Loading...
HomeMy WebLinkAbout0060 GOLDENROD LANE - Health -i �oldenrod Lane Marstons Mills A = .149, 130037, c 5 �i / TOWN OF BARNSTABLE LOCATION �,(� O/�✓/��/ 4-,Vr-- SEWAGE# 0-©/, VILLAGE/d/IQ5&tt/S N,-#/S ASSESSOR'S MAP&PARCEL /y�J /,` —0 7 INSTALLER'S NAME&PHONE NO.'D, � SEPTIC TANK CAPACITY �ci LEACHING FACILITY.(type) 5za Cut e&� (size) NO.OF BEDROOMS -Dad OWNER �iMI PERMIT DATE: j:Z 3O 17 y COMPLIANCE DATE: &Aboao ,Ts Separation Distance Between the: 11 Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility MV. e,­, C?;N'rt40 t Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY; ,A,SG© r S , I _ No. ZQi Of s it 1 Fee /lr�® THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 21ppliLation for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(�pgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. (Q srii e��� A Od Owner's Name,Address,and Tel.No. i16to"S �19 4 S Assessor's Map/Parce S , o 3 <I M�f��( tJ`t n Installer's Name,Address,and Tel.No. Desi er's Name,Address,and Tel.No. ,1 rU��f ` -n'c --�//�Q� 7I S avc P1G-So h Type of Building: 11 Dwelling No.of Bedrooms �3 �'P'e 0 <<f Lot Size sq.ft. Garbage Grinder( ) Other Type of Building le6164,1*I4/ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ,3 3() gpd Design flow provided gpd Plan Date /,y-/O- / Number of sheets / Revision Date Title Size of Septic Tank Type of S.A.S. ) 0 e'�Whjlf Description of Soil Nature of Repairs or Alterations(Answer when applicable)- 'an-7 !�-�lfay G�✓C/ y' 91r��•✓ �L/wttl��� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sj Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. al j ' yb, Date Issued I11?V 1.701q i� W+...-,.,...�r'F.....-F.�id-.r•1m.:�.y�.:sn..-r,. .�...,,,.'Nd�'rvy�r.yywA'�:_.;w ra nn,:,s�.,i.`�y,^,iav;..-^'�. -a� -.,f..t-„y7"s;yirK.^#'GJS�..•ty�=:x'�irF��.riwt�".s-r1.s^:+�Sa.riT�'r3.+sf&+�-^��`'rfd'.r_"r.�w-w--ri A ! 11 �t No. ��� -" 1D� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: {N, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Misposal 6pstern Construction Permit t %S Application.for a Permit to Construct( ) Repair(0%,Upgrade( ) Abandon( ) ❑Complete System 21ndividual Components Location Address or/Lot No. 60 6&Ide.i'/I Owner's Name,Address,and Tel.No. Assessor's Map/Par�'e1'tN f S f0^►5 r 1I r � J< '10 �fr 12 cp Installer's Name,Address,and Tel. o. ,� �- Des i ner's Name,Address,and Tel.No. A �� cOv�,�1 a-Ivc —H,�D• 7S �u s o p �- Type of Building: P'J Zv 1 Dwelling No.of Bedrooms Lot SizeV sq.ft. Garbage Grinder( ) Other Type of Building /^/(/4W14 J No.of Persons Showers( ) Cafeteria( ) Other Fixtures > 9 Design Flow(min.required) 110 ` gpd Design flow provided gpd x Plan Date 7 ./p / Number of sheets / Revision Date . Title Size of Septic Tank Type of S.A.S.�60 I.4&Whq'.for ieJi� /j yyr Description of Soil Nature of Repairs or Alterations(Answer when applicable) _1 cee&,/� ) ,�' /�.� �✓�/fuv ZkAod 3 ��/�,✓ /`/,wr�ryf tail h 4// f6ow I'N. G � �, IL- Y 4- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in) accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si Date /.0 Application Approved by Date ZO j Application Disapproved by Date , for the following reasons Permit No. ZA(q - 'I_C!j Date Issued 1�9� ►,o/q - - ----- --------------- -------- ----- -------- ----- -`------ -._ -- - ------------------ ------ - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(1r�' Upgraded( ) Abandoned( )by :VA J 3/fs ,-j rNC at �"�/�/,�ti �'M�� Ley /V� has been constructed in accordance-, with the provisions of Title 5 and the for Disposal System Construction Permit Noo01-q" dated It 30!&19 Installer rA , l`7 oww 7/ye Designer ',Zrz '4�A !G„/ #bedrooms 23 Approved design flow - gpd The issuance of is pe it shall not be construed as a guarantee that the system will!�i� as design n� Date O Inspector /C . No. 2oi 1 y j 1 Fee�� - --- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct( ) ` Repair( Upgrade( ) Abandon( ) j System located at /���pf��t//D�/ L ty A0 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date d Approved by l (R* +ih gat r. - ! $P ■ j+j+ I + i■ 4'�.,� � �.nh0 '.JT1��//J/ f �I 3.06 1 s i6 N�y�g •� •-[ �rj t ! I}. ��'^MPl,�6d1 t'� � i R�e �-� ,•.� /_4 •� aT.S�. �-■J6W■IYW �'�•� .. ��... __ — im i rd .1n 6u'Ifi ;r j_�-� y�f � �� �� ! w t " _ � 4 � V AI� �— 41 i 47 , . AS r (! �`i tx ® �� ��! � tI �d,. •a tipIL � . I IMP,M lialL �Vleoellll F,,4 L 4 F +1� Irftr P mlc1 ;� im- Faces, ". v s is tall,_ c�, ii -� _wryr6ocml.66 .-� - --■ � �aoceftol -040 - -- _ _ i: w rc JAM _ _vr, �i�_�YIAI(� _ 1 7 At SiLm UP MAMS,�Zll 'BY Bk 19766 P9197 -27713 04-28--2005 a'1 11 :S6CL DEED RESTRICTION WHEREAS, Lars E. Stone and Co of (owners name) MA 805 West Main Street H annis MA (address) is the owner of 60 Goldenrod Lane Barnstable (Lot 3) located (address) at Barnstable MA (hereinafter referred to as "Lot " and being shown on a plan e' >i+ of Land in Barnstable MA, duly recorded in Barnstable County Registry. Of, Deeds in Plan Book 532 , Page 92 ; Or on Land Court Plan Number Colleen B. Stone WHEREAS, Lars E. Stone and as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home;built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance %With 310 CMR 15.000 State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS,-the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction_permit for a septic system in compiance with.310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposaii6f Sanitary Sewage, and authorizing the issuance of a building permit-for the construction of a single-family home on this property; is requiring that the agreement for the restriction on the number of t bedrooms in any house constructed on the lot be put on record with the . Barnstable County Registry of Deeds by recording this document, deedr Bk 19766 Pg 198 #27713 Lars E. Stone and Coll en B. to e NOW, THEREFORE, goes here By p'�ace the (owners name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 60 Goldenrod Lane, Barnstable may have constricted (address) upon the lot a house containing no more than three (3 ) bedrooms. Lars E. and Colleen B. Stone agrees that this shall be permanent deed (owners name) restriction affecting said 19tcated on Barnstable MA, and being shown on the plan recorded in Plan Book 532 , Paged 92 Or on Land Court Plan Colleen B. Stone For title of Lars E. and . see the following deed: Book 17560 , Page 311 Or Land Court Certificate of Title Number Executed as a sealed instrument 28th day of April, 2005 Owner's signature 'rs E. Stone Owner's signature Colleen B. Stone Owner's signature COMMONWEALTH OF MASSACHUSETTS Barnstable SS April 28 ;20^05 j Then personally appeared the above-named Lars E. Stone and Colleen B. Stone known to me to be the person who executed the foregoing instrument and acknowledged the same to be t�free act and deed, before me, 3�`•,� • Notary z , My commission expires: V► �O� � anu �/' �Q:2.r ��1 e (date t e BAR DEEDS SARI GABLE REGISTRY OF DEEDS REGIST ATTEST A-TRUE C JOHN F.MEp,DE,REGISTER TOWN OF BARNSTABLE /C� LOCATIK-;N�,& o UiLOLVSEWAGE #2603 r S VILLAGE CO Y n S / l ASSES/SOR'S MAP & LOT \3l� INSTALLER' N &PHONE NO. • al�l� S� SEPTICANK CAPACITY .) LEACHING FACILITY: (type) NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE:)o'l— I -7— 03 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet --F Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � �Qoti•;- aF Ka�SC.. I �ix � �33 ��� TOWN OFNAMSTABLE L0 �1Z1G a O SEWAGE 3903~�/ VELA S $SSOR°S MAP A LAT 3 1NS' ' ® MCIPAP-5w OPTE NO. =lK '�iO PACY�.t'sY: (type) NO.Oi$SbR00MS Bi MDER Olt OWN&It M MITOAM �'�1 " y-� COMPLIANCE DATE: � 3-0 3 Sapetitioo Mswce Between the: Maaimnat MjW.W Orottit WWW Tame to dto Bottom of Leaching Facility Feet Private Water Supply 1 4 jwd L saWag Facility (It my wells exist_ o&d0 or within 200 tact of bachIM Wilily): Egg F.d'e of WedW anti>Lew-Wo Faility(If My wetlands exist F •wi<itio X70 feet of kadtiai taeilitty) Feet TOWN OF BARNSTABLE LOCAeTION SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Weland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A 7 . 3 2 � 2 -zw' - 3 - 27'3 -2qj -- 3g t � . hOWN OF STABLE t�ocA'no - -SEWAcSl a �3-3 MIA LSSOR'S MAP A LOT- INSl' ® HONE NO. i 17S'B JC C A I ~UMC'*M40 FACT =.-(type) (s 3vO.OF DWROWS I �r. 9i1>Q.DER OR OWNER r9wTDATB: �" U_ COMPLIANCE DATE: Sepa WGG Diwtttce 8etweea the: t Maximum AdJwAod Oros Mwaw Table to the s;vttotn of Pdt+ets Water 5u L�hing Facility _ ApiY Weli,eod LabLtg Ft�cifity (If arty wstla exist o&tdts otr withGt ZOO fief So f IwAluS faQ ) ' Edge oL W*UW and Feet r 'within 300 teat of �Faci�r baby wegasids exist - t"ft) Fttt'oit�bed by - rurrusnuu vy --. 3 ' . 