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HomeMy WebLinkAbout41638-Z �:i`'"_`��'•°�G,L. Town of Southold 2/28/2019 ' P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40236 Date: 2/28/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 122 Hickory Ave., Southold SCTM#: 473889 Sec/Block/Lot: 78.-7-51 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/4/2017 pursuant to which Building Permit No. 41638 dated 5/15/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, garage under, covered front porch and rear deck as applied for. The certificate is issued to William&Jeannette Ayers of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0066 1/24/2019 ELECTRICAL CERTIFICATE NO. 18-46831 8/21/2018 PLUMBERS CERTIFICATION DATED 1/2/2019 R bert Wis ' g U % 0 (70 d Signature w >> TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY U.�. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41638 Date: 5/15/2017 Permission is hereby granted to: Reese Jr, Harold 74 Whitehall Rd Rockville Centre, NY 11570 To: construct a single family dwelling as applied for per Trustee, DEC, and SCHD approvals. At premises located at: 122 Hickory Ave., Southold SCTM # 473889 Sec/Block/Lot# 78.-7-51 Pursuant to application dated 5/4/2017 and approved by the Building Inspector. To expire on 11/14/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 g In pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings; property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 V/ Date. S' T — f I New Construction: Old or Pre-existing Building: (check one) Location of Property: G1®,ky /1 11AIC House No. Street Hamlet Owner or Owners of Property: Aye-� Suffolk County Tax Map No 1000, Section 7g, Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Certificate of Compliance CERTIFIED ELECTRICAL'INSPECTIONS; INC. ; „ € ,188 PARK AVENUE ; AMITYVILLE;'NY 11701 P: (631),698-561.................................... ...................... Upon the application of' Upon premises ownetl by'' ' p pp , „ Harborfields Electric' Billy'Ayers, " - PO Boz 184'' 122 Hickory Avenue Centerport, NY;1172,1 Southold; NY 11971' Located at: 122 Hickory',Avenue, Southold,'NY"11971',," Application Number-#:J,8-46831 Certificate,#. 18-46831 _ Electrical'License#:'34883-ME -,Section:, Block: Lot:- Building'Permit#: 41638._ , ' ` Described as a Residential,occupancy, wherein the premises electrical system consisting of, electrical devices and wiring, described below,1ocated,�in/on the premises at:, ; New'Modular House'w/Service Equipment A visual inspection of the premises electrical system, limited to electrical devices-and,wiring_to -the extent detailed,herein;was conducted in accordance.with the requirements'of the,applicable code/or standard promulgated,by the State of New York,'Department of'State Code''Enforceriiept- and Administration,'or other authority having jurisdiction;and found to be incompliance therewith' on the 21st day of August 2018 Name PTY-1, „ Garage D,'oor Opener Receptacle- 15'Amp,-120V-1' , GFI Receptacle=15'Amp,.120 V, = - 2- Branch Circuit Splicing-15/20 Amp', 110V _` -16, SwitchNVi?ring-'15-Amp,:120V 4 ; ` - '- _- � , - ' •� !ED'Uti!it;�•l=i�tare-1'F.Arr:p, 120V = " - _�, 7 ,' ,_ - -; .� �- -; :__, i AC Blower/Circuit/Disconnect- 15 Amp,"!10V' 2 „ - 1 - - ' Recessed Fixture 15 Amp, 120V ' 2 ; - 'Recessed LED Fixture- 1,5'Amp; 120V Electrical`Ilnspector: Christopher Ceriello,' This certificate-is not'valid.unless"raised seal is present. TOWN OF SOPWGi ;, ' i Certificate of Compliance ...........__..................._......_.._............................................. ....-............................................................._.. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .................................................................................................................................................................. ....... CERTIFIES THAT Upon the application of Upon premises owned by Harborfields Electric Billy Ayers PO Box 184 122 Hickory Avenue Centerport, NY 11721 Southold, NY 11971 Located at: 122 Hickory Avenue, Southold, NY 11971 Application Number#: 18-46831 Certificate#: 18-46831 Electrical License#: 34883-ME Section: Block: Lot: Building Permit#: 41638 Name QTY 3-Way Switch ring- 15 Amp, 120V 4 AC Condenser/Circuit/Disconnect-40 Amp, 220V 1 AC Condenser/Circuit/Disconnect. -30 Amp, 220V 1 Branch Circuit- 15 Amp, 110V 24 Branch Circuit-20 Amp, 110V 11 Branch Circuit-40 Amp, 220V 1 Ceiling Fixture/Outlet- 15 Amp, 120V 1 Chandelier Light Fixture- 15 Amp, 120V 3 UG Service Feeder-200 Amp, 240V 1 Electrical Inspector: Christopher Ceriello dC-At This certificate is not valid unless raised seal is present. V TOWN 01'SOS G Town Hall Annexe Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G 0 Southold,NY 11971-0959 Q Y ID ' BUILDING DEPARTMENT TOWN OF SOUTHOLD 71 Date: Building Permit No. Owner: �— (Please print) (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this IL day of 20 �� . Notary Publi � : �qf SOUI coum,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLRG. [^' FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) REMARKS: ZFF&n 6h..,k 9-t I ::psk±- T4)6 044 of<t"/ Im-li surveu Aw 146JAbhj ,sira DATE INSPECTOR SO(/T�, cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REMARKS: ti �✓ DATE II INSPECTOR 12 �pF SOUP * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -1 NSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: ly ,/ c W DATE 4f f INSPECTOR apFSo # TOWN OF SOUTHOLD BUILDING DEPT. coum,- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I SULATION / [ ] FRAMING /STRAPPING [ FINAL /v.6 Ad! [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONn �4"J CAULKING REMARKS: XM� P fit/ �s flvkA swv ate, popl (e)5mlcv In J4, a+Swc� - 'I�Z"t - �' ✓� ��. �P✓ - � ti 'vim c°JI/1. .e, V� DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I UL [ ] FRAMING /STRAPPING [ FINA �2. [ ] FIREPLACE & CHIMNEY [ ] FIRE S Y INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: v * �t h til (2) DATE INSPECTOR E.tE.l' EN£RCY MASTER U. 'BUILDING CONSULT'ANrS Rich Manning Rater lD.•R0�93 - 558RidgeFeld Rd, Hauppauge, NY 11788 Ph: 65f-526-7540 Email: rmanningkenergymasterli.com William Ayers 122 Hickory Ave. Southold, NY 11971 02/24/2019 An air leakage test was performed at 122 Hickory Ave.-Southold, NY 11971 to satisfy Sect. R- 402.1.2 of the 2015-NYSECC, and this building meets these requirements. The results are as follows: SF-3728 Volume-48,454 CF CFM-2395 ACH-2.96 Sincerely, Rich Manning R-0113 IZMAM V-� • • • ✓ �l :� so • jP ct STATE ' • • ) oll OUN r, W�t'. �' v, W/O.NO v� — �► • u n w T(qVN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you ve or need the following,before applying? TOWN HALL V Board Qf Health SOUTHOLD,NY 11971 (}sets of Building Plans TEL: (631)765-1802 21ammng Board approval FAX: (631)765-9502 --Survey SoutholdTown.NorthFork.n P -Q00 D peptic Form D —iIYSDEC \ Trustees uvv g ­E O Application 1'toud-PCTmrt Examined 20 i i;1 i [, j —Single&Separate storm-Water Assessment Form BUILDING DEPT. Contact: Approved 20 TOWN OF SOUTSOL Mail o F ��/v e/A)ep Disapproved a/c l c /� 1 Phone J1 ����7 �✓ � i40 Expiration 20A Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c The work covered by this application may not be commenced before issuance of Building Permit d Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work. e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations and to admit authorized inspectors on premises and in building for necessary inspections L� (Signature /off applicant �orjn e,if a corporation) (� (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No 1. Location of land on whi ropd wor ill be don 0 House Number Street Q Hamlet County Tax Map No. 1000 Section ? �D Block Lot '0 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premi�E annd' inteq else d oc u�ncy of proposed construction. a. Existing use and occupancy V� r�✓�J b. Intended use and occupancy 3. Nature of work(check which applicable).New Building Addition Alteration Repair Removal Demolition Other Work b o'D O O (Description) 4. Estimated Cost i Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars G 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions. Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district to which premises are situated 40 12.Does proposed construction viol e any zoning law,ordinance or regulation?YES—NO 13. Will lot be re-graded?YES ' NO—Will excess fill be removed fromp remises?YES NO 14.Names of Owner of premises Address Phone No Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES �NO * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITSXAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES / NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines 17.If elevation at any point on property is at 10 feet or below,must provide topographical dat/onsu vey. 18.Are there any covenants and restrictions with respect to this property?* YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S Z COUNTY OF 9 C W 1 wanvex S being duly sworn,deposes and says that(s)he is the applicant Fn (Name of individual signm contract)above named, �-n � � Z v� n �1,(S)He is the ct�Ic Q2 . 3M (Contraor,Agent,Corporate Officer,etc) .OVivN'< 55 a D !— of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, 0) m w m o that all statements contained m this application are true to the best of his knowledge and belief,and that the work will be C r- m0 performed in the manner set forth in the application filed therewith Z o o oC m M Sworn to ,efore me this _ ro Z day of 2017 / =` Ip� O � Notary Public Signature oyApplicant �% t r a; /��' f�q�'+.�. " +,•'`��r •� 1�^' ' a'a�~'�r� � , 4 • 'S �_�` f� s k, C ,rfv "r-,-e� �• _ ,rp.y�,Zr�.�}� �\, -c,, .� -.a r F .a BOARD OF SOUTHOLD.-'`TOWN TLRU,STEES ; SOUTHOI:D, NEW YORK PERMIT N®:8865 ", ''DATE• 'A.UGUST.17, 2016 E A ' ISSUED TO: 'HAROLD .� Iin, , Ir:},_ ,�.j ti, .1•'/vr.ii i,l li i��iE:t��' itrs}'�:�'t�'' ,� ,i• _ .. - - E}i- I'. .ta �,`r •t f, i,r,• ;i,,,t i'I,F.`r ,t. ;7, �}..i,r `f` 1�4};f ',+: _ _ ,r. ,, (•,. � FROPE'RTY ADD_ RESSi''.122iHICKORYiAVENUE,'SOUTHOLD si #t" ,;t" ';t:,.j `t`trJ>„Y�> i , ,t,{.�td, i' t ySi'.t _y .r ,r" •u _ , :r:j''•r i 'i;. .} =s.4`:;,',,',r•s•F.,. 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" s ,a.,-;<hj: ;ii; ;;{:t'.1,•,ittt'id.fi;.kl'ad;'�r'd'4^t�i,, �f„},. 1.,h;t,l 'i•,'li,hr '" i �� ld'iandt'in,;-, }' { ' 2753ioil,meq Iown{iCode;,of{'tfie,Towri'of•.Soiitlio f 1 E !trur'suant�to:;the=;proyisioris of;Chapters .}, } ; ;;•,.i• 7 J t '';:.t-t i. ;} rtI11ji,l, rr;i'fi 'at.i{;'',1;ir:l, •{.,q,;.};(ti`r r:'y};t,r•,3} {,,;•,3• t Y' ",' f=` tingeld'on August 1'7'2o6 and j' ?accor`dance;with,ithe�Res'oluhon'Pof the;Boazd',ofjTrustees adopted�at,the mee is ' r'I t' `1 r arold Reese. "iii con`sideration;of'ap``•Iic'afion;;fee;in'tnre sum of 2$ 50:00}paid byIi Jr and subject to tfie:Terms and 4,{,';;•i,r ;r+{'t!'i p,!tj+t +' !.t',j !:EI r E ,r, ni E t i! ' uonciitions,-as state-ct.mtthe.Resolution,:,thelSouttiold'Town:iBoardi'of s,rustees';authorize's' ,,I" riiuts„'theft 1iet ^t;.,}•,,},.t} f•7{rl t.i ,i,,tis;,.t t::c, ,[,1� ",:1 r• it .z}tl i.}.t a, :I t, 't;, 1, St 1, 1t 2':i. d� �,l. 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' ' I}, !;`,i't;�i;lE:i •i�tl r.'+ �',+.,[;li { ,f (, `i'- ! t e '{ 1 sir arage•.first floor-',areal•to uiclude'1;�64sq.ft::; ;f t r 'sT;47;7sgft:rliasearaent leveitvVitl38,4sq ft.,of!g , , };t{{tr< i;.i;.,, i . ;�/'tP;t, � � :•• ��t1:4`r•'i I.,S }n.::�'t�j, tft.; 'Srt j'i {)) ::Sj,'(k` } '-' ', 'I:, ° t,;i.i` - :,' :}e.ISt:ts''r;l 1•;;i-t,l{tlS: tai b a, , ,7.� t[ '{l. f I_ofrhvin66'is" aces vitha!'S8,4isq,�f`t!!seawari�'de-C ;l�174sq:f}t:�oftlandings;l;and48sq.ft',of;:::![.=4 {' •'�.f;i yt.[' b, rY^,1't rV; }��}.{,lF� ij•((r f�>l f N�E'f;2, .,Eflt fl 4.11 irk;!r,�,`w t'!t,,_It°!}I' "ii;Fi {' E stairways;,secondifloor•,}-t'6A clud'e" 11;7,`04s 'ft�ofjlivingNpace;.mstall,a_ sanitary`?§ystem;;} >' .S:•'. "".;irS, 'k_l lilt 11 t' i#:1.!7{'-iif,lElt;i fi f},}.t4 E,-.'�;i.f f;ljt:tdr"rt..�r �'j��!i,i'"' ,I.j j{ "di�ari�iof `ironosediEdwellin aiastallt'a?;3;709s, :ft:=driveway„a, japproxainately45�:,, ,, Y :'Jan ,p; 0 .,i g�, q.:.;i.Eil1'if' i{j ri 1 i"' _ ,r }„• I�j:'? t}t+' {: ,! i'"i,F; {a'„.r?q+ ,t ir•.' ;t.i l;i! t- fti l..r, •i1{it,t�l e q, 1 t cubic`�{Jads;of'cleanr'fill'to<,property`�'iai`stall•�two,retainan :wallsEitotaling•�138i raat'lengtli';'��-�•i .i 6111 ,7 r�} •.,I•,r�i,j; r1 ,1•.t',!i�,,�l} [i 1,{'tg'r'„i},n F,E I,-j'tq 'I ,'ii i'-i';a{7. j ,'tr(,i, t {' `, gi;goiaig;landwarc;? ,, ::`aaid`ai heiglt'itanguigjfrijin„1`0''to;7:5','beginning',frown sides of Idw.ellii l t..l ; ;�,: ,,, ,}i ,y, • 'q.tr _ it ,r�- ;!a;' i!' `t"{, i-af: m "roxamat61,14 257s(�y':ft;area��a'd ih9talljgutters to;lea, .s'.to„ rywells Find{;:t, ; m + }}.clear-un.iapp tt �. ,-� q SF ,� ,i , J IIf{,FT, { { {'' 1 i�l-I t"'',{ li�rf G['1 .F.' •'t'f�rr Ila{,;, tk i.:SE :='C7 i ' : r i r' Irak' a 'm accordance w tlatA 236°ofjthe!Town'.code-Stormwate�•{{IVlanageanent,;witH;tlie';.;; ';'; t. Itr ,i,, i,. Pr;h! i-q'q , •,:•i�s�}}'t`l i! 'f''=� ``i+ it, i s,i,,{q if ,i ;,ts•i.. ' ;ti ig rl,l. ,i,t,ti s'�l;E. r,r„4 ;�tY l�,t i{�1} ,;.2,i I;;1;f;}.(i(ifa i!iS ft,i°� -�'!}l`f tS:i-'!? •,�''� ,?) h ' s, .condition•to!.�estalilish''�and; erpetuall2 ,aiaaintaaai',ajl=00'�'�iion-distair�'aaice}baiffer,;;;� `li�`r,;�r,',-•'�> 'rG' 't r.:rt.,.•ii-E :; 'i' frl.` fc iyt,Sfr} fE��• i 3,•if�:'! tl ; t;.lltc. ,tY;:�� tzi ,a'..,:t �i i51:{.,lit,,' �.'i'r'.I ,, i2,.,t•f{, r .'r, Iii iil ts,i i,be innm[ rfr:_oin theiseaward m®s1L'property:tlane ilandWa>r�;:said;a-,4'wide access:,path;to '1 y g a' {I ,C;-t' i ar t{ { ,";,s E77 .f!.ti Zklc,I�; 't' i'{t .r• :j,i �,.;' •},. ;{.r' 'rj;i�f.'i:�y�-' fTt'-'ji t{ rji.if lt.l i:' itJjJrz`{,;.,i_..} j�, QL{;l:o�aalg�'l�st ;dated;on! 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'L (i t ;,l; :r• •),; "r4t( il.i';iiaj ,3 }.y;F1 r�}„ t {#k ..�, 7},,.�ttt .{ t^ is 'i''' 'i:j? +• . it'' ;'9 E. .t':i'`f ,xr''r t. {r"4„ ..,"t S:^ .,.,�ii%r• it y,k �.1, .,�j ji(��G•fr,r"': .,tl'•.,?•-ESiI.lS.,.J�+�,},i�e:ut;{l ,;lt,li. .T; •. r,.-•.ril, i. r�lte-.S.Sea1'tOb0aff7CCdi, I_N_WITNESS';WHEREOF,the'said,+Boar pffTrustees heieby,-c ses rtstorpo .• a:' lit: ii yrl : ,l,r4 .f isl>r}ilrit ,''it^i:Citi}I grit,+r ;fa j... }'}tid`l'Y;f'}}r"i:1J(t, fj o7j;E.,i,• '7'•j' ,'IIi•'s f i-i, •1, '' � r an- es-e'n'- '9en&Ad.;be,subs,cnbed by;a matontylof the-said'Boar 't• r r•=:,•i tcf t;i, r•r':l jt l�'y;,if•t', ;ir}t'�[,-!C.f'' 'i_{7'i'`{,:i�i1`1 rc�Fl�§�j,,t r- ter;. {r ��"'r:1,:' •j3'' .r•{r's: ''•, q'�{� '',!`; •- ^I ,'.x '.$ is .,' :,i° 'EI:2' 'Ii k., 1l a, i tf('"-'`'Lt;',p` 't{>,r{l, 'FAL •i ,i'# !' /J) _.i, 'i• 'WKz' ,1i`i ',;, .ti•.� 't!4.e +,7; .l - ;•+f A}!t;[�i;, rtlI'S}i,i`t^Jl -,���i�C -i Y'''Si:iYt'bi S%�.tr' .4si`i•1;1 '�J:V� :S� �i:.d lea .1' ,i� a _ E�;I.(!I(7€"•"'r')'. „gt-ir .r ii'iY�.i;% `: 'r'r.t-, _ „ - e,i'}' '-i `ir �' y� t }iF ;�I•:<`. •(, qJ, I{' t,;. .,,r.>I-, t. � .{� ,7 � •}`f i' , •r rr ±Pit,l•,11, , F'',t'`•I'ta-',,{ •#f I {i '"'" � � '••''•t•,l 't,7:•;tr,,.5it. r- ;t r r, ,i i*Z �: ti +%�' r• i �L, - 1 rr I; Ir;..: ij { �.i r•r., .1.- t {: ,fit„ "k= Si,,..r,1'tj'�-}' '-:?S_ ��,•`w r, } �R%7 'tjj lr tl'il +' �,i; �.T _ � •r' 'i. i�' /� }�1}`.