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Home My WebLink About0046 POPONESSETT ROAD V� � I n .Fa V 6- i i r o r Town of Barnstable THE rati Building Department Services /01 Brian Florence,CBO sexNsresM ; Building Commissioner MASS. 200 Main Street, Hyannis,MA 02601 OX\ ArFoA www.town.barnstable.ma.us ` '9,p P/A � sT Office: 508-862-4038 �%fe— TN A F�az��s�50,8,-790-6230 NOT Q PERMIT# Y9 / ^ / �c5 FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less `74/ (/ 6�GArc�sS&/—/, //`A 670j Location of s�ed(address) Village —50 F 210--) — 6 Ct-CJ g Property owner's name Telephone number s c� cyog Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway 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:08/6/17 60 6/10/A If-- 270 00 rn A- J �• U7 � CP LOT AREA CONCRETE FOUNDATION 21,857f SF TOP FOUNDATION = 36.2 : 0 4' ®. Uri -- 01 - f 62.91 Cv - rn - q - R=398 . 19 ' A=150 . 00 ' POPONESSETT ROAD AS BUILT FOUNDATION PLAN DCE #95-024 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 46 POPONESSET ROAD PREPARED FOR: COTUIT,MASS. WARD DUNNING SCALE : 1" = 30' DATE : MAY 17, 2016 REFERENCE ASSESS. MAP 35 PCL. 005 OF MAssgc HEREBY CERTIFY THAT THE STRUCTURE o`' DANIEL tiG SHOWN ON THIS PLAN IS LOCATED ON THE A. s� GROUND AS SHOWN HEREON. OJALA N q No.40980 off 508-362-4541 fox 508 362-9880 01"F95 \0 t lq down cape engineering, Inc. l Su tl CIVIL ENGINEERS LAND SURVEYORS DATE REG. LAND SURVEYOR 939 Main Street — YARMOUTHPORT, MASS. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map- .J Parcel Application # B-1 3 61 11 Health Division BUILDING DEPT Date Issued Conservation Division Application Fee X Planning Dept. DEC 15 2016 Permit Fee Date Definitive Plan Approved by Planning Board MWN OF BARNSTAELE Historic - OKH _ Preservation/Hyannis Project Street Address n clesS � Village Owner' Address S��n Telephone 5 Qd`�- fla/-dfJB Permit Request 3ui��l / ��i1 eN tQT'c/�oU'YA Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay i Project Valuation /DdQ Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0 new size_ Attached garage: ❑existing 0 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 �. '� �✓U �C//1��- Telephone Number _5 0?-S2f/ Address 1G /a o &s el�Z A-�',8. License# Home Improvement Contractor# Email ' ,FV APU V"Wml/n/dr-21-6r o2A.r can'I Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE —'� DATE-__ f, t FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: - FOUNDATION FRAMECA INSULATION FIREPLACE I'I ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Tram it-If. ecr Irrrs r i��e�t��A�e� • 600 WasbfiWtm&red , Baum,MA d2.UI - Wm&ers' Caffipensafim Insu-ance A.#davit AppF=xd Iuf 3r=fiau Please Fri I�Tre / rip L�u nr/v i n( /tr e s s-R- �: - Cityf Iig: rr Are yr as employer?Checkthe • ropriafe bem Type o€project(reqdm4= - L❑ I an a emplayar vift 4 0 I mn a general c o afmctor and I ❑Newemplagew(fall angor pat4ime j.* �e hired•1hm . 2.❑ I am a sole pcopA*r orpatMr- fisted cnffie dwched shmeL 7. 0 RPMadeag s and have no emplaYees These sab-c c s hafie ❑Demalifioa waddug far.me i a auy raparifY emkulayew andbare wadoms' 9- ❑ ad3ifiou [NO Wadone comp- comp -1 5. 0 ode are a cmposat=md its 1b0 Elechical repairs or adds 3.5a I am.a homey doing aU vmk affieea have eseacsed thew 1L0 Flm kmgrepais of addidans fa 'erg- age of exemrdm per MQ' Ioarepaics. fimum a re�d..j i a_1i2,¢1{4�,and�el�eav emvlaycm ENDwa�bl&. l3_❑'f}ther cam-msmmm requita&I •Amp 9,4c '�cm'wlmastdmsnacVste�a¢below I c�eamaskas`®peo�ou�T�gi sabmst dds sffidaea`imrx a sang sa±dofig MUNW&sMA&Mbi a aatsidecc—rmrsaasst salamra ae� t m m� FCammcft=$W cber7c s bar must-'b sa s3diff shed shometagda-m—of 93e camel adevhefliet arnvt ilme ea hz� • easp3apees.If�ehave��-� 'ta�p.gaTicgaanabeL - , t -Tam ari eriipisr diai is prig Yvvrkets'sasm�ioet uesursacssfor s * Setacv it rites prr8cy ja>ai sits - i$�armsrh'vn. , IecompaagY�azse: .. .. - •POficygm Self jMZia_ Date: Sob Site Addsessc C g(Stafr g:: Attach a copy of fhe warkers'compensatimpolicg dedh afian page(showing the p'oficy umber and expiration date.• Fame to semen cavmwp as,requiredunder 5eztim 25A o€MQ.c.L552 can lead io ffie imposition of ainthiai per.of a fine up to$150D-QD zmVor one-yarimpdsammet3t as meR as civs1 peasltirs ja fe fa=of a STOP WDRK{MDEKaad a f of up to$Z5Q04 a dog ag-aiat ffie violator. Be advised that a cagy of this statement•=ybe fmwarded fu the Office of Iavestsgfiass ofthe DIAL fhr fimmmm covesge cm. 1`afri&ersby=4&ruder and penal9w o u y tiles arxsr grocid�d rrbar�is true and carreat (Phi—mFk:) b 49-49yl d6� Ord we m* Da not#n*r in des men,t$be mmp&ted by c iq?artawn officiaL Cky or Tama: l'erm�lLic�se - Lndmg Amfiar4(cu de one): L Board of 1.BuWmg Depwtncmt 3.C,Irumn.Clerk Elechicil Ens� S. r CL a&W Cact Person: MME�- - 6 1 1 li , 11 1 1 1 i 1 1 �.:,...: Jltl.�,.. ii.r.- ..:../l Y•...:-. _1 iiRla .-iR n .1 .- .- ••.).7�t, r•ntl.:...,:.../. lt: i■ t watu . w tf Iowa- i• i_ Yu■I( _.• �.11 ■�3.1•�• :i. -' .�'.••). i1 i. w • :n•■•► .)I■l :). r•If11•:r • .as - • JI lI I •% ■�■la-I : .la .■.t .tt1: .�:. ■•��R.t.r :•�..1/:Ia•I■ 1 •.l :l■.l■ •1 ■.• �•J: �•1■t • .� :t1' ••• •I .•al • ■a 7.1 - an• wl■_l: -a t/ •oat l•nu II•A .•I. n 1/•/u_ ■■- _ .1 �+�•11:■•w. • - ■ I �• :ilur ■• •I ■• • ■ • tY- • :II t1■■ at1Y I_/n•w■.•lp .A�•RGI•.1■ • ■1 •i/ -r �Ilu • lOt■ •• O_ iialp • • i•• - i1- AN .i! . •\" ■•• a•1 ■_ t■' 1• n•1 ■a:■1 i11 i .l..I ■f.i.l< :a/.a ••t• ...•I• it�! :la■ .1 i. a Vn1%/11 • ■• \••',1 Is' ■No a1. . :tt a■1 ••a• �i■■l. •• I�■.■1■ 11 ■• u:■Ialt:�a.... .1■V[ ■rt•]• .1 •.•1 •••.. •la ■I 1 ■• -In■ 1•■A- • •11 is J •■t■■ •: •al ■at :I•••[ 1�1■:1/1 ■/l w`I. ■ 1 ■I • /:u . ■ .• i�[1u /•u�!■1 •- ■��■■�• •. •- :.■ l•■u • J ■NO•� M • • vrna i■_ � r_u / /r :.vu: a : - ! n / • • i. w _al / _ • a Ala / ■- In1 ■• • a- :■■- / I/.YII ter. • ■I r■.Y• 1 r . .•I 1 /. 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' • �a 1 AWC Guide to Wood Construction in High Wind Areas:110 mph.Wind Zone Massachusetts Checklist for Compliance(780 0MR 5301.2.I.I)t _ B Check 1.1 SCOPE - Compliance Wind Speed(3-sec,gust).._........................................................_... ... 110 mph - Wind Exposure Category........................................................................................................_......._._.._B — 1.2 APPLICABILITY Number of Stories .............. .................... .................(Fig 2). ........................ stories s 2 stories _ RoofPlich ......................................_.......................... .(Fig 2) ................ 512:12 _ Mean Roof Height ._...._..:...... ........._...:............. ......(Fig 2)_.........................._..I............... ft 5 33' Building Width,W (Fig 3 —" BuildingLen L :................... ... ......_ .... .. ( 9 )...........__........_......_...... _ft s 80' — Length, .... .. ...._. .. ........................(Fig 3).......:...._........................... ..._ft 5 80'.. Building Aspect Ratio(LN1� _........... ... .. ................._.(Fig 4)................................................. 5 3:1 _ Nominal Height of Tallest Open[ng2 .........................__.....(Fig 4).............-...._......................... 1.3 FRAMING CONNECTIONS General compliance with framing connections................ .(Table 2)........ .... ......................... 2.1 FOUNDATION — Foundation Wags meeting requirements of 780 CMR 5404.1 ConcreteMasonry.......................................................:... .................... . ......................._......... ............ 22 ANCHORAGE TO FOUNDATIONr'3 5/8'Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors asap alternative in concrete only . Bolt Spacing—general.........................................(Table 4).......... .. . .... _ in. Bolt Spacing from endfjotnt of plate ................:...........(Fig 5)....... ..._. .... .....: ... . in.s 6"—12" Bolt Embedment—concrete.._.....................................�9 :...... ....._............_.. ... ._......_in.z 7" Bolt Embedment—masonry.......................................:_.(Fig 5)................................._...._.. in.Z 15" Plate Washer..................»............................................(Fig 5)..................... .......Z 3'x 3"x'/s" 3.1 FLOORS Floor framing member spans checked ..............................(per 780 CMR Chapter 55)..._................................ Maximum Floor Opening Dimension_......_....................:..(Fig 6)............................._--_ft s 12,or Ll2 or W/2 _ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).................... .................. Maximum Floor Joist Setbacks — Supporting Loadbearing Walls,or Shearwall.............. (Fig ................................ ...................._ft 5 d Maximum Cantilevered Floor Joists — Supporting Loadbearing Walls or Shearwall.......:.......:(Fig 8)........:........... ................ .......:......... ft s d _ Floor Bracing at Endwalls...... .......(Fig 9)....................I._...................... ._ ..... ..... . . ...... ..... ...... Floor Sheathing Type ........................... 780 CMR Chapter 55 ............................ (per ap )................................. Floor Sheathing Thickness....._......................................(per 780 CMR Chapter 55)...:.................... in. _ Floor Sheathing Fastening................................................(Table 2)..—d nails at—in edge/ in field 4.1 WALLS Wall Height Loadbearing walls.............................._................_. (Fig 10 and Table 5)........... ....... _....... —ft s 10 Non-Loadbearing walls................. ..........................(Fig 10 and Table 5).......................... It"5 20' _ Wall Sfud Spacing .._........ .................(Fig 10 and Table 5)...................—in.s 24'O.C. Wall Story Offsets ........................................................(Figs 7&8)............._........... — . 42 EXTERIOR WALLSg - Wood Studs Loadbearing walls.................... ........... ..:.............._...(Table 5)..........................:..2x -—It in. Non-Loadbearing watts able 5ft in. Gable End Wall Bracing _ — ,-- -- Full Height Endwall Studs.............._.....:._........... .._.(Fig 10).................._.......:..:..............._........... .:... WSP Attic Floor Leng th..............................................(Fig 1 i)........:.:..._........................:....._ft zW/3 Gypsum Ceiling Length(if WSP not used)......._...,.._.:(Fig 11)............................._.__...._...:-ft Z 0,9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c_..