2 g 2 --10 i J No. V J / / Fee THE COMMONWEALTH OF MASSACHUSE�'iTS Entered in computer: G Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprication for igpogat *pgtem Cgn!6truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components t1 Location Address or Lot No. �</0C G{! y Owner's Name,Address and Tel.No. 77 5 . 4 As esso p arce Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 6Z,g Fb-te5 Type of Building: �- � Dwelling No.of Bedrooms Lot Size 6 �s sq.ft. Garbage Grinder Other Type of Building 5 �o.of Persons Showers((Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 9 4Z14W-d-- Type of S.A.S. rQ (moo S-�drre� Description of Soil aiz Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place th stem in operation until a Certifi- cate of Compliance has been iss ed b. this BoaF of Health. Signed � - n' (. -4Date Application Approved by 41=5Date Application Disapproved for the following reasons Permit No. G Date Issued --------------------------------------- No. ' •, THE COMMONWEALTH OF M SSACHUSETTS-Z` Entered in computer: +Ye� -._._ I PUBLIC HEALTH DIVISION -TOWN-OF.BARNSTArBLE,,\MASSACHUSETTS 4 ZIppricahott or i"ig ogaY ipgtent ottgtruction Permit Application for a Permit to Construct(y)Repair( )Upgrade,( )Abandon( .) ❑Complete System O Individual Components Location Address or Lot No. ��iQ� Oed Owner's Name,Address and Tel.No. �-;- Assessors dp arcel: /y 9 . oar Installer's Name,Address,and Tel.No. �v �3 3'-f`-�� Designer's Name,Address and Tel.No. o•BOX IoZQ �OreS Q. WI Type of Building: b2 Dwelling No.of Bedrooms C Lot Size sq.ft. Garbage Grinder Other TI pe of Building /4tgo� �o.of Persons Showers(f/)'Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank a 42� Type of S.A.S. r-,? c 44,x„4,,, Description of Soil Sou err .ems cGd,, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system -''in-accordance with the provisions of Title 5 of the Environmental Code and not to place the-system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. 11 r. Signed . ' I �°�' STD r. �.IN�J Date Application Approved by Date Application Disapproved for the following reasons Permit No. O — 5 l q Date Issued /O/one U a,. --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at IeV0 ro4c,, rod X.6 i has been:constructed in accordance with the provision of Title 5 and the for Disposal System Construction Permit No.'r- S dated 10 Installer Designer The issuance of this permit shall not be construed as a guarantee that the system,will,f nction as e 'gned. Date 3 0 Inspector ate., , No. qQ) "' :;of Fee ©U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mi0po0ar 6potem Conotruction Permit Permission is hereby granted to Construct(/\_)Repair( )Upgrade( )Abandon System located at �G zA±EmA and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date o� this e Date: `c �/71 3 Approved by tdWN OF 18 STABLE LOfAlIONj , O SEwa E SSSSOR'S MAP&LOT i Y \ ONE NO, T KMPAV. h L.1 ►CtMO-FACM=*. (type) (s r NO-OF BEDROOMS . BULDER OR OWNER, fRMT!'AATB:� — U _ COMPLIANCE DATE: Sepintioa Distaaee Between tbe: pool - Maximum Adjuatod Orouitdwater°Table to tha Bottom of Leaching Facility I Plivaats wow supply vall ad Isschiag Psawry (U my weld asy e� t ottdta a wititist?AO iNe of laacltitas facility): .-�,�.-- F Pdge of Wed&W and L4WI M FaadW(If Aaty wotlaaNh exist Feet L 1a o S aery)oc Furnished by ir4 en+r or will i 32 6 46 fpr� 2 _ 23, i � �� 3 Li III�r � F �W,e ✓J1z �"`� I ' . ,� :�,'ttrF'� .. �'� ♦ •.t � q� eNR+` {'sir 3'.,t• s 1�t�71i� , � V 1.. a •' $ . ' � "� r ti ,ix�;✓, ,� �,�.• 47•,,. l• ' a, ,,,,w +'e[ yi a. rr.. .. y�'�r .�� �;�• �1R�",.��°�+,' I,r^ �..t" a �O,Ir��:�,"�iy�'t. i a _',=S "xF`KA,r A' .�'p '"�y, i a j' y1 i ar�'"��^ -mac\pia!- �, 'r• '!^"�a -!j/r '!e• ����,.' ; w ti y:��K11�¢p•RS<',Wk�r 1'•r j.. '1,?{►:•:.f,';� � t •a*r� �r�ti '�� .r t i.k ��J.;.' c:.. a� �C r. w s � sr L�� S.` ,•y ! t{'y���!'.. > .,`�t \ �!f tee• :•:�j,, j u�1• Y,: 't�} r � ['a,; :.t�t.�,S_1.;,`E .l{{��++ �- CetiF alfy'd�yC'h3��'s •aC •a-eTr x 11 .'4!• w`'''L`�:�:rs. � r� ti a ��rY ra��•..!��•/�1��!� 't ..rr�;•':F:. spa. S�, ,�M :f.. ` 1'I-�,a ����:y ! n .:1'<F:-ri�'•aC �i�� ry A�`•1��4p• 1 +�}'• r!?,: •r. R1•' ♦ R'!1 :i�'' l: "+C"j•l�;iy ��. /a.a�� F 4�!, e�i`yb,'r ' may,s * I :: ';N` .�:.:• •.aT �i '� v�Y_ 'C„ '1 a •.,. •r+ =ri , 6;��taClp, r,,�s N ";;�'� •� ��' 1 J-G .) e '1-:�y�_ ~��" .7t„' G;�� I�f�g1•f.,;. °� .�' c .s: �� `�i �1,�+•+ t�C��•i:r ��� ��' r�. f• :c fX� �\�d� t":1•p �•`tt' 1�;'tl";. a�:.':<,\r....:.Slr,"l •::.iK;✓, . .':_a- C���f;',�•• .,,'4,e•x r ?f r. i T~.tV i thy. , i _:Vr 11�'`, •a.Vie`. y�"��•'.�3p�,t rt."i'ti �• k��.�.5xas! �'tSY-.�;:. ,.� '�q. •�� �1jr„ .. ( r ' ,.I,. ai :� . o.w wT f� awe. rcaa. .a ■.aaa.. � ��•�,��tf � �, `a-.,j r F r.f?'v;, .k }J,�,•;� q :// ti b`�,.{',1f•'� •/' <�fi � '�`.'T 1111M•,' ��a1tF1\I�� - raisao�axYta�aktba:\i k, _ '.� ,P,��.'�'r^'• 'Y'- 1., - - -r,.7d• C I �♦ J hn .�.H,4awhalafa a� ew taxis\iqw•�kliia\urea- �~a�aol`'►�� aCMafli'wVt�i`i`�t i\ a•a•aa•a:•:.,$O� <\ �i1.i• •d.. � I•,q c. .a � , � r / r� •r^;•'s�'>� 4a1,\YUaa•axa lWuaaw,��•. "�.a wataa.•axariaa�aaa1r,,yp�a.xxW,yltsa.va 1ta E\aalA._tt,•raa n'a�oi lam at1a1`xn:. ��'r p•I 1 4- i a - ' :Li1 �' //, / -✓/• .!�. •:e'%:�.aAa.•r a,,,ava,.v ara :\las.aaa.awixswat.•.��aaAa..,mll,.atu8►�xaiaaf.,0laagw\.'\l�.'kva,,..rxc.,.�.. > .aa....a �'sT'_ �y t ��'7x.,. ra:c ,�, _ _ -tl. •4;" .f�' 1 .�5,•ea a'l,Na•]laUaaavi "`aaa.aaaveNatalAa\:•Y•AaO,I\,�atcmati.awa<1�\5�''�'�q'Naa\* •"•"• t :t �!Y>'.; .1 f:' 66 ✓,, ��)/y h•. , �fd��,,.; ' M�a: � aswsawa�...r�16w}+��laaasa�x�enat:�,aaaa�\a�:;6,�',F' 11 7,•�rC� ..i.��.,'�. ,.!e •Z'. ~ - 1 Y'C+'�.' ���LL. :7� .!',�' �rr •'' J.f...,µr',> �al•1.ww,le•:Oir.ai�aan4U'aa4l\w�lr• �.aav�allY:�oailaaailRllakaf ;�::ak xa.f uf.nUtaaat.,iln,aen r ..• tY :.� •i'M!:.ss.} ..y:s°•'. :: ,.n k;.:.. I`/ $n4 - �! �►:..i. ..-,t�Y.a. x\+11t .. �.waaaws 3 •an..a,'e..,..a\a:.Y\x: Ys11aA _ '1.,,aJw*.:.\!ta\u:::�aa aaaalnt:aln.. r t. 4 ..�,ws J,..... M �`:✓r.•..r�.., n. ' 1;r<�,)I:,•r '(.} �� .r t. . T. �,a%: '�' M A \ari,asaaea,a� ,�,,, ,to u,..a\w:ir\aae..fa ua _lwa\� 'aw,\n•1.11a:!\:''�:.A.';d'.,�`t]e, ,_Z•.e'f'•• •r:i4'�- 3.,x Ln• �.r';: 1 1 //.i.:;::..; �•:•', ,Yv:��a�•.l a aeaat,.x v a...aw.x:a..,a...... .w,la"1';ar..\ta..-...away••a1a! 1 a 4�� a� a,.w.n r 1% ...y„•ss_: dr' ` p�, rr.:., �.I,{if -' x �'• as\,'Aa.ax\ ,aasi.AYli.a141Wae t,i•' wa i,flali.x 'rtalt!-.�• <•c •� :•.'�f, �`� S�••..\'M�. � • �. f!I• 1:,. ..-�.. .�=.: . �aagioq a,aaLwa,Ntts.ari\e„ � q�=, 1 aax171stax v iM.<, r�,ii i'r /!-' -'1-tr _i .,\a, .I,.• 9'a y j 1 ,C lHUQaic•9\ta Y41♦„Y4 a1M... ■}► '•b .vaaan,a, '' .pl i�• � O Axa\:aaaa,a%.1l a�.a\•:I �N.:vas hg\9ak'wa5k,,:,in"! .tea. '_•<'Y�!�.�+.•�• rJ y'' •t: t1' �� '•4 ,.A,aaha a a-`�r� �'� a} .at All\\t,\aY51aa1 N.;a,•,a-t\".4t.7\ra - xxlx\aa\\. .i:' ` ,,i, ,r'd� �, a. ass Y,w,aa.. .,-mil• .aa.a,aa...wx. t siEtlfi•,r1' '11 ��,\i. , a` •'"'' i'�• ,`Ir3 / -aata „ _M t' V� li, p/•.: .�'. .P'� �.,�,•:i.. •w! NavaaA.a 4 _ .r1A. .� i. � ill \e 1. 1. r`,� ,a .i', a,aaa.,:\!�'� 7. �\�� \a•,•, .,fit\`. ,`` ��. r. 11 �F �l/ea e�lii,atkl'i ki .l:t `no,VRaaA•� .'r51 �.'!!' ♦. :i'Ii%' :%i ca'k:.� ••• xnaa aa►aN�Alo. _:`• l:\Srg1►�\lirr^a:: _ a -5.�� r / i Mi,•!"a•as+o- t '�._ •ttiNi" .ran .c�� !rr .+,�• .�. !.. <r' •�= ,,f' :%`�•� � :.\ `2 ...............\g1'. yy "aL,V•la'a ';,1' f••tiy pc:WM;t A 11a a: y\4n:IQ 115\✓ �t 5 a �a< •. .r aGek4h aa:.' S:',551t'}jx1.1:r,:10.,,ltlpl g 4x•y•, ate: r iG 1111\Alt na°4iM� 41a tLt'•* yf��' L v - xx,ar.xaa,l: .v?<� =3 ''XL, a,t,;:xlxwla•4::ar.:ha'! Al `9.• ���+w ri.,•y�{�' - - ..\._ �/.. �:: �.''_ ..a a• ,:� �:�� ` ar`••1•<raxl lai ,\'� — .11\ At � •.. ! .'`I'jF'.L. - r , 1 :q ,•Slr• Q � •'� wx•rH\' �' ,:�\� a i.t \9 , . �=.`�. •ail\:\a..;'".° ./ LS.� ti i ;��' Oi i� ,It f ,� , :a• ..��:' 'F:, �o�lt^ep•,aeNilu.a• -•' !f►- r:i�•` rsxr.!• 't �'•';_ :P �- `"„2°' ��,, 's,r r \ ,a�U•a!x`�avelatia> .ear uva `•';r,ta. �:4� i `nn y.Y- i�= ' '•`'�1•��- `��� 1 'f• tl 1\a11 Rtl►l�aaari\,t x•It,.w:a. t•�an•\.,.v. ;,;.',.: �„� -y, _ • � .:6"^ � `Y' ,ail a►alrita4.r, ci S..to, ta.,,a; .,-. �4' ,. i:.�'[., '�.ir,� rkA♦fawl•4)tixx\,\tNas• laRUaa4l1\, r 1Ca• �.� �-� o '-1 a' ..�, v,' �� Y. `• •-}r,rj _ •.-^,`,•- ` ..��( ..4aM�k4�la�lato\►aaw�w,aam�al�av .,t•,.,•.xa,.. t. ,.a,a:..<..:t.Y.,� :.\., .! •a4r'R�L'_7"_.a:f,•a•ks�,.y<::. � -ate..;`.`��i_ ��� 'att4`i',Nttk}�lyk�.l�ayatx:.l.SAWa�N� `aa�a ,\W\`RNY � ♦.' H...a L.q„ t C�.p,i"•'(y. � f,Sri 'd j �„ .: q'tawUat*11ati7R\Ik{U:>:xq cxC wRA\:'114��4,..•Nos "'}. �:'`. `E �...` `• •..t., '•iea�a\!\Silaltgtl �1 L � ,�.. :�\: •.�...` l4Actatawt a�Qivl�iAi � n.��Vr) aL4\txa ai'aoa.•kiwva\•.a\;.-.,...•.!\ai�ia,4axw'ia�t,•\salts.. ,! --.-•.-:`.,.:�.�� �`,•,... .. �"• � „l'-.;. . �;, F �I, .:tkxrwps,lar\T/\iaa\p4te\9:•iTGrw�.xt4•a-•1witwat,.:aa.a luliinxm ...:': -._. ._.-....._._.. ,�,;�� •^.9-o,�w�rirw ..