Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2084 MAIN STREET
.,. . , 0 e ' , .,,�.. �..,.. [/rf/T�(//f� 1, n .. ,. ........_ . • ...,. ,. /, . • , Al-• '14iriiiiiimum.111111111111111111111111111111, f,), .it ,i'g, ' (( ti i'l,till,' l ' r{rrd{, '� $ { ,II e+11 , ''ti/ 7({ a } ,t i P •.yt.. ' , t, i; .i .T 1 14: I, r V k fij 1"R'-'-'t 1 $v rj'', d ''t t ,, i. , a. tk , i }if '� r r} +� ' � 1 1il , •�. t�l } .y !� { ,7 �l,t 1 1r{ryiai { t , 1 ,Y ',r ,r 1`i i„. ! ( i rtlnIs riiii a a'• i 1,:'} f. ,Y tt � R d t ! 1y � l •a # Ij, 'r1 Pr �� 1. y P I, ty t 1. a r q r � 1, 1 't' �� f` �l 'f �I ( t � i �1ty ttp'i II 4 IT' T }� 6{ �,: i ilv,.`it..._t, ." 1 i.` ` f l 1 1 }}�. a� ! a t " ) ! .' w. fj ;' 4 :.' "' fxg + ,j A j ,� ., M i r 1. f: , 1 r1t tl I ti {, `:Yt tli k 4 . & •A { k> � } f ,. , y , 7 ,1 1 it. t.f f gt t ,. 1)111 ,1 all , 1 t,, • • • ,f ! d: , x ,' 1ii d� ;, ,€ I • -t,j i V, ,,r k �. �1'I t') t 5f l t' ', �. (',�f�''�,j� ; f' �1111.1 +' i!' 4, �i jl ` !�i �.t :kg,: ( yr� t t a •�'� 11.14 , r � lT 44 � •J "`j� � . a,t. '�t � !.� • �W' ;lr � ' t � kill", �'.t , i d} ` '{ ,x � � , �� ` i f 1 } 4 iq 4e,'.:' i . : till), 1 • r i; t , r 1 y. r , 1a i ` 'tt5 i j r .1 � } lt 1 ,�k , '� r-n, t , 94,t, , +�� }� , ,. , a -� II � . gf � . �� ;,., 1 '''r , i ' t� '' .• �7: ( �, l r �f� };: , � � a} ! ,� . �t i �li � ,�n {,� • } P , P l ' ++ r d :!' ' , F p ! t �1 1� ( '� J r , I g { i ,{}') if� r}:tr , ' � i. f)(r �I't i ';ft{/( 1' 1�}}d�j{{ty 1'' Y I ( J i ,1 ly /i' 1 '1 F 1 y �'.r, y, � � i 1 1 Y {y q ,i . r jt 1, t ,� 1 7� �' , �_ ;• 1 ,��• , � {. d� + ,N { _,1 !.' 9; �'' r: .'r ��' , �� �'it-� if }�' Is ",,I, � It J` r t i i'. .d' • # It! S yf: It 1 i �` V a,q C f. �,r y ,a t t a • 55 jt i ) Nh d r / � �" 4 ++ �j pq y f( l//t� `jr • 4 yJ$ ty �1 �I 7 ' e��.t [.. _ „ ,' 1 i.11 � h i'' ,• l t.� � � ,� t td � �' �,� •1 F �N 1, }t. �1 ss ` (' 1 • a: � t v .r' !• sti i ,'d r!Ai !ry5 I ) t' ,,(� tSI t � i 'y , �': ,} � ,,�-r I 4f c'` , : �i , 1 1.11,,,A 1, t' • , 1,t, . .41 A,,..1,p 1, ... '111,4 ',.i. '/,y Iq } �f l�, f' 1 s f' f I111.'11' :t t �` , iti F' ,i , 1,{ jyf yA'f {"� d a hl a 1i t li-ri,,::1 ; ' - !1' y .. 1,. ' " ...;-. i ��. .. r: �il 1,�I�f��'tr :11 i, } , � 9�: `y{'!t 1, N {[ ,, �I ��t,}�t 7 h "� ,# , jj 4 i.,_py} i , (d ) i J at`' ! { ;, k :, . 1fr'' jjry) « g, : r ,. :! r� , liit Oa �I I..1 k,, 1 ,. ,( �, '. ?, : � . . 1... '.�, , d� }, . , i ! � , i'. tr li41 , 4, 't F �te^. � N, 16i. y.�:i s..Fy! , � �:41 ,,,14 q x�� '.. t '. . ,�rr #� ' i �� 'a I l'.� ({)i�f � �. ,. . ,, �� � , 1 �.. .,(� i. { � N � ' _ ? .., , �,�,,Y } 1 1 } ' ^ r.,; . I}1 ( ( , , ,, ,d,g,, tit, , t �. , n :YR`, lit , , i }17 , Y,x .1�R t4 4 , .1 r 4 ,1, 1u 1,4, ,_(� tr ,f �r , i, i , 1kJd.'i[(�1.�{) �r z. t F �,,J�t , t.'�}�'�j. �, I .. firaFidC k �� r� i � � 1 1 � r ./iic.. � r - �` "!"1i�J,F � g , 1 ,}.� },.1. a� ..d. � },��} t. ...�' ,P i 1 Y 1 '� }1i :ili.1 r,, ,i', ( I I4 i 1. k t : tt t'•S ( lt'- d. Y V1 r ,. I. Y ,•,, *Ili, IRii'.. t r pp jj � '.• .Ar 'g -: �: t ((dd ,., r '. i'�`• - � .. L '�� ' ,# - t. ��d7 S �. •r �.g•�, it -; -' t, ��;', k � i:,. ):. ... Ik��r l; t. '.rtl. !� {)g� 1,',: � :'i'1. P trF(}o Py{�� ! 4 �1' �.:.'. �! - . .�f, .��i1':.� � . . ,A. 'tl� is lip •.,A. . )� i '^�+i �, ��}y+,;�.� d�E .:.�, (5R.y1 .d,, },,, it � 1. } A• { , t.i. R:. 1 /1 N 1..1. •. ,.. 9 : P 4 }. .Ara. f :+ r l Ii'l i .1 .� ` df�. kft r to9 i i I` - 1, i • llfki.. f f 1 4 F �.Fr� � 1 >}'r:t '�Y'!� ':a ld � �� ,� 1 ; ,t- 1{ is a.. � j k,. (i,� ,�,! I .'S ; ��� :t I' a d{$}',�� ks j� /��'{ �:. : � �c� _ t� ii� '.��:. , � i ��, �. 7 l '9f ,;, :� .. j� �'i.' �' � ,d4� iA. Ik�i:ill ��t•. �, ht !1 �It�i.' :� 'SS .r i , ? r (1 1 ar. t! t d : 1 i , f 1 ,� ,, _ � � + �', �' P . !' ��"� � it �' 410'r ,t' � � 1. ift �� �( •�.. r Pd151 �t' Zil r ,t F .. �s Al� � 1��'dc+S]{ � r �� � .,, 1 y'J ti �. �' i..i r t' �'. 1 �1. ..!. - P ?1, I P}'' - a i 1 ', , 11 i f, ; } 14,44 It j "��Y d. �� :ti q}.,J,� If jj •'t� ;� ;i� �r,�f� ��� � t r�. 1 1 , �, �'- 't � #� 1{ � ! t �' ► d. . C # tkr. 1 -t' �1 iiii,l , t � 1.'• �' �` , ! ?� �, 1, t } * ,, f ,1 4� ,It } 1 ,t :r ,1H } 0 1 i r1. f 1 ! t :d* , r' + 't' 1. t 1 'R' , •d'y •'. :i ,I i ! I P. ••[ ' + -1 x 1 pt, r d ,d 1 f ,i �' � f �, �� , { y. � �, ,� ii k . , �• 4 d '� t ai a. ' � •� �itirdi, 'iii. t � �• �; l rr d � �r i sY , '' .Irt,,. .aj p •}' r s ' n�' !i , //. ,' .i S f '' 4 "' � " i' j} 1jP�f1l{, �{Yj It •1 F tg: i �' t �, P� L ' i ` .t iJ ,}' !�`' � �; � """lll 1 SS `1j �([ N Jttt, � 1 ,: 1 1 ��. � f ¢l► +l gk � � :tf f•� w 1'. N•. { f( , .'� :� ,ii :li .„i,,, 219 1�7 it�. �� �'•� r� !d! �' t r r. a iti ' iy� ��� :� `� t �s+, ., ;; } ff ' S. + . ' ' �i, � ' F I" i � ',2. .�r� rf,. '� V�', :,� � ',Ili y ,. t•" '. } ,.. I �f` P # d, � t ';� � � k' � I. C� k , a c � � ' ' :� ; : 11 � ,• II,� lr, �;, '�a=, } ''r /' ," t ., 'td t :f�.,. tI '�: �dfi; ..' , i r r y' � ' 1�} �. d i. } : ., ��, Y . ;. �t, -} r � I .r, 1a 1 .� ). � r � t,l l ��1 r � ( f .1..} � t. d}1r fi.,.y + 1;� .� � �",i �,�. .i'11'.. d. ..4 , , r. }, r ! } ) N'• 1,f } ,1, ',•` ,f 1: •. ,1( 1 d k ` iI .I r;i P f � ,1 t}_ �, 7-... y�}{. ,'/ �';', � �� i RR !{ f � ( ,'- 1 ,r{�t' �(, L t {j ,}r4�S �Y(y�r ( �{ ,li � � ''N�{ i � , iar r� 4. , (� " ' � )3{ g � � �.Lr17� , ,r , a Y �': rl 'fir { � N t to I ?k � 9 ftt C4 +( 1t,. ,�?(i d d r /1 ' .t f i : is• ' � ! i. I. 1. 1 �,a� { } #� r ' � ,, r a g� � 1 � � � {� g•'+4 � 1��' k . � f „1� � �� ' {;: r ' �NI !�, 1: , - w 1�. '� . �• } 11. t .'+ fa :} ,•s - t.1 1 i , it , , Ii .tt { i 4d '� ��' '1 1 `+ 0 6 1 1'' v 1 � S. � 1 d , # ' • :. — ,', t,)), (. • da � , ,� "�, ,; tr '�� »!r r'}t � e t. '1 , r ! 1 �. .r �l'I r : jr t� x� �. .t,,� r k g , ,i� Y; it" .,{ ) y iv'l�i � � rr � '(. f' � a � ��. 1 � } it ! , r ( ) � � d� } ;` ��: C `�� '� t. j i' ., �;L , c �. 4/1.ftlitir } a �.i1 �� �ii �t it 0 .,, � 3�. ,� .µi. f � , fE � 1 } �r,. (..,!:� � ... { ,,i<I ,! t �:�1 jl �',1. i' la r f .'.t _��� r .'Ati i....r , 1 f s, I { ) , a, :� ,.P t , 1.t ittol ) i rlliiiii' ,), 0. .t� � t I s , d� fl t �1 �fl/ 11 A� rr'; n • .dr:r.. ,� f j& .)' :1 } �" �. :;i.. • T , t ...111.0 . ; i t {I ?� l.. 1.ili 7 , �i l f ` t . , ! , .,,li , t r , JM , , of ,i,,; P, , Ci 1 4 r '! d, ,". , ,., .y. u : ' '1 , .: t: `i'�+'� �� � I ,: � 1 ��j{����.y ! 1�. .r'� t t � - , d � :, � �'�. , ¢ ; (Ir �. d•t' r i' � P .1,IT_: ! � t .�} , � .',, , 1 — ', � i ���,, ,.. r ft trt ,. P , ( i{ )7 i ,f i11' 1{4,}{.., 1 t �.' ! '•- 5., jf:':,�(ryi�"• ),:,. ,. a �, :' S ,1,('�`:. 'itdatti . , . ' '' 'r l(y '. M' ' r ,. '# : ,, , .'. � t �{: -, ;T .. k J{j } rl .f .,l. 1 d R • rr11.+}!'�fN. V ' - i,1 d t i yS .;,..,J:d i.. T { i .. it {. � } 1i 111 +t,� 1 ,.. t+, i','ili . 1. i , i ,Y: £. } di t. • I i N 1 1, " ''' 1 } i. ,.r 7 I. li 1 k ' r'..1' iit.' tl',t.t'f ;1(1,.,'''' : ti (t I t is „ "it .a, '� tLi ;1 $ li` 1, } yj)v k S 1, t, i,k '1j t 1 , ;1 ; ` f Y1 t �y( 4, ,j' � 1 ,111#_ pp lilt, r 41 4,T1 � 1 '�,, r:�N # T} N '�r 1, f t 1 ,. ; . i� �� 1� t r' � t '� '� ' F • �� ! P E 4 ', 1 l'- 1 " f, i bf � f fF4� } ,fi � 9 r, 1,t e ''1t '1•• �' l�• �,1� I. f r� l �l.P '.4 (( � �jj' 1 i = x 7 } , f qq� ,} 1 1 r1 1 F A , ) } + P }ip4{S, �� ! 3 ,d � t � gy{ lj,,�$u,i 7{'7:� � ,� , 1. , •• '& ,�' C{( , r s {j{y a ! +' j �4i '( , *1 . `j ', t 4j {d1(^}�d },, ., , �'tt4 } } rl Jrt { f {$f(j. �. t ),. 1. 1 _ t. ' pp ry91 R 1 {,, r �r}t.., 7.. tr. '' l.,1' Iffy!# t. 'i ,. ! f1 r - '• , i. P ,#+, ,l. ) ill}: ,;y{j}+`(f t } I, ) I •"t t.14 ^' P �1 ,,, '{id t i. r ,. } .*• F ,'}y�,,i .. , I;r '' , �. R , t, ji��� t91 ��trfi j 'I f ��. t1 ly':. { d �t�.' a. �y;:S'A�'�. .}r 1111)) �6 � 1 ri t i . �4 tt , ;, ,: ,';I 1 if 't ;1i d• r. j tt , A i t .Pt iii~ a i ,, f M. rr 1 tF! 1(�jr'd� rya a a d. y}}d , } ,y �`d@, +.1 i r ()d'i ��I ,1. !fi t� fi',{ d �� � A''{� ., .�. 1:` x-�,.� il ��' u�P. 1 a:. F,, .dY ''.} _1:. :.� @iS t� {*.!'•t�� N ak'i .:�i �( �ir, ���fi vi➢ S-� � ..- rx. �iti,+1 9�1.11 �. - �...