(Fig 11)...................................................... _. Double Top Plate Splice Length Length ......................................................(Fig 13 and Table 6)_............................... _..—ft Splice Connection(no.of 16d common nais)..............(Table 6).._......................................... .......... AWC Guide za Wood Comoweden in High Wind Areas:110 mph Wind Zane Massachusetts Checklist-for Compliance(7so C.Irx 5301.2.1.1)1 Loadbearing Wd Connections Lateral(nm of endnalled 16d common nails)...._.........{Table T)---------_----------------.............. ............ Non-Loadbearing Wail Connections Lateral(no.of endnalled 16d common nails)..:.»»:....(Table 8).»............ ............»._............-..._.-. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Starts .»............._»...................-..._...»......(table 9 ._..»» ...:................ Sill Plate Spans ._:.».».:..».._.... )» —ft—In' ft_in:s 11' .{Table 9). _._........_........... _ft s 11' Full Height Studs (no.of studs)»_........__ ....:.»_.»..(Table 9)..............................0..........._. — Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...........:..__.....:......_...:............_..........(Table 9)»»... ft In..-;12' SRI Plate Spans...- ans................. » .(T — — -- Full Height Studs(no.of studs).........:---...-.,(Table 9) .............. ........ —ft_in.s 1Z'Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W Nominal Height of Tallest Opennngz ....... .. .... ...... .»....... ........_...... Sheathing Type........... ..............:.........(note 4).»..........:...... — Edge Nall Spacing........:------ ....._...........__.(fable 10 or note 4 if less)..................•.. in. Field Nail Spacing......................................»:.(table 10)..............__».._.. Shear Connectlon(no.-of 16d common nails)(Table 10)_.................................................. Percent Full-Height Sheathing....................(Table 10)_..........._.............................»......_% _ 5%Additional Sheathing for Wall with Opening>61'(Design Concepts)........._........ .. Maximum Building Dimension,L Nominal Height of Tallest Opening2-.........._.................................. c Sheathing Type....._..........._............_....._ _(note 4)..... ................. =6'8' — Edge Nall Spacing..........._....._..._......_».....(Table 11 or note 4 ff less)....................... in. Field Nall Spacing....»..................0......_.....»..(Table"!1) : .... — Shear Connection(no,of 16d common nafls)(Table 11).*.*.... ..................... —_ Percent Full-Height Sheathing....».....»-.........(fable 11).........�.... ......_....................... . _qo _ 5%Additional Sheathing for Wall with Opening>6W(Design Concepts).......:..._....... Wall Cladding — Ratedfor Wind Speed?............. ..... .............................. .................. ......................_............_... 5.1 ROOFS Roof framing member spans checked?.._..........._......(For Rafters use AWC Span Tool,see MRS Webs ) Roof Overhang ...................:........:..................... (Figure 19)........... —ft s smaller of 2'or L13 � — Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift............................................(Table.12).... ................. .........U= Of Lateral...._..........................»..........(Table 12)........... ...........................L= Of — Shear. .(Table 12).............:..._..0........................ pif — Ridge Strap Connections,If collar ties not used per page 21.....(Table 13)..........................._.T= Of _ Gable.Rake Outiooker...........................0..........».(Figure 20).............._ft s.smaller of 2'or L/2 Truss or Ratter Connections at Non-Loadbearing Walls — Proprietary Connectors Upldt_......._......0...................».........(Table 14).............._......................._ U= lb. Lateral(no.of 16d common nails)..(Table 14)...............•-•--.. ....... ..:L= lb. Roof Sheathing Type..........:.......................................(per 780 CMR Chapters 58 and 59).................. _ Roof Sheathing Thickness.............................................................. in a 7/16'WSP Roof Sheathing Fastening .........»..»....._» .._.........»(Table 2)......... ...._ .»»... — . Notes: .........»................_..._ __. 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 530121.1 Item 1.ff the checklist Is met in its entirety then the foblowing metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Snaps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figural T e. Comer Stud Hold Downs per Figure 18a. 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2.In.nominal thickness.pressure treated#2-grade. •t6 AFVC GcdLL-fo Arbo f Conmhraffozy ur J��Tr WuT-dAre=110 mph H'TjrdZaj7.e . Mns-a.chu ett Checker for Camphu Ce cM6 C&Ins3oi-2-i:i)!4. - at. From Tables 10 and 11 and iocriw7 of wag Wading and gull ft A.spadFrzdo,determine Per ro=r7t Fu&Halght SihesShmg and NaH Spackv regriuenarrfs . b. Wce d 5iructual PanaIs shall be allmm$hiders of 711 r and be installed as follw&3I- . . L Panels shall be installed�r sirengJh ass parallel to slrrds. n. X hm i=I joints shah oass mar and be:marled to frtning: . ' 'uL Dn sirv,�le linty mnsfrucfian,panels shaIl b�atfadhe�to bni#nrrr pie and•tnp.inertrber•of ffie double MP 1 —_-- ___-- ---_M Dn is nshry�+!�t upper Panels .foibetap mamber•afthe Upperdoubie top ----- ph&and to band joist at boftam of panel Upper aflad'u ed of loxes pane!Shan be made to band joist and lovreraffadrment made to lowast.plaie at first fiaarf mbng V. f4catzorm rMH spacing of dGLbte fop places[ band!oisfs,and girders shalf-ba a double rvw of ad - staggered It 3 inches on Wiper ftures below:Vera' and Hrdmrhtat NaRbI g fnr Panel Affachment S. Glaring pra art a)thew house orhotimriialadd an— if projects i We orcioserto shore(generany[south of Rte.23 or north of Rfe;5) b)vwacal addffion—nat requbEd rriless them k eve renoraflon In the,5'st'toor c)repla=neT6iBdDws—needs enaW mnseivafi=axnpftaric#only(chap 33), S.WDcd Frame Canstudion Manual WCM)for 110 MPH, Fxparae B may be obtainedf=n the American Wood C =aff (Awb)vie. V FiikL=rt,S=n4 as, Y -Arm= it i - tj tj f - - 1 L ! ,7t EC ' it 11 . F. f _ [tIL i s LF t L d ? !t t, rr mrKcRL i d 1 L A .l s � ;� tt . . � � � ,� . it 1L. ems` Lk • jl � _ 1 � .S if it Iinn[/ i t L L y 1� �- •`t - ��L4�1�8�J -• � � PrlhiS • - �-� PAWL t,rx?aa cT�a rt I�r SPACM IDS. - L r See DBIal mil NffXf Page - lferfirEl and HmimrfW NwTmg = � - fir Parcel Affaclz ` VernG3r ans3I-raiimrr�I Nailuhg . for Panel neI Aflsr�hnh r Town of Barnstable Regulatory Services s"W; ' Richard V.Scali,Director ibf¢1 Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us - Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder T ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this b„ild;a permit application for. (Address of Job) **Pool fences and alarms are the responsibilify of the applicant Pools are not to be filled'or utilized before fence is installed and.all final . inspections are performed and accepted. Signature of Owner Signature of Applicant- Print Name Print Name Date Q:FORMs:OWNERPIItMISSIONPOOIS Town of Barnstable . Regulatory Services dF Richard V.Scali, Director Building Division m+>KASS. Paul Roma,Building Commissioner sbs� 1666� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EREM MON DATE: oZ�l (o Please Print 2�- _ JOB IACAnON: number/ `� street village "HOI%MWNER ; lN+R,0 1JUiu1I(/Af --- 0100 name home phone# work phone# ,CURRENT MAILING-ADDRESS: _D citYAM 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. DEFT 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 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 Ho eowne� 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. Town of Barnstable "B`E a Building Department-200 Main Street Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-733 CO Issue Date: 10/25/2016 Parcel ID: 035-005 Zoning Classification: RF Location: 46 POPONESSETT ROAD, Proposed Use: COTUIT Gen Contractor: BRIAN T DACEY. ` Permit Type: Residential- Single Family r Comments: Zn Building Official Date: J, R `HEry� Town of Barnstable y RNSTAB VE : 200 Main Street Tel.(508)862-4038 p 1639. `00 TeoMA�a INSPECTION REPORT Date: 5/13/2016 3:56 PM Inspector: romap Permit Number: B-16-733 Name: DUNNING,WARD W& MAUREEN TRS Address: 46 POPONESSETT ROAD, COTUIT Inspection Type Inspection Item Status Comment Building Foundation A- Inspection Results Pass Inspection Overall Comment: Overall Inspection Status: PASS Re-Inspection Date: Date: 8/2/2016 12:41 PM Inspector: mckechnr Permit Number: B-16-733` Name: DUNNING,WARD W& MAUREEN TRS Address: 46 POPONESSETT ROAD, COTUIT Inspection Type Inspection.Item Status Comment Building Frame A- Inspection Results PASS Sheathing OK, FRAME OK, need collar ties porch, garage door straps Inspection.Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: Date: 8/8/2016 1:15 PM Inspector: mckechnr Permit Number: B-16-733 Name: DUNNING,WARD W& MAUREEN TRS Address: 46 POPONESSETT ROAD, COTUIT Inspection Type Inspection Item Status Comment Building Insulation A—Inspection Results PASS Insulation OK Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: C _OD .' iCA �7 a Inspector Initials: m Person in Charge Initials: Total Score: 100 �pFTHEA O� Town of Barnstable 200 Main Street Tel.(508)862-4038 y�AM6 65 0 ,0qo lE 9. 0. INSPECTION REPORT Date: 10/21/2016 12:22 PM Inspector: bow-erse Permit Number: B-16-733 Name: DUNNING,WARD W& MAUREEN TRS ' Address: 46 POPONESSETT ROAD, COTUIT Inspection Type Inspection Item Status Comment Building Final A- Inspection Results PASS Final OK Inspection Overall Comment: Building final OK Overall Inspection Status: PASS Re-Inspection Date: Inspector Initials: Person in Charge Initials: Total Score: 100 Cr m ioeslTE: © L �f �,/a/Lr, J LL ;� . MA Cj Z O G MAP INSTALLED.BUILDING PRODUCTS � 00 PO BOAC 1309 �O SAGAM.ORE B INS EACH MA 92562 ULA7-IDN CERTIFICATION PER lECC 303.1.:1. IIATT INSU ITION Exteri rs: Type: �2 Manufacturer Exterior w ags 1( other): h-VaJue 2— . ' - Manufacturer: r� Interio Walls 'L---�_R-Value: /Stairwell: Type: Manufacturer: Basement Ceilin� R-Valu Type: nS t Manufacturer: Flat Ceili �0 O gs: ----�R-Value: Type: Manufacturer. Sloped C ilings.