- ar..a4��a�,•�••. ��,"r_•Aattaasrnay a� axN uawuaaa V x ■�w�•a•xta,atwea�llaiaggaa3`:wwaaAaa.a , a�pp.;r•: .,�r lntlaasa a♦,�1t\M1a.Val''iil•\♦ n4'Lla1\eWiv.ip'4:a;�ilY.,a - ,• uftE i.ki.!4,:lif UIfS',Irrli!;.':• MUM �Ntla\a\,Y7,tvlx4lM aA ww .YI ,�.y�• qJ(/fy, a t\4►a\i\w\S waatx Na:a\ ,ra4l�t�aaxal:.,.'..y tat\,sax/e. ". _ _ _ _ i b ..' !<"i ,'' / � !a 1 _a\ •' t+<aui<afi.f..l ,,� :.��yy.y, \r. I itlMfllfulilLi111H11Jiu111 h>'�{.: IEt4- RIy.Naa!tal4xaaalt.staUi•SR'Nuy •�,.a+xw\aa\qa as aa\ ILI%N\arri,\sae ::.:-. !a:,m.t +wtM It'kS�,aaalaa\� w..�'• .' ( .8}f,.: a•\..�ynu:,l k•., nmuu I q•,r a w \v. R - '' '- ... .!(//.J.O.`A:•. ;..IAualat�sl\gt\laiatYx4e,, < •... :..... ...__[! i �,,..;.. � - I�.:...... ,,,"'.._ 1. - ,u�: �I !; rii i!a,r is*Xri'Luu4.tNltax,lavtaxtAtiattt�t4(ixe�wxaeab0a ,n,�i': .' ice•_.: - \t\?,.•.a,F1\1.\'aai ,�rJ9 a...R�lxat�l:atlta:a.,,,.l��i•.<,J,11.i,atal.illalliX,\\►.U\ak4ilNaiR. i. I ��� I< I"� I: ! i n •'111 1 I� iJl 1,rt11!! •6 6��.I, t ,:I �� � ,..nk -saps vAirxNlKaaRth\•�ti,aal aWa4U4WtiYWaV'�.1jlladC;' fi.<r...,. •Oi6`.l:•a;, 5a h. ` ,� •'1;'!!fl■ I :j�� ,g�': y ,�S �!•( I{... - I � �T. ��� tktAw �a ur u�t\vaaatu,HtxAtla �-'—. . �yJ�. 11 I-i..:a� I r�;: � 1': s a4>♦� - ',,.y,• L:ri-, r•' ,, +re �• 44a1.Ut,,gp\aa\.m.,il\,ld.�.r aa.Y!'i 'e\.l)Wtte\.at�\)k\Ll4letE ' � �I! � ... ...fi, it .I I� 1s1! .,�_q' .(, ..I� fll� Eft � .�-,'iii.�lvn�Na,'laalw a� ea>•aw.rnw'! - x, ` !CLJUH1a .► t l,\\®eH.Y\iAriil„e,v.;:.a.\.1:A: \l,!'lJ.�•:.e4.w., ♦fk '. RI rrl� ._i 7t EJ•- :.!"i...! _ � 7.. i"1 I: r' !. •r! :•AIi• •:,:•r.;,;ixlixtU..m. RUM.u4 xauiaaaawt•.. ) a.f laaal K, ..,an_R I I§.N� A•4, ,� t t: et r�Yitltt�a�i �.•••r ' �... '}' .rlail,lt,:1'.N!<aa11!'.`:;5,,11•• �y� r...:. r19M• :� I!3' ,@t'Y'�: la p:■ il,� \ �1f/t7:tx\ ad1\axxx111'.!1}�t♦ i\'Alil,ta,4',•� d, ,r „ '' ,...''. 1 ...;./'. °•u.'. .. Y�a:,ANh'.i Vas\R.1:4t\..}ela,d`�tV\`t}i.1♦tii:\,x! .. T.r u.. ..•. \ ;'�. k { ! I(itll itax I, a•attatQi�At t 1iNtP �l\lW.\Cx q �a11��^rl<`/ •.\ �^::. ayPatl,.xS,�gyNev; e ...1:� r'•0,'�fl .��I, �a�_ :�� 14�jl,p I� a9 1:'� .'j, �.rit4n.►enww4taav�4>,Y °l r'lYaitataawt►a�,Ct����"' A. . t,_�ait naat\',5•. i,i,tx4,t\„a t..eistalmt,aia�satx,txglaaia:.e! M��''••'' 0rl! aI!� ,i : r: I v,.�II x,.xayww.awwntfga�� w►�a\.ae,taariaul,x _ :� ' aa11a•na., „lw:.ae,am., n la,eti„acc �9�1 I i a Y,:I i�i! h:7 i.:u��'!.'.-.,'..- •„lta sr:in�ii'bni xu;.�.Cl ,i'x,o, { i! �r-•:�,t '.JI � �'� 'P ..4,.c. I. •in�B.i' 1' M I rt.•, .•r C'r. .,,`�,.: ! • e!p'e1 vknaa,�waaa;.,n la,, �� a �� U ;! �. t \. tfaa araa\avNita' - �,l :l..:,� _ t• teev a,l,.,:i ..,...,5: a�!!4a \, 118rt :.�- 'a �. •:f I,'il'I: I :nf' �• ue4 - a! t,..lru,`.t .�• $.t •'a .A 1,., aa•il _.aS.X\ .t\4w,',lia Ya ltA ap'bAhaNav , ,,`I: i. V,.; 1 !�� p/I L } V.� � .:I:: .rlAl .4L18 14alarrl�l�ti .trili7♦dtiiX}lx ," ?i�1'. T•!!%' .t. ..v I, �. � s�.. ;•:}� F�i9 --3 r rra n,\a.a•. ;xae\1!•.1l\C•,`1♦ �:,.. qa• ,t„ ! !1:',{ ,I'i I"lil I :U ,n a s Wtti\iRw tl aaslaatt - ^•i� tayi\a,.\a\�n.t. yl'Ik1811 ia�iLN:. tla.,N 11 �'n,,I d I - ,; .�Y �•.wt+` ;:�araaw•e\aiu:, i el��<tE ksl.,,ifva>e�ta+wut* .. ,,: ,:.; , .. .cra•anittR\ ,\ 1��at\ae•;,a.RY 3t\�1`* _ __'91�IR! ,,�1ii t�i1Mw itilglbl� bat t x t�t�-- t, ,t lta t!!aa\Ie.• ...!F.Nigt•\1anwa. \a.•el:li1a11x R:".:\ -"'}'� _=,t a\aAlYaaiaLwpat\GrAie >�a♦tl•�YiA1}Ri' �1,' p.42\iillaNAl t' '' • 'I �i g ,al:,.\\l\t�� \'.'• ., 1♦ �" ) '.i="3't`-• �alip�AU2aR\,.11:ia1\<ilak�aa�Ua\\�+•ram.. �' .! .aa ,a.naaa ll':t,,.a.l,ili., ..awioxla,• dr i 'Y,'�,,. `Y\ .+.•- =• is v �.:'`� •f:, y,.�Kaa,t n iAs.n� , p1��aC ea\ .1 4'i4:•; ai• nn�. ,r-\,�� .�.i.�'•\x\.aA\\:\W,n,.t�Nl4,•�`.•�!'�_... +.��. �'?k._ �. «.'�'...'v.. .a 3, lrhtiataalS".a,t,YIC[lLal�6�et43PSRa r. a,1 .,i+' - lSl'lll ,:. �'aZ,..,,� ""Y.:r�••.ilo. .ru»tukars�w�. �Irw`aaalaaa• as .t,yfJ :Y>:. n:e ,ara\s.. :ae.kttl.u'pto*„sc '� _ ',,+r': A•�' e�Y: :`ZC:` ar-..-.�o. a•.. sir, \. '• x�l `.ii�';',.s• .,n. :•:r, .:. n r,U a .�• �' `:C,i` S.•C'rr aa\,�aPiaa e\ A • .. ...., ,. ,_.�we,ai.a. \\,\'.,a\ta.w\ia•...+.. r.• ': '. `- __ +-y; a a'xlaataxaw�•lavi je9G3; I,,...,,a,,,a aa..na,x.a....•..;a..•,a....V✓t'._ -_.. -�.'.:. ,.. -nx,es-.:T.:'. _:alai ±e•••i� _ _ e._taa,ixtaaSl\11wxa.111M1Y... .a I 'x..; � 1iNu w' (' � .� - �•'snavllyy i16ta'` sx :aoavtf'r at,1\ .I 1 ]� :- r• .: :: .:..��..-::__ Ihxixxrtmt. I ..:- ..«'�- ._r... r11W17lyUxruulr76ntexthtxlWi116,�- J �1•asl �.� H,y __ ,t, 1•a.ai likl - -rb:;:ii9.. .tt' nra,.:. a'Ike ar,..i:EsWpi{Ui11U luifilisealli!� Ja.u.. I-.. I.. ... ..., .._,..,. x.,,.„ ....... ,..,p 1, Ix r ....:..yr••s.l � 11G.1L'ti uxrrnnru m r<a �'� �:\„�®•. It iFflll i0 N1{Fll11N111tIu11 ... ,r �.. ..., g J c .. ...., _ t .}} _� .d . .. .,., ..��f:.: .+ �'`. y �;Bs' .y:.i� @. � �ry •il" �!..._.irififnil+Hfiili4itiliiitlin.i-.. •*•> ,,1 ) ,,� iR J -I, x� r�jJ:a!i;l�hl I: p.�l :�,:' R f:irrS:;:kxl ..".�,i. ,�.¢...'„'�_ V. "at...i r. i �' �"" } �. � �I' ,.nleiin. _ �' ''. ,, Y`:�✓a;::'... a,�. i ,'J .I��� !„�. j� � ���! #ill !tlS�r'`�FJ.fT.P!:11±. '�: 3itFilf�dEYiiE!SPk19119E �. '•�i�t1'+sIC:1t0:1Zli - - �- 'J., ],�S• •.� {7` le ji IEEidH s. Ea... •s."''!IF 1 } 1 •I Ij Ic,. Y76dI1dJ. �• ^s's'' ;:{,' 'I '.�:\,` s{' --.�� �� r�.1!dlY I� I �_� -t�i . , i. s •'�`+ ::a: -?�.2lS�.l4l� \'- "�}- �� � i _• i _ _ t r 'Si[ �•ri` I''. .:� !• E tl'4991 t I, .:rr�� ,1. I ��y G �---.r nisi i Ie:. .file .�C. ✓�..5ll I,1!1! .:� , .:3 _ ..i� _ 4'' _ w.._ •• 'i ''�: %'ti�o�•{•�.• ^�Ii11'fii I`•t!J / �I:tt111.9!!P J�M2RI! �..i anank,w I :!ulrID �F L• i:."S•-:�.,.. _' 1 a:,.,� ! .......• ...:, 11 �l' ,': S •tc� Jt'fy 1 ',1~..�1:1 J U ,{ 'ilaliSi r' !. ca'',.S•' •I r7 �:i I —E.:.I� ,i: II!e ! ',r ;'."P. � 2� y�', a'�" � p qq li'. :�IIUk <'dr' �.,•- ¢ I 11717k•It!! q .�I -,I�!:I I '.I P'! , �.._.. 1 �k}!�` •�.. .�iP:�•..� '�j g. n.e: p�r :,za mu • ,:-�.,� \ '( }, ...,- ,.•,� K� �e,<ir• L; .i 1.�!�.��' I I luA,l, j I !:!i/1 ,I�!01;d�� ;I ..�'a:: f ..p,.a.,. �v�•, 1 a',�} v� :1::• .J }i!1.(li!i: '� x '8{ _ _ _— J 1 11:, 1 'I �i I'!t �! ! •J�..1'q .'�,' �,._•.,21_... I,:7 i j —1 I � �I1t f�, t .i I n.. 'i; .,. ,�a�i N�•rtta•a :rnr (,a�� n i it III �) �'' j.. �. I i; L� t:� v J' _� ��. j �d.► r }' •>Fs: -- � 1 rcr! a�• i,l. J t Q d .E ! L� 1L`a:wq • �'eryi9 ✓tLy , I .�aalr Ipirl w,i j J i'Xx4i}- \ a .fl. ,�p i:, 1 +,,._ r r :. � ...,� ,:�.:•' ..... .-. - .__, � .. � ..... -�• .� �:ea,:al.. i�k.. .,.>Y,• y •;>.gip.. v.-. y, "7r-- - ,a..r.- .r•. t�,,: :,•:..�. tll! AK<� r1 0. N':.,y .:• .a!) .1 t14S .Aura !.. ;•, •�,r,xyg,• •. y .a, xS�.d', `f�r .T t t �1 ri_ ',a.:.,. 1L kx. ..• ., , ..-:� :: *.fir i p q,}�' - - - .i,^� '4. '� •};•'i - - .,. ... x ...., ._, i.�•., � :, � :-.5-. U. w� r. 1F,. �ti i• �., S ?a_� A r. b., !U_ J ..y';:,' :.r• 1iF if •` :.a1, 6 ! r:.•S! ':.,...:..y ....:.,,, s o b. .ka_l.,a3d,.r .7xF. i.;tJ i"`1i'S•ni '3•s- wl ,,.,>�JS r t .t...1 •-.�. :f �l ti�k.l i w�-' '1 ,p. a�r.�� �± 1IIJJ� p.211_ :.f` -t•ip a.-r. J'; � r, -a.: .H-. Ir 1:i 3'a::. <U. .:� 'fir ;•�,� :.f S - — ��'�� }•. -:1 ':T. : i•i,�: , � ,..7,� , ..,..< �..� _.._.,1�-• :Ra .. .!. Y'.F: �\ji'Y'1lf7'� '1'L „"1"... _ — �!+.. '�i ui �1• i :, , n, ..... .•al _ :ice. .,i• ;�i.,:. ',15�. 1 r07 .iril• '�'r. �.w^li.� 5:' (.:} Sa?711 Flt t•. .G:, wP! 1a �Y m,w � t`i _:�!/ •` 4 �+!!. c ... .��i � �•ti y r ^"`.)�.fY S i lirti. •.l r _T � ..: r' ,< f � r`L Y _ i�' ,frt�: �'' e� y'� al ��J f�I' a ��g.F�it�.4 ar�p;,i,,.'���a� _,!. __ r, �Y/ !i�►'\'La��,. �R. A �n�" -r ^ :•..,,..<-:.,:u. / Y R!� i 1•cia tia r�•.;,, tit • `i.'i�?�ts•ay. ���-�•• ' (aslll �y�•.-, ,. ,,.•'.,:::....,.,' \•t©:,r`.".. .wrracacoye:,v"' .'.yvst � werwsa�n ;'r'fl.'ii .o \••a -.tx. .. r -„ to . r�r ^---_ 24t •��! ILt / i i;. ..,Jr ,+ice J ///•��' / ;� .1:. ..Li 'R'o ,a:l5l' 'i. •:I - `•iili:.:i,ui�lai Ji\a_.••.di F.A .11, /. •t s "�".'-.-9„r+_..s —.'*"_.'L�, ,/.'fri / yK.<: s. \� 1 d. :, aaiaat•.t. Ira aa' - - _.- cs _ _ .• ��,�. ':1,w �*;' - :i•: \at�139k�r1A1Sl�=�}_,_S•';liaS4�''` -.�.� - - ='-�- _ - • i ._ .:.......... ,.: �•I .•,•f«:; 1 JT}dr.' rs .:r l.. /.;;)r - ::�- ._cJ.i �,< ��� �p •.�r(Il�r/'/r a� 1 ✓�i/: / !i/ ',�r�'c.' ..•'r"-.- _ - - _ J,.t-' ':<%/)di��Gl'// ,f!1/%� I/ �/. 'lY/'f�j�:YH'/"l�%`' 1!1+.�. v '�PIt�`'c-' - _ -.'•...�a:stlSa •r�!•�^a-••'-'^'�1.'J�` - ,y„• � _ __ _ • -..:ate•=-. .. :. �. ..___ _ -1?_••.,.. _ . - _ ._�,...� a ' c r o: \ 1 SK-1 OF I STONE RESIDENCE PROPOSED WOOD FRAME CONSTRUCTION 60 Goldenrod Lane, Centerville, MA - GENERAL NOTES AND MATERIAL SPECIFICATIONS> FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. around perimeter w/a rat compactor. soils 3 Assumed net allowable soil bearing capacity,q 3000 psf,fora compacted medium sand/gravel composition Other encountered,contact the Engineer of Record Compact backfill soils ar d perim vibratory compa Add sand/gravel mix,as required during compaction to provide final grade. 