAX 508-771-0663 (AIC,No,Ext): - (A/C,No 34 MAIN STREET ADDRESS: SCHLEGELINSURANC@GMAIL.COM _ WEST YARMOUTH MA 02673 INSURER(S)AFFORDING COVERAGE NAICA INSURERA:NGM INSURANCE COMPANY 14788 INSURED INSURER B:AIM MUTUAL Adilson Segolini Dba Segolini Construction INSURER C: _ - 117 Minton Lane INSURER D INSURER E: West Barnstable, MA 02668 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE 'LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOC 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. INSR AUULIbUnK POLICY EFF- POLICY EXP - LTR TYPE_OF INSURANCE INSR VIVO - POLICY NUMBER . (MMIDDIYYYY) (MMIOD/YYYY) LIMITS - A GENERAL LIABILITY 14PT8486U 05/07/2014 05/07/2015 EACH OCCURRENCE S 2,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) S 500,000 ' CLAIMS-MADE ®OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMPIOP AGG S'2,000,000 ' POLICY PE Q- LOC AUTOMOBILE LIABILITY. - (Ea accident). S _ ANY AUTO _ - BODILY INJURY(Per person). $ ALL OWNED SCHEDULED _ BODILY INJURY(Per accident)- -S. AUTOS AUTOS - - ,.,...._ NON-OWNED PR PER DAMAGE S HIRED AUTOS AUTOS {Per accident) UMBRELLA LIAR OCCUR - - EACH OCCURRENCE S EXCESS UA9 CLAIMS-MADE AGGREGATE S DED RETENTION S - S B WORKERS COMPENSATION AWC-400-7026025-2014A 05/23/201405/23/2015 AT - AND EMPLOYERS'LIABILITY TORY LIMITS ER YIN ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT S 100.,000 OFFICERIMEMBER EXCLUDED?. NIA - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S 100,000 If yes,describe under - -- DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT -S 500,000 % DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) AdILSON SEGOLINI HAS ELECTED TO BE COVERED UNDER HIS CURRENT WORKERS COMPENSATION POLICY CERTIFICATE MAY OR MAY NOT .BE IN EFFECT OF PRESENTATION OF THIS CERTIFICATE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE � THEREOF, NOTICE WILL BE DELIVERED IN ► ACCORDANCE WITH THE POLICY PROVISIONS. ► 1 0 � � . 2tipi 'e- k o�LY } Town of Barnstable SINE Regulatory Services Richard V. Scali,Director" r r Buildin Division BARNSTABI,E ■AuvsrAai.E. g MA & Y[S OhS X 5 65�ph E R i639. ` Thomas Perry, CBO 1e39-2014 Building Commissioner 575 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 February 5, 2015 Segolini Construction " Attn: Adilson Segolini 117 Minton Lane West Barnstable,MA. 02668 Y RE: 882 Main St., Cotuit, Map: 035 Parcel: 084 Dear Mr. Segolini, This letter is in response to application number 201500041 submitted to do alterations at the above referenced address. Unfortunately,the application can not be approved at this time because of the following: 1) Permit request and plans do not match. 2) Construction documents are incomplete. Y. Please do not hesitate to contact this office with any questions. Respectfully, AL/f6o , b Local Inspector _ jeffrey.lauzon agtown.barnstable.ma.us . (508) 862-4034 } = BIKE A Town of Barnstable Regulatory Services * EARN AELE. 9q, Wks& �0g Richard V. Scali,Director 39.'OTFD A Building Division Tom Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Building Permit Procedure for Residential Addition Or Remodel Or Dock ❑ Determine map and parcel number and enter it on application. ❑ Historic District Commission,200 Main Street, approval required prior to construction/demolition for any properties located in a Historic District: o Old Kings Highway Historic District(north of the Mid Cape Highway) Hyannis Main Street Waterfront Historic District(See map for boundaries) Historic Preservation(if applicable). ❑ If ZBA relief(Special Permit or Variance is required for Project): ❑Copy of ZBA decision ❑Documentation proving that decision was recorded at the Registry of Deeds Win one year of ZBA decision date ❑ Approvals from,the,folloz ing-departments are rreequir_ and can be obtained at 200 Main St.: OHealth D`epartmenf- (8..00=-9 3O�AM&3:30=4:30 P-M{as of March 2 ,20051 ❑Conservation Department. (5:00-9:30 AM&3:30-4:30 PM) ❑Tax Collector {can be obtained from Building Department) ❑Treasurer {can be obtained from Building Department} ❑ Permit must contain complete owner information, full description of project, correct square E footage of project, valuation of project(do not include hvac),building detail for Assessor's Office, complete builders information, including signature and date of application. ❑ 5-sets-of-reduced-house-plans-m-easurinV,11-Yx 17»,�scaled.a/4» 1 `&fally,dimensionalized are required--Planslmust includ��e a found_a'tion=cross sectionfrarn'iiig schedule;insulatfon detail & : 3 floor plan-showmgaocation of-smoke`detector s°(locatedwith a Red_`S' ) IF USING ENGINEERED LUMBER AND/OR STRUCTURAL STEEL,ENGINEERING DATA MUST BE PROVIDED****** ❑ Plot plan or mortgage survey required for any addition. ❑ WorkerszCompensation'Insurance Affidavit fo`rm.must.besubmitted for any workers hired. In the event the homeowner takes out the permit, subcontractors hired must supply this. Copy of Insurance Compliance Certificate must be submitted. ❑ Mass Compliance Checklist ❑ Construction Supervisors License&Home Improvement Contractor's License OR ❑ Homeowner License Exemption Form must be submitted if homeowner is acting as general contractor or builder for the project. ❑ Property owner must sign Property Owner Letter of Permission. ❑. A NON-REFUNDABLE Application Fee must be paid upon receipt of application number. All checks should be made out to the Town of Barnstable ❑ CHIMNEYS: Need Home Improvement License,no plot plan required ❑ PIERS AND DOCKS:Need Construction Super License AND Home Improvement License. OWNER CANNOT PULL OWN PERMIT. ❑ Projects requiring the use of a crane must complete the forms issued by the Aeronautics Commission TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ll Map Parcel `application # Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address S S l M A i PJ S-r Village c o-rLA rr' Owner =SA-w yr G. m o cS Address 2?p2_ MA~ Telephone oz3 Z i -Y ! Permit Request c.004— ma k G'X Z-0 RIGID". --s Oda t' A,cti cr�•l Square feet: 1 st floor: existing IS327 proposed O 2nd floor: existing c 9s proposed 3 Z a Total new 3 z p Zoning.District Flood Plain Groundwater Overlay ,Project Valuation 3YOaO,a6"Construction Type W Fame. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family JW Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes 0 No On Old i g Highway: ❑Yes ❑ No Basement Type: �ull XCrawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) O Basem Un i i ed re sq.ft) 7 20 Number of Baths: Full: existing new Half- sting new Number of Bedrooms: 13 existing o n w \ Total Room Count (not including baths): exis ng w First Floor Room Count Heat Type and Fuel: ❑ Gas A(Oil El ctric Y.. Other Central Air: ❑Yes YNo . Fireplaces: xisti g New Existing wood/coal stove: ❑Yes ❑ No Detached garage: Urexisting ❑ new size_ ool: ❑ 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 # u4 Current Use Proposed Use APPLICANT INFORMATION a .(BUILDER OR HOMEOWNER) y r Name !/V/ ' Telephone Number Address /l� i/��f7/���/t/� License # �S Home Improvement Contractor# /525 9-�Pr Email G O�i/r//�/71��/'�i��< < Goy' Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �" DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS -VILLAGE- 'OWNER DATE OF INSPECTION: FOUNDATION } FRAME INSULATION r r .o FIREPLACE ' .i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL R.UILDING r DATE;CLOSED.OUT ASSOCIATION. PLAN NO. TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATION Map �'� < Par '� �tion"# Qy�� .� Health Division /a Date Issued Conservation Division ! ' AppJipation Fee b' >� f Planning Dept. Permit�Fee � X t, Y Yvyr Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis- Project Street Address S 9 Z d Village C,T"tit IT— Owner —'\A N 6 G rz o s S Address i Telephone 'vas b z Y SrI a Permit Request z Lvv,2 oe M� = i 6',< zv co r-L -7 c'> S e9 lZ R en o F • I • Square feet: 1 st floor: existing 1�;Sv proposed �0 2nd floor: existing t s y proposed 3 2 cD Total new 320 Zoning District Flood Plain Groundwater Overlay Project Valuation 31/v v O��__Construction Type L-u c> i n 1�, Lot Size t Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 2' Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old Ki g Highway: ❑Yes ❑ No Basement Type: )dFull JYCrawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 0 Basem Un ini ed re sq.ft) 7 7 o Number of Baths: Full: existing new Half- ing new Number of Bedrooms: 3 existing 0 new Total Room Count (not including baths): exis ng wT First Floor Room Count R Heat Type and Fuel: ❑ Gas JdOil El•ctric Other l Central Air: ❑Yes YNo Fireplaces: xisti g New ` Existing wood/coal stove: ❑Yes ❑ No Detached garage: existing ❑ new size_ ool: ❑ 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 o APPLICANT INFORMATION , - (BUILD-ER OR HOMEOWNR'- _ --- NameJ ��G�iC /V� ? Telephone Number Address-, �� i 'Vrdw/"; e License # 15 O Home Improvement Contractor# /S c/1 .5 q Email Worker's..Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /� - % t. DATE /� �5 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. Hie Cixmmomwalth of Uassachrrsems Dgwhnent a firdu.s l4ccidents - - QKWd of hMestigr—OUS 600 Washington Street Boston M 0� 1� wins.inasmgovIdia '4 arkers' Compensatt an InsuranceA.ffidavit Bii ldeis/C-ontrac#nrsMectricianslPlumbers Applicant Information r Please Prul•_t LegibT clkTame cozaividnal)_ `��' �Lf✓�` L /✓-�j.�'UG-ji..o�' CA— Are you an employer?Check the appropriate bor: = of o'ect r I_❑ I am a employer with C4 I am a.dal contractor and I ti ❑New ions employees{full andlorpart-time}* have hired the slzb ac�toEs. 2_❑ I am a sole proprietor or partner- listed on the attached sheet 7 ❑Remodeling ships and have no employees These sub-contractors have g_ ❑Demolitioa Vod,,ngfar use in an c ci c emplo}gees and have wosicers' y � � # 9_ ❑Building addition [No worbus' comp_insurance comp-tnsura required_] 3_❑ '%Te are a corporaticnand its 10_� ctaical repairs additions of hav+a exercised their I l Plumbing 3_❑ I am a hom'aeru�ner doing all work -❑P. 13 re-pairs or additions myself[No workers'txMp_ right of ex&mption per MGL 12-[]Roof repairs insurance required.]1 c_152.