• j—1R-Vah e: Tvpe: Manufacturer: BLOWN I s R-Value: SULATION FIBERGLASS OR CELLULOSE t Exterior ,a►Is: fype: Settled Th cicness: Manufacturer: Coverage rea: —Settled R-Value: . Installed thicl Installed cness: ---__Number of Bags: _ density: -- Flat Ceiling Type: Cip. Settled Thickness: Manufacturer: CoverageI �j� �� Set�led ® � Installed thickn Area: �; R-Value: O ,Z 7�fVumberofBa In'stalledden ess: Bags: density:. SIo ed Ceili s: Type: Settled ThicllHess: 10« ` Manufacturer; . I Coverage Ar a: Settled R-Value: Installed thidkn c. Number Installed d ess; °f Bags: 7 7 ensity: ,, ByWt'i For MAP Installed Building Products Date: �i3 �� o N� Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 46 Poponessett Rd. Rating Date: 10/17/2016 Rating Number: 25225 Cotuit, MA 02635 Registry ID: 067852543 Estimated Annual Energy Cost Use MMBtu Cost Percent .HERS Index: 62 Efficient Home Comparison: 38% Better Heating 24.8 $681 39% General information Cooling 0 $0 0% Conditioned Area 1712 sq. ft. House Type Single-family detached Hot Water 2.9 $146 8% Conditioned Volume 17844 cubic ft. Foundation More than one type Lights/Appliances 19.4 $934 53% Bedrooms 2 Photovoltaics - -0.0 $-0 -0% Service Charges $0 0% Mechanical Systems Features total 47.2 $1761 looi Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water.Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Criteria Duct Leakage to Outside 61.00 CFM25. This home meets or exceeds the minimum criteria for the following: Ventilation System Exhaust Only: 82 cfm, 23.0 watts. 2009 International Energy Conservation Code. Programmable Thermostat Heat=Yes; Cool=Yes 2012 International Energy Conservation Code vi {�►Nc nrPT. Building Shell Features cc Ceiling Flat R-40.0 Slab R-0.0 Edge, R 0.0 Under 00 Sealed Attic NA Exposed Floor R-30.0 - Vaulted Ceiling R-40.0 Window Type U-Value: 0.300, SHGC: 0.310 -FOVVN OF,BARNSTAB'tC Above Grade Walls R-21.0 Infiltration Rate Htg: 831 Clg: 831 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters of Mass Lights and Appliance Features 180 State Road Suite 2 upper Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas Sagamore Beach, Ma. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 888-503-2233 Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher(kWh/yr) 260 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) Im A- 7-- DATA�� ENERGY STAR Qualified Homes, Version 3 (Rev. 05) Thermal nnE..ncl�oc•su`re System Rater Che1cklist,. ' ,M/► ireAZdrees: W .. "POPOM%Q+ FrIJ$ "POP U;laI 3.' :s'<;� Cfk Prtf,,t JEPlftf 1 VeFiYta S Will, i." .'ialt5 of::lub.5. _ 3.' :walls«et„•U% ?y gcs - 1C _ 3' ;;k,-(4111 a''.3'I walls - I .. :.t : - _ all:it-:.ar'rf'•=i is - vn'age bald IVI t 31u"r'(r Cot-:!:Ile-, • � - _ yuA; uUte'extrF_' 32 Flo:. 6 �2 G va":•?::few II;fY - - - _ � . 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L"i"1Lr^w3'i3t1L L`e �It _lule Its t.��aLarr. t- -,!Iy Seale:at all?,-�ry1 U 3ait3'te5 5:3.1 L"ticfs a�ie ._• :'vlti a:�•.et spa-zv ie ..a:ht. Ve riles.Ldrr iet'1 !_f •+ai ilii5^: 8C• dw'a i rle rn N 5 a 'ally S,-3.2 n:6E L e 5 ar ^J fLra lfJ °ta1L rJ4 C=vaut a duo tr '1-tU 11 aL d?rJ tZS:�t - n'a is.sleet?U!r.e. r• .�yul•;r.:,luU tr'Ltr. 5';ealr"^er;o�u.N.:...is^-A 5.3.5 !�"tile•"•SLse�aU 3 Clu e31@ r i-1Lt i'�: a`.�U C+3.2f:",yi t5•�fi56EN_U a1:: ed e.'rf 51aIlE l r ' uLes StU(e v r tr E12.u�1ty upe a J tlaEl �d1? _�1.4Q�I�/ \�k 1 '�' JLtY _ f� irk- f i Iti pe'Gvr•Uarr".V --�ss�acmnis,uix�a��t_.. /- - yL%,er - .._._. ._.._ -------- du11t£``I'5pab.1- t_t..:k 8AcC'`F-15z.>. s 911.11 jo 0��13� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION / ?J_3 Map 0,35 Parcel 6 5, Q 5 Application # �� Health Division Date Issued Conservation Division ApplicatiioonoFee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH — Preservation/ Hyannisp�L f 7 6 �'/n� � Project Street Address [g /Jo n&(7 Village Owner ` UGC -r7/n Address �Z3 Aoo e# PeY Telephone "771_ �70 Permit Request o 0. �3) If �� fj/ (4d de- QA,ln%4 A it IrZ4 Square feet: 1 st floor: existing roposed 2nd floor: existing proposed _54 t2_ newAe wiz Zoning District l Flood Plain Groundwater Overlay . Project Valuation 2 ,0� Construction Type- " Lot Size Jr— Grandfathered: ❑Yes ❑ No If yes, attach supporting doentation. 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: A-Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new -` Number of Bedrooms: 12— existing. new Total Room Count (not including baths): existing _�new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: U Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing C(new X,s�iz XO g g g '�Ize _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes YNo If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 11I9<. Telephone Number 5Q 7 / 1" Id W Address �� Ba / License# U(J�(0Is.) zV O 3 Home Improvement Contractor# Email �C r��f/ n . Worker's Compensation # Z&Fdo 7Jg6 o'10 ALL CONSTRUCTION DEBRIS RESULTINVFROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE34�h4? FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: i FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH. FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. I national rid 127 Whites Path South Yarmouth, Ma 02664 March 22, 2016 Angel Moreau 46 Poppenesett Lane To Whom It May Concern: RE: 46 Poponessett Rd., Cotuit MA 02635 This letter is to confirm that we have cut and capped the gas service to the above property for construction. I can be reached directly at 508-760-7434 should there be any further questions. Sincerely, ` Bill Ciocca Gas Sales Support Representative Cape Cod. 03/22/2016 TVE 9! 51 Fax 781 441 8765 f�0p1/0p1 EVE RS=U RC w®6 MOd Mase NSTAR achusetts 02000 ENERGY March 22, 2016 Ward Dunning 43 Poponessett Rd. Cotuit MA 02635 RE: 46 Poponessett Rd., Cotuit MA 02635 Dear Mr. Dunning: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 03/22/16, the electric service to 46 Poponessett Rd., Cotuit MA 02635, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (886) 633-3797. Sincerely, Martin Sullivan New Customer Connects V L OF Ty .r Pam' .r .v .r Istr v_watu re P coTVIT Water Departmertt * FIRE DISTRICT 9 p 1926 9A5b 4300 FALMOUTH ROAD, P.O. BOX 451 OO'eD JUO�91 COTUIT, MASS. 02635 PHONE 508-428-2687 FAX 508-428-7517 March 1, 2016 Ms.Maureen Dunning 43 Popponesset Road Cotuit, MA 02635 Dear Ms. Dunning: This letter serves as confirmation that the water service was turned off at the street and the meter has been disconnected at 46 Popponesset Road in Cotuit as of Tuesday,March 01, 2016. Please give us a call on the morning of the demolition at 508-428-2687 so that we can remove the remaining service connection materials. Sincerely, v Jennifer Leger Office Manager try Home EnergyRatin Certificate Re N umbD g Rating umber Certified Energy Rater Chris Mazzola 46 Poponessett Rating Date 03/25/2016 Cotuit, MA . Rating Ordered For Bayside Builders i Estimate&Annual Energy Cost Use MMBtu - Cost Percent 5 Stars Plus Projected Rating Heating 48.8 $671 35% HERS Index: 65 Cooling 2.5 $137 7% Hot Water 12.6 $160 8% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 17.4 $942 49% General Information _ Photovoltaics -0.0. $ o -0% Conditioned Area 1703 sq. ft. House Type. Single-family detached Service Charges $0 0% Conditioned Volume 17531 cubic ft. Foundation Unconditioned basement Total 81.3 $1909 - 100% . Bedrooms 2 _ _ triterid` Mechanical:'$�/Stel;s FeattireS 20, home meets or exceeds the minimum criteria for the following: 12 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 68.00 CFM25. Ventilation System Exhaust Only: 40 cfm, 6.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Build hg'Shell Features, Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-33.9 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights and Appliance, Features. Sagamore Beach MA 02562 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 4°F(YETp� own of Ba.r astable . Regulatory Se�:.-vices PARNSTt.ELE' ' Thomas F.Geiler,Director YAm �AIF16; Buildlug Division Ton Perry, Building Commissioner 200 Main Steet, Hyannis,MA 02601 www,.town•b arnstable.m.a.us Office; 508-862-4038 Fax: 50.8=790-6230 i Prop etty Ovmc' r Must CoMplete and Sign This Section If Using ABui.der ds Ovmer of the subject property hembyauthori.ze _ Ewldi kric, . toactonmybehalf, in all matters relative to.work authorized'bytlm ui H;TTg permit application for: , (Ad&r-ss of Job) 1 Si of Owner ate Print Name Q:FOF NIS:OwrNBRP'—F A ISSIO'N V6 r BK 132:B9 Pools SP. 871 in QUITCLAIM DEED M N O N 4JWe, Ward W. Dunning of Barnstable (Cotuit) , Massachusetts and Maureen E. Dunning of Barnstable (Cotuit) , Massachusetts, for nominal consideration paid, grant to ,said EO Ward W. Dunning and said Maureen E. Dunning, as Trustees of Ruin the 46 Popponesset. Avenue Realty Trust under a Declaration of Trust dated 1 �.vJ 1" , 2000, and recorded herewith in u Book/3d39 , Page J/o�, with the mailing address of 43 Popponesset Road, Cotuit, Massachusetts 02635 a certain Aparcel of land together with the building (s) thereon .located Nat 46 Popponesset Avenue, Barnstable (Cotuit) , Barnstable County, Massachusetts, said land being more particularly bounded and described as follows: .d , a° Being lots numbered. 211 and 212 on a plan entitled Plan land belonging to Robert T. Fowler showing Cotuit to oHighground", made by 'Bates & Chellman Engineers, July 1, 1926 oand duly recorded at the Barnstable County Registry of Deeds a in Plan Book. 19 Page 143. Said lots are shown on said plan w as bounded, together, as follows : w N v bStarting at the. Southwesterly corner of Lot 211 and Southeasterly .corner of Lot 210 on said plan, at a point in the Northerly line of Popponesset Road, thence running 0 w NORTH 09 30 ' 10" EAST by the Easterly line of said lot 210 a distance of 167.55 feet to a point, being the Northwesterly corner os said Lot 211 and the Northeasterly corner of Lot 210; thence turning and running 1:32:s9 PG:E320 S60 r 1. SOUTHEASTERLY by land now or formerly of the Town of Barnstable 110 feet to a point, being` the. Northeast corner of said Lot 211, and the Northwest corner of Lot 212 on said plan; thence CONTINUING in the same direction by said Towns land 100 feet to a point, being the Northeast corner of Lot 212 and the Northwest corner of Lot 213 on said plan; thence turning and running SOUTHWESTERLY by the Westerly side line of said Lot 213 a distance of 99.28 feet to a point in the Northerly line of said Popponesset Road, said point being the Southeast corner of said Lot 212 and the Southwest corner of Lot 213 ; thence turning and running NORTHWESTERLY AND WESTERLY by the Northerly line of said Popponesset Road and in a slightly curving line, a distance of 75 feet to a point, being the Southwest, corner of- Lot 212 on said plan; thence CONTINUING in the same general direction and along the Northerly line ofsaid Popponesset Road to .a point., being the Southwest corner of Lot 211 and the point of beginning'. Said land is conveyed subject .to, and with the benefit of, all matters of record to the extent the same are in force and applicable. l - 84-1:012:219 PG:B21 56871 For title see deed recorded in Barnstable County Registry of Deeds, Book 7899, Page 273 . Witness our hands and seals this day of 116)11 ,2000 Ward W. Dunning w Maureen E. Dunning COMMONWEALTH OF MASSACHUSETTS Barnstable, so. �1c�G f , 2000 Then personally appeared the above-named Ward W. Dunning and Maureen E. Dunning and acknowledged the foregoing to be their free act and deed, before me, . Notary Pulilic My Commission expires: PA RICK REED Notary Public Cemmonweatth of Massachusetts My Commission Ex ires Augusf 25,2006 BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST BARNSTABIE REGISTRY OF DEEDS JOHN F.MEADE,REGISTER L1 e The Ohio Casualty Insurance Company Mutual. 