�:!i'1{�'�S if{t',t�''i`i,��i�r`;`'•'c'�:7•I'' ati .ir ic' 1 �r �r i' }• t • iii- '•jt f r+!' �;{. {e• ;!.'' 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'4 ,�''�..•''`.+ :�w +'X� .9 �r� 1=�.. _ `..�� '"�" �S'* i• �,s' '"�•. ;,<����..s`% '=�33 atm ="' "6`f" rt''` Wit.,`+ � .r_� �.a Michael J.Domino,President �QF 50(/�y Town Hall Annex John M.Bredemeyer III,Vice-President ,`O� ��� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski v' G @ Telephone(631) 765-1892 Greg Williams '�� �� Fax(631) 765-6641 �yCounm,��' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 16, 2019 William & Jeanette Ayers 147 Park Blvd. Malverne, NY 11565- RE: 122 HICKORY AVENUE, SOUTHOLD SCTM#: 1000-78-7-51 - Dear Mr. and Mrs. Ayers: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 16, 2019: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8865 for the as-built 12'x12' patio area with fire pit, and as depicted on the project plan prepared by William Ayers, received on November 26, 2018, and stamped approved on January 16, 2019. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from,any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD:dd Michael J.Domino, President ®F S0(/jTown Hall Annex - John M.Bredemeyer III,Vice-President ,`O� Ol0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith l�t Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 Greg Williams � a0 Fax(631) 765-6641 'COUNT BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1552C Date:January 16, 2019 THIS CERTIFIES that the construction of a single-family two-story dwelling consisting of a 1 477sq ft basement level with 384sq ft of garage;first floor area to include 1 864sq.ft. of living space with a 584sqft seaward deck 174sq ft of landings and 48sq ft of stairways• second floor to include 1 704sq ft of living,space-, for the as-built 12'x12"patio area with fire pit; install a sanitary system landward of proposed dwelling•`�install a 3 709sq ft driveway add approximately 488 cubic yards of clean fill to propegy; install two retaining walls totaling 138' in length and a height ranging from 1.0' to 7.5' beginning from sides of dwelling going landward;'clear an approximately 14 257sq ft area; and- install gutters to leaders to drywells and in accordance with Ch 236 of the Town code-Stormwater Management;with the condition to establish and perpetually maintain a 100' non-disturbance buffer beginning from the seaward most propegy line landward and a 4' wide access path to the water; At 122 Hickory Avenue, Southold; Suffolk County Tax Map#1000-78-7-51 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 14, 2016, pursuant to which Trustees Wetland Permit#8865 Dated August 17,'2016,was issued and Amended on January 16, 2019 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued-is construction of a single-family two-story dwelling consisting of a 1,477sg.ft. basement level with 384sq ft of garage, first floor area to include 1 864sa.ft.of living space with a 584sq ft seaward deck 174sq ft of landings and 48sq ft of stairways• second floor to include 1,704sg.ft. of living space,• for the as-built 12'x12' patio area with fire pit-, install a sanitary system landward of proposed dwelling; install a 3 709sc ft driveway add approximately 488 cubic yards of clean fill to property install two retaining`walls totaling 138' in length and a height ranging from 1.0' to 7.5' beginning from sides of dwelling going landward; clear an approximately 14,257sq ft area; and install gutters to leaders to drywells and in accordance with Ch. 236 of the Town code-St_ormwater Management;with the condition to establish and perpetually maintain a 100' non-disturbance buffer beginning from the seaward most property line landward and a 4' wide.access path to the water. The certificate is issued to William&Jeanette Ayers owners of the aforesaid property. e Authoriz Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04477 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: WILLIAM AYERS AYERS PROPERTY 147 PARK BLVD 122 HICKORY AVEISCTM 1000-78-7-51 MALVERNE,NY 11565 SOUTHOLD,NY 11971 (516) 376-1910 Facility Application Contact: THOMAS WOLPERT 400 OSTRANDER AVE RIVERHEAD,NY 11901-4614 (631) 727-2303 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E: NYTM-N: Latitude:_ Longitude: Project Location: 122 Hickory Ave - Watercourse - Goose Creek Authorized Activity: Construct single family dwelling, garage, driveway and sanitary system. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 1/10/17. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04477/00001 New Permit Effective Date: 1/10/2017 Expiration Date: 1/9/2022 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, 11790 -3 9 Authorized Signature: Date Page 1 of 6 v Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04477 Distribution List THOMAS WOLPERT Marine Habitat Protection LAURA J SCOVAZZO Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS --Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated 'Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04477 7: Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending as per NYSDEC approved plans. 9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 10. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 100 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 11. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 12. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled'for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 13. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if,-in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition,the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 14.'State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04477 15. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally.deleterious materials associated with the project. 16. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Elizabeth McQuilkin(survey) last revised 12/8/16, stamped NYSDEC approved 1/10/17. 17. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits® 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 Page 4 of 6 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04477 4: Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,"excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages-to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item 13: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Page 5 of 6 �r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04477 Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item Di: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 1�l ,Ott As Russell S'7C'(0�1R.MWAk T]EIK SUPERVISOR y MA\N A\G]EM1EN1F SOUTHOLD TOWN HALL-P.O.Box 1179 `3' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET MAY 0 8 2017 (TO BE COMPLETED BY THE APPLICANT ) DOES 'Y'I-IIS PRojECI' INVOLVE ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY) Yes No E]® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®[ l C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. �® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T. . ": 1000 APPLICANT (Propert�y)OHmer D�tgnProfessional,Ag nt,Contractor, �her) District NAME D S1t71sY j !E /C (Y/ n `[� 51 m 1 Section Block Lot FOR BUILDINGD PARTMENT USE ONLY�*** ! Contact Information �3'—72-7 Reviewed By: j I Date. Property Address I Location of Construction Work: '� �� — — — — — — — — — — — — — — — — — Approved for processing Building Permit. �2- 441 ® Stormwater Management Control Plan Not Required. ! Q��� � Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) I -- FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M.#: 1000s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,other) "`? x' _ d� f V7 StormwaterIVlan�ge>�nent Control flan CCS LIST NAME ('""` ,�i11 section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Proms ` ' >jc The applicant must provide a Complete Explanation and/or Reason for not providing =—. Date: � � �° �7 17 Ol all Information that has been Required by the following Checklist 7o I. A lan drawn to scale Not Less that 60'to the inch MUSTNO NA if You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. Vic c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). 'MMSPECTIONS-ARE RE d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00CuntaCr FOS Engineering a e. Limits of Clearing & Area of Proposed Land Disturbance. B-a-ckfill, OR Provide Engineer's f. Existing&Proposed Contours of the Site (Minimum 2 intervals that the drain g. Location of all existing& proposed structures, roads, EROSION &SE® e' driveways,sidewalks, drainage improvements& utilities. Shall inritirip hatt not be limited W; h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. Wire Backed Silt 1. Location of proposed Swimming Pool and discharge ring. ' 1. Location of proposed Soil Stockpile Area(s). or inactive soils. k. Location of proposed Construction Entrance/Staging Area(s). 0 1. Location of proposed concrete washout area(s). (`,Onereif } S Ul f t M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the i un-off from all impervious surfaces generated by a two(2")inch rainfall/storm cvent. 3. Details&Sectional Drawings for stormwater practices are tequired for approval Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. Vem b. Construction Entrance&Site Access. 0 c. Inlet Drainage Structures (e.g catch basins,trench drains,etc) d. Leaching Structures le. .infiltration basins,swales,etc) %'� **** FOR ENGINEERiN EPARTMENT USE ONLY**** Additional Information is Required. ® Stormwater Management Control Plan is Not Complete. Reviewed& 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Approved By Stormwater Management Control Plan is Complete. I Date: 10 SMCP has been approved by the Engineering Department. j ORM SWCP _ eck List -TOS MAY 2014 ' ,ABSTRACTS, -- ` LJ INCORPORATED'" 585 Stewart Avenue Garden City, NY 11530 516 683 1000 fax 516 683 0089 123 Maple Avenue Riverhead NY 11901 631 369 0200 fax 631 369 0199 'Repiv'Rep! to our Garden City Office J APPLICANT TITLE,NUMBER'12=85172 Toni J. Hoverkamp, Esq. Phone Number (631) 367-0714 Farrell Fritz, PC Fax Number (631) 367-0794 100 Motor Parkway thoverkamp@farrellfritz.com Suite 138 Hauppauge, NY 11788 Reference: Ayers from Reese, Jr., etal. REPORTS HAVE"BEEN'SENT TO ` Sellers Attorney Copy To Stevan H. LaBonte, Esq. Kelli Naugles LaBonte Law Group, PLLC 100 Ring Road W Suite 108 Garden City, NY 11530 E-Mail: knaugles@abstractsinc.com 516.280.8580 E-Mail: slabonte@labontelawgroup.com Copy To Ken Zahler E-Mail: kbz@abstractsinc.com PROPERTY INFORMATION ` 122 Hickory Avenue, Southold, NY 11971 Tax ID Dist. 1000 Sec. 078.00 Block 07.00 Lot 051.000 PARTIES Owner(s): Harold Reese, Jr., Ronald Reese and Christine R. McCulloch Buyer(s): William Ayers and Jeanette Ayers SERVICES Street Maintenance Report 'TITLE-POLICIES Owners Policy: $380,000.00 Fee Simple Underwriter: Fidelity National Title Insurance Company Report Printed On 6/17/2016 Page 1 r' ASSTRACTS, INCORPORATED"" RasidanCial E.Camrnarcial Title Inauranca since -1 SS-4 as agent for Fidelity National Title Insurance Company SINGLE AND SEPARATE SEARCH Date: June 16, 2016 Toni J. Hoverkamp, Esq. Farrell Fritz, PC 100 Motor Parkway, Suite 138 Hauppauge, NY 11788 Re: Our Title No: Tax Map Des: District: 1000 Section: 078.00 Block: 07.00 Lot: 051.000 Dear Sir or Madam: ABSTRACTS INCORPORATED, an agent of Fidelity National Title Insurance of New York, Inc., hereby certifies to the Town of Southold, Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated to 4/23/57 to 5/11/16. Said search disclosed the following: SUBJECT PREMISES KNOWN AS District: 1000 Section: 078.00 Block: 07.00 Lot: 051.000 DEED 1: Oliver Bros. Building and Construction Corporation Dated: 8119/40 TO Recorded: 8/27/40 Ernest D. Renard and Helen E. Renard, his wife Liber 2117 cp 592 DEED 2: Charles P. Dorschel and Meta Dorschel, his wife Dated: 7/3/52 TO Recorded: 7/3/52 Ernest D. Renard and Helen E. Renard, his wife Liber 3374 cp 427 NOTE: Ernest D. Renard died 12/21/68 a resident of South Miami Florida. Page 2 12-85172 DEED 3: Helen E. Renard, as Surviving Tenant Dated: 12/31/68 TO Recorded: 1/24169 Harrontine Realty Corp. Liber 6495 cp 507 DEED 4: Harrontine Realty Corp. Dated: 11/28/84 TO Recorded: 12/27/84 Gary Mclean Liber 9702 cp 218 DEED 5: Gary Mclean Dated: 2/13/85 TO Recorded: 2/22/85 Harold Rese,Jr., Ronald Reese and Christine Reese Liber 9739 cp 191 (LAST DEED OF RECORD) Page 3 12-85172 PREMISES TO THE NORTH KNOWN AS: District: 1000 Section: 077.00 Block: 01.00 Lot: 009.000 DEED 1: Harry Foley and Anna Foley, his wife Dated: 10/25/53 TO Recorded: 10/31/53 Edward Wernersbach and Gladys Wernersbach, his wife Liber 3604 cp 480 DEED 2: Edward Wernersbach and Gladys Wernersbach, his wife Dated: 2116/59 TO Recorded: 2/27/59 Gilbert E. Pinkham and Doris T. Pinkham, his wife Liber 4592 cp 467 DEED 3: Gilbert E. Pinkham and Doris T. Pinkham, his wife Dated: 5/29162 TO Recorded: 6/5/92 Helen E. Schwan Liber 5176 cp 41 DEED 4: Helen E. Schwan Dated: 3/22/95 TO Recorded: 4/16/96 Robert J. Schwan and Jean M. Chiara Liber 11770 cp 42 DEED 5: Robert J. Schwan, Jean M. Chiara and Helen Tabone Dated: 5131/06 TO Recorded:4/17/07 Robert J. Schwan Liber 12501 cp 291 NOTE: Helen Tabone is joining in this deed to extinguish any and all ownership rights she may have in the subject premises. DEED: 6: Robert J. Schwan Dated: 7/17106 TO Recorded: 4/17107 Robert J. Schwan and Bonita Schwan, husband and wife Liber 12501 cp 292 (LAST DEED OF RECORD) L Page 4 12-85172 PREMISES TO THE NORTH KNOWN AS: District: 1000 Section: 077.00 Block: 01.00 Lot: 010.000 DEED 1: Oliver Bros. Building and Construction Corporation Dated: 6/27/38 TO Recorded: 6/28/38 Francis X. Coughlan and Florence Crane Coughlan, his wife Liber 1990 cp 405 DEED 2: Francis X. Coughlan and Florence Crane Coughlan, his wife Dated: 5/8/58 TORecorded: 5/23/58 Harold F. Schwerdt and Loretta R. Schwerdt Liber 4463 cp 472 DEED 3: Harold F.Schwerdt and Loretta R. Schwerdt Dated: 9/2/78 TO Recorded: 9/7/78 Melvin Ortner and Sylvia Ortner, his wife Liber 8493 cp 129 NOTE: Melvin Omer died on 9/26/90 File No. 248-P-1990 DEED 4: Sylvia Ortner, as surviving spouse of Melvin Ortner Dated: 2/15/91 TO Recorded: 3/15/91 Sylvia Ortner, as trustee of Revocable Trust Agreement Liber 11232 cp 596 DEED 5: Sylvia Ortner, as trustee of Revocable Trust Agreement Dated: 6/28193 TO Recorded: 9/20/93 Sylvia Ortner Liber 11644 cp 798 DEED 6: Sylvia Ortner Dated: 7/12/93 TO Recorded: 12/9/93 Peter B. Ortner and Toni Ortner, as joint tenants with rights Liber 11655 cp 237 of survivorship Page 5 12-85172 DEED 7: Peter B. Ortner and Toni Ortner, as joint tenants with rights Dated: 2/17/99 of survivorship Recorded: 3/19/99 TO Liber 11952 cp 319 Peter B. Ortner as to a 25% interest, Judith A. Ortner, as to a 25% interest and Toni Ortner as to a 50% interest DEED 8: Toni Ortner Dated: 12/6/02 TO Recorded: 3/6/03 Toni Orner Living Trust Liber 12238 cp 942 DEED 9: Peter B. Ortner as to a 25% interest, Judith A. Ortner, Dated: 3/2/12 as to a 25% interest and Toni Ortner as to a 50% interest Recorded: 6/6/12 TO Liber 12695 cp 529 Peter Ortner (LAST DEED OF RECORD) Page 6 12-85172 PREMISES TO THE SOUTH KNOWN AS: District: 1000 Section: 078.00 Block: 07.00 Lot: 050.000 DEED 1: Charles P. R. Dorschel and Meta Dorschel, his wife Dated: 7/3/52 TO Recorded: 7/3/52 Ernest D. Renard and Helen E, Renard, his wife Liber 3374 cp 427 NOTE: No Suffolk Surrogates found on Ernest D. Renard. DEED 2: Helen E. Renard, as Surviving Tenant Dated: 12/31/68 TO Recorded: 1/24/69 Harrontine Realty Corp. Liber 6495 cp 507 DEED 3: Harrontine Realty Corp. Dated: 1/22/72 TO Recorded: 1/27/72 Meyer Rosenberg and Sylvia Rosenberg, his wife Liber 7095 cp 440 NOTE: No Recitation from examiner on death of Sylvia Rosenberg DEED 4: Meyer Rosenberg, as surviving tenant by the entirety Dated: 4/19/74 TO Recorded. 