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0284 POPONESSETT ROAD
-V I�oL ti i i r Town of Barnstable Building PostThisrCard So That itis Visible From.-the�Street SA „roved Qlans,Must be Retained on,-lob and this Card.;Must be,Kept„ F . A[SY.E' �� ' `� �..,a �B n -°rde r s pp r`,a i -', �:" � '.a A � �` ✓�» `�" "� �63a PostedsUntil Final Inspection Has ee a F -. �. Permit Where a.Certificate of Occupancy is Requ fed,such Bwldmg shall Not be Occupied until a Flnal Inspection has been made Permit No. B-18-492 Applicant Name: PHILLIP M VOLLMER Approvals Date Issued: 02/20/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 08/20/2018 Foundation: Location: 284 POPONESSETT ROAD,COTUIT Map/Lot. 019 061 Zoning District: RF Sheathing: �661 , P Owner on Record: FOGARTY,SEAN P&JENNIFER ` Contractor Na a MARK VOLLMER Framing:It . ,• _ ,, ,. '1. , & l Address: 284 POPONESSETT ROAD f Contractor Licensee109558 �' ' 4. 2 Cell ��3��0 i< COTUIT, MA 02635 E Est Protect Cost: $85,000.00 Chimney: Description: REBUILD EXISTING PORCH FOR NEW KITCHEN ADD MUDROOM, Permit Fee: $483.50 _ Q� BACK ENTRY RENOVATE DINING AREA ND RENOVATE Insulation: �g F Fee Paitl: $483.50 Project Review Req: � Date� 2/20/2018 Final 21S Plumbing/Gas k Rough Plumbing: . �� , Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six&mo the after:issuance. All work authorized by this permit shall conform to the approved appl anon and theapproved construction documents for wh this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonmgg,,IJO ws and,codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. ." a� � Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and':�ire Off gals are provided on this'permit. Minimum of Five Call Inspections Required for All Construction Work. O � Service: 1.laundation or Footing Rough: 2.Sheathing Inspection „- , •'„ ••- ,� 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: �p 7HE t �. .Application Number...... ........�:.£,)...�........ ........ w - > , : Fc Fp MASS. �, Ge Permit Fee.......................................Other Fee........................ 9<b,� T®wN ��2018 TotalFee Paid......................................... . .................. ...... TOWN OF BARNSTABLE �F Permit Approval by..(�Ab..................On.a.-.3.0.-(8 BUILDING PERMIT .. .............Parcel.....0(,0.(Map............... ........................ APPLICATION Section 1 — Owner's Information and Project Location Project Address CAK V c V-V Village Owners Name St,&A G C)C.,1(`�l Owners Legal Address__ Po1lS City L State . Zip Owners Cell# _ , S E-mail -3�'A eJ5"l �O(o (2 Section 2— Structural Use Y/Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Section 3 —Type of Permit ❑ New Construction ❑ Move%Relocate ❑ Accessory Structure ❑, Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ ' Sprinkler System _ [fJ Addition ❑- _Retaiijiligwall -- -_❑ ,_Solar_--- Renovation. ❑ Pool. ❑ Insulation Other—Specify Section 4 Work Description - - T.ActlintigtP..& 1,)nRnoi7 Application Number................. .................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project Age of Structure Dig Safe Number j #Of Bedrooms Existing Total# Of Bedrooms (proposed) - - 11-0--MP-H_W--ind-Zone_Compliance Method MA Checklist ❑ WFCM Checklist ❑ Design i- Section 6—Project Specifics (Wiring ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing Gas ❑ Fire Suppression ElHeating System ElMasonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal Von Siteg pr Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility:: I am using a crane ElL�Yes No .QQ._l s Section 7—Flood Zone Flood Zone.Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units(on site) Setbacks Front Yard t Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? Yes No s RESeheck Softwaire Version 4.6.2 l i r1 of ti ' Project Vollmer & Sons Construction Energy Code: 2015'IECC Location: Cotuit Massachusetts Construction Type: Single-family Project Type: NeW ConstruGfion Orientation: Bldg. faces 0:deg,. from:North: Conditioned Floor Area; .704 ft2 Glazing Area 6% Climate Zone.:: 5 (6137 HIM) . Permit Dater Permit Number: Construction Site: Owner/Agent- Designer/Contractor: Fogarty Residence Vollmer&Son Construction Colony Insulation, Inc' 284 Poponessett Road; PO BOX 64 28 Jonathan Bourne Drive Cotuit',. . A 02635 ` Cotuit,MA 02635 Pocasset, MA:02559 Compliance:1.2%Better Than Code Envelope Assemblies Ceiling 1:Cathedral_Ceiling 352 3$'.0 0:0 0.027 10 Wall is Wood Frame,.16"Of.. 96 20.0 0.0 '0:059 5 Orientation::Front: Window 1:Wood Frame DoObie Pane with Low-E 8 0.2$0 2 SHGC:0,50 Orientation:-Front: Wall'2:Wood Frame,.16"o.c. 3o0 2.0;d. 6.0 0.659. .11 Orientations Back Door'1:Solid 20 0:280 6 Orientatiom Back Wall.3i Wood Frame .16."o c. 224 -20.0 0:0 0:059. 12 Orientation::Lefh side _. Window 2:Wood Frame:Double Pane with Low-E 28 0 280 8 SHGC:6 50' Orientation:Left side Wall 4:Wood Frame,16"o.c. 64 20.0 0:0 0.050 4 Orientation`.':Right side Floor li:.Al,I Wood joist(Truss:Over Unc6hdltioned'Space, 352 30.0: :0.0• 0.0.13 .12 Project Title:Volimer&Sons:Constructiop; Repoit;date-.. 02114/.18 Data filename:\\COL0NY1\5erver Documents\CQ :ONY\Vollmer-2-;14-18-FOgRes=2$:4PopnsstRd-Cot.:eck Page 1 of. 9' Compliance.Statement:; The:proposed building'design described here is:consistent with the.building plans;specifications and other calculations submitted with the permit application The proposed buUdir� ,has been designed t5ie�t the 2015 IECC:require.enerits in REscheck Version 4.6426to comply with the mandatory require eslisd in the IZESch ck Inspection Ch klist: _ Name,Title:.— a' e-',_ U V, Date } i{ f ' III Project Title:Vollmer&Sons Construction Report d..ate:; '02/14/1$ Data rfilename:.\\COLO:NYI\Server Documents\COLoNY\Vollmer-2 1:4-18-F0gRes-284Popnsstkd-Cot:rck Pa;ge:2 of 9 RESQ eck. Software: Version 4.6.2 InSPection Checklist Energy Code: 2015 I€CC Requirements: 0.0%were addressed directly"in the:RESctieck software: Text in the"Comments/Assumptions" column is provided:by the,.user in the REScheck Requirements screen..F&each. requirement, the user certifies that"a code..requirement will be met and how that-.is documented;..or that'an'exception is being claimed. Where.cornpl[ance is itemized in a separate table, a reference to that:table is:provided.:: }ctton y # Pre inspection/Pa ;Revievu [�Iaitsyerlfieci FieFcizyertifl�d' Cumpfies, 'IammenUs s p P Vaiue �yy J� q to ri guns '$. 1d` Sf A�2M Q�LIc t 1`1 'M.�. �(t t `M F 1 103.11 Constructiondrawin s and Wg r; aides `' Complies 10 i2 cumentation demonstrate �D.oes Not V ...� a r�= [ ) energy code:compliance forthe � � �.�- I building envelope.Thermal £ �� nh ;' �� ❑Not Observable 1.11 envelo ere resented on 3 � , ❑Not:Applicabie p n'documents. construcdo � j � 1� ;aDo spNo[ 103 1, Construction drawings and:` s �) _ 103.2; -documentation demonstrate &=u i3� 3! l= n � y❑ H 403.7 energy code:compliancefor �G,. : �z ) � =:F [PR3)1 ,lighting antl mechanieal.s stems r � y`If;lr"�� ° � u j❑Not Observable Systems serving multiple � � iiuTs t s,ny ( ;0Not Applicable ; v �'7gtss«'r rer Yd. -k �¢ w3 , • - dwelling units must demonstrate �� compliance with the IECC � � : = Commercial Provisions. Heating and cooling equipment is Heating:; Heating: ❑Complies 403 t,tr ,xsized per ACCA Manual 5'based Btu/hr_ Btu/hr ❑Does Not :on loads calculated`per ACCA Cooling: Cooling: zManual j orother methods ❑Not Observable Btu/hr.. Btu/hr• 'l Yapproved•by the code official: ❑NoE Applicable ; Additional Comments/Assumptions: i Ll High-Im pact(Tier l) _ Mediumampact(Tier 2) 3, Low Impact(Tier3j. 711 Project Title;Vollmer&Sons Construction Report date : ;D2/14/18 Data filename; \\COLONYI\Server Documents\COLONY\V.ollmer-2-14;18 FOQRes-284PopnsstRd-Cot.rck Pa,ge'3 of 9 t "'sw� ....—O�r��� ryA protective covering�s installed,to ❑Complies; 1=07,1,Iz }^protect exposed exterior insulatiort �ODoes Not and exterids'a minimum of 6 in below :ONot ObservaEile a Not Applicable. Applicable.:; b3 Snow=and ice,meltln`g system controls OGompIies: �FO72,j ;installed. �Does:Not a ' 'ONot'Observa6te ONot Applicable Additional Comments/Ass.umptlons: i { i s I 1 Ifi g pact(Tier 1) Meal m:Impact(Tier 2), ;iLow Impact(Tier 3).. Project Title: Vollmer&Sons Gonstpuction Report d"ate: 02/14/18. Data filename:\\COLONYI\Servetpocuments\COLONY\Vollmer-2=14-18-,FOgRes;284PopnsstRd-Cot.tek Page 4 of 9. & iiec{li3 ° y ] tee a V�fn Cote fili+asbYftnentf�ssairfptconS 402 1 1 s oor U fa U- ❑Complies See the Enuelope,Assembfies 402,3:4 ;table For values: (FIR111i 'Does Not ` ;❑Not Observable ; `:. ❑Not:Applicable 402.1:1 Glazing Ufaetor'(area-weighted U U ❑Complies See the EnveopeAssernblies 402.3;1 average).. ❑Do.es Not table:for values. 402.3:3 402.3.6, ❑Not Observable 402.5 ❑Not A.pplicable [FR211 303.1.3 U-factors of fenestration roducts; N a I ffE p II 5 Complies [FR4)1 are determined in accordance k � Does Not with the.NFRC test ptocedure.or RII �ix I , ,taken from the"default table;, ❑Not Obseruakile ❑Not Applicable . 402 4,1 1 Air barrier and thermal barrier �r ��� � ❑ [FR2311, installed per manufacturers t� �� � Complies C ,� ❑Does Not '4s insEriictions: r i ii ❑Nat Observable - z r ❑Not Applicable 402 4 3: . ite but � I �YCom lies"Fenestration.that isnot s [FR20]I is listed and labeled as meeting ❑Does Not 2 e AAMA JWDMA/CSA 10:1/I S 2/A440 � yea i ' or has infiltration rates per NFRC y ��9` r "..,[]Not Observable ` 400 That do not exceed code Not,Applicable 4 limits. A r ss.tz4. ii i#02,4 Ij IC rated recessed IighNng fixtures , ( , , , t' « f'rX +❑Complies (F (ax sealed at housinglintenor finish ' n �4 ' xs f❑Does.Not r 9leakage at 75 Pa. s � '� ` " Not Observable e `� '�� ❑Not•APPlicable 4053 :All ducts in_unconditioned spaces R-_ R Complies CFR25:j1' or outsidethe.building envelope C1Doi s:Not, are insulated to>_R-6. I '[].Not Observable ❑Not Applicable 403 3 3 5 Building cavities are:not used as plies: lies r s [FR15] ducts or plenums.- 3;QDoes-Not - EI, ;, ', �h��1 .4 )��� ❑Not gb servat)l e I?d ' �❑NotA Iicable 403;4s'' S .HVAC piping conveying fluids R °: R ❑Complies., (FR17j ,.above 105 9F or.chilled fluids' ❑Does Not: r r below.55 4F are.insulated to>R 3; ❑Not.Observable ,ts` •tip , ❑Not Applicable 403 4.1. Protection ofinsulation on HVAC ��'`€; ' � £ ❑Complies (FR24]l. piping. Does Not Not Observable , ❑Not Applicable 40r� Automatic.or::gravitydampers:are, y �5 � 1 ❑Corripiles E>R39i� installed on all outdoor airWz � ,4 !, m w-lntakes and exhausts. � � � 1� ❑Does-Not ❑Not Observable❑ , 4 1 l.. NOtAppllCabl,e Additional Comments/Assumptions 1 High.'Impact(Tier 1) ,. I,2, Medium Impact(Tier 2) Low Impact:(Tier 3): e Project Title-,:Vollmer&Sons.Construction, m Report.d.ate. 02y14L1.