62 Maple Avenue, Keene, New Hampshire 03431 SURETY BOND Bond#601103223 KNOW ALL MEN BY THESE PRESENTS:That we Bayside Building Company, Inc. PO Box 95 Centerville MA 02632 Street Address City State ZIP Code (Full Name[top line]and Address[bottom line]of Principal) (hereinafter called the Principal)as Principal,and, The Ohio Casualty Insurance Company with principal offices at Keene,New Hampshire(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name[top line]and Address[bottom line]of Obligee) (hereinafter called the Obligee),in the penal sum of Six Hundred Dollars &00 (Dollars)$ 600.00 for the payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a License to Construct a single family home at 46 Poponessett Road Cotuit, MA 02635. 150'frontage for a term beginning on March 23, 2016 and ending on*March 23, 2017 (*strike out if license or permit is for an indefinite term) NOW, THEREFORE, if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto,then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below;but if said license or permit was issued for a specific tenor,and is renewed for one or more specific terms,this bond will be extended to cover such additional term(s)upon the execution by the Surety of a Continuation Certificate,provided such certificate is acceptable to the Obligee. In no event however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten(10) days in advance of its intention to do so. SIGNED, SEALED AND DATED March 23, 2016 ,Bayside Building Company, Inc. By: The � Caasgualty urance Company By: Martha A. Kenney, Attorney-In-Fact S-3853 License or Permit Bond (Unnumbered) POWER OF ATTORNEY The Ohio Casualty Insurance Company Bond Number:601103223 Principal:Bayside Building Company, Inc. Agency Name:DOWLING&O'NEIL INSURANCE AGENCY Obligee:Town of Barnstable Agent Code:200226 Know All Men by These Presents:That The Ohio Casualty Insurance Company,pursuant to the authority granted by Article IV,Section 12 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company, do hereby nominate,constitute and appoint:Kelly C.Bolton,Martha A.Kenney,Robert W.Miller,Mark McCartin,Nancy Soule,Joanne R.Sullivan,Emily Montgomery of Hyannis,Massachusetts its true and lawful agent(s)and attorney(ies)-in-fact,to make,execute,seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS,UNDERTAKINGS,and RECOGNIZANCES,excluding,however,any bond(s)or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of said Company at their administrative offices in Keene,New Hampshire,in their own proper persons.The authority granted hereunder supersedes any previous authority heretofore granted the above named attorney(ies)-in-fad. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of said Company this 18th day of November,2013. �SY INS& QJ?oaPo�TFWW2c+ o = 1919lu 0 ` ZO AM? .da3 David M.Carey,Assistant Secretary STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY On this 18th day of November,2013 before the subscriber,a Notary Public of the State of Pennsylvania,in and for the County of Montgomery,duly commissioned and qualified, came David M.Carey,Assistant Secretary of The Ohio Casualty Insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly swom deposes and says that he is the officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal at the City of Plymouth Meeting, State of Pennsylvania,the day and year first above written. _ /A PA� @dbNg ' COMMONWEALTH OF PENNSYLVANIA \ Notella.Seal of Teresa Pastella.Notary Public t Plymouth Twp.,Montgomery County 1P��YG My Commission Expires March 28,2017 Notary Public in and for County of Montgomery,State of Pennsylvania Member,Pennsylvania Association of Notarlea N<Aw pU0� My Commission expires March 28,2017 This power of attorney is granted under and by authority of Article IV,Section 12 of the By-Laws of The Ohio Casualty Insurance Company,extracts from which read: ARTICLE IV-Officers:Section 12.Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or President may prescribe,shall appoint such attorneys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bond,recognizances and other surety obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of The Ohio Casualty Insurance Company effective on the 15th day of February,2011: VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds,shall be valid and binding upon the company with the same force and effect as though manually affixed. CERTIFICATE I,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Company and the above resolution of their Board of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seal of the Company this 23 day of March 2016 �SY INSl/ e i o�90)? 9y� o :1919 w 0 --� MPg�.aa Gregory W.Davenport,Assistant Secretary r Office 6fr Irs •esvff aietons F Boston,MA 02111 Workers" Conlpeusatfom Insurance Affldaidt: B d�rsiCent actctrs/Iectriclan..s/Flumbers Ap:pHeant i'orma-ffon Please Piet Lezibly Fame (Business/organizadon/I•adi,,idual): X-4R' f Address: P, 07. 36 !; city/State/Zip:C4�— d[�i,V/, U &3-�z, Phone,#1 '�'7� 6 0() Are you an employer?Check the•appr6priatFfam - Type of project(required): 1.❑ I aaia a eMployerl with 4. a general contractor and I 6, jVNewconstmction . employees (full.and/or part tune).* have hired the sub-contractors 2.El am a sdile proprietor or partner- listed on the att a.bhed sheet.I 7. ❑Remodeling ship and have to employees These sub-contractors have 8. ❑ Demolition worldhg for rue in any capacity. workers' comp.insurance. 9. ❑Building addition Ulo workers' comp,insurance 5. ❑ We are a corporation and its required.] off have exercised Their 10.❑Electrical repairs or additions 3.❑ I din a homeowner doing all work: right of exemption p er MGL 11.❑Plumbing repairs or additions ,myself No workers' comp. e. 152, §1(4),and we.have no n-F❑Roof rep=. s insivance required.]t employees.-[No workers' 13.❑ Other comp.insuiance=equired-] *Any applicant that checks boi#1 must also fill out the section below showing their workers'compensation policy infomation: I Homeovtners who,submit his of cl vit indices*g they are doing all work and then hire outside mnh-actbrs mu`.-t submit anew affidavit indicating such. tContractors that check tlris box must attached an additional sheet showing the name of the sub-eontraotors and their workers'comp..policy infomatiom I am an e7nurayer that is.pYaviding ivark-ers'eGmpensadmi iassearanes for any errrpl©yeas. 13eia3v is tFFe policy arid job sire vrv,�oirraacir�n. Lance CormpanyName: Policy#or Self-iris.Lic.#:_ 1 7� 3-7- ZO Expiration Date: AP lob Site Address: 7CP Rat,hPsz Ad _C%ty/Ste/Zip: 6h Y ,/"/f/ Attach a copy of the workers' compensatiam pally declaration}`age(show m a the policy number and er-piratian date). Failure to secure coverage as required order Section 25A of MGL a 152 can lead to the imposition•of criminal penalties of a fine up to$1,500.00 and/or one-year imprison eft; as well as civiil penalties in rIhe form of a STOP WORK ORDER and a fine of irp to$256.0e a day.against raze vdohtor. 36 advised that-a copy ofthis stateluent may be for iXTarded to.the Office of Investigations•of the DIA for insurance coverage verification. I da hereby eert14k- Simature: 3 �a Date: phdlme,T- ". .771 �D F eaftl�t -Do fatxvrive tit Th s area,to be c�v itpletedbyr City vYt6 .17 0jf cla-1.wm: thor y (cis:cle ome): Health 2.Bdflding D�epattraent 3.C tyffe�t-n Clerk 4.EleeCr c=-i L-9l3eCtOY S.PIt11,1_Un-l>�sp�eff—Glr Ca>7t-1--d P'ers en: Phom e : Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy Sub Contractor Effective Date Expiration Effective Date Expiration All Cape Garage Door 508-398-2757 06/01/04 10/07/12 06/01/04 08/01/16 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/01/16 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/01/16 . Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 07/01/16 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 07/01/16 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 10/01/16 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/01/16 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/01/16 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/01/16 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 08/01/16 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 09/01/16 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 10/01/16 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/16 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 11/01/16 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 11/01/16 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 10/01/16 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 09/01/16 f 1 4 r r` Massachusetts Department of Public Safety ' a Board of Building Regulations and Standards - License: CS-005645 �2 Construction Supervisor a ; P, t v M,? BRIAiV T DACE , PO BOX 95 } CENTERVILLE MA 0263�• � G „nn CA— Expiration: Commissioner 04/19/2018 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS 2�p 00, 0-) ^D c.r LOT AREA CONCRETE FOUNDATION 21,857f SF Lu C TOP FOUNDATION = 36.2 cam, 43O A' CL- 6 N 2.9 (D) LL- u , R=398 19 A= 150 . 00 ' POPONESSETT ROAD AS BUILT FOUNDATION PLAN DCE #95-024 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE 46 POPONESSET ROAD LOCATION � COTUIT,MASS. PREPARED FOR: WARD DUNNING SCALE : 1" = 30' DATE : MAY 17, 2016 REFERENCE ASSESS.MAP 35 PCL. 005 tH OF MggS�c HEREBY CERTIFY THAT THE STRUCTURE o`'. DANIEL tiG SHOWN ON THIS PLAN IS LOCATED ON THE A. GROUND AS SHOWN HEREON. OJALA N q No.40980 off 508-362-4541 fax 508 362-9880 �0FE$5`O�F' down cape engineering, inc. _1'i-- �16 su E CIVIL ENGINEERS J LAND SURVEYORS DATE REG. LAND SURVEYOR 939 Main Street — YARMOUTHPORT, MASS. 173-3 /v'� , pcG D ��5 ��r( AWC Guide to Wood Construction in High Wind Areas: 1.10 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 DUNNING RESIDENCE-46 POPONESSETT RD,COTUIT Q Check Compliance 1.1 SCOPE Wind Speed 3-sec.gust).................................................................. ....... P ( 9 ) ..........................................110 mph Q Wind'Exposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ...... 