� ��. � ,i�' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ' c9 F / Parcel Oa Application # J3-i j Health Division Date Issued 2 Z4'16 fi Conservation Division Application Fee Planning Dept. Permit Fee / 5 3 Date Definitive Plan Approved by Planning Board o7 03 Historic - OKH Preservation / Hyannis ()OW m��l Project Street Address � //) S1Y-e( t Village gnj1ZbLL • Owner Eric 1- P1' OI ii6L &ecx1 ' Address - v DOM Si-r 14 � The 7� Telephone 5D-' 8-aa ' 95 Permit Request --I f,i J V I Ni r (. �- OV�1 - C,Lra� L O�c uc I a 9d rOaf) q �� ba. r vvk Square feet: 1st floor: existing / proposed Hog 2nd floor: existing -/proposed qk Total new Zoning District Z 1 Flood Plain nO Groundwater Overlay Project Valuation 54 V)v Construction Type . Lot Size 09, 3.9 Ctc:vs Grandfathered: ❑Yes ®'No If yes. attach supporting documentation. Dwelling Type: Single Family 7Two Family ❑ Multi-Family (# units) Age of Existing Structurect L 0 9?OrS Historic House: ❑Yes ©'No On Old King's Highway: "es ❑ No Basement Type: f FuII ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinishec Area (sq.ft) Number of Baths: Full: existing new 3 Half: existing / new Number of Bedrooms: 3 existing q_new Total Room Count (not including baths): existing ,5 new (.0 First Floor Room Count 5 Heat Type and Fuel: "© Gas ❑ Oil U Electric ❑ Other cl.i ;> :CZCentral Air: 1Yes ❑ No Fireplaces: Existing I4 S New Existing wood/Coal stove: ❑ s ❑ No Detached garage: ❑existing U new size_Pool: ❑existing ❑ new size _ Barn: 0•4xisting 0 ne\v size_ � v, . Attached garage: C�'existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: --, Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ g- I rn Commercial ❑Yes ❑�No If yes, site plan review # Current Use iei�11' 4-Af Proposed Use f ccide ha_ I APPLICANT INFORMATION(BUILDER OR HOMEOWNER) �j Name PCtFçIO'� 1't L�S Telephone Number vof--uu 'u / �5312c at C S r bla gl 14 Ad�dpr°esrs( , � 'A ��/ �/y�,A- License # 1 7 1 1".A LILJ1( ►,� V d ► ► Ir 1 Cf.QU� Home Improvement Contractor# )31 15 / MexissaeyWOr (���GI-e(�re: vt. Worker's Compensation # WCC5Y) ",O !911_0fir`15� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO en silt' SIGNATURE DATE ? /47 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION • FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ,GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 9 � B 'r Town of Barnstable • s639•�Dt/°�`A Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 Property Owner Must Complete and Sign This Section If Using A Builder aP,sI -c-- �1 rim ,as Owner of the subject property hereby authorize va Lz to act on my behalf, in all matters relative to work authorized by this building permit application for: Zoe p (Address of Job) id- D.( Signature of O er Date -tx- 6-62ora e Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. CAUsers\Decollik\AppData\LocalNicrosoft\Windows\Temporary Internet Files\Content.Outlook\2PIO1DHR\EXPRESS.doc Revised 040215 • REScheck Software Version 4.6.0 ®mploance C erofocatte Project Finish existing space above garage Energy Code: 2012 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: Alteration Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2084 Main St Patriot Builders Barnstable,MA 537 Route 28 Harwich Port,MA 02646 Compliance: Passes Compliance: 2.5%Better Than Code Maximum UA: 81 Your UA: 79 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code bade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ,Envelope Assemblies Gross Area ram., ., Gont. Assembly m R-Value R-Value Cr/Door al Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 484 0.0 38.0 0.025 12 Wall 1:Wood Frame,16"o.c. 720 21.0 0.0 0.057 35 Window 1:Wood Frame:Double Pane with Low-E 60 0.300 18 Door 1:Glass 42 0.300 13 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 30 30.0 0.0 0.033 1 Compliance Statement: The proposed building design described here is consistent with the building;'s,specifications,and other calculations submitted with the permit application.The proposed building has be:.' designee he 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory require •, •, • -Section Checklist. S — Qi1111111._- V124/7 Name-Title I -. ure Date Project Title: Finish existing space above garage Report date: 02/24/16 Data filename: Untitled.rck Page 1 of 8 PDF Created with deskPDF PDF Creator X -Trial :: http://www.docudesk.com • REScheck Software Version 4.6.0 Tz [Inspection CheckO st Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For 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 compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, ;Construction drawings and '❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ;building envelope. ❑Not Observable s❑Not Applicable • 103.1, ;Construction drawings and 1❑Complies 103.2, :documentation demonstrate DDoes Not 403.7 ;energy code compliance for - [PR3]1 lighting and mechanical systems. ONot Observable ;Systems serving multiple Q ❑Not Applicable :dwelling units must demonstrate :compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.6 ;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR212 on loads calculated per ACCA ;go Manual J or other methods Cooling: Cooling: ❑Not Observable Btu/hr Btu/hr ❑Not Applicable approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Finish existing space above garage Report date: 02/24/16 Data filename: Untitled.rck Page 2 of 8 PDF Created with deskPDF PDF Creator X -Trial :: http://www.docudesk.com • 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 ;A protective covering is installed to ❑Complies (FO11]2 protect exposed exterior insulation ❑Does Not 44) land extends a minimum of 6 in. below ❑Not Observable ;grade. :Not Applicable 403.8 !Snow-and ice-melting system controls ❑Complies [F012]2 installed. ❑Does Not :Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Finish existing space above garage Report date: 02/24/16 Data filename: Untitled.rck Page 3 of 8 PDF Created with deskPDF PDF Creator X - Trial :: http://www.docudesk.com • • Section Plans Verified Field Verified #. Framing/Rough-In Inspection Value • Value Complies? Comments/Assumptions Si Req.ID 402.1.1, Glazing U-factor(area-weighted U- U- DComplies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ['Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products 'DComplies [FR4j1 :are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable ;taken from the default table. [blot Applicable • 402.4.1.1 Air barrier and thermal barrier DComplies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable . 11=1Not Applicable 402.4.3 Fenestration that is not site built DComplies [FR2OP is listed and labeled as meeting d❑Does Not AAMA/WDMA/CSA 101/I.5.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. ; • 402.4.4 ;IC-rated recessed lighting fixtures i❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ❑Not Observable ;leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ❑Complies [FR12]1 :insulated to>_R-8.All other ducts R- R- ❑Does Not in unconditioned spaces or ;outside the building envelope are ❑Not Observable insulated to>_R-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, I❑Complies [FR13]1 air handlers,and filter boxes are ❑Does Not sealed. 4 [Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as DComplies [FR15]3 ducts or plenums. Does Not ) ❑Not Observable I❑Not Applicable 403.3 ;HVAC piping conveying fluids R- R- DComplies [FR17]2 {above 105°F or chilled fluids ❑Does Not I below 55°F are insulated to>_R- tp ;3 ❑Not Observable 9 ❑Not Applicable 403.3.1 Protection of insulation on HVAC DComplies [FR24]1 piping. ❑Does Not 10Not Observable P ,❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- DComplies [FR18]2 i>_R-3. ❑Does Not ,J 1 ❑Not Observable i ❑Not Applicable 403.5 iAutomatic or gravity dampers are {❑Complies [FR19]2 $installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Finish existing space above garage Report date: 02/24/16 Data filename: Untitled.rck Page 4 of 8 PDF Created with deskPDF PDF Creator X - Trial :: http://www.docudesk.com • • 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Finish existing space above garage Report date: 02/24/16 Data filename: Untitled.rck Page 5 of 8 PDF Created with deskPDF PDF Creator X -Trial :: http://www.docudesk.com Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies (IN13]2 for the installed R-values ❑Does Not � � provided. FlNot Observable IONot Applicable 402.1.1, ;Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN111 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions,and ❑Does Not [IN2]1 in substantial contact with the 1 , #, 0underside of the subfloor. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least/of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass DNot Observable [IN3]1 exterior,the exterior insulation 4 requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per = ❑Complies [IN4]1 manufacturer's instructions. - ❑Does Not . # ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Finish existing space above garage Report date: 02/24/16 Data filename: Untitled.rck Page 6 of 8 PDF Created with deskPDF PDF Creator X -Trial :: http://www.docudesk.com • Section • Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2• ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 0 303.1.1.1, Ceiling insulation installed per ;❑Complies 303.2 manufacturer's instructions. ❑Does Not [Fl2]1 Blown insulation marked every 4 300 ft2. ❑Not Observable F ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies [F122]2 !insulation include baffle adjacent ❑Does Not ;to soffit and eave vents that {extends over insulation. ❑Not Observable {❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [FI3]1 :insulation>_R-value of the ❑Does Not 4 !adjacent assembly. [Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50= ACH 50= DComplies [FI17]1 ;ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. l [Not Observable ❑Not Applicable . 