§1(4),and welras,*eno - . euployees_[No worm' l3_❑Other, comp-insurance reciuir�-J *Amy applicwt that checks box*1 mast also fill out ttbee section below showingrhea woxkea'compensation policy inftirr*titan T H.omeo tuffs who submit this of Axvil indrat mg they are doing sllrrcA m4 then hie outside contractors must suborn anew af&Tvk indiralin mrh =Cbuinctois that check this box must sttached an additional sheet showing the nmme of the oox ixmrs and state whether ocnrat those Mdjes have employees_ If the sub-contoictus hue employees,they mast provide th--:r workers'comp.policy number I nm an eirnplDyer#Trot is prmddirrg workers'connz n�snhon annsntrar€cs farm,Rnrpl des Belau is thepo&y and fob site itrfnrrrtrriiraa. ' Insurance Company Name: Policy 4 or Self-ins-l ie`;ff-- Expiration Date: 7oh Site Address: city/Statelzip: Aftach aE copy of the workers'compensation policy ded2ration page(sho Nd g the policy number and expi ation elate). Failure to secure coverage:as required under Section 25A of MGL c 152 can lead to the imposition of`c iminal penalties of a fine up to S 1,500.00 andlor one-year m4 mri as well as civil peaatties in the form of a STOP WORK ORDER and a fine oFup to S250.00 a day against the violator_ Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification_ I do hereby certify tt. thg pedx s and pen aliiss ofp'edgiy t3tatthe info prini&d II bp,e iss bra runt carrect 83 68 9 g" 005kioI use only. Do-trot write in thiss area,tux bs compLFted by city or town offi`curL Citv or Town:. PermitlLieense Ess..ing Authority(circle one): 1.Board of Health 2.Building Department. 3.CitylFowa Clerk 4.Electrical Inspector $.Pfumbiug Inspector 6.Other Contact Person: Pho-ne#_ 6 Information and Instruetions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an amployee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written_" An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a Joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or'repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states feat"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, ,`.or any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall, enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone numbers)along with their cer tificatc(s)of insurance. Limited Liability Companies(--LC)or Limited Liability Partnerships(L LP)with no eLrrloyees other than the members or partners, are notreguired to carry workers' compensation insurance. T`an LLC or'LLP does have employees, a policy is required_ Be advised that this affidavit may be submitted to the Departnent of Indusirial Accidents for confirmation ofinsurance coverage. Also be sure to sign and date the affidavit 772e affidavit should be retumed to the city or town that the application for the permit or license is being requested,not the Departznent of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call tj.e Depa_rtinent of the comber listed below. Self-insured companies should enter their self-insurance license number on tle appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple pernitllicense applications in any given year,need only submit one afflidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is Dn file for future permits or,licenses_ A new affidavit m,.?t be filled out each zen year.Where a home owner or citi is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affrdwvit The Office of Investigations would lace to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwean of Massachuso Department of Industrial Aocicie.� , GMQe oz kyestig tiaras 600 Washingtau Strut Bastan2 MA G2111 TeL A 617-727-4900 W 406 or 1-8 MASWE Revised 4 24 07 Fax#617 727-�49 www.mas&gov1dia AFVC Guide to TYaod Cansfruc fort irr High wrrd ZQrte Massachuse€t CheclliA fOr-Con_1gflanne( 90 CA4R5301J [_r)I L aadbearing Wall Con neC;§Dns Lateral(no_of 16d cvrmnon naffs)-__------------------_._-(fables 7)+---------. - hfon-L-aadbearing Wall Connections Lati'ral(no_of 16d mrrunan na$s)----______-(Table B),--- _�---.-_--------__-_-_- L oad Bearing Walf-Openings(record largest opening but check all openings for Cori)pfiance to Table 9) Header Spy - �_ _---- -----=-- - - (Table 9) -=------ --- ft in.511' Sig Plate Slians -= --...__ --._-- -----(Table 9)�-----------•-----•-----.—ft_in 511`, Full Height Studs (no.Df studs}__._.-__�.--_-�---(Table 9)------_.-___-___-_--_--- Non4Laad Bearing Wall Openings'(record largest opening but check all openings for campFwce to Table 9) Header Spans_------•----------:_...-----------------...(Table 9}-___----- -----_._ff—in 51z Sig Plate Spans..----------------_----------_t(Table 9)_-__------ __._ft_in-s 12" Exterior Wag Sheathing ib Resist Uplift and Shear Simuffaneausly4 N inimum•Building Dimension,W Nominal Height of Tallest Openin92 ----------------- --__-__._..__.- -----_._-___ -5 6'B" 5h'eathing Type__----------------------(note 4) --- - - -------- - -Edge Mail Spacing---..-----•____-:--,•_--(Table 10 or note 4 if Field Mail Spacing------------ __-------..._.(Table 1D) ire Shear Connecian(no.of 16d common nails)(Table 1D):--.------,_-------•----___ _ Percent Full-Height Sheathing._---------------(Table 10)___-._-__-;-_____�_ 5%Additional Sheathing for Walt with Opening>E3 B`(Design Concepts) --•__-__- Maximum Binding Dimension, L Nominal Height Of Tallest Opening7------------------------------------------_----------- _._-----=-_ cSIB' (note 4}._- -- ------ - ---- — Edge flail Spacing----- ------_--------_____.-_____{Table 11 or nata 4 if Tess}----_-_-.- in. Feld Nail Spacing----_--_--•---:_ ...__-.(Table i t)--__ �,-----_---------- -_ in Shear CDnneC$Dn(no.of 16d Common naffs)(Table 11-)________,_•-----.------------:__-_ Percent Full-HeightSheathing----------_-.(Table 11) ------- ----------_----____-_% 5%Adddianal Sheathing ibr Wall wiih*Cpening> --- Waif Cfadding _ Rated for Wind Speed?---------- ------ - - --- ----__ - ---- 5-1 ROOFS Roof framing member spans checked?._._--._-_.(For lairs use AWC Span Too[,see BBRS Websife) Roof Dvar-hang ---------------------------_._----_----__-_-.(Figure•19).---:____-_ 5 smaller of 2'or U3 Truss Dr Raf[E�:r Connection at L oadbearing Wafts Proprietary Connectors Uplift- ---=-- --- ---(Table 12}---- - -- --- - ---LJ-- pff Lateral••••--------------------(Table 12)- -- --- ---- ---_�L pff Shear-----------------------(Table 12)--------------- ----- S= Pff_ }ridge Strap Cannec8ens,if collar ties not used per-page 21•.. (fable 13)___---_--__----------T= pff Gable Rake Outlooker___.--_._______:--:____�---__--- Fur e 2D ft_<smaller Df 2'gr Ll2 ' ( g )------•---- TnlSS or Rafter'CDnnac-ions at t�fon_nadbearing Walls Proprietary Connectors (T )-- ---------___l� U). Uplift �. ....---.--------(Table 14 Lateral(no_of 16d common Waits)__(Table 14)--------------------------------------L= lb- • RDDf Sheathing Type-_-__--_-------- --�--(pQr TBD.CMP,Chapr rs 5B and 59)___._._- Roof Sheathing Thickness-_____--_--' ------------__-_—in_?71167 WSP ; RDDf Sheathing Fastening--.,__._._-_._------.-_-.(Table 2)_-------,.___--_-------_-----___---_____-•— f, ;This chBdTL-.f shag be met in nits entirefy, excluding fhe specific exceptiDn noted in Z, to Comply with the require e'mwits Df 730 WR53D1.2.1.1 Item 1. If the checklist is met in ifs entirety then the following metal straps and hold downs arrt not regLi t ad per the WFCM 110 mph Glide: a. Steel Straps per Figure 5 - b. 2b Gage Straps per Figure 1 i ' a- Upldt Straps per Figure 14 , d All Straps per Figure 17 e Comer Stud HDId D(Dwns per Figure 1 Ba and Figure 18b. Exception:Opening heights of up to B fL s1iall be permitted when SA is added to fhe percent full-height sheathing - requiri'rrienfs shown in Tables 10 and 1.1. The bottom sitf plate in e)±r Dr walls shall be a minimum 2 in.nominal fhickriess pressure tr-t--d#�2-made AWC Chide to Wood Cons-frurtiort L7 High Wrndf(reas:'JIa trrpk ffloidZotie• Massachusetts Checkd&t COMPPMCe (780 MIZ 530i2.l.1)` - Ch=v- - - - � Campliancc. Wind Speed(3-sec.gust)__-___. mph Wind.Exposuragor?` B ' Wind Exposure Cab--gory................EngineMng.Required For F_rrfire Project........................................0 12 APPJ-ICAB[LrIY Number of S forces(a rnaf which exr�eds 8 in 12 slope shall be'considered a story) stories -<2 stones l�of Prlx#t--•-------------=----•--------------•--(Hg 2} _______-------------=------ -<12:i2 ` Mean Rays€Height'-------.-----------.-.----------(F9 --------- - -ft c 33' ----- -- Building Width,W-- ——_ __ - - —--— ----(F9 3}---- ——-=-- -- ---—_._If s 8B' Building Length,L -_________._ ___._- �_�_---(Fig 3)—_____._•----:--•-----------...__._ Buffding Aspecct Ratio(LfVV) ---=-- -----------�g 4)-------- --= ---- _31 Nominal Height of Tallest DpeningZ .---_---.-.-__..�_-(Fig 4)--•-_ ------ ------___--- c 6 ti` 12 FRAMING CONNECTIONS General compliance with framing MnneCdons----------__.(Tal le 2)------------------------------- ---•------____ 2.1 F6UNDATiDN Foundafion Walls muting requirements of 78D CMR 5404.1 Conte -•-•---••--••---•- ............._-------------------------------------------------------------------------------------- C Greta Masonry-------------_ ----------— ------------- -- 22 ANCHORAGE To FOUNDATIDNI� • 5/8`Anchor Solts�mbedded or 5/B`Proprietary Mer:hanir�l-Anchors as an'ali�r t;a5ve in concrete only BoltSpacing-general....................................--:.(Table4) - - ---- - - - --- in. Bolt Spacing from endloint of plate----------- (Fg.S)--- -------- in.in.<_6`-12 Bott Embedment-concrete-------- - ------.(Fig 5}..- ---- -- ----=---. in.>_7" Boff Embedment-masonry ---- -- ------(Fg 6)- ----_ in >15- Plate Washer --=- --- -.------- - (Fig S)---------- ------- -''-3-x 3`x tl` 3.1 FLDDRS - Floor-framfng member spans checked,_----------._---(per BD CMR Chapter 55)------ Ma�mum F}oarDpening-Dimension---_--_-. (Fig 6) than ___"-------------------y_.._-_-._ft<_12' Full Height Wall Scuds at Floor Dpenings less an 2`from l=xt5 for Wall(Fig 6)---......................_ ...-••--- Ma)dmum HDc)rJoistSetbada; -- Suppocfing Laadbeai-ing Waifs ar ShearnaIl_ _.____(1 ig 7)-------_.-------------------- ft s d Maximum Canfhlevered Floor Joists -T- Supporfing Loadbeadng Walls'or Shr?arwafl-------__(Fig 8)__--___------_-.-----_---: ft s d FloorBracing at Endv�alls—_.____.._-_---------- --- -(Fig 9)-.__- ----------•---- -------- Floor Sheathung Type -- --_ - --(per 780 CMR•Chapi-_r 55)----------•------ ---- Flaor Sheathing Thidmess aMR-Chapter�5)_.._.�---___-._ in_ Floor Sheathing Fas�rirng__.__-_------.-_-.----•--_-._.=-_-.�- (Table 2) d nails at in edge!_in field 4.1 WArrS. . ' Wall Height ; Laadbearfng walls------�-_____-_ _:_---(Fig 10 and Table 5)__•_-_-- ft -<1 D' felon-Laadbearing-walls_.____-=.---_---- -._.(Fig 10 and Table 5)------------------_.__ft's 21Y Wall Stisd Spacing ------------.._- ___--(Fig 10 and Table 5)-___:_._ in s 24=o-c- Wall Story Offsets- ____---------____---�..(Figs 7 8}__ _ _-_--,-------•__-- ft s d ' 42 L XTERI WALLS' _ WDDd StrJds C-DadbearingViafLs (Tablas}_—;____.-._----.-_.mac_-_ft in. _ Non-Loadbearin -walls.__.--.•-_- -- -2x - ft irr.g ------------.-__.__. .(Table 6)---•----•--•-------- Gable End Wall Bracing 1 _ — Full HeisO Endwall Studs_ _.__ _._.______.-_-_----•(Fig 1 D)__-:•--------_-------...