4/22/74 Harold M. Gordon and Annette Gordon, his wife Liber 7624 cp 232 DEED 5: Harold M. Gordon and Annette Gordon, his wife Dat4d: 2/4/94 TO Recorded: 11/3/94 Harold M. Gordon and Annette Gordon, trustees of the Liber 11700 cp 981 Gordon Family Trust dated 1/28194 DEED 6: Harold M. Gordon and Annette Gordon, trustees of the Dated: 12/10/97 Gordon Family Trust dated 1/28/94 Recorded: 12/23/97 TO Liber 11869 cp 319 Sandra Scoppettone Page 7 12-85172 DEED 7: Sandra Scoppetone Dated: 12/19/02 TO Recorded: 1/22/03 Sandra Scoppetone and Linda Crawford, as joint tenants Liber 12231 cp439 With rights of survivorship (LAST DEED OF RECORD) Page 8 12-85172 PREMISES TO THE EAST KNOWN AS: District: 1000 Section: 078.00 Block: 07.00 Lot: 020.000 DEED 1: Oliver Bros. Building and Construction Corporation Dated: 1/8/38 TO Recorded: 1/12/38 John T. A. Mooney Liber 1964 cp 23 (NOTE: No Recitatioan from examiner on proof of death of John T.A. Mooney) DEED 2: Mary Mooney-Getoff, as sole heir to the Estate of Dated: 5/27/92 Judith T. A. Mooney Recorded: 5/28/92 TO liber 11473 cp 323 Mary Mooney-Getoff DEED 3: Mary Mooney-Getoff Dated: 6/4/99 TO Recorded: 7/22199 Maria J. Getoff and Sarah B. Getoff, as Trustees u/a Liber 11977 cp 650 Mary J. Mooney-Getoff Asset Management Trust DEED 4: Maria J. Getoff and Sarah B. Getoff, as Trustees u/a Dated: 6/21100 Mary J. Mooney-Getoff Asset Management Trust Recorded: 7/5/00 TO Liber 12053 cp 395 Alan Miller and Melissa Miller (NOTE:Alan Miller died 7/25111) DEED 5: Melissa Miller, as surviving tenant by the entirety of Dated: 8/31115 Entirety of Alan Miller, who died 7125/11 Recorded: 9/9/15 TO Liber 12831 cp 434 Jennifer Blumin and James Ramsey, as tenants in common (LAST DEED OF RECORD) Page 9 12-85172 PREMISES TO THE WEST KNOWN AS: GOOSE CREEK Liability hereunder is limited to the amount charges for this search. ABSTRACTS, INCORPORATED BY- / Sal J. Urao SeniorPresident SJT:ms State of New York) County of Nassau ) ss: On the 17th day of June, 2016 before me personally came Sal J. Turano to me known to be the individual who executed the foregoing single and separate search, and acknowledge that he executed the same as President of Abstracts, Incorporated. NOTARY PUBLIC THOMAS J.TUAANO Notary No i01'TU4976562ew York Oualified In Suffolk Counttyy Commission Expires January 9A, COVENANTS, RESTRICTIONS, EASEMENTS AND AGREEMENTS HEREWITH Z 7 s9a Inch,�`Rti' ]•91:5! rl rl-7b2 r FSI, Lin, l%17) - 1 21...17rta WL covi r%—(:aRPUtAT10I 4, Cir•)��-� ��`4}J�.j }y •*fir 1 ,1)nhenture, made (he 19th day of jl 1•;;` ninetoen hundred and rorty P �t1LL1d OL_IVR11 :;HOS. :TiTTI)T`s'• . "O'S!.irrRrJCTI0P CORPORATION, n rloinost:ir coil l;oratI on, nri nci nal Ulnre of hna 1 ness in the Villa Fro and Torun of O;rr;i:pr T111y, ^ounty of Wn:]otinu and "tato of New -York a corporation organized under tha laws of the State of Ileti,• `r0:!k �:i - ! i and RRI�T'ST TS. 1iFNAPT) and HETZPJ R Rl�ftRDi- ? i ,;tvfi' �l;h� )��; '��ddb�;• ;•� ], at ?a0-19 - ]-11th Rosd,;Ho3.liu�, L<ilii; I91oxId' 'Ideyi.;]?��] ,i]4"]'.� 7'� 0�'°Ie.g000nr( '44441 ` . . � i,�• + j :i•1,'�..t +x)77-+I' I• 1 : •i' t�ll�TJA� JJt that (he party of fh]e firstmot, in cunsldprstiun F� ~•'' t�� �' , t ,' �! t i]wo and lawful money of the United States, tln(1 •Ctther ;;coal apd 1[al.11*81)1.! ipolt lt�d9rR1:ig31� + ,,paid Py dhiq p ' e 1' ' 1 does hereby grant and,release unto the pari�op f the:saaand part, W1, �'sl�na forever;' ' that certnin clot, piece or parr.,el of ']endo build in -s and it prnvaments ther^.tin, situate, lyin'>' ai#-,� a f,�j�l� .t; ®'.�c�<�• ii Town of Smitholtl, Suffolk rotint.y, 11ew York, more part-A'U � 011 e, l and de.crlbod n: follows: ;"{l�f -• f ! � i RE Th",f:'�:.1" n point in th•: nioan hil;h wator•mark.line ;pf�• Ooose ere:0 E, which said point fnrmsithll point of interseotion df:the;ngl'thAaeterly corner of the prsnlines about to re.dencribed and. the no1?i:.]i*pe1;erlY line ; of property nn:: or formed; of Dor-cho3 ; and rennin- thence .South 59. 0713011 nasi nlon- the r.n]d land nor; or formerly bf Dorsehe� 326.14 feet to a stake and to land n9w or formerly of.-Mooney;,rpuXmtnn thence alon.; the land nosy or fnrmcrly of Mooney gonth''46°5513511,Wer3t!a distance of 206.677 feet to a r]take; and which said point forms the:southwesterly corner or the lad herein dencribod; running thence and along;-other land - nwa or f:,r:•]•a+•l;: or' Uoonov llortli 2'I°4714011 Wast a distance 'of,337 feet to the +nnan hl •3 ,.*n+(,- m•+.rl_ of 'loo::e Creek; runninr'thenc4 in a -Pneral nort:7e 1.•-•1 - r.au nlrrt ; 1•hrn tr]onn )13,,h water •1i.ne of noose Creelr a dintance o6 !S4.'#1) feet to th- nnlnt or dace of be^inning all' of said . . ,- -y---! 1 's �`e�l•"%! 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'' L149 0q4 P01UP P;;ap ::,i ar taut{0 04 u;aast{'land:q,sa';s dqj So ::gaud oil; tq PaPaoti ce-a iugosaoTa J0 I:raamao,i; so atou:puet P118S 4OVI.A P"U) 'ii.,y'a3;-100 30 t_Lailwaus ao Muu eiiaxpiimd 0q& ,po 'aduaoo as 1,a trGC 0• ? u I10 00CaG u at 8 0-040.11 e• , '� J X+ � X [+ a •� Jt1ItdNiti3'tl '�"�. i �.• f.; _a,t•tju? sa pol;t'aao-.op CJZnf. oaotu ST duet 'To quATa pigs, : 1 t{oTi(r., {;uv •fogoad0Q sU J.•(.LC-11-1i j a0 raou truuj ,lo 11014acid -kj:aaq:}ttoc ott!j::iuotu TIPTet of '�oL: (j6 '�'uLL Ja dTa}a s .tu:.o :va: Jo ftt 'f'j.,U q'l'[it KL-il au01E • ;L ,•t7 .tt.ronjl 1.a4o.t0jR o+ •PuLoeuou•UTaaaq "Ll wql wua3 s: .,:..o {,u1, 04 Lcoa.,ut fu suuow u su °suium-iay 9e94(1 jo 'dupt 1,0 tau v{/L as ClGcr 0011 +o j UC1.19 :_L;m ao 4q:,1a rr-q�xu ti 1fiJ1 �0� •acJt .to a,10W :;uToq coouu.;$Tp ��� 1'�``'7"-•r r ir.i ;ILc'!hl{1 9'i� P:1� •�' I�i:l{n�7N?fl' 'ham Ifi'f''"r•,r•. t Za6--Rt.tu,oq Farm A. � Juuu.ewur..a,iNc,D+'s. -^s+:_tc..,�- t A_ .•. n.rnev cws.lth A,fl tlo.exnnu ledt�tiosl. �,/} 71�.o.ovr►..w�neoox®i..tixrr Yonx •�-- '- I'�: I...; t 5 di 92ture tiayof ntneteenhundred <' and -CHARMS-4i,Hr'DORSCHEL and Mh,*TAi;)0MCHGL,.his Afe, residing.at i', i`j, c�� Ab:-�•G�-c' ,+ '� ,f•Au: parties of the first part, not ; � :;8T1 A'19111t1stl ID'�'�,ItkII�Af1D`j :h�eljKi&e, f; both ree3d - } � iikl Ii(iad, , 9ilerb2b 1 ,ffew York, r; ' ••1;•1114,; ;�' ,� �: '!i� •, i` ! :t • •- : ,. - r ;�• ! ' !• r parr Jos of rhe second pare, tl Xite part iesof the firs.part,in consideration of �; i Teri 00 ' 00 ($10.00) Dollars, f i ' ►airfu%money eftfhe Unfte'd.sfatea, and other good and valuable considerations ;{ if S paid by the part ies of the second part 1 i do hereby grant and release unto the part ieS of the second part, •�' '• their distributees; heirs and assigns forever, t 'I f SQ that ,certain plot,;piece or parcel of. land, situate, lyin,; and i being in the Town of Southold, Suffolk Comity, New York, more ; I particularly bounded and described as follot+s: ,• -, BEGINNING at a point in the mean high water mark line of Goose i1 Creek, which said point•forms the point-of intersection or the north- ` I easterly corner of the premises about to,be described and the north- westerly line- of property shown on Map of Goose Bay i'sbates' and runni :,•: thence south 52 degrees O7 minutes 30 seconds east a7:ong.eald land 'ItliJ shown on bloc of Goose 73Ay Estates, three hundred seventeen and twenty— six one-hundredths (317.26) feet to a stake and land heretofore conveyed by Oliver Bros. Building & Construction Corporation to John T. a'{' • • A. Mooney; and running .thence along said last mentioned,land of John T. ,f�•^ A. Mooney south 46 degrees 55 minutes 35 'secondswest a distance of � - one hundred and twenty, (120) feat kto other' land of Oliver Bros. Duilding Ec Construction Corporation; and running,thence along said IC' other land of 07i,yer Bros. Building a: Construction Corporation north f• 52 degrees 07 mittiflttes 30 seconds west a distance of three hundred < ttrenty-six;4tul fct(trteen one-hundredths (326.1+) feet, more or less,to the mean,high•''at0r,mark- line of Goose Creek; and running, thence in r � a genera] r da.eagtpl` etion along the mean'1 igh water mark line of ;,!. ' •Goose CrAek-R- =6_0 off,bne hundred twenty,tand thirty-three one- hundredths; ne- t ; hundredths;;;t� 'l ) •� til More.or less to tYj point.or.place of i B1iGTNiiI�. . ;;Ei•sp.:j �Il II ; ; -T0'6Ell$R wiz 11,a right'of way over q.t Idb. 270 as laid out on Map of.Goose;�t;,��ast0.�i65, as a,means or ing�ess to and egress from the promises her4i !166 fid, -to Hick6ry t►venue.1•1 ' !I -. :is , . , •. -i!; .8 OT! ;hoteger,;to the: reservation contained in decd recorded �ri t}l Sj�is .,Or-the dlex 01 the dtiunty of &ixffoLs on I !! July llth- :19I' {#1`.Lif�irkr;3;992 :of Ctiiiveyances i Ptige 332• ; :A 'u a, or=:! The aforesaid premises being the same premises deseribed+,l: deed of conveyance, dated July 8th, 1938 made!-by olivor'•Bros. BuUAI do Construction Corporation, as grantor' to the above named Charles H. Dorsehel and Meta Dorschel, his wife, the parties of the first"p� -f herein, grantees and duly recorded in the office of the Cleric of the County of Suffollt on July 11th, 1938 in Liber 1992 of Conveyances, -� Page 332• 1 I i t l! " !, t'''!r' i 1 1I' IlI ' yy9;`�j d l i (j'1•itL j T i1�� :��R:t' i'r' ' • I •�!•11•� 1:1�{Y '{�l Nt. V. •�i� S,' '1 j• � . jp7� 5 (!�11 ,'� l '• ... r 'r F .{r• .I. {I,+{!( s �;�'• �il� �dE, I" 3r ♦ •,l TI�•}'j��l!$•''•• i r ijt,. �E di= 'I� �,+: qi.;�%! F�'t:tP.•`+I y�c t7:}, 'FI1.i.. 1 ,� r '' i - ' 1'Ilti�',I Ilii i i ( -'�' 1 !r r l •t�e: (1. ,1! * ! � 'j :�,1�.l�l{it�Lti��•�'-rl� pat. .d%�''��l1i�'{'�l�te! j'��'•�, P�1�?, !�,? •i - t I •�1 i%l'!•!i1 �g�,l.e f!.• ,Il� -;:(i`ij 4, ,i 1•�ii' I. qi j :I fr-;. i• I :,I:�1I[r. ��; •• rr !,!1144 ,c.':: f - +i I li ���l�'. +Il lll'..lf�:l :�,� ,!J 7• ••�:i {�3!!ilt':'���7F il.::.t :,i}'i�.�]''iFt4: '' °'il i f'1!!llFF ` !rt•! ')) �1':'t`1, •,}•�rii }','{ �11 L' �.I':,, •.i. :I ' ,r I •�,I{I;` 1' G�,' ;�! '�;i+• tq+. : ,ra�f Fi::7�11, •!�i`''�• ' ;� I �i !I�Sr 11`!x. ,i,� )!r' `�' ;;-'I::�,i�+�^ F:.;ir �.•,!'�). - i r li;! ,`fj.� ji; Fi .;i +'• '�ti. ��,�y 1'+i,il�i''1j '� -1 •; +: ,' nl rt f•��.Lr� ,. i. j• (. 1! I. :;SIL�A. W. . ,�I..; �,� I;�• E�l'' ' s?� �fcir'r;i�; '4 i ,r +••1 i i ! y,•_ i :�K i, if, ` 1 .Iii t�#:S.•,:' I 7 •I:�I' ! a k i 7 jsi'' �r ryla rr ! 'i. _ ! •�' :j :I`•i�i�I(i�- f �`�.•- 'I�'�':'' .t�j''!. ': � +'']!�;{t'.i!•i'1;`' _ • }'!.�!I .t��i n4.lirr -i.i'_ '1!�,lr'' yIf 1 t I•�': � •. :Elyf',� '�I:•i ' .( ! j' -• 1' . . :l 4 ,�•+; ;I fi�('I'll' - 'wllh-the apptlrtaq'saces a d all j i; j„! I ,t� f, {{ P,.f !tb'e' q 1p4 18�+'! '4�=11e n eso,the first a p rt in And r to said pseinlsga •.lr..tti•',.....t i_.r,�. ( !'• r;,7.or-Y` , IYR�.t'D WJ the remises hcrela • ' �" - I i .p .granted i(ata the p>:rt of the second part, their distributees, heira ' and aulgas forerri - �,.,-e.� �.t_.. •rc 4^—�:. i':l.'•.la;,:+k ��ril11 Y�74J• -:1� i S=.eSi.lies r. r r e. ei y,, �, -76 .h+dN.Y.E,rr:ll.t'e�rn lGarL'�.pAb�d-•finnn''mJ l,k U.rd.e6h Ce, -- r .e..,.d,tmr Canwr'r.\rr.-t.d,rk.+1 s�'IE J�• J FA�r O � •L I r•lUl , CONSULT YOUR"WYER®1101 fIgN!W�;THIS INSTRUMENT—TNIi INSTRUMENT SHOULD RE OSEp DY LAWYERS ONLY. S THIS IND.SWUM-ifiidE tli$,V I `qday of Udrj ,; • ; ,, i. 7Q B ;, - .�_:s ;,� . uelien hundredand �d�Irs/_,t_.g � y' ;� ' R ' as stLYviving teaarLtyl residing at• , ; 3`� 5920 ' • -. �t O. S.W: g5th Street, South 0at1h£, Florida 33143 party of The f part,nedc1HhkkONTINE c,OFIPL, a corporation organized and e:tis iitg ttLl r,"Titin by viitue of tl1e,Lasa® Of the. grate of New York, hav�ng`.':f r;[P i�f �,�al;off�i lo�;and S]cat�e;of titi`sihest#" at 855 Sunriser,�gh�+a�'�J,,Lytlli�bbk! 13e�a- . 41 p• party of the seearid WTMESSEfH,ihat'the gait%,of the tint fan,in canidcrrticu of TEN ($10.00) - - - - - - - - - - - tl,rllar., _ I-Mvil.nsoner at lhb united Stakes.and other good and valuable consideration,pairl •I k} the party of the second part.doei hereby granT and release unto the ftuty of the iccnnd part,the Ttairc or successor,and nssign!•of the p3it,•of Ilse st•cond part forever. I ALL that certain prfot.piece or parcel of land,with the buildings and ingtrosrtovnts thereon erected.>inmiv. ION!and being 1=* at Bayview, Town of Southold, County of Suffolk and State of New York, bounded and described.as follows:- • . BEGINNING ata point markad'by a monument at the southeasterly or easterly corner of the premises herein described (which point is the southV&terly corner of Lot No.-270 on Map of Goose' Bay Estates); I , ! running thence along'Idnd now or formerly of Mooney, South 46 degrees 55 minutes 35 seconds West, a distance of 326.67 feet to a point ,•; �; marked by a monuoent, running'thence still along land now or formerly Of M0oney,;Not.'th'47':degraes 47 ininutes '40 seconds West, a distance'of J: 366 feet to oiditiary. high water mark of Goose Creek; running thence ' in a northeasterly- direction.along ordinary high water mark of Goose Greek, the follciiing tie line course and distance: (1) North 53 degrees 06 minutes 40-seconds East, 305.71 feet to ther#09thwesterly , litre of property shown on Map of Gooee Bay Estates; running tbence South 52 degreees 07 minutes 30 seconds East along said southwesterly line of property shown on Map of Goose Bay Estates a distance of 336 feet to •the mis'ittmtent at the point or place of BEGINNING. E ToGisnmR•with a.;rigtft of seay over Lot No. 270 as laid out on Map of Goose Bay Esta Nis hs•a means of ingress to and egress from the premises heieiti••dedcribed to Hickory Avenue. ! Being qnd intedded,tb be the same premises conveyed by Oliver Bros. .j Building and;,C ttsE4uct'On Corporation to Ernest D..Renard and Helen E. !! Renard hih tyre'.,ley Deed dated`,8/19/1940 and:recorded 8/27/1940 in E` Liber X117 cj�y 591j'itogather with tete same premises conveyed by Charles P.R. Dorschei'end Meta toYschel; his wife, to Ernest D. :Renard and l Helen E. Renard,:phis wife, by Deed dated 7/3/52 and recorded 7/3/1952 1 �! { in Liber 3374 cp 427, the said Ernest D. Renard having died a resident of 5920 S.W. .85th Street 56uth Miami Florida-33143 on December 21, 1968, survived by his-Vile, Helen E. kenard, the party of the first i part herein. ;• i j• �H"� 7a °1•�� � R YAI�C 1;�'� �� ��o>;kj:kt AT ae wall, t" !:*' •i'. f :try? .