403.2.2 Duct tightness test result of<=4 ' cfm/100 cfm/100 ❑Complies [FI4]1 ;cfm/100 ft2 across the system or • ft2 ' ft2 ❑Does Not 0) ;<=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ❑Not Observable ;tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [F124]1 ;by manufacturer at<=2%of ❑Does Not design air flow. [Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ` 1❑Complies [F19]2 installed on forced air furnaces. ❑Does Not L ; ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ° ❑Complies [FI10]2 on heat pumps. ❑Does Not g, ['Not Observable I❑Not Applicable 403.4.1 iCirculating service hot water 1❑Complies [F111]Z systems have automatic or ❑Does Not laccessible manual controls. [Not Observable ONot Applicable 403.5.1 ;All mechanical ventilation system 10Complies [F125]2 ;fans not part of tested and listed j❑Does Not HVAC equipment meet efficacy S ;and airflow limits. ❑Nat Observable ❑Not Applicable 404.1 75%of lamps in permanent •❑Complies [F16]1 ;fixtures or 75%of permanent '❑Does Not V ifixtures have high efficacy lamps. ['Not Observable Does not apply to low-voltage ;lighting. ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Finish existing space above garage Report date: 02/24/16 Data filename: Untitled.rck Page 7 of 8 PDF Created with deskPDF PDF Creator X -Trial :: http://www.docudesk.com • Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 !Fuel gas lighting systems have `❑Complies [FI23]3 no continuous pilot light. DDoes Not ❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies [FI712 j '❑Does Not g a [Not Observable ,❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. DNot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Finish existing space above garage Report date: 02/24/16 Data filename: Untitled.rck Page 8 of 8 PDF Created with deskPDF PDF Creator X - Trial :: http://www.docudesk.com r • 11 . 1 11 I J L r LIVING ROOM 11 111 e SUN ROOM MASTER .. 6, DINING ROOM y •- BEDROOM III• I I x i. - ' a G III J L r � i h. III I I CL L MUD RM. I II �" ©i ' T u:L FOYER BAD" BAm H = _ •N GARAGE 2 O I STUDY ti II © • 'o`��� 11 KITCHEN I HALL CL 1 e . ,..ry) li ? BEDROOM BEDROOM I z.a ur EXISTING }- �, .�-. zaia I \ FIRST FLOOR PLAN. I/4"= 1'-0" 2.120 50.FT.OF LIVING SPACE 590 50.FT. OF GARAGE SPACE 20o4 MAIN STREET, BARNSTABLE. MA n[-sua ogre 06-21-19 :i/n•.,01.... 260 fn.=NE • Patriot Builders • .1.�.1 ,-.,.44 E3-4 F EXISTING FLOOR PLAN TOWN OF BARNSTABLE 2016 Ur 15 41.1 11: Oil rirkriSTO,"! r • • oc I 13.-1•(4H S'-r - .__.tee II" -- f _oaT.�lOrm taut —� 5$- • I --- Is.-o' 1 SA �I O 8 O 5 eon. I ad' n Lev 50W 3 DINING Dm,.0 © STORAGE i SUN ROOM �� LIVING ROOM 1'1mD11D _ o r 9‘_yy. -* y MASTER BEDROOM I I V L I "L/r 104 Ur 1.1 1 F°..i 6,4 tiP j-Loa .P.D.51 Mq I a^ 11'-Loy 1 1 —1--... •• I N �c�-� tip.. 4, O -®" Dlar. zr rr !-TIN-1 II I . nmr.c.o.,---11".1111111, AO ^,_, Ao /El • AGO IIEW NMI di. :�mm 1I III 1 IN-1 .. l•• • - I I $ �. .'�' till r4.al �1I a �� ' -« C _ �2 MASTER . 11 Y GARAGE N ���lc I 11 l0 Bnm IL :' . - _ . i,s A h47 I wII t r8 f ll� ii' Mai.. i�l !2 r ormT. -_o _.__.. !S i a 1 : t Ilq‘ ' Li-6.2 7 moe.,==..=cnoo----10 ; 1 4 00 ' qLt♦ " a a 12T-1 1 ' I I. INrG. r-4• z! I. I N PORcn I MI5, BEDROOM BEDROOM • • b o o O ,; �� rA,w- 41ilx." Nil, EQ0- m,.L ex. 41 _ S.1 0 [O1ML MU. MAL GT1N_� 4 I' is 24'a I¢ __ !r 13'a_ " 10-0'41- s'-r 2z-10. _ iI IN-ID®nC IN-INCNwtDWT. / N� / - S III • FIRST FLOOR PLAN „ L;'® I it 1/4'- I'-O' �i • i{ • I II' l ,I • • Q��' of 'f L yvw - -EXTERIOR WINDOW SCHEDULE `w� 2-4- �� v�rl�^F'•$ � ACV UNR TM ROuGlt OPENING GRIME PATTERN 1TiV( 1.zl �� �Tw24o Ixzozl.ac rs ulxr�Tc nc 7u/ l� y "K/ . NQSI NNIMD r.l Tp.20 411116- 7 . @I _ WNNG - zo szraoaa ♦UR - EXTERIOR DOOR SCHEDULE 2084 MAIN STREET . BARNSTABLE.�,MEAD TyD323 DOME15M c3ay.r�T1! GIV ID UNITTTR ROLY.NORNING • Lwzolo oaaz,oc rcnexee+c -GG 0 eoso m n.a cl2 , ",LASS 5l¢.c-1o1/r PT.,. INR OE-II-IS 01t •-I'oJo'A'w: T I - I...c rd WV.1 r.Ti! 4UIE 2 28(dl 4unz met lLns 2'401/2.5c.ID Ur 12-16.15 i Patriot Builders I 0,,,,,,, txaa[I..c z<Ile24a NO .oaaue 0 P.cwc11 'L., coxc-IP 01-22-16 .n. ....xr :.0..1.,m,row,,,. A4-6 1 02.1,211LN22[1 N.111[6 1,0122x2o Ur 4um 0 poem no .Im ma ix IEDI [NRT2ll'; I i I e..xaH1 NP. 4',2 IT.r-f 5uit " 0 SOW tlaa[Doo. r<ut00.IDI? FIRST FLOOR PLAN TOP OF BARNSTABLE 2T6 nr--r, 15 AN II: 04 `)11.1TSITIN • ROOF DEG. - - s 1Y 1-412• EI (.) C '' o as: , —1 4 O af '�'' r k P . ?1-0P'fr�A GAC� ' y • ! a O ,p9ae, i- 0 • L_ - I ,, y� 1 - , 4 1I o p a Na(«1 ® ® ® 'tL } i9 . I EiNNN., ¢ CT4NMI- l L 2f<I2 NAT.0I551116 roareio SECOND FLOOR PLAN I/4'= I I-0' 'I, , II EXTERIOR WINDOW SCHEDULE I ,I FLY UNIT TYPE NOUGH OPENING GA Uff PATTEW il MM2 004ge Holy. 2{IJYxf�T1e• LC 11011S0> 2-4-1 ) AG91 .A9211L 24 NO,28 4 Litt I. A21 Jw.IL 209852L 9J5. Jlrte EXTERIOR DOOR SCHEDULE 2084 MAIN STREET, BARNSTABLE, MA 1WU092d DN.Nlw.rl ca Se 9,5 VT 4/11 ID UNIT TOR ROUGH OPENING ;i 1Sn90H9 M n J910 =Alt x — IL Y{IAIf0fir QC .0 305e LUN 2IM 1m era. 9'{I(Yxc-101? d'ff'0611-IS IsC.I[:I/T 1'17l.•"+N' T.ID t'n.MxG xO. 1 .os, WING _ 2J7002-4 A 4,tot 0 :LIB LU1S2PCJ wss nlol?xc.loir 12-16-15' PsmiotBrUlers MJJL M\ LI*K 2{1Jl24007 NO arum 0 r.cI wxa • 01-22-16 A5-6 MW21 el.A.2n .wn1 2L 112x74 Ur 0 neo n ram swat neon lam w�orwnn alsmr+ SIb1 9M - ..wo .'-21a,2sou,• eae 0 90 OnleN0005 e'{ ?ft250 lol fMId PRELIMINARY SECOND FLOOR PLAN I; I i __ TOWN OF BARNSTABLE '16,14 [ 5 AN 01-); -if\iTrioN rt1 , T. ' ! l _ti G C. ! Commonwealth of Massachusetts g, Sheet Metal Permit Date: 31 16 ((o o Permit# - jjp — lq Estimated Job Cost:$ PPerniit Fee:$ 8 MAR 23 2016 Plans Submitted: YES NT I O� Bp�� Plans Reviewed: YES NO Business License# 3 ( AppTc44i ense# 9 Business Tnforr ration: Property Owner/Job Location Information: Name: gum i(.ao-c+ 4ai 0C1IC Name• Qfcne_, Street: Lf)1 (ART t 12(t i1-t/i .1)4 Street: 20N 14 BOA City/Town: "rc(,h {2N`b , AltA 1 bI&City/Town: f)otrri co\e/ '�,�, 00-63Q Telephone:(60 if:3 --t�9 Telephone: Photo I.D.required/Copy of Photo I.D. attached: YES )(I NO L J� Staff Initial J-1 I I!!I 1-unrestricted license >/ J 2 I M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq.ft./2-stories or less • Residential: 1-2 family )6 Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq.ft. over 10,000 sq.ft. Number of Stories: cQ Sheet metal work to be completed: New Work: Y Renovation: HVAC Y Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/ ents"A4 Air Balancing Provide detailed description of work to be done: 3 - Zor n Nu Duct- a) out ft? fa Fuir cL 1 coy,oxylsi u. . utAti-cut. f S I1hru -- 6a}-th s eAr K�s�►�j " rria. am. is treacle/ Om d J I 5J &J()) eo-my-h S lY r l — a INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yesy No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy ,( Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this boxy,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation:YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: By ❑Master Title ❑Master-Restricted City/Town ❑Joumeyperson Permit# Signature of Licensee ❑Journeyperson-Restricted Fee License Number: El Check at www.mass.qov/dp1 Inspector Signature of permit Approval Mar. 23. 2016 8: 13AM No. 3829 P. 1 . nova ofBartible,. :). ‘ ••.:.,•,. . ... ,.. . .. ,• _ .-i, • . . Regito.p.yrtgerom• .,4 ..........• . , Th000_t---Gote6wohr. . ... , „_,,..J..‘_,,y,, • 11010o...100- -i 2 -- ---- , ., T°704,71•:1#14.; 04444101'.. I: ." ... , 2°14410*0.01$V400): i i • WiCitti#1.444.0.01,-40P* . . .- . Oftke;ail-1640i lalt: g0.1140,4130 . .. - i .. 1. : . . . . • •‘ i Ptopoty OVilitt Muld ,. • eNaliktt:Vg1Sigil 4r.liiii tOitibh If-Using A.13000 ' . . ... . i. . l e--• 1:6`3" "(3 - -- . -..,..._ .„...$,"5.1v.r6silcicio#5t- • •. ••_ . _ • . bakftrowtize..i-j-ikiq . -4 kif. 4--01-1% '2 I4ki4,4niyb * .• tkolugk.tkiiihyildi.tout,,, ..- .1 • . - .., -.• . • .. . • ..,aq.ii,•17....t.-..)#3,-.rw .. ,o.... .44449.Wiliyi, ----:-,- -•- „--. ..-,.: . .. ., . . • . • ... - --- •• : . . .•. - . i. : . -e• . • - ; , **if al relicts itnit.040.1 4010,4#11#0041#1"4.44010.44-11'06. • ' arOgittii.s4iiitoitliaciteleitce 4.-lik-441eAt an4roole.