___-__.___ WSP-Atc Floor Length_,_-__--=------------- (Fg 1 i) -_-------- _ ft�L�fC3. Gypsum Ceiling Lengfh(if WSP not used)-_-_�-_(Fig 11)__-.-_.--------- _ft 0-9W _ abd 2 x 4 CbritinUDLs Lateral Brara @ 6 fL o_c__(Fig 11�......................-_.•_-.---- ----- br 1 x 3 ce iDg furring slips @ 16`spacing min.wffh 2 x 4 bloi--kmg g 4 f-spacing in end joist gr truss bays bauble TQp Ptati: Spfic-_a Length _.---------=------------------(Fg 13 and Table s)__.______-----__--_--__._ft Splice C ronnEZ5Di (no_of 15d Gammon rmls)_-...___.(Table 5)___----------___,_•-------____-- AWC°Gi de to kYbod Construction irr Hi;m,h H,77,ndArear_ 110 rrxph HrixrdZafze Massachusett� Checklist for Compliance(1sa 4. a- Fmrm Tables"10 and if and Iocafion of wall sheathing and 13uildmg Aspect Ratio,determine Percent Full-Height SheaNng and Mail Spacing requirements b. Wood Sirucfura(Panels shall be minimum Thickness of 7116,and be installed as follows: L Panels shall be installed wqffi strength axis parallel to slims. I All horimntal joints shall o*=over and be nailed to framing. ` t`n_ On single story Construcfion,panels shall be attached to bottom plates and top member tap p of the double iv. On two story canstruc6on,upper panels shall be attached to the top member of the upper double fflp plate and to band joist at bottom of pane!_Upper aifachmeht of toyer panel shall be made to band joist and lower aftachment made fb IDWeSt plate at first floor framing. v. Hor¢onW nall spacing at double top plates, band joists,and girders shall be a double row of ad staggered at 3 inches on terrier per figures below:Vertical and Horimnfal N3ITtng fbr Panel Attachment 6. .Glazing pratecfion:a)new house or horizpntal addition--required if project is 1 mile_or closer to shore(generally,south of Rte 28 or north of-Rte.6) b)veriir21 addition—not required unless there is extensive renovAon to the first floor c)r¢.placament windows—needs energy conservation compliance onfy(chap 93) 6.Wood Frame CanstruCUDn Manual(WFCM)for i S D MPH,Exp (AWC)websrta. osure 13 maybe obtained from the American Wood Council . l —�iai�rns�r�srsort - AT67ht .. • i, ri. T1 �l f ti tt C, i•c H k f 1 1 0 t t rl'l}! •� r j 1 ! r - 'Q !t it n 11 2 r 4 r l . t t• t ht __ €t t f i La it it o .t it g t i i t i ?' U t 4 t IDEELz'Ig t L! - -- -Mr t It g k 1 _ i ■ I I— 1 •� f7 1l r IL t � It L STRGRSaiED t IIAR ACJr t W+&P-ATTEF 4 ' - •,� A-Rt�f�t`- � i��E131�1�GESPRG7ER6 R:TAL _ Sea DaW on Next Page Vertical and Horizor{al Naling Detail for Panel Attachment VerliGal atxi I orafonta!NaiCmg fbr Panel Afiachmant . Office of Consumer Affairs&Business Regulat,on L�cense:or regis6ati6n'valid for.individul use only _ ME IMPROVEMENT CONTRACTOR aiefore the exp�ratton date If,found eturn to:... o egistration 159597 Type Office,of consumer Affairs and Business Regulation zpiration 5/15/2016 DBA ;10 Park Plaza-Smte'5170 Boston,MA 02116 SEGOLINI CONSTRUCT � ION :t , L ADiLsow SEGOLINI` , dx x I 117 MINTON LANE WEST BARNSTABLE MA 02668 , I Undersecretary No and without si nature g " 1 Massachusetts =Department of Pu"bhc Safety Board of Buildin 9 W g,Re' ulations and Standards Construction Supervisor License: C , S-025077 �' PETER C MEO �TINO= BOARID 29 LE s. r" > Sandwich MA 0263 _ Commissioner Expirafion 0 - v V t October 27, 2014 To Whom It May :Concern: I.have hired S ego lini:Construction to build a room for an art studio over an existing first floor .bedroom at my house located at 882 Main Street, :Cotut, MA 02635. I am hoping to begin,construction as soon as possible. Jae Gross ��r�'���114ccrde�rts 6a#!Wmhi oyr Mreet Kos tar:,.MA 1a2M nrkerss ��nre� aIrxxs�-a � �adersfactarslerfricianslP�uinl�ers PEr--ant Trifciruiaticm Please Fri ibI Name 1'IA•4n7 w a Address 2-1 PhonF_;�_ ZT c!53— Are ycm an employer?Checkthe-apprapriafr.bu= T'. of o-etc r L❑ I am a emP 1oYrr with 4- ❑ I out a gel ctmfLactar and I _ havl >ire t5a Mb_cant ew s E N =PIDyees(full.MworPKt-t e)- * I am a sole propaetor orpartaer- listed an the attached sheet 7- ❑Rc=delvag ship and have:no employees These sab-aoufractars have g- ❑DemolitiDa forma n i em and d have woAa!n ���-. $ Q_ anr �&nilcpmg addifion camp_insme comp_iu rum 1 5. ❑ We area carports imand its I0-0 Eleztiical repairs or additions _3.❑ I am a-hDM:euW=doing au wgA. officers Isar exorcised thek 11-0 P3nmbmg repairs ar additions myself ' rightofe fionperMGL 5 r[Na"'��comp: �15�,§I(�,and we f�s�go I�.❑Roof repairs I 131:1 Offier emp1u7ees-rNa worLMM' comp-MsWMce regaiMcL j ygu} �spHcmf ihat cheCksbestl-amst alsoEII anriffie&ectioabtIaRrsh=b34 i�eaw 3cesT CoumessslioupopiC�#TMr�, HlimNn1ne5 vchu,-rbmit—d is soda:;,mffctng they am dnmg II r=k_nd th-hi*e oaisade coatmct nmst submit a nL._W argda uh maaratin sorb --TCa na t3ast rhak this b=must studied at ad&da d sheet shzrccmgthen of� S�3statPAhethec ocpoLfimsg b� emplayees. If tha sab{umtcacta hwe emplapeA they ffirst pmuide t Hdr warbers'comp.p obey mmzbec � . �itm,¢rr a- rhrrtis rtrt trot&ers'ro n tzcsatrrr�ca ar tt��e ecs. Belau is f}te & ruzd 'ob sits T�nrp ri01Ilp&ayl�BIIIe_• . - .. NBcyt'g orSe f ias-I.tG4k �IrdtiOlL�3�a= F Jolt .Asi&mS5 C�yr`�tafe(ZLp= Att2ch a copy of thg wGrkers'compensation policy dedaratiou page-(showing the po1f-T number and erpiratiDn date); FataaLe to strum coverage-as-retp imd.under Secfion,SA ofNiGL c. 152 can lead to the imposition o:ruiminal penalEms of a fine up to SLSOO.OD andlor ova yearimptssan=t as well as cairn peffalties in the faIIa of a STOP WORl:OIDIlZaad a fine 5 of up to•-250M a day against the violator. Bt advised that a copy of this ct Ktcmt of maybe fxwarded to the Office of L=iesfsgatiom of the DIA far insa ce,covemge vedEcx&n_ �y T rio fiereby certify ringer tRapdns tuzd parr thatfhe in orraat67npracudgd abtn e&b7ta and correct t fi;s's,Af,x� Bata: cb�3 .aL usa rxrr£}. Da oat tfri r in flris area,to he catrfFL'tgd by ci3v car town afficiaL Gtg ar Tot�n P �icerzse# Fs�r afharity tHrde anay . L Bo:ard 4f$exIth 2.RmIding Ilegartmitnt I CifpTuwa Qsrk 4_EIec_ c'cal Easpwfcr 5.Phaubing bisgeotor 6.Gather Co;�ct Person: Y"I�o-ne� . I lassachus , mineral Laws chapter 152 aqua-ss aII employers to provide workers'compensatian employees P-ars�to this statate, an eng£ayee is dei>ned as' __every person in the seavice of another undue any contract ofhim, express cFr fi-japlied, oral or written_" . An empLgy e,-is defined as`pan individual,partnesshin,association,corporation or of ier Iegal entity, or any two or more of the foregoing engaged in a join enterprise,and iad ding the legal representatives of a deceased employer,-or thEe receiver or trustee of an individual,partnership,association ar other legal entity,employing employees. Plowever Lhe owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do mai:E Enance,construction or repair work-on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MCTL chapter 152, §25C(6)also states that'every state or local licensing agency shall withhold fine issuance or renewal of a license or permit to operate a business or to constract buildings in the common Fcalth for any applic at who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally, MGL chapter 152, §25C(7)stains"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for th�e perform ice of public work until acceptable evidence of compliance with the m mt.ance requiem eats of this chapter have been presented to the contracting authority.' Applicants Please Hll out the wormers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contzact_or(s)name(s), addresses)and phone numbers)along with their cerzdfaaaic-(s) of msuuance. Limited Liability Companies(LLC) or Limited Liability Parineiships(LLP)withno employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees;a policy is re� Be.advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation ofine=ce coverage. Also be sure to sign and date the affidavit The affidavit shoui_d be mtnmed to the city or town that the application for the permit or license is being requested, aot the Depariznent of Industrial Accidents. Should you have any questions regarding fhhe law or if you are required to obtain a workers' compensation policy,please call the Department at the number IiStPri below. Self in=ed companies should enter their self-in=ance license number on the appropriate Ime. City or Town Officials . Please be sure that the affidavit complete andpririted Iegrlily. The Deparmment has provided a space at the b0A, In. o f the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure,to fill a the pennit/lk se number which-rU be used as a reference number. Ia addition- an applicant that must submit multiple pm itllimnse applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under',job Site Addmss"the applicant should write"all locations in (city or t.own)."A copy of the affidavit that has been officially stamped or rked by the city or town may be prodded to the applicant as proof that a valid affidavit is on file for fume permits or licenses. A new affidavit must be,Tilled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venue (i e, a dog license or permit to burn leaves etc.)said person is NOT rt-_ m to complete this affida.�rit The Office of Investigations would at to thank you is advance for your cooperation and should you have any q moons, please do not hesitate to give its a call- The Department's address,telephone and fax numlber a eoMM:DaWt4 h of Massachu&VUs Def eat Gf li c&stdal.Accidents �astaa.,MA G2111 Ttl� ,A 617-72 -49- E5 4-06 ar I-977 hLAZ E F�x 4 617-727-` 45 Revised 4-24-07 J a { i07 A tF4 STAB � ,pp. Ulf F ,J k V�has��_k N� -„r s t c L(rZCs/. Ism o � , Zi.Q _L�O i + x K p I J k . a i - 882 MAIN STREET ' •' C®TIJIT MA FRONT ELEVATION too e r .. I - _r..m.a.nro..n-._.-...•....r.,....-rn.m....w=a......-..r iw+•....-n.mrwee.ur.m-r ' =rn b..:.n _-, .ar.n.v�.0 .. 11 7/y PA s a-o � aM IF 4 1 • 1 _ 882 MAIN STREET \ COTUIT 11ifiA REAR ELEVATION - ' t e" ! Z ram, j i L� rnic,ac LnM ` 44 IN 4 _ -4 W.3 8825MAIN STREET p �V COTUIT IAA I RIGHT ELEVATION - ij ' � n. .,. � , • � ,y � ` � � .^} • e _{. J 'i • - l n ^ , i�,f:;y.a, f.. • � Ili _ _ --- TOP OF BRACE - ROOFING -___----- EXTERIOR FINISH �� l~ IS NAILED ' - /� SECURELYIN 'fi KERF AT TOP ;�--- ROOF SHEATHING STUD WALL� % _ PLATE. VENTILATION CHANNEL — INTERIOR FINISH / / AS REQUIRED SEE 201 KERF STUD & TOP CHORD FINISH FLOOR V NAIL BRACE AT // �., OVERHANG EACH STUD. i SUBFLOOR \ ...................1, FASCIA AND SUBFASCIA —BOTTOM OF RIM JOIST BRACE FITS IN KERF IN SOLE v FLOOR JOIST PLATE. , .. .. 2- BLOCKING AT SAME NOTE i SPACING,AS JOISTS ,• _ METAL BRACING SET IN A SAW-KERF &NAILED TO ADDS STRUCTURAL EACH STUD IS ENGINEERED TO EQUAL.THE CODE \ SUPPORT & PROVIDES REQUIREMENTS OF A 1X4 WOOD LET-IN BRACE. VENTED SOFFIT STUD CEILING NAILING. SURFACE MOUNTED TYPES (WITHOUT KERF) MUST BE r. .