`8 Data 41 KOLONYI\server Documents\COLONY\Vollmer-2-14-18-FOgRe"s=284PopnsstRd=Cot:rck Page 5 of 9 $eCt10tY - n: .7s - y$ra - g � rn as� � - e �� nsi�latio ns eztwq 1i t; 'lns Veite�l h��elci verirrlgcl Re �E6t17p1fi257*Zr ✓rQD ktYfel�153/pS�5S7FTl.p��1011nS yXll_installed.insulation is labeled C � ' j Q � �� 74'�� L, z a2'�k7 {zriys Cbmphes: [IN137 P 1'or the installed R-values Does Not �n} £;provided _ { log 1-. QNot Observable 'x-i r f E y. »/'n ssl Y`w ,,. '. ❑Not Applica.bl.e r: 402.1.1 'Floor insulation R-value. R-_ R '❑Complies See the•Envelope.Assem6ues 402.2:6 Q.Wood ;Q Wood: ❑Does Not; 'table for values. [lN1]1 Q..Steel Q Steel> 'Mot Observable ; ❑Not AppUcatile 303.2, Floor insulation Installed e[ I r 4r ° , za ~T p . Complies 402.2.7 manufacturers instructions and s s, � 0 4' tIN2 1 in substantial contact with the Does Not ) ] underside of the subfloor,orfiloor1 [,❑Not Observable !framing cavity insulation is in rx�S i `sb x# ❑Not:Applicalle contact with the tops side of. � u ��a} •� �� sheathing :or continuous � ` insulation is installed on the ai underside of floor,framing and °r N 'extends from the bottom to the top )fallperimeter:floorframing '�_. :.members, a ,. : s4)gdl � 4021:1 Wall insulation R-value If,this is a R= I,R '❑Complies See the.EnvelopeAssem&u 402;2.5 mass wall with at least 1/z of the Wood` ;' �. ' -" 'table for values'. 402:2.6 wall insulation on the:wall Q' Q Wood ❑Does Not Q Mass iQ ❑Not Observable[IN3]l :exterior,the exterior insulation Mass 3requirement applies(FR10). Q Steef Q Steel '❑Not:Applicable , 303,.2 Walf insulation is instal ledper. a Complies, _ [IN411 manufacturer's InStrUCtlOns. � t z�s�i � z<� r ` �� u �� �s�skr❑Does Not `'❑Not Observable ,=.r_�.��..� ❑NoC Applicable, Additional Comments/Assumptions: t F I t Z r 1 High;Impact(Tier 1),. !$,2*.Ij Medwm:Impact('Tier 2};_ Low Impact(Tier;3,) Project Title:Vollmer&Sons:Const.ruction. Report date: b2/14/18 Data f lename:\1COLQNYI\Server Documents\,COLON11Uollmer-2-14-18 FOgRes-284PopnsstRd-Cot.rck. Page 6 of: 9: 1 SPfCllOflz 4° 'T ' s s a r yy .}v e .,tJ r a K ✓ � �s2 3-5s il5l�a�� �1ieAe��=t r�`3Pr���'�(�Sff � _Y � ��" _._5� y�� f i+ �' .s`�-n''� k,,,��>, ,��• �"'#+. 1Fiba)Ins�eot>ion:Frov�s�cf�,s�i � _, ,� rdnj lte�� Co me al G a-I 1, � _ a➢ '�'-r' '�'� ' bal ue ws���� ¢ � t' ✓s a-s"n :x _ � � •'.z. !Ii�SC1fi''SS4tnptI6I�S L2 :.: _...,: x „s -..d.> :_`.i '' h `:.yet-a ;3'?�_ rs a.: s..< >,.�a •.'ir .0 ..:.... ', t'- pc0�'�s 402 1:1 Ceiling insulation R-value. R R ❑Complies ;.See the Envelope Asserri6i es 402.2:1, 402.2:2, Wood ❑ Wo` table f values. 0. od :CID des Not or 402.2.E ❑:Steel' Steel ❑Not Observable [FI1]1 {❑Not Applicable 303.1.1.1, Ceiling insulation installed per t _ ❑Complies _ [FOI2]2 Blown i ' insulation maructions. '� 1 i= x + + r ❑Does Not mat every 300f't=. z `E ,Y [❑Not Observable ,❑Nof:4pplicable zVented attics with air perm 1} " zl P � � € � " ❑ plie F122] xx insulation include baffle adjacent pF� zr 5 F � s No Doe to soffit and-gave vents that '`d, s'r ,�`� , extends over insulation. y� a�� ` ,H r { �� ❑Not Observable ❑Not Applicable 402.4r1 2 'Blower door test @ 50 Pa <=5 ACH 50 ACH 50.=� ;❑Complies ; [FI17]1 ach`in Climate Zones 1 2,and Oboes Not: <=3 acti in Cli Ma.te,Zones 3-8 _. ❑Not:Observable ONot-Applicable 403.2.3 Duct tightness test result of< 4 cfml100 _9 cfm/100 ';❑Complies: [F14)1 cfm/100 ft2 across the system or ftz fk2 ❑Does Not < 3 cfm/100 ft2 without air handler @ 25 Pa._For;rough-]n: '❑Not Observable 'tests,verification may need to ,❑Not;Applicable occur during,Framing inspection _.- 40313.2 Duets are"pressure tested to cfm/100 cfm/100 ❑Complies. determine air leaka a with° ftz [FI27]1 g ft2 ❑Does'Not either: Rough-in test:Total 'leakage measured with a: ;❑Not.Observable 'pressure differential'of 0.1 inch ❑Not Applicable wg,across the.system including ;the manufacturer's:air handier i"enclosure,if installed at timeof ,test. Postconstruction test:Total ; ?leakage measured witha ;pressure differential:of ba inch w.g.across the entire system ; `including the manufa.cturer's;air thandierenclosure. ; JCS + * rt �. , 403.3.21 Ai handler:leakage:designated � k� � ❑Complies: ; (FI24]1 b manufacturer at<=2%of t# p f t ��r NU � � , _ ❑Does Not; design air flow. r f Irixi � , � ,� � �� �� '� „❑Not Observable. ❑Not Applicable 408 1.1 t Programmable thermostats�� �' � ❑Com lies - z � URI � P 1 alga p [F)9] jpPNg.,installed for control of primary yr , =i ,�_ 3 � risr'�„ cheating andcoohng systernsanddrq� ❑)oes Not, _ initially set by manufacturer to lii ��� ❑NotObservable icode specifications._ � f' *' " _ �'❑Not Applicable a taz, lY a s d 403 12' +Heat um thermostat installed '" 1 P P ❑Complies [Pl,b]2 on heatpumps. 0 ❑Does Not ❑Not Observable .: E , �� } a +� .> r ❑Not Applicable Circulating service hot water. i ❑Complies [Pll �z z[systems have automatic Or s1t ❑Does:Not accessible manual controls:. MrNOR g "I1111i NotObservable ❑Not;Applicable 403 f M mechanical ventilation systern , r x �, ❑Complies.. .. [ f25J3 'fans not part of tested and listed ❑ Does:Not ` HVAC equipment meet eff,icacy { '{+ r "3 �; ] 9 z �i ��'� ❑Not:Observable ,� U and air flow limits:= t E f R _....�, , _: ❑Not Applicable .; i i Highimpact(Tier 1). _ Medtum,Impact,(Tier 2) ,,,tow Impact(Ter 3). ' Project Title;Vollmer::&-Sons Gonstruct'ion Report date:. 02/.14/18 Data'f(lename::1\COLO.NY115erver D.ocuments\C0LONY\Vollmer-2-14 18_FOgR.es=284POpnsstRd7C6t.rck 1 Pa.ge'7 of-9 ' ,z.. ;mcar .F-f17 (is(►75(?e{.''ttOtl p.1�t9'Vt3tOtF r P�Po"V"erJflgclt. 18�.t�Ve lfl d �n. � t� o tax :y s f~OTti1�5�3 sf.YP)'IfX1' �'S/ `$SUr�'Ip�1011f'a i.. t���n,=t it � x 4f Hot water boilers su I In heat rl x ` E S �? PP Y 9 s �r ,❑Cornphes is 26.] M,through one-or two-pipe heating s i � {t�a #a�tt i� ❑Does NoAi t systems.haveoutdoorsetback x sqI r C. > control to lower boiler water lrf � � m ❑Not Observable E, � k rtemperature-based on outdoor ` r ❑Not Applicable temperature. � s 403 5 rI ;Heated water circulation Ij�B�z +have ❑a circulation um l ��x i Corri;plies Y 1 k 5 P P The , .� s-r ❑Does Not system return pipe is a dedicated i ) q l ' a° return pipe or a cold water'supplyli°' i t z� " s a ❑Not Observable pipe.Gravity and thermos- rrl i=�� �� °�� ❑Not Applicable I syphon circulation system are r n_q � not present.Controls,for circulating Y'hot waters stem , r, dr s pumps start the pump with signal for hot water demand within the occupancy.6ntrols ' automatically.turn off the pump when water is in circulation loap is atset-point temperature and no demand for hotwater exisas sa � � ir 44} 5 1 {Electric heat:trace s "sterns Via, Y. ❑Com lies (F129J comply With.lEEE 515.1 or UL ❑Does 55 Controls automatlCally " .rx`�-sl � '� �'f� � � NOt adjust the energy input to the P. _ i Ei H " ❑Not Observable heata-trangto maintain the �� ❑Not:Applicabl'e desired water temp:erature.in`the t ri s i 7 d . piping. G PI 403 S �'Water distribution systems°that Ix N Y �r KZ, _ ;❑Complies �FiO�z have recirculation pumps that F �' +, tiyz � _ ❑Does-Not •t pump water from a'heated water, 1 (' �" ` ' ` € "' > „supply pipe,back to the heated ��'^� !( �s ❑Not Observable water source through a cold IF as �i 3 sir ❑Not Applicable water supply pipe have a. 2vr r n � zt Pp Y;P P Fs4 �.��� �. ��r k �fit•` � `�i-�• ' " .5 demand.recirculation water 'IN.system. Pumps have controls that manage operation of the .pump and limit the temperature ofthe water entering the cold water piping to 1044 , . _ 43 5l Drain water heat recovery units =i � is r Fz ry i r F, eri �� il�; Complies .. (F12Jfi tested in accordance:with CSA a '❑ r Ia , ir t f st� � a °❑Does Not =655 1 Potable waterside y �nii '��, ressure loss of drain water-heat ' ` Not:Observable p i❑ ' recovery units�,3 psi for "❑Not,Applicable Individual units connected to onea "Piq"`'"MI, - or two showers Potable water tt � , side pressure loss of:drain water !heat recovery units<2 psi fo'r. individual units.connected t0. Jes'i�! r � ""�' "" �ST�-' - three Or more showers. � s ' � EI 404.E 75%of lamps in permanent . ; s� i P,a r Y ❑Complies — [FI611 fixtures or:75%.of permanent jair ��° i ❑Does Not fixtures have high efficacy lamps �r Does not a I to l.ow volts e i t �fi, �1 � ice' "QNot Observable P..p Y 9 �9 lighting ❑Not Applicable 404 1 1 Fuei gas lighting systems haveC7Complies� u IFI23J3 no continuous ilot li lit. ��� far " P 9 3 ❑Does Not i }}xfti Ir rev u } MC,;. ''1 atxi'"€s .. .. ari M"< k ❑Not Observable ❑Not Applicable 401 3 ' Com liarice certificate osted' "` IFl7�x P P , � � xF � ❑Complies. 3 i i i � i�y��'� � '� �.���� ���' �{❑Does Not: at j ����ti �.�ss s 'N �°4�t�i�+t� ❑Not Ob5efVdble � gg ,I ❑Not Applicable 1 High:ampact.(TierJ N2, Medium impact(Tier 2) 3r Low Impact(Tier 3) Project Title:Vollmer&Sons.Construction. - Report.date: 02/14/18 DataIllename:\\COLONY3\S'erver Doc uments\COLONY\VOIIrner-2-14-18-FOgRes-284PopnsstRd-Cot:rek` Pa,ge`8 of 9 sercan (FJlB]3� mechanical and waterheatm"g ��� a _�' OCompbes, k systems:have been' Yovided. � t ,Ptr Does No. ' iras (]Not Observable LC�Not.Applicable Additional Comments/Assumptions. } i; --- —�I T Hi h Im act(Tier 1) Medium Impact(Tier2) 3 e,Low impact(Tir 3) 9" p Project Title•Vollmer&Sons Construction _ Report date: 02J14J18 Data filename::11CGLONYI\Server Docum6nts\COLONY.Vo!mer Res 2 1.4:-18-FO -284PopnsstRd-Cot.rck Page,.9.of 9 9;; 1Energ EfficiencY Above-Grade Wall . .. 2d.00 Below-Grade:Wall 0.00;. Floor 3000 Ceiling>.Roof 38000- Ductwork(unconditioned spaces:: _.Window _ 0.28 050 Door 0.28' Heating`System- Cooling;System: Water Heater: Name: Date: Comments - i r 1 - a i exe Wowwncluaealm.o� a�aacliculeG -C—\ Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR j Registration: "°109558 Type: I Expiration.=9 2 F12018 Individual MARKVOLLMERI"' 4 ._-- i " MARK VOLLMER ' COTUIT,MA 02635 "✓ `y Undersecretary Commonwealth of Massachusetts Division of Professional Licensure lug Board of Building Regulations and Standards Con s i1iv�o.rS iS Iry i s o r CS-047667 �' 4 ires: 09/01/2019 PHILLIP M VOLLME PO BOX 64 i ti O COTUIT MA 02635 r 4* � Commissioner V"'' Construction Supervisor 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. For information about this license Call(617)727-3200 or visit www.mass.gov/dpl 10 r The Commonwealth of MassFhusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/PIumbers Applicant Information / l A�,,Please Print Legibly Name(B ati usiness/Organizon/Individual):5���A/'�Jl 0IA,U 50A CC SQ(L1�A lD�l` ��C Address: — City/State/Zip: Mk y Phone#: — + Are you an employer?Check the appropriate box Type of project(re quired)• 1.❑ I am a employer with 4. ❑I'am a general contractor and I employees(fall and/or part-time).* have hired the sob-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ARMD&Hng ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' [No workers'comp.instsance L comp•insurance.t 9. ❑Building addition required.] 5.�] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.[]Roofrepairs insurance required.]t c. 152, §1(4),and we have no employees.[No workers' 13.❑Other *fury applicant that checks box#1 must also fill out the section below sbowing their workers'compensation policy ininrmation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicifmg such. tContractors that check this box must attached an additional sbe ct showing the name of the sob-contmctors and state Whether or not tbose entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. . I am an employer that is providing workers'compensation insurance for 1q employees Below is the po/icy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.