-4itiot to be • , . (gifted:m.031 iiitutill bop-ea:ions etre fierforinea 104-A4Opia .. . I , i 1./ . • I • . 1 o . •••• .. ... .. . . : ! kr•.,I.• •. . .: ...**5-.-.... .11.: giiiii--..,. iiiO4?-'t.• Al.. 1160t- - . . , ii.. • - - - - . . .: . i /it' 400,e v.a4 ve— . - .. . IsAmmain, - • : . - ifoit..N6ii ,- 7. •.: - — .. . , . . . • • . .. ....• . ..„. . . .s .vapt-4.., ::... - - _ . .• % . ... . . .. =ibi • ..• , , f • .. . . . -. , • - - -• • •• . • .• , ..•..-• 1 - -• •• ,; • .006#610144009..**6 . . DEC 29 2015 k TOWN OF BARNSTABLE BUILDIN ,y 1, ,1 (rNeil;',is LE Map 17 Parcel 69-t.e Application # ZU otogo • Health Division Date Issued -1 L P Conservation Division Application Fee 50 oO Planning Dept. Permit Fee 1-7 f'5 . 0 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation /Hyannis c w Project Street Address p(A) In Village &ASflS'\WOl Owner trir (,, 4- `W\4_,k,4106fciciAddress ! ) Dwx SV (buyikfilikpr. , Telephone {t ()3 a r, C aJ�l& Permit Request Y L 4 1 vi lA14.0 3foitic t�' trx 17..) tkishr)ci ot,itt Curr LOhoLL hü& 1 r r•�ECM(dcJ ard odd tfCV Square feet: 1st floor: existing I169proposed 2nd floor: existing 0-4 proposed Ha) Total new La-6 Zoning District Flood Plain NO Groundwater Overlay ,Project Valuation SbOl Construction Type Lot Size (9 (3k cikortS Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family LW Two Family ❑ Multi-Family (# units) Age of Existing Structure Lkkj(41 t(vS Historic House: ❑Yes 1No On Old King's Highway: ZfYes ❑ No Basement Type: Full ❑ Crawl /❑Walkout ❑ Other Basement Finished Area (sq.ft.) Ivl V Basement Unfinished Area (sq.ft) )C/OLf Number of Baths: Full: existing I new a Half: existing ►UJ It new Aga- Number of Bedrooms: existing L new Total Room Count (not including baths): existing new EP First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other m Central Air: Yes ❑ No Fireplaces: Existing 11,S New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage:tfexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes C'No If Ayes, site plan review# Current Use . (CM£2..k Proposed Use th(LJ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name bci Q ' �th\d,e,F , Telephone Number 9,1) /in -U 1l Address 53i cPc.k gi)"3- License # 1� - o 10 l \ k1W't( kt)Pr1 r ' I (.32J lui Home Improvement Contractor# f 5J i i Worker's Compensation # I� 0 5U1)7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO an S -C \"Pittr SIGNATURE DATE / I ff FOR OFFICIAL USE ONLY 'AP PLIGATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance� (780 CMR 5301.2.1.1)1 4 2 v T° imui 1 ' �15'11 F�.�7.E. - dAIk C .ki ' Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 110 mph L/7 Wind Exposure Category B C/ 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) `2- stories 5 2 stories Roof Pitch (Fig 2) toh 2 12:12 I/ Mean Roof Height (Fig 2) l�l ft <_33' 1/ Building Width,W (Fig 3) ft <_80' Building Length, L (Fig 3) ft <_80' Building Aspect Ratio(L/W) (Fig 4) /el <_3:1 Nominal Height of Tallest Opening2 (Fig 4) (o-8*.`5 6'8 C/ 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) 1. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry M3 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4) 4c-in. Bolt Spacing from end/joint of plate (Fig 5) —I in.<6"-12" Bolt Embedment-concrete (Fig 5) -I in.>_7" �' Bolt Embedment-masonry (Fig 5) in.>_ 15" /i' � Plate Washer (Fig 5) >3"x 3"x 1/4" i. 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) � Maximum Floor Opening Dimension (Fig 6) 4 ft 5 12' E'er Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6) Maximum Floor Joist Setbacks k Supporting Loadbearing Walls or Shearwall (Fig 7) /0 ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) ft <_d i Floor Bracing at Endwalls (Fig 9) >�j Floor Sheathing Type (per 780 CMR Chapter 55) V Floor Sheathing Thickness (per 780 CMR Chapter 55) '3/4f in. t/ Floor Sheathing Fastening (Table 2).. i( d nails at (e in edge/ t.2in field L ' 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) a1 ft <_ 10' Non-Loadbearing walls (Fig 10 and Table 5) .. 9`ft <_20' c/ Wall Stud Spacing (Fig 10 and Table 5) l in. <_?u4"o.c. Wall Story Offsets (Figs 7&8) A9 ft <_d (/ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x Or e ft Ut in. Non-Loadbearing walls (Table 5) 2x Co -. .ft O in. f Gable End Wall Bracing' Full Height Endwall Studs (Fig 10) t/ ' WSP Attic Floor Length (Fig 11) ft>_W/3 P.✓'2r Gypsum Ceiling Length (if WSP not used) (Fig 11) 24 ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11) or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays / Double Top Plate ✓/ Splice Length (Fig 13 and Table 6) EL/ft Splice Connection (no. of 16d common nails) (Table 6) e AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone • - Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral (no. of 16d commcn nails) (Tables 7) ' Non-Loadbearing Wall Connections Lateral (no. of 16d common nails) (Table 8) -2- Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) 2 ft 6 in.<_ 11' Sill Plate Spans (Table 9) tAft Pin. s 11' c/ Full Height Studs (no. of studs) (Table 9) 3 1 Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) S ft h in. <_ 12' c./' Sill Plate Spans.... (Table 9) s--ft A in. <_ 12" f Full Height Studs(no. of studs) (Table 9) ' Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W s Nominal Height of Tallest Opening2 (a <_6'8" Sheathing Type (note 4) _ Edge Nail Spacing (Table 10 or note 4 if less) 4';in. Field Nail Spacing (Table 10) 12 in. L..---- Shear Connection (no. of 16d common nails)(Table 10) 3/if- l/- Percent Full-Height Sheathing (Table 10) `Z(% (/,.,,2 WA PXt-X-- 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....(ec c q ) "'41-c: Maximum Building Dimension, L t Nominal Height of Tallest Opening2 & 6'8" Sheathing Type (note 4) Edge Nail Spacing (Table 11 or note 4 if less) a, in. t/1 Field Nail Spacing (Table 11) t 2.-in. f/ Shear Connection (no. of 16d common nails)(Table 11) 7)Fr Percent Full-Height Sheathing (Table 11) gtp% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) t„4 Wall Cladding Rated for Wind Speed? 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) �, Roof Overhang (Figure 19) to ft5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=`L01 plf f/' Lateral (Table 12) L=k plf Shear (Table 12) S= -71 plf ‘,...--7Ridge Strap Connections, if collar ties not used per page 21... (Table 13) GG7-1- -1\'- T= fro- plf v' Gable Rake Outlooker (Figure 20) ft<_smaller of 2' or U2 W Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift... (Table 14) U=4C1 lb. c/' Lateral (no. of 16d common nails)...(Table 14) L=y1(Q Ib. L/v Roof Sheathing Type (per 780 CMR Chapters 58 and 59) C/' Roof Sheathing Thickness in. >_7/16"WSP Roof Sheathing Fastening (Table 2) ^ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment • -WHEN THIS EDGE RESTS ON ��/ AT roNG USE&i NM-S AT fib -gy p........11.--___-T -7- L 11 1 l0 . 1 11 1 II • 11 11 I 11 in I. I it II 1 11 I 11 II 111 II II 1 M 11 1 I. 11 II 1 IV II 1• 3( W 7i II 1 V I Yy II I N I� 1 4. 1-11.. 1... 11 II m 11 < II ?t /- ii I a 1/ I. z n m n ;• z 'AQ IL a 0 11 1 2 11 . 1 1 o ii r w ' I. 11 Wx II 1 r ii d 11 I p II 1yp1 C. IJ I. ll 1ll 1 3 11 I 11 II Q 11 1 W 11 Y 2 II 1 .. V 11 I 1 r 11 1 3. 11 IA t N • 1 I} II 1 11 AI II I[J . M 11 TI .. 5 ,-.7. 11 11 11 y OLE EDGE NIAILSPACW,IG ��ii �i I PANEL_ d 4 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment • e AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 6Za btu ., Z4 • Z r • m ana rr FRAMING MEMBERS EDGE I.lIERMEOIAT£ 3"MIN. • ..........--------t0 - _ -1—---F • STAGGERED f• M i NAIL PATTERN a PANEL PANE_EDGE DOUBLE NAIL EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment • 47 • F tNE T\ s + �Y �RB�r Y �' Town of Barnstable i639• s�,0/ NIA�J Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO 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 I E--0,J: c-- , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: Zoo; tom►_ �;, F � (Address of Job) Signature of 0 er Date bo,c, ( or9 Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\2P10I DHR\EXPRESS.doc Revised 040215 Lop_ it —7 -15- PK' oFz Town of Barnstable *Permit 201 693(1 g l4ip>' 40 Expires 6: 5rn onth fro issue date Regulatory Services Fee 6 U0 BARNSTABLE, N ,� Richard V.Scali,Director Building Division ���� ����l'� Tom Perry,CBO,Building Commission lr {l 200 Main Street,Hyannis,MA 02601 4 2� � www.town.barnstable.ma.us DEC 0 1 Office: 508-862-40386E30 EXPRESS PERMIT APPLICATION - RESIDE L I V1J,Y Not Valid without Red X-Press Imprint Map/parcel Number M 01— o Property Address 2 0 * 4 rN i ❑ sidential Value of Work$IQO On Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address E2.