1 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................8<_ 12:12 Q MeanRoof Height ......................................................................(Fig 2)...................................................20 ft <_33' Q BuildingWidth,W...............................................................(Fig'3).................................................. 42 ft 5 80' Q BuildingLength, L ..............................................................(Fig 3)..................................................69 ft 5 80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)..................................................1.75 <_3:1 Q Nominal Height of Tallest Openingz .............................................(Fig 4)..................................................6'-8"5 6'8" Q . 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete:............................................................................................................................... Q ConcreteMasonry.................................................................... ................................................................ N/A 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general .....................:....................(Table 4)............. ...............32 in. N/A. Bolt Spacing from endfjoint of plate .....................:......(Fig 5).........................................12 in.5 6"—12 Q Bolt Embedment—concrete........:...............................:(Fig 5)..................................................7 in.>_7° Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>15" N/A PlateWasher...............................:...............................(Fig 5)............................................... X x 3°x%<° Q 3.1 FLOORS Floor framing member spans checked ..:............................(per 780.CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).....................................................10 ft 5 12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior'Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).......:............................................_ft <_d N/A FloorBracing at Endwalls..............................................:....(Fig 9).................................................................... Q Floor Sheathing Type ........................................................(Per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)...........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...............................8 ft <_ 10' Q Non-Loadbearing walls................................................(Fig'10 and Table 5).............................12 ft _<20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in.<_24"o.c. Q WallStory Offsets ......................................................(Figs 7&8)............................................—ft 5 d N/A- AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7s0 CMx 5301.2.1.01 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)...............................,...........2x6-8 ft 0 in. Q Non-Loadbearing walls..................................... :.........(Table 5)........................................2x6-16 ft 0 in. Q Gable End Wall Bracing' Full Height Endwall Studs..........................:.................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11)............................................. ft_>W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11).......................................:......26 ft_>0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............:................................................. N/A- or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..........................................8 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)...............................................................6 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................3 ft 0 in.<_ 11' Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in.<_11" Q Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................3 ft 6 in.<_12' Q Sill Plate Spans..........................................................(Table 9)..........................................3 ft 0 in.<_12" N/A Full Height Studs(no. of studs)....................................(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'-8"<6'8" Q SheathingType..............................................(note 4).........................................................WSP Q Edge Nail Spacing ) ..............3 in. Q 9 P 9.....:...............:...................(fable 10 or note 4 if less ...:........... Field Nail Spacing..........................................(Table 10).....................................................12 in. Q: Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................34% Q 5%Additional Sheathing for Wall with Opening>68"(Design Concepts)..................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2...... ..............................................................6'-8"s 6'8" Q SheathingType.............. ...............................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 11 or note 4 if.less)..............................3 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).....:................................... Percent Full-Height Sheathing.......................(Table 11)..................................................:...13% Q 5%Additional Sheathing for Wall with,Opening>6'8"(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................:................ ................................................................ Q i AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=303 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear...............................................(Table 12)................................................S=77 plf Q Ridge Strap Connections,if collar ties not used per page 21... '_ 9 P P P 9 (Table 13)................................T= plf. N/A Gable Rake Outlooker..................... ................... (Figure 20).............. ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)...........................................................8d 0 , 46 POPONESSETT RD, COTUIT MEETS THIS CHECKLIST IN ITS ENTIRETY THEREFORE THE r OLLOWING NOTE APPLIES: Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are'not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 , c. Uplift Straps per Figure 14` d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b - 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii., On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d vi. staggered at 3 inches on center per figures below Vertical and Horizontal Nailing for Panel Attachment . a AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 -MIEN THIS EDGE REM ON RMING USE W NAILS ATSbr- ii 11 11 1 it II 11 1 11 11 11 , 11 1t 11 - ! 11 11 11 1 N 1.1 11 11 1 1 11 Il 1 7 11 II N 1 II 11 N,r 1 a ii ii a - It 1Y !1 tl 1 Z 4L - Ir � 11 11 It II III :1 1.1 n - 11 - It 11 Ir lu 1 a, a II J /t 1 Ir 1 11 Q II it 1 V I/ f1 h II li ll 7 - 11 {� u 1 ? n IN, 1 n MAIL$PA IN PANEiE_ _ �� v See Detail-on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7ao C>R 5301.2.1.1)1 N Op . Q 1 1 1 1 +1 1 1 !1 1 1 a la !I li { 1 FRANUNG MEMBERS I 1 1 EDGE 6DIAT£ "'i I I F 7 Z 1 1 I STAGGERED 3r MM�L MAIL PATTERN 2 PANEL PANE!EDGE / � DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing ' for Panel Attachment I I JOB t • SHEET NO. OF �+��+IV�T TAYLOR DESIGN CALCULATED BY T L CHECKED BY 44-Po Po tJ 6 SS6�i ` LP- �IT . SCALE . .. .. ._. ..... F_ it o.............. �40 3c�...�5 ..... .. `n.�t..vU l. e f-�l�. .... SG. �. .. P. ....... ..... .............. ....... :. .. ... ... STG" ._ �0 oo. p'� . tK •� .... AS% .. Q•ct� 5-r�wc.-.-w.... p. 3G. /4"'ta a-3Z�- rr.. k,..k .�re.-0r wCT ..... ...... �i 7 77 r ._ . . .. �. � .FQK �r�C-f . . . �. 4'-JM�' 00 O .QS.:., ............ .. .. .. ._ Qo FiR.A.w� ..N ........... ..... .... !7. . fr . .. Gc ..... tA F S pn.-.J ................'rc ._ t Z �"t.. ... . . ... ..... .. 5...4LE�7 'Dtwae�, -'g, 8��2'P�' �t . !-tr4rwa ...,. a.. _. F. o►N'C.......?a 1 ? 00 -------------- .... V7 _ .. tz �.T4 .: . ... ++ r_ .._ . Wr f _ ............ S F . C)t . 14 4? S..P_ ... t.'7 s,J= L�iq ._ �3'`ly t9z> 47'9� Pc- 4 ... ...................... F L , �4.0 At� . �._ 3 L V C _g C.. ......... ._ ...... ........ ...._. ...... SHEET NO. OF .TAYLOR DESIGN CALCULATED BY Gr T DATE CHECKED BY DATE ��o�CD'F�Ow�Ei�SG�T f�+• L_401gTL�t'r , 1� SCALE .................'. ................... ... ... C? .A..rL.�ro, Ib+'r r t G .... L ._LowA-+O Vie..'p5�= . 2�$ ... eo ... . g ............ ............ ..... .. RSA.l t2t .. .... ti � c.c. Pc, s .. - _ P. .................. . c... C'�z_��R.p .. " . ... 3�Z° > ........... �' wgv tt� c�t_A. Z 0 o u T 3 k 3.tc t240-11 : �wt?A.tti.ow._=1n�' ca�ta o^h C•rt �y.._..._CA.70,�rC4,Y t... momo p'S FF o. C-�rere►.TS . ._ ................._ ka. .... 4..co F'T• r �i ��►us. ' ,...tZ CZ --._2.G...4 k .-- R.. 140tC3c+�d-- 315 P� .. .... J ....._. JOB i W S AA6.ce sty • SHEET NO. 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F o 7420 Na F ,e a , p II__ ,9 �f p C N VO `�,�ovoi S ?2p'o6 2 2 �39sQ d C 4 2 5 0 0 N � �� ' 1 r 1� •_ SMOKE DETECTORS REVIEWED AR T BL U OT EU PT, DATE t�• V DATE xj 12 ED FOR PERMITTING ~ r. e LLI q7r== , NEN 0 1 - 1 1 _ 1 LU 1�1 FRONT ELEVATION Cn ^ SCALE: 1/4" = I'-0"ZZ ~ �s r� s-- - " - w * Z Q \ #} l�i� Iltill 111' t#tt111+1 Ifttj11.1 ttti1�I a++r�1 t�;t: LU HH _Q (Y ® ® t # f tD � to ## ( i +'jl(ff t 1 'il' t„_i:lli,1, 7 t: k ►� Q O Z � Q w > L wJ oho ® w a U _ �9 a I I o I f 1 ,l "'—'Z ------ ---_T_- FROST WALL ) l J l J U ) J l SHEET -L-1-------1-1-- --1- -L--- - ---- L� - Al ________- -- L=J-------L=J-------— — L—J -- L�J REAR ELEVATION SCALE: 114" = 1'-0" JOB: 1601 DRAWN BY: KN DATE: 2/22/16 12 ae • u x � ~ w w 1 1i mT ~ 111 # ;11; I #- f� . # p r1.1h;.t-a1I,; _.,,;�,,.,.i..,,.t,r }s1t,.....i.a.a: i..i I I I ® w I I I I pp u I I I I I I FROST WALL ----------------------------- $ 12 RIGHT ELEVATION SCALE: 1/4" = 1'-0" W U Ll wp Q fY W H Z Itl,;.t sit If, W Q #. iltl ti# j II }l� l... f11 Z W j Z Z fi 11 0 t Z DtLI 1 � �ild�Ill flt'11 fL QUO w W U I I — I I � I I O l � l SHEET I � I I L_J L-J ---- -------� -- -- - - - -----------------------------------------------� LEFTA2- ELEVATION JOB: 1601 DRAWN BY: KN SCALE: 1/4" = I'-0" DATE: 2/22/16 5'-1 1/2" 5'-8" 13'-q 1/2" 6'-4n ........................................................ ......................... .................................................._........._ • _............................__.._..__....._I SUNROOM STEPS 18'xi4' TOG DE ...................................................................... .................._.............._..................... 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SI L 30 /8" x 46 7/8" '- n BATN 15'-8" 29'-2" 13'-0" 36 1/2'x 21" 11 2 TILE 6' ISLAND N v 2'_I 1/4" ----- 2'-O" 2Q 2Q 27"[7D • 1 _ i" M12'-4" v 12'-4" ) I'-2" . 3'-q,' � " 5'-3 I/2" 12'-0 I/2" m I'-q 1/4" 3/ scuEE55 I 2Q 2Q 2- 2� PARA d=AM (2) 14" LVL PARAA,4M 4 TW 2436 LAUNDRY 2 4_ 30 /8' x 46 7/5" TILE ' i STRUCTURAL RIDG� �2 14" LVL- -_CLOSET�� PANTRY DESK ry PAPA LAM III III ABOVE 4x4 II ¢ - _ PARALAM RIDGE ABOVE PARALAM V -- _- 14'-0° CATHEDRALI= ® FLA 2Q 2Q 2 O1 `r — III E)INING III FILING 3'-6" 4'_7" 4'-I1° r OAK-- W-4 1/2" "_ III III BATH 'PULL DOVSN PAINT 31 III TILE ANSI 5 co I ST IRS I GRADE o 72" A.F.F. SI L - III III 3'-10 v2' o in VE 32 CA 2Q III IIIO n 36 1/2'x 21' o 6 N q'-O° CEILING v TW 2436 L _J :III III OFFICE/DEN _g " i 1 � 30 /B° x 46 7/8" 10'-6° 10'-6" -- -FLAT T "III [tt CARPET lV Q -- i \ i RANSOM Z Q CEILING DN III'I' ABOV£ - °-- to 0 F'. e'-4Ul�- MUDROOM 39 _ III AN 451 S ° III \ B 'IT T-IFl V Q TILE :2fi III 53 3/8° x 21 III w® Q /� 2 ___. m ��q-I/2' LVL 41D�i _ __.____. -_ (� Lu N 1" Y ENTRY Z CONTRACTION JOINT CLOSET C) CUT CLT Z N Q N 3 1/2" LALLY COLUMN -- -- m m 5'-1 I " r- r- Lu J _—_—_—_— N ; 1 Q Z z 1_— IL —_—_—_—_ WI2x22 STEEL ABO E ---- Z j x x x D (L STORAGE ABOVE n 40 PSF v m Q GARAGE m CONCRETE SLAB 'n x x ~ w V n = PITCH TOWARD DOOR 2$ y- cy 9 LITE h m 5'-5 7/5" 5'-11 7/5" 5'-2" i to 7'x9' O.H. DOOR 7'xq' O.H. DOOR 5NEET CONCRETE APRON 11 LVL HDR SEE DETAIL 9'-O" -4' 11'-5 3/4" II'-6 1/4" q'-0" 4'-3" 6'-6" 41_3" 22--0" 32--0" 15'-0" JOB: 1601 DRAWN BY: KW DATE: 2/22/16 25'-2" 14'-0" -——————————————— • le'-o^ x 14'-0° I ISM DECK 2-2x10 GIRDER I I w 14'-0" x 12'-0" GALo METALTPOST ANCWJ 0 R o O I 28° SONOOOT FOOTING Tyr. I 'Q III �? r+ '-------------r, �-------------J o o °o I a n � x I Vx I � x _ n n 32'_I0n 0. `° m I 15'_6" 3 14i_0n I 3 61-8" • R_OP D _ TO_SLAB cv FROS ——— ——————————— T WALL ----- --' — -- --——————— ————— - -- —�—--;x-E------- �6SUDWALL 2x6 STUDWALL PED CONC. FROST WALL 8V8NC. --- I I WALL o 3 BELOW I - o I _ABOVE_-J I M FULL BASEMENT o 0 r z° 1 I 3Q r w w EAD OFF n N 3 1/2" CONCRETE SLAB n ° N I 2x10 JOISTS ® 6 MIL VAPOR RETARDER = ® J I I AND INFILL W/ I i DR P T.O.F] �� 2x6 JOISTS To 41 -01 7 n.. I 7-10' -6 I/ 5-3 12' 5'-3 I/2" 6-I1 5-3 5'-5 7-8 POINT 3Q LOAD I 11'-2 1/4" 14'-8 1/4" _ POINT LOAD OINT LOAD INT LOAD DINT LOA*, INT LOAD 3-2x12 - -- - a �------ ~--- ------------ "• OINT LOAD 3 1/2 DIA. STEEL COL. TYP. 36°x36°xl2" _ =. CONIC. PAD O TW 2432 30 I/8" x 40 /8" � r � Lu I I _ 1 1T C U � a'-q° WALLS DROP T SLAS `9 uJ Q 1 GARAGE 1 I _ ® tb"x10" CONT. FOOTING -$ PROST LL—r'!' Q I - BELOW .3' 4° CONCRETE SLAB1-------------- — ..; 1 � ,. I 1 -.:•.^..-r- ------ = 111 -------------------- --J - lw W .,4. Q — — °' �, •at..$ l+) V FA... '�%' ,.'A •6�: y'rj-••, i ii•'�:i✓�f.N:j.'cy �V I a 1" EARLY ENTRY Y 1 — -- ----------------- l'f Q Z SAN CUT kI CONTRACTION JOINT v Z W Q L----------- Z ZO IL LALLY LALL ;. BASE PLATE BASE PLATE ~ ———— ————— LID- r- 1 z 1 1 m y^ NOTE: (� O m 5/8" ANCHOR BOLTS o (L O CONCRETE STEP WALL EMBEDDED 7" ' U "DROP 12' FROM SPACED 32 O.G. _ 5'-2' i TOP OF FOUNDATION 12" FROM CORNERS V DROP 10" @ DOOR I I WASHERS 3"x3"xl/4" .y 8"x3'-9" CONCRETE 2 16"x10" CONT. FOOT NG DROP 10" @ D R I FOUNDA710N PLAN I pl 1 �r L----------- ---------- I I m SCALE: 1/4" = 1'-0" —————————— —————————— 5 EET '-3' q'-3° 1'-O' gi_3n i_3i A 4 22'-0" I1'-6" 20'-6" 15'-O" JOB: 1601 DRAWN BY: KW DATE: 2/22/16 ~ w w I�1 BLOCKING W-0"O.C. IN FIRST TWO RAFTER BAYS FROM GABLE WALL RIGID WIND WASH BARRIER REQUIRED AT EXTERIOR EDGE OF EXTERIOR WAL TOP PLATE RIDGE VENT (2) 14° LVL STRUCTURAL RIDGE BOARD w Cl. ?�/O 5/6" GDX PLY. SHEATHING BO s R38 INSULATION ASPHALT SHINGLES w BUILD-OVER 12 e @ s 6e VALLEYS B� M.�O Oc 12 a4 2XI2 2x8's 16°O.G. E ZxlO DORMER RAFTERS "FOATING DORMER" � TWIVRALAN 451 S CEILINGS, A 451 x 21' AINTAIN AIR SPAG 4x4 14'-0" LIVING / DINING 3'-0" PARALA ql-O MASTER SUITE ATTIC PU TO q'-0' BEDROOMS CONT. VENTING DRIP EDGE RIDGE ix FASCIA Tyl Ix4 SECOND MEMBER O 2x8 a ® 16 O.G. Ij ALUMINUM GUTTERS AND DOWN SPOUTS FRIEZE BOARD AND MOULDINGS t ix3 STRAPPING "HURRICANE CLIP" 1/2" GYP. BOARD FASTENERS AT ALL RAFTER / TOP PLATE JUNCTIONS TYP. n I SUNROOM K1124EN 2x6 EXT. STUDS 0 24' O.C. R21 F.G. INSULATION I/2° PLYWOOD SHEATHING TYVEK WRAP (OR EQUAL) 3/4" OSS SUBFLOOR I CEDAR CLAPBOARDS IN FRONT W.G. SHINGLES SIDE 4 REAR P.T. 2X6 SILL + SILL SEAL Lu PT 2x10's ® 16"O.G. 2x10'e @ I 2 G INSULATION ANCHOR AT 32" O.G. U Q 3-2xI2 GIRT Q 3 I/2° STEEL COLUMNS i _ - - 11.I I I Q N BASEMENTLLI 6 6 1I- � W 3 1/2' CONCRETE SLABI DAMP PROOF BELOW GRADE z w U ZOO D 0— D .I I CONCRETE FROST WALL '30", QCL0 1 l 14'-0" - 26'-011 W --1 CROSS SECTION `t SCALE: I/4" I'-O" SHEET A 5 JOB: 1601 DRAWN BY: KW DATE: 2/22/16 N EXTEND HDR TO CORNER2x6 DEL TOP PLATE j RAFTER @ 16" O.C. FULL HGT. STUDS ' r^ JACK STUD r■Fi^^I NAIL TOP PLATE TO BTM OF HDR APPLY SIMPSON IMSTAIB CONNECTOR ° o H2.5 @ EA. RAFTER n O w/ 2 Rows OF 16d NAILS ON THE INSIDE FACE OF HEADER TO EACH JACK STUD to +/ J STRUCTURAL PANEL HEADER ° v TOP PLATE NAILED ad COMMON CONTINUOUS HEADER °o > ob @ 3" O.C. EDGE AND FIELD CORNER TO CORNER /ry; OVER MULTIPLE OPENINGS W O DOOR TRIMMER STUDS RAFTER TO PLATE CONNECTION ^^® SCALE: N.T.S. ~ U IL 2- 5/B" ANCHOR BOLT5 w 11 \\ o w/ 3"x3" PLATE WASHERS II �¢; V EACH NARROW WALL SECTION `11 im II O SHEAR WALL COMPLIANCE: DOUBLE RON = *" STAGGER NAILIN - i T I W= 34% OF EACH WALL RUN INTO BOTH PLATES W ar VERTICAL SHEATHING WITH 2x6 DBL TOP PLATE U) 1� 8d NAILS 3" EDGE/12" FIELD (4)16d NAILS PER FT BOTTOM PLATE - L- 13% OF EACH WALL RUN VERTICAL SHEATHING WITH -- - - 8d NAILS 3" EDGE/12" FIELD -- (4)16d NAILS PER FT BOTTOM PLATE VERTICAL STRUCTURAL PANEL O NAILED ad COMMON 0 C. EDGE NARROW WALL BRACING AT GARAGE DOOR AND IV IN FIELD0 SCALE: N.T.S. VERTICAL - -- DOUBLE ROW STRUCTURAL PANELS _ - STAGGER NAILIN - BREAK ON SECOND FLOOR - INTO BOTH PLATES RIM JOIST _ 2x6 DBL TOP PLATE - - vLu p -t Q SECOND FLOOR VERTICAL - - - - VERTICAL LU Q Q STRUCTURAL PANEL STRUCTURAL PANEL - _ NAILED 5d COMMON - NAILED Bd COMMON - -- -- @ 3" O.C. EDGE - @ 3" O.C. EDGE AND 12" IN FIELD e - _ AND 12" IN FIELD Z Z r D (LLIA U DOUBLE ROW DOUBLE ROW r STAGGER NAILIN - m- - = STAGGER NAILIN - - - INTO BOX AND SILL - INTO BOX AND SILL II II `III - 1I I I `III `III �\ W\ SHEET II II it it OFULL HEIGHT SHEATHING -SINGLE FLOOR ®FULL I-IEIGNT SHEATHING -I"IULTI FLOOR SCALE: N.T.S. SCALE: N.7.5. JOB: 1601 DRAWN BY: KW DATE: 2/22/16 N a 5-1.1/2"p 5'_8" 13'_q.1- B'_4" 18-0„ - 5._2" 6._8. m jq'-p• SLIDING --- - --- i C WINDOWS Q� Ln ABOVIESWKALL in S ----- TO G _ ^ W N _ SUNROOM ° 18'x14' 4 Q � C 4 x m a IL 4 14'x12' W !n �N- U7 � W x x —x x --- - O y V O 3060 4K - x x......_.... DOOR - 0 Sill �� 56 I -I •I. (3J_A=: 11 1/B"LVL HDR i0 GYRBLE�Sc. ALCOVE TUB r- J I DW�- -'l F.- .. ~ . 3Q r 4 0) In SEE FRAMING•. - - I FLAT I 1W-(7 CATHEDRAL 1B" 9'-O"GEILING �p ~� O -033uNG 15 M B OO a10 m I LIVING — BEDROOM#2 �f KITGFfEN .. 1 TIA1. MBATH.R 26 QIQ OAK I. OAK O. ss�z_ c.aRPEr -��' '72"AF.F.51LL �. �l TILE 11'- 5'-8" I 6 ISLAND I -2 13'-0' 11 36 1/2'x 21' m^T Z Q < 2'-1 1/4", I ''- - - - - - - -I ie• 6Im ^� Fq Fo ��•--., I .1 I _ - - - (?J 9 1/2"LVLNDR -. 12. 2' ��. :✓ 3e 3'-8' 5'-3-/�" I ry 1'-9 °'� '-8 3%4' jl ♦ccF� I (2J 11'1/B'LVL G FIN E �. N E �„'"„� - ® t i 03 qo"cEaJNG ¢ ¢ v ¢ 6 2¢ I4x4 axa " CIE t ==- _-Y = 4 ARCHITECTURAL . a73 36 2 2 2 2- P (y 14'LVL - P 4 A__,___, N tl1 .D _ 10 1 •_ 'f/8" - �T�DRY. y. c(�V-._ DESK1115TRUG,vRAL RIDGE iii -—- _ " D E S 1, G N 4X4: W 141_LVL _Gd-OSET _4x4_ O PANTRY III _ _ .4x4 > RIDGE.ABOJE PARALAM ry P III 14'-0'CATHEDRAL. II j Ft.a 2 26 _ III DINING III°a EI�G-- fV V-41/2" 3'�" 4,_1d 4' fT7 - r i 42 vaAl1 III OAK III B 4TH 508.420.129E . (FULL DOWt4 - PANT i - - _ - - - _ - .III _ IAA - TILE ANSI 5 8 WEST BAY ROAD STAIRS I GRADE � i y r OSTERVILLE,MA III,I FRAMING 1 III T2'AF-F.SILL 1 CAP I TYPICAL OF I 3'-10 1/2' 4 02655 . U1 I ABOVE - FIRIE30 14 b f� - 'N 561/2'x 21' . Q _ I I - RATED _ i R15ER5 2 III I TRANSOM I III T m 9'-O'GEILUIG - rIII I DORMERS III v > OFFIGE/DEN GEILAT ; - -III I. I I II m _CARPET fV 10'-b' 10'-6" IIII TRAN50M 1111 B'-4 1/2" MUDROOM DN I4�--�E T[LE 30 n AN 4515 W (tl III 53 51W X 21" {(�� µ /'� 2k v 26 J-9 III II v Q Z Q 3 1/2°Lf�J r`�•JL 4.-0" 4,-0., 4.-0" -- III C3J 9 1%2'WL HDR II iV Q LY Q W12x22 5TEEL ABOVE FLU5H CLOSET CLOSET r W W W ,n Z N 1'EARLY ENTRY 5'-1 1/2 I(1 SAW GUT . - CONTRACTION JOINT - - - - N K Z Z. 5TORAGE ABOVE x _ x _ x _ Z 0 CON . 4 PITCH TOWARD DOOR e1 v m r v 4W 9 LIE - 5'-1 5/4" - nWE. - in Tx4 O.H.DOOR lX9'O.H.DOOR ----- - -- EET CONCRETE APRON -(3)11-I/8"LV H L DR ///(� �3 SEE DETAIL 1'-4" p-4• 1'-4" - 1P_6. 11'-6" 9'-O•. 4,�, 6,_6.. 4,_3•. 15.-0" JOB: 1606 DRAWN BY: KW DATE: 3118/16 N t2)PT 2xt0 wM�olsrs TYP. r 1 N (2)FT 2x10 RIM J019T5 TYP. I ; SUNRoom D GK 2-2x10&kvai � ` ' Q 6X4 P.T.POST / 3 O 14'-0"x 7Y-O" GALV.METAL POST ANCHOR iPT a! W 12"BI&,F TIT F PIER. - \ 1 (7J�8°DIA LAG BOLT CONNEGTORs 16 oG ~~ W Q 2B°BI6.FOOi FOOTING TYP. 4 - METAL JOIST HANGERS EACH END 1v F� Z I ty PT 2x10 RIM JOISTS TYP. W X x p X X W 0 'J - - - - - - - - - - 32-10 -- - - - - - - -- - - - 1s - - - - - - - - - - - - -4 - - - - -e--a- - - M a 0 DROP TO SLAB q r Y.1 Q - - - - - - - BECAYY L — — — — — — - - - — - - - — — = O r ' I u r ,� II I rii Za i -c1 - - - - - -- ia- - - - - - - - --,- - - - - - - - - - - -- - - - - - - - 1 - - - - - - - - - I w (n ~ 2x65TUDWALL .. 2x6.5TUDY4ALL — Q '.. �. .. yl .GUw3LE55,��I (fl ABOVE PEP R.O. GONG.FrT WALL I I SHOWS' 40".GON YV G, ALL BELOW 0 I 16 J b o FULL BASEMENT o o I 3Q D r } Z .HEAD OFF 3 1/2"CONCRETE SLAB b I 1 .1 1 2x10 JOISTS ®.. - 6 MIL VAPOR RETARER c•1 ® 2 zy I I Q AND INFILL YV/ - T m I I ImM 0 TA F I .2x6 JOISTS W i. . 1. T-10" 3'-6 1/2" 5-3 1/2" 6-3 /2" 6'-11° .5'-3" 5'-5". �._8"' I 1 1 n LOAD OAD 1 1 POINT LOAD POINT LOA0 � POINT LOAD PONT LOAD PONT LOAD DROP TO-SLAB I�, F I N E L I N E 1 i L Pr� $BF� I - I ARCHITECTURAL . . /I 1 / \� DESIGN B��—.gam— I r . I• ; //I \\�.