4. Concrete: Minimum 28 day strength,f c=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4" a.) Steel reinforcing bars: new billet steel,ASTM A-615,Grade 60. -0"o/c max., 1-0"from jogs Anchor bolts ASTM A307 galvanized,5/8"diameter, 12"long,w/2"hook spaced at 4'�ess otherwise noted. c.) Welded Wire Fabric:(optional) ASTM Al85;furnish flat sheets. Install in top 1"of slabs-on-grade for temperature/shrinkage control FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code and American Institute of Steel Construction,"Manual of Steel Construction",latest edition 2.Structural Design Loads: - Dead Loads:Actual Weight of Building Components Live Loads:Snow Load 25 psf plus drift 2ND Floor=30 psf 1 ST Floor = 40 psf Wind Load=21 psf 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307,1/2"diameter,punched holes in plates:9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. d. Provide shop drawing submittal for approval prior to materials purchasing. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be MICRO=LAM L.V.L. (ML.)with Fb=2925 psi, E=1,900 ksi,Fv=285 psi,Fc_per=750 psi,Fc_paz=3035 psi. Parallam(PSL):All PSL shall be 2.0E ES with Fb=2900 psi,E=2,000 ksi,Fv=290 psi,Fcper=750 psi,Fc_par=2900 psi. Note that MicroLam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2 Provide shop drawing submittal for approval prior to materials purchasing. 3.Metal Connectors: _ As manufactured by Simpson Strong Tie Co:shall be handled and installed per manufacturer requirements,with all nail with the size specified - holes filled,wi nail as spec" ed herein 4.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 5.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o.c.,maximum height. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side 6 S 2- to .en -16d -nails ea.end All noted h specifically. Blocking Between tads IOd gnarls ea d,or 2 end-nails . . in unless no ere c .Nailing Schedule: nailing shall be" accordance with Appendix C,unl in spe " tally. Multiple s 16d @ 12"staggered a All nails shall be common wire nails. b Sub-bore where;nails tend to split wood. - ea than 4'-0" use ode T 06 g .. 7. Headers less 3 2x6� all others per MA State Building C able 36 2 6 /2003 93 sa6g � ' � GENERAL NOTES Et; 9 ' s A GENERAL: D00 TRIM BOARO N 4' 6 4' b m• l d a Y T m• 1'-0• 71 4" '• ''�� - ¢ y3 L AT 711E TOM OFCREATION PLANS CONFORM TO•CABO WE WITH UY' DRIP x e• MID 7J.0 FAMILY DUELLING CODE.'dQ THE'MTERNdTI VJ'.GALV.AB.•32'O.C.--I - ---- -- RESIDENTIAL CODE.-WOLEVER MODIFICATIONS MAY BE fOUB) 8..A. a'•b" 8'-6• l'-0° H'-&' 9-6• - t MECE95ART TO COMPLY WITH LOCAL AND STATE CODE TREATED 2"PLATE-� � __ -_ ._...___-__ .. ......... 7. GGMRAGTOR SNdLL VERIFY ALL DIMENSIONS. d•GONC.BLdD \\ ------ I FMROWDE TREATED ✓:' 41 S 3. CONTRACTOR$HALL COMPLY UTH THE CONTENTS OF r/bx6 .4 UIIP - -------- SOLID UIOCD '_GFIC4TICNS FOR THIS HOUSE. .��p�1 7 I-f 4. L WOOD USEC IN CONSTRUCTION!S DECKS AND 5 PO �N •�� c P - ---- / 5 ALL BE TREATED. FASTENERS FOR TREATED (NAILS, Gd FM.FL ----� •C.RT _____� _-� A=i-- _!T __ __ i9.HARDWARE,ETCJ SHALL BE GALVANIZED. VARIES- r '__ _- 6 BLOC" DER B. �R.ARC�SHALL INSTALL Gt0O13VD FAULT MTE OUTLETS ; -_ L0...,� --- - - d 0 Q- r d�1 AL AIN9( _�� -i" 6.- ALL ROOFING MATERIALS ACCORDING TO .:.. - PCUNO /rr ' ___ __/ I r l J y•------� 4"ATERN RECOMMENDATIONS NOT LIMITED FOR THE • "ATE.N0.LTS,F BUT NOT LIMITED TO �I_ I ' ._f•�A• `Y �f •s'• `II V ' Q• 1', NGLEO.TILES,FEUD,FL69MING,AND F40TENI DeWCEO _ YYWWW���VVVV•• '�•' I V 3 1 p4T� o !a ____ -_ L, • 11 d O ••• DECKING ' ' •• 1. RI DIMENSIONS DETERMINED By CODE II "Z_ S. ALL ALL NSIONS FINISH MATERIALS PE MAUNFACTUIRER'0 - • - ", --- - 'n ' 6 MIL POLTETNTLEINE `• ^,- : - --� '" �'' - L .. ' RE I'4?ENDATION9(LE.CONTROL JOINTS,A ENT/ COAT. ALV. NT � qq �5 .1/i � -�I i AI ING DEVICES,FLASHING.SEALANTS,E CJ M019N BARRIER REPO.• C.VERY. _ I�@pA r i _ - - ® .._ _ _ �J`_I �• 1(L . \-FILL AL LS BELOW - ' ^ F ---- L._... T 17)T T _' G'F q B. ING: 9/6"E .Ji.FILLER _ . GRAD G00 PS.I. r. I to GON TE TO DATLIr- II i� 4t �( _I3 II 2x89 i m 1. UNLE NOTED OTHeRIWOE FLOOR FRAM &WALL CON15IST 6 'e' .•' D - II r --- �L. --------- --- -T---- - II o -- rJ --I FL B"DEEP WOOD BOOR TRUSSES. - '• V • R I I /6'/ `, RIFT DIMENSIONS O• 1 i •➢ y 7. FL TRU38 SYSTEM SHALL BE DEHGNE AND ENGINEERED ` �6 n_ '��� � � _ I JJ v 'REPLAC 710NIOR TO a e I 6gR�.,D TER OFMB PIPE ASEMEM y ACTUAL _ SECTIONI J �' OL BY MANFACTUR_R AND COMPLE INSTALLATION �\ -- --- - ---- - I I FLOOR DETAIL SHALL BE PROVIDED. / I �' 4 • T DAYLIGHT 3/4'.I'-0' U FL.TRU 'e ' Ij IN GRAVEfn L��DR41N/YUAT 9. COO5 CTED TRUSS M ACTURER IONS WITH 2 �I }__i (B'1 1 A\ m I' P II FRCn 11G11.9 PERMITTED By O . SEE OTHER WALL SECTIONS FOR ADDR:ON.AL RffCRMATION ` I 4. 'FROND BLOCKING BETWEEN FLOOR SSE9 UNDER np^S 'I' i _-_______ 1 ` �• I :li 11 PRO"E SITE sL WALL!TH T ARE PERPENDICULAR TO LOOR TRUSSES S. JO.BTW 5 WERE DETERMINED ON cnn18 OF THE - 3 I Mr L 0 T I LL-- --- -- ---------------- . 11 ALLCWAB 5TRESSE5 IN THE"1991" ION,RULES OF THE '-WOOD STUDS ' 4* #b 5OITHER4 INSPECTION BUREAU GRADE NUMBER TWO(2) • I 5,/ I KILN DRIED. POIUIER DRIVEN i _w 1 4'CONC.SLAB WI bx6 �� FL.iyo9. ai.l._Y:R L ______ __________ ________ _-_ ___T____� V I WIA.UA WJF OVER 6 MI fYI)` I I • I/ 1 LL A J'• 6. PROWDE D LE JOISTS BELOW PARALLEL PARTiTION9, ANCHORS•H'0L I Q MCI9TURE BARRIER I ABOVE AND OUND ALL OPENI NOT INDICATED ON TWRU iRTTJ PLATE 11 = VER d"GRA L FILL. �• I "IRU W ION W I i ` -.-.- l. PFO'WDE SOLI BLOCKING BET N F OOR JOISTS UINDER /-6X6-WI XUIIA WUF I i 14'-Q�•• B I 1&'- /` 11'.4• 3 m 0 .-B'-4'-.3~W 13'-7• WALLS THAT A PERPENDICUL TO FLOOR JOISTS •CENTER 0< r-------------(�y -- 1 FL 9E9 ! SLAB f'TPJ I �YJ/ 0- r____I EB Q b. SHEATH ALL E RIOT WALLS M NGTMMAL I!J"STRUCTURAL .. - ,I" F4 - �N '••� ' ___ _________ (9/____ __fLt1_______ _________ II GRADE 2 PLYIUO OR NCMI 1/2`O9B(ORIENTED STRAND r-ONE REINF.(4'-0• I i ION O , 1 ' T �_ ____ J BOARD). o D 1 ; m,10 ¢�.BASEMENT _ C. VENTILATION: c1oDNEo.1snBocENe , ---- --- -- a*s ' w' -------- --- ------- -- -- ---- '_ L PROVIDE CCNT RI VENTS ON ALL ROOFS.LOCA7E C.'. './ NKi �____ '.1•� 7'�• =L �9 I' /('►(� I'..... 2 l i DOUBLE RIDGE BEA. i0 LOW FOR ALL INSTALLATION \ .. '.•I. i I R. GFRIDGE VENTS. (I5.1 ' 2. PROVIDE CONTINIOJ.9 TC WALL VEINS AT ALL JUNCNRE9 (4)'4'S CONY. jI FL. •T ^ION (j 1 CF SLOPED ROOFS AND WICAL WALLA D' I'_b' _ !"_ II - 4 __ -UP Ft TR•10' I- _ _ 3 W m'�/���%�� •�• • Ii may:D. FOOTINGS: . I�¢�•75x __n R•lfi9'a_ _ _ _ FL TRUSSES I. CARRY ALL FOOTINGS O RM UNDISTURBED BEARING: ® b _ i rj HANDRAI , (6'J ,b�.•p M , 'I -- - -� _ 4'CO^IC.OLdB UTH 6xb• 4xW.4 WL:F.I� A.G"x D"FOOTING 'OR S•FOUNDATION WALL WITH f7/ DETAIL AT T{-IICKENED SLAB ' '` ��' 'x7 ,I x BEGtI"I- 9 i 0 r-I--r T om. N I I COVER 6 BARRIER IOVERLYC01'IP CT�lEO FILL •4 REIF,RODS T Z 3/4" . I'-0" 3P CO_UMN . B.74'x 17°FOOT FOR O FOUNDATION WALL WITH(2) 'I ' --- Y •4 I�IF.RODS ' ___ ___ t ((�� �• -+-�-4, I # PLACE9J Q/ .. 'I i Q , .-.� r'---- - , �_}1 I J�i SLOPE FOR DRAINAGE. E. PIER FOOTrTTPh PIER FOOTINGS(TYPI UNLESS OTHERWISE) I I FLOOR I. PROVIDE a'•0'x7-&'1:1'-0'DEEP TE FOOTING WITH - j l i I .. _ ,�� �I 5 aMILAR i �' TS&NtsMii�4 AND(3J•4 REIF, 9 EACH UTAT 13ND R D'x20'MASONRY PIERS. - i I W 6 ^/�•� T---� L \ - ' CPP001T NAND I I &LOPE FOR ORAIN'-- 2. PROVIDE 2'-b '-b'xl'-0"DEEP FOOTING UTN .'. II •` ' -STBEA� _ Z IIII� •_6 3•_6•x:•-0• I I (3J•4 REI IF B EACH WAY UNDE 20•x20'MASONRY PIERS. --- I F, , 1 F ING 3. FILL PIERS ID WITH 2,100 PH.1- CRETE,TYPICAL \ I O rJ 2 _ W B EA W4T I j 4. 1L•GlN7 OF PI R9, I I ? T j 9 •0"xl'•0' A PIE SS THAN%"IN HEIGHT T BE S-.16' \ IL Zt� m PL ` I i DW/(4/ OR A9 TED ON FOUNDATION PL I ` 6 /� J 4'6 CH WAT PIERS BETUIEEN 36•AND 80'IN HE Hr SHALL - YP A REAT W Ib'xlb. •-• �' I Ii fT 4) G PIE CREAMER THAN 00'M HEKJNT L BE �LQ o 3 y I An -UM OF l6•xG'UTN(4/CON 5BAR5. ;I 1T-.-.-.-. -�-J'- .- N li W-2- B'.7• �• maas F. CHI ET CONSTRUCTION: i I ,v C /"-D Y �(Bv a "L (^, 3x BLOCKINri UU IR•1 I I I -m' I FL 5 (yam L USE N INAL IR•STRUCTURAL GRADE 2 FL OR NOMINAL L -_-_ __T -RIM MIIBER T I f___ _T BOLTS•74. w I 11 _ __ _ ___ ( 1 I I r 9___ y }} V1'O rORIENTED 97RAlm BOARD)9WEA7H FLoae STAGGERED I ' ' N r- ------ __-- DECKS. WE8 _ __..__.. ._.._._..y.�1.-- ------- ------- ---- r 2. aPLI E CNLT ONE CORNER STUD AT ANT SPLI STAGGER Tom'•`•' R.TRUSSES * --1 - SPL 9 AT LEAST V-0-AND USE(4)STUDS PER R STEEL BEAM _ ._ ------- -�] --- - __ _(13'J___ _________ _ ____ ______ _ _____- _ _______ ______ __-____ __________ J T�_______________ _____I ___-___ 3. LL9 10'NAILS•4. INTERMEDIATE AROUND ALL PLYWOOD E I _e__ RRT R I1____�_ 1.� �r_ _ 0.CC.AT ALL INTERMEDIATE SUPPORTS. � , it I � J # r-_p _ ______ 0-NTE ALB. C 11 ---- -_---- -d J 1i I Bcr 4. .. DE BLOCKING BETIJIEEN STUDS AT 4'_ SUUP.COLUMN , --- -- ��--- -- I O 9. 