- WALL INSULATION INSTALLED IN OPPOSING DIRECTIONS IN.AN "X•"OR "V" _ - . , 8 VAPOR BARRIER - CONFIGURATION. ALL TYPES MUST BE INSTALLED AT FINISH CEILING) A 45° TO 60° FROM THE HORIZONTAL. - ----- FRAMED WALL` �a KERF-0--IN METAL BRACE WITH SHEAT t a.=: - JOVSTS AT EXTIE-fflOR WALL jo iS#S Par, 1 t0 Wi d° ,, TRUSS WITH SO[F:FITED EAVE ,�,2i - --- - I E3fDC)UI1C{ ' Ovenhanyin7 Truss 882 MAIN STREET COTUIT MA DETAILS f -12 --------------- I rY P i t la ------- 882 MAIN STREE COTUIT MA - FLOOR PLAN Straps&Ties - 4 HITSPSeismic&Hurricane Ties E) These products are available with additional corrosion protection.Additional products on These products are approved for installation with the:Strong-Drive SD this page may also be available with this option,check with Simpson Strong-Tie for details. Structural-Connector screw.See page 27 for more information. Model Fasteners OF/SP Allowable Loads Uplift with SPF/HF Allowable Loads Uplift with Code No. Ga To Rafters/ To Plates To Studs Uplift Lateral(160) 8itx1'/:Nails Uplift Lateral(160) 8dx1'/:Nails Ref.Truss (160) F1 F2 (160) (160) F1 F2 (160)• H1 18 6-8dx1'/2 4-8d - 585 485 165 455 400 415 140 370 117,L6,F16 Block Bridging 112A 18 5-8dx1Y2 2-8dx1'/2 5-8dx1'/z 575 130 55 495 130 55 - IP1,L18,F25 112ASS 18 5-SS8D 2-SS8D 5-SS8D 400 130 55 400 345 130 55 345 170 SOLID BLOCKING FROM H2.5A 18 5-8d 5-8d - 600 110 110 1 575 535 110 110 495 ' 117,F16 SAME MATERIAL AS H2.5ASS 18 5-SS8d 5-SS8d - 440 75 70 365 380 75 70 310 170 JOISTS IS STAGGERED H2.5T 18 5-8d 5-8d - 545 135 145 425 545 135 145 425 IP1,L18,F25 FOR EASE OF NAILING. H3 18 4-8d 4-8d - 455 1 125 160 415 320 1 105 140 290 ID H4 20 4-8d 4-8d - 360 165 160 360 235 140 135 235 117,L6,F16 �r ID H5 18 4-8d 4 8d - 455 115 200 455 265 100 170 265" H6 16 - 8-8d 8-8d 950 - - - 820 - - - t yt> ® M L 16 4-8d 2-8dx1'/ 8-8d 985 400 - - 845 345 - - 117,F16 M - y H8 18 5-10dx1'/2 5-10dx1% - 745 75 - 630 565 75 - 510 '. L10,F26 H10ASloped 18 1 9-10dx111/z 9-10dx11/2 855 590 285 - 760 505 285 ' d` ' H10A 18 9-10dx1'/2 9-10dx1'/2 - 1140' 590 285 - 1015 505 285 - 117,L18,F25 e H10ASS 18 9-SSN10 9-SSN10 - 970 565 170 - 835 1 485 170 - H10AR 18 9-10dx1'/2 9-10dx1'/2 - 1050 490 285 - 905 420 285 - 170 S gTem Tip HIOSI.11 18" 8-8dx1'/2 8-8dx1Y2i0 8-8d" 1010 660 215 550 870 570 185 475' IPi,L18,F25 H10A-2 18 9-10dx1'/> 9-10dx1:.! - 1245 815 260 - 1070 700 225 - F25 C ED H10-2 18 6-10d 6-10d - 760 455 395 - 655 390 340 - 117,F16 live-ie 2X/0 ED H11Z 18 6-16dx2'/2• 6-16dx2Y - 830 525 760 - 715 450, 655 - 170 H14 18 1 12-8dx1'/ 13-8d - 1350' 515 265 - 1050 480 245 - ❑2 12-8dx1'/2 15-8d - 1350' 515 265 - 1050 480 245 - IP1,L18,F25 -- TSP 16 910dx1'/z 6-10dx1'/2 - 740 310 190 = 635 265 160 - 9-10dx1'/z 6-10d - 890 310 190 765 265 160 F26 1.Loads have been increased for wind or earthquake loading with no For uplift Continuous Load Path,connections in the same area(i.e.truss to plate connector further increase allowed:reduce where other loads govern. and plate to stud connector)must be on the same side of the wall. 2.Allowable loads are for one anchor.A minimum rafter thickness of 2'/2" 7.Southern Pine allowable uplift loads for H10A=1340 lbs.and for the H14=1465 lbs. must be used when framing anchors are used on each side of the joist and 8.Refer to Simpson Strong- technical bulletin T-HTIEBEARING for allowable bearing on the same side of the plate(exe tion:connectors installed such that enhancement loads. nails on op osite side don't interfer D e)). 9.H10S can have the stud offset a maximum of 1"from rafter(center to center)fora reduced 3.Allowable F/SP uplift load for stud to bottom plate installation(see detail uplift of 890 lbs.(DF/SP)and 765 lbs.(SPF). 15)is 390lbs.(H2.5A);265 lbs.(H2.5ASS);360 lbs.(1-14)and 310 lbs.(1-18). 10.H10S nails to plates are optional for uplift but required for lateral loads. For SPF/HF values multiply these values by 0.86. 11.Some load values for the stainless-steel connectors shown here are lower than those for 4.Allowable loads in the F1 direction are not intended to replace diaphragm the carbon-steel versions.Ongoing test programs have shown this to also be the case with boundry members or cross grain bending of the truss or rafter members. other stainless-steel connectors in the product line that are installed with nails.Visit 5.When cross-grain bending or cross-grain tension cannot be avoided in the wwwstronggtie.com/carroslonfor updated information. members,mechanical reinforcement o resist such forces may be considered. 12.NAILS:16dx2Y2=0.162"dia.x 2'/2"long 10d=0.148`dia.x 3"long, 6.Hurricane Ties are shown on the outside of the wall for clarity and assume 10dx1'/2=0.148"dia.x 11/2"long,8d=031"dia.x 21/2"long,8dx1'/2=0.131"dia.x 11/2"long. a minimum overhang of 31/2".Installation on the inside of the wall is See pa a 22-23 for other nail sizes and information. acceptable(see General Instructions for the Installernotes u on page 17). 13.SCREWS:Strong-Drive®SO#9x1'/2"(model SD9112)=0.131"dia.x 1'/2"long(for the models marked with the orange flag only).Full table loads apply. ` H1 Installation 112A Installation ® H2.5A Installation H2.5T Installation TSP Installation (Nails into both top plates) (Nails into both top plates) I f F2 F Use a minimum . �w of two 8d nails, �� o this side of truss (total four 8d ® H4° nails into H3Installation Installation 'truss) QQ� MAIN V STREET ET � (Nails into upper top plate) (see footnote 3) _ •; (�(� O H2.5TF Installation - F, COTU IT MA 4 °o� Two 8d nails ,i into plates. Eight 8d nails into D ETA ILS r ° studs H6 Stud p ® °. to Top Plate ® H6 Stud to Band- ® H7Z Installation H4 Installation H5 Installation Installation Joist Installation (Nails into upper.top plate). • _ ..__(Nails into both top plates) � . �wf,r t 3ti'eQa�—� 2(8' ��a 31•i'�¢ao. X 882 MAIN STREET COTUIT MA -r •- z •. �>c. �T 1ST AND 2RD FLOOR OVERLAY ({� pw y 1 Fa r�Il p j•�; � ,�-%�.,- _ 7 9P '{ `..- ! i i. �L 'x r+ts'.:»w ,.�4 .y, C :L'! 1.''•, -yj-n. .�3 .. f. . L R% tom" vA •__ •.—_ . } r. —_ �_f.._ y ...� d„: r i= LNP F,-ooli% F12aiw1•.ry • ° t tM. -�-S � �4 __t t ' ----.:_.____.----- 4. �2�' � o s!t_► .� -:` 3i► i5�':o.- � w , aszo4 s 9r r 4;-; C — - — 1� r' t �' ,`:Y t� r . r • -r�fz v FG LIDiMC� _ CR ' . ` Pot.+r SMbL k I i% `�C"f? G t'; ly ¢i°='�" , •t I '^s ic3 I • - t f ��. ,[ _ ✓ +t• �.-� f Y �o �` \� *' ��r '1:.•`j • 4• 1 �7 C 1�_ ) s r . 8u ,R 3� ►N a►ew.i►�ap Detua. _ 31.i R•►�.^. r . �" �' �� 5-�" 4'- 9` 4'•3' 4 a • r ;. -77 r 882 MAIN STREET COTUIT MA FRONT ELEVATION l • ♦ +,ass.v.-.n:.n,..t.^.....+..,-T.e.+.w-.-.+._..,-.:...--.._..+...xmac.n-,..__.�.�wv.am,-vim.-T.cvaw.wn,+van�s�. _.,c�v»..ev--a�-e..v-,,...r.�v- I 7/y /,n a 2 ca A-M - • �F. 882 MAIN STREET C®TUIT MA REAR ELEVATION t . ' Z zv, j I`� P't!C-r�c LAM �` .f ��°'`5 •' - -V6f I I,le�,cso�e - � l.r• II _ :-�.a�—.1�1_._._.��q{4^—I n T�� .n.r' •- .���„a:Y. ! � s� � ' .............. r t - V �f 882 MAIN STREET r _ C®TU IT IAA RIGHT ELEVATION F H ---- TOP OF BRACE — ROOFING' — EXTERIOR FINISH IS NAILED SECURELY IN KERF AT TOP -- ROOF SHEATHING STUD WALL 7�1< PLATE. ���-- INTERIOR FINISH / -- VENTILATION CHANNEL • / ,,.i AS REQUIRED SFE`E 201 / KERF STUD & G' FINISH FLOOR TOP CHORD NAIL BRACE AT / OVERHANG EACH STUD. �• SUBFLOOR FASCIA AND SUBFASCIA —BOTTOM OF RIM JOIST BRACE FITS IN KERF IN SOLE FLOOR JOIST PLATE. BLOCKING AT SAME NOTE I ° SPACING AS JOISTS METAL BRACING SET IN A SAW KERF &'NAILED TO ` ADDS STRUCTURAL ....... EACH STUD IS ENGINEERED TO EQUAL THE CODE SUPPORT & PROVIDES REQUIREMENTS OF A 1X4.WOOD LET-IN BRACE. -_ VENTED SOFFIT STUD CEILING NAILING. SURFACE MOUNTED TYPES (WITHOUT KERF) MUST BE WALL y INSULATION INSTALLED IN-OPPOSING DIRECTIONS IN AN "X"OR "V" & VAPOR BARRIER CONFIGURATION. ALL TYPES MUST BE INSTALLED AT d FINISH CEILING-' 45' TO 60' FROM THE HORIZONTAL. FRAMED WALL I KERFED- R-1 METAL BRACE WITH SHEAT`E hh��pp STS �A - @ gg O WALL. �a.c)iSts Fara(tpi to Vl/,,It vv'tn Btrct<inr ( USS WITH] SOM Ii E D rAVE Over.hanging Truss 882 MAIN STREET COTU IT MA DETAILS 4 - E i --� A j Ve ; ,k ., — -- — Nb { s ` x - r i 3 I ,n S ------- --.. . e�► 0 _ 882 MAIN STRE E COTUIT MA FLOOR PLAN • Straps&.Ties _1 —�, ,>a;���,� ,�,. �•- —. - --.._..._.__.. __ .- - -__-- • ._ . .._.__ _ _ — 4 1 HITSPSeismic&Hurricane Ties These products are available with additional corrosion protection.Additional products on ®These products are approved for installation with the Strong-Drive SD this page may also be available with this option,check with Simpson Strong-Tie for details. Structural-Connector screw.See page 27 for more information. Model Fasteners DF/SP Allowable Loads Uplift with SPF/HF Allowable Loads Uplift with Code No. Ga To Rafters/ To Plates To Studs Uplift Lateral 0601 8dx11/2 Nails Uplift Lateral(160) 8dx1'/2 Nails Rei. Truss (160) F1 F2 (160) (160) F1 F2 (160) H1 18 6-8dx1'/2 4-8d — 585 485 165 455 400 415 140 370. 117,L6,F16 Block Bridging RA ... 18 5-8dx1'/2 2-8dx1'/2 5-8dx1'/z 575 . 130 55 — 495 130 55 — IP1,L18,F25 H2ASS 18 5-SS8D 2-SS8D 5-SS8D 400 130 55 400 345 130 55 345 170 SOLID BLOCKING FROM H2.5A 18 1 5-8d 5-8d — 600 110 110 575 535 110 110 1, 495 117,F16 SAME MATERIAL AS ED H2.5ASS 18 1 5-SS8d 5-SS8d I — 440 I 75 70 365 380 75 70 1 310 170 JOISTS IS STAGGERED H2.5T 18 5-8d 5-8d — 545_ 135 145 425 545 135 145 1 425 IP1,L18,F25 FOR EASE OF NAILING. H3 18 4-8d 4-8d — 455 125 . 160 415 320 105 140 290 H4 20 4-8d 4-8d — 360 165 160 360 235 140 135 235 117,L6,F16 d H5 18 4-8d 4-8d — 455 115 200 455 7265 100 170 265 H6 16 — 8-8d 8-8d 950 — — — 820 — — H7Z 16 4-8d 2-8dxl Y22 8-8d 985 400 — — 845 345 — — 117,F16 ��J H8 18 5-10dx1'/2 5-10dx1'/2 — 745 1 75 — 630 565 75 — 510 L10,F26 H10A Sloped 18 9-10dx1'/z 9-10dx1'/ — 855 590 285 760 505 285 — v H10A 18 9-10dx1'/z 9-10dx1'/2 — 11401 590 285 — 1015 505 285 — 117,L18,F25 ; H10ASS 18 9-SSN10 9-SSN10 — 970 565 170 — 835 485 170 — H10AR 18 9-10dx1'/2 9-10dxl%2 — 1050 490 285 — 905 420 285 — 170 H10SI.10 18 8-8dx1'/2 8-8dx1'/11 8-8d_ 1010 660 215 550 870 570 185 475 IP1,L18,F25 2� H10A-2 18 9-10dx11/ 9-10dx11, — 1245 815 260 — 1070 700 225 - F25 ED H10-2 18 6-10d 6-10d — 760 455 395 — 655 390 340 — 117,F16 New ED H11Z 18 6-16dx2Y 6-16dx2'/z — 830 525 760 — 715 450 655 — 170 H14 18 1 12-8dx1Y2 13-8d — 13507 515 265 — 1050 480 245 — 2 12-8dx1Yz 15-8d — 13507 515 265 — 1050 480 245 — IP1,1_18,1`25 TSP 16 9-10dx1'/2 6-10dx1'/2 - 740 310 190 — 635 265 160 — 9 10dx1'/z 6-10d 890 310 190 — 765 265 160 — F26 1.Loads have been increased for wind or earthquake loading with no For uplift Continuous Load Path,connections in the same area 6.e.truss to plate connector further increase allowed:reduce where other loads govern. and plate to stud connector)must be on the same side of the wall. 2.Allowable loads are for one anchor.A minimum rafter thickness of 21/2" 7.Southern Pine allowable uplift loads for H10A=1340lbs.and for the H14=1465 lbs. must be used when framing anchors are used on each side of the joist and 8.Refer to Simpson Strong- technical bulletin T-HTIEBEARING for allowable bearing on the same side of the plate(exe tion:connectors installed such that enhancement loads. nails on o pposite side don'tinte ere)). 