\\�� I% /// I \I 1��\�J I�\\\ \I PKT I .o L I� N IFn I POINT LOAD S 1/2"Ptk 508.420.1296 STEEL COL TYP. 4 8 WEST BAY ROAD I I I I ab x36"x1Y I OSTERVILLE,MA ` I 11 coNG.FAD Q I 02655 I ..1 1 GARAGE m ® 1exlo-9GONT oorlNG I I 1 4'CONCRETE SLAB, 1 i - J 1 f-' I W i I U t- - - - - - - - - - - - - - - - - - Z O I I IBM BMI- J I ry w fl[ _ _ — t 1 .; 18 1"EARLY ENTRY 8" I - - - - - - - - - - - - - - - I. SAW GUT I 1 I g I I CONTRACTION JOINT I 1 •st - LLI W LALLY 1 BASE PLATE BASE PLATET •' T, x V W . NOTE: — I 5 5"ANCHOR BOLTS Z Q a PADE`2"R "wLL g CONCRETE 12"FROM CAE 522"O.G. I I TOP OF FOUNOA nON 12"FROM CORNERS v 1 DROP 10"0 DOOR I 1 � WA5HERS 3"x5"x1/4" _ O ... �•.i, I I 8"x3-9"GONGREfE WALL I i 16"x10"CONT.FOOTIN DROP 10"0 DOOR 1 I FOUNDATION FLAN ,z 1 L- - - - - - - - -- - - I 1 m SCALE:1/4"=V-0 EET 1'-0. 201-6. 64-0" JOB: 1606 . - DRAWN BY: KW DATE: 3/18/16 T - N C� Ut0 N O l in Wj V .JJ js Z � � I� W O ii Z 1..1 U .. : N FIRST TWO GR 4a .c., 4l O . BAYS FROM GABLE WALL Im O RIGID WIND WASH BARRIER REQUIRED - n . - AT EXTERIOR EDGE OF.EXT0210R WALL U) . TOP PLATE Q n . RIDGE VENT 0 (2).14"LVL STRUCTURAL RIDGE BOARD W `60(/ '? - - 5/5'GDX.FLY.SHEATHING s®\` R38 IN5UTATION ASPHALT SHINGLES T m w BVILD-0VER 12. ,rpm®.G'fre® o 2x12 I f I I I ll l 2xa s 16'O e. 1 1 I a 2X10 DORMER RAFTERS � m = 4X6 POST. �\ 'FOATING DORMER" IL _ AN 4515. I LATH CEILINGS: 53 3_/a'x 21" NTAM AIR SPACE 4X4 1W-O' JVN&/DINING - 4-0" ASTER.SUITE- 3 .. ATTIC P P—A 4-0" EJROOMS. GONT.VENTING DRIP EDGE AGE IXa FASGA F I N E L I N E TYR ,X4 SECOND MEMBER 1- 2Xa'9 016 o.c. ALUMINUM 6urrez5 AND DOWN sPour5 ARCHITECTURAL (3).2x8 - _ FREZP BOARD AND MOULDINGS `—,x3 STRAPPING 4 "SIMPSON H25 D E S I G N 1/2-GYP.BOARD FASTENERS AT ALL RAFTER/TOP PLATE JUNCTIONS TYP. SUNROOM KITCHEN PINING I 2x6 EXT.STUDS®24"O.G. 4 d ? I R21 F.G.INSULATION 508.420M96 1/2"PLYWOOD SHEATHING TYVEK WRAP(OR EQUAL) - 8 WEST BAY ROAD I CEDAR CLAP50ARD5 M FRONT OSTERVILLE,MA 3/4"-055 SUBFLOOR. _ I W.G.5HINGLES SIDE 4 REAR 02655. . P.T.2X6 SILL•SILL SEAL . . PT(2)2x10 PT 2X10's®161O.G. - 2X70'S 016'D.G. R3a JNSULATON ANGHOR AT 32"O.C. 9-2X12 GIRT. NOTE. 31/2"STEEL.GOWMNS 5/0"ANCHOR BOLTS . . I. .. EMBEDDED.T" - PT(2)2x10 .. I - SPACED 32"O.G. W BASEMENT I 12'FROM CORNERS, Z �. WASHER5 3"X3'X1/4• - W Q 3 1/2"CONCRETE SLAB I 5'X V r GONG.WALLS DAMP PROOF BELOW GRADE. POST Pr(2)6%6 TYP LIJ W. Z CONNECTOR I F- ZZ - I 1CONCRETE FROST WALL Z �-B0 Z U 14'-0 ' ' 2&-0" .: d CRO55 SECTION a Z � L� SHEET .. JOB: 1606 DRAWN BY: KW DATE 3/18-6 t f I U In . EXTEND HDR TO CORNER } .2X6 VEIL TOP PLATE .. .. RAFTER®16"O.G. Q FULL.H&T.STUDS JACK STUD T- - `. W J(vjl Lo NAIL TOP PLATE APPLY 51MP50N MSTA15 CONNECTOR 00 H2.5 0 EA.RAFTER I��I ", n Vil 2 ROTM 05F pF>6A HEyLs ON THE IN51DE FACE OF HEADER' N _ ®3"O.G. ;: TO EACH JACK STUD 0 `o . STRUCTURAL PANEL HEADER- o TOP PLATE Q W . - - NAILED ad COMMON CONTINUOUS HEADER ®3'O.G.EDGEAND FIELD t .CORNER TO CORNS �Z X. OVER MULTIPLE OPENIN65 AIM DOOR TRIMMER.STUDS L 0 Im 2 RAFTER TO PLATE GONNEGTION 0 O `\ \ SCALE N.TS: 7 2-5/H°.ANGHOR,BOLT5 - II \.. .. (n IS W/3"X3"PLATE WASHERS Irs . EACH NARROW WALL SECTION I; th �y SMEAR WALL COMPLIANCE DOUBLE ROW STA6692 NALNG m W W W= 34%OF EACH ALL RUN. INTO BOTH PLATES VERTICAL SHEATHING WITH 2X0 DEL TOP PLATE Q Z 5d NAILS 3"EDOE/12 FIELD S { (4)16d NAILS PER FT BOTTOM PLATE' m M L= 13%OF EACH WALL RUN FY ICI a VERTICAL 5HEATHIN6 WITH Sd NAILS 5"EDGE/12"FIELD, z a (4)16d NALL5 PER FT BOTTOM PLATE a I r 1AER STRUCTURAL FAKE ' F 1 N E L I N E NAILED 8d COMMON _®V O.G.EDGE ARCHITECTURAL _ - ONARROW WALL BRACING AT GARAGE DOOR AND 12•N FELD 1 SCALE N.T.S. E S I G N. - - - ; 508.420.1296 8 WEST BAY ROAD vm-ncAL OSTERVILLE,:MA DOUBLE R0N9 STRUCTURAL PANELS .� = i. 02655 - STAGGER NALN6 BREAK ON SECOND FLOOR _INTO BOTH PLATES - RIM JOIST E^ X acb D8L TOP PLATE - t .. a 5EGOND FLOOR O _ R.IMJOIST W �- VERT1GAL VERnGAL STRUCTURAL PANEL - 5TRUCTURAL PANEL Q NAILED 8d COMMON' ''a _ NAILED Bd COMMON Y- ®3"O.G.ED6E i - - ®3"O.G.EDGE L k v," `n AND 12"N FIELD J - • AND 12"IN FELDa v U F• . ,�� _a Z U 'c - Q OOL a DOUBLE ROY'1 W DOUBLE ROW W STAGGER NALN6I I t ''� 5TA66FR HALING qI I INTO BOX AND SILL s,„ INTO BOX AND SILL , h I II � II � j. /• li 1 EST tit` II II 11 II OFULL HEIGHT SHEATHING -51NOLE FLOOR OFULL HEIGHT SHEATHING -MULTI FLOOR -SCALE:N.T.S. SCALE:N.T5. JOB: 1608 DRAWN BY: KW DATE: 3/18/16 N _ V N O N z L ^ w Q 2 _ n Z ; � in 0: OD OWE Z .. Jw - _ Im im WcT A � eo cam Ml m M 0� O FRONT ELEVATION im a SCALE:1/4"=1'-0" FINE LINE ARCHITECTURAL, DESIGN 508:420.1296 8 WEST BAY ROAD _ OSTERVILLE,MA 02655 IFF Ql R]lffl HH1 L �I Q Ww Z zZ Lu o a T e I I , — Q I FFCOST WALL ' I SHEEP �i ) '� _ _ _ - Al REAR ELEVATION SCALE:1/4"=1'-0" JOB: 1606 DRAWN BY: KW DATE: 3116/16 � N 72 U N 4e � V _J L.I O W to II Z i..l W XX I U Q ' J m d O OD F w I L- - - J Z I I i O I i i I I IL FINE LINE I FFZ1051TM`'LL I 4 I I i I ARCHITECTURAL - - DESIGN ep RIGHT ELE\)/ATION 508.420.1296 5GALE:1/4'=T-0" 8 WEST BAY ROAD OSTERVILLE,MA 02655 W �j- Lll ZU, Q ° o � I I I i I SHEET I Q I I a J l J I a I I d2 I , I . L— - � _ _ - - - - - _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ LEFT ELEVATION 1606 DRAWN BY: KW sr-ALE:1/4"=T-O" DATE: 311B116 I� - - __ I ____ . - - _. - __ __ - --- ___ _________ ____._ - , - - ---1- __ - __ ---------------�....... _.___ __ _____ - 11 - - .1-1 .1 -_ � � I . 11 -- -- � I I � - � -- . I I . . . I I- . - -____ _________ ______ __ - . I I I .1 I I I I I I . _ I � I . _________ __ ________.___ - .---. -_____- �------- � -------___ ,- -_.___ � � � I I I I � . � I I I --------------------- - - I I I I I � I . I . I 11 1: . 'I'll . . I � . I I I I . I I I I � I 1. � _.t _____ I -- _-___ . I I I I I I I I I I . � . I � I . . . � � - . I I I I I I I I . . . .I I I . : I I � I I �_j I 11 . . I I... I 11 I . I I . I I � . � I I . I . I .. . � I � � � I I . I I . . . , I I. I . I . I I I I I . I I I I. I 1. : ... I � . - I . 1....� I -........ .......", . ....I . . . - . I I I I I . '' .. . . I I I I I . . � I -. .... I.. I I . I . � � I NOTES - 1- I I . . � � � I � 1�) .1 I I I .11 .1 . � . I � I I 11 I I . .11 ...I � . I LEGEN D .1 I I I SYSTEM . : DESIGN: . 11 � I . I I � . I I I I I � SYSTEM �� PROFILE ALL.SYSTEM COMPONENTS SHALL BE , I . � :, . � I � . I -, . �� . - I _00/ � I I I I I � . . MARKED WITH MAGNETIC TAPE OR � , I I I I � i � � . I . . I . , � I � � �I . I I .1 I . I I I I I St. 11.1 -� . �.� I I . I - I I . . . I I .1 . COMPARABLE MEANS FOR FUTURE LOCATION. � 1. DATUM IS NAVD88 � I � ...I . I _....'..99 .- � . EXISTING ,CONTOUR , I I I . I I I I . I . I . � I I 11 I . (NOT TO SCALE) . I � . I I � . I I I � 11 . . � I I . I I , cotuit I I .1 I - I � I I I .� . I . - . . . I I I I I� I I I I �I I I . I I � � .. � . I .1 � . I I I . . . I I I I . I . I...I I I I 11- . � I . . I I I . � . I I 1. 1 5' ., � I I . 1.1. . I I I I �. :. � I I � � . GARBAGE DISPOSER IS NOT ALLOWED I � . . I . . I . 1, - ACCESS COVERS.TO WITHIN 6* OF FIN. GRAUE I . CONCRETE COVERS To WITHIN 3" GRADE � . . I / 11 I . I � . I �- I � _ I .. . . I I I � � . I . I I . I I . I I . - ...I . �. . . .. I � � I . 2* PEASTONE OR GEOTEXTILE . � 2. MUNICIPAL WATER IS EXISTING - I I I I I I � I I � X -09-1 :EXIST. SPOT ELEV. I I L I . 11 I I I I . I �:1, � I I I I I I I I . I I � I I I , Bay I I - . . - � I I . . I . � � . . � , TOP FOUND.. EL, 36.0' 1 . I I I 1. I I 11.1 I I I I I I I I � FILTER FABRIC OVER STONE I. . � 1 � I ... � I � � I� � I . I . . I I I I � I I I I - I . . � I I I . �. I � I � . . I I � I I - , � - � 1. I 1 . - I,� I. I I. . I I I . I . I I � I " . � 1 "7 1. I . I � I . I . I �, . . I � I I I - I -1 I � I � I I I 1, . . � I . . . .. . I I . . . -1 1 ,.3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. � � I I - I OOM DWELLING . . ,�.-1 i . 2 67.0 i I � .I I I. I . . � . I . I . . . 1 . 1 I � -[99] PROPOSED_.CONTOUR � I � 11 I . I I I � F 'OVER OVER PRECAST � I . : .... -26.0 1 � I � I.- , Locus I . . � ,� � - I . I . I I I I � , 12% SLOPE REQUIRED OVER:SYSTEM 124.0' 1 � . I � 1. 11 I � I I I � . � I 11 -, - I . . 11, I I I I . � � : : � I I 11 ;": : . I - I -11 I I I . � I - I . I �.� - . I � . � I .. I 1. I I I .1 I I I I ,DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD I I . � I . w� . I -� I I I. I I I .. � I I . I I . I I I . I � BLOCKS OR. L . . I I I 1 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS . I \ � sl�ell ..... / I i I I �� 1 ('98. L. , I. I . ,�, 1, , , ... . I I I I I �', . PRECAST H-10 NOTE: HIN..WALL THICKNESS 2" 1 � PRECAST RISERS I I I . -L . � 1 � � � err . " 6"'g, , . . .. �� . .I I I . , I I . .1 I I I I I I I I . .. I RISERS (TYP.) I . I I - I 11 . . I � TO BE AASHO H Q , 11 . I . .. I . . I .1 I . � � I . �. I . . � 1 . . 1 . I I � / 191: - .. I . - . . . I I . USE A 330� GPD DESIGN FLOW 11 . I .. � I I . '.1. - . .1 . 2-10 � .� .- . . I - 4"OSCH40 PVC , I I I I . : I I I I I I . I . I I . I . I . . � I I : I .. � . I I . . . I I � MORTAR ALL I I 1. � � I TH1 � . .I I I I � . � I . - . � . INVERT IN 22.27' 1 1 � .. . . . - . .1 I.. � I . I � I . .� I I I I . � . I � . I I I I � -"t- I . I. .... . I I i PIPES LEVEL 1ST 2' 4'- 1 4-1 1 . � I. I � . 5. PIPE JOINTS TO BE MADE WATERTIGHT. I I � . I � A/U// -_ . I I I � I I I . I , p I � I I ....... I . � � .� � I TEST HOLE I I� I I . . I � I I � � I� I I �I 11 1; - I I � I I NDS I I I .. - �SIDEs 23.1 � � I I .. I . I I . I I . ......... 0 -_ I � I I . � I I - � (TYP.) I I . I � . I . -- . I . . -_ I : �E..I I ,,. .I...... 1, ,,/,�� I... I .. . .1 �_,."r_..., I I . . f'.. I . I I I I.. . - I � , I . � 1 . . -, I . I I I I I I I I I I . I .' . I ...�: * j , 10- 1500 GAL H-10 1 T___E I -1 �:: - b - .1 '. -Z�0�0-0 I � I I I I 11 i� ''I � I I . I . ;"\\23.41' - I ; . . � .� , ,*':,.1 , . / . I . . I . .I I. .. .. . . I I = I . I I .. 1 4 -,I,,"" 1 & CONSTRUCTION ,DETAILS TO BE IN ACCORDANCE NTH I . I ; � SEPTIC - 330 GPD (2) 660 1 . - 3 6, :4 t. - I I � _f� �� , 11 . 111 . - I �. TANK, � - � � . , �; . It . ... � - . E ��a , � I . . I , , . � I . 11 . , 11 � I 10-n-r-n-m � ."O"'0i .1 . 310 CMR 15000 (TITLE 5.) . I I I I I-0- e� I � I � . I � � . I �. ::. .. ��110 0 . " I � � .1 ...I . I I . I I . I . . 11 6" MIN. ) �0`0 I . . I . I /�/ � . I . I I � . I I I I I� � . ��I I 1, . � 1 1 � 11 . . .11 10.0.11 I � I 11 I � I � .. I � . I I I - * � 110 I � I � I � . . . � . I I I . USE A 1500 GAL. .. I I .. I SUMP ��. -.1 . 0 1 . I . I SEPTIC TANK I I .. � N � .,000�0 . I I I I I I I I ,..,. CA� BAFFLE.'.,' � 11!0951?11 1 12" MIW I T. DIM , 0 10 I S K ONLY AND NOT TO I , I * ,i,�-,,,.'o�...-.. 10""o, � I I I UTILITY POLE I I I . I I I . 11 . I *: � . I . t- � I 1.