# Expiration Date: Job Site Address: City/St wzip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of.a fine up to$1,500.00 and/or one-year imprisomnen4 as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cTU1,471e, and enalties ofperjury that the informationprovU dab ov it true and correct Date• //6�/� Si e: � Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town' Permit/Ucense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector. 6.Other Contact Person: Phone#: Application;Number... .:.. ... .... Section 9 Construction Supervisor Name Telephone Number[ f Address cit y T_ State�_Zip License Number License Type' Expiration Date -- __ Contractors Email _ 11# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 180 r CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and { documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Home Improvement Section 10 — Contractor , r Name Telephone Number JO Address -01 City, �� State /'Z 'Zip Registration Number Expiration Date Q p?// I understand my responsibilities under the rules and`regulations for Home Improvement Contractors in accordance with 780. CMR the Massachusetts.State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your HIC... Signature Date Section 11 -Home Owners License Exemption -Home Owners Name: Telephone Number Cell or Work Number E; I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and,the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date A llbh� Print Name Telephone hone Number � a !�/�� V �� Tele E-mail permit to: VbGI ON Last updated:_1212812017 Section)12 —'Department Sign-Offs Health Department ❑ Zoning Board(if required) Historic District Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly'to the fire department for approval. i Section 13— Owner's Authorization j I, � as Owner of the subject property Yhereb Y authorize ne/-6 y a t lm er- to act on my behalf, in all 1 matters relative to work authorized by this building permit application for: { r (Address of j ob) 2-7 , c�r Signature Owner date Print Name R � { T.ast undated- 12/29/2017 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ® I Parcel w Application# Health Division - 033 o 036A Conservation Division �` 0 ' SEPTIC SYSTEM MUST BE Permit# 9 a3 q 6 INSTALLED IN COMPLIANCE Tax Collector �' WITH TITLE 5 Date Issued ®� Treasurer ENVIRONMENTAL CODE AND y TOWN REGULATIONS Application Fee Planning Dept. Permit Fee `'>3,50,o`f Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address2 c`�y ?Opporze75� �D . Village OwneAMlNACF +TkAegE"zA 1iZQL4r-- Address 1�Ml W-c,7ZO. , t P)m T MA 019C6 Telephone b SI 1 S�3 ~0 540 Permit Request "I IJ� . — 7-LTt3 "FZ bI✓-T7ALq&0 QARS LA)►C►-f Ft►.1i5i�4f1-Tlrl �� 'Cl� � Square feet: 1st floor:existing proposed PZ 2nd floor:existing proposed iZ Total new i Zoning District Flood Plain C Groundwater Overlay A P Project Valuation �`�, dab Construction Type W GbQ Lot Size 15,9 i 3 Sr Grandfathered: ❑Yes ❑No If yes, attach supporting;dicument cton. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) co . Age of Existing Structure s 1O`F-42% Historic House: ❑Yes PtNo, On Old King's High ay: ❑Yes o Basement Type: ❑ Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new O#SE Half:existing new Number of Bedrooms: existing new WE Total Room Count(not including baths):existing 4 new O E First Floor Room Count cr-T% v�NE�1 Heat Type and Fuel: �Gas ❑Oil Electric ❑Other Central Air: ❑YesNo Fireplaces: Existing oft New _ Existing wood/coal stove: ❑Yes I�"No Detached garag :❑existing *new size 832 Pool:❑exi iJA ng El new size Barn:❑existing ❑new size Attached garage:❑exis itit hg ❑new size Shed:❑ex g ❑new size Other: Zoning Board of Appeals Authorization ❑- Appeal# Recorded❑ Commercial ❑Yes kk If yes, site plan review# Current Use_5 tA1LI- �l�w�L'j3ebi17c7.ic� Proposed Use . e�,G 1� tY1�L`tib ►.►C �T �A�VTTBUILDER INFORMATION KYLE Name ?flt>ci�m uo►l�. -riac-. Telephone Number (SOal "�-� Goo I Address I F3`� �U. 5'T• License# �• O. _6oL 1 Home Improvement Contractor# 100 131 C'o-.,t.iT; p1 �.Z�� Worker's Compensation# L A-9 7)6 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO hM-8,, Tir_ TM S62- SAtJDv, i1C SIGNATURE DATE _T4t,,y4a-cA c FOR OFFICIAL USE ONLY PERMIT.NO. DAft ISSUED MAP,:/PARCEL NO. h. - ADDRESS - VILLAGE OWNER DATE OF INSPECTION: �1Z�luc - �, i FOUNDATION PIP � ��a 6 6 FRAME ? 0 INSULATION - .+06 /pI'!9Ct FL FIREPLACE C) crr _- ELECTRICAL: ROUGH 3 FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDIN p) (2 �. DATE CLOSED OUT +t r I. - ASSOCIATION PLAN NO. �; f .r BOISE, Single 14" BCI® 9Os-2.0 SP Joist\JO1 BC CALC®9.2 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, January 09,2006 14:10 Build 141 I. _ 16"OCS I Repetitive Glued&nailed construction File Name: BC CALC Project Job Name: Description: J01 Address: Specifier: Bill Campbell City State,Zip: , Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1336 Misc: a 3 2 � r 1 21 M 24-00-00 BO,2-1/2" LL 712 lbs 61,1 4489 lbs bs l DL 629 lbs LL SL 452 lbs DL 89 lbs SL 28 lbs Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCs 1 Standard Load Unf.Area Left 00-00-00 24-00-00 40 psf 10 psf 16" 2 Dormer Conc. Lin. Left 01-06-00 01-06-00 0 plf 80 plf 16" 3 ceiling Conc. Lin. Left 01-06-00 01-06-00 57 plf 113 plf 16" 4 Roof Conc. Lin. Left 01-06-00 01-06-00 180 plf 360 plf 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5092 ft-lbs 44.7% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 1779 lbs 79.3% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/493(0.577") 48.6% 2 1 output as evidence of suitability for Live Load Defl. L/651 (0.437") 73.7% 2 . 1 particular application.Output here based Max Defl. 0.577" 57.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 20.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 2-1/2"x 3-1/2" 1793 Ibs 48.2% n/a Spruce-Pine-Fir (8 ask questions,please call B1 Wall/Plate 2-1/2"x 3-1/2" 861 Ibs 23.1% n/a Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®, BC FRAMERO,AJST°", Cautions ALLJOISTO,BC RIM BOARD-,BCI®, Web stiffeners required at bearing B0. BOISE GLULAM- SIMPLE FRAMINGSYSTEM®,VERSA-LAM®,VERSA-RIM Web stiffeners are always required under concentrated loads that exceed 1000 lbs. Install PLUS@,VERSA-RIM®, the web stiffeners snug to the top of the flange. Follow the nailing schedule for intermediate VERSA-STRANDTm,VERSA-STUD®are bearings. trademarks of Boise Wood Products, L.L.C. Notes Design meets Code minimum(LJ240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BOISE" Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALCS 9.2 Design Report-US 1 span No cantilevers 1 0/12 slope Monday,January 09,2006 14:10 Build 141 Job Name: Teri&Wally Riddle File Name: BC CALC ProjectDescription: Garage door header Address: 284 Poponessett Rd Specifier: Bill Campbell City,State,Zip: Cotuit, Ma Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: .37 09-06-00 BO,3-1/2" Id 239 Ibs B1,3-1/2" LL LL 4257 Ibs DL 395 Ibs DL 2395 Ibs Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area Left 00-00-00 09-06-00 40 psf 10 psf 12-00-00 2 dormer Unf. Lin. Left 00-00-00 09-06-00 0 plf 80 plf n/a 3 ceiling Unf.Area Left 00-00-00 09-06-00 5 psf 10 psf 11-03-00 4 Roof Unf.Area Left 00-00-00 09-06-00 30 psf 15 psf 12-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 14311 ft-Ibs 67.3% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 4858 Ibs 61.5% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U503 (0.216") 47.7% 1 1 output as evidence of suitability for Live Load Defl. U786 (0.138") 45.8% 1 1 particular application.Output here based Max Defl. 0.216" 21.6% 1 1 on building code-accepted design Span/Depth 9.1 n/a 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 6652 Ibs 74.9% 72.4% Spruce-Pine-Fir or ask questions, please call 61 Post 3-1/2"x 3-1/2" 6652 Ibs 74.9% 72.4% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO, BC FRAMERS,AJS- Cautions ALLJOISTS,BC RIM BOARD-, BCIS, Column at Bearing BO analyzed for bearing only,column analysis has not been performed. 6018E GLULAM S SIMPLE FRAMING SYSTEMS,VERSA-LAMS,VERSA-RIM Column at Bearing 131 analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIMS, VERSA-STRAND-,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary (I") Maximum load deflection criteria. Connection Diagram b d a c a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 1ao t Backyard P Utility Closet i6=o• 12,-0. Bedroom#1 Kitchen ,k-4-0" Ti• q o N V 0 A b A- 1a-3•— �' 10'-7" Enclosed Porch Living Room Bedroom#2 k 12'-0 Riddle Existing Home 284 Popponesset Road Cotuit MA Map#019 Parcel#61 Front Yard f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 600 Washington Street Boston, MA 02111 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LegiblBy Name (Business/Organization/Individual): �. ��-� Fr_/ � Address: P_0. X i 3 I B4 SW.G01- ST. City/State/Zip: 'z-qui-f �'�1(� 0z"S Phone #: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ( I am a general contractor and I * have hired the sub-contractors .6. New construction employees(full and/or part-time). 7. Remodeling 2.❑ I am a sole proprietor or partner- listed on the attached sheet t g ship and have no employees These sub-contractors have 8. Q Demolition workingfor me in an capacity. workers' comp. insurance. Y P tY• 9. 96 Building addition [No workers' comp. insurance 5. ❑.We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per.MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repair; insurance required.)t a employees. [No workers' 131-1 Other comp. insurance required.] — *Any applicant that checks box#1 must-also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must,submit a new affidavit indicating such tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: —ZGR%c_yA — A miV i t�l CAS Policy#or Self-ins. Lic. #: 1 , (4 6�11 Expiration Date: Job Site Address: ?__U E — City/State/Zip: u!r �n h 0 Z(3 Attach a copy of the workers' c pensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb ify under th ain and penalties of perjury that the information provided above is true and correct Si ature: �(ailt Dater i Z D"fv Phone#: ( 5d�� T'�� 0C20 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: �FTHE 1p,�, Town of Barnstable Regulatory Services &UWSrABLKThomas F. Geiler,Director o;9.�6. Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.m a.us Office: 508-862-4038 Fax: 508-790-6230 , PLAN REVIEW Owner: R 141 I e-- Map/Parcel: 019 No l Project Address Builder: Pad ej+ The following items\were noted on reviewing: 1- nsk P1Ce rlo, S'ta %f-3 Qre- i n C-O yk"a ii l l a► c-e- L-4.s -A&C--� Reviewedf by: ot Date: 0 Q:Forms:Plnrvw Al:O1�I�m : 4 ' FR. ►NCT =1C DATSE-(M2 M\-D D0\5O 6 _ YY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PRODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MYCOCK INS AGCY HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 20 SCHOOL ST ALTER THE COVERAGE AFFORDED BYTHE POLICIES BELOW. PO BOX 437 COMPANIES AFFORDING COVERAGE COTUIT MA 02635 COMPANY 297SB A .AMERIcAN ZURICH INSURANCE COMPANY INSURED COMPANY PADGETT BUILDERS INC B PO BOX 133 COMPANY COTUIT MA 02635 C COMPANY D WV�'AGES : :..,.. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM\00\YY) DATE(MM\DD\YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG_ $ CLAIMS MADE F�OCCUR. PERSONAL 8 ADV.INJURY $ OWNER'S 8 CONTRACTOR'S PROT, EACH OCCURRENCE $ FIRE DAMAGE(Any one tire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per Accident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ . AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM A .WORKER'S COMPENSATION AND (UB-9716A67-7-05) 06-01-05 06-01-06 STATUTORY LIMITS EMPLOYER'S LIABILITY EACH ACCIDENT $ THE PROPRIETOR/ 100,000 PARTNERS/EXECUTIVENX INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: EXCL DISEASE-EACH EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONENEHICLES/RESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. C..: #GATE Otp R CANGELLA?i©N.. :..... . . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED,BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL TOWN OF BARNSTABLE 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE BUILDING INSPECTOR LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 367 MAIN ST LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS MA 02601 AUTHORIZED REPRESENTATIVE f 35,000 cf enclosed space I �, —�-T--- arr�rrcmuvea ✓�adaacfutaelCa (MGL r C.112 S.60L) ✓fie IA-Masonry only p 777 f,.• BOARD OF BUILDING REGULATIONS 11G-1&2 Family Homes 1? `;License: CONSTRUCTION SUPERVISOR i Failure to possess a current edition of the rI ; Massachusetts State Building Code i f s, Number CS. 048859 is cause for revocation of this license. t Birthdate2/22/1944 t{� xa F Expr ires 2. 2/2 06 Tr.no: 16904 ROBERT R PADGE°fJ` 1 '.>` DIG SAFE CALL CENTER: 888 f 184 SCHOOL ST/PO'�QMX133,/ ( )344-7233 COTUIT, MA 02635 miss ner t Acting o, i ,P� ✓ice �o�rvnw�.zurea/,C� o�/�zaaczc/u�ael� �--•^---•--------V___.___._..._._____.__ ._ ___________�__�... �\ Board of Building Regulations and Standards License or registration valid for individul use only — HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 100131 Board of Building Regulations and Standards Expiration: 6/g/2006 One Ashburton Place Rm 1301 i Boston,Ma.0 OS Type Priyaie Corporation L , s,C� PADGETT BUILDERS,INC.` Robert Padgett pi ` PO Box 133/184 School St Cotuit,MA 02635 Administrator Not valid without si ture Town of Barnstable Regulatory Services ` ef Thomas F.Geiler,Director 9 iAY►88. A`e� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION - MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion; improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. - Dc'tRcN zo qA-Rhe,,—_ Type of Work: r_a,1ZigD!tTi Vo- K)TE1ZR:XIIn ur i Estimated Cost c9 5 5 oo Address of Work; COTM-T 1rZES/� 1 i�DLE Owner's Name: Vi IkLI_RCE 11-►ut� �, Date of Application: T�`_N J, •R.n y U I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 0013I Dal a Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav Town of Barnstable - Regulatory Services MAM 9 $ Thomas F.Geiler,Director �Eoi►`e Building,Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder y as Owner of the subject property hereby authorize o b �R-- ni E ry c)r• 16 6 o act on my behalf, in all matters relative to work authorized by this building permit application for: r 2S E} o t)O4,:SSE—rf Rn• (Address of Job) _ a Signature of Owner ate Print Name Q:FORM&OWNERPERNBSION r. s. �, a ,;.,,, H- _�• ,r��r ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780:CMR Appendix J p Applicant Name: ��►74�IT�gui ,we5. mac. Site,Address: !O Applicant Address: PD &X 133 City/Town: O Co-r(A ' mllco2(P 35 Use Group: Date of Application: I l 2-1 0(o Applicant Phone: ( 00)th- —000 Applicant Signature: 1 cR Compliance Path(check one): �w , ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1b): Heating Degree Days(HDD65)from Table J5.2.1a: (For items d. through i.,fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area` sq.ft. g. Floor R-value R- c. Glazing%(100 x b=a) % h. Basement wall R- . d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only) K Climate Zone(from Figure J6.2.2) Pq Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] ❑ MAScheck Software .Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft. b.Glazing Area q.ft. c.Glazing%(100 x b_a) ❑ ADDITION with Glazing% (c.) up to 40%may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor Basement Wall Slab Perimeter,Depth 0.39' R-37 R-13 R-19 R-10 R-10,4 ft i Glazing Area may be either Rough Opening or Unit dimensions. z Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-N ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) "SUNROOM" addition (greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) ti,.i_ ;�_ <. �i.: •-%3 .; :1# -lr$gt -_3 34 _-. €1 7.80 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHiJSETTS STATE BUILDING CODE Manual Trade-Off Worksheet _ Pcsrnic 1i Builder NameP[t)Glr S sorc Dau Checked By :•. . Builder Address C6Tia �a�oJ• ss CA7U f; _ Zone 12 Q13 ❑14 Date I " Site Address -. ,000i -f'Z'� �i I"/j 111C 1�—T7 Phocie.� Submitted By REQUIRED PROPOSED .-.. Ceilings.-Skylights and Floors OverOutsid-Air Requ'rcd Insulation x Area U Va]uc :y Table 16.2'h) x Area UA UA ( pon R-Value U-Value '.. Ceiling ID �o ,o3S' 3 z.z,3 .0 Z- (3� l�.S- (Table 16 j. a) Floor over Outside Air (Tabk 16.2?a) . f :.:.. .:._ •, •. ...•:..�.:Iota!Area :�•� - ,- :• -walls.Windows:and Doors ` _ • Ituulatioa xLtl1rW UA U-Value XArea UA tign R Valve /U�-Value /QArea r R ���+ wails abkJ622b.ed) I 6�Z IGu ►� •O t .��. 769 ' /W.0 Windows —"' �(�.. Sfe ,3 (NFRC orTabk J1.S.3a1 Dow. .r i ZO (MC or Table 1133b) t Sliding 0=13oots --- - (NFRC orTable J133a) ttr Total Ara R Floors and Foundations inwlatioa Iamluioa R- x Area"or Required Description Depth Value U.Value Perimeter UA U•Value x:.rea UA . F1oa Over Uneonditionod (rabic � s J&=c) Basement Wall (Table J6Mn Unbeated Slab (T:dk 1622 ) im HcvAd Slab (Table J6.2191 Tod Pmpot&UA must be ku Iota! /' � Told &aa•r tgwl to Tote!(-A4W4 Jte fdAd JA Proposed UA ��•`� ok Required lZA !�, I 4 St+tca+aa of Cotopl'unea The proposed butU&g dart mp=111d is ------+Ad%saed spew docuareRts trerond09W.wt*I rt bKdit plena JPCWcmio"' Regulrid VA Ell and other W cuWom submiaed with*4 it "left. C-0 �oi�r T� � � company Name Dart 6-eV-7 ANe TT - �1�l�t�T7 �t,ci►-�J S,Vic. 1./l� �6 760.22 780 CMR-Sixth Edition. 2R0198 (Efftctive 3/1/98) r � s ?`''C. -Tv2 a ? Toy v�zss�=: Co RESIDENTIAL BUILDING PEPJMT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WORKSHEET NEW LIVING SPACE (o z square feet x$96/sq,foot= S r} F S Z x.0041= L�0- plus from below(if applicable) ALTERATIONSMENOVATIONS OF EXISTING SPACE - square feet x$64/sq.foot= x.0041= plus from below(if applicable) . GARAGES'(attached detached 83 square feet x$32/sq.fL= x.0041= / O 9 ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq,foot= x.0041= STAND ALONE PERMITS Open Porch x$30,00= �U (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) p Permit Fee 3 ,S0 Projo= u�,•nFanna &w&bPage 'EH t x3"PAU (p 41dt+ < Home: Departments:Assessors Division. Property Assessment Search Results 284 POPONESSETT ROAD Owner: Property Sketch Legend RIDDLE,WALLACE G III&THERESA M Map/Parcel/Parcel Extension 019 /061/ " f: Mailing Address RIDDLE,WALLACE G III &THERESA M 5 16 MAOLIS RD NAHANT, MA.01908 2005 Assessed Values: Appraised Value Assessed Value Building Value: $56,600 $56,600 Extra Features: $2,300 $2,300 Outbuildings: $5,500 $5,500 Land Value: $156,800 $ 156,800 Interactive Property Map: Map requires Plug in: g �r Totals:$221,200 $221,200 1 have visited the maps before « � � _ Show Me The Mao April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: .RIDDLE,WALLACE G III&THERESA M 5/15/2002 15161/027 $ 1 RIDDLE,WALLACE G III&THERESA M 10/15/1991 7730/108 $76,000 SUMMERS,JAYNE C 10/15/1991 7730/107 $110,000 HOLLAND, KENNETH R 7/15/1988 6353/297 $ 106,000 SCHINDLER, PETER N 6/15/1985 4602/308 $59,000 HOISINGTON, MORTIMERS S 6/15/1984 4156/214 $0 2005 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Land Bank Tax $40.15 Town Fire District Rates Other I $6.05 Barnstable-Residential $2.12 Land B Barnstable-Commercial $2.80 Cotuit FD Tax(Residential) $283.14 C.O.M.M.-All Classes $1.01 Cotuit FD-All Classes $1.28 Town Tax(Residential) $ 1,338.26 Hyannis-Residential $1.52 Hyannis-Commercial. $2.39 &u& &w&bPage W Barnstable-Residential $1.44 W Barnstable-Commercial $2.10 Total: $ 1,661.55 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.36 Year Built 1950 Appraised Value $ 156,800 Living Area 672 Assessed Value $ 156,800 Replacement Cost$73,571 Depreciation 23 Building Value 56,600 Construction Details Style Ranch Interior Floors Carpet Model Residential Interior Walls Wall Brd/Wood Grade Average Minus Heat Fuel Gas Stories 1 Story Heat Type Hot Water Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 2 Bedrooms Roof Cover Asph/F GIs1Cmp Bathrooms 1 Bathroom Total Rooms 4 Rooms Extra Building Features Code Description Units/SO ft Appraised Value Assessed Value FGR2 Garage-Avg 352 $5,500 $5,500 FPL1 Fireplace 1 $2,300 $2,300 Property Sketch Legend BAS First Floor,Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck . FOP Open or Screened in Porch TQS Three Quarters Story(Finished) &u& w 6 roe °` � � u) A-r W ��0�� HEr° The Town of Barnstable BARAIS E. MASS • Department of Health Safety and Environmental Services t639• ♦0 pjFDMP+A. Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location Zg7 �i�9a/��s �Q Cr, permit Number !(Q-3 y to Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: 11 ALL Ito LDS /A) N i3 c o cre-ioU6 IJ —� c a>J — C-fix-00 Pape pps-o-!v Ml I� -kfc o c-% rlvG DY' 5QU aL 44 " 6(-6C�L—e, — QUr-b.(tc5 (�k ' 17p7w 6qA) AJ&s-bs 7o- Riff Vtr N��-� 7 QU,-r5Q,D E Please call: 508-862-40-8-for re /-�Ainspection P Y . Inspected b / 11A r e._e� / Date i t � r Town of Barnstable *Permit# Regulatory S erviCeS Faptres 6 montl s from issue date Knsxas. 1639. �e� Thomas F. Geiler,Director JUL 17 20.12 Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 0260.1 TOWN OF BA RNSTABL www.town.barnstable.ma us Office: 508-862-4038 Fax 508-790-6230 EXPRESS PERNUT APPLICATION 'RESIDENTIAL ONLy h of Ya1id without Red X-Press Imprint. Map/parcel Number. Property Address ❑Residential Value of Work Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Contractor's Name U Telephone Numbers e Home Improvement Contractor License#(if applicable)-La, -3 Construction Supervisor's License#(if applicable) I �IS 9 L rkman's Compensation Insurance �o Check one: _�rI am a sole proprietor I am the Homeowner _ ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be takento ❑Re-roof(hurricane nailed)(not stripping. Going over . existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value #of doors (maximum.35)#of windows Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate EIectrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of e e Improvement Contractors License&'Construction Supervisors License is req ire IGNATURE: j AWHILES70 \building permit orms ;zo .dop j evised 0530 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 43 600 Washington Street Boston,MA 02111 ..www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le2ibly Name (Business/Organization/Individual): dw Address: —(� A,0 a C/ City/State/Zip: l�J Phone#: �� Are you an employer?Check the appropriate box: Type of project(required): 1.Wam a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance. 