9.H10S can have the stud offset a maximum of 1"from rafter(center to center)for a reduced 3.AllowablepDF/SP uplift load fors d 10 bottom plate installation((see detail uplift of 890 lbs.(DF/SP)and 765 lbs.(SPF). 15)is 3901bs.(H2.5A);265 lbs.(H2.5ASS);360 lbs.(H4)and 3i0 lbs.(1-18). 10.H10S nails to plates are optional for uplift but required for lateral loads. For SPF/HF values multiply these values by 0.86. 11.Some load values for the stainless-steel connectors shown here are lower than those for 4.Allowable loads in the F,direction are not intended to replace diaphragm the carbon-steel versions.Ongoing test programs have shown this to also be the case with boundry members or cross gram bending of the truss or rafter members. other stainless-steel connectors in the product line that are installed with nails.Visit 5.When cross-grain bending or cross-grain tension cannot be avoided in the www.strongytie.com/corrosionfor updated information. members,mechanical reinforcement o resist such forces may be considered. 12.NAILS:16dx21/2=0.162"dia.x 21/z'long 10d=0.148"dia.x 3"long, 6.Hurricane Ties are shown on the outside of the wall for clarity and assume 10dx11/2=0.148"dia.x 11/2'long,8d=031'dia.x 2'/2"long,8dx1'/2=0.131"dia.x 11 'long. a minimum overhang of 31/2".Installation on the inside of the wall is See page 22-23 for other nail sizes and information. acceptable(see General Instructions for the Installernotes u on page 17). 13.SCREWS:Strong-Drive®SD#9x11/2"(model SD9112)=0.131"dia.x 1'/2"long(for the models marked with the orange flag only).Full table loads apply. O ® ® r t ® c H1 Installation H2A Installation TSP Installati H2.5A Installation H2.5T Installation on Nails into both to plates) , • �a ( P P )' {Nails into both top plates) • .�: Use a minimum 7' of two 8d nails 3'* �° this side of truss (total four 8d - - 1 O O H4° nails into ° H3Installation Installation crass)• (Nails into upper top plate) (see footnote 3) - 882 MAIN STREET O H2.5T Installation - - F, COTUIT MA x Two 8d nails i. aU into plates: ° nails Eight DETAILS °° 1 nails into � studs H t 6 Stud ie - . to T I H6 Stud to Ban < < Installation Top Pate d ED ID ID HZZ Installation H5lnstallation • upper top-plate) Installation Joist Installation - (Nails into pp __(Nails into both top plates) • , ` 882 MAIN STREET �► - r �"�' A' COTUIT-,MA J T_ . ,,�f..n`.;c,Nfln - �►a> s� .• ; 1ST AND 2RD FLOOR OVERLAY- . 5'C - rT 1 , w W. 2 i . ._-•� C Fit , • Q tip- Z- ' ` � 2 --- '-= --:.� .�,- t�g = - _- � <. IL -14 '� ' tip_ - f '�.,' >,r���!' L►�v F�-oo P¢•.n�•.4 _ ' ` _ _ G r - - ; x 'Art�x"n 13B. -r !. 1 {t•r , G r w i S c C� — � o� o o t r - gO.PT. SN81. - .+�'•• �1r ., �`+�. a•_ `qr,.= v ,E t; di IZ D UN [% !_ tvb; ✓ F( C_.r �„C.T1.tyts C� s °';fir. A '� •- '!. 53:4 �>Zs'p.:. ', i t. R _ _ 77 wc r { 6 .. N.MC,C0 - ,.,UcAcw-L► om DMT&S.. 31.1 t i 7. . • � ^ �_ �' �'_?'. - S-Gs" • 4•_c�" 4•.per.• . 4 •�. q�- �.' - a: �.. . O - • t a r -oci I- 4 , _ F , 882 MAIN STREET TU C® IT IVIA FRONT ELEVATION ��Y'''_'®�\ 0"'••--.,,,,may._�i _..._- .._.,...,.,n_.-.,-..:,.,.,,..•.".._..._..:.-_k..�..... r.,._-._,..,._.............-_,__.._..�..,,......�.....:..,..._.__......,....._.�_��.— " 882 MAIN STREET COTU IT MA REAR ELEVATION a � r 3 1-0 p 882 MAIN STREET S C®TUIT (VIA r � FIGHT ELEVATION _ __ _- TOP OF BRACE - ROOFING ___--- EXTERIOR IS NAILED FINISH ' SECURELY IN j KERF AT TOP ROOF SHEATHING / STUD WALL��'6 PLATE. J INTERIOR FINISH --- VENTILATION CHANNEL ��---, s�f! AS REQUIRED FINISH FLOOR KERF STUD & I>'. TOP CHORD NAIL BRACE AT EACH STUD. OVERHANG SUBFLOOR `\.. \ ' FASCIA AND' —BOTTOM OF _ ___ SUBFASCIA RIM JOIST. BRACE FITS IN ~\ . KERF IN SOLE --- v FLOOR JOIST PLATE. BLOCKING AT SAME NOTE • SPACING AS JOISTS METAL BRACING SET IN A SAW KERF & NAILED TO ADDS STRUCTURAL SUPPORT & PROVIDES EACH STUD 15 ENGINEERED TO EQUAL THE CODE REQUIREMENTS OF A 1X4 WOOD LET-IN SPACE. �.�, STUD CEILING NAILING. SURFACE MOUNTED TYPES (WITHOUT KERF)MUST BE VENTED SOFFIT. WALL INSULATION INSTALLED IN OPPOSING DIRECTIONS IN AN "X"OR "V" & VAPOR BARRIER CONFIGURATION. ALL TYPES MUST BE INSTALLED AT A FINISH CEILING 45° TO 60' FROM THE HORIZONTAL. ct' FRAMED WALL , KERFED—M METAL BRACE WITH SHEAT't N JOISTS AT EXTERIOR WALL joists arattet to Watt ovith Blocking D TRUSS ���''H SO! �@�'L�� ���� LP�erh��iyincl truss - ------- -, 882 MAIN STREET i COTU IT-MA 4 'DETAILS . i --------------- I � _ 6 ry ro<. 6=- S it ?,J4 , r 4 f =.a 882 MAIN STREE COTUIT MA r FLOOR PLAN � :.Slraps&Ties. e These products are available with additional corrosion protection.Additional products on ®These products are approved for installation with the Strong-Drive SD this page may also be available with this option,check with Simpson Strong-Tie for details. _ Structural-Connector screw.See page 27 for more information. Model Fasteners DF/SP Allowable Loads Uplift with SPF/HF Allowable Loads Uplift with Code No ' Ga To Rafters/ To Plates To Studs Uplift Lateral(160) 8dx1Y:Nails Uplift Lateral(160) 8dx1'/x Nails Ref. ; Truss (160) Ff f2'_ - (160) (160) Ff I Fz (160) H1 18 6-8dx1'/z 4-8d - 585 485 165 455 400 415 1140 370 117,L6,F16 Block Bridging H2A 18 5-8dx1'/z 2-8dx1Yz 5-8dx1'/z 575 130 55 - 495 130 55 " - IP1,L18,F25 ® H2ASS 18 5-SS8D 2-SS8D 5-SS8D 400 130 55 400 345 130 1 55 345 170 SOLID BLOCKING FROM ► ® H2.5A 18 1 5-8d 5-8d - 600 110 110 575 535 110 110 495 117,F16 SAME MATERIAL AS ® H2.5ASS 18 1 5-SS8d 5-SS8d - 1 440 75 70 365 380 75 70 310 170 JOISTS IS STAGGERED H2.5T 18 5-8d 5-8d - 545 135 145 1 425 545 135 145 425 IP1,I ,F25 FOR EASE OF NAILING. H3 18 4-8d 4-8d - 455 125 160 415 320 1 105 140 290 H4 20 4-8d 4-8d - 360 165 160 360 235 140 135 235 117,L6,F16 H5 _ 18 4-80 4-8d - 455. 115 200. 455 265 100 170 265 ® H6 16 - 8-8d 8-8d 950 - - - 820 - - -® 117,F16 t- - - H7Z 16> 4-8d 2-8dx1'/ 8-8d . 985 400 '" 845 345 - H8 18 5-10dx1'/z 5-10dx1'/z - 745 75 630 565 75 - 510 L10,F26 H10ASloped 18 9-10dx111/z 9-10dx1'/ - 855 590 285 - 760 505 285 I I - , ° H10A 18 9-10dxl Yz 9-10dx1'/z - 11407 590 285 - 1015 505 285 - 117,L18,F25 ® H10ASS 18 9-SSN10 9-SSN10 - 976 565 170 - 835 485 170 - H10AR 18 9-10dx1'/z 9-10dx1Y2 - 1050 490 285 - 905 420 285 - 170 SrgTem Tta H10S910 18 8-8dx1'/z 8-8dx1Yz11 8-8d 1010 1 660 215 550 870 570 185 475 IP1,L18,F25 H10A-2 18 9-10dx1'/z 9-10dx1'..z - 1245 1 815 260 - 1070 700 225 - F25 H10-2 18 6-10d 6-10d - 760 455 395 - 655 390 340 - 117,F16 2}r/0 H11Z 18 1 6-16dx2'/z 6-16dx2Yz - 830 525 760 - 715 450 655 - 170 H14 18 1 12-8dx1'/z 13-8d - 13507 515 .265 - 1050 480 245 -- - 2 12 8dx1Yz 15 8d - 1350' 515 "265 - 1050 480 245 _ IP1,L18,F25 ` TSP 16 9 10dx1% 6-10dx1% - 740 310 . 190 - 635 - 265 160 - F26 4 9-10dx1Yz 6-10d 890 310 =190 - 765 265 160 - M 1.Loads have been increased for wind or earthquake loading with no For uplift Continuous Load Path,connections in the same area(i.e.truss to plate connector further increase allowed:reduce where other loads govern. and plate to stud connector)must be on the same side of the wall. 2.Allowable loads are for one anchor.A minimum rafter thickness of 2Yz" 7.Southern Pine allowable uplift loads for H10A=1340 lbs.and for the H14=1465 lbs. must be used when framing anchors are used on each side of the joist and 8.Refer to Simpson Strong-Tie®technical bulletin T-HTIEBEARING for allowable bearing on the same side of the plate(exeption.connectors installed such that enhancement loads. nails on op osite side don't interfere). 9.H10S can have the stud offset a maximum of 1°from rafter(center to center)for a reduced 3.Allowable DF/SP uplift load for stud to bottom plate installation(see detail uplift of 890 lbs.(DF/SP)and 765 lbs.(SPF). 15)is 390lbs.(H2.5A);265 lbs.(H2.5ASS);360 lbs.(H4)and 310 lbs.(H8). 10.H10S nails to plates are optional for uplift but required for lateral loads. - For SPF/HF values multiply these values by 0.86. 11.Some load values for the stainless-steel connectors shown here are lower than those for 4.Allowable loads in the Ft direction are not intended to replace diaphragm the carbon-steel versions.Ongoing test programs have shown this to also be the case with . boundry members or cross grain bending of the truss or rafter members. other stainless-steel connectors in the product line that are installed with nails.Visit 5.When cross-grain bending or cross- rain tension cannot be avoided in the www.stronggtfe.com/corrosionfor updated information. members,mechanical reinforcementto resist such forces may be considered. 12.NAILS:16dx2Yz=0.162"dia.x 2Yz"long 10d=0:148"dia.x 3"long, 6.Hurricane Ties are shown on the outside of the wall for clarity and assume 10dx1 Yz=0.148"dia.x 1 Yz"Jong,8d=0.�31'dia.x 2Yz"long,8dz1 Y2=0.131"dia.x 1'/i"long. a minimum overhang of 3'/2".Installation on the inside of the wall is See page 22-23 for other nail sizes and information. acceptable(see General Instructions forthe/nstallernotes u on page 17). 13.SCREWS:Strong-Drive®SO#9xl Yi'(model SD9112)=0.131"dia.x 1 Yi'long(forthe- - models marked with the orange flag only).Full table loads apply. e ° •'*g , • '` ''� O ® f - "� �> r¢° •. - ^. = ,. r it r ® . H1 Installation H2A Installation TSP Installation H2.5A Installation H2.5T Installation (Nails into both top plates) (Nails into both top plates) III • Use a minimum of two Ed nails 'i'i Ie a this side of truss (total four 8d ® 0 H4° nails into H3Installation Installation truss) ._� (Nails into upper top plate) - (see footnote 3) - O H2.5T Installation - 882 MAIN STREET f F1 COTUIT MA Two 8d nails inlo plates. F :I •°O Eight ad ° ' ® naillssnto DETAILS stud H6 Stud 0 to Top Plate ® H6 Stud to Band H7Z Installation • H4lnstallation H5lnstallation ' r (Nails into upper top plate) _-(Nails into both top plates) Installation Joist Installation _...__ _.—_ ..__..-—-- _ . � t- � -. ,y.�+•C..�•{ •. jJ® �' ��s.� /4: a• �a�v ...r ��� ys� a �� a .. _. -- --. •-------r Y1 t -, 3i I �Qa� � 2C8��R�o F � 31.1'�'Qn c.. �• - ' 882 MAIN STREET r COTU IT MA UW Des, 1ST AND 2RD FLOOR OVERLAY Ir ZZ n �t 75 t ,y IMP cp • _ _ _,: ,�2 ., .*roc UIP y i ,. F•pe �„ ^V `"� p', A� wit'• ^a.'