�� . I I I . I I . I I I I . ._._ . . I. I I 11 .. 0 , 0100 , � I 11 I .11 -"Q-) : I . . . . . � PRO -9,21m,"m"MIN � , . I � �: .. Z/- SLOPE Or GROUND . . I . I I 11� � I 11 11 I . , I I . � .... 2 .0 " TEE SEPTIC TANK TEE # � , I__ I I . I I I . __ I. ,=1 IRON 0, N mi . 0�101001 7. THIS PLAN IS FOR PROPO ED' WOR ' : : I I I � � I I . - . I � I . I � � I I . : 4' LIQ. LEVEL. (ACME.OR�EQ .1 ; . I I cso?� I I BE USED FOR LOT LINE:STAKING OR ANY OTHER . I � � I . " � I . � . I �. � UAL).', I - . I I . � I � . I I I . I . I . . � . ,. I I I �LEACHING: I " -,0 I 4, �;;, 22.5 .. I �_ 20.27' RP I . I . I I � F,-�- -.� I , ,&�*4�: _ ,�!.l .jj WATERTEST D'bOX :. � 11 I I I I I �I I . �q I I I . I I I I I I I I I 1:1,��,!:.;. , t. .4 , U ., I I I Y � , FIRE HYDRANT . .. . I . I I � � .�'o 5 4)0- I I I . . I I I 1. 1 : .1 I I I I I I I I I � � a 000 FOR LEVELNESS . � � I I . 1, I I � I . . 1 ,- I 11: . . . 11 � I � . I I I 0,0 0 0 0? � - : I -10 500 GAL, LEACHING C I . � . I � SIDES: -� , I � . I " 1'. . . ? 0a000 : , I � � LH R EQUAL, I 11 I 0 a -*. �:.-` . HAW3ERS BY ACME PRECAST 0 1 - � I . 2 (25 12..83) :2 (.7 4) �6 11 2 GPD . � � I . . . I ,0. . I I 1 3/4"-1-1/2- DOUBLE WASHED.STONE 4' MIN. I I I I I I I I 1-1 11 I I : I[I kom�kof�ALL,SYMBOLS MAY APPLA�RA�WINQ I . � . I . . I I � I I . 8. PIPE FCR SEPTIC SYSTEM,TO SCH.. 40-4" PVC. � % � - I I I I I I..,1. . . I I - I 11 . � I I 1 (2) UNITS REQUIRED , I I I 1: I . I I I , I �. � I � � . . - . . I .. � I I I . � .: I . I � , 1 : .I . I . ALL AROUND PRECAST...STRUCTURES ., � . � . . I .. I I � . . - I. I I � . . .. 11 .. I � ...I . I I .. . I 7 I. I . � BOTTOM 25 x. 12.83 :(.74) = 237 GPD � : . .1 . . � � � I ' _ . � I I - 11 I � I I I .1 I . . - . Nantucket : I I I . I . I .. I . I I I 6,",,,C,RUSHED:STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12AV 1 1 119. .COMPONENTS NOT TO BE�BACKFILLED OR CONCEALED � � 1_ I � , I I I I . I I I I � I I I I � � .1 11 . I � I I I I I �. � .1 .1 . . I I I 11 � I I I I I �COMPACTION. (15.221 [1]) � I I � I I � I . r, I . I . I I Sound! , - I I . 11 . I . . I . . I I I . I I I I . I I I 'C� WITHOUT INSPECTION BY BOARD OF HEALTH AND . - I I I . I � � . . .. 11 I I I I. I 1 11472 S.F� 349 GPD '� � I I I . I . I I I . I . . to . . - - _____ �� .: . .. I � . �� I I I I TOTAL: �I - � I . � . I I I I . I � I . . PERMISSION OBTAINED FROM BOARD OF HEALTH. . � I � I : I � I � I . . L . � I . I . I I � I � I � - I I � I , I I I � . I � � � I I � - I I � I I � I I . 1. I . .1 � I .1 . I I I I . I cLL% SLOPE) � I � (--i-% SLOPE) I I � I (--i-% SLOPE) I . .11 . - .- . � I I I I . I � I . . I I � I I � I � I I I I I � � I .1 I I I I � .. � , 1. . .. I 11 � 1. I . . � � I I : :: MIN. � I . I I I 1. � 1 � � USE (2) :500 GAL. .LEACHING �CHAMBERS (ACME OR EQUAL) I I I I I � I I I I �� __ . � LEAC.H I ING I . , � I I �. 107 CONTRACTOR SHALL BE RESPONSIBLE FOR .CALLING ' I � I I - .I I 1 � I . . � I . � . I I . . . � I I 11 �, � . . FOUNDATION 14' � SEPTIC TANK 27' D' BOX - 12' TH-1 I DIGSAFE (1-888-344-7233)..AND VERIFYING.-T'HE I I ... . 11 11 I . I � I I � 15.0' BOTTOM . I � I . � I 11 I I �I, � I I I I I I WITH 4 I I , � �. I I � I . � I FACILITY UN � LOCATION OF ALLUN AD UTILITIES � I LOCUS -MAP � . . 1.11 I I � . . 11 I �. I I I . I I 11 I . � I I I I I I � I I . I I I I . I I . ENT .0 � I I I I I 11 : I I � . I IF WORK. I I I I I I I ., I � I I � � I I I I I . .1 I I i I � . . . I I I . I � : � . I I 11 � I I � . I . I - I I . I � . I I I I I I . I . I I � I � I : � I � I . I � I . I ''I I � . I I � . . I . I . I . 11 I .. � I . : . . � I NOT TO SCALE . . I I . 1. � I I I . �. I . I � � . . I . . . I � � . I I I . I � I . I . 11. ANY.UNSUITABL N OUNTERED SHALL BE . I . I . I . � I I � *THE INS I � E MATERIAL E C . � I I � . I . I . . I � - I . I . . � I TALLER SHALL VERIFY, THE I 11 I I I I � I I � � I I I I � I � � I I I I �� I 11 I . . . � . 11 . I I . � I I I. I REMOVED 5' BENEATH AND AROUND THE PROPOSED � I � � . I I . . I .. . �, � I I . 1 .1 I � I I � . I � I . I ,� I LOCATIONS OF.*ALL UTILITIES AND ALL I I I I I I I 11 � � .1 . I I I � I I . I I ' . .I 1. I . .11 I I . , . � I 11 I � � I I . . � . LEACHING FACILITY � I � I � - - 11 ., . . I I . I I I I I I . . 1 I I 1. I I I 1. 11 . BUILDING SEWER. OUTLETS AND , I � I � � .. . I I I � . I � I . I 11 . . 1 11 I � 11 11 I . . I I . I . 11 . I I I I , I 11 I I I I I I I I I I � . . � I - 1 . - I I . . 11 . I . � I I � I � I I � I I I . I 11 . . . . I . I .I I . � I 1, � � . . . � . - . . � . I 1. I � I . � . I I � I . �I . .ELEVATIONS PRIOR TO INSTALLING ANY., . . . 1. I � . 1. . � I � I I . i 11 I I I � �,� 11 I I . � � � . I I I � 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND I I I I i � � ,, . . I I I I . . I I . . I I � I � � � � � .1 � I I I . . I I 1 . � I � I I I I I �, . I 1 I I I . I I . I I I I I I � I . 1. I I I I I . I . . I I � � I . I I I I I PORTION OF SEPTIC SYSTEM . REMOVED OR PUMPED AND FILLED WITH .CLEAN SAND. I . I . � 1. I . . I . � I I � I I 1. - . I I I I I I I . . � I I . 11 I I � I I I I . � . I � . I I � . . . . . I ... I 11 . �. � . 1. I I I I I I . I . I I I I � I I I I I I I I I . 1. I . I I. .: 11.11, - I I I . I � I � I � I . . . I I � I : . I � I I � I . 11 I. I � I � � . I � I . I . � . I . � I . � I� I . I I . . � , I I I � I � I - I . � � � I I � - , I . I I I I I . � I � � I : . � . I I I I I . I I � � � � I � I � � � � � I I I I I I . I I I � � I I . I I � . I I 1. I I I . 1 . . I I I I I . I I � I I � . I . . I , I I I � I I I � I I � . . I I � � . . I I - I I I � � I � � � I I I I I I I � I I I . I 1. � I I I � I I . . � � . I . . � � .1 � .1 . I . I I . I . I - I I � I I I I . I I I 11 �, I 1. . - I .1 I I I � . . I . I I I � - . I . I 1 : � � .� - � � I .1 . . � I � I I I I . . . � I I . . I I I ...� � I I . I .. I � � , I � � � I . I I I I I . � . I I � I . . I I � I � I I .: � � I I I I � . I I I I � . . - I I I I I - I I I . � I I :SUMMARY . I . I I � . � � I 11 I I I I 1 . . � I 1 . I . 1, I - � '. .�, - . I . I I I i � I I I I I I � I I ZONING . � � I I I � . I I 1. I I I I I � I . I I � I . . I � I I I I I . I . 1, � I . I � I I I I I . . 1. I � I I I I I I I I I I I . . I I I � I � I I I I ., . . I I I I . - . .. .. I I I I . . I � I I I I I I I I .. - . . ,. I I . I I : I I I I . I I I I 1 . I I � �. . . . I I I � . I . , I I I . � 1.11 I I � I I I .. 11 I . . . . . ! I 11 � . . I I . . � . I � . . : I 11 � � I � I I - . I . ZONING DISTRICT: RF RESIDENTIAL DISTRICT � I � . I I � I . I . I I � � � . . � � I I I I I . 1: . 1 I . I I . . I I . I � . I I I I I I � � � . I � I I . � . � I 11 I � �� I � . I I I I � I I I . I I I I I I . I � I I � � I I � � I I I � . � . . I I . I I I I . I - I 11 . � . . . I I . � I � . I 11 � I � � I - I I I I � - I I I . I I I . � . I � � REQUIRED EXISTING PROPOSED 11 I I - I - . I . I I � I I I I � I I . . . I . . . I . I I I I .. � . - . . I � I � . � . I . I 1. . . . I I � I . 11 � � I .. . � I � . . � I I � I 11 . I I . � I I I . I I . MIN. LOT SIZE , 1 43,560 S.F. 21,857 S.F. �21,857 S.F. I : I � I I � I � I I � . � I � . � I . . � . I � � � 1.1.11, � I I 11 � I � I I I . I . : I I � I I I � I I . I � I I . . .. - I i � I � I . I � I I . . � I MIN. LOT FRONTAGE 150' 150' 150' 1 1. I - I I . I I I I . 1. I I I I I � I 11 I � . I I I .� I I I � I I � . I , I 11 I I I I I I I � I I I . � I I I I . � 11 � . � I . � � I � . I . I ,� ''I . .� I . .11 I � 1. .� I . . I � . . 11 I ., ''I I . 1. I . .1 I . I I I . I I I I - . I' ll. I I .. . .� I I . . . � � I I I I I � MIN. FRONT SETBACK , � 30' 26.9' 33.3' 1 � . �. I. . I . .. � I I . I I I . . I 11 I � . I I I . I I � I I . I .� I 11 I I I I I I I . . I .1 I � . 1. I .1� . . 1. I.. �� . � � � . I I I � . I I I I I .� - � I I � . � � I I I 1. 7 . I I I I I.. I I � I . � I I . � . I . . I I � I MIN. SIDE SETBACK 15' 1 1 57.4' . 22.8' 1 .1. I I. ., I 1 - . ��, . � - I 1� I . I � I 11 .1 � 11 . 11 I I I I � � � . , I � I I I I I I I I .� . I . 1 . I I I I I . . 11 I. I I � . I � I . � . . I I I I I I I I � � � I I : . 11 1. I I I I . . . I I 1 I � I I I . � . � I I I I I I � I � I I I I I I I I 1, 1 53.6' . I 11 ... I I I � � ,% � I . I I . I I I�� I I I . � . I � � � � . I . � . I . � MIN. REAR SETBACK , 15' .36.1' ... � �I I . I . I . I � I I I. I I I I I I I . . I . 1. �� - � . I I I I I . I I �. I I I I . . � I . I � - ; I I I I . I I I � . � I I � I . . � I . . . 11 I . . I I I � � I. . I I I I � I 11 I . I - .1 I I � . 11, . I . I . I I .. I I . I � I I . MAX. BUILDING HEIGHT 30' 1 .< 30'� 1 < 30' - I - . I . . I I I � � . 11 . . . I I . . . I I � I I . . I I I I . I .11 . 11 11 . I., I . I I I I . I I I . I .. I I I I .1 � I � . � . I . . I . . � . I I � . I 1. . I I . 1. I I I I � I I I . . . � - �. .1 � I I I � � j I I . � I . � . . � � . I IF CONSIDERED RAZE & .REPLACE I I I I I - : - � - . . I . . . I . I I � . . � � I I � I... I I I . I I I PROVIDE .45'.OF. 40 MIL LINER AT 5' . I I .. � I . I . I . I � � I I I � . I 11 � I I .. � � �. � � � � � i . . I I I 11 . � I I I I I . � I I � . I � � I .11 .I-:I I I .11 I I I . I I = . � I � OFF SAS IN AREA SHOWN. TOP AT:, . I I I I I I I 1 . I : I I � I � I I � .. EAGE INCLUDING DECKS 12.8% < 20% OKI I I I . I. � I I I I. I .1 11 1210 I 11 -_ I I . . . . . I I I I 11 . I I , DING BASEMENT & GARAGE. = 18.6% < 20% C � I I . . � I I I .. ELEV.. j, BOTTOM AT EIL.:19.0'± -1 . I I I . I I I I I I I I I I . . . I I I . I . I I I I - . . . TEST; . .-HOLE-t'!O' .GS I I PROPOSED F.A.R. INCLU I I I . .. 1-1- I � � � I . . I \ I � - I _� I 1, \� , . - '. . I \ I I - � ''.. I . � I - I . 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I� . � I . I . . - � I i� � . I I _N I '� : �, \ 11. . � 11 ,�)� , I I . I . I . I . I . I � I I 1� � �"i� :. X\ ;�.A �I ,� ( . I �. �i � I I I � "'" \ ." � I\, \ " 0 \, 11, 1.111� I I . I � I � � I . � I . I I I I � � . I � . I Yy,., -11 - � '-\ - I I I . . I . I . I 11 I � . I i I I I , " \ ,� , _�, TH..2 _ 1� i . . , - \1 I � I I I . I I I . . I I , - I i �\,",\I �/-� 1, I I I I I i I I I . I . � I . . I , I 'k \ /. I 11 I . I I , � I I I . I *11 . . � . . . I - . . � � I � . . I I I I . I . I . . I � I I I . � - I I . � ELEV. . ELEV. I . ! . ,� �., \, -,\.� 11 \� ,p 06, 1 , I", \ . "", � I �� . . ELEVc , � � . � . . I . I . I I I I . . 11 I I � . . I . . . \ \ �,,,. I - � - . I I REFERENCES � ;�,N _\ �, I I ,� I . . . . . I � I - I I I . . �,);,. " " ".1? \ ,\ -L,.\ / " . I � .. i�" �. . I-, � 1_� \1'_1 I I 1 0$0 1 w . w I I . I . I I � I i I I I I \,� \I 1, ,_�_) \ Lp L ., .1 ��,, I I I) . . \�_- � __\ t I I I I ET3 I I I I .. I . 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