-tC Te-v5C LJ (1-c& Contractor's Name'P e Cci J it--Oa42-.S Telephone Number- - Ti6 1 Home Improvement Contractor License#(if applicable) 13 VI"3 Email: c G t-ki S @?Pd`12Lc'tl zJ b Ca N., Construction Supervisor's License#(if applicable) c'JAaJ STQ4 L C1irtL c)_S s C,SL--W ©-i 2 m et Eorkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ave Worker's Compensation Insurance k Insurance Company Name ( CIJ 6,,e of J li 4• l/� SO Workman's Comp.Policy# We(( '(50 V - q/LQ l,/ Copy of Insurance Compliance Certificate must accompany each permit. Permit Reques eck box) e-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to.ON S(re t�M(4, ❑ Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) L e-side alPeplacement Windows/doors/sliders.U-Value n.29 (maximum.32)#of windows .S #of doors: 2- ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Im rovement Contractors License&Construction Supervisors License is re ui d. SIGNATURE: C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\2P10 I DHR\EXPRESS.doc Revised 040215 0 014E 96 • BARNSPABLE, ' Town of Barnstable �FDMA'I� Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO 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 I, Vic— , as Owner of the subject property hereby authorize �( V.--43` Z.S. to act on my behalf, in all matters relative to work authorized by this building permit application for: f r CBP+42.1 .i� y (Address of Job) Ll Signature of 0 er Date 6-eoro C� Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\2PIO I DHR\EXPRESS.doc Revised 040215 Tom of Barnstable * #�� � olor ( ` l �, c ii.. , , Regulatory Services is c 6 &se date c)) e Richard V.Scali,Interim Director Building Division r. -t Tom Perry,CBO,Building Commissioner �j 200 Main Street,Hyannis,MA 02601 N www.town.barnstable.ma.us Office: 508-862-4038 Fax:508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY, Map/parcel Numb all/oa 6 Not Valid without Red x- bird* \e,') , .1 fsiv‘*/ -BcP112-&-) Property Address ZO PI / 'l,A-114-) S/ • . gResideatial Value of Work$ 02 3, 5'6/ J Minimum feetilt,of S35.00 for workder S6000.00 L- Owner's Name&Address ER f t- Ill SCl L fen -/-4 ( f Cof 70 lS Evofk-) Sr, rF}it,uroti, i1 A- 0,17 Cont aac tor's Name Sou- \erl ? &)eW eit4,gijc W/I JcIQcw6 Telephone Number1a-2-Zt—?(f5C) Home Improvement Contractor License#(if applicable) /73 2. 15 Email: Construction Supervisor's License#(if applicable) d 7s7o 7 R ES PERMIT at'orkman's Compensation Insurance Check one: APR 2 �' 2 0 i4 • \ ❑ I am a sole proprietor )9I am have e Wor Homeowner TOWN OF BARNSTABLE I have worker's Compensation Insurance Insurance Company Name AeRaDkigier //US ' 4 . Workman's Comp.Policy# A I e.4a 78'/t3S-2 3 9y Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane named)(stripping old shingles) All construction debris will be taken to HRe-rRe•soofide(hurricane nailed)(not stripping. Going over existing layers of roof) 3 d JRepla�lent Windows/doors/sliders.U-Value ' (maximum.35)#of windows 6:) #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Plre Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is 4*1 aired. r SIGNATURE: T:IKEVIhf DIBwiding Changes s•r....,.PERM 11SXPRESS.doc Revised 061313 • • Renewal —-0._ � RI tia�uc e36079 byAndersen. j,_- RENEWAL BY ANDERSEN 34535 rneeow ervuecsrer .>A .r•rA. 26 Albion Road • Lincoln,'RI 02865 Wild Finn a127 Phone 866:563.2233•Fax 401.633.6602 Wen!Tax ID 046.0566430 Southern New England Windows,LLC d/b/a Renewal by Andersen of Southern New England 1 7 Q 2-4 CUSTOM WINDOW AND DOOR• REM OG AGREEMENT Bumf' It. 67�r(se► II4 641 L. ' eaeLe,. / Date el„ a/30Y &ryer(s)SoreetAddms.C75tate.snA a/PAl.9oc �O 1/��w•. '7� /►'s V` is' �:18V bpo 1-. ao5y kv741-w4 - LJes-r tm /(411 Le r'i a?.b48 td-haAr)dron: tt�er Telephone a::gZZ.,st.7r G/ei( 5bg 6k)J- V %6 ` crone Number: Buyer(s)hereby jointly and severally agrees to purehasc the products and/or.services of Southern New England Windows,LLC d/b/a Renewal by Andersen of Southern New England("Contractor"),in-accordance with the.terms.and conditions described on the front and the-reverse of this agreement and on the attached/ specification sheet(s)- (collectively,this"Agreement"). O Historic 0 Condo 0 HOA?. Total JobAmounrQ5l¶M1/ Estimated Starting Data Method of P.o.e... O Check CI Cash cFinaneed Deposit Received(33%):_ A?t' / _J—!&c. f-' Credit Cards are accepted for deposit only-maximum 1/3 of the Balance at Start of Job(33%): iry/ t prole«cost(Aisne see erect Cord Payment Faint)By signing this eEstimated CamPletitsa Agreement,you acknowledge that the Balance at Start of Job and the Balance on Substantial Balance on Substantial Completion of Job cannot be made by credit N�./ 5�G1 Completion of Job(33%): and and must be made by pta•sonai check,bank check,or cash. Buyer(s)agrees and understands that this Agreement constitutes the entire understanding between the parties,and that there are no verbal understandings changing any of the terms of this Agreement.Buyer(s)acknowledges that Buyer(s) (I)has read this Agreement,understands the terms of this Agreement,and has received a completed,signed,and dated copy of this Agreement,including the two attached Notices of Cancellation,on the date first written above and(2)was orally informed of Buyer's right to cancel thiss Agreement.DO NOT SIGN THIS CONTRACT IF THERE ARE ANY.BLANK SPACES. (Rhode Island Sales Only)Notice to Buyer':(1)Do not sign this Agreement if any of the spaces intended for the agreed terms to the extent of then available information are left blank.(2)You are entitled to a copy of this Agreement at the time you sign it.(3)You may-at any time pay off the full unpaid balance due-under this Agreement,and in so doing you maybe entitled to receive a partial rebate of the finance and insurance charges.(4)The seller has no right to unlawfully enter your premises or commit any breach of the peace to repossess goods purchased under this Agreement.(5)Yon may cancel this Agreement if it has not been signed at the main office or"a branch office of the seller,provided you notify the seller at his or her main office or branch.office shown in the Agreement by registered or certified mail,which shall be posted not later than midnight of the third calendar day after the day on which the buyer signs the Agreement,excluding Sunday and any holiday on which regular mail deliveries are not made.Seethe accompanying notice of cancellation form for an explanation of buyer's rights. Buyer(s)received the consumer education materials provided by the Rhode Island Contractors Registration-Board. (Barb's Initials) Renewal by Andersen'of Southern New England Bu: (sY� B ja,s) Signature Product Manager ature - Sign / Or tar‘e .er'iG`-lae..eirilVL f-PtiSU(kr- ' 4r5G Print Name of Product Manager Print Name Print Name YOU, THE BUYER(S), MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION.SEE THE ATTACHED NOTICE OF CANCELLATION FORMS FOR AN EXPLANATION OF THIS RIGHT. _ NOTICE OF N LL A •• if - NOTICE OF CANCELLATION Date of Transaction y .You may cancel Data of Transaction. .You may cancel this transaction,without natty or obligation,within 1"this transaction,without any penalty or obligation,within three business days from the a date.If you cancel,any I three business days from the above date.If you cancel,any property traded in,any payments made by you under the I property traded in,any payments made by you under the Contract or Sale,and any negotiable instrument executed 1 Contract or Sale,and any negotiable instrument executed by you will be returned within ten business days following l by you will be returned within ten business days following receipt by the Seller of your cancellation notice,and any t.receipt by the Seller of your cancellation notice,and any security Interest arising out of the transaction will be- security interest arising out of the transaction will be canceled.If you cancel,you must make available to the Seller I canceled.if you cancel,you must make available to the.Seller at your residence,In substantially as good condition as when I at your residence,In substantially as good condition as when received,any goods delivered to you under this Contract or I received,any goods delivered to you under this Contract or Sale;or you may,if you wish,comply with the instructions of 1 Sale;or you may,if you wish,comply with the-Instructions of the Seller regarding the return shipmentof the goods at the the Seller regarding the return shipment of the goods at the Seller's expenseand risk.If you do make the goods available * Seller's expense and risk.If you do make the goods available to the Seller and the-Seller.does not pick them up within to the