• . � . t k � �. �' •'�pt • Z - l ...15 `„L` NLj- LN`v•�r-oo Q., F¢aM Q 1 asQ. • . !' e• '�s Ite C�f Jo�aYi IZ o.c. Al d . 9 H 71 ��' Z" r � 1 �G•� t1o�aS off• 'oaa , $ws� A- � • �o�v� S+t8a 1 .���. r ,ij� - ! H'r T% '!C U L rr s Q i'' , 1 — — w:. h t i t -� lio— D - 1` Nlwgav his•''(( — -- — - �(� a 3� ►•i B..u�.Lyt1s -.� —' 31.1 R♦�.~ - LJ"VRa GIet.:K�AC7f{ - ..c.. ... - F. •k ! ^."'�ET.E'z —, :��� . . - -4S" 6 • ,n i f2 c L 882 MAIN STREET • COTUIT MA r FRONT ELEVATION �.. 882 MAIN STREET COTU IT MA REAR ELEVATION i %10 J p _ W.�• 882 MAIN STREET ► COTUIT MA RIGHT ELEVATION TOP OF BRACE �_ ROOFING EXTERIOR FINISH IS NAILED SECURELY IN ��b KERF T TOP _---- ROOF SHEATHING STUD WALL PLATE VENTILATION CHANNEL ' _�---- INTERIOR FINISH AS REQUIRED ! SEE 201 KERF.STUD & / TOP CHORD FINISH FLOOR NAIL BRACE AT / OVERHANG / ; • EACH STUD. E `•.....•.....•.... SUBFLOOR FASCIA AND SUBFASCIA BOTTOM OF `s \ RIM JOIST BRACE FITS IN S�s'vei0. zX 12 KERF IN SOLE FLOOR JOIST PLATE. ........... �-•---�.._.......__........ Xis�t✓�2-x6 BLOCKING AT SAME NOTE 141, SPACING AS JOISTS METAL BRACING SET IN A SAW KERF & NAILED TO ADDS STRUCTURAL EACH STUD IS ENGINEERED TO EQUAL THE CODE. , SUPPORT & PROVIDES REQUIREMENTS OF A IX-4 WOOD LET-IN BRACE. ' CEILING NAILING. VENTED SOFFIT STUD SURFACE MOUNTED TYPES (WITHOUT KERF) MUST BE WALL— INSULATION INSTALLED IN OPPOSING DIRECTIONS IN AN "X"OR "V" ` & VAPOR BARRIER CONFIGURATION. ALL TYPES MUST BE INSTALLED AT A FINISH CEILING 45° TO 60° FROM THE HORIZONTAL. --- FRAMED WALL KERFE®-III METAL BRACE WITH SHEATHING . JOISTS AT EXTERIOR WALL---_�__ Y is TRUSS WITH SOFFITE® EAVE Joists Parallel to Walt with Blocking �. tt. { ®� Overhanging Truss r � A 882 MAIN STREET COTU IT MA DETAILS f -. .__.___--___. .. _ Ale, PC�Om k r1 e� fo 882 MAIN STREET COTU IT MA FLOOR LAYOUT • ,��. z�r� ' F��� �� 'r t . . is '' r '` x " r , f - k w 882 MAIN STREET FRONT ELEVATION w 882 MAIN STREET COTUIT MA REAR ELEVATION NO - �wc............v.... - •.�....-........�-..n, .......e.,....^...._...c —_ .���. ......-,.ea.....�r....� --' ..�......�-.....e.....�..- _....._._� ..a....v...-�. ._.m_a..�_....�� �...+.......... —a - ..+........_..ems. 882 MAIN STREET COTUIT MA s RIGHT ELEVATION it Sw q - TOP OF BRACE !� __-- ROOFING EXTERIOR FINISH IS NAILED ti SECURELY IN KERF AT TOP --- ROOF SHEATHING STUD WALL Z-Kb / PLATE. VENTILATION CHANNEL ' INTERIOR FINISH AS REQUIRED SEE 201 FINISH FLOOR KERF STUD & TOP CHORD NAIL BRACE AT i OVERHANG � EACH STUD. • l SUBFLOOR E..,.�.................. ..... FASCIA AND SUBFASCIA —BOTTOM OF RIM JOIST $RACE FITS IN St ligq 2 a"�LZ KERF iN SOLE FLOOR JOIST PLATE: , 3 s, BLOCKING AT SAME NOTE ?, SPACING AS JOISTS METAL BRACING SET IN A SAW KERF & NAILED TO ADDS STRUCTURAL EACH STUD IS ENGINEERED TO EQUAL THE CODE SUPPORT & PROVIDES REQUIREMENTS OF A 1X4 WOOD LET-IN BRACE. --_ VENTED SOFFIT STUD CEILING NAILING. SURFACE MOUNTED TYPES (WITHOUT KERF) MUST BE i 4- .. WALL INSULATION s' INSTALLED IN OPPOSING DIRECTIONS IN AN "X' OR "V" t} & VAPOR BARRIER CONFIGURATION. ALL TYPES MUST BE INSTALLED AT [ A FINISH.CEILING 45° TO 60° FROM THE.HORIZONTAL_, FRAMED WALL KERFE®-IN METAL BRACE WITH SHEAT„IN'G JOISTS A EXTERIOR `WALL Jo ists Parattel to Watt with Blocking . TRUSS WITH S®�'FITEC EAVE ( . t " Overhanging Trusses . r - a I t 882 MAIN STREET COTU IT MA 'DETAILS • v _ � C M^' ."'". G.+ . ........._.. it � .,sw,..•.i4°'� � � RJ. - r � � � � . TO ♦✓Je lri!'/ram 1.� i (� I 882 MAIN STREET COTUIT MA FLOOR LAYOUT a- rm r VJ LING� 882 MAIN STREET FRONT ELEVATION ,�t 882 MAIN STREET COTUIT MA REAR ELEVATION 31 15� 882 MAIN STREET COTUIT MA ----------------- RIGHT ELEVATION } TOP OF BRACE ROOFING ^�r,_---- EXTERIOR FINISH / IS NAILED SECURELY IN KERF AT TOP ,..w--- ROOF SHEATHING STUD WALL PLATE. -- VENTILATION CHANNEL INT ERIOR FINISH y AS REQUIRED SE E 209 i/ RF STUD FINISH FLOOR N & TOP CHORD NAIL BRA RACE AT i OVERHANG / EACH STUD. ' �— SUBFLOOR FASCIA AND .•SUBFASCIA —BOTTOM OF RIM JOIST BRACE FITS IN S�sTE"R �X lZ KERF IN SOLE ----_ FLOOR JOIST PLATE. ....�... ..... .............. GX/S'I'7 WG Z.X . •.. BLOCKING AT SAME NOTE SPACING AS JOISTS METAL BRACING SET IN A SAW KERF & NAILED TO ADDS STRUCTURAL SUPPORT & PROVIDES EACH STUD IS ENGINEERED TO EQUAL THE CODE REQUIREMENTS OF A 1X4 WOOD LET-IN BRACE. VENTED SOFFIT STUD,- CEILING NAILING. SURFACE MOUNTED TYPES (WITHOUT KERF) MUST BE WALL ' INSULATION INSTALLED IN OPPOSING DIRECTIONS IN AN "X"OR "V" ' & VAPOR BARRIER CONFIGURATION. ALL TYPES MUST BE INSTALLED AT A FINISH CEILING 45° TO 60° FROM THE HORIZONTAL. -- FRAMED WALL JOISTS AT EXTERIOR WALL � ���'�E®-IN METAL BRACE WITH sHEAr I�k� Joists Parallel to Wall with Bloc king TRUSS WITH S®FFITE® EAVE i Overhanging Truss 882 MAIN STREET COTU IT MA DETAILS I { ? _z------ �4,A. I f , i Ll ; sip►,es ___._..,:_. � � ! 1 y � I P GL I 882 MAIN STREET COTU IT MA FLOOR LAYOUT - ,- , .1 11-1- . � II .1 I . � , -� 11,, ,��t',,w�" ,� -,- "'' �. '. , , ,!-,f ,��';,� I. ` � -, , '. ,- , )j,'4 M,�14" 1�r.-: , "" , ,, , , Z"; , I ,4, , '. . ,�, ;- I � ,I - I - ,f '. . I",�- t14 -� � .� .. I V 11- .., � I. I ,I I I .-;� 1 ,,�6W, ;-�,- -, � I 1, 1� ,�t-,;,-.1�-.. 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I I I - , -� 1: . 7' -l;j I., -N;�'. � .. � :1 . ;�J,.- � � . . � � -, . I ,� _ - . � I,- � , I , . � . 17�- . � . - 11 , , .1 � � . .. . . � . . I 1. , fl, � - - I- . I F--P v I I - � , - I � - �l - - �t-1-1, I . I.- A - . I . .cf.9 '74,7! . 11 I I" ".I-".,,, I -'I, k � + - � I., I , . , 1 �7= .� �. I � v -� /I �,NIT . -M A. .___ I A,lt---Y--L� --.- - ---I----.-.--..----.-- . �—I- . . � ,. I. - ... I I C�I:';7-7- 1, ' �,':, i 0 YM ... f— -,------ -- I - - � -1--.... - 13 y 14 -----4- /' . .I . , . - . . � I . . . � - - • f. x .i L--- ' �c E V11111 AUC 2 6 2009• L cl BARD&T DLL GQf� fiATL A.. _._ u -OUTLET DEPTH = I4 FOUNDATION— 30 SEPTIC TANK 62' D' BOX _ 3' 8p 32, a a' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED DOWN TO MED. SAND LAYER. NOTE: AVOID DISTURBING TREES/HOLLYS REPLACE WITH' CLEAN MED. SAND "DIRT ` DURING CONSTRUCTION OF. SEPTIC SYSTEM ;:.DRIVE a —26� �\ { `\ \<8 \ a TH i\ I EVERGREEN � 7" LOT 1 \ �� "GR4 DIR r ` PAS KING NOTE: PLUMBING_ REQUIREI s < ROCK BORDER /. RE—ROUTED TO FRONT OF • , VER RE S N i {w `, SHOWN (PLUMBER HAS ST , co \ THIS IS POSSIBLE). PROVIC �• o PITCH FROM EXIT INVERT I 4' 6".OA \ _ TO SEPTIC TANK INLET IN` E ELEVATION • ExlsriNG ; ;'Flogstone HOUSE walk TF — .—� 88 l B —IYL YY - t UNROOM • 6' J T t `dec`�—� PROP. SILT FENCE (WORK LIMIT LINE) �6. �\ 25.7 .3 o0 ,' 3• \ \ 5% T1 6, �I� 'APPROXIMATE .'�- i9 "y", \��PRIOR EXISTING \ BENCHMARK `sue- f 6. �n`O LAWN AREA CONCRETE. BOUND f (no observed changes) �j ELEV = 26.33 NGVD STATE T2 »� 61 —� COASTAL . \ ��- BANK TOP OF COASTAL BANK 42% (STATE AND TOWN DEF.) T 4F 1�\ ---- - LOT 2 0�,\\ _ �1,233± SF (TO HIGH WATER) N 8 _ �r ire �S5 1—' 1 4 Y �- cA- co AUG 1 5 2006 tx BARNSTABLE CONSERVATION -� / 0P G . 99- 149 OUTLET DEPTH = 14 FOUNDATION— 30' SEPTIC TANK 62' D' BOX 3" 8Q ,3 2� a' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED DOWN TO MED. SAND LAYER. REPLACE WITH CLEAN MED. SAND NOTE: AVOID DISTURBING TREES/HOLLYS DIRT DURING CONSTRUCTION OF SEPTIC SYSTEM DRIVE -26 s TH EVERGREEN LOT 1 - -26- s. r � \ �6, RA'S/DIRT KI PAS NG,� * NOTE: PLUMBING REQUIREI ROCK BORDER Wes. vER RE S ` �� RE—ROUTED TO FRONT OF SHOWN (PLUMBER HAS ST w Nj co \, THIS IS POSSIBLE). PROVIE PITCH FROM EXIT INVERT I lb 8" OA N \ TO SEPTIC TANK INLET IN`` j ELEVATION l � EXISTING i i Flagstone HOUSE l I WQIk c TF.= 28.85' / 41- LOT B \ \` rj� UNROOM g 0 6. �dec — PROP. SILT FENCE (WORK LIMIT LINE) 26. ` 28.7 .3 O0 \ % Ti 5 APPROXIMATE � . 1 PRIOR� EXISTINGBENCHMARK sue' 6• h� \ \>LAWN AREA, CONCRETE BOUND ;` `,(no\observed hanges) ��j ELEV = 26.33' �,� NGVD 8. ��° 10% STATE T2 ; COASTAL BANK TOP OF COASTAL BANK ~' --�-- STATE AND TOWN DEF. ��� - 42% ) TO --- - -" - LOT 2 41,233t SF - (TO HIGH WATER) L -`- ___ __-- - ,. _-__---- - — __ T3 6 iS T4 IS Ca, Y< 10 ' G AUG 1 5 2006 BARNSTABLE CONSERVATION O:J\� G . 99- 149 ADDITION: JANE GROSS RESIDENCE - 882 MAIN STREET COTUIT, MA EXISTING CLOSET TMS 1'k EXISTING ESIGN BEDROOM REMOVE EXISTING WINDOW AND THOMAS M. SI KINS TOP PORTION OF WALL TO CEILING. 10 CRANHAVEN CIR. CONSTRUCT HALF WALL ONLY @ HARWICH,MA 02645 WINDOW PORTION OF WALL ISTING (774)209-0911 �, a WALL MT'D.RADIANT HEAT thomas-simkins@msn.com BATH 2'6" \'�} 5'0" HALF WALL \�+ ;T.B.D.BY OWNER THIS _ LOCATION (2)2 X 10 HEADER liii EXISTING ° WINDOW � WALL TO BE I EXISTING WALL TO REMOVED REMAIN N 3K,2J I 3K,2J N 2 " � C I ti 2 DATE: MAY 6,2015 z 6 A6 A6 0 f 12 o o a o 6 I � 0 w 12 � M N a 0 a 0 � L 4 x 8J.F.EXROSED �n \ a COLLAR TIES @ 48" � 1 O.C. � 1 \ A4 3K,2J A4 NOTE: w ALL INTERIOR FINISHES TO BE DETERMINED BY OWNER,INSTALLED M BY FINISH CONTRACTOR. 'Mc, ENME -•� - c CUSTOM FLEXI -.�. mi 6 FRAME WINDOW �J`M tV121 OF RIDGEC:o CD :n / arp - ADDITION PARTIAL PROPOSED FLOOR PLAN A, PROPOSED Al ADDITION: x JANE GROSS RESIDENCE 882.MAIN STREET' COTUIT, MA' } TMS DESIGN ' MATCH ROOF PITCH V.I.F. 12 8 NEW RAKE TRIM TO THOMAS M. SIMMS MATCH EXISTING(TYP.) 10 CRANHAVEN CIR. CD HARWICH,MA 02645 - f (774)209-0911 thomas_simkins@msn.com. 6-0" WINDOW TRIM TO ANDERSEN FLEXI FRAME AND.FLEXI FRAME MATCH EXISTING(TYP.) ` COLOR TO MATCH EXISTING WINDOW SIZE' BOT.OF WINDOW TO BE 6'4" A.F.F.(THIS WALL ONLY) . WOVEN SHINGLES 'SCALE: 1/4"=1'-0" CORNERS TO MATCH EXISTING-(TYP) . `t EXISTING D DATE: MAY 6 2015 .H. _ (3)2 x 10 P.TS END BEAM'. • 10"0 CONCRETE SONOTUBE_ + ON 24"0.BIGFOOT BASE ; GRADE VARIES ,' {- PARTIAL. FRONT ELEVATION g SCALE:114"=1'-0° ADDITION: - JANE GROSS RESIDENCE 882 MAIN STREET COTUIT,MA NEW ASPHALT ROOF SHINGLES TO MATCH EXISTINGTMS DESIGN NEW FASCIA BOARDS TO MATCH EXISTING PROFILE (TYP.) WOVEN SHINGLES THOMAS M. SIMMS CORNERS TO MATCH 10 CRANHAVEN CIR. EXISTING(TYP.) / \ HARWICH,MA 02645 NEW SHINGLE SIDING TO 74 209- 911 MATCH EXISTING(TYP.) thomaS simkins@msn.com sn.COril . .U�uj MATCH EXISTING ..• FLOOR ELEVATION - � EXISTING CONCRETE BLOCK Y FOUNDATION WALL 1 x 10 RED CEDAR SKIRT BOARD DATE: MAY 65 2015 3 2 x 10 P.T'D END BEAM GRADE VARIES ADJUST B.O. ' FOOTING AS REQUIRED. 