'TRACTOR iO VERIFY NSTRU�IMREY ON.FrNakIF MATERIAL II 0 6 TM CNDER F'R'OR TO CON9IRUCTION.IP BRICK - WRY 19 REOIUIRED,CONTRACTOR TO MODIFY 6 ' S V d O `TREATED 7x8 INSIDE () U !n CWBTIHUCTIW OF FIREPLACE AND CHIMNEY 49 - 9 - it B o I�0 `--9/4x6 a F£R METES OF DECK 1 p 1, _ p W N REQUIRED. a p o .::a p f. .^• = F - TREATED � P%RCH(TPJ FILL ID AL GELL9 '�/7�'I Z BASEMENT: CAP PLATE 6'G6•xl/J• II DECKING tp m 1F� li - e'EAC ID OP BEAM - 111�----- VB WITH(413/4"0 BOLTS AID- ¢P / ____1 �____ _1 i_ ____' i______ - WHERE i L .Bd9EMEHf WALL CONSTRUCTION SHALE-BE REINFORCED I ♦ i. MASONRY CODE UiOI�ED CONCRETE.A9 REQUIRED -_____ ___1 _ a___ r �•-_-_ ' \ - --_ '•/ I Q y a ,,. 1 s BY LOCAL CODES. / 3� SE GTION I IR• 1'-m' _____ -_ - --J__ ___________T- __ ____ _ _ -- J f�h ----- O J w o E 2. FOR ELECTRICAL LGEND,SEE SWEET 9. '-(2)TREATED 3xB'9 AND �/1( - J /� - d10 TRIM BOARD i ----- s I�-- St1+�5� WWrt� C,�s : LC( - -s�er«s 4 D &•4' - e'-6. e'-b• r-®^ H'-6. s'-6. ' / to hIa,l,:. W e ---- .... �. 14._4. 12,_a. 5,-B° D'-B' 71'-4• 1., w m ❑'. ..---------------------� .(7d�p I I I -I- bb'•B' llzr- N 10 , CRICKET I � _ 1 ' BASEMENT AND FIRST FLOOR FRAMING PLAN Q ~ • 'I I I W'.I'•0' __ _ ___________________i INDICATES THE NUMBER OF STUDS - COLUMN(TTPJ L ' J U •Q O IAIDER BEAn9 ABOVE - BASE PLATE 6•xb�IR?_A ^ ! '--'-__.-_._ ® W m M7 FOUNDATION LEGEND Dr i BOLTS.W r GROUT BED y .L.vi< I 31 n N ` UNLESS N DEEP D.TE ROOT TRESSES D I i B ' ANGLE 9'x9"xl/4'xl0• SUB BOOR J/ TOP OF n•SLAB 3 PL.iRJ89E`SEE GE NOTED OTHERWISE i I j LONG WITH(3)3/4'. �} / / I (U.j•� SEE GENERAL NOTES I . LENGTH OF TRUSS 4379 BOLTS.MOTE. _-I. ..-_.-..__..._ --- - - - -'-- Q TWO ANGLES REQUIRED EACH BENT. __iuta!DOWN 5LA5 V V m -•-.-.-.-•-.- DOUBLE 9 46 SPECIFIED I BLQ"ICING W/ V)- TO TOP OF FOOTING BY MA TURER(TTPJ ryl i i BOLTS 9LT.dGGERcD I I / U:-1, L_ SEE BASEMENT PLAN PIPE/VENT STACK ¢ a L/� 1 i • I/ I /_ w----.-�._rw....rr GOLIl9N FOOTING - --_ _- (71]xl0'9 UNLESS NOTED OTHERWISE i D L W j B I /r I, •• .•- .• STUD WALL Q >-IU75TEEL U78TEELBEAn- L--r COLUMN BASE PLATE DETAIL R A i I BE -- 314•.1'_¢• I FLOOR JOIST/TRU59 j EACH SIDe ON PIPE UU I I I I I 12 • Of �0 BLOCKING 16'Or-- ------ 0�- -F-OCR iiO•x2m' ID -___' L-------- r -- I Q --- -I'-" -----------J 'TRUSS I-3 • BRI IER9 2IBRI SOLID 3 G ' _______J L_______ U4 EACH ANGLE STEEL'BEAM 7 DRICK PIERS I O I MI..- q, a SECTION ---- - -- - -- - TYPICAL PIPE THRU FLOOR- __ -:__ - -_ -- 7 - __ \ - - 3/4' I'•0• =V 1� ROOF PLAN 5112, �-METAL ROOF � SECTION I In'.I.-C. = 1 N ,/8. F_0. DO NOT SCALE/DRAWINGS. U-- 7_ I Co 'ONBE COPIED OR2 REPRODUCEDT W THOUTV WRITTEN OPERNISSION TONER, INC. Z o� N O 14,,4' 6-4• - i o yam+ l O' B,•6. __. _..__ S-6• ID-f. Pi L" g �i DOOR SCHEDULE SYM60L °6' L TREATED WOOD ...... .. C „ h6 A As SIZE QUAN.DESCRIPTION S REQUIRED To GRME A RQUIRED I I 3'-m'x 61•60 I EXT.314 GLA55,IRA 10'SWELITES I ELLIPTICAL TRANSOM' 6 ° J ° 2 (2)7'-b•x 61•b' 4 ENT.FULL GLASS UL O'TRANSOM 3 7'-D•x 6'-6' 1 'EXT.FULL GLAI S W D'TP-AN50M NMIDRAIL 4 r212'-0'x W-D' 1 EXT,FULL GL699 UV D'TRANSOM -- - - _ D 2'•H•x b'•D' I EXT,N HOUR FIRE-RATED I GARAGE l 1'•0"x 6'-0' 2'-D' T T. O 3'•0• 0'•B° 7'-e• 9'-4' 3'-0• °'-0' 9'-0' 4'•B'' 7'-0' S'-4• 2'1- I'•0° II•!' __ _ _ T•B• I ti 6 7'.4•x 6'.D' 4 WT. rl• ' F 9 2'-0•x b••e s Nr. - PORCH Y � NN E I '.. m I'-6•x b'-0' 1 NT,BIFoLD 2 I—)/. E I 414 01TERMEDIATE 2 U 7'-4•x b'-6' I NT,DIFOLD • -• �.LJI 1 mAAI..POST..... p (])7'-6'n 6'•0' 9 1 INT.DIFOLD 6 a .SEE EL•EVATIOM POW TRANSOM. O 4 �.PREFAM FIREPLACE WINDOW SCHEDULE srMeoL❑ - i i sREa�FAST nDE -- rTRgT CEILING! EII -_ _ /� WII O3 afe © I i-1ARK SIZE OUAN. DESCRIPTION - © W q 2'-4-x 5'-7' 6 Dli I I I = 1 I MASTER �II UTILITY I B :-B,x 5'-2• B I DN. I i r al f - m'sl .^ ^. , c ry 7•,"x 9-7' 3 Dx BEDROOM I ® ® cl ti m �y� vJ qv D (2)2'-4•x b-2- I DA I i I I - I' ,�—1 `/ E 2'•0'x b-Z' 7 DA I I - I w l i -_______4 I F r2,:-m•xb-7' 1 ON. �$ I I I I GREAT ROOM I. / 1 p D'-2• I• ON. - `? }� I I I rTNUO STORY cE ly NG;_, y �(�, I I RM. H 7-0'x 5'-2• 1_ DA. ® I .I .I - t.0 'rG.'I'J�M�1-a.�`i.N I; ';�a� i cw. i I -�ZJnSJ J (2J2-H'x5'-Y 7 DH lm I I I b HANDRAIL I'-ml•I i /� I ,B I K 1'-II'x 4'•5• FIXED I 2•D"n b��/ 3-r v ` /.rJf • REGUI D 1-9'n 4•9' i i I 0'0`CDVC_J��f�'�(_ �� ` _ `_l�c ;, REQUIRED 9 1 I ��1GH— ALL WINDOWS ARE INSULATED AND WEATHER5TRIPPED. ❑ }---------- (� ❑ ///G--- C ff�� ❑ 1 . VERIFY LOCAL CODE EGRESS WNDO11 REQUIREMENTS PRIOR TO CCNDTRUGTIoN. m �L BALCONY• 6B I I . �'w 2_B•x�f4�,m__ �ABovE u �Y WNDM MANUFACTURER TO PROVIDE TEMPERED GLASS WHERE REQUIRED By CODE.' T 9 �R1�p -rR S '_ I U G I B-0'C.O. VERIFY URNnM MODEL NUMBERS AND SIZES WITH MANUFACTURER BEF:riE -- Im� ❑ ❑ ❑ - - 0 I. STARTING CONSTRICTION. - �ITN '; ROD_I SHELF LIN. �RY-T ____-� 59NLV9. DOUN n yy STOR. s sNLve. e.m•c.o. celLrw � O W.TAPER I FM N �o O e -_ Y I I M1 NONIBEARMG COLUMN GARAGE N I TP.FOR 4, Q3p- . UZm f,.]• 3.-,• 6._Iy f.b. 6• D-D• lI'�' PLAN NOTES: ELECTRICAL LEGEND �ma m �u BALCONY bmeoL DESCRIPTION MASTER4 �,a 1. VERIFY ALL LOCAL GORES,ENERGY TYPES, U"d AND RITE CO•IDITIONS PRIOR TO CONSTRUCTION. DUPLEX OUTLET(GROUNDED TYPE) ybj Q z BATH I I�R Y *�X I I FOYER I N / 2. REVIEW SELECTED MECHANICAL SYSTEMS UW _QF UBATFER PROOF DUPLEX CUTLET tt rTU.v�Tog T �' :9DINING ROOM - ONNER PRIOR TOCCN5TRUCTION. ABOVE GONTERLOCATION �m� 9 - r, LIVINCs / STUDY N �� CETE1Fii'.r-Y QI N RECOMMENDED LOCATI ARE AS FOLLOUB, FLUSH FLOOR DUPLEX OUTLET.OUNER ❑y ❑y /�- I •9 I THE UUATER NEATER MAY TYPICALLY BE PLACED ® VERIFY LOCATION . N THE BASEMENT OR IN THE GARAGE. - ® 220 VOLT OUTLET OR CONNECTIONco - H.V.AL.WIT(5)MAT TYPICALLY BE PLACED, O IN THE BASEMENT OR IN THE ATTIC FOR ONE CEILING MOUNTED LIGHT FIXTURE STORY HOUSES,N T✓ BASEMENT FOR THE ❑ $I ❑ - FIRST FLOOR AND N 4TTIG FOR THE SECOND WALL BRACKET MOUNTED LK+NT FIXTURE ® © HOS! A A B 6 FLOOR IN TWO STORY LOUSES.- BmD uj "AG.EmUIRMENT N ATTIC SPACE � DWALL BE ACCESSIBLE By AN OPENING AS -� SUSPENDED CEILING MOUNTED LIGFIT FIXTURE (7 a PORGI-I ^;A O I� I B m LARGE 45 TWE LARG 5T PIECE OF EQUIF"ENT 0 W DIRECTIONAL CEILING LIGHT FIXTURE 6 N AND N NO LADE LE9D 1HAN 27•z36'. RECESSED D RE ® Z F J�1.. z . SEE STRWCTURAL DRAWINGS FOR ADDITIONAL ❑ RECESSED CEILING LIGHT FIXTURE 6 ¢ Y � , 3- i U-FOI@MATIOl ❑W RECESSED LIGHT FOR UET 4AMA - S. 3'_0' 7'•1' 4'_9 4••3• 7'-I• 2•.I• 9 _ Z LIGHT - UTILITY UNDER CABINETFLUORESCENT 7H9 AND L TT ROOT. 4. IN911L4i AIROWD ALL BA E �� Ny a 9. TYPICAL WALL,2x4'S•Ir'v°OL,UNLESS OTNER{A9E p EXTERIOR OA9i ALIIMINU'1 FLOOD LIGFITB I DIMENSIONED. -.- 6. PROVIDE SMOKE DETECTORS AD REQUIRED BY CODE CEILING MOBBED PADDLE FAN W LIGW r I m B rAP'EF£L LOAD J W p 1. PROVIDE DOORBELLS.TRANSFORMER AND CHIME. I I BEJ.RING COLUMV z J m E T®T.� CEILING MOWTED FAN,EXWAUS, _ Q TYP.FOR']1 L�� a J O b4• CEILING MOLTED FAN AND HEATER - - TREATED TO G AC'E NNG 1 _ TT I'CEIL MOUNTED FAN,LK*r,AND NEATER _ AS REQUIRED B'-f• g.•b. 6•-b. l_0. B'-b. g._6. _D'4• _ __-_ Z • m Lu 14._4. - p•B. g._B„ 0 W.I. 71'.4 f[ ) br is.4 ,(jy0 N Wco m U v o co 31 co 3t cm FIRST FLOOR PLAN ;/,-.r_m• �e 0 = x .. FIRST FLOOR nse O MgSS9 m SECOND FLOOR 123.q.It TOTAL LIVING 2521.q.R O= MICHELE �'yG a: d .GARAGE 462.q.fL .. C. CP . BONUS ROOM 349.q.R. 1 ' .. BASEMENT -----n9H.q.IL _ O TUDOR Q U' No.34774 s STRUCTURAL .q, O GIST EPA �u Cop r G� D - A DRAWINGS. �✓,' O y� .. DO NOT SC LE N r W NOT TTTO ECOCOP CD 00.2 RE ALL RIGHTS RODU ED WITTHOUTV CD B O NALD A.GARDNE0.,INC.RITTEHPENWSSIO /�43r� wp� I N LL� VI_ r r7 ZJ¢ I I FACE OF PIER BELOW. T'•4' 4'•p' 19'-S• PIRBT FL d TREATED 7.2 LEDGER - . . • AND NO Tam BOARD --------------- TREATED LATTICE ON TREATED i 01 EXT.FACE 2z4 FRAME WTu 2,4'5•37'or_ ' - OF STUD ♦ERTICAL,2.A BRACING•AS' ' OPEN TO BELOW WALL BELOW J - v . OL•d1.D k2 TREATED TRIM .i W - C•I FOUR SIDES rt D BEDROOM "2 i 1 _ PIER BEYOND r I i 12ATTIC f i I I 1 o —————————— ACCESS ' -- -_' �I SECTION J 3Ja•.r-m• A[. SEE OTHER WALL SECTIONS FOR iQlAL NOTES ADD!T' � m m. �� \'✓ �m _________.—__ _ _ _________ I . I - I GL61S � �• NdnmRAIL� BA T r'I R'Z i - I - - ON 14 TR Ip m UI I I ATTIC 4CCE59 . - - L IN. w R.•1A m of I l SEE PLNI NOTE]y . 0 O SHELF 6 .i T BATH "3 9 ENLve. M1 , J VdNDRA1L BONUS ROOM afTTPJ I. y I ...-._.._... ..... ...... ..... .. .... ... SHELF(TYP) I _ I r•I ROD]eHELF 10 ---- ¢bIN -------- 4--E•HIGH WALL 1 \E �� 1 1 i 3 IS. �\ -- BUILT TEL \ ^ i T•-p•SGiFIT IZ 12 ._.: Mid VE : I I I 4-p' ]'-p' 6'-S' O S••S. 4._p:� 5•_g. ATTIC .SLATE -... .-.- I REF. I --- s _____-_.__ AOOES9 D (.. TO RANGE 0 - FIREF'LAGE \ /' \ / \ / •\ / j I \ / / I •� 1 BELOW PLU9H SLATE HEARTH —� ' \1 + I ----- BEDROOM F GREAT RDOM o KITCHEN KITCHENDe -- . � 0 KIID Ulw A cm _ - _ ® 6 .. i r:.,-.',g'r,•.I',]��..:� —.Lac•:n� I.L, z� 2 -� - _ 3'-9• 9'-Ip• S.