(i' �lien�;�:t•e�a: I ,I�r.l� �:i8�.,�� j��. J Ayers, Jeannette 5-.e?XAi-1—C 5(,A A c4 , From: Hoverkamp,Toni J. Sent: Monday,June 20, 2016 12:40 PM To: Ayers,Jeannette;William Ayers (wayers@totalsafety.org) Subject: FW:Ayers from Reese,Jr., etal. Prem: 122 Hickory Avenue, Southold Title No. 12-85172 ID 22039 Attachments: 12-85172 Title Report.pdf Jeannette, attached is the title report which includes the single and separate search. I did not order a housing and building violation search because I figured that when you submit your applications the building department would let you know if there are any open permits or violations that need to be addressed. Let me know if you want me to run this search just in case. I have not received the documents signed by the buyers yet. I will follow up with their attorney. Sincerely yours, Toni J. Hoverkamp Farrell Fritz, P.C. 50 Station Road I Building 11 Water Mill, New York 11976 100 Motor Parkway, Suite 138 1 Hauppauge, NY 11788 (631) 367-0714 1 fax(631) 367-07941 thoverkamp(@farrellfritz.com I www.farrellfritz.com -----Original Message----- From: Samantha Cherofsky [mailto:emassa@abstractsinc.com] Sent: Friday,June 17, 2016 3:50 PM To: Hoverkamp,Toni J.; slabonte@labontelawgroup.com knaugles@abstractsinc.com; kbz@abstractsinc.com Subject:Ayers from Reese,Jr., etal. Prem: 122 Hickory Avenue,Southold Title No. 12-85172 ID 22039 Please see the attachment for the referenced Title Report Emily Massa Abstracts Incorporated 585 Stewart Avenue Garden City NY 11530 Phone: 516-683-1000 Fax: 516-683-0089 Entail: emassa@abstractsinc.com 1 YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead,New York 11901 admin@youngengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS Professional Engineer ROBERT C. TAST,Architect March 17, 2017 ATTN: Mr.William Ayers WBBC Services LLC 147 Park Boulevard Malvern,NY 11565 RE: WILLIAM AYERS &JEANNETTE AYERS At Southold,Town of Southold (16-oo85) Dear Mr.Ayers: Enclosed are three (3) sets of the building permit survey,last dated March 16, 2017, amended to add Stormwater Management Control Plan(Sheet 6 of 6), together,with the completed Stormwater Management Work Sheet and Checklist;for your use. Very truly yours, Howard W. g HWY/dc ' Encl. Planning Engineering Land Surveying Telephone (631) 727-2303 YOUNG 8v YOUNG Facsimile (631) 727-0144 400 Ostrander Avenue admin@yo'ungengineering.com Riverhead,New York 11901 HOWARD W. YOUNG,Land Surveyor THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS Professional Engineer ROBERT C. TAST,Architect ( � - ROBERT STROMSKL Architect October 2, 2017 ATTN: John Jarski, Senior Building Inspector Town of Southold Building Department 54375 Main Road (ECIE ��n� P.O. Box 1179 D v DD Southold, NY 11971 RE: WILLIAM &JEANNETTE AYERS CL C `5 At Southold,Town of Southold (16-oo85) BUILDING DEPT. TOWN OF SOUTHOLD Dear Mr. Jarski, Pursuant to the request of Mr.Ayers, enclosed are four (4)prints of the Foundation Location Survey last dated August 25, 2017, for your use. �YVery truly yours, Howard W.Jung HWY/dc Encl. Planning Engmecring Land Surveying ti 9 �� 376 /Fio GEICO GOVERNMENT EMPLOYEES INSURANCE COMPANY GEICO'S PERSONAL ONE GEICO PLAZA, WASHINGTON, D.C. 20076 UMBRELLA POLICY RENEWAL DECLARATIONS POLICY NUMBER P 7199110 Policy Period From 12/11/16 To 12/11/17 PHC RE-NY- 10/21/16 INSURED NAME AND ADDRESS WILLIAM J AYERS JEANETTE C AYERS 147 PARK BLVD MALVERNE NY 11565 d m THIS POLICY IS EFFECTIVE AT 12:01 A.M. STANDARD TIME AT THE RESIDENCE OF THE INSURED. INSURANCE IS PROVIDED WITH RESPECT TO THE FOLLOWING COVERAGES AND LIMITS SPECIFIED WHERE A PREMIUM IS STATED, SUBJECT TO ALL CONDITIONS OF THIS POLICY. I. LIMIT OF LIABILITY $1,000,000 II. RETAINED LIMIT $500 d c III. RATING INFORMATION IV. PREMIUM V. MINIMUM REQUIRED 0 LIMITS OF 0 c PRIMARY INSURANCE . AUTOMOBILE $ 140.00 $ 300,000/300,000/100,000 2015 LEXS AUTOMOBILE $ 140.00 $ 300,000/300,000/100,000 2015 NISSAN YOUTHFUL OPERATOR(S) $ 132.00 1 YOUTHFUL OPERATOR(S) PRIMARY RESIDENCE $ 107.00 $ 300,000 147 PARK BLVD MALVERNE NY 11565 SECONDARY RESIDENCE $ 0.00 $ 300,000 1825 DEKOTA DR JUPITOR FL 33458 RENTAL $ 0.00 $ 300,000 3347 OCEAN BLD OCEANSIDE NY 11572 tD TOTAL PREMIUM $ 519.00 3 N O Cl) O O O O O Ol HU1 (6-80) (P1) 0 0 0 0 N TSC;>DIRECT Tri-State Consumer Insurance Company . 11/03/2016 <<<AMENDED DECLARATIONS>>> Named Insured & Residence Premises Policy No. HOP-142350-06 Policy Period 7/11/2016- 7/11/2017 THIS CHANGE EFFECTIVE 11/04/2016 12 : 01 AM Standard Time cc : Broker of Record AYERS,WILLIAM RALPH PALMIOTTO AYERS,JEANNETTE 166-06 24TH RD 147 PARK BLVD WHITESTONE, NY 11357 MALVERNE, NY 11565 Coverage is provided where a premium or limit of liability is shown for, coverage CGv RAGES AND LIMIT OF LIABILITY- SECTION I COVERAGES SECTION II COVERAGES Dwelling 437, 000 Personal Liability Other Structures 43 , 700 Each Occurrence 300, 000 Personal Property 305, 900 Medical Payments to Loss Of Use ALS** Others Each Person 1, 000 Additional Features/Coverages : cc: Mortgagee CONTENTS REPLACEMENT COST YES WELLS FARGO BANK NA #936 OFF PREMISES THEFT ISAOA -,"-�CQVERAGE . ;,; NO PO BOX 100515 . CREDIT CARD, ' FORGERY &' FLORENCE, SC 29502 __COUNTERFEIT­$: COVERAGE $1, 000 LIMIT Loan No. : 0497340158 HOME COMPUTER COVERAGE $3 , 000 LIMIT WATER BACKUP NO Discounts and/or Credits Already Applied: . MULTI-LINE DISCOUNT $0 THIS ENDORSEMENT REFLECTS : UPDATED MORTGAGE INFORMATION NET CHANGE THIS TRANSACTION_ IS . $0 THE TOTAL.ANNUAL PREMIUM FOR THIS POLICY IS $ 1, 894 . 00- 13 01 09 26 F 1931 MB01 A 43/TS-2 (05-16) 100 Jericho Quadrangle,Suite 124,Jericho,NY 11753-2702-Phone: (516) 681-9400•(718) 895-0036 •www.800joiumow.com Fax Numbers •Auto o(516) 827-4696 e Home® (516) 802-5859 . Claims m (516) 681-9766 11/03/2016 TSC>DIRECT , , ._ Tri-State Consumer Insurance Company Policy No. HOP-142350-06 POLICY DEDUCTIBLE: All Section I property damage losses are subject to a $1000 deductible per occurrence, unless specifically stated otherwise in the policy. LEVEL 1 HURRICANE DEDUCTIBLE: All level 1 hurricane related losses are subject to the policy deductible and an additional deductible. The amount of the additional deductible is two percent (20) of the Coverage A limit, which equals $8, 740 . LEVEL 2-5 HURRICANE DEDUCTIBLE: All levels 2-5 hurricane related losses are subject to the policy deductible and an additional deductible. The amount of the additional deductible is five percent (50) of the Coverage A limit, which equals $21, 850 . Roof Details : Predominant Roof Type: COMPOSITION Age of Roof : 13 Year (s) per information provided **ALS = Actual Loss Sustained, subject to policy limits (see Coverage D and related endorsement) . Endorsements made of this Policy at time of issue: HO-3 (09-05) HO-C1 (05-09) , TS 1.99 (10-05) , HO AP1 (07-09) , HO-FE1 (06-10) , HO1610 (01-09) , HO TRE1 10-08, TS-10 (09-10) , HO 2395 0502, HO 290 (06/99) , TS356B (07-08) , HO 2493 0502 a) The residence premises is not seasonal; b) no business pursuits are conducted on the residence premises; c) the residence premises is the only premises where you maintain a residence other than business or farm properties; d) the insured has no full time residence employee (s) ; e) the insured has no outboard motor(s) or watercraft otherwise excluded under this policy for which coverage is desired. Exception, if any to a) , b) , c) , d) , or e) * . *Absence of an entry means 'no exceptions . ' Your packet of policy materials may include endorsements not included in your coverage. Please check this declarations page for a listing of the coverage (s) included in your poll cy. Should you wish to add any endorsements to your policy, which are not listed on this declarations page, please call us . 13 01 09 26 F 1931 MB01 A 44/TS-2 (05-16) 100 Jericho Quadrangle,Suite 124,Jericho,NY 11753-2702®Phone: (516) 681-9400 0(718)895-0036'www.800Joinnow.com Fax Numbers•Auto•(516) 827-4696 o Home o (516) 802-5859 • Claims e (516)681-9766 NEW YORKStr1tI NEW YORK STATE DEPARTMENT OF STATE Division of Building Standards and Codes One Commerce Plaza 99 Washington Avenue Albany, NY 12231 DF.PftRTmtNIT Phone:.(518)474-4073 Fax: (518)486-4487 OF Sm'lI"E www.dosny.gov E-mail: info a@dos ny aov STANDARDS AND CODES NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR-Part 1209, Regulation and-Fees for Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as described herein: Manufacturers Name: Signature Building-Systems of PA, LLC 1004 Springbrook Avenue. Moosic, PA 18507 Building Description: Detached One and Two-Family Dwellings and Multiple,Single-Family Dwellings(Townhouses) Approval Number: M1370-2014-069 System Approval Applicable Code: Residential Code of New York State 2010 (RCNYS 2010) Expiration Date: July 1, 2016 Maximum Ground Snow Zone: 120 PSF Seismic Design Category: A, B, C-, D0, D1 or D2(Per 2010 RCNYS Section R602.10 Wall Bracing) Basic Wind Speed: 120 MPH (3 Sec. Gust) Exposure Category: A, B, or C DOS Contact Person: Edmund F. Girzone, R.A. Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and "Non-Hurricane Prone Regions." Approval Date: July 1, 2014 Ronald Piester, AIA Director A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application. Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and on file with the DOS. The following statement may be used to provide this certification: "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on July 1,2014 under systems number M1370-2014-069" The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc, is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2010 RCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions,of the RCNYS,he/she should contact the DOS for further review and/or determination. STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA ROSADO WWW DOS.NY.GOV SECRETARY OF STATE October 3, 2016 Mr. Michael Kirby Signature Building Systems, Inc. 1004 Springbrook Ave. Moosic, PA 18507 RE: M1370-2014-069 System Approval Extension Dear Mr. Kirby, This letter is to inform the code enforcement official that the New York State Department of State(DOS)has granted the extension of the expiration date to allow the construction of Factory Manufactured Detached One- and Two-Family Dwellings and Multiple Single Family Dwellings (Townhouses) System of Models under approval designated M1370-2014-069. The Manufacturer shall be responsible for assuring that homes or components bearing insignias issued during the extension period comply with the requirements of 2016 Uniform Fire Prevention and Building Code which incorporates by reference the New York State 2016 Uniform Code Supplement and the 2015 International Residential Code. This extension will expire on December 31,2016 unless sooner revoked or replaced by full approval of the System renewal currently under review for compliance with the New York State 2016 Uniform Code Supplement and the 2015 International Residential Code. A copy of this letter shall accompany plans and specifications submitted for a building permit and deemed a duplicate original. I am hopeful that you will find this extension of assistance. Sincerely, John Addario, PE, Interim Director Division of Building Standards and Codes cc:Joseph Hill RA., Assistant Director for Code Administration Don Thomas Jr., AIA Rick Wenner,P.E., PFS Corp. File: Signature Ext 2016.doc IVE STAWYORK Department TE OF OPPORTUNITY. ®f State REScheck Software Version 4.6.3 C�J( Compliance Certificate Project 216253- AYERS Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,480 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 125 HICKORY AVE TRI-STATE CUSTOM MODULAR SIGNATURE BUILDING SYSTEMS SOUTHOLD, NY 11971 21 WELCH ROAD 1004 SPRINGBROOK AVE RINGWOOD, NJ 07456 MOOSIC, PA 18507 .off...,~ ®Lw' _'V�_v ® ® •'`•''l•t. M' P_'t",A, Compliance: 10.1%Better Than Code Maximum UA: 497 Your UA. 447 Maximum SHGC- 0.40 Your SHGC: 0.34 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ,A Ceiling 1: Raised or Energy Truss 1,719 38.0 0.0 0,025 43 Wall 1:Wood Frame, 16"o.c. 540 21.0 0.0 0.057 22 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Window:TWF3015:Vinyl/Fiberglass Frame, Double Pane with Low-E 5 0.290 1 SHGC: 0.30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E `15 0.290 4 SHGC: 0.30 Window:TV T3015:Vinyl/Fiberglass Frame, Double Pane with Low-E 5 0.290 1 SHGC: 0.30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Window:TWT3015:Vinyl/Fiberglass Frame, Double Pane with Low-E 5 0.290 1 SHGC: 0.30 Window: CR13:Vinyl/Fiberglass Frame, Double Pane with Low-E 4 0.290 1 SHGC: 0.30 Window: CR13:Vinyl/Fiberglass Frame, Double Pane with Low-E 4 0.290 1 SHGC: 0.30 Window: CR13:Vinyl/Fiberglass Frame, Double Pane with Low-E 4 0.290 1 SHGC: 0,30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Window:TWT3015:Vinyl/Fiberglass Frame, Double Pane with Low-E 5 0.290 1 SHGC: 0.30 Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitled.rck Page 1 of 11 A bly or Cavity Cont. U-Factor Perimeter Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Window:TWT3015:Vinyl/Fiberglass Frame, Double Pane with Low-E 5 0.290 1 SHGC: 0.30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Window:TWT3015:Vinyl/Fiberglass Frame, Double Pane with Low-E 5 0.290 _,1 SHGC: 0.30 Window:CTR1510:Vinyl/Fiberglass Frame, Double Pane with Low-E 1, '0.290 0 SHGC: 0.30 ' Window: CTR1510:Vinyl/Fiberglass Frame, Double Pane with Low-E 1 0.290 0 SHGC: 0.30 Window: CTR1510:Vinyl/Fiberglass Frame, Double Pane with Low-E 1 0,290 0 SHGC: 0.30 Door: 3-0: Glass 22 0.160 3 SHGC:0.48 Wall 2:Wood Frame, 16"ox. 282 21.0 0.0 0.057 15 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Wall 3:Wood Frame, 16"ox. 540 21.0 0.0 0.057 20 Window:TW20210:Vinyl/Fiberglass Frame, Double Pane with Low-E 20 0.290 6 SHGC: 0.30 Window:TW2446:Vinyl/Fiberglass Frame, Double Pane with Low-E 12 0.290 3 SHGC: 0.30 Window:TW2446:Vinyl/Fiberglass Frame, Double Pane with Low-E 12 0.290 3 SHGC: 0.30 Window:TW2446:Vinyl/Fiberglass Frame, Double Pane with Low-E 12 0.290 3 SHGC: 0.30 Window:TW2846:Vinyl/Fiberglass Frame,Double Pane with Low-E 13 0.290 4 SHGC: 0,30 Window:TW2846:Vinyl/Fiberglass Frame, Double Pane with Low-E 13 0.290 4 SHGC: 0.30 Window:TW2846:Vinyl/Fiberglass Frame, Double Pane with Low-E 13 0.290 4 SHGC: 0.30 Window:TW2846:Vinyl/Fiberglass Frame, Double Pane with Low-E 13 0.290 4 SHGC:0.30 Door: FWH6068: Glass 40 0.340 14 SHGC:0.50 Door: FWH6068: Glass 40 0.340 14 SHGC: 0.50 Wall 4:Wood Frame, 16" ox. 282 21.0 0.0 0.057 14 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 14 0.290 4 SHGC: 0.30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Wall 5:Wood Frame, 16"ox. 480 21.0 0.0 0.057 21 'Window:TW3046:Vinyl/Fiberglass Frame, Double•Pane with Low-E 15 0.290 4 SHGC: 0.30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Window: CR13:Vinyl/Fiberglass Frame,_Double Pane with Low-E 4 0.290 1 SHGC: 0.30 Window: CR13:Vinyl/Fiberglass Frame, Double Pane with Low-E 4 0.290 1 SHGC:0,30 Window: CR13:Vinyl/Fiberglass Frame, Double Pane with Low-E 4 0.290 1 SHGC: 0.30 Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitled.rck Page 2 of 11 GrossiArea C, -c- Window: CR13:Vinyl/Fiberglass Frame, Double Pane with Low-E 4 0.290 1 SHGC: 0.30 Window: CR13:Vinyl/Fiberglass Frame, Double Pane with Low-E 4 0.290 1 SHGC: 0,30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 30 0.290 9 SHGC: 0.30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0,290 4 SHGC: 0,30 Wall 6:Wood Frame, 16" o.c. 251 21.0 0.0 0.057 13 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Wall 7:Wood Frame, 16"o.c. 480 21.0 0.0 0.057 21 Window:TW2846:Vinyl/Fiberglass Frame, Double Pane with Low-E -13 0.290 4 SHGC: 0.30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC:0.30 Window:TW2846:Vinyl/Fiberglass Frame, Double Pane with Low-E 13 0.290 4 SHGC: 0.30 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0,30 Window:TW3046:Vinyl/Fiberglass Frame, Double Parie with Low-E 15 0.290 4 SHGC:0.30 Door: FWH6068: Glass 40 0.340 14 SHGC: 0.50 Wall 8:Wood Frame, 16"o.c, 250 21.0 0.0- 0.057 13 Window:TW3046:Vinyl/Fiberglass Frame, Double Pane with Low-E 15 0.290 4 SHGC: 0.30 Floor 1:All-Wood joist/Tru'ss, Over Unconditioned Space 1,739 19.0 0,0 0.047 82 Compliance Statement: The proposed building design describeXr�e onsistent with the building plans,specifications,and other calculations submitted with the permit application.The proposeh be designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requi a REScheck Inspection Checklist. PigGLL &A�e'l �lS �-_24/ 7 Name-Title Si Date Project Notes: d I R-19 FLOOR INSULATION TO BE SUPPLIED AND INSTALLED ON SITE BY OTHERS. t � 0 4 31 , y �� OT N E� O Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitied.rck Page 3 of11 WRE-Scheck Software Version 4.603 Inspection Checklist Energy Code: 2015 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_Veriffiedx' 'Fi"eld,VeriffiecE #' Pre-inspection/Plan Review", Cairnplies?, Co%nments/Assump4ia�nsV Vaiue Value � 103.1, 'Construction drawings and i❑Complies 103.2 'documentation demonstrate I❑Does Not [PRl]i :energy code compliance for the - ❑Not Observable ,building envelope.Thermal :envelope represented on ,, '❑Not Applicable ,construction documnts. 