and the Seller does not pick them up within twenty days of the date of cancellation,you may retain or I twenty days of the date of cancellation,you may retain or dispose of the,goods without any further obligation.If you I dispose of the goods without any further obligation.if you fail to make the goods available to the Seller,or if you agree (. fail to make the goods available to the Seller,or if you agree to return the goods to the Seller and fail to do so,then you 1•to return the goods to the Seller and fail to do so,then you remain liable for performance of all obligations under the remain liable for performance of all obligations under the Contract.To cancel this transaction,mail or deliver a signed I Contract.To cancel this transaction,mail or deliver a signed and dated copy of this cancellation notice or any other I and dated copy of this cancellation notice or any other written notice,or send a telegram to Renewal dersen of I written notice,orsend a telegram to Renewal byAndersen of Southern New England at 26 Albion Ro , 1.Southern New England at 26 Albion Road,Lincoln,RI 02865,. NOT LATER THAN MIDNIGHT OF . I NOT LATER THAN MIDNIGHT OF . Date I HEREBY CANCELTHISTRANSACTION. X 1 HEREBY CANCELTHISTRANSACTION. Buyer's Signature . Print Name Date Buyat Signature Print Name Date RbA Copy:White Buyer Copy:Yellow Buyer Copy:Pink IC'( 1<r-�J s (,r P )-#(,` , assessor's Office(1st floor) Map 7 Lot C`)'a.(, ermit# 9 $3s: A c Conservation Office(4th floor) "� -- • V ��)1 S Date Issued O 7 Board of Health(3rd floor) rErigineering Dept. (3rd floor) House# aO q R.)S °R Planning Dept. (1st floor/School Admin.Bldg.): ;�, STA Definitive Plan'Approved by Planning Board - 19 � '00; (Applications processed 8:30-9:30 a.m. & 1:00-2:00 p.m.) TOWN OF BARNSTABLE Building Permit Application Project Street Address Zr9 ( /4-4,17W cam( ' kr- - CA Village tiw , L ire District /A) . Owner tA."-va G -o Address Telephone 3 C. 2 ` % Permit Request: ft-e_/Z-csk..) a.a �' C'D 1 c Zoning District Flood Plain Water Protection Lot Size / Grandfathered Zoning Board of Appeals Authorization Recorded Current Use l f?c.�,e(( Proposed Use Construction Type (✓®-o Existing Information Dwelling Type: Single Family Two family Multi-family Age of structure 3 7"-3 Basement type s.,-e,.V� Historic House / Finished Old King's Highway Unfinished Number of Baths No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel / Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached V Barn - None Sheds Other Builder Information Name rid 4�" kith 4 "- Telephone number 3 C 2 2 Z Address L / J 7' License# 00 S'YO 9 Q, /�c�v..Y- ��w� �-c Home Improvement Contractor# /o"2. 1 Y Worker's Compensation # G., 3 0 2-0 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Z%-K.- &1d 4J > Proiect Cost 0 tcrO Z) Fee 6 62, SIGNATURE /fyDATE q vv BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T #9553 FOR OFFICE USE ONLY 217.026 ADDRESS 2084 Route 6-A VILLAGE Barnstable, MA 02630 OWNER Harold F. George & Flor DATE OF INSPECTION: FOUNDATION FRAME INSULATION • FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING: DATE CLOSED OUT: ASSOCIATE PLAN NO. �•} The TowI�i ®f i:,aaImst 1blie • $ Department of Health Safety and Environmental Services tad Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6Z27 Ralph Cross( Fax: 508 775 3344 Building Coz For office use only • 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-aasting owner omapiec building containing at least one but not more than four dwelling units or to=duxes which me ajace= to such residence or building be done by registered mauactors,with certain eexeptions,along with oche tcquiremeuts. Type of Work: _er Est.Cost a"O 0 Address of Work: 2 0 ?'K A 3.-e Owner.Name: /G4 tl Date of Permit Application: 4 g i `t U I hereby certify that: Registration is not required for the following reason(s): _ Work exdnded by law xi lob under S1,000 Building not aeovner-awpiod Pulling own Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTOR FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO TH ARBITRATION PROGRAM OR GUARANTY FUND UNDER MG.c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: • 7 /f_L s� jo �,rii C/a1//i '"yNo. Date `� Contractor name nn OR „_-- Owner's name 1 P�0THE-co.rn TOWN N OFI ARNSTAB LJE i i BARNSTADLE, M 904 M6 9 ,O, BUOLDObG OCIS CT ii ,g%.G//V ©,-1 e 414 4,7 en,-e, ,,/ APPLICATION FOR PERMIT TO 0 nos T/2 v GT 6 spw 6 L-L./,✓c, TYPE OF CONSTRUCTION /1"' /�,g//'IL.-:. _ , �J./* r m.%, - �� �' 19.�...3 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to, the following information: _ . Location 0 a-'C /9 1 lei R. .:c / "9664:7- Proposed Use D w 6 z-e-/ 0� --- Zoning District 'N D " Y Fire District /.� A'/Ye. 19 g lJ Name of Owner eOLI' /". 66-04e4 Address ZAR/1(51-4/31-4= Name of Builder .1:--- . �, `gO'C'<'1=R.. Address ... ADQ/✓S T/9�C_ec Name of Architect R4' ,YleiL- ,gieRy Yi(L4,5- Address Number of Rooms Foundation e R/G, 6-IV- Exterior eC 04� �.�//(/L C.Ls" Roofing ...,4.5 P.W..g 1-r" SW e/v/GL C:"- Floors Alt O IA)O O D Interior DRY I A L 6.- . Heating 6/4- T'/Jr�o) E ry v U 6/?'1...PiiePlumbing .. /Z- ieV ri/ Fireplace . p Approximate Cost �� S `�� O Difinitive Plan Approved by Planning Board 19 A low CJ/ Oi. Diagram of Lot and Building with Dimensions j_Z, y y 1 e /_2 _____ _________ 34:0-Cki 4.3 .c 2" 1 id ili, t tt t -OP e-"," D/AnA/4" I rtilt ' I-1.‘ 3 e7 C 1 tr. ,,wf(' I 1� 1/°`lZ k41.t� i - egg . 6DR14/1 fir° /6x/3 f41 x/3 .‹._______ ,,,q v/6 iy. ___1,k... i <_,,-.. 2_2 6 ---, *33 -sq. N I A i .5EG 1-,477Ae /EQ prz 4 ai Ifv - / // a l A. I hereby agree to conform to all the'.Rules and Regulations of the Town of Barnstable regarding the above construction. Name 1 :J,�tt . -1 George, Harold F.. 10188 � `� one story, No Permit for single family dwelling-garage Location 71 y- A-I It l77-7 Barnstable Owner Harold F. George y Type of Construction frame Plot I:3n—y Lot I • I Permit Granted October 27 19 65 , - Date of Inspection v/:7 . / 19 la C . Date Completed /yl �.Ml// 196 'NR 1 r PERMIT REFUSED S ' . I, 1961) 11) - 4' ' r11 s):‘ F \ a111/ ) 'L Approved 19 I \ Nd ,'� I i . E . r 1 + _L cam gg eF fri- DO _ .._84 85 Benchmark set 85_...- 88 Right cor.ac pad 87 ... .:. N EL=95.92(Assumed)1 89 ,_ gg-- -- 87 90 91 90 i' 92 -_ 93 ode _ 95 9r----- �e°��° DECK ' 95__ ' In . 98 i 19' _! 1 dk EXISTING 97 44' - 3 BEDROOM - DWELLING 96 top Ind.=99.07 98, Benchmark set t _ trim / ' I Mag nail set GARAGE �i4h 99 1 EI.=94.76(Assumed) > r i t [ — -- / 1 I 98 I t ' \ o� N 95" �' i __ ).*.,- 1 �( \ O II m , r - i1 \ I '. 99 / t-.)....... r'� r \ _". .98.... 94.-. - ‘, ' \ - j 1 97 ' j \ _. 98 \ o _ 95._. z a grn .> ': --._ 94 Asia Q ry a 93.. `" \ \ 92 \\ \\ l • '92 i l 93' , \ - \93 94 - i ! ( • ' \ , 95' ` 95 ul \ g \ \ !96 ." N N. �-97 99 �'98 - • N 96.... _ _ — N 100 - 99 150.00' 1,01 - N 86°49'30"W .. \ -_. \ __ - -100-.. __ 101 ge of ment MAIN ST. (ROUTE Ed Pave 6A) M-7-11 I P•oar) C EXISTING SITE PLAN --) f i" \ Lin _C ., 5, LOCATION: 2084 ROUTE 6A,BARNSTABLE, MA c S"05 PREPARED FOR: Ca__ c.' .V r o PATRIOT BUILDERS • \DATE:9-15-15 SCALE: 1" =30 J . • \ BASS RIVER ENGINEERING THOMAS J. McLELLAN, P.E. P.O.BOX 1163, EAST DENNIS.MA 02641 508-385-3426 OR 508-364-9048 t 1 \ NEW ROOF TO ALIGN WITH EXIST. } ITI°IAI ll ROOF 1111111r12 10 I/ III' I 4iMiliwa7N..... ini — _ TOP PLATE N I t I�IPI — ` �_— WOW HDR_ PROPOSED 2ND FLOOR I 1- -�-—— —— ■■wu��� ■�■■ J ■■■'' t _ ■ ■■■ — ■■ III 1_ —EXIST.2X6 GARAGE CELTIG ■■ -■ — __ ■■■ 1 �" ■■ ■■■ - z '�•■ IIMI■� ,,, �■�• I— I�I 1 T/ ■■■! I� • ■• :'I� ��1 �' ■■■ [7[1. _ �i - 1?!T ilM �� flRST FIA.'- _ \ FIRST FLOOR— _ • _FIRST FLOOR 9 - TOP OF FOUND. - 51AB FLOOR r771 _AA.. r WHITE CEDAR SHINGLES PROPOSED FRO NT ELEVATION AZEK EXTERIOR TRIM SCHEDULE , ALTERATIONS 1/8"= 1'-0 FASCIAS: IX8 SOFFITS: I X8 WITH CORA VENT FRIEZES: IX8 WITH BED MOULDING CORNER BOARDS: I X5/ I X6 Q BOXED RAKES (FRONT ONLY): I X8 WITH I X3 SHADOW BOARD, C ARCHITECTURAL ROOF SHINGLES: I X6 SOFFIT, I X6 SUB RAKE c °WEATHERED WOODY TYPICAL RAKES: IX8 WITH I X3 SHADOW BOARD a =_.„ WATER TABLE: IX8 WITH I X2 CAP(FRONT) C C ,, WINDOWS: IX4 W/SUBSILL F GI 3�� Z' C �r M.BATH WOW GDR HT. —_ _ 'Tr'' SMOKE DET ORS REVIEWED �' rj --- - - _ PROPOSED PLATE FRS ]lJ III III III III i et lJ //�� /-S-/�° W u 1 I I I(1 r1„ III I,,, ,III, 1 I 1 ,—, III 1 1 1 I Lt ti BARNSTABLE BUILDI'�G DEPT. DATE M _PROP_M.BATH FLOOR F FIRE DEPARTMENT DATE Y EXIST.SUN P.M.PLATE —— J N ` t 1 I 1 I I 1 I il 1 I I I PROPOSED 2ND FLOOR A/A E• PERM. j —' 1 111 I LI L 1 1 • I 1 �_ I ��EXIST.2XG GARAGE GEEING BOTH S�G'ILl3TURES AR�R�O�IR D. OR R�n,V'I TING lJ IIii -,-_ ■■■■■ ■■■■■ _ ■■■■■ ■■■■■� 1 I I I U (1 [0) 11 WFIITE MAIN P SHINGLES MAIN HSE.FIRST FLOOR HSE.FIRST FLOOR — — _ —— ALTERATIONS TO: THE GEORGE RESIDENCE �� III _ = 2084 MAIN STREET, BARNSTABLE , MA M2 17 P026 __ .