•5.. 3'-5' 9`-Ip' 3'-S' .u..,vp.:... ...... ..n � SHELF fTYPJ BNELF(TTPJ �^ Z LI T D•_7. 7._]. R_5• .5._S. 17-5. 7r°• - �/ V LL a ui 'd GREAT BREd A5T GREAT RGCM ROOM BETGTJD BEYOND m• / / \ �� \ n - - I {.� m I :,,, r rvt: -j w c eEroND A \ / : J 6 -}� 5° - �I/f• / LAiRT I m fm 61NK m "'ERROR _Bmec a SECOND FLOOR PLAN w• r-p• !,_ .� I , ut O a -('° 8R K KITCHEN KITCHEN UTILITY Jk @., ¢N m � PWDR. ROOM OF MI C ELE d Go TUDOR SHELF lTYPJ .. .. - Q No.34774co \ \ \ L LNSNT LIGM STRUCTURAL tr x �\ ._ BHT 9FG/STER���a o o m a a MIRROR MIRROR SHOWER MIRaCR m MIRROR LAV S /' IWASHERIDRTER I _ i • C II � p I E �0 03 MASTER BATH MASTER BATH o ul § V UTILITY V V m BATH "2 V BATH ]13 QI rI �, s INTERIOR ELEVATIONS 4•.T.p• C5 Zq o DO NOT SCALE DRAWINGS. II O - COPYRIGHT(y'05/17/02 ALL RIGHTS RESERVED BY DONALD A. GARDNER.INC. = J NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION n O� VI IL' Ire W/bi TRRT ` GABLE VENT T-4• c ..... be BnImE / - - •, - cRlocEr 12 BOARD --••_. ----- - 0 --- - - .OP OPPL BEYOND FL - RAISED PANEL 12 _ // T CEI I....... BHUnTCII OF IL ER9-• J:...BEYOND -1- I BEDROOM _ _ - - _ -__ - TOP��I METAL ROOF I _ 0 BJ4•EXT.GRADE I 0 k3 B4RGE $ �® r- PLYWGOD W1 b GAP S Vl 90AR7 FOR FASCIA 1ATION SECOND FL b6 TRP1 ON F45G14 SEE b•4 WOOD TRPI - -- _-_-_ _-._._ -_.. .. m -.._ _ _ ,_ _ _ _ _ _ WALL SECTION W/Ir CAP � . f9JD1 , --..... ... ..-. (SUM) _- i ! - ( HORM SUB/ D•' i __ _ � � u . I I' I I WOOD 9 D 1 I _ FIRST FLfrluu) I I I —_ reuB/ IT —4D._—_ — - _____ __ -_—_—__ _— _— _ BASBOP�Jr ___ _ ape i I II TAPERED I I COLUrM I 1. TREATED BRICK N4NDR41L POST LATTICE vSNEE R LEFT SIDE ELEVATIONA .P.D.I-0' �`CJ Mgss OF MICC ELE q�'y I' TUDUR �`5 bs• i i i No.34774 8. ------ - --------------�------------1------L ----— � -- a STRUCTURAL (TOP OF BLAB/ - -__-- L --- . -------------------- -----------------L __-__.I.................j 9FQ/STE��� FRONT ELEVATION 1J4•.T_0• ► �aVAL��� ® omt 17/5 PETAL GNII•PIET - LADLE VENT 00 covER fi.F,'i,i; U W a Z cm Z 4 •I. • V J 7 • r:rt• . Q 5OTTOl OF.. - -—-—• -- �•� eobvs Roan--. __ E. - CRICKET II ,- - - GEILMG BEYONVD - _ z Q. J p TOP OF PIL _COND FL—_—_ n J ID SE -._. — .' -- _ �• _ �\\ —__ - � ® ; O n _ • O VERPT TOP OF WRJDOW ...r--___- -_- -• _ _-_-.6 IR'CROW) _ - W C o ALM 5 WTN TOP OF - _•._- I VOID WJ G4P _ (n r . rRAN` 'I BEYOND 0 TRAY GEILMG DLN19 R1.1 FL BACK BAND GAS._ -.I— _ ___ Q C4 e/ SECOND FL i LIT TOND f BUBI 6:4 TRIM hb TRIFI -- ~ • C BONIM RI FL _ _ - - TOP 6 PL _ — -- __ • O ® m mT LEI . FFH1 Cc DC _. > -- FIRST FL -. [=J i::-J LJ U i-i El -IL J --- N 3 --- = ._ 1 wv. _... .__ = X FIRST FL .-- FIRST FL GARAGE FIN.-----_-- :-- (SUB/ SUB _—__ FIRST R VAR-ES .__ (9UB1 + HANDRAIL I I I I `BRICK PIERS• - O O s IL b6 CORNER I I I I I I I I -a e m n BOARS 1 I I Q IL a - 1 FJQARD,lTTPI 1 I I I I I I 1 WITH WOOD DRIP -- 1 Lj7 I__—_ - _ L --L—_--_---- --_—_-- ---- RIGHT SIDE ELEVATION 3A6' I•_E•T - -- - -_-�-L--_-- - -- - - __J REAR ELEVATION Z ,.. DO NOT SCALE DRAWINGS. _ UJI _ COPYRIGHT 905/17/02 ALL RIGHTS RESERVED BY DONALD A.GARDNER•INC. � ' = NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION - p QT UI W RIDGE BENT (• 2d0•9FIMGLEB •� I F _ B•FELr (NOF MA I a' TIE c 32'O V2•P•YWCOD B1EATAW. ) g TIES.37'OG. / WM4 PLY CLIPS `y> LE '9 I.]• IS GA LWRRICANE P-2' Yil z IS GA HURRICANE WI H tgq !2 tl / ANCHORS.b'O.C. \ ANCHORS.16.OC. ,'- 6 I 2x4'B OUT TRIM-ER FROM 2x TUDOR —� 2.4'B. \ - 0 I u b 1 :.a'B. 32°or_ _ _ _— roP os \ / MS PASCiA WITH b,4 TRR'1 O r10p.34774(j Q� � I 8 C L § ¢ 2,;or- x,S COI.1T. 2.4'S. S TOP of FdSCId \� / V STt1UCT U'"'L - b°O.C.- C TOP OF FASCIA TOP OF PL - O BEAI�'I LAM . bl m I'•S° p' - ..3/B•PL-WOOD SOFFIT WITH 2• ` ! `S° WINDDWI wNDOIU _ p 2.4 BLOOKNIG CONTINuoue PERiFORATED BETWEEN 0=6 ALLMNUM VENT m Ph�NGR FOR -_pE.FRIEZE BOARD SECTION / 3 SEE OTHER WALL SECTIONS FOR ADDITIONAL NOTES - ; Y •� W 9EGQJD_FL I _ � FIORIZCNTAi WOOD SIDING AIR RF:LTRATIQL . CLG.JSTS•. 9�} MOISTURE BARRIER TRAN9CM - - F----- 2x C~ TRdN801'I .. m r Y \�In'OHEATHMG _--- ` DOOR 5 --- S DOOR BEDROOM 0? 3¢•FELT PORCH I FOYER _-... GREAT ROOM PORCH a D s/B"PLYWOOD BHEATH:NG 73 ill WITH PLY CLIPS 18 GA.WURR CANE ANGHOIRB o b•OG. d - ¢COLUMN CUT T 2.B•ER FIRST FL I -_- - - - `� FROM 2x . (DUST - _` --'----_- E .. i __ ___— \ dB FA9CI4 I :/ 1...... .__. 2•-O° 9EGAD FL - \\` WITH 1 4 TRIM I -.........._--._ �.. /. MCCWD FL. h 1 V(BUBI - 7xb W/2x2 __-CCNT.2.4 —_ / - (811B) Y -1 - LEDGER $ I i STEEL _______ I TOP Q FASCIA I ' BENT I I . ----' BASEMENT ?oRcH CEILING,LAP 12l _ BASEMENT - - - - I �.Ix4 WOOD TRM - TOP 6 COLUMN . -_. `STAIRS (SU15)D R. AROUND FIORON I . .. i (SUB) —___ —_—_—_—__ _�.-..-.-..-__._ (2/2xt0'9 BEAM WITH ' I BLOCKING AS CO. I 1 1 CCNC.SLAB - ! I BABenENr -I I _ 3 � 1.10 uaoD ram I xp wDo�TR.r: I e WOOD TRIM- m I - ' TOP OF 1 A SECTION 1/4• o• 7 1 roPOF � II H2'•TAPERED 3/W RD GRADE PLYWOOD AND - Ix4 WOOD TRIM WOOD COLUMN �I W/_ARDIUOOD ARY AND - . _ UI CAP CUT TO AFCM AROUND PORCH (1.6 WOOD TRIM N12 CUT TO ARCH m BEYOND ARCH) = q BRE4KFAST PORCH 'F I.B WOOD TRIM I (2)2x10'S BEAM WITH •' TI BLOCKIPlS AB REO'D. ���y I 1 1 SECTION I .. 2x4 BLaociwG AT MID B, 3/4"°V-O° _ i FEIGHT OF WALL FADE OF PIER BELOW�j BEE OTHER WALL SECTIONS FOR ADDITIONAL NOTES r _ _ _ -`�-2.4 STUDS.16.OC. 4 V2"WIDE I-ANDRAIL• N m / -- CUT FROM 2x6.W/3/4• . �._VY GYPSUM BOARD CHAI•I' Q p 3/4'.I V2°WOOD W GANG LAM A D pCID iej II APRON MOLDING ^Ug N - S I— 8 --I I/4•SOU RE PICKETS ,I I Z - RIDGE BEAM - U •6.O.C. IG-- Lt4 BASE 0 Q I 3A/�x1�"FRAME TOP li.... Z O J I 3 In"WIDE BOTTOM RAIL OM BOTTO-I OF CLG.J575 2'MIN.AIR - 3/4°T.G PLYWOOD SUBFLOOP- spa'J8T_—_ _ F y a SPACE GLUED AND NAILED(ADD Ill' C�1I��/ \ EXTERIOR GLUE PLYWOOD _.�9/4•CHAMFERS � Q m \ SCAB ON 2.6'B• 2 \-q•.`S L� -UDERLAYMOJT N WET AREAS) EACH RAFTER FIRST FL 'J W O � p,, oN D 7 -- --- -- ---' -- �DO E 1/fxi{/L' e BONUS ROOM H ITE i--- / BEAM �� 1 I ( /— (2)TREATED 2x85 WITH I IO O / TREATED 2x2LEDGEQ OO® AND hl0 TRIM BOARD N- 4'-6"M.iUALL WINDOW I TREATED 2x8 W/TREATED • Z • m . 2x2 LEDGER '--T BEYONDD_ �._ _-.�,_— -—_-____ TOP OF PL B"CTTW BOND BEAM WITH cONi r CONY.METAL FLASHING -.�... Lu W O 9 BAR-RCVIDE Vl'•GALV..4NCFIOR ,9 BOLTS.6'-6°oC.TO SEOJRE m - / TREATED 2XD PATE S N 10 BOxl19 R-I FL \ / I ((J -(SUB) AL I r F O VERIFT'EAVE --WINDOW `S' V'8.24"IOC.EXTENO /, - _ _ _ • • C Para,� ..9 ALIGNS WITH MASTER \• m 1 I PIER BEYOND ro v 1" TO BOND BEM:__--.-. I II F III-- Y. U p O �f Y HousE BE 1JD MASTER BEDROOM 1 m •�! 1 �l�o �G BARN -11g --- ® w _m ; T d GARAGE UTILITY — — I - I. _ --- - r m 3 i _FIRST FL �/. I t•` ,1'..,:tl .I- '.t�:.i.tf:':!- �I N 3 1 (SUB/ .....I..e.IM1�.. - _ Q BRICK BLOCK FOUNDATION I I I .____- _ __ _ -. REINFORCING O L RT. _ FIRST FL FILL ALL CcLLS WITF' -. 1 L 1 . t. iz __—_—_—_____-__—___—_ 280E P9.1.CONCRETE m (SUB) STEEL 'STEEL •g. ' r O CONIC.SLAB ° BEAM BEAM t 4•CCNC.(BLAB WITH 6X6- n' WA WYcc -- --_--- _ TERPROOF i EEL - - -- i ------LJ I BIST EAn.9 - - L BARRIER OVEOR/'R GRAVEL MILL INSULATION ,9.. \- - I. I.. "• ✓I::1: e 1 BASEMENT FIF NBULAnoN BOARD TO y--1 a PROTECT WATERPROOFI.Na Q a R `,. T �_4 R•b O.C. -I BASEMENT [ - BABEnENr: TURN -Nro- .. IL I. BLAB; ---- --- :OGO JO P _ (T JO�p O U L - _ ) 3 XP CCNC.SLAB 'I- i_ - .I .. PERIMETER /B'E N:SION JOINT F LER-J L l O O I G SLAB r O •J cJJ� F�RFORATED DRAB: e b O PIPE AROUND F'E ME BASET4-M' - .L- 00J JfG OF BASEMENT Lo __—_—_—_—_—-__________ - - FOR FOOTING SIZE fJD IRE. RIN TO DAYLIGHT C fiOP OF SLAB) - r7 SI=CT I ON -.. BE GENERAL NOTES _ r. s 4°.r_o• - = I _ SECTIO _ _ Z Q r n c� N SECTION V4'.I'•0° 3/4'. DO NOT SCALE DRAWINGS. v W v - - - COPYRIGHT©OS/17/OZ ALL RIGHTS RESERVED BY DONALD A.GARDNER, INC. W r = Ul - - - NOT TO BE.COPIED OR ALL WITHOUT WRITTEN PERMISSION p O� ,N J) DESICsN CRITERIA p Iwv� STRUCTURAL NOTES !NOTE.ACTUAL DESIGN CRITERIA IN YOUR AREA IMAY-VR VARY.IT 18 THE RE9PON91BILITY OF THE OLLNER/BII�LCEP 7C VEPoFT'THEBEJ '. I .. � �J'�_ L FRMING DEDIGN BASED ON THE FVLLOWI• LOADRn I «dl 4,I ---- PHANTOM LINE BIDIG.4.TES STEEL BEAM CQIDOOF 4� BUJ- ROOF r FLOOR DEAD LOADS D PSP. - I 1 1,r-L•--� % \ a . I - -�""�-Y'>` THIS SYMBOL INDICATES LOAD BEARING ROOF LIVE LOAD -70 P9F.ARE LOAD BEE ALL EXTERIOR WALLH FLOOR MW I LOAD -40 P.SF. _ ARE LOAD BEARING MA%Rq]•1 WIND SPEED -EO MPII --�_�•I I I •.... . 7. VERIFY SEISMIC RECIUIREMENT9 FOR YOUR AFSA, .- ------ DASH LINE INDICATES ROLF FRAMING --� CENTER LINE INDICATES BEAMS BELOW S. SOIL DESIGN BEARING PRESSURE 19 ASSUMED 7mCm P9F. lil o ROOF.(SEE STUD NOTE BELOW) LOCAL 80IL CONDITIONS AND/OR LOCAL PRACTICE MAT --_ - NECESSITATE A TTORE 9TRRdGENT FOCTING AND?OJNOATICN PRONCE 2.6 DOLLAR TIO•32.OC. WALL DESIGN. CONSULT WITH LOCAL CONTRACTOR OR BUILDRYa IN TOP THIRD OR TOP 3'OF ATTIC INSPECTOR I SPACE IN ACCORDANCE WITH LOCAL l ..._----J I I I - ••BUILDING CODE. 4. IN9ULATIQJ, INDICATES CEILING-R_90 I I I I ! _L ._. ...