10"0 CONCRETE SONOTUBE 4 z ON 24"0 BIGFOOT BASE BOT.OF . FOOTING 15'-0" 16'-0" I. ADDITION EXISTING PARTIAL SIDE ELEVATION SCALE:1/4"_1'-O" LH A3 ADDITION: JANE GROSS RESIDENCE 882 MAIN STREET COTUIT, MA._ . . . NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING _EXPOSED COLLAR TIE- DESIGN _• '� .12 8 - NOV SOFFIT BOARDS 91-0" TO MATCH EXISTING B.O.COLLAR TIE PROFILE (TYP.) THOMAS M. SIMKINS 10 CRANHAVEN CIR. EXISTING CEILING HARWICH MA 02645 HGT. (774)209-0911 e o^ n sn com thomas_simki s@m TUB SINK CABINET BEDROOM R BELOW BEYOND/J Q \ 5'-0" CLR.OPG. ST FLOOR MATCH EXISTING EXISTING F R 0 FLOOR ELEVATION ELEVATION DATE: MAY 6,2015 1 x 10 RED CEDAR SKIRT BOARD EXISTING FOUNDATION (3)2 x 10 P.T'D END BEAM WALL BEYOND- ' 15'-0" ADDITION DESIGN SECTION PARTIAL SIDE ELEVATION SCALE:1/4"=1'-0" _ SCALE:.1/4"_1'-0" ca A4 91 ADDITION: JANE GROSS RESIDENCE - 882 MAIN STREET e E EXISTING N RIDGE ,EISIG . EXISTING ROOF COT UIT, MA P.TD.2 x 12 LEDGER WI PROVIDE'ICE& (3)LEDGER LOK SCREWS EX.FOUNDATION WATERSHIELD'@ VALLEY'S. PER 16"O.C. WALL ` SIMPSON JOIST HANGERS TMS L(TYP.) ESIGN 2 2 X 10 HEADER w THOMAS M. SIMKINS . 10 CRANHAVEN CIR. _µ HARWICH,MA 02645 (774)209 0911 ' DOUBLE ROOF RAFTERS o _simkins@msn.com thomas si s@msn P.T'D.2 x 10's @ 12"O.0 I SANDWICH AROUND 4 x 8 COLLAR I TIES&BOLT WI(3)1/2"BOLTS PER �o SIDE � o _ — — — — — — — x w ui 5114"X 9114"P.T'D. 5114"X 9114"P.TD. PSL OR GLULAM PSL OR GLULAMCj - v ABU 66 POST BASES DATE: MAY 6,2015 w . (3)2 x 10 P.TD END.BEAM W/518"0 ANCHOR BOLTS _ (TYP.) - - - - - - - - 2 x 6 WALL BELOW 10"0 CONCRETE SONOTUBE \ / (TYP.) e ON 24"0 BIGFOOT BASE OF PIER OF PIER OF PIER ry 2 314" T 9114" T-91/4" 2 3/4" cx BALLOON FRAME =, ;+ 16� � GABLE END WALL cn _ _ • FLOOR FRAMING & PIER FOUNDATION PLAN -, ROOF. FRAMING, PLAN SCALE-,1/4"=1'-0" SCALE: 114"=1'-0°•. R r"ME ONA A5 ADDITION: JANE GROSS RESIDENCE 882 MAIN STREET COTUIT, MA 2 X 12 @ RIDGE BOARD 2 X 6 COLLAR TIE EACH TMS RAFTER PAIR(TYP.) 112"CDX PLYWOOD SHEATHING , SIGN ON2x10'S@ oc • EXPOSED 4 x 8 COLLAR TIE BOLTED T0.2 x 10 ' RAFTERS M(3)112".0 BOLTS PER SIDE :T (SEE ROOF FRAMING PLAN) ; CLOSED CELL INSULATION FOAM'. , IN ALL SLOPED CEILINGS•TYP. rik MATCH EXISTING SIMPSON H2.5A CLIP EACH RAFTER INV PLATE HGT P TO TO PLATE THOMAS M. SIMKINS r 10 CRANHAVEN CIR. r TYPICAL EXTERIOR ASSEMBLY CEDAR HARWICH,MA 02645 112"GYP.BOARD.@ WALLS - SHINGLES ON"TYVEK"AIR INFILTRATION T &CLG:S(TYP.) BARRIER ON 1/2"PLYWOOD SHEATHING (774)2O9_0911 . . ... . ON 2 x 6 STUDS 16"O.C.WI R-19 BATT tho'maS S11T kins@,msn.00121. 3/4"ADVANTEC GUB FLOOR INSULATION&POLYETHYLENE VAPOR GLUED AND NAILED BARRIER ; P.TD.2 X 10'S @ 12"O.C. CLOSED CELL INSULATION FOAM FLOOR JOIST(TYP.) IN JOIST BAY(TYP.) ` EXISTING FLOOR 51/4"x 9114"P.TD.PSL OR GLULAM ELEVATION (3)2 x 10 P.TS END BEAM 3 • aBu ss POST BASES DATE: MAY 6,2015 W/518"0 ANCHOR BOLTS. GRADE VARIES ADJUST B.O.. SIMPSON H8 CLIPS TO 314"MARINE GRADE PLYWOOD FOOTING AS REQUIRED. ATTACH JOIST TO BEAM GLUED&SCREWED TO 10"0 CONCRETE SONOTUBE ON BLOCKING IN JOIST BAYS. 24"0 BIGF00T BASE BOT.OF FOOTING` 2 BUILDING SECTION cn e_ tE ECD � : y /�s 882 MAIN 5TP,�ff ILI W COTUIT, MA o W - AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone SUMMARY OF CONSTRUCTION REQUIREMENTS SHEARWALL PANEL NAILING SCHEDULE > Massachusetts Checklist for`Compliance (780 CMR 5301.2.1.1)� V 5TAN19AW FRAMING CONNEC110N MQUIMWNIT5: I.1 SCOPE LOA?[jEARING WALL CONNECTIONS ' - WiND 5PEE2(3-SEC,61.15T) 110 MPH' X LAZE&(#I661 COMMON NAIL5) 2 X 5;2'PLYWOOD NAILED WITH 8d COMMON OR GPL VANIZEP DOX NAIL5 AT A 4 V W1W EXP051J�CATEGORY P X NON-LOAMARING WALL CONi FC11ON5 12 6 MI'O.C.AT Elf EDCE5 D 12"O.C.IN 11E FIELD. y/ V FOLLOW REQUIREMENTS OF tABLE 2 FROM WFCM MANUAL. LATERAL(# 6d COME ) 2 1.2 APPLICADILIlY , LOAD BEARING WALL�PENINGS N NAIL5) X I%yl'PLYWOOV NAILED W TH 8d COMMON OR GALVANIZED DOX NAII.5 AT J. O 5 FLOOR CON5Tt;UCTION REQUIREMENTS NOIMBER OF STORIES I 5TORIE5 5 2 5TORIE5 - X HEA2EP SPANS _L ft 6 m.,511 ft X 4 12 1. 4"O,G,AT fit EPGMS AND 12"O,C,IN THE FIELD. Y POOP PITCH 8.12 512:17 X 51LL PLATE 5PAN5 O R 0 in:_5 II-2 X ♦+ FIR5T TWO JOI5T BAY5 OF THE FLOOR FRAMING FROM EACH GABLE ENP MEAN POOP FEIGHr 12 ft 5 55, x PILI.FfI6K 5TLi25 3 x F I%2'PLYWOOD NAILED WITH 8d COMMON GALVANIZED BOX NALS Al v TO BE E LOCKE171MTH TJI BLOCKING OR 2x LUMBER+R ON CENTER FOR BUILPING WPM,W 15 ft 5 80' X " NON-LON2 KARING WALL OPENINGS 12 3"O.C,ATTI•E E%E5 AN912"O,C:IN THE FIELD. LU BUIUPING LENGTH,L 16 ft 5 80, X FEA2ER 5FAJ5 8 ft 0 in,512-ft X TILE LENGTH OF Tlt JOI5T. SI`EATHING TO BE NAILER IN ACCOMMNCE BUWING A5PMCr RATIO(L ./W) 04 5 3:1 °, X : 5LL PLATE 5PAN5 8 R O in,512-ft x NOTE:FOR PLYWOOD 5HEAR WA:L5 L151EP ABOVE,8d COMMON OR• ,1 W WITH TABLE 2 (6d NAIL5,6"5FACING AT Tif EPGE5 ANP 12"SPACING IN NOMINAL HEIaiT OF%LEST OPENING FY 5 6'8" X FILL HEIaf 5TLI25(N0,OP 5TLi75) 3 X GALVANIZED DOX NAILS -(0.131 z'2Yz'"). GI V BJ NUVLS MATCHING iFE NAIL 1rE FIELD). EXTERIOR V✓A.L 5EATHINIG TO M515T LPLIfT ANP SHEAR 51MLI.TA,Eal5S Y DIAMETER MP LENGTH MAY It La V A5 A"51tTUTE, O 13 FRAMING CONNECTIONI5 tit NIMUM BUILIAWA PIMEN510N(W) NOTE:ALL PLYWOOD TO It RUN VERTICAL FROM 51LL PLATE TO Ar EXIERIOR WALL REQUIREMENTS: LTMFA.COMPLIANCE w1M FPAMINIG CONNEC11ON5 X HEIair Of TA.LMST OPENING 6'8" 5 6'8" X r. 5HEATHINIG TYPE W5P X LEA5T 2"INTO THE 5ECONP FLOOR BOX ON TWO 5101Z BUILDINGS OR TO d 2.1 FOMA11ON F EDGE MAIL 5FACIN6 6 in. x THE POLO LE TOP PLATE IN 51NQ E 5TORY BUILDINGS. 1.15E 2 ROW5 OF ALL EXTERIOR WALL 5TU195 TO BE 2x6 AT I6"ON CENTER. TYE DOUBLE FOUWAT10N WA.1.5 MEET MO.OF 780 CMR 5404.1-CONCRETE X FEW NAIL 5PACIN6 12 in, x NAIL5$PALE?3"ON CENTER 51ACaREP Af THE TOP ANP BOTTOM OF NO. REVISION/ISSUE DATE TOP PLATE5 ON TIE EXTERIOR WALL5 TO HAVE A MAXIMUM 5PUCE LENGTH 5MAR CONNECTION(#16d/ft) 3 x EACH PLYW00rI 5HEET PER F16M 4 IN THE O•ECKI.15T. ' OF 2 FEET AND 5PLICE5 TO BE NAILED WTH 8-I6d NAlL5 IN ACCORWNCE 2,2 ANOIORAGE TO FouN19nnoN1,3 PERCENT fLt L HEICd If 5HEAININ6 50 / x WITH TABLE 6 IN TI°E WFCM 110/B BOOKLET, 5/8"ANCHOR BOL51MKI2 MP OR 5/8"PROPPIErARY -yY FOR OPENN65 >6.6" x MECHANICAL ANCNOR5A5A &TERNATIW IN CONCRETE ONLY. MPMMUMPUIL?INGP1MEN51ONCL) SOLE PLATE CONNECTION SCHEDULE HEIa4fOPTA.LESTOMNINI6 6'8" 56'8^ X PROJECT ADDRESS: ROOF FRAMING REQUIREMENTS DOLT SPACING-GENERA NA in.o,c: X 51•EATHING TYPE W5P x BOLT5PACING FROM ENP/JOINrOPPLATE NIA m,56"-IT X' Wa NAIL 5PACING 6 in. X CONNECTION TO FLOOR RIM BOARD RAFTER CONNECTION TO i1f TOP PLATE REQUIRE5 51MP50N 112.5A BOLTEM [7N1ENT-CONCRETE 10 in 2 7 X FIELD NAIL 5FACING 12 In, x WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 88Z MAIN ST��T HUMICANE CLIP5 WITH 2X BLOCKING BETWEEN J015T BAY5 TOE NAILED TO PLATE WASHER (FIG 50 2!3"X 3 x x" NA 5HEAZ CONNECTION(#I6d/ft) 3 x PERCENT FILL-HElaff 5HEATHINIG 50 7 x. COTUIT,MA it E RAPIER AND TOP PLATE WITH 7-I0d NAILS PER BAY. IF BLOCKING IS 3,I FLO015 -9Y FOR OPENINGS >6'6" x 6 1Z (3)-16d COMMON NAILS PER 16",.. NOf DESIRED,51MP50N H-IOA OR H-I4A HURRICANE CLIP5 CAN BE FLOOR FRAMING MEMBER 5PA�15 LFECKEI?, x wA L aA1 PING 5UB5TiTUTND AND IN5f&LED ON EVERY RAFTER WITHOUT BLOCKING, Al MAXIMUM FLOOR OPENING 121WN51ON o R,s 12-ft X ;r=?FOR WIND SPEE?? X + CLIPS TO BE INSTALL IN PCC0�7ANCE WITH 51MP50N REQUIREMENTS, FLU.Wlair WALL 5TLV5 AT FLOOR OPMNINGs � AYA POPTA WA LS AND/OP WIND DESIGN SFEARWALLS USED NO 4 12 (3)-16d COMMON NAILS PER 16" LE55 THAN 2'FROM EXTERIOR WALL X MAX,FLOOR J015T SETBACKS 5U'PO"NC4 9.1-ROOF5, COLLAR ilES A REQUIR�P IN ThE UPPER THIRD OF 11 E ROOF RAFTERS -(4)=16d COMMON NAILS PER 16" LOA?REARING OR 5FEAR WA.L5 N/Aft 5 d {•; . X I . s.» ROOF FRAMING MEMBER SPANS C¢ECKEI7? X 3 12 y ANn AIT TO BE NAILED Wi1H(5) IOJ NAIL5 PER SIDE OR U5E 51MPSON MAX,CAJW(f MP J015T5 5LIPPOMN6 Roof OVE WAN G 1. ft 5 SMALLER OP 2-ft OR L/3 x - u L5TA 16 5TRAP5 FROM RAFTER TO RAPIER OVER Tlt RIDGE BOARD. LOA11 BEARING OR SEAR WPLL5 N/A ft 5 d X TRLG`a PAPTEP CONNECTIONS AT LOAF REARING WALLS FLooPORALINGArEN WA L5 x ' PROPRETARYCONNECTOR5 CONNECTION TO CONCRETE FOUNDATION ROOF 9fATHIN6 TO BE NAILED U5ING Bd OR EQUIVALENT NAIL5 6"ON FLOOR SFEATHING TYPE x LFLIFT U- 203 Of x t„ CENTER AT 11 E EDGES,6"ON CENTER IN TI E FIELD. THE FIRST TWO BAY5 FLOOR 5WATHINIG iHICKNE55: 3/4 m.' x s:_ .LATERAL L- 176 Of X , BETWEEN RAFIER5 ARE REQUIRED TO I MOCKEP 4 FEET ON CENTER AT PLooP SHEATHING FASTENING - SHEAR 5- 77 Of X U5e5IMP50NAOU66 PO5r0h5P5T0GONNeGrTtlf MAIN ervERTOTne 8 d NAL5 AT 6 m.E?GE/ 12 In.FEL19 x RIPa°51RAP5(IF COLLAR TIE5 NOr 1.15MP) T 130 pif X 90NOrU9)r FOUNDArIONW1rn 518"DIAMErEF ANGHOP 001-7 5 DRILLED 10 ALL GABLE ENP5 PER Ti-E WFCM, GAME RAKE OUTLOOITR -I R 5 SMALLER OF 2-ft OR L/2 X INGnE5IWO GONGPErf 50NOrUPE AND EPDXY 5FOUrEDWMH 51MP5oN E N G I N E F I N G 4,1 WPLLS TRL65OR RAFTER CONiECnoN5ATNON-LOAMARwGwA.LS SErEPDXYOKEouA[ ;. b CONSULTANTS LIMITA11ON5 AND CONTRACTOR RE5PON5IB1LI1T5: WALL HElatr PROPRIETARY CONNECTORS a unu «,C•n:r,vwn�I LOA?BMRING WA.L5 ' 6 ft:Sig x } LPLFT N/A. 1279 MILLSTONE ROAD t U `� NON-LOA IPEARING WA.L5 . 13 ft 520, X LATERAL(#I6d COMMON NAL5) N/A -jilt CONTRACTOR MUI REFER T011 E TABLES AND FIGURES WITHIN THr WALL 5TI12 SPACING I6 In.5 24"o.c. x ROOF SFEAiMNG TYPE W5p x BREWSTER,MA 02631 WFC kQ MPH EXPOS 6 BOOKLET FOR ILLU5TMAlON5 AND WALL 5rORr OFF5ET5 N/A ft 5 d x• ROOF 5HEATHING TMCKNE55, 1/16 In,2.7/16"w5P x SH EARWALL CONSTRUCTION (774)353-2144 MQUI WW5 D15CU55EP WITHIN THI5 SUMMARY, ALL CONNECTI01\15 AND POOP 51,EAMIN6 FA5rENIN6 W 6/6 X K�NAILING=MUST WE TTI" MQUIMWN1f5I EeIN AND AS ILLU5TRAiEP IN 4.2 EXTEPIORWA.L53• '. NOTE5: = 11f B071KLET IN ORDER TO BE IN COMPLIANCE WITH 11•E BUILPING COPE, W00?51U7i 1.THI5 O ECKL15r%KL BE MET IN try ENfIREWY t0 COMPLY WITH THE RMQUIRMMEW5 OF Y I-ALL 5FEAM&L5 TO HAVE POLIPLE TOP PLATE5 MP?OL13LE 2X 5TU75 AT EACH c' p LOAPBMRING WALLS 2 x 6 8 ft 0 m. X ENP OF THE WALL. ` CE THE CONTRACTOR 15 RE5PON5IBLE TO ENSURE ALL CONNECT1ON5, 78o CMR 5301.2.1.1 t1EM 1.1P THE aECKL1sr 15 MET IN rrs ENTIRETY THEN n E FOLL0IMNG r: NON BEAKING WA LS. 2 K 6 = 13 ft O X ° " E.t,.. NAILING,ANP ANCHok BOLT5 A�VI5IBLE TO TIE INSPECTOR AT THE 11ME' GABLE ENP WALL BRACING META.51RAP5 AN?HI01.??GWNS Al NOf REQUIRED PER THE WfGM IIO MPH CUM:, y a,STEEL S1PA'S PER FIGLn 5 2-EPEE NAIL?OLP31.E TOP PLATES W/I6d NWLS AT I6"O.G. OF 1Y1 FRAMING INSPEG710N/FOUNPA'nON INSPECTION,T1f PLIL HEIGHrENPWA,L 5 LV5 x• •' € K k �ratx w :A-. • 6.20 GALL SiPAPS PER FIGU�I I � '- CONTRACTOR MU5T 6EEMNCE 11`E 51MP50N STRONG TIE C-2014 GYPSUM CEILING LENGTH NA X a 0.9W NA c.LI'LIFi 5TRAP5 PER F16M 14 3-NUVLING OF SFEATMNIG TO CIE LONTINIf?ADOVE AJP BELOW A L OPENINGS IN CATALOG FOR ALL 51Tt3AP.`HANGAR,ANP TIE IN5TALLAWN 1 EQOL WW5 I x 3 CIFLINIG FLING 5 VIP5 e 16"SPACING WITH 2 X 4 d,ALL 5TRAP5 FER Plan 17 ��✓A-L. C Z BLOCKING e 4 ft 5FACING IN ENP JOI5T/TRU55 PAYS NA• e.CORNER 5i v HOLD?OwN5'Per riam 18A ANP FIGURE I86 t ANi7.LIMITAT10N5 THIS DOCUMENT AND 1NE ATTACHMENTS A5 WELL AS A r70UPLE TOP PLATE 2, pOrTOM SILL PI ATM IN EXTERIOR WA LS SH4V L DE A MINIMUM 2 IN.NOMINA 4-ATTACH DOLO M 2X 5WLt75 ANP GUILT-LP COPNEP 5TIX75 AT 5HEARWA.L N125 WITH COPY OF TFE WFCM E300KLET MUST ACCOMPANY ALL SETS OF PLANS SPLICE LENGTH 2 ft X (2)16d NAIL5 AT 6"O.C.FOR ATTIC/SECOND FLOOR 5HEARWA.L5 ANP(2)I6d 2.1Lf PO OM 51�TREATED#TERIOR M. 50MIf1EP TO f1f BUILDING DEPARTMENT AND ISSUER TO T1°E SPLICE CONNECTION(#1612 COMMON NAIL5) 6 x 3.