----- MI — REVISIONS DATE: 05-20-15 F� I/8"= I'-O"'DRAWN: TGD DRAWING NO. �� SLAB FLOOR • Patriot Builders 537R•ute 78-Hama Pan,MA 20646 Phase(508)-430.0771 Far(508)-431-7789 A I s 4 I 3 6 1 0 SHEET TITLE: ' PROPOSED : ■omou FRONT AND LEFT SIDE ELEVATIONS LEFT SIDE ELEVATION . 1/8"= 1'-0" , 3 „ t 12 "'zzT4 12 ZIEW 11 I PROPOSED TOP PLATE 8 v ARCHITECTURAL ROOF SHINGLES: _ _ - WEATHERED WOOD' 12- 10- I TOP PLATE \ 1- ' _ I - PROP.KNEE WALL 1 t llI IJJ 1 1 1 17-1 _ II tJJ j. ,_ _ ` "OPOSED 2ND FLOOR_ �_ 9 I II I I 1�111 1, 1 f 1 I _ IST.2%C GARAGE GEEING F l t _ FIRST FLOOR \ l 1]-I I l 11 l� ■■ 1� J l f l 11 tl 1 '� FIRST FLU R f - `1 1 fff f '� f \ d ik- ., WHITE CEDAR SHINGLES \\ m f S FLOOR PROPOSED REAR ELEVATION AZEK EXTERIOR TRIM SCHEDULE FASCIAS: IX8 1/8"= l'-0" ALTERATIONS SOFFITS: I X8 WITH CORA VENT FRIEZES: I X8 WITH BED MOULDING CORNER BOARDS: I X5/ I X6 ALTERATIONS BOXED RAKES (FRONT ONLY): IX8 WITH I X3 SHADOW BOARD, I X6 SOFFIT, I X6 SUB RAKE TYPICAL RAKES: IX8 WITH IX3 SHADOW BOARD WATER TABLE: IX8 WITH I X2 CAP(FRONT) WINDOWS: IX4 W/SUBSILL ,4111111116. alai NEW ARCHITECTURAL ROOF SHINGLES: 'WEATHERED WOOD' • 2ND FLOOR I }_TOP PLATI 1el 1 1 1 11 i�I f I 1111 I 111 I �-WHITE CEDAR SHINGLES 11 I I I I n 1 1 1 1``1 'I 45` 1 �L�II;I;r 1 I11I1 III I 1 III FIRST FLOOR r, 1 Il I I _i ALTERATIONS TO: THE GEORGE RESIDENCE 2084 MAIN STREET, BARNSTABLE , MA M217 P026 REVISIONS DATE: 08-20-15 FCALE: 1/8"= I'-0"'DRAWN: TGD DRAWING NO. Patriot Builders 637 Rowe 18.Hawk,:Part,MA 10646 PROPOSED PhoneOso6M-4304m Fa`0081431a789 A20! RIGHT SIDE ELEVATION 1 3 6 10 SHFFTTnE: 69 I . . ... REAR AND RIGHT SIDE ELEVATIONS 1/8"= 1'-0" / 71.a• K W C C. t&m141-. 111 .�.� ^= _ __ . 1 L I I ' ' 1 _ l� � (VEIFY) N ; \ b l I o Nle• FULL BASEMENT x I -��, 2X 10'S Qo 1 e d.C. • a 2X:a5 @, I G"O.C. I � i ( (VERIFY) / M / ZD k• I m FULL BASEMENT r r - — — e 2.-8. _ i � i x ` i I N. I ofr Esii,S�� � -u, I - (3)2x 0�5 ,w ° -—i-°---—�- a IN I k I UP_.'.4" I - ro(` 4I ,.4 4L/Nj 0II Z \ W CA—� 11,t...1l,.. 7C,-- SUrcsit.r III I I I b. FLIRN • I 6 g o I 11 1 1 1 11t NI _f / 2x 1 0'5 " b N G. l 1L I t b N _ @ s°o.c. / 'm N b FULL BASEMENT I a N i.2 — SEPTIC N I N II \^_ ELECTRIC cn 1 I \ t BEARING WALL Y N'3 1 I 1 —1 iIi sal ?. i S►� '�( I �� I — \ ) I 0“PV4C0v1-- ? �5 1 ¢ _ ( } ,. IA (VERIFY) 1 O• 7 )lk i 1, sepsr_v› AJr 4s'e,_C7 i 1 I . ,Z--4,(_. ...:.:..- --=- .0.. ---_-- .4 1 I om al_ C7tct.SlNk S 2z-la FOUNDATION NOTES. 4 4= I'-Q" 1. CONCRETE FOR ALL FOUNDATION WALLS AND FOOTINGS SHALL HAVE MINIMUM 3000 PSI BEARING CAPACITY 2. CONCRETE FOR ALL BASEMENT AND GARAGE SLABS SHALL HAVE MINIMUM 4000 PSI BEARING CAPACITY Imo` 3. USE 5/8'ANCHOR BOLTS SPACED AT 45°O.C.WITH A MINIMUM EMBEDMENT OFT INTO CONCRETE. 4, ANCHOR BOLTS MUST BE PLACED 9'FROM EACH a- t 5111`4. V`/\C-. FOUNDATION CORNER. 5. ALL SILL PLATES TO BE CONNECTED USING 3°X 3'X V4' SQUARE PLATE WASHERS ALTERATIONS TO: THE GEORGE RESIDENCE 2084 MAIN STREET, BARNSTABLE , MA M21 7 P026 • REVISIONS DATE: Ob-20-IS FOALE: I/8"= 1'-O"'DRAWN: TGD DRAWING NO. Patriot Builders ., 5778aac 18-(larwlrB Parr,AM 186t8 ��- PhoncQ88N30-0771 Far(M8)4324789 ME: {EFT E: (V//] 2a0° EXISTING DECK b P NEW 6'SLIDER (EXIST.GLIDING WDW) t� (MOVE WINDOW?) EXIST.SLOPED CEILING "� 1 —,1 \ .5 (TO BE REMOVED/RAISED) I �I o EXISTING z NEW I Z DINING of EMOTING STORAGE EXISTING of LIVING ROOM SUN ROOM 3 ,L T„, �" z - I BEDROOM I,-a I i . L \ I I I NEW 010 S 1 BATH — ` �,°-�,��,, _� PIF I I v I I I 1 _ a. Ilm �i II -_.r✓�___ II (`7G�Ua-� 11 '' II ---I 41 II q, If H. \ -j -_-- a $ IIA. z FIT aF IIFl / 1� I O RENO .i 3 22 E$STI14� BAT 1 li I I I 0 2 ., ,., [} GARAGE m I III I I I I 1 mto NN �i I�,� fi NEw NEW ENTRY NEW — � � _ `� N r] e M I�. IMUD Al NEW NFWv • O. KITCHEN BATH 1 . • EXIST. — -� at Lill I HALL EXIST.CL L_ 1 L. �L J _� II ' �' Txraib+ I If') NEW WOW NEW BOOR NEW WDW 5 1 II.... ) A NEW WOW NEW PORCH EXIST. EXIST. \ a a I BEDROOM BEDROOM 8 ° IIa 13'--O'- / la-I I" , 5'-I O° 22'-IO° 1 FIRST FLOOR PLAN v.II 2084 MAIN STREET , BARNSTABLE , MA • I/811 = 1'-OI" REVISIONS DATE: 08_20-1 5 'SCALE: 1/4i"= 1 L0.1 DRAWN: TGD DRAWING NO. Patriot Builders 337 008)4 04- 771 v(,MA010-20606 .77 ('Imnn(308)-03R-R77!Fne(SR81-032.77R9 SHEET T1TLF: • I • N ri , 1 ♦ ' I -.J - -104 ,.„., , J _ ___ , p 1.114 ci 1`irtS V]/ DN C wu ' c.Qy9 a O ♦ 1 2 o -S 1 N 1 a 1 1 1 c I I I 1 L J i i SECOND FLOOR FLAN tea.- daPACA31 - - 1/8" = 1'-0" • 2084 MAIN STREET , BARNSTABLE , MA ° REVISIONS DATE: 0821-15 'SCALE:I/4"= 1'-O"0DRAWN: TGD DRAWING NO. Patriot Builders 537 Ronk 28-Ihnvlch Pm,MA 20646 ,y Phone(5081410A771 Pn<(SOB)-l31-7789 AS-(0 sic to n ( iIP (41)*4ek cs ... µII II II II II II II II 11 hhh��'. II hR d • 1. r 7 F� Gyl��}j; CEO.FOR MBATH ——— .t"1- �_ PROPOSED CEILING HT.i� �'v TPIATE? � — — 1 , PROPOSED PLATE HT, i 6'-5°WDW HDR? _—..__ —— — — ____ _ _ _ _ -..-....-.n _.. • I. ry h\ f //, a a r • vim. • ��'-:), _ _ MBATH FLOOR —— — — — 2,D5)P �C 1�-'� ��"yw-"` \...\ ,A 1 ,,...2ND FLOOR �J I \ \ 1,1 \\IT ei=II 111 B H ALIGN TOP PLATE _ — — --7 1—f---L---_� \ d L — SUN RM.PLATE - 7 , J 0 — PROPOSED 2ND FLOOR " �..J I z ROOF DEC $•�}I�F�('7t)'�(7�2 �C) [��(]y l\ l I II I I II I 1 I ¢ --1'-�'j��SL'.-ctv v .mac-x.0 I[J I ( PROPOSED 2ND FLOOR } t�k�97rr S?3a-) 1d1PS!ll ) ,� 3 f -- - - - — EXIST.2X6 GARAGE GEEING I 8 3 a (6'DN)? `� t N ) III I I I: I EXIST.2X6 GARAGE CELING ik f� 1 ,s4., MIN.HEADROOM a ; G ---'1 O O A` I ¢ RENOVATED z z � �,�� FOR STAIR ON = fF �S2 SUNROOM � �---� m '�, I I GARAGE II F �z g � F---i '3 '" 9 GARAGE r---1 § N. i I I "�; ea s r-_-7 O o ALIGN FIRST FLOOR FIRST FLOOR • Ili SLAB FLOOR �/ 040,E %rki.�v Of.-- \ B�5 MENT? CDT A 'ti��? I �I o�A ,, (VERIFY SLAB/FNDTN WALU EXISTING FOUND N W _v v v — — �� BASEMENT („� _ I I — —SLAB FLOOR — — EXISTING STAIR DN r——'—— I'+ i 1 (VERIFY) (NARROW TREADS)E>�LStit.i�. . e I I I I �- f%IpavDi tW \\ E� I II I1 i fi _ '` t�ve.�4+1"1�@n! C> G l= L 5 e_ • SECTION @ GARAGE SECTION @ MAIN HOUSE 1/8"=1'-0" 1/8"=I'-0" IPENERAL NOTES; EXTERIOR WALL CONSTRUCTION NOTES FLOOR CONSRTUI.TION NOTES ASPHALT ROOF SHINGLES I. THIS PLAN HAS BEEN DESIGN INACCORDANCE WITH THE 1. ALL DOEIROR WALL snips SHALL BE 2X6 016'O.G. I 1, FIRST TWO JOIST BAYS ON EACH FLOOR SHALL BE 8TH ADDITION OF THE MASSIACHUSETTS STATE BUILDING CODE OVERWEPT WHERE NOTED I BLACKED WITH 2X LUMBER SPACED AT 4B'O.C.FOR THE ICE 4 WATER SHEILD FOR ONE AND TWO FAMILY OWELLIN09,AND THE 2, DOUBLE TOP PLATES ON ALL EXTERIOR WALLS SHALL LENGTH OF THE JOIST, MASSACHUSETTS CHECKLIST FOR COMPLIANCE FOR WOOD HAVE MINIMUM PUCE OF 4'AND NAILED WITH 8 16d NAILS IN 2X8 RAFTERS®I6'O.C.W/1/2°CDX 12 FRAME CONSTRUCTION IN A 110 MPH EXPOSURE B WIND ZONE. ACCORDANCE WITH TABLE 6 IN THE WFCM 110/MDH 800KLE7. I 2. SHEATHING TO BE NAILED IN ACCORDANCE WITH TABLE 2; PLYWOOD SHEATHING r<mx Pi Pen 4 GENERAL NAILING SCHEDULE FOR 110 MPH EXPOSURE B WIND2. THE FRAMING CONTRACTOR MUST REFER TO THE TABLES 3• ALL RATE TO STUD NAILING SHALL BE(2)i6d NAILS SIMPSON H2O S AND RAPES WITHIN THE WPCII LID MPH EXPOSURE B GUIDE • EACH STUD ZONE,8d NAILS;6'SPACING AT EDGES AND 12'SPACING AT FI EACH RAFTER rl' FOR ILU9TRA11ON9 AND REQUIREMENTS SPECIFIED ON THIS 4, BOTTOM RATE TO FLOOR BOX NAILING SHALL BE(4) ELD' 'If ros u .f.sta3 PLAN. 16d NAILS PER FOOT CONTINUOUS(2)2X10 8 • STRAP DOOR HER SE 0 EACH NONE5. USE(2)KINGS STUDS FOR OPENINGS UP TO 4'WIDE, 3. THB FRAMING CONTRACTOR MUST REFER TO THE TABLES AND(3)KING STUDS FOR OPENINGS S 10 8'WIDE. 6X6 P.T.POSTS BEYOND AND FIGURES WHIM NE WiCM 110 MPH EXPOSURE B GUIDE 8. USE(2)KINGS STUDS FOR OPENINGS UP TO 4'WADE, FOR ILLLSTRATION9 AND REQUIREMENTS AND(3)KING STUDS FOR OPENINGS 5 SOE.TO W RAN.ALL CONNECTIONS AND NAILILINNGG SPECIFIED MUST MEET ON THIS THE REQUIREMENTS OF THE GUIDE IN ORDER TO BE IN COMPLIANCE 7. FOR SHEAR AND UPOFT CONNECTION OF EXTERIOR ROOF CONSTRUCTION NOTES: Xi P.T.JOISTS R' WITH THE MASS BUILDING CODE WALL SHEATHING,USE 8d OR EQUMLANT GUN NAILS 1. RAFTER CONNECTION TO TOP PLATE;USE SIMPSON H•10 H7 0.C, SPACED 4'O.0 AT EDGES MD 12'O.C.IN FIELD(FRONT 4 OR H•14 HURRICANE CUPS AT EACH RAFTER 1148 CLIPS CAN BE SIMPSON PSS44A 4. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL REAR ELEVATIONS)AND V 0.C.EDGES AND 12'O .FIELD USED AS A SUBSTITUTE IF BLOCKING 19 INSTALLED AT EACH POST BASE '}1�-1:— CONNECTIONS,NAILING AND ANCHOR BOLTS ARE VISIBLE (AUGHT AND LEFT ELEVATIONS) RAFTER BAY AT THE PLATE TO RESIST SHEAR AND LATERAL .. ..... .11;`; TO THE INSPECTOR AT THE TM OF FOUNDATION AND FRAMING g• EXTERIOR WALL SHEATHING SHALL BE V7 COX LOADS.ALL CLIPS TO BE INSTALLED IN ACCORDANCE WITH I1' - INSPECTIONS— PLYWOOD AND INSTALLED USING FULL SHEETS RUNNING MANUFACTURER REQUIREMEM9. 