-. G UNDER BEAM ABOVE. OF B UDS FWL OR_R BB I I I JII -- _- NOTE, I ' j .. ` 01I PL.Jar•e. ru J III , y I I IF RE NarR CF BTU779 AT BEAM ENDS 9. C_ n RI ^ I I - I ARE NOi INDICATED,USE(7)STUDS. LAMINATED VENEER LUMBER GANG LAM LVL, J I � D. fN'/I I- I +, .A II &MALL BE BY LCUISIANA-PACIFIC OF I I •I F UNLESS NOTED OTMERWBE.ALL INTERIOR WILMINGTON.NC(800-S%5I05J OR O rL 13/4•_.9 V4• Al. DOOR AND WALL OPENINGS IN LOAD APPROVED EQUAL SUPPLIER - L Q^ I BEARING WALLS SHALL NAVE(I)2.0 F'ROPERTIE9 SHALL MEET OR EXCEED. -I I -C 'i,4ro I I III'I '�1'' ;•FL_-- (f� I . LINTEL PIC(7)STUDS AT EACH LINTEL Ft,.29Bm PSITO EIS(TYPICAL). Fv.]9m PSI 3 'OG I I I! ...•J E.2000000 PBI I 'I- _ . UNLESS NOTED OTHERW9E,ALL EXTERIOR GANG LAM•9'LVL•5 ARE INDICATEC. b9 TTPJ DOOR AND WNDOU OPENINGS SMALL HAVE GANG LAM 10 LN_'9 CAN BE USED I I I!� .. '.(717X10'9 WITH IR•PLYWOOD PLATE LINTEL. v �jy� -�-�- - UBE r719TI N TE LINTEL ENDS UNLESS BUT VARY FROM SIZES INDICATED - I ! � r. 1 '--"- - O �t !!T 7 "• OTHERWISE NOTED.EA NDE STEEL LINTEL I I I - i N'ILE9 WJ 4•MPL A BEARING WHERE REQUIRED 1 I - I ```P'L. ..p•OG.- ' OVER EXTERIOR MASONRY WALL OPENINGS. AT 4REA rM•1 'r'j 4 1 STRUCTLR-ALLEGEND LEGEND I ' IV, ST ALL BUILDING CORNERS USE NOMINAL IR• /--_---------_----_J rD'J / STRUGIUZSL GRADE 1 PLTUIOOD OR NOMINAL ED E N (ORIENTED 2-OC.F BOARD)MN.!'-m'W'DTH.USE ad NAILS.4'O.C.FORPOR(2)OR MORE GANG LAM. , Y EDGE NAILING AND O.OL.FOR ALL h6 e.W'or. 1314 BEAMS,NAIL I•IEHIBER9 .TO I FL.JSTro. rH'J IMEFB'IEDIATE NAILING. TED MT -SE TOGETHER WJ 16d NAILS I U$ I RmCaf DEN"Aeove 1 STAGGERED TOP AND BOTTOM, I I PL JSTY. [Ie•! �I CONNECTORS INDICATED ARE MANUFACTURED FL.JBT•e. fX) • • EACH FADE I i I I - . BY THE SIIPSON 9TRONT-TIE COMPANY,MC- s..ial0'B.b•OL I I l� I I� 2 9AN LEANDRC,CALIFORNIA 949TT IIY.(B0m-999-5O]SJ_ TED OMER119EaTl /�-!!rBRACER 32-TO WALL CR BEAM DELOW 7X4'9 a 3T CC. 6Te.bDEF-- . MULTIPLE GANG LAM DETAIL F�--- -- ----------- --- --7i1 ly-------_----TED OilR:RW9E ��_-_ NOT 70 SCALE - - - III IL Jerro. ro•J III D.e ---------------------- III u�iclLDPaE' I . A I nG Jars fm./ FL Jere. ns•% II 'll - -----_ -- ----- ------------------- - I .�•----r, 1 F,------------------- --- SYS ------ --- - n a.nJ 7.8. fle'1 FL JeT•e. rH•J lelor®TEa�RMGD, \ • F€ I q cII , III . 1 I ol2ebe mrN VJ• 1 -� �� _ I _ _ 1. (� o (7 iR4FTewe rW - - -; G - "T-�L '-S_�- I I Fl_TYIOOD PLATE TYP. I I 9, fry( D 1 B ------- ---� ' TRAPTewe DouN .I I �I O LINIELS 1 .-----... ..- ------'--'•-=^cRo-(ceP'rgeau n Y - I wieRe re.� I - ,- �' V ry -- - .��N�..�. ni:,, �' 6 9� I _ --- - -- ------------- I A Mo TAPERED Lom I --T - BE Ron ccLv« rrYPrFeF°'rrl m tw ro I p NAIL PLYWOOD FLITC14 BEAM Q ^ _ __F I L• i -) ! 1 K I 1 i STAGGERED TOP AND 901'Tgy, - O] SECOND FLOOR STRUCTURAL PLAN _._,. _ I _— =De�au —L _—_ rits_a1_g ® I I b:t' t•; EACH FACEKOM: �U/y W .N TOP PLATE OF STUD WALL MERE BEAM SPAN le GREATER / Z THAN B•-0•,CENTER B•-0•LONG R`� ' I u 714�1•_ I - ATTIC ' -I - PL'fUIJOD AT GEMER OF BEAM ~^ Access i I - SPAN.BUTT ADJACENT PLYWOOD Z tU PIECES TIGHT TO CENTER PIECE. STAGGER JOINTS AT BEAMS WITH Q (Q CL- I MORE THAN ONE PLIWOCD PLATE. m PLYWOOD FLITC!-I BEAM DETAIL J w a E I I I I GFVY AM M IR.LAG NOT TO SCALE J(p O . L BOLTA- .EA -I---- LIO RIDCB eEAn ` -- '---- -- -- I BEAM O 0 2'0.OZ.MAX. �/ I - - GAELE WALL I 3 a3••V4•n3 IR'LONG j zWT R• ISOLT9(ALTERNATE,OO m r L----- --_- r]i13/4'kN_GL ww'�BEAM I 91 TP/9 EAGN SIDE)i'is:I oL. I RII .. �q,.0 W v2TDL I 4J eTUDef ' " �J ¢DGE VJ•.BOLTS.I'-0' r/ _-__- I DETAIL OF GARAGE LINTEL , OL-9TAC4ERED. , �r i j II 1 II- I 2 RIDGE NOT TC SCALE ON . • C 4 L'S- ® Im• r-m•o.C.MAX BREAM SE SECTIONS U vo------ -- ------ - - -. ---�'----7/---'r---- c----- --- --- - --- —T' MID I +-- , '1`---`C ------- I• MULTIPLE STUD POST TO ►� F .-m 3 _ RIDGE BEAM ABOVE 1 OLT PATT N eoJ ATTIC I TILL SECTION FOR BOLT LOCATIONS) �'t ~ N 3 Al. I 2w4 WOOD BRACES AT 45 0 M01 I•BPaGE DEGREES TO JOISTS AND BEAM a C. u, BETWEEN BEAM - BELOW OCATE BRACES AT TUDOR v AND BUS FLOOR ...BIIH FLOOR - O = x MIDPOI OF POST O �� 0 N0.34774 En c� m STRUCTURAL i STEEL BEAM.SEE Q o SOLID BLOMING, -�-- Q o I l_ I - -STEEL BEAM BOLT ___ __. -----------'__i ce--- 7 RAI•TBb DDIW I IIIA"1`A6OOW 1 RAPTIIm DaN I '__I ``� ! ekil"(3/S-T CUT FRGr•I 7x179 4TTERN DETAI- 1 ..._ Q � � ' P Ii! ro - - - DEtau � la./TTsb°� 1.. �P \- J ------ ' � :J i{ EXI FACE CP r �'T• 9 I fri ------- --I------ --J/ -_ -----1------ I ' 8, WALL `BIMPSoN CO.HANGER Y A / / I \\L' - BELOW LU978 AT EACH JOIST //��•y 1/0 7.BLorxo�.cur G r FRQ'M IwB BLOCKING Wd NAILS INTO, -TI \ \ BLOGKIIYa U I PvT <----------- --- ' ---- - - -' -------�' - �, —® r �-- ------ -- ...._ TA1 T F OM L�� m rl 7i D� �dc I SECT( \ ---- -------- ------------- BEAM ID BEAM Off-{ ,r J�N1 ------------- I \� E r u ROOF AND CEILING STRUCTURAL PLAN oo Nor SCALE DRAWINGS. W l` �.e/) ♦♦ _ I/4• I'-0' - '.COPYRIGHT©OS/17/02 ALL RIGHTS RESERVED BY DONALD A.GARDNER,INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION 4 � + I Q Z C 2 W p U J 4 m W W ¢ U m > 19ZD o _ _ AS BUILT PLAN FOR: Q O O N -I D u o d zm `� ° m LARS STONE xZ W Q o Ln p 60 GOLDENROD CENTERVILLE, MA a s Z W S W 2+_2" 4'_0'' X-4" 4' 0" 4'-0° ----------- Q 24'-U"t �----._.-..--------- _I F OPEN TO BELOW- y {y} (SHED DORMER) (SHED DORMER) I I — BEDROOM "2 SH. II I II II I c9 LL—— — LL "J..I BARSINK I p Eo-. I - f —— ——————— Ito .4 (t 4 I igmaami"= ­z- 1 Ow ------------------- ---- AT ENTERTAINMENT I G�Ass HANDRAIL BATH '�2 ROOM (VAULTED CEILING) m io , atrlc'aCaEss LI ON.14TR. m 10' �. � {l} ., til - ------------------ -- — BEE PLAN NOTE Y Y I STEP I - " —'j STEP n UP I I ( i SAT N 'k a 5 51-ILvS. --. - UP - QIi i l'-m"50FFI7 .,::• J 4_0' 2'_0+ 4+_m ip 11 I /p�g��yp,pp ST:OR. STOR. STOR. ' BEDROOM IL--------------- .� {� .1 (GABLE DORMER (GABLE DORMER � A ' 6 12'4" 2' 12'_8" 5'_8'� SECOND FLOOR PLAN - 5ECOND FLOOR FLAN 1/4" 01'-0" i I I j I i 3-24' DIAM. ACCESS MANHOLES - «- 1 In. from 0 m ao a o Q H 4 P T ,A A T 4 SCHEDULE 0 V C N PIPS RE 0 B SC E ank *NOTE: ALL E E -house to se tic t •`�•`'' N Foundation EW . Septictank covers must be ea T.O.F. elev. 102.00 , , In. of fln,ehed rode • I _ _ x - , ode over sns ,00:oo SECTION A A . Grade over Septic Tank ,00.00 Grade over D 80 00 00 { A\ PROFILE IE OF LEACHING SYSTEM -, _ tLx',. INLET 1 ..__1 - �..,. i 3 HOLE _ T \ OU T :< .. .° . . TOP OE SAS 97.75 " � � � .- .: . .. .,. .. c: ,. _ Maximum Cover INLET „ �... �. S 0 H 2O GIST. BOX 3 ''- .0 1 A FOR h n THE ACCESS COVERS THE SEPTIC TANK o t0 3/4 to 1 i/2 Washed..Crushed Stone VE S 0 ESE C `` . - 1 W A, s I I NEW 1 500 GAL DISTRIBUTION 8UT10N BOX AND LEACHING COMPONENT .. PIPE , S OA10 per foot of 1 8 1 'Washed P n E ' r t h 5 Jr, / /2 s ed easto a ,. �: FROM FOUNDATION c0oiu - rn h SEPTIC TANK - SHALL BE RASED TO WITHIN 6 OF 1 I 1 h O 20 rn H :0 o o FINISHED GRADE. � _ / �/ h I R REINFORCED R PRECAST T CONCRETE INSTALL F d I STEEL I OC ECS COCET N A TF TI A BAFFLES A I EL E ED E S LL U TEG SB LSDR U _ F UN A ON--' E EQUALS •[a CONCRETE.FULL 0 D n rn : .,..:r. a'.-. r _ '•..._ > rn ON ALL OUTLET TEE ENDS •. ,,..�• m a �- 3,6 �--�3 3.6 P VI W II it LAN E n, { w N > . h 3_ CI rc" rest,a,e•e» 0 C,?Ot e•ae -a!!an rye SYSTEM PROFILE - 12 0 0 o p o 0 0 24 REMovIAaLE oovEas rft Tr+ exs ers%sar c ! N m Not to Scole Z Effective Width m o '0. 1�..0 C7 O O. II� _ _ c . 2 Unts 2 85 w/2 Separation - 19 , ...•.. ,,. i . .,,,, .. ...,,, ,. 4- 1 ._ r I _ - - GENERAL NOTES 3 min. dearan+ee { .' i _ -T. r t� n. 4 1 1 2 6 0 3 / I , m e � ,i T N r 2 M e to List � -__-_.L__ e �,,. � 1� 1. Contractor is responsible r f i I 3 3 _ _ for DI sae notification `.. � compacted stone m i r ( Dig safe .. . IN25o _E r I I � and protection n fundergroundI I p o c o o a utilities and pipes. Bottom of Teat Hole 1 Elev. 90.00 1 I I t ---------------------------- Effective Length i s _r -_� + J, h _ 2. The se tic tank en distribution box shall be set I 8 I --�F i s r P . � L , , �_ y level on 4 -1 1 r"1 _ e 6 of 3 2 stone. � E .1 : i 4 0 min ABSORPTION SYSTEM (SAS) a 3. Backf,if should be clean sand or ravel with no SOIL � �..�. o �'� uauid d.otn 9 • I � stones over 3 in size. 500 - C CH-20 LEACHING UNITS / 'WIGGINS PRECAST. .pp .1 l I 3 T u 4. ,his system Is subject to inspection during Installation Y 1 P 9 i ., ,, ., . �.. „...:. .. . . ', .. . . . . _ b Carmen E. 