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. o work ' right of exemption per MGL y � workers' comp. 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: 0 Expiration Date: G Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o e DIA for insur ce coverage verification. I do hereby c fy under t pa i s and penalties of perjury that the information provided above Jis/true and correct. Signature: Date: 1. Phone#: Official use only. Do not write in this area,to be completed by city or town official` City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: f WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Cop;0D1 National Council INSURED COPY AGENT NO 3020 �n CE lu 3061/30/12 onLmuranoa MARK SYLVIA IN ESAG�ELNCY LLC WC ` . _ r.� r.___ nrni AI MAkIN/ AIMAN�/T AXQXATn... OSTERVILLE MA 02655-1903 FARM FAMILY CASUALTY INSURANCE COMPANY ,` : '• °i • NCCI COMPANY NO. 16721 508-428-0440" POLICY NO 2001W6406 { 1i ' INSURED AND MAILING ADDRESS: , -' . .R RENEWAL,oF No. i001W6'406 s DAVID SAWYER EFFECTIVE 3l05/12 DBA SAWYER CONSTRUCTION f » 318 MEiGGS BACKUS RD ice. SANDWICH, MA 02563-3131 QA 5 Q. THE INSURED IS INDIVIDUAL Workplaces covered by this policy: ST WP NO. ADDRESS OF WORKPLACE RTG.BUR NO. INTRASTATE NO. nna U1 318 MEIGGS BACKUS RD :, . » 210677 SANDWICH MA .:..... ....:.........:....:. ....::.v:vr.:.. n•...:::....... � v.n.:lvv.:,.- ....1.....\h..,m +:w::.:4:.v:n..•:v:^,.. .L::\•:::::::::...... ...........-.....::::::::............. .........,..:............?.vv:}..fir.... ...: ...v.::::... .......,v:::?:.,v:........-..v .?....... ..................... ..... -.. .....:. .v,.??:{{•}}??:v. •}}>:::rv{.;-.ti:::•{�'.:::::::.v.;:v....::?Y,V:\��. ......... ..n.. :.4'v\•^}t`.i:2,ti�p}?:•:{:::{n�..........v....\ .....:::::::::r::::._:::::?::j::t}_:'ri?. ...............................:.:::.:•..:. The policy period is from 3/05/12 to 3/05/13 12:01 A.M. Standard'Time at the insured's mailing address. ay�.( ...::::........................... .ITE ,l :r.n.v�...-..... n...+... .........`.>Y.;{::-1,..........:�:::.:-}?}:i•>??�{v}:y:'.:?:::::.::::v:::::::6':%n v::v:.v::?•.v::;...:::?M-::.v:r.r::\dvn}w:.v....... .. :.F. .,..rr.. ......:{.... r...v......,.r.......r......... .. ...................+ .......::.:::::v:::::::.:v:::::::::., n... v v::....•. ..{ ...r:::::.:::^.t?,v::ti;i.::iiXv::•r:r:4•{•?:Y.i•}:+.:{nor?:{^?i::{:nr:i?'v}•.ir v.v...v..............v::::\.. ... ......v v:•.•n-:::f..•.v :v vv:.....»:..........: ,....v.::....>•::•.:w.w:. ....-..........r.....:.:::....:r3}�G?i}?::i•:?::::.... ......+. ..»�..iv.r..r.r.,.•.....}::.v:\.w:::::::::}r:::}.4.:er.i^:?�::a+:.}}.......v{v?.:j{ \..:.}:n..r.nri•}}:4?�}Y•`rtv:n:v.:�::...x.n....v'.?^.:n?:•}:?n'F;:•?'r}:�::.........v:::.v.. .. .::::::::.•.....,r:n{v-:,v.•:::.+v::........-{..v.::::::::.::r:v�:{i.:�.i'ti\i:..w}:.+-}:.,::.:.::..}:�:iY}::.v:.v}..yv.v;:::{:':..?•'v:.:�{:?:yam-::-:: A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the state listed here: MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: BodlIV Injury BV Accident Bodily Injury BV Disease Bodily Injury BV Disease $ 100,000 each accident $ 500.000 •policy limit $ 100,000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: All states except the states designated in item 3.A. of the information page and ND, OR, WA, and WI' D. This policy includes these endorsements and schedules: WC 00 00 008 WC 00 00 01A WC 00 03-15 WC 00 04 14 WC 00 04.22A WC 20 03 01 WC 20 03 02A WC 20 03 03D WC 20 04 05 WC 20'06 01A Copyright 1997 National Council INSURED COPY PROCESSED 01/30/12 on Compensation lnsuranoa WC 00 00 01 A r.� n___ nrn - A/ nAAI�i NIC1A/vnnv +�nn� nGcc - Office of Consumer Affairs and Business Regulation " =a 10 Park Plaza- Suite 5 170 . Boston, Massachusetts 02116 Home Improvement Contractor Registration ::.:.:......... ... .. Registration: 134313 Type: DBA Expiration: 10/24/2013 Tr# 216645 DAVID SAWYER CONSTRUCTION DAVID SAWYER 318 MEIGGS BACKUS RD. SANDWICH, MA 02563 Update Address and return card.Mark reason for change. Address ❑ Renewal Employment n Lost Card S-CA1 a SOM-04/04-G101216 ,sx. ��L£-(/Jm'771/btO�I7E9L O�✓��J,'SCIClLu4eua ' Office of Consumer Affairs&Business Regulation License or registration valid for individul use only r:HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to:_ Registration: 134313 Type: Office of Consumer Affairs and Business Regulation Y Ex iration 10/24/2013 DBA 10 Park Plaza-Suite 5170 ' p Boston,M 02116 DAVID SAWYER CONSTRUCTION: C DAVID SAWYER 318 MEIGGS BACKUS SANDWICH,MA 02563 Undersecretary Not vali ithout s' nature ( 4 yu" c Marti or .:`'.. 11:tt�.tchuscrts-•Ot'If.�ritttct�t E>t'1'ut►lic S.�tir� ttildin'F .v L ...,�.ssrJ,•., , tit.tlt(I,tril spi ci e?J t tCC,7 it License_ CS SL 98859 Restricted to. RF,WS DAVID SAWYER .:M, 318 MEIGGS BACKUS ROAD =m>>r SANDWICH, MA 02563 ''= Expiration: 1/27/2013 Tr=: g053 David Sawyer Construction 318 Meiggs Backus Road Sandwich,MA 02563 508-539-1992 Proposal Submitted To: Work Address: Wally Riddle 781-593-0340 oY`IC 284 Poponessett Rd,Cotuit MA 16 Maolis Rd Nahant,MA 01908 Worked to be Performed: *Strip old roof shingles and replace with new CertainTeed Architect Landmark Shingles. Color: customer to choose *Nail Plywood as needed *Clean Gutters as needed *Install: White Aluminum Drip Edge Ice and Water Barrier on all edges of roof& chimney Underlayment Paper System' Ridge Vent Pipe Flange Hurricane nail roof : *Clean&Remove all debris from workplace,take to landfill. t. *Please note when installing ridge dent sawdust may.fall into attic.:Please cover items. Total Investment&Labor:;$4 500.00 four thousand five hundred dollars Payment is due at time of job completion. All materials guaranteed.to be as specific,and work to be performed as stated above.in a workmanlike manner. Please remove and secure any fragile household items. Not responsible for broken or,damage to ousehold items. Five year Labor Warranty/Plu Manuf tares warramty. Contract may be withdrawn if not accepted within 30 days. lease se back fo dditional terms. Respectfully Submitted. Acceptance Of Proposal The above prices,specifications and conditions are satisfactory.and hereby accepted. You are authorized to do the work. aym t is due in full at job completion. Owner signatu Datre: ,. 'G� �� _ ®R Eloo�r Fr mi• Dekta.i � Additional floor framing details available with BC FRAMER®software END BEARING DETAILS BCI® BCI®Joist ' 3 rim joist blocking. Nail Boise Dimensions t Rimboard to lumber is not n , BCI®Joists Y suitable for use with 8d nail Dimension lumber is not as rim board with r into each suitable for use as rim BCI®Joists. r€ flange. board with.BCIO Joists. BCI®d Top Flange or Face u joist .���. One 8d nail Mount Joist Hanger j'� Y I each side at bearing Solid block . r = all posts = _� `+ from aboveto c ^� -13/4"minimum bearing • K � bearing length below. To limit slitting flange,start nails at VERSA-LAMB least 11/2 from end.Nails may need to Note:BCI®floor joist must be designed be driven at an angle to limit splitting of to carry wall above when not stacked bearing plate. over wall below. INTERMEDIATE BEARING DETAILS For load bearing wall above Blocking may be required at intermediate bearings for floor diaphragm Slope cut joist reinforcement (stacked over wall below). per IRC in high seismic areas,consult local building official. Connection of rafter to wall/reinforced joist per local building code requirements.2x blocking required at bearing(not shown for clarity). 12" Load bearing 6"min. >, wall above Min. 16r 1/1r (stacked over Heel. mazlmtm BCI®Joist _ wall below) . Dept ;1, Joist depth blocking. (S ee Table 2x block. Below) 24" Backer block Double BCI®Joist Min.v/32"min.plywood/OSB rated sheathing.Install (minimum 12"wide). Connection Sheathing Or. on both sides of the joist,snug to the bottom flange.Connection 1 9 rimboard Coat contact faces with rated subfloorfoist adhesive Joist r Nailwithl0-10dnads � I Filler Block Closure and fasten with 3 rows of minimum 10d box nails at Hanger (see chart below) .gCl®Joist 6"c.c.Alternate nailing from each side and clinch. k blocking Mlmmum#feel De th required for ; � End ��a Roof Pitch i �� Filler block.Nail We Fdle Bearing rnr �� r cantilever. R _ Wall with 10-10d nails. Nailing 12".. ° 6j12 7112 8112 9112 1DI12 12112' a ,., s. on-center 2 x 4 4%" 4s/,s" 41/4"1 41/4" 41* 41/4" Backer block required where top flange Connection valid for all For load bearing cantilevers,see 2 x 6 3h" 0W 2s/16" 2%'. 29/1s" 21/4" joist hanger load exceeds 250 lbs. applications,contact Boise.EWP pages 8&9 of the Eastern Specifier Install tight to top flange. Engineering for specific conditions. Gwde.Uplift on backspan shall be considered in all cantilever designs.. LATERAL SUPPORT BCI®joist to support: WEB STIFFENER REQUIREMENTS • BCI®Joists must be laterally supported at the ends - 2-Zd nails,one on each side of the web,placed See Web Stiffener Requirements on page 9 of the with hangers,BCI®rim joists,rim boards,BCI® 1/2 inches minimum from the end of the BCI Joist Eastern Specifier Guide. blocking panels or x-bracing. BCI®blocking panels or to limit splitting. x-bracing are required at cantilever supports. Sheathing to BCI®joist: - See Closest Allowable Nail Spacing on page 10. PROTECT BCI®JOISTS FROM THE WEATHER • Blocking may be required at intermediate bearings for - BCI®5000s joist: Maximum nail spacing is floor diaphragm per IRC in high seismic areas,consult 18 inches on center. • BCI®Joists are intended only for applications that local building official. - BCI®6000s,6500s,60s,90s joist:Maximum nail provide permanent protection from the weather. MINIMUM BEARING LENGTH FOR BCIe JOISTS spacing is 24 inches on center. Bundles of BCI®Joists should be covered and stored 14 gauge staples may be substituted for 8d nails if off of the round on stickers. • 13/4 inches is required at end supports. 3V2 inches is' the staples penetrate at least.1 inch into the joist. 9 required at cantilever and intermediate supports. - Wood screws may be acceptable,contact local BCI®RIM JOISTS AND BCI®BLOCKING building official and/or Boise EWP Engineering for Longer bearing lengths allow higher reaction values. further information. (All Series) Refer to the building code evaluation report or the BC CALL®software. BACKER AND FILLER BLOCK DIMENSIONS e i lteitllht oadaaatyfplfj 9 a v :s Fw_ ...- NAILING REQUIREMENTS8�acder9ick� g,�2 2800 • BCI®rim joist,rim board or closure panel to BCI®joist: -daajilckpes6 xIli 1oc14 iekness, 11'/s 2775 - Rims or closure panel 13/4 inches thick and less: 5000s 1.8 wood rvels Two 1/4"wood panels or 2 x_ 14 2750 2-8d nails,one each in the top and bottom flange. a - BCI®5000s rim joist: 2-10d box nails,one each in 6000s 1.8 11/8"or two%2" 2x +%"or''/4"wood panel 16 2450 the top and bottom flange. wood panels - - BCI®6000s,60s rim joist: 2-16d box nails,one 1 Y"or two%" each in the top and bottom flange. 6500s 1.8 wood panels 2 x_+%8 or'/4"wood panel - BCI®6500s,90s rim joist: Toe-nail top flange to rim. 1 o d two is s 3 joist with 2-10d box nails,one each side of flange. 