103.1, ;Construction drawings and Vi. J❑Complies 103.2, 'documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ;: 1 I❑Not Observable [PR3] ;lighting and mechanical systems. '•,',�,r••,` ; ; Systems serving multiple ;❑Not Applicable ; dwelling units must demonstrate ,compliance with the IECC 'Commercial Provisions. 302.1, - •,Heating and cooling equipment is;, Heating: Heating: ;❑Complies 403.7 , ,;sized per ACCA Manual S based Btu/hr Btu/hr :F—]Does Not [PR2]2" fon loads calculated per ACCA ; Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ; ❑Not Applicable ; ; 7 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitled.rck Page 4 ofll Section ; # Foundation Inspection ,. Complies? Comments/Assumptions' & ReqJDL, , 303.2.1 'A protective covering is installed to ;❑Complies [F011,]z protect exposed exterior insulation :❑Does Not }� ;and extends a minimum of 6 in. below ; ;grade. ,❑Not Observable ❑Not Applicable , 403.9 'Snow-and ice-melting system controls ❑Complies -(FO12] z •installed. ;❑Does Not ;❑Not Observable' i ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) :2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitled.rck Page 5 of11 SectionPlans Verified Meld Verified; ' Framing/Rough-in Inspec ianCornpl"ies? Camrnents/Assavriptions, &.>R�tg.l�. Value "'Value. .. 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the envelope Assemblies 402.3.1, 1average). ❑Does Not ;table for values. 402.3.3, 402.3.6, ; UNot Observable 402.5 ;❑Not Applicable ; [FR211 a i i t r 303.1.3 ;U-factors of fenestration products , . ❑Complies ' [FR4]1 ;are determined in accordance )❑Does Not;� „y - � '�•: ;with the NFRC test procedure orE taken from the default table. , ❑Not Observable ❑Not Applicable t 402.4.1.1 ;Air barrier and thermal barrier S❑Complies [FR23]1 installed per manufacturer's ❑Does Not ;instructions. i❑Not Observable I❑Not Applicable 402.4.3 ;Fenestration that is not site built ]❑Complies [FR20]1 'is listed and labeled as meeting I❑Does Not 'AAMA/WDMA/CSA 101/I.S.2/A440 V i❑Not Observable ;or has infiltration rates per NFRC " .400 that do not exceed code ,�❑Not Applicable limits. '• 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 ,:;sealed at housing/interior finish Not I labeled to indicate <_2.0 cfm ¢: I leakage at 75 Pa. ;❑Not Observable IDNot Applicable 403.2.1 ;Supply and return ducts in attics �. , I❑Complies [FR12]1 Hnsulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable ' IR-6 where< 3 inches.Supply and ; return ducts in other portions of �❑Not Applicable :the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 = '. ,for<3 inches in diameter. ] 403.3.3.5 'Building cavities are not used as ❑Complies [FR15]3 aducts or plenums. ?,F-]Does Not :_ ❑Not Observable ' e3❑Not Applicable 403.4 IHVAC piping conveying fluids ; R- ; R- :❑Complies [FR17•]2 above 105°F or chilled fluids 1❑Does Not 1 i below 55°F are insulated to>_R- i3 ; ;❑Not Observable ❑Not Applicable 403.4.1 'Protection of insulation on HVAC ;❑Complies [FR24]1 ;piping. j❑Does Not I❑Not Observable ,• j❑Not Applicable 403.5:3 'Hot water pipes are insulated to ;'R- R- ;❑Complies [FR18]2 >_11-3. ;❑Does Not 4 ;❑Not Observable ' ❑Not Applicable 403:6 •;Automatic or gravity dampers are( : ' j❑Complies [FR19]2 ginstalled on all outdoor air ❑Does Not intakes and exhausts. 1 }. :1❑Not Observable ' 'I❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitled.rck Page 6 of 11 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitled.rck Page 7 of 11 section 'Plans Verified ''Field Verified Insulation Inspection �'omplies? Comments/Assumptions .&i8eq.l� 'Value Value' ' 303.1 "'All installed insulation is labeled „=w. " "' $❑Complies [IN13]2 Jorthe installed R-values T Does Not provided. ��s ; zz � - , ' I❑Not Observable ; SY ❑Not Applicable 402.1.1, ;Floor Insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ,❑ Wood ;❑Does Not ;table for values. [IN1]1 ;❑ Steel ❑ Steel i l ,❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per c, s❑Complies 402.2.7 ,manufacturer's instructions and r ;❑Does Not [IN2]1 ;in substantial contact with the s :underside of the subfloor, or floor . ❑Not Observable 'framing cavity insulation is in t ,❑Not Applicable ;contact with the top side of s• ; sheathing,or continuous ' insulation is installed on the "4 underside of floor framing and extends from the bottom to the ; ;top of all perimeter floor framing members, 402.1.1, ;Wall insulation R-value. If this is a;. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall [:] Mass El Mass !❑Not Observable [IN3]1 ;exterior,the exterior insulation ; requirement applies (FR10). ;E] Steel E] Steel ;❑Not Applicable , 303.2 ;Wall insulation is installed per , ' ;❑Complies ; [IN4]1 ;manufacturer's instructions, i❑Does Not t ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitled.rck Page 8 of11 J Section Pla6$,:V.erified' Field,,Veri led # Final lnspectlon:Provgsions'� 4 Xompl!6' ,�Coenrrietit9 Ai surnipfi®ns- &Req.lp Value,; Va u'e.., ;€. ,. �.s 402.1.1, Ceiling,insulation R-value, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood - ;❑ Wood :❑Does Not Ftable for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable [Fill' 6 :❑Not A licable E [Fill' � � - PP� , , 303.1.1.1, ,Ceiling insulation installed per G: ,❑Complies 303.2 manufacturer's instructions. + #❑Does Not [FI211 :Blown insulation marked every '300 ft2, m .;a ;❑Not Observable ; ❑Not Applicable 402.2.3 ,Vented attics with air permeable ❑Complies [Fi22j2 xinsulation include baffle adjacent ;. v 4❑Does Not ;to soffit and eave vents that ;extends over insulation. '�❑Not Observable j '#❑Not Applicable 402.2.4 Attic access hatch and door R- R- ;❑Complies [FI311 ;insulation >_R-value of the E❑Does Not adjacent assembly. - '❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50= ;❑Complies ; - [FI17]1 ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. I❑Not Observable ❑Not Applicable 403.2.3 •Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or I ft2 ft2 ❑Does Not ;<=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. ' 403.3.2 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ; [F[27]1 ;determine air leakage with ft2 ft2 :❑Does Not ;either: Rough-in test:Total ;leakage measured with a ; -]Not Observable pressure differential of 0.1 inch' ; - - ; ;❑Not Applicable ; ;w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test.Postconstruction test:Total ,leakage measured with a ;pressure differential of 0.1 inch iw.g. across the entire system :including the manufacturer's air ;handler enclosure. 403.3.2.1 'Air-handler leakage designated ;,; ' ,❑Complies ; [FI24]1 ;by manufacturer at<=2%of t ❑Does Not 3 , ;design airflow. t❑Not Observable I' ;❑Not Applicable x03:1:1 ;Programmable thermostats r, ?❑Complies [Fl9.j2 ;installed for control of primary �•. `;;;' " ]❑Does Not heating and cooling systems and C"" r „ "M„'ray j': • a'' '” initially set b manufacturer to �,;. a' J❑Not Observable y y ,a ❑NotApplicable „N ;code specifications. ' "': i 4,03.1:2 ;Heat pump thermostat installed r 4❑Complies ; [FIlO]2 )'on heat pumps. ! ", I❑Does Not ❑Not Observable ; y z' �• :�:Y❑Not Applicable 4035.1 `Circulating service hot water r ❑Complies ; [FI1112 :systems have automatic or i ; ,❑Does Not taccessible manual controls. i❑Not Observable , :. -'J❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 .Low Impact(Tier 3) Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitled.rck Page 9 of 11 seetidn' Plans Verified' ;Field Verified, #' FinaClnspection Provisions . Complies? `Comments/Assumptions ° & R'eq.lm Value' Value, 40316°1 ?All mechanical ventilation system '❑Complies [17125]2 fans not part of tested and listed j❑Does Not 3 HVAC equipment meet efficacy =; ;and air flow limits. j❑Not Observable t ❑Not Applicable ; 403.2; Hot water boilers supplying heat ',t❑Complies E [FI26]2 through one-or two-pipe heating .. •j< ;' = ❑Does Not systems have outdoor setback control to lower boiler water r` ❑Not Observable temperature based on outdoor ' " °' '',❑Not Applicable temperature. ' 463.,5.1.1 ;,Heated water circulation systems + .,, - - ;❑Complies [F128]2 ;have a circulation pump.The ;.° I❑Does Not =system return pipe is a dedicated ,,x h. i❑Not Observable return pipe or a cold water supply ; z pipe, Gravity and thermos- v` ][]Not Applicable ;syphon circulation systems are not present.Controls for circulating hot water system ;pumps start the pump with signal ;for hot water demand within the ;occupancy. Controls `automatically turn off the pump ]when water is in circulation loop is at set-point temperature and 4 no demand for hot water exists. ; 403.5;1.2 Electric heat trace systems '; :❑Complies [F129]2 comply with IEEE 515.1 or UL w `❑Does Not x515.Controls automatically ' adjust the energy input to the ❑Not Observable 'heat tracing to maintain the i= ❑Not Applicable desired water temperature in the Piping. , .... 463.5.2' ''Water distributionsystems that ❑Complies ; [17.130]?'. ]have recirculation pumps that ) 'E: iy, ° f '" ❑Does Not pump water from a heated water "•"; ;supply pipe back to the heated _ �❑Not Observable ; a water source through a cold ❑Not Applicable ; 'water supply pipe have a ;demand recirculation water ;system. Pumps have controls ;that manage operation of the ." Pump and limit the temperature ; ?of the water entering the cold ?[ ` water piping to 104°F. $? 403'.5.4 Drain water heat recovery units ,`:;,;;'„ j❑Complies [17131]2 'tested in accordance with CSA = =❑Does Not 1355.1. Potable water-side pressure loss of drain water heat [:]Not Observable :recovery units < 3 psi for f ❑Not Applicable ; individual units connected to one "` :• {or two showers. Potable water- .;side pressure loss of drain water ? cheat recovery units < 2 psi for f�•, ':individual units connected to ,•�A ; ; a three or more showers. ; 404.1 '75%of lamps in permanent - ;':? ,•a, j❑Complies ; [F16]1 fixtures or 75%of permanent ;.;; El Does Not fixtures have high efficacy lamps. ?❑Not Observable Does not apply to low-voltage lighting. ;'. i❑Not Applicable ; , 404.1.1. ;Fuel gas lighting systems have ;❑Complies [FI2V] i no continuous pilot light. ❑Does Not j k ❑Not Observable ❑Not Applicable ` 11 High Impact(Tier 1) 2'. Medium Impact(Tier 2) 3• Low Impact(Tier 3) Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitled.rck Page 10 of 11 Section'` Plans Verified.` ' Field Verified # :Final 9nspection.Provisi6ns° :TCoiviplies,? Comeneaits/Assump ons &�ecy.ID !!slue Value ` 401.3 SCompliance certificate posted, a. ..`:° - ;❑Complies ; [FI7]2 l ❑Does Not ❑Not Observable t 4,"° 3❑Not Applicable ; 303.3 Manufacturer manuals for :' 6. ;❑Complies [FI18]3 ]mechanical and water heatinga `❑Does Not isystems have been provided. 3 " '•'❑Not Observable ; I ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 216253-AYERS Report date: 02/07/17 Data filename: M:\2016\DWG\216253-Tri-State-Ayers\Calculations\Untitled.rck Page 11 of11 c 2015 ECC Energy Ef 'odency Card ovate , , a .v �0 •• 0 .: .x - a. �R� M '4Sx - C rl +..:• t r. Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 0.30 Door 0.34 0.50 - °Si.r a;`,." Heating System: Cooling System: Water Heater: Name: Date: Comments ITION THIS SECTION 7209 OF THE NEW YORK STATE ON LAW 2)DISTANCES SHDVM HEREON FROM ERTY ARE FOR A SPECIFIC AND NOT TO BE USED LISH TY NES OR FOR CTION OF CES' ES OF THIS SURVEY 'S INKED SEAL OR ED SEAL SHALL NOT BE TO BE A VALID (1NDICATEDOHERE SHALL ALTERATION RUN ONLY O THEPERSONSURVEY OR WON THE SURVEYYFIS PREPARED AND ON HIS BEHALF O THE�TLEAnCOMPANY,(GOVERNMENTAL AGENCY AND LENDING INSTITUTIONLINES LISTED EXISTING AND OI�ASSIGNEES F IHE LENDING INSTITUTIONARE CERTIFICATIONS ARE NOT�TRANSFERAABBLLEE OUADDI ADDITIONAL INSIU O S OR SUBSEQUENT OWNERS. (5)THE LOCA ON OF BEARING WELLS(W),SEPTICLAND TANKSS(6»&CESSPOOLS(CP)SHOVAII HEREON ARE FROM FIELD OBSERV ATIONS TONS AND OR DATATRUE OBTAINED COPY ED(4)CERTIFICATION OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 �6Y/, 9/9 tel.631.1212303 fax.631.121.0144 adminagoungenglneering.com 'Al � < `� d� ®®� ®® Howard W.Young,Land Surveyor \� �a , \ ®ii, ®® Thomas G.Wolpert,Professional Engineer /199 , &� \ \` g #0 0 Douglas E.Adams,Professional Engineer Robert G.Tast,Architect dt �e V-:\,,� "< coo d�of pc lG 3 6 18 d' \ O "I ® \` c-% �'v0'r/� � c 00 dt`r'� oyt S°`'o\'7SC�\ SITE DATA o , \ � \` ® �6//c S AREA = 33,5'15 50. FT. ? 'i ., i� o �y�t5gg p@Q` 0 SEE FLOOD IN5URANGE RATE MAP PANEL NO.3610360166 H `vi�5 LAST DATED SEPT.25,200-R. c VERTICAL DATUM = NA.V.DATUM(1988) ®® fid +2.9 � �q 1�r` \ • 68055 F=LOOR AREA ON �. ^J' { \ \ "' "FIRST FLOOR"` 1864 SQvFT. -SEGONVjFLOOR,4 ;;r'°•(".�': �.-I w.`.,:-i =;--;�11,564 50.FT. HEALTH DEPARTMENT`OSE' V uiOfe 01 'I''yT� 4 M /� ® bb 'Q► /�' �!'� .N% \ 1't \ \ \ Oo'� 9hr I� I E.:.....,.. 1"fatvi.l,`i tiLT;s`' �.'i'i/.;,® L� I In � �� (9ig 1,Ale �8� V / ® A O r AL �I ®®�� !1, +.ra °J10 ® �s it h $q, �dsY e !� � 11\ ry0% I 1' v_p r� �� - - �� ® �o -_�i6 � er� �@^ � , i' ' I �, ✓`f�~ /�1 Ie 3 .�Py ® �-0 I 0 �..'®' I i ` J q, �,q,�r+� '��.. \. , a ;\ryQ• -- - / - - -- ---- -�_ -_=_ -_=r;e"--=- _=�=/-==-'`r-!'_-_•_� _� _ L. � - - -- - - -- c 6r/c@ �i ti—r-- �I .iii ✓:;:.;�,:+X1•< <�c' ,_� 7=1�"`A , i A, <S'�Pa<cyr i�3.93 ` �^J +� ;r 'ois/�o„ '4= n:Y1, i:.: c SURVEYOR'S C.ERTIFIGATION?':_�� (� 4. ,se r�r •e h., Q- . h j, ck�� `'. � � �, a(� �, n.ez+ •3 �� o �^ ' / / \ '7g9sc0�,, -r <o���o� B \/` ` ► I p `28 z' / %.1� �°' �` CQ.b@�.� ,?`�Si kS a �9 �,�' ��Yb. '� 91 T� � • 1 \ •6 • � �� �C�rm / ��./f ,J �'N \ ��O 1'p �� �® �.` �m q~ .