'Shay - Environmental rviNo to S 1e , , . r. „•�•.. � ...r, � , rI I y ay Services, Inc.I t Scale r s e .,. The h ii n i ,o o e shall install this system in accordance NOTE: A COMP ENTS MUST HAVE RISERS TO WITHIN 6 BELOW :GRADEY 0 ALL T with Title V of the Massachusetts state code, the approved plan N - 1 CROSS :SEC , ION -ND-SECTION and Local Regulations: I t 6. if, during installation the contractor encounters an I ,• 9 y r .f I •- , T soli. conditions or site conditions that are different p iY. ICAL 1 �00 GALLON SEPTIC I ANK . I from those shown on the soil to or in our design 9 9 installation must halt & immediate notification be NOT TO SCALE c .r made to Carmen E. Shay Environmental Services Inc. _ Y _ l H 0 LOADING 7: No vehicle or heavy machinery shall drive over the • I vY n' FOUNDATION 10'' SEPTIC TANK.. - x �' _ Y--� D BO 2p LEACHING FACILITY septic system unless -noted as H-20 septic components. i Y P P 8. instcl1 Tuf-Tate gas baffles r I n all I _ 90 equals o a outlet tee ends. I •`tri 4„ 9. All Distribution Lines shall be diameter Sch. 40 NSF :PVC pipes.. _ 1 All solid i 4» i 0. sod piping, tees & fittings shall be diameter ` P 9 9 TEST h r ( PERCOLATION TE S I Schedule 40 NSF PVC pipes with Ovate tight joints. PP 9 • 11. 17 n Surrounding i SITE and Surrou di Properties es are Connected Date of Percolatioin Test. 1996 9 P - to Municipal Water. Test Performed E3y/: Carolyn Doyle P:E., C.S.E. R WinBarnstabler f Health Results Witnessed By Board o Unknown Excavator: U ' ess Th n min./inch W RA PercolationRate L a 2 ® 32 BELOW GRADE. - - NOTE•. E 00 T 43 33 100 3d � THE PROPERTY IN ARE APPROXIMATE �'� 6 E LINES E A ROX TE AND Test Hole COMPILED FROM THE SURVEY PLAN GENERATED Y No. l G D B - - A AP F Y I ALL CAPE ENGINEERING 0 H ANNIS MA DATED 11 6 96 j DEPTH SOILS ELEV. ENTITLED PLAN OF LAND IN CENTERVILLE, MA OF LARS E. STONE" I 0 100.00 AND NOT ;IN T Y P : S TENDED 0 BE A SURVEY PLOT . LAN v: Sand T I Loam a � IT H r - SHOULD BE USED FOR NO PURPOSE 0 HER THAN i T Tr T P, T HE SEPTIC SYSTEM M INSTALLATION. ,I ,ovR s z I SSE S LLA ON. 0"-8' A 199.67 j Sandy Loa S d 1 Y l 1 , I I ; 1 f E ; WETLANDS OCA, W,i iiN A RADIUS A P I _ B I � L EC 200 D US .R� SHOWN ON PLAN. I 8 32 ,r 9 ,25: I i 99.10 Med-Coarse I Sond x -I Y 4 , Co92 00' ASSESSORS P - 4 q LOT 32 -96 I I ..S�SSORS MA.. 1 9 C. PARCEL 3v -C, 3 Fine Med. n _ RESIDENTIAL ti N Z.,1 I $o d i I _. D Y_ �GGu ZON E E LOT #3 00 I _ c : 9 s 12o z 49 925 Square Feet + 6 I _ 4 th + WETLANDS cr � PLAN, 1 146 ACRES a t � I Vv_TLANWS LO�AT"� WIT IN A AR H� •. i H 200 R DIUS I 4 S C,vN ON CID , C. 1 i 1 ; i I O O, r 1 I t� P e c # �I Depth to Perc: 40 to 58 LOT #2 r.. P � P rmin./inch + e c Rate <2 LE� END l� Groundwater Not', Observed o 9998 _ BOTTOM OF TEST HOLE-Elev. 120 _ I v. N Adjustment Required.ADJUSTED H2O Elev.e o dlustme t Requ ed. x �, DENOTES PROPOSED �...- � 188X0 SPOT GRADE 3 5 l ` ALL OUTLET PtIPES FROM THE , 5 _ ... FN� � \ 181 DISTRIBUTION IBOx SHALL BE : 1 56 - 12 SET tFV0.FOR AT LEAST 2 FT. CONCRETE COVER t :. \I_ .z, DENOTES EXISTING 0 ES E IS G _ y ::...., 2 SPOT GRAD 5 OUTLET E ou _ v KNOCK � H r C . OUTLET PROPERTY. LINE. D-BOX ' \ e _ 1500 a.. Septic lank 97 PROPOSED CONTOUR x I -73.5 I x Q I SCH. 40 Te t.7s ( , 1 99.98 i _ T 97- -- - - -97 EXISTING CON i OUR w � PLAN SECTION CROSS SEC !ION 50 � 10 i i 21 1 � I n r _ DEEP T H 5 ES HOLE & 1 0 X 3 HOLE DISTRIBUTION BOX H 10 LOADING / PERCOLATION NOT.ro cA E T T LOCATION SCALE ES LOC 0 4> FENCE O e � E CE op o I n Calculations r Des q cu s � G PROPOSED 3 e� P R HOUSE X BEDROOM M 0 E I m I i �. Number f Bedrooms:s. Equivalent valent to 330 .Gal. a 330 G Min. r Title V PRIVATE RI. ..{ b o B d oa 3 q /D Y ( a /Do e t o E D N NG WATER WE'LL G LS' Y P ) e � Garbage Grinder: No e f I \ i Leaching r Proposed: 30 l. Minimum Min ' r Title c Leac g Capacity opo 3 Gal./Day/Day u ( Per V� 4. 8 •99 � l s . _ _ REVISIONS s BS.NNT FL EL 9�.o Septic Tank 2 x 330 Gal. Dd - 660 USE 1,500 GAL Tank. e P / Y s�� 99.86 ,x TOF s 102.0 � d . I A AREA: Using r I n f < min¢ � SOIL ABSORPTION E s g pe co atio rate o 2 inch 9 / 9 6 v os.o x O R SL 1 NSH FL �F m r .74 I f x I Bottom Area: 0 a s t. 300s ft, 222.00 gallons N AT 9 / q q 9 0 DATE: I I Pf° x DEFIN T ON TEST HOL #1 • Sidewall Area; 0.74 gal./sq. ft. x '148 sq. ft. 6.109.50 gallons �E✓.- 9�.75 _ E � f Providing: 331.50 gallons 99.3 2 PRECAST 0 UNITS, HAVING A EFFECTIVE DEPTH, O Use 2 ECAS 50 C TS, G 2 E EC VE a x CL o � I F H.� TO BE USED WITH 3.5 0 WASHED STONE ON THE SIDES AND X \ , } 3 OF WASHED STONE ON THE ENDS AND 2 FEET 1N BETWEEN 2 UNITS: j 99:98 ne' x PROPOSED 1 GARAGE � X SLAB ELEV. - 101.50 � 41, 99:7 0 \ i 1 __CoFOR , PROPOSED a 99.96 PREPARED NCH MARK , PROJECT BE � F � \ SUBSURFAC E SEWAGE DISPOSAL I � 1 S SYSTEM PK NAIL SET 10 \ 99. 0 \ \ 100.00 ELEV. (Assumed) F 0 X . l/ � I , N 99,92 BARS E. STONE T i 3 D 3 GOL DEN RO D D LANE EXT. i 2.67 / l' i _ __ 5 I 0 1_ #805MA Y s `WEST MAIN STREET _ 1fA I .3 pR� � __g 0 0 _- Lr P PHA 1n s D A _ B � l L _ 99.48 0 P 0 s PR _ , X _ ® __ o PREPARED BY. r U 1 N MA ,._ HYAf� tS _ O a � ,.5"H�4 Y o _ ,r 2 E'NVIRON ML'NTAL SL'R VICES, :_ , I INC.. 1 , 5 I (508) - 8 685 f N F � 34 THATCHERS LANE I r I r^t , r P O EAST FALMOUTH MA 0_ .. 2536 T. LOT 4 I , m 1 I P s I Cable 0 I Tel/Cable 1 F TEL AX 508 548 7, 9 1 0 6 I f i I SCA�E. 1 -20 , RA Y DRAWN ;B C S E ATE. . CT 0 OBER 1 6 2003 10 0.44 0.44 I ate`- , PR ` , O,�ECT SD 48 FIL ENAME:LENAME. SD4 P x 83 P. W D G I SHEET 1 � 1 0 .r 0 - I t t ASSESSORS MAP : �� _""I �� �� ���,,,,� ���� \ 1} The installation shall comply with the State Environmental Title V and Town of �� 1 PARCEL : � Vo Board of Health Regulations. - 'SOIL EYALU TpR: ��� � �e G 2} The septic system as proposed on this plan shall not.be installed until a licensed town installer FLOOD ZONE., 'P�i 'j� � W i Ss . �I receives approval and an installation permit from the applicable town. 0 � _. _ T�iE � PP P pR ,p —� r REFERENCE: :'*. �- � �,TOL IL& _ DATE ` l 3} Prior to installation,the installer shall verify the location of utilities,sewer inverts,sewer lines PERCOLATION RATE : and existing septic components prior to installation. 4} All gravity sewer piping Is to be 4 inch schedule 40 PVC at 1/8"per foot. The first 2 feet out of ` the distribution box shall be level_ All in connections to be glued. TH- I C TM-2 ���� piping g 5) This septic design plan is not to be utilized for property line determination or for any other t i purpose other then the proposed septic system Installation. VVI �, ? i 6} All Title V components are to meet Title V specifications. u oil- :sa a6' Oki 4, Y�tr f , ' ` ' ( , �" 7) Parking shall be prohibited over Title V components unless.components are H2O loaded. OCA T 0 N MAP 8) The existing leaching or cesspools shall be pumped and filled with material per Title V a f 1 r ., abandonment procedures. teaching and cesspool(s)and contaminated soils within the cf 1 proposed SAS shall be removed and replaced with clean sand per Title V specifications. 9} Septic components are to be 10'from a water service line.Sewer lines crossing a water line shall r ' P be sleeved with an appropriately sized schedule 40 PVC with ends grouted. The water service tine or the septic line can be sleeved with the sleeve being a distance of 10' on both sides of a { crossing the line. •i��� ` , i removed if the septic stem i not � "�-°�� 't f---•-� 10} If a garbage grinder exists to the structure, t is to be em p system s garbagegrinder, �tt. ® �Jij r_. .. pt✓� _ _ designed to accommodate a ga g -- T 11) The installer is responsible for care of excavation around all utilities on the property and 0- �� $ S G P 1 JCS i E M D E DES I G protecting the structural integrity of all structures during the installation process of the septic system. FLOW ESTIMATE 12) This plan only represents that a septic system can be installed on the property meeting Title V e° � @ %� 1 requirements, BEDrt44h'S AT 4 GALtDAY/BEaR4OINA GAL/DAY 13} The property owner shall review design criteria to approve the total number of bedrooms and �tig kmi. design flow,Installation of the septic system as proposed and receipt of payment for the design SEPTIC 'TANK shall be deemed approval of the design criteria by the property owner or agent of. t - GAL/DAY x 2 DAYS GAL 14) The validity of this plan shall expire with the expiration of the town installation permit issued for this plan or the validity of this plan shall expire on the expiration of the Certificate of Compliance USE GALLOIN SEPT I C TANK / - issued for the installation of the proposed system on this plan. .�� O`I`L At'SO'RP IONI SYSTE „ vt.�- U� SooCam,,.,Gr'.�., ,f, ,,, 14 31DE AREA: - \Z1e;?:;1 )-/,\LDAVID ZX BOTTOM AREA. -x 1Z+ .,0 t�'d l 1 I .s. MASON E f SEPTIC ^ T (; SYSTEM YS SECTION TN �L T ��asp 'T --- GAL vy�mv� 10�,*_Y_Trl_)� Al SEPT I C TANK , /'ate _..._.._ __ r ' •f�-t l i" I J X Z -.� 1 TE . AND SEWAGE PLAN . -# -- [A�E, o \_ PREPARED FOR : Z-D t SCALE: C ` a � DAV I D R . MA,SGN,k1c., DATE: IZ ID Z�', DBG ENVIRONMENTAL DESIGNS I _ DATE l'll=Ai.TH AGENT DOW