60s 2.0 wood anels 2x_+/e"or A"wood panel • BCI®rim joist,rim board or BCI®blocking pan support: el to 90s 2.0 2 x-lumber Double 2 x- lumber - 8d nails at inches on center. Cut backer and filler blocks to a maximum depth - When used for shear transfer,follow the building equal to the web depth minus 1/4"to avoid a forced fit. designer's specification. Boise EWP•Eastern Builder Guide•Feb 2006 i __ K BoarseR o r Boise Rimboard Product Profiles 9'/211 117/a' 1411 1611 jj/ if BC .RIM VERSA-RIM® BC RIM VERSA-LAM°. BOARDTM OSB BOARD TM 1.4 1800. . '18 inch and 20 inch deep rimboard are special order products, contact local supplier or Boise representative for product availability, Perpendicular Parallel Exterior wood sheathing See chart for vertical load capacity. See chart for vertical load capacity. 1/2"dia through bolts(ASTM A307 Grades A&B,SAE J429 *_ Grades 1 or 2, or higher)with. r ter; Washers and. nuts or dia {` lag screws(full penetration) R 350 lb capacity ` per fastener a Treated Ledger- • oe - Use only fasteners s that are approved for • use with corresponding Wood treatment. When used for shear transfer,nail When used for shear transfer,nail Boise Rimboard to bearing plate with the same to bearing plate with the same nailing capacity as required by the nailing capacity as required by the 'Design of moisture control by others horizontal diaphragm schedule. horizontal diaphragm schedule. (only structural components.shown above) .. t kt�Bo�se Rim�board�Pro erns R :a.a5 r�z...,..,.r..t 3w':n 3a4"',s�.°'�.�}-"i've^�'� .:,�� Vertical Load Capacity Nlowable Design Values ` Maximum oo Die hrarsr r F a Compn scion �k,Y� '�x4 4 r g Modulus o1 Honzontal Perpendicular Uniform Point lateral apaclty Flexural,Stress 'Elasticity Shear to Grain t r h I Ib ;,,, w Ibfft N. bfiri ,IbTn �f + Iblin., I.bfn.x , , 1GR40, tM�BOARD}'"'t� 3300 3500 a 180 Larnited s an ca abtlibes see note 2 1'te' ERSA RlMatll 4250 3700 205� oh] to be used an nmboard a lications �a PP, 01 1:"BCRIM;BORRDOSB pF _ 3300 I 3500 180,t „t A` Limited span capabilities see note 2 t le kBC AIM B(SARD QSB�I 4400 3500 180 y v ' M LimI dd span capabilities see note'2 Wn 3250 2250 Permitted pert building code for all riommal' 1800 1400 000 225 525 E„� tA�1141800,�'t ,_ 2,thickframingfloor,dzaphragms ft ,� J h*sest owab x Notes lo peen N- a Fce 1. See ICC ESR 1040 for further product information. 2. See Performance Rated Rim Boards, APA EWS#W345E for further product �J,B /ERSA RiM}m ' P f q fiF { Sh LY T Y ff 1§ �-, information. .. '?€# !'f'..a..f .^ s or1'1�BG RlM�OAftt) OSB�? 3 f y }rote 2 forarhngainfdrmaUol# IWIN ~r Q. 4R ]6R TR SR SMOKE DETECTORS REVIEWED A ULIl . PNDIASFN A3 ANDERSEN - " ---_ —��l o Tw s A. BV�WBLEIBUILDING DEPT. DATE FIRE DEPARTMENT DATE - BOTH SIGNATURES ARE REQUIRED FOR PERMITTING a N - 1 3ff.eS F ERPIED `• 1 . " l GQ�S.pN'` s T i 1 ' Doom I © LOFT ---J �� A - _ I _ ° o: BATH -zwG W N E 30) ,wus Tw xus �mD GARAGE r--- ; z. A z. D a a laD�zrw Ds r--- z L--- aR SECOND FLOOR PLAN S .moH DOOR w.moH WWt FlRE H�A • I'i gG5 A aR zR as — • szR • �-� FIRST FLOOR PLAN GARAGE =768 S.F. ` -�: SECOND FLOOR =612 S.F. Q NEW SMOKE DETECTOR REVISED:1/6/: . THEcesl sw,¢SE—ED ` GENERAL NOTES: —ORS DRUMSS coo DIwm THEBnro sr cm. ' CDNSIHUG,ION THE DUNDING DDI� - 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS IN TMDE NESPoNSISIE GOHINEC01 ESE IXUWINGS IG<otLSfHUoI &DIMENSIONS IN THE FIELD col r.ENCEsw ow—mD, DESIGNS--FANORS ON 2-)CONTRACTOR TO VERIFY MATERIALS,DETAILS 8 FINISHES THE SE DruvnnosueE sw¢T- GOG IN THE FIELD WITH OWNER OF-- arc aTHEP 1mESE DMVANGS REOIIIRESTIEv, CDHSEM Di THE oEsiGNEH. CONT WOGS 7 +� 2 ROOFKABPN4LT .. ' -• � ROOF ENINGLEB—� ,.BFAGCPL6 p MIN OJO siB - TOP OF RwIE ��O Q }��I ® ® ® ®® ® - HIM N N m SzN com /o O '6EC0 o0.RO0P L.1 U V'�v 6ECONO BOOR - B,IBF,DOR lOP OF PLATE . � o000 ooao m o000 oaoo ooao 0000 0� 5Q TOP OF FOONO OOO� �� � TOP OF FDUND r FRONT ELEVATION REAR ELEVATION RAR�BGAR�B � 'BGA� F- �~ 90TTON6 BOTTON OF w GENNOJOL5,8 r OEIYNG AIS,B /I'S ® W ® R o 4 (./�-� a„ _�- o6 O 3ECAND FLOOR SECOIO FOOR 91BFlOOR ^ 6U9F,GGN N F+-1 OP OFPUIE TOP OFRATE W "' „BR.B z E- N CORNERBOMOB SCALE: N ® W.0 SMNGLE 9pN0 T 1/4•=1,- T F w TO WFATNER DATE: 8/24h005 Top of lOP OF FONID. ia,nm. ' JOB NO. LEFT SIDE ELEVATION RIGHT SIDE ELEVATION RIDDLE DRAWING NO.: A2 A A3 Z • I F --------- �S'.4['�liiJ'h".•'1G>'e&4•drilri'.:i::fC.'::C4' � 'v�Y71ki"'.34EEd``%9v'iiY#%�'Tu^2—TYe Aar z Z�V ------- ----` I r--. i I re woN I I l i l O W �g� . I Z E3�v I ; 1 InI 0 uc E I .1 NGARARAGE I I I T19.B'CONC I I FODNO VWl •- I ATTOPOFW RDPEiIOVlARDS I`R'x I 4 IFIoom lol I��I I�• I ONC FOOTW0.9 PT.4a6POST I 1 .1 l i l OROPTOPOFFOLRID - ATOH DOORS _ I I i o® --"• I � IfL--------- ---- -------- Q U TYP.ROOF CONST. T 2,BY ,a,o RAGTEru®sec Q COW RIDGE VEM ;,RCD%RYPAOD 6HFATIRlO p` ASPHALTROOFBNWGLES ♦lfi1GFLT PNER • F+}�y� µ.l salRwla.n insuunoN®RArcEnu�Gs Q tab.®lSoc 88'B,�y IUGH OENG MSIMTON®6LOPEDCFR,NGS fJ r T.2a,2R0C£BNWD 32d r. Q 44••, . _— B 9t0'SON H2fi HURRICNlECID'S®PAFTER EIQt9 F�1 'r= FOUNDATION PLAN 14 F4 w / f .3 w TYP.WALL CONST. h� Q Z \\ 2 VT 0.YVI000GHEAnlNO q m .. r It .� \\ Ga,¢m-,si eArr.lwsTAn �-� L/ ,2�= . LOFT . 4 GTPSUN BOMD a vfraG \ \ B wc swrc�EfimBN, 06 OOR Q 1 TYVEK VAPOR BNi1BER GLOE06,NILEO \\ SECONORODR 'Y+• —OOR PARALIAM HEADER ,f ENGINEEPw JOISiS�1F ut TOPOF lE00 s�oev o°RTRs� nv CV . INwLAnoN Deuq xRREcooecP w ' ac inGMA E `�®" SCALE: g 1/4'=I'-0' GARAGE DATE: f oonc sAB TP,rDw ANCHq 8/24/2005 BOLTSO4Cue GOORR)i my of FounO 1 'JOB NO.: T,P CGDnO - RIDDLE UND WAUH YQb RBPAS ATTOv oFwru 7 s DRAWING NO.: SECTION @ GARAGE A3 REVISED:I/06/2006 m . 3 zc,Q ly U)po N 0 a Ct_t mNw- �a rZa W F"m Q W A A A3 I I tf ENGINEERED.NILSB®lSac O U --- W B Q -3 U) Lil I 1t t-T � Q QZ 4 P NFAGER(Ug[1BV OTHERS) PnMLLAM MENfER ItxIID ttt OTER 0. . A °6 O Ioae�GORNER, tstEu wRtrtR7 tGaRIE ooR� A3 _ F4 z E- SCALE: 1/4 F-0" ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN DATE: 8/24/2005 NOTES: 1-)ALL ROOF RAFTERS TO BE 2 x 1(Ys JOB NO.: UNLESS OTHERWISE NOTED 2.)USE SIMPSON H 2.5 HURRICANE CUPS RIDDLE AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPEAAYOUr DRAWING NO.: W/OWNERS A4.REVISED:1/6/2006 y pFTMETp� The Town of Barnstable 9BAASS-LE. M q Department of Health Safety and Environmental Services ASS. 0 i639• �0 pTFO MA+a Building Division 200 Main Street,Hyannis,MA 0?601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection �` fq Location Z �, L/ U"O too Permit Number ?a Owner Builder !/-�� `7--r One notice to remain on job site,one notice on file in Building Department. The following items need correcting: i4 YYb (c- YUces-r iqe-ru9A) tiQze UjK c, A7 TAP -4' V&n-V-q� . 1l� ucl� r�o� tiJ � �tI2 c- v0 V SDO C.U TIT 7-10 ) /lit lz C G I/r & 7 64a-4,y a- S 7- t C. ) 7(,a r\A-1 n ,p 0 Please call: 508-862-4for re-inspection. Inspected by Date / �l D r I CB/DH AM. 19/62 A M. 19/54 ti SOS��30 ti 15.9" D UNDA TIO o A.M. 19161 cB/DH aW AREA=15,923f S.F. O � EA7S 2 BEDROZON% .. ::......L�J/.... DNE QOa c ..ioa a (assursuj' �� CBIDH p %%%:.%...%`. ; Cp SCREENED I "1 AM 19/60 - o FLOOD ZONE "C" FO UNDA TION CERTIFICATION RES ZONE.• "RF" TOWN.• COTUIT SCALE.' l`--30' PL REP 94-47 ELEV.• N/A SETBACKS.- 30-15'-15' I CERTIFY THAT THE YANKEE LAND SURVEYORS "FOUNDATION" IS SHOWNS64w & CONSULTANTS P. ON THE PLAN AS IT EXISTS ` "-�� �cti- �.- P , o ��, � 0. BOX 265 ON THE GROUND. sTEPH=N UNIT 1, 40 INDUSTRY ROAD J DAE MARSTONS MILLS, MA 02648 TEL• 508-428-0055 FAX 508-420-5553 ` e ----- --------�- v(�' O b JOB STEPHEN J. DO YLE, P.L S. vvv DATE.• 03-07-06 NUMBER 53968FND TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map O C Parcel Application# Health Division 1 qA d l — Conservation Division 0& Permit# 2 11�ASS Tax Collector Date Issued IWO Treasurer ��Uu o Application Fee Planning Dept. Permit Fee SEP'i1C SYSTEM Date Definitive Plan Approved by Planning Board DUSTING OF BEDROOMS LIMITED TO�_ Historic-OKH Preservation/Hyannis Project Street Addres u // 1 Village ,mot � 41 Owner l./ �� � � Address 16 i�le�cv�/� ��,1 Telephone a 7�f VS �-��7;7 lVa, C. p J+ Permit Request Pe010 hg ow-le-/ �2G X I CJ - Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size 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 O 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 ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use "" a Proposed Use--.. -- BUILDER INFORMATION Name MArt<- VVek5Oyl Telephone Number 9 " 2?12- Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /04fflV4At SIGNATURE /�� d i DATE 1J . FOR OFFICIAL USE ONLY PERMIT NO. f.+ DATE ISSUED � E+, MAP/PARCEL NO. I � ' ADDRESS i s •VILLAGE OWNER I " r DATE OF INSPECTION: FOUNDATION ` FRAME INSULATION FIREPLACE 7 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH 0. FINAL GAS: ROUGH CO FINAL Jt FINAL BUILDING 0 r r M rr= 0 fn ti i Q DATE CLOSED OUT t. c.r ASSOCIATION PLAN NO. c Parcel Detail Page 1 of 3 v �Rltk,b 594J" . �� 0 Logged In As: Monday, Janu Patty Mackey Parcel ((i I Home Application Center Parcel Lookup Parcellnfo Parcel ID;019-061 Developer Lot?'LOT 177-A Location[284 POPONESSETT ROAD Frontage,88 Sec Road Frontage Village 'COTUIT Fire District iCOTUIT Road Index 11301 Owner Info .,_ -...... ..� ._.. ..= owner RIDDLE, WALLACE G III &THERESA M Co-owner street1116 MAOLIS R ........................... _..,. -__-_�__.... _._ . ._ . _ _ ,... D Street2 City NAHANT state MA zip[01908 Country La ..................................... Acres 0 36 use:8:Single Fam MD_4 zoning RF Nghbd 0108 .,,.e..+....r.,,<...+m+�..... ....+.e_«.m«.,n m ,nian........�.-.e .,.....,., .......... ... ..........e ....,,,,,:,vnm....., .....„..._..,,.....,,:.�.,..... Topography ,Level Road Paved utilities IPublic Water,Gas,Septic Location . Construction Info ..__ ........ ........ ......... ....... .............. Building 1 of 1 Year ,,. ree.,,,, Roof r,, _.. . ,. AC Built 1;1950 Struct Gable/Hip Type No . Effect I Roof r—�p Bed .__ Area 729 Cover As h/F GIs, Rooms Bedrooms _. Int _.... _...._. Bath r Style Ranch Wall Drywall J Rooms Model �R sidential Total ;4 Rooms Rooms _ . <.,.. Grade Average Min In . Bath Floor 3 Style __...W. Kitchen �._ Stones i1 Story � Style I Ext Heat w:w_ Bath Wall Wood Shingle Fuel , split I http://issql/intranet/propdata/ParcelDetail.aspx?ID=710 1/9/2006 Parcel Detail Page 2 of 3 Click for Building Detail .... - . . ........ ..._... .a. Heat� `�'����� Found- �� Type I Hot Water anon GaS Permit Histor _. . ....... .:... :: . :._...__ --- ............ . Issue Date Purpose Permit# Amount Insp Date Comrr 7/9/2003 Re-siding 69985 $30,000 11/6/2003 12:00:00 AM Visit History Date Who Purpose 3/17/2005 12:00:00 AM Paul Talbot Meas/Listed 11/6/2003 12:00:00 AM Martin Flynn Drive by inspection only. 9/10/2002 12:00:00 AM Paul Talbot Meas/Listed 18/9/1999 12:00:00 AM Frederick Stepanis Meas/Listed Sales History _:_..._. .......__. ._ _......