�';� �' �� \ r /n .,P• �,Ow®ir C/y��i. �'/® G `,'�,- cf� -s�n- - - `� o C@r, d '1i>6�°y`ee/ I• ((? - \ " TH i �L fi / ' A/ /Tj@ A f (� ®^9APRto Te `r rye �p ® LOGAna+OF w3L N \ �� ® 1 �q ^ ��^ �O �� / S, / 'YAC / •.VV �'V�• ,` ��`___�z; �•...1.. In \ �v0// \� 9.90+ �o, ` `�i' 0 TEST HOLE /'� ® /�/Qy � p i / \ / /,, / HOWARD W.YOUN6,N.Y.S.L.S:NO.45 UCS roti". z •41' S BY McDONALD 6EOSGIENGE r\` ® \TG���y 3J13 p(�� C�4 / 2 ^ DATE: 06/14/16 0� F� 6 \� {� %�a \( SURVEY FOR w� o EL-14.0 0.0' CEJ ® 'b`5�i �J \ ® <%� \ �� \a WILLIAM AYER5 4 o o g DRAINAGE DESIGN CRITERIA �o�� 4 CALCULATIONS, JEANNETTE A�YERS o CLAAYE ® ' a 407 0� �: Q;�` V = A R 0 at Southold, Town of Southold �0cc���r A = AREA OF TRIBUTARY (5.17.) Suffolk County, New York R = RAINFALL (FT.) 0 = COEFFICIENT OF RUNOFF BUILDING PERMIT SURVEY of L.F. #1 WATER IN `\ ; ,cw / ,6 REQUIRED County Tax Map DIet,Ict 1000 Section"18 Block 0'7 Lot 51 SROM ' �� PAVEMENT Q ROOF = 1,609 SF X 2/12 X 1.0 = 268 OF CLAYEYSAN ` GRA55 = 1,100 SF X 2/12 X 02 = 51 OF MAP PREPARED .NNE 15,2016 (56) TOTAL VOLUME REQUIRED = 325 OF 14.0' \ , 8'DIA.DRYWELL WITH A GAPAGITY OF 4224 GF/VF Record of Revisions \/ 325 OF/4224 GF/VF = 11 VF REQUIRED RECORD OF REVISIONS DATE ADJACENT /� /� PROVIDED GENERAL AMENDMENTS SEPT.01 2016 11DJACENT AREA LOT COVERAGE ADDRESSED 5GDH5 NOIGA OGT. 12.2016 J P ALE SIN USE(2)-8'DIA.X 8'DEEP DRYWELL = 616 OF gp SrrrED 5GDH5 NOIGA DEG.01.2016 o FINE TO ADJACENT AREA = 15,443 50. FT. L.F. #2 o - MEDIUM SAND PROPOSED REQUIRED c (`-'P) PORTION OF 2 5TY HOU5E $ GARAGE = 1,256 50. FT. = 8.196 I PAVEMENT a ROOF = 3,562 Sr-X 2/12 X 1.0 = 594 OF CO DECK = 516 50. FT. = 5.796 GRASS 1,406 SF X 2/12 X 02 = 41 OF TOTAL VOLUME REQUIRED = 641 OF 50 O 25 50 100 20.0' 8'DIA.DRYWELL WITH A CAPACITY OF 4224 GF/VF a HI&HE5T EXPECTED TOTAL = 1,552 50. FT. = 11.896 1 641 OF/42.24 6F/VF = 152 VF REQUIRED Scale: 1" = 50' GROUNDWATER EL=2.8 , PROVIDED t 4+.IOE�l7Q'2016 El = MONUMENT SET ■= MONUMENT FOUND 0= STAKE SET A= STAKE FOUND ®= PIPE SET (g= RE3AR d GAP FOUND = NUMBERED FLAG �•DYCts> 0l5l6,16c"-2 1 0085 I OF 5 USE(3)-8'DIA.X 6'DEEP DRYWELL = 164GF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECNON 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.12'7.2505 fax.651.129.0144 admin®youngenginearing.com Hov4ard A. CASTIRON Thomas G.Aolpe t Professional Enginnd es r FRESH AIR INLET Douglas E.Adams,Professional Engineer 'I Robert G.Tast,Architect ACCESS COVER 0 I ry FIN. GRADE 517E DATA Po MoA AREA = 55, 515 50. FT. FLOW 11 SEE FLOOD INSURANCE RATE MAP PANEL NO.561090.0166 H / LAST DATED SEPT.25,2009. Ln f 0 VERTICAL DATUM = NA.V.DATUM(1988) c' • &ROSS FLOOR AREA\--4'I Pl/G 0 2.00095 MIN. FIRST FLOOR 4II CAST IRON PIPING TO = 1864 SQ.FT. i11 \1\ ` 11� SECOND FLOOR = 1,864 50.FT. \ 1 HEALTH DEPARTMENT USE EXTEND 2 FT. MINIMUM INTO + FOUNDATION WALL CAST IRON TRAP 01 N N O TYPICAL HOUSE TRAP DETAIL SURVEYOR'S GERTIFIGATION—•._. PROPOSED HOUSE FINISHED FLOOR EL=152 1 a EL-1-7.0 E FINISHED&RADEell OVE M' EL�3. R EL=13.0 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 LAND c3V I C11 0 I'MIN. g 4" DIA PVG 0 2'MA"' z'M1�c. SURVEY FOR 4" DIA PVG WILLIAM AYERS 4 IE=125 PIPE g1 2,00 , 20.00' JEANNTTE AVERS �) IE=12.0 PIPE (g) 1.0090 0.50' FLOW LINE IE=IIs IE=112 at Southold, Town of Southold 033' o Suffolk County, Nevi York BUILDING PERMIT SURVEY County Tax Map District 1000 Section-IS Block 07 Lot 51 EL=5.8 HIGHEST _K MAP PREPARED JUNE 15,2016 8.00' '8.00' EXPECTED &ROUND WATER in Record of Revisions EL-2.8 RECORD OF REVISIONS DATE 1000 GAL. SEPTIC TANK (2) LEACHING POOLS 6ENERAL AMENDMENTS S>=Pr-O-r 2016 n ADDRESSED SCDHS NOICA OCT. 12.2016 (500 S.F.S.WAJ ADDRE55ED SCDHS NOICA DEC.011,2016 J O • HYDRAUL I G PROFILE NTS 50 O 25 50 loo o IL Scale: I" = 50' J05 NO.2016-0085 O = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND 0= PIPE SET (j)= REBAR 4 CAP FOUND = NUMBERED FLA6 DWG.2015_0159.2OIb_0085J:p of 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.1212505 fax 631.121.0144 adminoVoungengineering.com Howard W.Young,Land Surveyor Thomas G. Wolpert,Professional Engineer r Douglas E.Adams,Professional Engineer d II 11 11 ® 1111 '•� 4II-6 24I-OII 151-611 Robert G.Tast,Architect m Cl I I O SITE DATA umi �+�md -1 AREA = 55, 578 SQ. FT. o — FLAST D INSURANCE RATE MAP PANEL NO.56105CO166 H D SEPT.25,200q. Do o I VERTICAL DATUM = N.A.V.DATUM(1985) s HEALTH DEPARTMENT USE / a�9/sme sI N O / a C, —y] 7 77 � � GARAGE 1 Ln SURVEYOR'S CERTIFICATION 5� I - tame+see V�= 6 , CST a I.a HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 m I C, �. Y� ��* _ SURVEY FOR ° Y41LLIAM AYERS 4 �_ ElMFrldAA11rA ROO cn JEANNETTE AYER5 � 4, at Southold, Town of Southold I Suffolk County, New York '�. BUILDING PERMIT SURVEY County Tax Map DI51rmt 1000 s..tIOD 78 Block 0'1 Lot 51 N w l MAP PREPARED JUNE l5,2016 ` ¢ Record of Revisions sk RECORD OF REVISIONS DATE GENERAL AMENDMENT'S SEPT.O 12016 m ADDRESSED SGDHS NOICA OGT. 12,2016 1 y l-O II 23,1-/N l ry 1-611 ADDRESSED SGDHS NOIGA DEC.01,2016 0 1 I c � 0 Y , M BASEMENT PLAN Scale: N.T.S. JOB NO.2016-0085 DWS.2015_01592016_0085_bp OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE MOTTO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d:CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11401 tel 651.•12'12505 fax.651,729.0144 adm(n®youngenglneering.com _ 1 Howard W.Young,Land Surveyor sD$ Thomas G.Wolpert,Professional Engineer 9 Douglas E.Adams,Professional Engineer a 4'W 1H$ 24-(r ! 13'$ z$ 4-10' 4'-1r 4'-11• 4'10' ' ra• Robert G.Tast,Archltect 0 0 Cl TWQB41 TWIM8 � ` TM 51TE DATA 8-11 B$ 3'-81? Tp14pERB] �0fi8 TEMPEREfl PWS TEMPERED AREA = 55,45 8 50. FT. O N M] � _ / I%yl 0 SEE FLOOD INSURANCE RATE MAP PANEL NO.3610300166 H _ ------n�m�a ---- - -- --e?r b r a LAST DATED SEPT.25,200q. CO ----- ---------------- VERTICAL DATUM = NA .DATUM(1488) FVNi� BEAMS TO BE OhlLFMMENAY.Hr N HEALTH DEPARTMENT USE JL 'E-m 138B18r$ - o c�J K TCHEN N 11F) � SOFT I I QLMV&%OOM ��gLIGFR-REO.V.111 SUPPLY(71.32) ids -- VEM#0.¢1.88)S9IPPLY(45.33) 1A' d'$ 4'$ r3- m -----b -e ^ BEAMS TO BE DETERMINED - ——— BEAM FLU BE ERINGMIN® ——————— 1YV1846� .' - "FN118068�- RUSH CE�B.ING �L i————— RUSH CEIlING �PERE 51 SURVEYOR'S CERTIFICATION N I I Dov/ Go II BEDROOM#4 / :J 181SOFi p - RNCi87A 8' s$ 12'$ s$ 3'-2• Te 1 i, a��:�'t h ^�'�` i 7'{ �4 ^ — TO BE DETERMINED BEAMS70 BBEAN E DEfFRMM® _ ----BEMIS TO BE DEERMMEBEAMS ^ " ) CJ• •n�: _ RUSH CELM0 RUSH CERING —————RUSH C—EL T1Y181G LIGHT-HEO.(1.1 SUuPPLPPLY(A(54!72) VINfd2E0.(7.84,sY(13.821 ,�q4 ,.F7- - G s,;c _ ^� !✓` ' U) r-----SME OPJ_toog ---- z$ i UP HOWARD W.YOUNG,N.Y.S.I-A.NO.458434, i FOYER I r OPEN '4 I� 'r 2-6 2-8 ...,4.� $ DINING __ __ N� ,o '� If 5upvr=y FOR 4M)WYYMFOA� 12 c ^ PANTRY 2-6 Dl I I BATH WA��H JE,4NNETTE DYERS $ =5== 5$ sdr L"' «oT at Southold Town of Southold a ---- BEAMSTOBEDEfEW- ` B TH zc B 9TOBEOEIERM Suffolk County, New York ——— B E _1RJF -_ ' BUILDING PERMIT SURVEY TY7 7Yn�3 16 1 tL�noa1 Twom T County Tax Map District 1000 Section-16 Block 01 Lot 51 TMIT 17 rNT3017 6' T 1D$ S$ 4• B$ 4• B 3' WIT 49 SW 4=9 SW "Ilia, 41.1. T-T -r 6'-Y 31- MAP PREPARED JUNE I5,2016 W4r Record of Revisions RECORD OF REVISIONS DATE GENERAL AMENDMENTS SEPr.OR,2016 a _ ADDRESSED SGDHS NOIGA OCT. 12 2016 ADDRESSED SGDHS NOICA DEG,OR 2016 0 C O C] GO 0] a FIRST FLOOR PLAN Scale: N.T.S. J05 NO.2016-0085 D1049.2015-0154-2016-0085-bp 401'5 IZED ITION CTION 7209 OF THE NEW YORK STATE ON LAW (2)DISTANCES SHOWN HEREON FROM ERTY LINES TO EXISTING ARE FOR A SPECIFIC PURPOSE AND NOT TO BE USED TO ESTABUSH PROPERTY NES FOR ERECTION OF IES or ALL NOT BE TO BE A VAUD E COPY (1MDCATEDOHEREON SHALLALTERATION RUN ONLYTOTHEPER ONSURVEY FOR WHOM E SURVEYFISOPREPARED AND ON HIS BEHALF O THE TICOMPANY.GOVERNMENTAL AGENCY AND LENDINGPNSTITUTION LISTED HEREON,AND O THE ASSIGNEES OFF THE LENDING(INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TOADDITIONAL INSTITUTIONS OFENCES. SUBSEQUENT OWNERS THIS THE LOCATION OF BEARING HELLS(W)•SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON�ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED(4)CERTIFICATION 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.121.2303 fax.631.929.0144 I admin®youngengineering.com Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer 9 I Douglas E.Adams,Professional Engineer d Robert C.Tast,Architect g 6a4r 0 tool V4r 18'4r 2XV 13'$ N 4'8 SW T3 UC T-3114• I '8314• SITE DATA N PAt se AREA = 55, 5-18 SQ. FT. o !SEE FLOOD INSURANCE RATE MAP PANEL NO.3610860166 H 1x•107116 it TIMPFNE0 % TEMPERED LAST DATED SEPT.25,200q. cI VERTICAL DATUM = NAY.DATUM(1988) N _ ___ ———————— BEAMS TO BE DETERMINED——— ——— HEALTH DEPARTMENT USE 3 -----------�—LINE OF FLOOR BELOW ------------ 17 m E" c1 ti BEDROOM#1 2*W iBEDROOM#2 ve+TREa(t3 ie BL�vLr(ae N -- - _ ---- 164 SQ FT VENT4iEW 7.) 1W 6.1 131 6 16-0• -73118• SURVEYOR'S CERTIFICATION 3-0 FLUSH CEILING BEAMS TO BE DEELRMN® TW304 3l TEMP67® • FLUSH CEILM f�+� a.•••"•... Ll 4'y6 ^—_ w i ems. N AMERICAN SR) roJ'�: '. �,.•., i t� �'� .` IIWALxaN I t I LAUNDRY z 335116 BoaiBHG7Hs / �`y0 `i - (..f.i 11 W 8' I LxOSEF• I f- H 1"1111 o I C f �,� �`'l' ..,'1„a• t�:�` ° m m BATH#2 t n 2� L J o - m aw allcr BATH#1 r3• 23'1• - -T m B-0• a L �} ''�;� '`- •, Zv VSB 30 VSB 30 - BEAMS BE DEIEFbM1Nm "1 - BEAMS TO BE DEfERM84� FT. CELING FLUSH CEIUNO �''}�'• a �_y�'�/' •��� J E M�A ————————————————————— —— — 1 MNi FLUSH CF1l1t4G FLUSH CEILING Tw1B48 SHOM", I �1 J H '13 68- \ / /���..•,,.•,,,a•"` 'C ' X N HOWARD W.YOUNG,N.Y.S.L`.S.NO.45893 / S.D.54 \ LINEOFFLO RBEL W 23 —— 9 SURVEY FOR 3 6-1D314•6-1D314• 4 -1D314• 4 � OPE I m Y41LLIAM AYER5 4 BED JM i � T i JEANN TTE �4YER5 Wim, I b at Southold, Town of Southold kI LIGHN=(18.86)SUPPLY((5538) STUDY CLOSET a VENT4MQ(8A4)SUPPLY142n I sa• r=31.2 5'fi' 86 SO FT I I Suffolk County, Naw York ——— ,, ?v I SUILDINCG PERMIT SURVEY LINE OF7F•FL BELOW BEAMS TO BE DETERMINED — -----u7FA —_------� ____ ----- BFAM6ToeeDE4FxA1u� — County Tax Map District 1000 Section 98 Block 01 Lot 51 _ TwaDts rw3oa6 MAP PREPARED JUNE 15,2016 - Tw364a Tw3a1s ad 61 7' 1Ir e'-0 a a-z Record of Revisions '3 6L 3'6711 S 1• 3'•7' 1r-0' 3-r RECORD OF REVISIONS DATE tri 6 16 6 GENERAL AMENDMENTS SEPT-09 2016 oADDRESSED Se-0145 NOICA OCT. 12,2016 c eBa ADDRESSED SCDHS NOICA DEC.O-I,2016 C - O - DO SECOND FLOOR PLAN Seal®: N.T.S. JOS NO.2016-0085 DWS.2015_015q-2016_0085_bp OF 5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE'EDUCAMON LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CFATIFICAMONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(D).SEPTIC TANKS(ST)A:CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. q 400 Ostrander Avenue,Riverhead,Naw York 11901 hS��O I tel.631.'72'72303 fax.631.12'7.0144 oo pc9�'�5 admin®youngengineering.com Howard W.Young,Land Surveyor ineer `�,a�E31 �0� ®�' Thomas r—s Douglas E Ada s,Professional Enart,Professional gineer v� Robert G.Tast,Architect co g1 �oo �j� 3e , rd 0 5S `` "k,;., y ���� '��`• ,P'� �,\ S `►\ �' \ ^� sw� SITE DATA 00 � 9 5�q� p„5 � ' ,/,� S AREA = 55,5'18 90. FT. 01 \/S`S �Jj '• !� •SEE FLOOD AREA RATE MAP PANEL NO.361030.0166 H DRAINAGE INSPECTIONS ARE REQUIRE LAST DATED SEPT.25,2009. o„ ''� '� > °' \ � Contact TOS Engineering at 765-1560 be re VERTICAL DATUM = N.A.V.DATUM(1988) \� +z9 �q. Q.q \ <cte\ Backfill, OR Provide Engineer's Certificati n 6 FIt25ST FLOORFLOOR AA = 1864 SQ.FT. S °� �• I �� `'> \ SECOND FLOOR = 1864 SQ.FT. �ypl �..� ' 1 ' z q,� i'� \ \ ��/+1� that the drainage has been installed to C e. HEALTH DEPARTMENT USE '2Q � oTOR Al > X5APPROVAL OF S i ��I ?e, e e►�� J �s i ' `� �e \ \ o 6�,e WATER MANAGEMENT o I > i I ► arid ;' s- \ \ \ rydy, ` �ete�AR _ o Code, �v+'' `moo ' i.. 11 , ; �o �Lwe� c� d r?36 � iAppr .yrs " I � �' � i i :L � %,�t �6//�C'�6 a � y'� �ten' ' � • , o 'S CERTIFICATION •11s.ary/ •gq�'y,T +ja I s �, + r3o�~ ^ 41 QF I�E cp�p^ �� �� `•� / ryt� s7� �o ; / ��z G�sj b \ I \` C^'bde e'l •`5 / ` ,��ll'y dL�'�'.��RT4 q�y Q�E�Se } �.\k' eb a�`� • ` ,h'►�"CQr'► �^ro•4 ,y g,s Is' ��,' �i> jm'Y® p'��/ep„c--i'la, ycf/(p O/SION/t/SEDIMENT CONTROLS 0. , i I�bo ' ,„ s /{ 5,�'`'�� w e��'/s e^/�Shall i Jude but not be limited to: � LOGA,GNQYBL :7 / 9ao ^ 17& /A� A w� maintained Construction En ncP, \ �d I \ q��.•1 . 1 •` 0.�0 00, \ � ci Wife Backed Silt Fencing, stabilizati n & TEST HOLE � � f , eya 9.9 0 �" �, ' Ji �0 �` �,,8' Seeding of exposed and/or inactiveIIS 'YOUNG,N.YS.L.S.No.46893 `E r,`� ` r, Nkkl:�6 BY McDONALD GEOSGIENGE 'EL-140 DATE: 06/14/16 O.O' Qc >EJ S t��,4p} sem• "1 � �4J �°,, \ / P 5URVEY FOR to s , Y41LLIAM AYER5 4 0 �% 011DRAINAGE DESIGN CRITERIA JE,4NNETTE AVERS Q BROWN ' 9 koc�o�o�'� CALCULATIONS o CLAYEY �� : 4.1 oc �, o`er v = A R C at Southold, Town •of Southold SAND( \ ' Yi p�' ���� A = AREA OF TRIBUTARY (5.F.) Suffolk County, New York ' ���J o, R = RAINFALL (FT.) X�� G = COEFFICIENT OF RUNOFF BUILDING PERMIT 5URVEY `(`wo /, �P/C�\ `Q REQUIRED County Tax Map District 1000 Section WATER INBlock/ "18 Block 07 Lot 51 BROWN \ PAVEMENT 4 ROOF = IAOcI 5F X 2/12 X 1.0 = 268 OF CLAYEY i /' GRASS = 1,100 SF X 2/12 X 02 = 51 OF MAP PREPARED .NNE I5,2016 SAND ` , TOTAL VOLUME REQUIRED = 325 OF (50) \% / 8'DIA.DRYWELL WITH A GAPAGITY OF 4224 GF/VF Record of Revisions 325 OF/4224 CF/VF = '1?VF REQUIRED DATE 14.0' �` RECORD OF REVISIONS \� PROVIDED GENERAL AMENDMENTS SEPT.071.2016 ADJACENT AREA LOT COVERAGE USE(2)-s'DIA.X 8'DEEP DRY)NELL = 05"76 GF Annar-SSED 5:i 05-76 OCT. 12.2016 WAER IN ADDR D crux NOOAA DEG.O'f.2016 1r _ PALE BROWNENDED BUILDING PERMIT DATA _ FEB. 14.201 1 ADJACENT AREA = 15,445 �J'Q. FT. L.F.�-F #2 — MAR. 16.201'1 o MEDIUM M SAND PROPOSED REQUIRED ADDED SWMG DATA (5P) PORTION OF 2 5TY HOUSE 8 GARAGE = 1,086 50. FT. = -1.0% PAVEMENT 4 ROOF = 3,562 5F X 2/12 X 1.0 = 594 OF GO DECK 5"16 SQ.-FT. = 3.'196 CRASS = 1,406 SF X 2/12 X 0-2 = 4-7 OF c TOTAL VOLUME REQUIRED = 641 OF 50 0 25 50 100 00 8'DIA.DRYWELL WITH A CAPACITY OF 4224 GF/VF Scale: 1" = 501 Ja HIGHEST EXPECTED TOTAL = 1,662 SQ. FT. = 10."11 j 641 OF/4224 GF/VF = 152 VF REQUIRED GROUNDWATER EL=2.8 PROVIDED J08 NO.20141 = MONUMENT SET ■= MONUMENT FOUND STAKE SET A= STAKE FOUND ®= PIPE SET 0= REBAR 4 GAP FOUND = NUMBERED FLAGDWG.2015_0159-2Oi6_0085_bp OF 6 a USE(5) =8'DIA.X 4'DEEP DRYWELL = 160 OF i r 1 dO I oo1-uol7vpuno}-5900-910r-b510-SIOL'9MQ -)V'LI Q3NGG-4 IN = 04ilOd.1V7 9 NV83N =Q 135 3.11.4 _® QNnOd 3>IV1S =v 135 3NV.LS =0 CW0=J 1N3WnNOW =N 135.LN3WrIN0H = p 5900-910L'ON 80r .or, = NI °0112,29 P r 0 001 05 Sr O 09 LIOr SZ'9fPd NOIJ.VI-101 NOI.LQWIod Lioc 91 Ate_ 35rdNQ-v-I 53 0 9100 LoTv3a— '�S3L�FLCtI �— >\ 9100'cam 31vQ SN0ISIA3S-40 CWOo3a SUOISIAOb 40 pJooOZ{ j r, c 910E'SI 3NM Q321Vd3+Jd dVW �Q,`�r r ` i IG s°i LO f°°,a 61 N°u°°s 0001 z°11s91a d12y4 x121 fijuno0 �\�p4p .kaA 1n9 NOLLY001 NOI.LIVCMOa �IJ0,J, MON 'NUMO-� �iIOWG aJ"�� 6 ploy4nos }o uMol 'ploW4nos 40 �ot, s ® \ GNaokv 1�410� Noy ;aAws / 2 / d, iO� d ® \ V Q NV-7 eb95ir oN s J.N ISWIOA'M CrNVMOH ,c✓ a / / y .4 Q C".� O�S / .•/'%`Gs/��®bG`i / t�,�� �•� ark s�4 O �•I®/�� `\ CA ed ' ell ^'� 5 � b / / o �'°i o�S o4tiy�/ �•(,yi' � i' YO : .g J•1�.5 � .6 ®� .��t��• Sv�i7�gv o F 1 =,.`.,a {+� -� / ��O ' ' '�I mac` o" �'c' 4 '� ®moo .'�6J.3ItTJn5�G1Ny-1e'p�10, d0 NOIld1705�'1/31'd1S BOJ. o, •d 'a �� �i,4,sb, G9 v b MSN 3Ml a l p3J dOQ�d 21(15 QNH'1 TJOd 37110Y2!W d0 3000 3HL / `��o�j i /tiff \ r� c a J 7 �bQib o "b r 3ON`d til �dd321d SVM J.3/�T�f15 51H11�dH1 sa3Av � ,�YG / / �� "o �o4,4d \ 4CyO �'3,N, AV W V 1111M Ol A=A1XbJ3J AZ3N2H 3M r o y/bj� 0 71 All ftw 91& _NO 1'dVWI1J�7 IAZ G.N0 Ins / o,/ <c / \ \ , •`,\/(•/Q \ , �.