%E C fMbf 5EARWALL CON5TUflON PETAL POP 5HEARWA,L CONSTR ETiON NAILS AT 4"O.C.STAGLd REP FOR FIRST FLOOR SHEARWA Ls. CONTRACTOR/5UBCONiRACTOR5 UNLE55 THE PLANS AID UPPAIEP W 1'H " DON, NOTES AND DETAILS iHAf REFLECT II REQUIREMENTS STATER IN THIS THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY 7715 DP5/GN AND WAS BASED ON THE FLOOR PLANS AND DOCLIMENITANP ATTACHMENTS. ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE JOB#: 15-147 SHEET REQUIREMENTS OUTLINED IN THIS DOCUMENT NULL AND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE DATE: os o�zots (�S I REQUIREMENTS OF THE WIND DESIGN. SCALE;- NONE CHECKLIST SHEARWALL CONSTRUCTION STRUCTURAL RIDGE BEAM SHEARWALL HOLDDOWN SCHEDULE 5 1.FROM TADLE510 ANP 11 WFCM MANLI&110 MPH EXP.PAW LOCATION OF WAU SECOND F RAND INTERIOR HOLDDOWNS FOUNDATION HOLDDO uj SHAVING ANP DULPING A5MCf RAT10,MfERMINE PEPCENf FILL-FEIGHf 5WAiHING ANP NAIL 5PACIN6 REQU ITMEW5 L5TA 5TRAP e 16"O.C. (PER GSN) (D-C516 COIL 51TZAP W/(26) .151 x 2Y2"LO%)NAL5 WITH 5 M AFPLIE12 H17114-51952.9 W/55iD20 ANCHOR DOLT M, BEFORE FOLIR.ATTACH fO FOUNnAfION O 2.WOOn 51RUCTIAN.PAWL5 SHALL DE MINIMUM THILKiE55 OF Z/16"MV DE (D PIRECTLY TO 2X FRAMING MEMDER5.PRO\A F OF TIf NUMBER OF N&5 5PECIFIEn DOAI ®W/{pPLILAf1LE ANCNORMATE,WE C01�'LER NLIf DE MEEN ANQ10R DOLT AW7 z INSfALLEP AS FOI LOWS: ROOF SFEAIHNG AT EACH ENI7 OF STRN';CUf SMALL SI Of IN FL O THING ANP ATTACH 5TM T0, n�AbEn P017 INTO F�Ln } �PGE d7/REAM 5) Od NAILS LVL REAM OR LVL BLOCKING IN BETWEEN TJI FLOOR JOTS LOOP FRAMING DELoW. ( Z a. PANELS SHALL DE INSfiLLEP WITH 51'RENGTN AXIS PARALLEL TO 5'N75. a EACH ENP - CONIECT BLOCKING TO TJI J015f WEDS WITH MI5 412 FACE M P. PROVIDE MJI18-SP52,5 W 28 AN010P DOLT PI:PLEP DEFGRE POLE,AffALH f0 FOIiJPA110N /Q PACKER BLOCKING IN fJI J015f WED PER MANIFACTOR'5 5PECIFICATIO ®W/AP E ANCFIOPMATE.U5E CNW7g GOLPLER NUf BETWEEN M01OR BOLT ANn 6.ALL HORIZONTAL JOINTS SHALL OCLU OVER AN17 DE NAUP TO FRAMING, P POP INTO NOI POMJ. - - (2)-,C5 I6 COIL STRAP W/(26)8d (0,1V r 2Y2'LONG)NAIL5 WiTH 5TRAP APPL + +ON SINGLE STORY CONSTPUG110N,PANELS SHALL DE ATfALFEP f0 BOTTOM + + + + ++ + O PIREOLY TO 2X FRAMING MEMBER5.PROVIDE HN.F OF TFE NUMBER OF NAIL5 5PECIFEn M71114-5D52.5 AfTACIV7TO Erb KJOLZLA5-FIR P05f W/513100 ANCHOP DOLT PLALEP I— ' • c, ' + ' /� PLATE5 ANP fOP MEMBER OF THE POLME TOP PLATE. AT EACH ENP OF STRAP, CUr 5MALL%Vr IN FLOOR 5WATHING AN7 ATTACH STRAP TO BEFORE POLE,ATTACH TO FORM WORK WITH Amapa AN010PMATE.U5E cNW 1" V SEE ALTERNATE^ LVL REAM OR LA,BLOCKING IN BEV&N U FLOOR J0I5f5 IN FLOORFPAMIN OW. L R NUf BETWEEN ANQIOR DOLT ANP I"TM�AMP ROP IWO HOI:POWM. d.ON fWO 5TORY CONS RlCiION,LI'PER PANELS SHALL It ATTACFEP fO TI•E CONECT DLOCKING TO TJI J0I5f WEBS WiTH H15 412 FACE maw ROAM ��N/ for MEMBER OF VE LIPPER POLDLE TOP PLATE ANP TO DAMP J015f Af POOF PAF1 ER PER PLAN PACKER BLOCKING IN TJI J015T WED PER MANIFACTL�R'5 5PECIF ON5, I.i. BOTTOM OF PANEL,LPPER AffACHMENf OF LOWER PANEL SHN.L DE MADE TO 'A PAW J0I5f AND L09P ATTACI MENr MADE fO LOWE5r PLATE Af FIRST FLOOR ALTERNATE:ATTACH OPP051NG RAFTERS v/. V FRAMING. BELOW PIPGE REAM OR RIPGE DOAIV WITH 2 i 4 T LEGEND . COU,AR TIE fv SHOWN. PInLE STRAPS Nor e.HORIZONTAL NAIL 5PA CNG AT POLDLE fOP MATE5.PAW J015f5.ANn _ RLAF f n WYEN USING A COLLAR 11E. Q GIRM15 SHN.L DE A POLIXE POW OF 80 STAG(.EREP Af 5 INCFE5 ON CENTER SI�APWALL • I 5Fi AP.WALI,HOL19POWN TYPE P PERYOP-ATE 51 EfEWALL, COWNLE FLY VE MP BELOW PER FI(AM5 BELOW:\/rnCAL NV HORIZONTAL NAILING FOP PANEL � O � "OPENING WITH NAILING ACCOMING TO,SPECIFIED ALL TYPE, Z V AffACHMENf M , # O RAFTER TO TOP PLATE I ' A WALL GRIWNE -�- SIH:VWALL X K,X J #OF KING AND JACK%1,115 AT OMNINC45 U VERTIGAL AND tlOR1ZONlrAL NA/UN6 FOR PANEL ATTAGt7MENT Q W PROFILE VIEW A PORTAL WALL DETAIL (NOT TO WYIENTl7/5 PD6P R1 5T5ON , APA PA POR SCALE) FRAMING USE 8a NA/L-AT 6"oc, .` POOF SFEAIHNG EDGE NAILING { " '� - (SUBSERVIENT TO APA TT-700D BY THE ENGINEERED WOOD ASSOpA7i0lJ) __ dOf RIM130 Q d a4-/ ' 2X CLOCKING DEIWEEN OOUDLE TOP PLATE RIMDOARD 5l>EArtl1NG FILLER RAFTER5(NOTCH FOR OF REOUIRt D) - NO. REVISIONBSSUE DATE VENiLAiION 1F REQLIIREP: MIN 3"X 11-1141,HEADER OP AS SPEGFI . - - 2 - - REFER TOAPCHTECiLA'Al. mrrN.rerrrroruvrae�reerienrwarzmneenerr9� - - w PLANS FOR MORE Iwo.) L-TitZ4 5TRAP e o u . , L 4 STRAP(INSIDE FACE OF ON5/DE FAGS OF WALL) % Q i WALL) ER TO(2)2AG (Z)ZxG HEADER TO(2)-Z6 �,N o PA5TENrcrtLTETO PROJECTADDRESS: W nEADEP WITn(2)ROWS OF JGd SINKER NNLS AT 3 O.G, byTlrll d COMMON OR' O li ADEED FOR APANEL SPLICE E + PDX NA/L51N 3"GRID CIF NEEDED),PANEL ":' 882 MAN 5MFf . v A5 5/1OWN AND .G.IN ALL EDGES SHALL DE Zx6 FRAMING COTUIY,MA FRAMING C5 D5,DLOGKING AND BLOCKED,AND_ H2.5A(INSTALL PRIOR f0 15/�i'STRUCTURAL SILLS P. RWIrl7/N Z4"OFBLOCKINGAN7TLYWOOP ELStltAT/1/NG '. E/GIfiOFWAU- POI r 251•EATHNG)ALTERNATE:H2A tl OWN PAN I - ...,. J '. .. MIN,ov".?/�'PI�iTEWA5i7ER" DLOG t1ALL DE STtYDl4 OLD REAM NA/LEDW1Ttl GA DOUBLE EDGE (IF SFIOIM�ON PLAN) 5/NKERS PANEL NA/LSPAGING 14 STtiDl4/iGLDO s1J 5/,"Dli.ANG110P DOLT '` ELEVATION VIEW C9"17/NLEMDEDMENT) . Poop PAFTEP NI c K E N z 1 f, ZX BLOCKING BETWEEN '* PER PLAN ENT-FRAME CONSTRUCTIOWDETAIL EXAMPLE ONLY NOT TO SC PAFTER5(NOrCHPOPe-z _ ( ) ENGINE RING''. 6 r . VENflLA110N IF REOUIREP, EDGE NAILING - CONSULTANTS REFER TO ARCHITECTLMV PROVIDE PLATE AND W/(2)LVL l4",Ile" GONSTRU N NOTE5: PLANS FOR MORE INEO.) PUI Gti PLArP CU 5TEP1 Z"x ll" % z 1279 MILLSTONE ROAD PNL z o v -, W OMENT CONNECTION: PROVIDE PLATE LD BASE PLATES TO VERTICAL c o s AND TUBE STEELP05T5.P05T5T0 BREWSTER,MA02631 W N Q FADPIGATO?TO DE ATTAGtlED TO GONGRETE .(774)353-2144 w 0 PROVIDE DEr'VL, GONNEGTION. p POli3LE 2X TOP PLATE FADRIGAT O FOUNDATION WITtI(4)g"Tl1READED 4.1 FRAMING MEMBERS ^ PR DETAIL ROD Wtrtl 5/MP50N SET EPDXY o NZ. 1 t y c WlTtl/5"111N.EMBEDMENT EDGE INTERMEDIATE 1 2„ Z 3/8" PLtTGYI PLATE Cp STEEL`Z'x 11"W/CZ)L x lN8' d' 5A(IN5TN.L PMR f0 x 2)COLUMNS TO DE SPLIT AT DEN7 ' � A. BLOCKING ANP PLYWOCV t155 POST AS SPEGIFIED o � � 2. 3/8" � � . . � ti55 POST A5- LOCATIONS AND 3/4"PLATES TO c _ SNEATHNG)ALTERNATE:HZA 2x snm SPEGIFIED - DE USED TO GONNEGT GOLUt'lN5 ? = N E PLATE A5 SPEGIFIED TO BEAM TO PROVIDE MOMENT 0 0 0 0 0 o a o 0 0 0 o RASE PLATE A5 GONNEGTION. SPEGIFIED 5)GONTRAGTORTO VEPIFY ALL DVENSIONSPRIORTO �°�, L�I.n s a PANEL EDGE 3 Nn GON-TRUGTION. PANEL r r DOUBLE NAIL EDGE-PAGING DETNL •n ' + .< JOB#: 15 147 SHEET DATE: 05-06.2015 C S 1.1 - -- - - - SCALE: NONE �, y T.O.F. AT EL. 28.85' SEPTIC PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: M. FARIA, SE 28 O' WITHIN 6" OF FIN. GRADE DONNA MIORANDI, RS 27 0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM ' WITNESS: RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE�- DATE:-JUNE 10, 1999 �- FOR FIRST 2' PROPOSED 1500 � 24.0' PERC. RATE = < 2 MIN/INCH GALLON SEPTIC �24.75' / CLASS I SOILS P _ _ 9450 L5'0 TANK (H- 1O ) GAS 0 23.5' - 0 2' ® SIDES BAFFLES 23.51' - � , 23.68' N MIN z 2' - -- _� Q OfRr war /Locus ( 2 % SLOPE) V_6" CRUSHED STONE OR "MECHANICAL o � COMPACTION. (15.221 (21) �$ $ _ 14" 08`?� o 21.5 f 17 ELEV. OY�STE `"-- DEPTH OF FLOW = 4 ( 2 ?1SLOPE) ( 1 % SLOPE) 3/4" TO 1 112" DOUBLE WASHED 17TONE 0"_ V 77 Q' 0 SCHOOL ST. PLACE RD COTUIT BAY TEE SIZES: O/A INLET DEPTH = 1 LS OUTLET DEPTH = 14" lOYR 2/2 LOCATION MAP (No SCALE) FOUNDATION- 30' -- SEPTIC TANK 62' - D' BOX -- 3' - _.__ LEACHING 24" B FACILITY ?0.32' 17.5 LS ASSESSORS MAP 35 PARCEL 84 ti ro I 5.5' ^' 10YR 4/6 ZONING DISTRICT: RF 5' REMOVAL OF UNSUI(ABLE SOIL 48�� 23.0' REQUIRED DOWN TO MED. SAND LAYER. YARD SETBACKS: `NOTE: AVOID DISTURBING TREES/HOLLYS REPLACE WITH CLEAN MED. SAND FRONT = 30' ��IRT � \ � DURING CONSTRUCTION OF SEPTIC SYSTEM '�I SIDE = 1DR VE 16.0 REAR = 15' G-W EST. © EL 4.0'f PLAN REF. -- LCP 19606 D Pr �, 118 M S 27 V \ / TH -, FLOOD ZONE: A13 EL. 12.0' 18" DBH HICKORY, 30' CROWN EVERGREEN / 1 _>c: Y 6/6 i .\ LOT 1 a� („� � `� '� 26 c6 .- GRA S/DIRT _,_� I ,.� I J PA KING i NOTE: PLUMBING REQUIRED TO BE I c`r S < ROCK BORDER vE�RE S T RE-ROUTED TO FRONT OF HOUSE AS ;� , Nu - �_ SHOWN (PLUMBER HAS STATED THAT C N 0 t`�� GAR THIS IS POSSIBLE). PROVIDE MIN. 2% 132" 16.0' (O o T�J PITCH FROM EXIT INVERT ELEVATION NOTES: q� A "HOLLY ` TO SEPTIC TANK INLET INVERT NO WATER ENCOUNTERED CRAW', // �_ � > Pflt; L)E_,IGN: (GARE.,AGE DISPOSER IS I'!VT A,_L�l>_a'vI_G ) 1 Dr," ..c_i !S `EVGVL) (tKib' 45)---- V- --__-- 16. \ FULL EXISTING ` I DES; N FLOW: : 3 P�DpOOnnS 110 GpD _ 330 GPD MUNICIPAL WATER I EXISTING \ BASE. HOUSE J �'� - ( ) __ 2 t L E S U`,LOT B �30 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1 j8" PER FOOT. -E A I'R 28.9' 0 \ s "" SFPTIC TANK, 330_ GPD ( 2 ) _ 660 4. DESI GP GN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 \ 20 _ -U<;E A 1500 GALLON SEPTIC TANK 5. PIPr_ JOINTS TO BE MADE WATERTIGHT. 6 PROP. SILT FENCE (WORK LIMIT LINE) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. EN rRE 10 LEACHING: ENVIRONMENTAL CODE TITLE V. _ � EMOVE) _ _ 26. \ 28.7 _ 2(39.5 + 6.83) 2 (.74) = 137 7. THI�7, PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE `;IDES: - 3 °0 S% 39.5 x 6.83 (.74) _ 199 USE:=� f OR LOT LINE STAKING. T1 d, LO BOTTOM: -- ------ 8. PIPF- FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. - BENCHMARK c-1TAl_: 455 S.F. 336 GRID 9. COMPONENTS NOT TO BE BACKF 6. 25. CONCRETE BOUND T ILLED OR CONCEALE-0 WITHOUT ELEV _ `_;PECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED NGVD 26.33' U`�,E 6 HIGH CAPACITY INFILTRATORS WITH 2'_`;TONE IN FROM BOARD OF HEALTH, -� 4T SIDES, 1' AT ENDS AND 14" UNDER 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS. STATE X T2 11 . RC IOF DRIP-LINES TO STONE TRENCHES OR DOWNSPOUTS TO COASTAL. _� 1 DRYWELLS REQUIRED FOR NEW CONSTRUCTION B A N K '��'� �11. LEGEND 42% (STATE AND TOWN TOP OF COASTAL BDEF )ANK T, TRArISECT SITE AND SEWAGE PLAN_ LOT 2 '�r 70 11 - 100.0 PROPOSED SPOT ELEVATION OF s- 41.233t SF 9 '� 1 FLOODZONE EL. 12.0' 882 MAIN STREET (TO HIGH -_ (AS LOCATED) 25.7 EXI STING SPOT ELEVATION -- WATER) %� } 1 OO ✓� _ IN TEiF. TOWN OF: NK 1____ PROPor')ED CONTOUR ( COTUIT) BARNSTABLE - _-- T T4 /,�� -- 100 EXISTING CONTOUR PREPLREC FOR: JANE GROSS H POOL CO PROP. CLEAN OUT 30 0 30 60 90 Feet BOARD OF HEALTH , MA 1" = 30' JULY 12, 1999 APPROVED 1)ATI -- - SCALE: DATE: off 508-362-4541 fox 508 362--9880 �`�fj Of 3 �P, down cape engineering, inc. � `�tk OF M 1 /�'iNE H. (fll OJAUI ARNE �rti G1 LAND SURVEYORS ►b. o e N . �fl - 939 main st.. armouth, ma 02675 P1 ✓1 3 0 1: OJALA, S. DA TE 99 1 --19 Y JL