_. _... Line Sale Date Owner Book/Page Sale P 1 5/15/2002 RIDDLE, WALLACE G III &THERESA M 15161/027 2 10/15/1991 RIDDLE, WALLACE G III &THERESA M 7730/108 3 10/15/1991 SUMMERS, JAYNE C 7730/107 ; 4 7/15/1988 HOLLAND, KENNETH R 6353/297 5 6/15/1985 SCHINDLER, PETER N 4602/308 6 6/15/1984 HOISINGTON, MORTIMERS S 4156/214 Assessment History ___... „ Save# Year Building Value XF Value OB Value Land Value Total Parc( 1 2006 $67,800 $2,400 $5,300 $205,200 2 2005 $56,600 $2,300 $5,500 $156,800 ; 3 2004 $47,400 $2,300 $5,500 $156,800 4 2003 $41,000 $2,300 $5,700 $68,700 http://issgUintranet/propdata/ParcelDetail.aspx?ID=710 1/9/2006 THE CRO'::=,i.P:JD CP. UP 7SIS9273SE 01/0193 46 CS-18pm P. 001 9 January 2006 CVe give permission to Briggs Landscaping and Construction Co.to delnolish'and remove, in its entirety,the single car garage structure presently in the rear of our property at 284 popponessett Road in Cotuit,MA. N . Wallace G Riddle ,.+ .'Date -71 Theresa NI Riddle Date oo t� P�oF1HE lows Town of Barnstable *Permit# 9 S Expires 6 months from issue date sextvsrnBt.E, : Regulatory Services Fee ASS. � Thomas F.Geiler,Director 0 �plEO MA't°' 1 lIl Bui d g Division X.PRESS PE�I�f Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 ,U L 8 2 00 Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSP EXPRESS PERART APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map%parcel Number Property Address T ojpone-5Saf P—I> C.ok,f esidential Value of Work Owner's Name&Address n ►'' ao/iS. t- Ala. 0p `0sJ Contractor's Name LIC n Telephone Number '50 - 7S ?_ q Home Improvement Contractor License#(if applicable) E Z �9 Construction Supervisor's License#(if applicable) C 5 ®G9 []Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner -r 0I have Worker's Compensation Insurance C� rn Insurance Company Name 41-6461 Workman's Comp.Policy# tV c !�-- 3LF— 33 q37 x —of_3 ;� Y r Permit Request(check box) m ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) Re-side Dl�eplacement Windows. U-Value 3�- (maximum.44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***N te: Property Owner must sign Property Owner Letter of Permission. Signature Q:Forms:expmtrg Re 'vrsed121901 °FtHE�pk, Town of Barnstable Regulatory Services r * sn MAW.i e Mass. ' Thomas F.Geiler,Director v $ i639 �� Building Division �prED MA'S a Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Mustt Complete and Sign This Section If Using A Builder IZZ , , as Owner of the subject property hereby authorize c to act on my behalf, in all matters relative to work authorized by this building permit application for: p (Address of Job) 3 Signature of Owner ate Print Name Q:FORMS:OWNERPERMISSION 7/. BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Numhem, \ 069686 Bia tl5�afe �}3�196 J ? ap 0Q32 $3 Tr.no: 68 PATRI CK M 12 WHITMAR CIR \ PLYM'OUTH, MA 0 3Sg ; I Administrator .64 u Nam" i &. r �: QOEftEENTR U�� IyRe Indid duaf fanPyCanst>uaf�o-► : `:. aatrick Franey .;= ADMINISTRATOR Aly�ou#h r Np 02360 d Y , Results Page 1 of 1 Nome Improvement Contractor Look Up Enter Search terms separated by spaces. Search terms can be Town/City, Name, or License number Select Search type: ( AND C OR Wm Search Results Reg.No. Applicant Street City State Zip Name Title Expiration 12 125198 Franey Whit ar Plymouth MA 02360 Franey, Owner 10/27/2003 Construction Cir Patnck Total of 1 Records matched. Back to Home Page BBRS Privacy Statement http://db.state.ma.us[bbrs/hic.pl 7/2/2003 f' L NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 6'-0' 6'-0" 12'-D- 16'-0- &DIMENSIONS IN THE FIELD 4 4 6 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS: A - DETAILS,&FINISHES IN THE FIELD WITH OWNER AS 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT NEW FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR DECK REMOD. 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS 3' REM B STATE BUILDING CODE;9TH EDITION AMENDEMENT&IRC2015 HVAA - - - A5 5.) 110 MPH EXPOSURE B WIND ZONE co 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY. * 3'0"I>a 6'6 OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING i0 FOIIDIN sTAc 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD ANDERSEN A21 z NEW 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING&PROPOSED DETAILS z MUD— 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF m HALL d I^----- — ALL SIMPSON COMPONENTS Lij " 3-0 H x 4 I l i T i I 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS&SLABS O — EXISTING TO BE 3000 PSI a. — 0 � 1 ;L 3 O 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE w '< ( O n ijI NEW %i DROOM DURING FRAMING CONSTRUCTION RANGE W J DINING 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE WWW �r ��. a O (VERIFY KITCHEN i,ln 13.)FOLLOW ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED ti -6 J LAYOUT W/OWNER) ; 14.)FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY ® ---, H Lves EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION L61 o ww 1 I - INSTALLER/CONTRACTOR. a 3 6 i z CLOS. CL6S. C— S. — 15.)ALL HEADERS TO BE 3-2 x 8's UNLESS OTHERWISE NOTED w / INK L ASSUMED BEAM 1 I I I ABOVE s IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS I I II CLIMATEZONE 5(USE EITHER PRESCRIPTIVE VALUES OR R S HECK CALCULATION RELOCATED NG TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) EXISTINGFENESTRATION SKYLIGHT CEILING WOOD FRAv,ED\PALL FLOOR fiPSEMENT VlPLL fiASEMEIJl SLAE CRAI'.15PACE\'JAl III ! V.F<CTOR U.FACTOR R-VALUE R-VALUE R-VALUE FVP.I UE F-VALUE - F-VALUE - - OOFI M a.5oKITCHEN LIVING A,,.5'JD. 0.55 SG "':E IEI l,DEEF) \5'IS lEI NOTES. t.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. f 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REOUIREMENTS ANDERSEN - 4.13+5 MEANS IRS CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR CW135 W FALSE 8 R13 CAVITY INSULATION CHECKRAIL A SMOKE DETECTOR 6'-2" 5'-70" ©CARBON MONOXIDE DETECTOR 12'-0- 28'-0' FIRST FLOOR PLAN LEGEND: O EXISTING WALLS ; C= CONSTRUCTION TO BE REMOVED ® NEW CONSTRUCTION I , TILL I I ERRORS RSIOR ISSIOSHAL SABE REFOUNIFANr SCALE : DRAWING NO. ®Q COTUIT BAY DESIGN, LLc NEW ADDITION/REMODELING FOR: CONTRCTION.HEBUILINGCONTR THESE DRP\5\NG5 PRIOR TOSIAFT OF 43 BREWSTER ROAD NSTRRE-O.THEEFORTHD°NTF°"GR 1/4" = 1'-0" V.1LL EE RE R—LI S I FOR THE CONTENT C THESE DFAWINGS IF CONSTRUCTION MASHPEE MA. 02649 FOGARTY RESIDENCE THESE DCE NGSAREMTHQUI SOLELYIIFORT PH. (508) 274-1166 OFG THE HEERDFANOTED,A YOTHE 5 S,O DATE FAX (508) 539-9402 Al THESE DRP\„NG5 ARE SOLELY FOR THE D5E 284 POPONESSETT ROAD, COTUIT, MA DETOHF°\cNER"DYED ANY DTHERUSEDF THESE D%'INGS REQUIRES THE—ITTEN 1/12/2 018 ACT CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTICN a _ 12 12 fillrr— EXIST. TOP OF PLATE TOP OF PLATE z 00 ElN 0 � w lilt lilt Hill 111111 111H UriIII III III III III III 111 11 1111111 lilt SUBFLOOR SUBFLOOR LEFT ELEVATION 12 EXIST. TOP OF PLATE - - ❑ 11 11 IT 11 11 if 11 11 If 11 111111 111 to X III I Illill lilt U F SUBFLOOR RIGHT ELEVATION 12 TOP OF PLATE _ Oz r n Xit 11 it DO SUBFLOOR REAR ELEVATION III /// E RORR oRDMI StONS—F.I.INDONJY SCALE DRAWING NO.: ®1 \ 00 COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THESE DRA.vJIN.THE Eft DING CONTRACTOR Imo-\l CONSTRUCTION.THE eFOR T G CONTRACTOR 43 BREWSTER ROAD 6"T ESEDRA N51 IF CO TTRUCTI ENT 1/4" = 1'-0" THESE DR A—IF CONSTRUCTION MASHPEE .MA. 02649 FOGARTY RESIDENCE NG THE THESEOFAMGSARESOELYIFORTHEOF /� MA (508) 274-1166 DESIGNERDFANYERRDRSDRGMISSIGNS. DATE : /�1 FAX 508) 74-11 6 T„ESE DRAVVINGS ARESOEEL,'F OR1US ITTEN 284 POPONESSETT ROAD COTUIT MA CONSETOFTE DESIGE OTHER TEDF THESE ORA\M19NG5 REQUIRES THE\NRITTEN 1/12/2018 CONSENT OF THE DESIGNER UNDER THE ' ' ARCHITECTURAL COPYRIGHT PROTECTION ACT OF AS rt NEW 12"DIA.CONCRETE 6'-0" 6'-0" 12'-0" 16'-0" SONOTUBES TO 4'0" BELOW GRADE.USE 4'-6" 7'-0" 4'-6" NEW 8"CONCRETE FOUNDATION VVALLS 6-12' INSTALL 5/8"ANCHOR BOLTS AT 48"ox.MAX, SIMPSON ASU44 POST $5) , BASE NEW x t8"CONCRETE FOOTINGS TO 4'0" FROM END W/SIMPSON BPS 5/8-3 BEARING PLATES ACCESS BELOW GRADE W/2 x 4 KEY OF PLATE PLACE BOLTS WITHIN MI 15.OF EACH PANEL CORNER AND TO A 8-MINIMUM DEPTH 2-PT,2x 10's ———— --- --- B — B I-- --------- ---- I AS A �I I ow 1 -- -- -- -- -- -- � I I wQ - __ I Ir J NEW 2x8's@16"0.C. I I OI I I I I I I 1 I P.T.2 x 6 SILL W/SEALER 1 N - H NEW EXIST. a Z PANELS CRAWLSPACE 0 LLc (2"CONIC,SLAB W/6 MIL POLY UNDERNEATH) - NEW4 DIA.LALLY NEW ADDITION ANCHOR BOLT DETAIL COLUMN ON 30"x 12'CONCRETE NEW 3-2 x 12 GIRT - FOOTING - EXIST.GIRT - SCALE: 1/2"=1'-I)" - - J --- --- - a ----e --- F 1-4 NEW 2x 8's@ifi"o.c.. F n NEW o INSTALL 5/8"ANCHOR BOLTS AT 48"o.c.MAX. 6-12" W/SIMPSON BPS 5/8-3 BEARING PLATES PLACE BOLTS WITHIN 6%15"OF EACH CRAWLSPACE 0 OFp FROM END PLATE CORNER AND TO A I5'MINIMUM DEPTH FILL CMU CORES W/CONCRETE TO SET - - THE NEW ANCHOR BOLTS ----------------- _ INSTALL#5 REBAR INTO EXIST. - - O - CIdU CORES AT 24"o.c.8 FILL _ w r - t481-ox. W/CONCRETE a - n I LIP X-0 I - I EXIST.CMU FOUNDA ON I - - WALLS TO REMAIN EXIST.10"THICK A CONCRETE FOUND. - WALLS TO REMAIN I A5 (NO FOOTINGS) 28.-0.. - FOUNDATION PLAN P.T.2 x 6 SILL W1 SEALER IF I I I INSTALL FLASHING UNDER I HOUSEWRAP 8 DECKING - - I DECKING I FLOOR JOISTS P.T.2x 10's @16•o.c. - KITCHEN ANCHOR BOLT DETAIL SCALE: 1/2"= 1'-0" INSTALL PEEL 8 STICK - - RUBBER MEMBRANE BETWEEN LEDGER 8 SHEATHING P.T.2 x 10 LEDGER BOARD SCREWED TO - SOLID BLOCKING W/(2)LEDGERLOK SCREWS 16,o.C.W/ZMAX LU210 JOISTS HANGERS - INSTALLSIMPSON DTT1Z TENSION TIE 5 AT(3)LOCATIONS ' FROM HOUSE TO DECK JOIST (1)EACH END DECK DETAIL HE DESIGNER SHALL BE NOTIFIEDIF ANY NEW ADDITION/REMODELING FOR. TERRORS ORHESEDAWINSPRIORARE TOSTAR°ON SCALE : DRAWING NO. Q COTUIT BAY DESIGN, LLC THEST—TIIN,THE BUILDING ILDING CONTRACTOR 43 BREWSTER ROAD WILL BERESON.TBLEFORTHECO CONTENT 1/4" = 1'-0" WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAN\NGS IF CONSTRUCTION MASHPEE .7MA. (0�2649 FOGARTY RESIDENCE3 ° "D /� PH. (508 2/4-11 VV DESIGNER OF ANY ERR ORS SOLELY 9� DESIGNER EROFANYFRESOLELYFORTHEUSE DATE FAX (508) 539-9402 284 POPONESSETT ROAD COTUIT MA OFTHED NER NOTED.ANY GTHER LEE DF THESE DR OF REQUIRES THE V.'THESE 1/12/2018 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF IS.. 6'0" 6'0" 12.0'" 16.0" SOLID 2.x 8 BLOCKING IN THE CUTS I E - TWO RAFTER 8 CEILING JOIST 6AY A @ 48"o.c.,ALLOW SPACE FOR FLOW ON THE UNDERSIDE OF ROO AS SHEATHING TYPICAL ASPHALT ROOF SHINGLES B B 5/8"COX PLYWOOD SHEATHING 2 x 10 RAFTERS 15#FELT PAPER p USE SIMPSON H2.5A HURRICANE CLIPS WINDA5 p A5 _ AT ALL RAFTERS ENDS O BARRIER WASH r 3 0"WIDE ICE/WATER SHIELD m C ALUIv11NUM DRIP EDGE p tt • 1 z 3 STRAPPING W/ —7 x 8 FASCIA BOARD 1/2'GYPSUM BOARD 1 z 4•SOFFIT BOARD I 1 x CONT.VINYL SOFFIT VENT 1 x 3 SOFFIT BOARD TYR.2 x 4 WALLS 1 2/4"CROWN 1 z 6 FRIEZE BOARD 2.2 F 6 H R. NEW ROOF TO BE - BUILTOVEREXIST. - DETAIL AT WALL ROOF W/VALLEYS _ ON THE FLAT w I m I O SCALE: 1/2"= 1'-0" po m - -T I I I NEW 4 z 6 POST FROM RIDGE DOWN TO BEAM BELOW - - NEW 2-1 3/4'x 71 1/4)LV DGE B EAM m XISTING RIDGE BOAR - p z N 1 I NEW 4 x 6 POET FROM RIDGE DOWN TO BEAM BELOW - - OI L EXISTING 2 x 6 RAFTERS —— TO REMAIN IN PLACE A NAILING SCHEDULE A5 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING ROOF FRAMING: - - BLOCKING TO RAFTER(TOE NAILED) 2-Ed 2-tOd- EACH END RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-tEd EACH END WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS 12'4 STUD TO STUD(FACE NAILED) _ 2-1G d 2-16d 24"o.C. HEADER TO HEADER(FACE NAILED) 16d tad 16"o.c.ALONG EDGES ROOF FRAMING PLAN FLOOR FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-Ed 4-10d PER JOIST BLOCKING TO JOISTS(TGE NAILED)' 2Ftl 2-10tl EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-t6d 4-.i6d EACH BLOCK NOTES. - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 16d - 4-16d EACH JC IST 1.) ALL ROOF RAFTERS TO BE 2 X 10's JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Ed 3-1 Od PER JOIST UNLESS OTHERWISE NOTED BAND JOIST TO JOIST(END NAILED) 3-i6d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 2.) USE SIMPSON H2,5A HURRICANE CLIPS ROOF SHEATHING AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT WOOD STRUCTURAL PANELS IPLYWOODI RAFTERS OR TRUSSES SPACED UP TO 16"o.c. Ed 10d 6"EDGE/5"FIELD W/OWNERS RAFTERS OR TRUSSES SPACED OVER 1E"o.c. Ed tOd 4"EDGE/4"FIELD GABLE E14D WALL RAKE OR RAKE TRUSS W/O OVERHANG Ed 10d 6"EDGE/6"FIELD - GABLE END WALL RAKE OR RAKE TRUSS Ed 10d 6"EDGE/5"FIELD W/STRUCTURAL OUTLOOKERS , GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS Etl 10d 4"EDGE14"FIELD CEILING SHEATHING. - GYPSUM WALLBOARD 5d — 7"EDGE/10"FIELD WALL SHEATHING: ' WOOD STRUCTURAL PANELS(PLYWOOD) STUDS SPACED UP TO 24"o.c. Ed 10d 6"EDGE/12"FIELD 1/..