� �7� o 00. / 16> iO ��'\ r" a 23 o - - - o - / ,� Ile iraolfYW asn 1WNaLwciaa H.Lw3H �?o ®® \ /„ \ N 'boor'Sz'1<135 Q31VQ 1 1 5V e . 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FT. N adminoyoungengineering.com *SEE FLOOD INSURANCE RATE MAP PANEL NO 56105,00166 H lel h .�.y LAST DATED SEPT.25,2009. V b� pliq ����� ®�HEAL ������� / Howard W.Young,Land Surveyor '9 � ry / ® Thomas G..Adorns,Professional Engineer �Dr���� �iIVATER R u d , //�\ ® ® Douglas ®�iQ��®e o\� er E Adams Profasslonal Engineer o \ ,� w ® E Robert G.Test,Architect dt, \ � ®® ® HEALTH DEPARTMENT USE D 0� .� � � s�� \ ,�° �® �(/ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES a "V +4. PRO AL OF CONSTRICTED WORKS FOR Ln y..' h o� o cs o., S U b \a�stg�p, \ ^� � ` A SINGLE FAMILY RESIDENCE w ®� ? \ ��;:y '• Y`* �` \ `'��;, ®ateJAN 2 4 2099 H.S.Ref.No. 00�v60 The sewage o.sposal and Water supply facilities at this;•.cation have bee I \ inspected and/or certified by this®epartmen or othc j �L, c,F s and found 01 Chief be satisfactory FOR A 61�AXIIUIlJ�AaF SEDla0c7f,95. ®® web a ®�.%b �t \ 4 \ \ \ /moo �>304 er, P.E., Chief ® \ \ o F Craig Knepp 0s�®� � o ® \ / � \ °� � \ .ry°� `� nagement °® I o I\ \ ^�o e� sa. O / SURVEYOR'S CERTIFICATION ` sir" Pmt ./ �,'/ .�' � S 7 0 � v � ��� \ 794 vI � \ \e^y'\ O rw0 /j gy��Vo^ / «WE HEREBY CERTIFY TO WILLIAM AY 5 &;J EAIN�E�TTEz q �,., , / �, AYE R S THAT THI5 SURVEY WAS PREPA DEIN ACCORDANCE WI -��Y / ❑ a ry� �� / / /�O„ / THE GODS OF PRACTICE FOR LAND SUR 5 ADOPTED,,BY'`THE NEW /� Qtco 9 YORK STATE ASSOCIATION OF PRO QO •LAND SURVEYORS.— qS od '?> ">��z`�D�o > Q s p Q'� i -<.�=' t r \` cgAeen �sy� 9' 2B tq�0 Z0(l�* h� 1, G�! N3 \\ F`^K-7 �9 /IIp, a 0FFIL q e o� �® e0y -k ,s' v% / \ ryb o seS/ HOWARD W.YOUNG,N.Y.S.L. .NO.4589 . t S J F3 `N ` 0 \ `y� ��^/ `� �t0 OHO. \ �b Ejo �0 p�i- `0 �. / .s / ' / 5URVEY FOR ty / Y41LLIAM AYERS 4 JEANNETTE ArYERS o,,�$ �a �� at Southold, Town of Southold Suffolk County, New York � c� 40c �6 FINAL SURVEY �O4a County Tax MOP District 1000 S9otTon'75 Block 07 Lot 51 ® w Ok MAP PREPARED JUNE I5,2016 Record of Revlslons REVISIONS DATE &FNERAI- AMENDMENTS SEPT.O7,2016 ADDRESSED SGDHS NOIGA OGT. 12,2016 o \; ADDRESSED SCDHS NO[ DEC-07,2016 SAWN I TARY MEASUREMENTS AMENDED eUILDING PERMIT DATA FEB. 14,201"7 J ADDED SWING DATA MAR. 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GRADE �„-, AREA = 55,518 SQ. FT. N x`11 ,1"�, FLOW FLA79T D INSURANCE RATE MAP PANEL NO.5610360166 H / D SEPT.25,2009. o _ _f • VERTICAL DATUM = N.A.V.DATUM(1988) • GROSS FLOOR AREA 411 PVC @ 2.000% MIN. SECOND FLOOR = 1,564 W.FT. 4 CAST IRON PIPING TO FLOOR = 1.664 SQ.FT. N II EXTEND 2 FT. MINIMUM INTO -''1 HEALTH DEPARTMENT USE 2 FOUNDATION WALL CAST IRON TRAP s1 N \ A N ' O - - _ TYPIC-AL HOUSE TRAP DETAIL a NT5 - - - - _ SURVEYOR'S CERTIFICAT PROPOSED � F�'� W Y HOUSE co6G f K1 r�i(IeI L''i I ft FINISHED FLOOR EL=152 /`. ` --• �-Li:�-r,;� .,=t�l� EL=1-10 FINISHED GRADE E G.I.COVER ''5803 EL-13.9 �+ EL=15.0 -HOWARD W.YOUNG,N.Y.S.L.S.NO.458,015 MIN.2'Mi'MIN. 4" DIA PVG Ax 2'MAX. SURVEY FOR 4" DIA IE=12.0 20.00 PVG WILLIAM A4YER5 4 IE=12.5 PIPE 2.00% ' PIPE @ 1.00% JEA4NNE7M A�YER5 k1 FLOW LINE IE=1I.s 1E=IIs at Southold, Town of Southold n 0.55' o Suffolk County, New York BUILDING PERMIT SURVEY County Tax Map Dletrint 1000 Section 78 Block 07 Lot 51 ' EL=5.8 • HIGHEST z MAP PREPARED JUNE I5,2016 EXPECTED 8.00' 8.00' GROUND WATER in Record of Revisions EL=2 8 RECORD OF REVISIONS DATE 1000 GAL. SEPTIC TANK (2) LEACHING POOLS GENERAL AMENDMENTS SEPT-017,2016 ,A7�1�a�r :rn SGDHS NOIGA OCT.I2.2016 o' (500 5.F.5.W.A.) ADDRESSED 5-'DHSNOIGA ' DEC',oi-2016 c AMENDED BUILDING PERMIT DATA FEB. 14,201"1 0 HYDRA4UL I G PROFILE ADDED SWING DATA MAR. 16.2019 ' NTS m 50 0 25 5b 100 0 a scale: I" = 50' J05 NO.2016-0085 O = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND ®= PIPE SET Q= RESAR 4 GAP FOUND ?NUMBERED FLAG DWG.2015_0159�016_0085_bp ? OF b (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W)•SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 tel.'651.'72'L2505 fax.651.127.0144 admin®youngengineering.aom Howard W.Young,Land Surveyor : Thomas G.Aolpert,Professional Engine®r Douglas E.Adams,Professional Engineer d ' Robert G.Tast,Architect 0 I w-0• m , ryo 24-0 �, 51 TE DATA �I AREA = 55, 515 50. FT. o _ •SEE FLOOD INSURANCE RATE MAP PANEL NO.5610500166 H LAST DATED SEPT.25,2009. c -- _ • VERTICAL DATUM = N.A.V.DATUM(1986) NF- ----- HEALTH DEPARTMENT USE i c iI CONCRETE FOOTING 3 o r-ta saa� m>Y ra a• a'r t• s I' r-r . 4--r TYR SURVEYOR'S CERTIFICATION "`t" -i I J _j -E-77-R- -- D-----51 2 rT, I r- --I I `-I;•� t t _____ I I__ ,_vat _ ° l ^i I HOWARD W.YOUNG,N.Y.S.LA'NO.45893ANI ` ( 5- n SILL PLATE I SURVEY FOR ' + INILLIArM AYERS 4 I � FOUNDATION WALL ANCHOR BOLT JEANNETTE AYERS at Southold, Town of Southold Suffolk County, New York iT tJ HMA' 18'd BUILDING PERMIT SURVEY County Tax Map Dl.tTfct 1000 SactIDR-18 Block 0'1 Lot 51 MAP PREPARED JUNE 15,2016 Record of Revislons RECORD OF REVISIONS DATE GENERAL AMENDMENTS SEPT,O'i 2016 m SED 5GDH5 NOIGA OCT. 12.2016 c ADDRESSED 5GDH5 NOIGA DEC,O"1,2016 AMENDED BUILDING PERMIT DATA FEB. 14 2011 ADDED SWMG DATA MAR, 16,201 c DO DO , o - BASEMENT PLAN Saa1e.- N.T.S. JO5 NO.2016-0085 DWG.2015_O159.2O16_OO85-1:p OF 6 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIRCATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(S»R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.7212305 fax.651.121.0144 admin®youngenglneering.00m Howard A.Young,Land Surveyor Thomas G.Aolpert,Professional Engineer 9 Douglas E.Adams,Professional Engineer d Robert G.Tast,Architect 0 �I RD r a 13 s 51 TE DATA Pat 10'-e91T' 1C 16' 7.3 1hr W-93M' d'•1 4'•11' 4'•8 7 !{' '•813/7 3t2118' T-2 Vr 7-21V -213116' AREA = 55, 575 50. FT. S a�2� a 64 *SEE FLOOD INSURANCE RATE MAP PANEL NO.3610360166 la i V446LAST DATED SEPT.25,200q. m o F 7o-s TEMPERED F4Yf7BD6B TEMPMD FWN6D66 TEMPERED « VERTICAL DATUM =N.A.V.DATUM(1988) TwM •-----^rIINESFTLODRABOJE–�••�-- –•� - NI HEALTH DEPARTMENT USE 7rrocaA4zwi542 WJ642 I "1 I yy 06 I wJoe2 IW2142 C1 mR1B1110% Tww N 'L as FORTws BOXARELOCATEDINMODuLEB'PAHIRY• - C.11 "" 2JS 6p FT 6 5TF= FON t_�_ 024 T Tab' KI N l 1 LIVI GROOM BED 44 ucHTaiE7:t1To S(wPlY1�21 UGHT•RED 111A)SUR'LY(66.7'3) VENT tEQ(&?)SLMY(J1R) VEM•HED(13.T}SUPPLY{45.36} s'NOTE.W WHEN CABINETS,COWLTERTOP, � 1 3 _j ^ ANDSMONSMIY87)2DER I I R F ^ SURVEYOR'S CERTIFICATION . W[IC24M121W721 W27A2 1W3010� RW3621 I r BEAMS TO SE DETQUdINEp (2)1112'X679'LVL BEAM PER MODULE _ ___j)1 k•X91W'LVLW1JPERMODUIE_ o� L FLUSHCEILBq r ---- ——FLUSHCEWNG FUAH CEILWO 7 ss 4 �`­ DININGROOM 2b -- – -- ------IuaEOFFLODRABOVE_-__-- 3C O `�' n3c 227 FT 41 i:fi(2 (7 LIGNT$EQ,117L16)SIMPLY(SA) -- -- 1 � (� • � Irl VENT-REDpa/)silPFtv(2ze) -- - , 24 FOYER OPEN M o - nd0 a ABOVE kOWARD W.YOUNG,N.Y.S.III NO.45 I o PANTRY '•6� 2.6 3:r !M'F WW ALK-IN I - ``�. ! t' �7 ry -- �,.•`' nA SIR:SHELVPIG a Sg ON$ITE SFIECVNG @ – $ TEMPERED TEMPERED ; BATH#3 W 5A N#4 R „ SURVEY FOR a (�YTI SRAN6DM T� g 757 w �­1 FMr w0 4r&F TING WILLIAM. AYER5 4 Q OORTWSO "SUEwm H A.SSM N P �,2•aF - JEANNETTE AYERS of Southold, Town'of Southold (L nN" 6 TWnDss TrnyrrJms Trr01fi rirJD6is W5 Suffolk County, New York 6' d' S•4' d' EX !1 s 4.9 me 1 6-z fit 7 BUILDING PERMIT SURVEY 1r -c se 1- County Tax Map District 1000 Section le) Block 01 Lot' 51 MAP PREPARED JUNE 15,2016 Record of Revisions REWORD OF REVISIONS DATE GENERAL- AMENDMENTS SEPT.07,2016 o An7�a–r= ^:ufl7 NOIGA OCT. 12.2016 c At7T7RF SSFr) 56DI-19 NOIGA DEC,09,2016 AMENDED BL1II DINS PERMIT DATA FEB. 14,201"1 0 o` ADDED SVVMG DATA MAR. 16,2017 0 y sm ' F - a. FIRST FLOOR PLAN Scale: N.T.5. J05 NO.2016-0085 DY".2015-0159-2016-0065-bp 4 Of-!6 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHDM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)B CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,Neal York 11901 tel.651.121.2505 fax.651.'12'1.0144 admin®youngengineering.com Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer 19 d Robert 0.Tost,Architect o 24-(r SITE DATA Im T 716' 3'•4,R' S-410 .916' d 3!.6 • r-3 11C - 4'•B 314' p+og Lpmg sI 1s'.r 4'-t a• e'-04'FF 39 s AREA = 55, 5'18 SQ. FT. m TIMM FWH6068 +I6 *SEE FLOOD INSURANCE RATE MAP PANEL N0.56(0560(66 H 0 �e [p LAST DATED SEPT.25,2009. m O --—773) 11 °� VERTICAL DATUM = N.A.V.DATUM(1988) X 18'LVL HDR m � TEMPERED 6-0' Qd/ �' \ / � ' w WALK-IN RUNDIWNANDWAiFR \\ ; HEALTH DEPARTMENT USE s N CLOSET ?� BEDR00M#1 FOR FREE BTMipNO NB \\ i po9L}mg ON SITE BYBU6DER SNO ,,,/B(TE j - BEO¢R0� #2 UGHT-REQ(27.3)SUPPLY(4s,) '�R`P" N UGff-REQ(24.16)SUPPLY(412) ONSITE SHELVING VENT-REQ(T3.66}SLtPPLY(7J,51) BY OiKRS , o VENT-REO(1Z06)SUPPLY(216) / \ I i / \ •4 ' BATH#1 ROUGHF'LLMBONLY PANELED 4:6" n WAINS iV 4MFFBATH 42 -� _ ( ROUGH PLUMB �{ •V'�� '� '_7 q a,LY (_yl SURVEYOR'S CERTIFICATION 1'46' 2.6 2B (� 2-6 q �`'� �O a ID W 8'•4• — S224P PULL r 1 '�'•' y0 �i N"to ONSaS�VINIS sw `� i (2O1R'a54A'0) ( (2) -0 2$ ON - RA6.INGTOBESUPPUEDANDINSi ONSITEBYOTHE - .. _ 1°�I -;`�i ',^'1>,� • q UNE OF FLOOR BELOW G STUDY 'r1� E I----� 14fi SQ FT WALK-IN ` 4 5 8 9 o BEDROOM#3 g 1 35 3'-t0314• LIGHLREQ.(110)SUPRY(11.6) CLOSET 1n SO FT I I „ ' I OPEN VOT-REQ(S 8)SUPPLY(s8) °i J LIGHi•REOff'4.16)SUPPLY((348) •I 1 0. BELS ON SITE SHELVING HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 LAND I '� VENTREQ{7UB)SUP1 Y(17,1) bra ab , n 1F5 s ( a I1 �ali SURVEY FOR ------------- -=-- - _ - WILLIAM AYERS 4 (3}117IX14'LVL HDR — CRI �OR13 13 C 13 CR13 ~-----�-- ------- TE � m LAUNDRY (3J+1!2"X+4•LVL HDR ERED BEAM!ROF COVERED BSD TARE ED TW3�2 -- - JEANNETTE AYERS 4 - A I I at.5outhold, Town of Southold - Suffolk County, New York Tw3646 TW3046nY3D46 TNl3946 +a s�• 4• T ,0 4• e'c BUILDING PERMIT SURVEY 3'-07A6• 9'.73x1' 3'•87116• gS 4'I- +'-3' R91V 11911V 1'-0112' 1=BU7 7$ 3-N'- 12'i' 3'•T I'M - 13'•6' 914' t9'_10' ° County Tax MOP District 1000 Section 78 Block 01 Lot 51 MAP PREPARED JUNE 15,2016 Record of Revisions - �, RECORD OF REVISIONS DATE GENERAL AMENDMENTS SEPT.0"1,2016 n ADDRESSED SGDHS NOICA OGT. 12,2016 ADDRESSED Se-DHS NOI6A DEG.017 2016 o AMENDED BUILDING PERMIT DATA ice_ 14 2011 o ADDED SWMG DATA MAR, 16,2011 BD mmi EL SECOND FLOOR PLAN Scale: N.T.S. J05 NO.2016-0085 17WG.2015-0159-2016-0085-bp OF 6 PRELIMIWIRY 4 DESIGN CRITERIA 216253 Model Number or Name216253 Occupancy.1&2 FAMILY ` DRAWNBY Budding Area 3480 SQ FT U I 5y5T M 5 BB Construction Type VB No of Stories Above Grade. 2 1004 5pringbrook Avonue, M005IC, rar 1850% GARAGE NOTES CHECKED BY MK Mean Roof Height 26'-13/16" FT, Min.Distance to Lot Line* 5 FT / /� t GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. �el, rJ�0� 114-1000 �aXi \ 7O) -I OI O 2 ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING DATE' Exterior Wall Rating, 0 HR / Ground Snow Load(Pg) 20 PSF 2-3-27 —= A. ATTACHED GARAGE Roof Live Load(Pf) 30 PSF GENERAL NOTES. i ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC BY MEANS OF 112'GYPSUM BOARD saLESMArt Roof Dead Load 10 PSF 1 WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO BE INSTALLED PER MANUFACil1PS SPECIFICATIONS 518"TYPE°X'IN CT OR EQUIVALENT MATT R Floor Live Load 400 PSF i�'2 POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE WHEN Wf,APPLICABLE OR ABLE, 2 A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 1 3/6'SOLID CORE OR EQUIVALENT scaLE Floor Dead Load 10 PSF (EQUIPPED WITH SELF CLOSING DEVICE IN CT) NONE Wind Speed 135 MPH ❑VWI ®Vag RECIRCULATING FILTERING HOOD(MIN 100 CFM)MAY BE SUBSTITUTED IF THERE IS A NIIlIIML;M OF 4%NATURAL Wind E osure. C VENTILATION IS PROVIDED B. DWELLING ABOVE GARAGE p 3 EACH DWELLING SHALL HAVE AT THE PRIMARY LOCATION AMAIN ENTRANCE DOOR.THIS DOOR SHALL BE BOTH Seismic Design Category. B SWING TYPE AND 36V x 80"H(MINIMUM) 1.GARAGE MAY HAVE HABITABLE SPACE ABOVE,AND IF IT DOES GARAGE SHALL BE SEPARATED FROM DWELLING y m m m m m m m Electrical Service Panel Size 200 AMPS 4 KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND(ORFURIIISr',EDAND BY A RATED FLOOR/CEILING ASSEMBLY RATED FOR ONE HOUR.WALL SUPPORTING RATED ASSEMBLY m m m m m m m m Permissible Gas Type NIA INSTALLED ON SITE BY BUILDER SHALL HAVE EQUAL RATING AS THE ASSEMBLY BEING SUPPORTED Design Codes RESIDENTIAL CODE OF NEW YORK STATE- 5 ROOF SHINGLES ARE FACTORY INSTALLED EXCEPT AT RIDGE AND HINGE POINTS OF ROD'WHICH IS FACTORY FURNISHED 2 A DOOR BETWEEN DWELLING AND GARAGE IN A RATED WALL SHALL BE A MINIMUM 3/4 HOUR RATED AND EQUIPPED 2015 EDITION BUT FIELD INSTALLED BY BUILDER SHINGLES MAY BE FURNISHED BY BUILDER AND FIB is INSTALLED WITH SELF CLOSERS NY ENERGY CONS CONSTRUCTION CODE- 6 HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF ECUIP"ENT MAY BE DONE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE ALL FLOOR,WALL AND CEILING PENETRATIONS 1UST BE FIRESTOPPED PER CODE REQUIREMENTS STAIR NOTES: o w w w w o w U' w CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH OPENINGS FIRESTOPPED 1.BASEMENT STAIRS SHOWN ARE TYPICAL 0 0 0 PICAL FOR STANDARD PLANS z4 zzd z�z� O ¢ z1 8 FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS 2.ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT CEILING HEIGHT OF B'-0° 9.ALL NOTES PERTAINING TO'IN FIELD","BY BUILDER'OR--ARE BUILDERICONTRACTORS RESPONSIBILITY, UNLESS SHOWN OTHERWISE rnomsrr¢�'m 10 ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED 3.RISE,RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN VARIES.MAXIMUM RISER OF 8114' Z u_w w w w w w (7 314'IN VERMONT,MARYLAND,AND NEW HAMPSHIRE MINIMUM TREAD OF 9'10"IN VERMONT,MARYLAND, o z�2 2 2 a Thermal Climate Zone* 4 11 EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGEIJCY U;r_GPENiIJG OF LEGAL OPEN SPACE ) ( 0 0 0 0 0 0 ZE o n r r r WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE A SILL HL-I'.1 t`MOT MORE THAN 44'ABOVE FLOOR, HAMPSHIRE)WITH A 1 1/4'NOSING STAIRS WILL HAVE MINIMUM HEAD ROOM 4" I6-8%SE MINIMUM WIDTH OF 3'-0' m rn m rn rn �i700»>00 Degree Days. 5572 4 THE STATE OF VERMONT IF BUILDING IS OWNER OCCUPIED STAIRS CAN HAVE AN 81/4"RISE AND 9"TREAD. u u 0 0 0 0 v HAVE A NET CLEAR OPENING A 5 7 ST FT(5 0 SQ.FT GRADE LEVEL)AND MIN AND NET C.CAR OPENING H FLOOR 4 BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND RAILINGS RAILINGS Minimum Furnace Output X 12 A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUITMIO P?OViCED ON EACH FLOOR LEVEL SHALL BE INSTALLED AT 34'TO 3B°MEASURED VERTICALLY FROM NOSING Thermal Transmittance Values, NIA Floor' Wall' Root` INCLUDING BASEMENT SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND 1:4 THE VICINITY OF BEDROOMS, 5 MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISERS IS 3/16' R-19 R-21 R_38 AND WIRED IN SUCH A WAY TRATACTNATION OF ONE WILL ACTIVATE ALL,AND WITH NU RITFRVENING SWITCHES U-0.052 U=0.047 U=0 026 IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE INTRCO'JWCTED WITH ONES INSTALLED 6 MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 1 1/2",HANDRAIL MAY PROJECT ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS BY MODULAR MANUFACTURER I INTO THE STAIRWAY MAXIMUM 3112'. SUBJECT-TO LOCAL INSPECTION _EA 12a.