10''BIG FOOT'SONO' I T. N.5. THE CONTRACTOR MUST REFERENCE THE SIMPSON FROM THE P.T.SILL RATE AT THE FOUNDATION UP TO THE I 2. INSTALL COLLAR TIES WITHIN UPPER THIRD OF ROOF TUBES . STRONG TIE C-2008 CATALOGUE FOR ALL STRAP.HANGER TOP PLATE OF THE EXTERIOR WALLS.THIS SHEATHING HEIGHT AT EACH RAFTER i AND RE INSTALLATION REQUIREMENTS AND LIMITATIONS. INSTALLATION METHOD IS IN ACCORDANCE WITH THE 3, ROOF SHEATHING SHALL BE VU'CDX PLYWOOD AND MASS CHECKLIST FOR COMPLIANCE AND ELIMINATES THE INSTALLED USING 84 HAILS S E'O.C.AT EDGES AND 12'O.C.IN NEED FOR STEEL STRAP TIES AND HOLD DOSING. FIELD. FRONT PORCH DETAIL 2084 MAIN STREET , BARNSTABLE , MA REVISIONS DATE: 08-'$JJ0-I5 VALE:I/8°= I'-0"FRAM: TOD DRAWING NO. Patriot Builders 517 Rolm 28-I/anold,Pon,MA 20646 • Anne(d08)430.0771 Par(108).432-7789 A tl6 SHEET TITLE: vU SECTIONS f r-- 1 1 / • ; i:': • II a 1zl 1 d as �Ce [1j co cc d •-. z r w z ° L z 1 cam. - z1) t - S 00°5505"E a zwN a 677.30' ' 4 '", VO a gg ric�, ,_ _ I Imo; LW� z h N co0. Cr i Stone Wald W n m^ 0 st CO N / `` C^ N M. �n����O� i �\ — ch Cn O) O> 01 N O> /' t Tom, Fes' 'y� aG v in �` /j ' % // m m c N ci / A` / /%1 `3Nil oi a o , 1. O 0WWZ / /CD / % i r0.j co . �‘, PM _/ca // co � ILco yE� `N t0 Q e0 __tt 1 a> m /1 be i �E I `• Y14 03< / Eai �� / Z CS tali < , tr 2 E 692.85' N 00°45'30'W iii II I cc Qy Y m— O ai mCO E•�o n c mMW SEP 232015 1.�• 10, :,<,rnstable 0:6 Xi,,c 3 Highway Committee ' OF BARNSTit , H I! C I i 0 OWN BLE 1 it �:I6 FED 75 1I /4: ,8 N . • • \\\\ . NEW ROOF DECK • i-9'2.4 I� 91'6'fi *L L I 1 �1*w ( ,0,0. Z3- i 4'-0" I. - _ V \ • --\— �� v a • 3 Q , I l iVa 0 r' 1 ,SyHI ` ` Q ♦ K -I i' ,, 4 H.6nnt _i' wmA. T • T �- .. ... r lLI • c,„ k , c:. ., 1 i i� ;; V' Ill r` 6 1 Q 11 0 c. ♦ F /• 51$'" ® � w IZ il a cc o I NSIOi : Pow r I w m u I-- , : +N 3 N W v - I h f wm.L. I Q 2 1 CO 1 n n y I CC) 4! E�47uh� / EyiuoA G L I / 24'-8 1/2' i (MATCH DUSTING FOOTPRINT) I SECOND FLOOR PLAN 1 I/4" = 1'-0" I. I I: ; l 11 I n EXTERIOR WINDOW SCHEDULE j I KEY UNIT TYPE ROUGH OPENING GRILLE PATTERN A 7W2442 DO"HIw HUNG 2-6 1/C'x 4'-4 7/8' 616 0 2 a 4 v I 6 •I Ax25 I - AWNING 2'-4 7/8'X 2'-0' - (p LITfr A21 AWNING 2'-05/8'X2,05/8' 4UME EXTERIOR DOOR SCHEDULE - 2084 MAIN STREET, BARNSTABLE , MA TW2032-3 0:H.NULLII3H1 6'-5 3/8'X 3'-4 7/8' p/(p ID UNIT TYPE ROUGH OPENING 3 ' 1W24310 DOUBLE HUNG 2'-6 1/8'x 4'-0 7/8' 6/6 • 0• 3068 '6 UTE 2 PANE.FIBERGLASS 5'-6 1/2'X 6'-10 1/2' RENSIONS DATE: 08-I I-15-1SCALE:1/4'w. 1'-O'1 DRAWN: TGD DRAWING NO. AW251 AWNING r-4 7/8'x 2'-4 7/8' (0 LL�' O• 20 6 ur2 2 PANE flBERG1A58 2'40 1/2'X 6'-10 1/2'— 12-I G-15 Patriot Builders ® TW2446 DOUBLE HUNG 2'-6 I/8'x 4'43 7/8' NO GRILLES O PMG6061 I • SLIDER 6'-0'X 6'-I i' O 1-22-I G Mar A-Nowt*/Ynt M4INN t45 - 6 !_ AWN21(HARVEY) AWNING 2'-0 1/2'X 2'-O 1/2' 4 UTE ® (TBD IN HELD) 5UOCR (TIM IN FIELD) Mr�0*'13.pr/Pas(INYNI-77N 8 BARN 545K AWNING 4,21/YX2'4' 5 LITE O 506E DOU81E000R 5'-61/2'x6-10ur 5}1FE7 IITI E: 11 - PRELIMINARY SECOND FLOOR PLAN . .. ... . . - .. ..., ; '41 -' 76irk9Z5tX:AC:"` li • , . i:• • i, . I I• .•i• • J , ! 1 ,• q i ;, .. • . , ,,,i• ,/,• . . t I . , I * -•:, ,;.•.,: .1 1 d /- .Jr.,. i r"- 0 /— '/ . 1 i!, , I ‘.....,,,...-. 4.) r 6 C.1.4.6 r I/n .0*).i. • CCDt' , o 0 t , i 1• , CO 14' 1 1 . U11(141 .:' ) ,;:.. I , i 0 14 1)it ! 1 . i I I ; 1 rri r. 1 i 0 I ! t I [ . I.1 Z , . 1 i ( li 4 i t, '4 Irk, ,• i 1 • • • 4, 1 : 5r t ) i c i 1 • . • 1 ; . 1 ! .. .,- 7 i( 1 f 1, i ,... . , I . , .., 1 1 1 L T 1 f i I 1 I I ,!. 4 ft j' ( I - 1 i i 1 , 2 i / • 3 0 i . , $ I . 1 } . I . ' 1 . i 1i i • 1 . . I , .1 i . 11 i'l 1 , i / i 1 i I 1 1 / I I i eir------..--- i Al 8. 6 0 4 0, A.0 pi, vvor MA/13 1 1 1 i .... .. . . . 6a _ I _ — / -'• "9-0 _ . . 1 ...______ •....... .. ..___ ,. .._. . ..__ 4 I L. __ ____ l SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION QQ�Z 2"PEASTONE OR FILTER FABRIC Z W- FLOW ESTIMATE: COVERS WITHIN 6" 3/4"-1 1/2" v�f- 4 BEDROOMS AT 110 GAL/DAY= 440 GAL/DAY I :' 99.07 OF FINISHED GRADE WASHED STONE O� 84 FOUNDATION - -.\,,,-. INSPECTION PORT - 886 SEPTIC TANK: ` ELEV.=93,0 85' / -87 440 GAL/DAY x 2 DAYS= 880 GAL Ell 1�1 3'MAX. ' <" N 86- - �- 88_89 USE 1500 GALLON SEPTIC TANK 96.07/ r...-=-.-��+1 COVER m ------- -.- 90 ELEV. f37-- ---_' /�� 95.5 88- LEACHING AREA: ELEV. o0 ___--. -91 94.0 93.83 89--�-__,- -- - ` _-92 USE 3-500 GALLON CHAMBERS(8.5'x 4.8'x 2'EFF.DEPTH)WITH 95.75 ELEV. ELEV. 90.17 ELEV. D-BOX 90-i/ �____ ___-_-_-- - �0 -��..--93 4'OF STONE ALL AROUND (33.5'x 12.8'x 2'DEEP) 1500 GAL (6"STONE UNDER) 4' 4> ELEV. �/i --- _ � . � SIDE AREA: (33.5'+12.8')x 2 x 2=185 SF (0.74)=137 GAUDAY SEPTIC TANK 92--�// ' ' --- - t -94r (6"OF STONE UNDER OR 3-500 GALLON CHAMBERS WITH i ���----- th-�-" th-1 1r' } BOTTOM AREA: 33.5'x 12.8'=429 SF 0 74 317 GALIDAY MMECHANICALLY COMPACTED) 92.17 4'OF STONE ALL AROUND 93-- / ��� ` ( )= ELEV. (33.5'x 12.8'x 2'DEEP) ��� ds 1,--95 TEE SIZES: 94--- 00 ---li CAPACITY=454 GAL/DAY GAS BAFFLE INLET:6"UP,13"DOWN - gage 0 u OUTLET:6"UP,14"DOWN AT OUTLET TEE 95` / proposed DECK ,96 addition 0 r 19' / dkEXI 97 44' // 3 BEDROOM /'! TH-1 95.0 TH-2 95.0 TH-3 95.5 TH-4 95.5 96 DWELLING TEST HOLE LOGS FILL ELEV. FILL ELEV. 0/A HORIZON ELEV. 0/A HORIZON ELEV. (1 proposed bedroom) / -98 I top fnd.=99.07 SANDY LOAM SANDY LOAM / ENGINEER: THOMAS McLELLAN,P.E. 60" 90.0 36" 92.0 8" 10YR 3/2 94.8 10" 10YR 3/2 94.6 \\\ / WITNESS: DAVE STANTON,R.S. 0/A HORIZON 0/A HORIZON B HORIZON B HORIZON pch \�,4 / / ' SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM \ GARAGE I -- / 99 DATE:1-22-16&2-12-16 72" 10YR 3/3 89.0 48" 10YR 3/3 91.0 27" 10YR 5/8 93.2 24" 10YR 5/8 93.5 �� / -98 PERCOLATION RATE <5 MIN/IN B HORIZON B HORIZON Cl HORIZON Cl HORIZON BENCHMARK approx.location S-` r oSANDY LOAMSANDY LOAMSANDY LOAM oe; SANDY LOAM oreAT MAG NAIL off oveflow �' - m 84" 10YR 5/8 88 0 72" 10YR5/8 890 84" 2.5Y 6/4 z ,L 88 5 72" 2.5Y 6/4 e�,r� 89 5 ELEV.=94.76 • ` * C HORIZON C HORIZON \ ` �, C2 HORIZON pert at 102" C2 HORIZON perc at 90" \ ,, 1 2SANDY 5Y 6 6LOAM 2 5Y 6 6LOAM 95' boulders \� ST 1g' f LOAMY SAND LOAMY SAND / 192" 79.0 204" 78.0 132" 184.5 174" 181.0 \ 24' ' i k; ___.1 o ff.-\� \ maple 99`_. NO GROUND WATER ENCOUNTERED / 94- W \\ // \ R.R.TRACKS NOTES: • t \ L ,4 ;"-. \ ' i 1.VERTICAL DATUM: ASSUMED / N. -96 `! <�c /32 2.MUNICAPAL WATER IS AVAILABLE. \ kt - Z G� o Lu \ S/.6/71o�a/ ..� _maple g5"� �- ROUTE 6A 3.SCHEDULE 40-4"PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. Zo 0 \ \\ / 94-, 4.ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS. orn O , 0. / 5 O •Pnoi W maple / _....93„ Q� G> 5.PIPE PITCH= 1/4" PER FOOT(UNLESS NOTED OTHERWISE). cri. - O o a r \\ // / _-92-, ‘1(‘,. Locus Locus 6.FIRST 2'OF PIPE OUT OF D-BOX TO BE SET LEVEL. \ -\ \ - LOCATION MAP 7.THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. \ /) - \ PARCEL 26 (101,855 SF) 8.ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS.ENVIRONMENTAL ) / \- ASSESSORS MAP:217 PARCEL:26CODE(TITLE FIVE)AND LOCAL HEALTH REGULATIONS. �92 PLAN BOOK:375, PAGE:55 / / // \ \ 9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. i 91 / \\\� \93 \ / / 10.GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. / \ --94\ \\ 11.FIELD SURVEY PROVIDED BY TERRY A.WARNER,P.L.S.,HARWICH,MA. /( / i N \ " 12.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND 94 J/ // N \ IS SUBJECT TO CHANGE UNTIL SUCH TIME. // N. N -- \\ ol cn 0 13.EXISTING CESS POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED. 95 --95 v o' \ / N.N. \ o w 14.D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. / / N \ m 15.ALL UNSUITABLE SOIL,(SANDY LOAM,APPROX.72"-84"DEEP)WITHIN 5'OF PROPOSED / N.N. \ LEACH AREA IS TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. \ /� --96_ \ i \ \�96 /,7"'N \ \ / N.N \ / N \ \\ // -----97_,,_ \ 97,J \ C SITE PLAN \ 99 -98� // N.N \ / LOCATION: + . t� 2084 ROUTE 6A, BARNSTABLE, MA "� 6 1 ,d l t #.il \ -`\ oa2s8mcvcm" r,. ammoa.�� -c° a a... \ AS 4. N. PREPARED FOR: 100 ` /7 , __-----99--- KEY: -___ (or PATRIOT BUILDERS cb , , . E EXISTING CONTOUR: tt DATE:2-16-16 SCALE: 1"=30'� 150.00' `k I I 'iT „ ', PROPOSED CONTOUR: 101.. e N 86°49'30"W EXISTING SPOT ELEVATION: 25.5 / '-'-.f --- ,3, f a 1 l PROPOSED SPOT ELEVATION: ® .a f` BASS RIVER ENGINEERING --100_- :' �5 :1+ �ai`c( . TEST HOLE: UTILITY POLE: -O- 101 - FENCE LINE: /l1 Edge of Pavement HYDRANT: P.O.BOX 1163, EAST MA 02641 MAIN ST. (ROUTE 6A) RETAINING WALL: I / TTO MAS J. McL AN, P.E. 508-1163, 26 OR DENNIS,ENNI4-9048 M 15-48 11 1 1 1 I 1 I