&25/32"FIBERBOARD PANELS Ed — 3"EDGE/6"FIELD ttT'GYPSUM WALLBOARD 5d — 7"EDGE/10"FIELD FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS •6tl 10d 6"EDGE/12"FIELD GREATER THAN 1"THICKNESS i0d t6d 5"EDGEIB'FIELD III /// THEoEEIOR SHAHEFEEFOUND ANY SCALE : DRAWING NO.: EE COTUIT BAY DESIGN, LLC NEW ADDITION/REMO-DELING FOR: ERRORECIION. HIBUILD- UID CONTRN L ,\ THESE DR—NOB PRIOR TO START OF 43 BREWSTER ROAD �oNETRRES-1.THLEFORTHCDNT"E"ll 1/4" = 1'-ON Vn LL EE RESPOIJSI S I FOR THE CONSTRUCTION Ji MASHPEE MA. 02649 FOGARTY RESIDENCE SE I)DRA\MNGS IFF—ELRTH //®A■■■ CCl.!MENCEE VnTHOUi IJOTIFYING THE ■ PH. (508 274-1166 THTHEEROEAI.YERD.WTDOHERUSEOF DATE THESE DRA\Y1NG5 AFE SCEEl1'FOR THE USE OF THEcV.MERS,REQUIRES OTHER ITT OF FAX (508) 539-9402 284 POPONESSETT ROAD COTUIT MA THESE°IOF7HSESIGNRUNDERTHEN 1/12/2018 GONSENi OF THE DESIGNER UNDER THE ARCHNECT U.—COPYRIGHT PROTECTION Fcl OF 1ccp, .x G • TYP. ROOF CONST. TYP. ROOF CONST. 2x 6 ROOF RAFTERS @16"Q.c. -2 x t0 ROOF RAFTERS @ 16"o.c. NEW 4 x 6 POST FROM RIDGE - " -5/8"COX PLYWOOD ROOF SHEATHING -5/8"CDX PLYWOOD ROOF SHEATHING DOWN TO HEADER W/4 x 6 POST -ASPHALT ROOF SHINGLES -ASPHALT ROOF SHINGLES UNDER EACH END OF HEADER -15LE.FELT PAPER USE SIMPSON ACE6 POST CAP -BATT INSULATION 15LB.FELT PAPER AT THE ENDS 8 BC61N THE MIDDLE @SLOPED CEILINGS(R=a9) -SPRAY FOAM INSULATION -SIMPSON H2.5A TIES A7 ALL RAFTER ENDS ra SLOPED CEILINGS(R=45) -2 x 10 RIDGE BOARD -SIMPSON H2.5A TIES AT ALL RAFTER ENDS - AT ALL RAFTER ENDS -MULTI LVL RIDGEBEAM 12 2-1-3/4"x 11 1/4"LVL RIDGEBEAIA � -ICE/WATER SHIELD AT BOTTOM A7 ALL RAFTER ENDS MATCH 2 z 6"s @ 16'o.c. TO"OF ROOF -ICE/WATER SHIELD AT BOTTOM EXIST. 12 -ALUMINUM DRIP EDGE 3.D'OF ROOF - 12 MATCH ALUMINUM DRIP EDGE 3 EXIST. TOP OF PLATE - TOP OF PLATE x s aI o.. 2-2 x 12 HDR. TYP.WALL CONST. 1/2-GYP.BOARD 1.2 x 4 STUDS @ 16'ox. ON 1 x 3 STRAPPING 2.1/2"PLYWOOD SHEATHING @ 16"o.c. z 3.(R=20)SPRAY FOAM INSULATION 4.1/2'GYPSUM BOARD 5.W.C.SHINGLE SIDING _ 6.TYVEK VAPOR BARRIER O H R OCATED NEW NEWS FIRST FLOOR UBF OORLGLVED B NAILEDKI OOD CH EN MUDHALL FIRST FLOOR HVAC P.7.2 x 8's @ 16"o.c. SUBFLOOR - SUBFLOOR NEW 2 x 8's 16"FIX. P.T.2 x 6 SILL W/SEALER NEW 2 x 8's @ 16"o.c. 3-P.T.2 x 10's W/FASCIA @ - 3-2 x 12 GIRT SPRAY FOAM INSULATION( ) CRAWLSPACE - CRAWLSPAC.E - _ TYPICAL 3 12"-DIA. - STEEL LALLY COLUMN 12"DIA.CONCRETE SONOTUBES TO 4'0'BELOW GRADE.USE SIMPSON ABU 66 POST BASE L__f-NPICAL 30'x 30"x 12'L�ij , CONCRETE FOOTING - (2-CONCRETE SLAB W/ 6 MIL POLY UNDERNEATH) P T:2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(1)LEDGERLOK BOLTS -16"ox W/JOISTS HANGERS AT BOTH ENDS (::A:)SECTION @ KITCHEN/MUDHALL NEW 8"CONCRETE FOUNDATION WAILS - Arj W/8'z 18"CONCRETE FOOTINGS TO 4'0" BELOW GRADE W/2 x 4 KEY - ER DESIGNER OROIAE IONSLL NOTIFIED ARE FOUND SCALE : DRAWING NO./ ( COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: ERRORS OR CIASSIONS FRE FOUND ON III\ THESE DRA NGS PRIOR TO START OF 43 BREWSTER ROAD CON_"TRUCTP NSIBEEUILDINGFORTH CONTRACTOR 1/4" = 1'-0" VJIIL 6E RESPONSIBLE FOR THE CONTENT EE MASHPEE MA. o2s49 FOGARTY RESIDENCE DESIGNER O FIFCONSTRUCTION CHESS RA I'4THOUT NOTIFYING THE ` _� DESIGNER OF ANY ERFORS OR FOROMISSICHS, DATE PH. (508) 274-1166 THESE DRAM NGE ARE£DLELY FOR THE USE FAX (508) 539-9402 284 POPONESSETT ROAD, COTUIT, MA OF ._ER NOTED ANY PROTECTION THESE NT OF E REQUIRES THE NRITTEN 1/12/2 018 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION 4.CT OF T990. COTUIT BENCHMARK. R TOP OF CB/DH SCHOOL STREET ELEV. = 98.21' (ASSUMED) � �G A.M. 19/62 ��`�0Q� LOCUS Q WELL s e E.XIS"ING SEPTIC SYSTEM '� G4' ESSETT O� INSTALLED 1%4/01 pOPR D PIT ',, 2�3p,� BY ROBINSON SHELL LANE �0 PERMIT 101-649 o y A.M. 19/54 00 ♦ OUT / Ip2 , � E.� ♦� CLEAN �� , QS ♦ o O / LOCUS MAP 16.2'�� gOP AGE PB04E ♦` 0 99 � g 5 PROPOSED CB/DH W ♦♦ GE R°� v- loo .1500 TANK CAL yam' c� A. lv' 1�/61 PLAN REF. 94/47 O ♦�1) 8 ELE oo� AREA==15,923f S.F. DEED REF 151611027 A.M. 19/55 � ♦ 1 o,F• ♦♦ W ► �� ZONING: "RF" ASSESSORS MAP 19 PARCEL 61 1 ♦ ♦ ToAo`S�' \ 9 S GRO UNDWA TER OVERLAY "AP" ♦ lf• ♦ ♦ 4 1 -1 / �, ♦ , EXIS74jNG:,, 2 BEDROOM ' ► ► SITE PLAN OF LAND ARAr + �� •• 1JT1'ELLING� ► r� ► -41-�, 1 ► ,V i(TO BE RE vED) 98 „ ,,,,,,,,,,,,, �_�- 1ti �✓ , 1 , O LOCATED AT -� „,;;'�►' •F F' E'L&'V_ ,, �, ► _ ► ,� #284 POPONESSETT ROAD o "100.5; (ASSUMED)• � ► ; (b � l CB/DH �, ,; ; `-- J e� / COTUIT MA. � ,�EXISTIIVG PREPARED FOR: PROP, � � � R E ED ^ ; SEPTIC Qj i � �® AAA.4,� SC E N -._.Art SYSTEM �, WALLA CE G. III & THERESA �RfpEx�'� ® � PORCH - $� ��`� F SI ��ft RIDDLE W P �Fo ys �� �oaS ► i / �' STEFHEN 3p o ,� --. ,,,`` wasY*37559 SCALE: 1 "=20 ' OCTOBER 3, 2005 / O REV- 1-, REV A.M. 19/60 t` 96 REV , �. BRUCE �' •" MUG. ` YANKEE SURVEY CONSULTANTS No. 7as UNIT 1, 40 INDUSTRY ROAD P. O. BOX 265 - ; , F-IST E����a MARSTONS MILLS, MASS. 02648 t ' u�,qiv/r���p�V TEL• 428-0055 FAX 420-5553 s SHEET 1 7 F J# 53968 GM I EL. = 100.5 710P OF FINISHE, _FLOOR, 20' MIN 10 MIN. CONCRETE COVERS 4" SCHEDULE 40 P.VC MIN. PI7L^H 118 PER FT. NO BASEMENT / 1/4"-112" (CRA NZSPACE ONLY) / ♦ ' ' / ' / ♦ / / / /-7 CONCRETE COVER WASHED PEASTONE EXIST. & PROPOSED 6 MIN. 6 MIN. ♦ / / / ' / ♦ / / INVERT 75 / ♦ r r ♦ / / / / / /�♦ r r r ♦ ♦ r r EL.= 95.67 r -- 7-112"AMEW. FLOW LINE 1 10" MIN. 14" EA2ST CAS NVERT �2.0' o 0 0 BAFFLE o 0 o O a O O O O O o � EXISTING Ec.=_95_4z 6" SUMP ��INVERT o °o o o o _ 91.6' INVERT _ PROPOSED E�.= 94_0_ EL.= 9 B_ 4' 4 EXISTING EXISTING — INVERT 1,500 GAL TANK EXISTING SEPTIC SYSTEM' DISTRIBUTION E[•= 93 6 — EXISTING -� 7bP OF 1t7uNDATION INSTALLED 1%4/p1 BOX (2) 500 GALLON LEACHING CHAMBERS 100.5 10' MIN. BY ROBINSON -25' X 13' TRENCH FDRMATlOJ1� CONCRETE COVERS PERMIT #Ol—649 SOIL ABSORPTION NEW PER SITE PLAN BY DOUBLE WA HED STONE SYSTEM (SAS) GARAGE DANIEL JOHNSON, R.S. SLAB EL=99.5 DATED.- 9124101 ♦ r r r ♦ ♦ B MIN. ♦ / / ♦ r r ♦ / B A/IN. / ♦ r r r ♦ ♦ / 4"SCN40 PW PIPS NO OBSERVED WATER (8120101) ELEV.=_8_6.6__ [OR b1QUAIV MINIMUM FLOW LINE 7t7 EXIST/NG PI9CH I/4 PER FT 1 l0" 1500 GAL TANK INVERT M/N. 14" INVERT [,=97.50 ADD GAS [ =970 PROFILE OF '"W SEWAGE DISPOSAL SYSTEM EL.=9y z5 PROPOSED NOT TO SCALE 4500 GAL TANK r� OBSERVATION HOLE 1 DEPTH HORIZ TEXTURE FCOLOR M07T OTHER GENERAL NOTES 0-8" 0, A LOAMY SAND 10YR 4/3 8"-17" BW LOAMY SAND IOYR 5/8 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 17"-32" B/C LOAMY SAND 10YR 6/6 DESIGN CALCULA TIONS. TITLE 5 AND THE TOWN OF BARNSTABLE____ RULES AND 32"56" Cl MEDIUM SAND 2.5Y 8/2 PERC REGULATIONS FOR THE SUBSURFACE DISPOSAL. OF SEWAGE. NUMBER OF BEDROOMS EXISTING 2 2) TWO COVERS ON SEPTIC TANK SHALL BE BROUGHT TO 56"-132 C2 MEDIUM SAND , 2.SY 8/2 (EXISTING) WITHIN 6" OF FINISHED GRADE NO OBSERVED GROUNDWATER PROPOSED GARAGE- (I BEDROOM) 1 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF GARBAGE DISPOSAL . . . . . . . . . NOT ALLOWED WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DEPTH OF PEl?C. TEST 32"-50" TOTAL ESTIMATED FLOW 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE ( 110__CAL/BR./DAY x __ 3 BR.) 330 GALIDA Y USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SOIL TEST EXISTING SEPTIC TANK CAPACITY 1500 GAL BE MORTERED IN PLACE.5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITHSOIL TEST DONE BY. DANIEL..B. ✓OHNSON, RS. PROPOSED SEPTIC TANK CAPACITY 1500 GAL DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO DATE OF SOIL TEST: AUGUST 20, 2001 SOIL CLASSIFICATION . . . . . . . I r OBTAIN. SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. DESIGN PERCOLATION RATE <2 MIN./IN. 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR EFFLUENT LOADING RATE • 74 GAL DAY S.F IS 719 CALL DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS ". PRIOR TO COMMENCING WORK ON SITE LEACHING CAPACITY (AREA X RATE) 347 GAL/DA Y 7) CONTRACTOR IS TO VERIFY.GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. (25X12.8X. 74)F(25+25f12.8112 8)X2X. 74) 347 GALIDAY 8) PARCEL IS IN FLOOD ZONE--_C"-----, 9) LOT IS SHOWN ON ASSESSORS MAP -19- AS PARCEL -61 ---, 53968 SHEET 2 OF 2 JOB NUMBER ____________ T LOT 1644 O�ON�SSE-C� CB FOUND F�NOE _ S�ccKA°� 3s 2 PROJECT LOT >8>B / LOCA'nON ' 35.6 CB/DH E ��NGE , FOUND �aO��° 35.9 LEGEND I B>v,T _S � 2 ! 34.6 37.+ -------36 - -- EXlS11NG 2' CONTOUR / WATER 35.7 j6 9• SERVICE ��s +355 EX/SnNG -SPOT ELEVA170N LOCUS MAP 22 '`\,c• q�E• 37 5 161 PP EXIS77NG U77LITY POLE NOT TO SCALE 1 ' �yoG 37.6 p�SF MH O EXISTING MANHOLE COVER CB/DH o CONCRETE BOUND W TH DRILL HOLE FOUND j LOT >771! 1 15,9,23.E S.F. oFc� 37,7 EXISTING 1500 37.2 • GALLON SEPTIC O TANK & DIST. O 37.4 BOX (LOCATION +r*� A. LAWN O APPROXIMATE) 3P Z LOT >77B 14" TREE v W ���" 37.1 `� GENERAL NO TES: w DOUBLE �k O s 1. HOUSE NUMBER: 284 TRUNK LOT 177C (A 3s.s w� 36,11 6$ EE 25i- 2. ASSESSOR'S INFORMA 110N: MAP 019, PARCEL 061, LOT 177A \ 36.0 37.' _ 1 i +36.5 . _ °3. FLOOD ZONE' X PANEL 250001 0752 J 7 16 14 w `�k ' 4. ZONING TV"TRICT ll,F +�35.3�- S.z x 5. LOT BY rn A. EXISIf'VG STRUCTURES: 2,029 S.F./ 15,923 S.F. = 12.7X scREEN ExIsnNG , B. EXISTING do PROPOSED STRUCTURES• 2,374 SF./ 15,923 SF. = 14.9A PORCH HOUSE #284 L r-17 E E 3s•st 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY +35.a 17 ' / 30=4 7. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988. STEPS 36.0 36.7 �ol g ONE O EXISTING 34.9 C088LE SEPTIC SYSTEM (LOCATION 34.8 ` � APPROXIMATE) LAWN\� / ° S/TE PLAN BENCHMARK: CB/DH MAG. NAIL \� FOUND EL. 34.40 N86`'3 E _ FOR +34. BLE MH53 +35.8 --�+ SEAN P. & JENNIFER FDGARTY cos 355 #284 POPONESSETT ROAD ROAD 34.5 33.fi �E���T-� (�' WIDE) CO TUl T, MA POPO 35.3 O .,.:.,__.M PA N PP Scale. 1 "=20' Date: JUNE 26, 2017 2��fytH OF Mq'SS''4� • . `` yar�wck dPc .4ssoczates Inc. GARY S.IABRIE �tr 20 0' >0 2Q fL7 0 NO.4003 u' 63 CDZ69Z Road Bow 801 DRA,w Bri LM, RJw. DALE 061261y7 � tJ Fc`s North Falmouth, Mass 02558 CAEMW B)': 62 SWT 1 OF I SCALE 1 ,N01 = 20 fFFT t AN (508) 563 •- 7777 P.'�Lmd PYnlwts 200415S170291dw9lM1702y90 dwy a 6- 9f17 E _