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,IT MAY BE HARD WIRED 7.LANDINGS SHALL BE AS WIDE AS STAIRS BUT NOT LESS THAN 36"._ _ !TE N 14.SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHAD-SE SUCH THATA 4'SFH:F'/=CANNOT PASS THROUGH. 8 SWING OF DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. o^ o,y N a II 15 ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLT T J THE UNDERSIDE OF RAFTERS 9 ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE DWELLING IS OCCUPIED SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENW:S PROTEC rED AGAINST RAIN 0.3 OR MORE RISERS SHALL BE PROTECTED BY HANDRAIL ON AT LEAST ONE SIDE Z AND SNOW AND COVERED WITH CORROSION RESISTANT MESH NOT<1/8"NOR>114"IN ANY DIRECTION 11.OPEN SIDES OF STAIRS OR LANDINGS 18"OR MORE ABOVE ADJACENT FLOOR AND AT g IL N M v n 16.SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIYED AND£LIDItJG DOOR WINDOWS ON STAIRS OR LANDINGS SHALL HAVE RAILINGS � "R"or"U"as required by State ASSFNIBLIES,AND PANELS IN SWINGING DOORS,STORM DOORS,IN ALL UNFRAMED 54"•P C!"!G DOORS 2 OPEN RAILINGS SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH A 4"SPHERE CANNOT PASS C IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS,Ir.ANY%APT OFA 13 STAIRWAY SHALL BE PROVIDED WITH ILLUMINATION AND WITH A SWITCH IN BOTH DIRECTIONS BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF GUSSING IS LESS ATTENTION LOCAL INSPECTIONS DEPARTMENT: THAN 60"ABOVE DRAIN OUTLET,IN AN INDIVIDUAL FIXED OR OPERABLE PANELADJACENT 70 A CCCR WHERE NEAREST VERTICAL EDGE IS WITHIN 24"ARC OFA DOOR IN CLOSED POSITION AMD'•iHCSE �1 The following items have not been completed byy the Modular BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN INDIVIDUAL PANEL OTHER T,ItV r.I.DGS ISTED SHEET# SHEET NAME DATE a( Homes Manufacturer,have not been inspected b 3rd Pa ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS P Y Party 1 COVER PAGE 4-18-17 Agency and are not certified by state modular label.Code a.EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ FT. 2 FOUNDATION DETAILS 4-18-17 O Complibnce must be determined at the local level. b BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR 2a FOUNDATION PLAN 4-18-17 Foundation Porches,decks and steps c TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR 3 1st FLOOR PIAN 4-18-17 d ONE OR MORE WALKING SURFACE WITHIN 36'HORIZONTALLY OF GLAZING 3a 2nd FLOOR PLAN 4-18-17 LU HVAC systems Plumbing and Electrical SAFETY GLAZING SHALL BE IN WALLS INCLOSING STAIRWAY LANDINUs UR WITHIN 60"OF 1 HE TOP OR BOTTOM 3b 1st FLOOR SHEARWALL PLAN 4-18-17 connections at site Any items marked OF STAIRWAYS WHERE THE BOTTOM EDGE OF GLASS IS LESS THAN 60"ABOVE THE NALKIN3 SURFACE 3c 2nd FLOOR SHEARWALL PLAN 4-18-17 on Included drawings as"BY BUILDER" 17 PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INC[UDIHG 11';I LITION) I 4 WINDOWIDOOR SCHEDULE RESERVED 9 "`" """' IF USED SHALL BE IN COMPLIANCE WITH STATE CODE 5 FRONT ELEVATION 4-18-17 . I Or with the Or"'"symbols 18 MINIMUM ROOM SIZE TO BE 70 SQ.FT WITH A MINIMUM ROOM DIMENSION OF 7'4'.ONE ROOM A MIN OF 120 SQ FT 5a ELEVATIONS 4-18-17 O AND A MIN DIMENSION OF 10 FT(MINIMUM DIMENSION OF 10'-0'IS NOT CODE REQUIRE­?LIT IS A MANUFACTURER'S CHOICE) 61st FLOOR ELECTRICAL PLAN 4-18-17 J 6a 2nd FLOOR ELECTRIC PLAN 4-18-17 19 ALL STAIRWELLS USED AS A COMMON SET OF STAIRS MUST HAVE A MIN OF 1 HOUR R-A7NG 7 1st FLOOR HEATING PLAN 20 THE NUMBER OF MODULES MAY VARY 7a 2nd FLOOR HEATING PLAN RESERVED mRESERVED NY NOTE 21.IN ATTIC 8 ENCLOSED RAFTER SPACES,THE MINIMUM VENTILATION AREA SHALL BE 1/3L,,OF THE AREA 8 PLUMBING SCHEMATIC 4-18-17 OF SPACE VENTILATED,PROVIDED A VAPOR RETARDER HAVING A TRANSMISSION RAT NOT EXCEEDING 9 SECTION 4-18-17 BUILDER IS RESPONSIBLE TO COMPLY WITH NCR 1 PERM IN ACCORDANCE WITH ASTM 9615 INSTALLED ON WARM SIDE OFATTIC INSULATION AND PROVIDED 9a SECTION 4-18-17 SECTION PART1265.1 AND NOTIFY CODE ENFORCEMENT OFFICIAL OF THE 50%OF THE REQUIRED VENTILATION,BUT NOT MORE THAN 80%OF AREA PROVIDED BY VENTILATORS INSTALLED IN 4-1B-17 USE OF ENGINEERED LUMBER/TRUSSES AND POST THE UPPER PORTION OF THE VENTILATED SPACE AT LEAST 3 FT ABOVE EAVE OR CCR•1410E-LNTS,WITH THE BALANCE 15 TOTAL PAGES APPROPRIATE SIGNAGE ON STRUCTURE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS 22 ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THIN 8%OF THE FLOOR AREA ZD OF SUCH ROOM THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4%OF THE f LOOR AREA VENTILATED � � 23 WHEN WOOD FRAME PROTECTED CONSTRUCTION(VA)IS USED GYPSUM BOARD IS ItEQUiR-cD TO BEATTACHED 7.0/C 2 o n w a ¢�z DUE TO INCREASED NUMBER OF FASTENERS,MORE THAN USUAL NUMBER OF NAIL-POPS Wit!OCCUR IT WILL BE Z o Og= m z U BUILDERS RESPONSIBILITY TO RESPACKLE AND RE-TOUCH THESE AREAS �o Woo :wo UoR 3i ¢sxu Lu z m o m �i�C' 'D '�• C1 THIRD PARTY LABELS U LV LL LOCATION OF LABELS: ❑ - a � N ��' .��� DATA PLATE - (1)PER MODEL AS INDICATED ON PLAN Q-STATE LABELS NOTE: 3rd PARTYLABEL - (1)IN EACH MODULE AS INDICATED ON PLAN THE BUILDER IS RESPONSIBLE TO INSTALL PROPER INSULATION STATE LABEL - PER STATE REQUIREMENT -DATA PLATE r PROTECTION OVER ATTIC ACCESS OR PULL DOWN STAIRS DP AND/OR INSULATION DOME OVER A PULL DOWN STAIR a ��• r r m l( ) %tri-7 \ � � MCDEL °;24 31" TWO STORY DRAWING COVER PAGE a 0 SHEET N M Ol n • A � O oe N V OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN w PRELIMINARY 76 SIMPSO SIMPSON HDU' 216253 z STHDI4RJ' ATTACH TO STUDS wl ATTACH TO STUDS o g (38)16d SINKER NAILS SIMPSON CNW Z a COUPLER NUT' w/SDS 1/4"x2-112" DRAWN BY FOR LOCATION OF STAIRS FLOOR PLANS ARE DESIGNED WITH MAXIMUM WALL THICKNESS OF 10" ? o PORTION (AS REQUIRED) SCREWS'(SEE CHART gg SEE APPLICABLE FLOOR PLAN BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. w o > FOR QUANTITY) CHECKED BY IF WALL EXCEEDS 10",BASEMENT STAIRS MAY BE AFFECTED a w THREADED ROD' MK EMBEDDED IN J o Wow CLEAR7 SPAN N CONCRETE(SEE DATE UNLESS OTHERWISE SPECIFIED ADDITIONAL SUPPORT COLUMNS m MAXIH CHART FOR SIZE) 2-3-27 o ACCESS TO CRAWL SPACE BY BUILDER w ✓ o ARE REQUIRED UNDER CLEAR SPANS w o p ` SALESMAN LL INCOMPLIANCE WITH ALL STATE AND LOCAL CODES IN CEILING GIRDER IN EXCESS OF 5'-0" > u THREADED ROD FASTENER CHART o ¢ CHART SDS;x MATT R SEE FLOOR PLA w 30• MIN.•,;; !a• - ONE p4 REBAR MODEL SMOKE DETECTOR IN co REBAR LENGTH a•+. 'C:1• IN SHEAR CONE MODEL ROD DIA 9 SCALE ACIDC BASEMENT BY BUILDER Er}y HDU2 5/8• a HDU2 s L REBAR HDU4 516' • • HDU4 6 NONE 30"x30"x12'CONCRETE FOOTIN ® SEE COLUMN SPACING DRAWING 2a " Swn�>1"np YI° ENGTH HDU5 518" HDU5 14 stemuw� HDUB 716' HDUB 20 n INTERMEDIATE SUPPORT END SUPPORT Bw u+t"u.um I/2• MIN HDU11 i' HDU11 30FROM y m m m m m m m 0 CORNER mmmmmmmm HDU14 1' HDU14 36 VAR ES (')=SUPPLIED&INSTALLED ON SITE BY BUILDER PER (')=SUPPLIED&INSTALLED N SITE BY BUILDER PER MANUFACTURER'S INSTALLATION INSTRUCTIONS SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS.SEE WALK-A-BAY FOUNDATION SHEET 2a FOR LOCATIONS SHEET 2a FOR SIZE&LOCATIONS Z MAY BE AT FRONT,REAR OR SIDE OF ANY HOUSE CONNECTION DETAIL-1 CONNECTION DETAIL-2 SIMPSON STHDRJ14 HOLD DOWN TO FOUNDATION SIMPSON HDU HOLD DOWN TO FOUNDATION Z m m "m m � CENTER BEAM WITHIN FLOOR 3 112°MIN.DIA STANDARD STEEL o w w w w w a w c�0(D0c�u+0 a SYSTEM(SEE CROSS SECTION) PIPE COLUMN STANDARD FOR ALL y MODELS WITH FULL BASEMENTS FLOOR DECKING U U U J 16"x16"x8'BLOCK PIER z w w w w w?w o a STANDARD FOR ALL MODELS METAL JOIST HANGER Z ME M<t —000000�0 = o WITH CRAWL SPACE(TYPE m r r r r r r m N m N n FLOOR JOIST 1st r Floor 1st Fir Floor >g>>>>>o O "M"OR"S°MORTAR) 1St Flf Floor ANCHOR BOLTS TO START 1'-0"FROM EACH END OF 3 112"x7"x1/4 STEEL PLATE � FOUNDATION AND SPACED PER TABLE R404.1(2)AND SHALL WELDED TO COLUMN PARALLEL BEA m BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS AT PERIMETER A OF o 2 x_CONTINUOUS SILL PLATE FASTENED PARALLEL BEA DWELLING(SIZED TO FOUNDATION WALL WITH 1/2°DIAMETER BOLT SPACED PER TABLE R404.1(2) AT PERIMETER OF BY LICENSED — u m m 12"FROM CORNER BOLTS MUST EXTEND A MIN.15'INTO MASONRY, (4)3/8'x4"LONG LAG BOLTS DWELLING SIZED ROVIDE 1 ARCHITECT OR ROVIDE((1) a N 'Ah 6.6 OR 7"INTO CONCRETE BY LICRNSED LAYER 0 /8" ENGINEER PER = LAYER OF518" ARCHITECT OR CDA EXTERIOR ALL APPLICABLE COX EXTERIOR 3112"IN DIA.STANDARD GRADE PLYWOOD z ENGINEER PER STATE&LOCAL GRADE PLYWOOD s STEEL PIPE COLUMN ALL APPLICABLE AND SCREW GLUE CODES) SHEATHING,GLUE m c�-vm mrm m STATE&LOCAL TYPICAL AND SCREWai CODES z 30"x30"x10°CONCRETE ) 10"DIAMETER TYPICAL > OPTIONAL CANTILEVER ° : ' ° ' FOOTING STANDARD ROVIDE(2)3/4" ACQ PILE W/10 OPTIONAL CANTILEVER (STANDARD) 10"DIAMETER DIAMETER TON CAPACITY ROVIDE(2)314" 32"x32"x12"CONCRETE ACQ PILE wl 1 GALVANIZED THRU DIAMETER SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS FOOTING IN MA. TON CAPACITY BOLTS EACH PILE. GALVANIZED THRU VARIES PER INDIVIDUAL FLOOR PLAN BASL]'AiENT COLUMN DETAIL BOLTS EACH PILE. p� FOUNDATION NOTES: 1.ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL PILING DETAIL-1 PILING DETAIL-2 0 CODES 2 BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS EXCAVATION AND BACK FILL PILASTER,ETC MUST COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS MATE WALL SIDE WALL STATEILOCAL CODES,LAWS,RULES AND REGULATIONS INCLUDING FMHA 4241 EXHIBIT D THERMALTO QUALIFY FOR FEDERAL FINANCING ujh 3.INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES FLOOR DECKING �} 4 WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 5 IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAYOR BE REQUIRED CHECK LOCAL REQUIREMENTS METAL JOIST HANGER 6 THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING SHALL BE RAISED NOT LESS THAN 4"ABOVE THE GARAGE FLOOR OR 2X2 LEDGER 5/8"DIA.ANCHOR BOLT IMBEDDED 7 ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL RE OR RA FAMILIAR WITH LOCAL SOIL CONDITIONS. 5/CONCRETE MIN.O T I IN MASONRY) 6 CRAWL SPACE FOUNDATIONS REQUIRE A MIN OF A 18"x 24'ACCESS OPENING FOR VENTILATION 113 OF 1%OF THE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECTAND RODENT PROOF WITH FLOOR JOIST 6'-0°C C.MAX 12"FROM CORNER r) 18T STUD 24"FROM CORNER m SCREEN OR LOUVERS MIN.CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 16" 9.FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR(SUPPLIED ONSITE BY BUILDER) 2'O" 10 PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12'0 C 2x8 DBL SILL PLATE TACK SHEATHING 11 MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDERIOWNER EXCEEDS MAX SPANS SHOWN ON BASEMENT COLUMN SPACING TABLE FOUNDATION STRAP CONCRETE PARGING COVER 12 LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED PER STATE AND LOCAL CODES(OWNER/BUILDER RESPONSIBILITY). 5/8"x18"ANCHOR BOLTS WITH BITUMINOUS COATING 13 ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. IF 14 SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG FOUNDATION IF 314'FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH FOUNDATION WALL BY BUILDER A S I g AND WIDTH BY 1 1/2"TO MAINTAIN PROPER OVERHANG THIS APPLIES TO ALL MODELS � 15 FOUNDATION PLAN TO BE SUPPLIED WITH EACH HOUSE THIS AREA p 16 FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE 16"x16"BLOCK PIER O TYPE"M"OR"S"MORTAR SITE INSTALLE 17 CRAWL SPACE SHALL BE PROVIDED WITH A MINIMUM 18'X 24"ACCESS(BY BUILDER ON SITE) _ ( ) PERFORATED DRAIN TILE HOLD DOWN 18 MANUFACTURED UNITS COVERED WITH THIS BUILDING SYSTEM ARE DESIGNED FOR INSTALLATION ON SITE BUILT PERMANENT FOUNDATIONS,AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED •A 0.. r r ONCE INSTALLED 30"x30"x10'CONCRETE " h_ Of o a v uj 19 FOUNDATION TO BE DESIGNED AND BUILT TO COMPLY WITH A NATIONALLY RECOGNIZED MODEL BUILDING CODE OR AN EQUIVALENT TO BUILDING CODES FOR SITE BUILT HOUSING OR WITH MINIMUM •• •• ••> FOOTING(STANDARD) + �w o go 0 PROPERTY STANDARDS ADAPTED BY THE SECRETARY PERSUANT TO TITLE II OF NATIONAL HOUSING ACT 3 o ¢ LL 32x32"x12"CONCRETE #4 RE-BAR CONTINUOUS U r �> 20 TO THE MANUFACTURERS KNOWLEDGE THESE UNITS ARE NOT TO BE USED FOR OTHER THAN ON PERMANENT SITE BUILT FOUNDATIONS FOOTING IN MA N y 21 RECOMMENDED FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF 2000 PSF F 22 FOOTINGS TO BEAR ON UNDISTURBED SOIL AND BE BELOW FROST LINE CRAWL /�RA /p CORNER R N E R C O L U M N DETAIL19 23 CONCRETE USED IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN STRENGTH OF 2500 PSI. CiWL SPACE PIER DETAIL FOUNDATION WALL DETAIL 119_ 24 THE FOUNDATION INSULATION SHALL HAVE A RIGID,OPAQUE AND WEATHER-RESISTANT PROTECTIVE COVERING EXTENDED A MIN OF 61NCHES BELOW GRADE](MARYLAND ONLY) SIMPSON HDU HOLD DOWN TO FOUNDATION o F MODEL TWO STORY DRAWING FOUNDATION DETAILS a m SHEET ry 2 0 PRELIMINARY#- 216253 DRAWN BY BB CHECKED BY MK 1'6" 21'•0" 24'•0' DATE 2-3-27 SALESMAK qP 1/4MATT R ------------------- __________________ ------------------------------------------- _ 444 PLF ___a SCALE 80 1523 PLF --------------------------------------------------------------------------------- ' —• ! NONE r------------------ —------- —-------------------------------------- -__---__--_--J ' m Ii________________________________________________ ADDITIONAL I I ADDITIONAL 1 7,828 LB POINTi 1523 PLF i I LOAD HERE 7,828 LB POINT i , LOAD HERE ------------ ------------------------------ ' BOOM, ; I ' CONCRETE FOOTING BUILDER TO WNS CA AB INSTALL SUPBUILDER TO SUPPLY AND INSTALL a ; I HOLD DOWNS CAPABLE OF U L) 1 I HOLD DOWNS CAPABLE OF ' x u, RESISTING 8800 LBS , z m RESISTING#800 LBS i ' z i w w w w w w —00000040 1 i I i I > 0� >>7 O I U U U U U U LL U 1 i ADDITIONAL ADDITIONAL ADDITIONAL ADDITIONALI ; 7,250 LB POINT 7,250 LB POINT 7,950 LB POINT 7,950 LB POINT i LOAD HERE LOAD HERE LOAD HERE LOAD HERE Ii , 10' 13'-3' 12'4eu m m �r_13'7' ¢N 2120 PLF —,,_!2120 PLF 888 PLF 2120 PLF 888 PLF i , 1-6 1 •--------, ' I z --- I I i;XOINT�OABEAM ON SITE BY BUILDER—SGkh!GNSFTE-BM6ULDER — p-� -----BEAM-ON-SFF�YeWl, - 6NSFTfB�Bi1LBER- --------------i i i i I i �-- 1 r---- 1 I 1 1 I ' G I II II I ; rn I I I------J I I I h I I I I I UP F F------1 r-- m i BUILDER TO SUPPLY AND INSTALLCP i L'S i HOLD DOWNS CAPABLE OF J I i I , I r-- 1 r---y-- , 1 RESISTING#800 LBS i — F _—J L--�— L Y-1° 1 , L____ ----- SILL PLATE ; 800' ; II r -------------------------------i 1 ; I I ADDITIONAL ADDITIONAL I I ADDITIONAL 6,856 LB POINT _ F j ' 7,610 LB POINT ' I 6,856 LB POINT I __ I ____________ ____ ______ --------------------------- 1 , LOAD HERE LOAD HERE ' 1523 PLF 1 , o ' i 7,610 LB POINT 1 i -------- ----------' I ; I I N ; , LOAD HERE LOAD HERE i ' g I -----------FOUNDATION WALL ; I ANCHOR BOLT '----------- I ' I °— -------------------------------------- ----, v , — -- i I --------------------------� 1 I ---- -- iL--------- -------------------------- i 800 888 PLF ; ; :i `--------------- I 1 688 PLF , O x z >i o ----------------- 1 ------------------- I ' F_x �ar z --------------------------------- U)S3 o w Y 9 ------J w 0 T-2 0 0 03.3., QSF wi 17'-0" 13'-6" g'-B" Lu z o 19'-10" ¢ m F- Note: — — — — — — — — — — t � (NOTE: "Foundation walls, piers, grade beams and all oher SEE FOUNDATION DETAIL SHEET I foundation elements shall be designed by a registered I professional having knowledge of the local soil MD conditicrls. In addition to all code requirements, TWO STORY foundation design shall incorporate all hold-downs, I DRAWING point loads equal to the hold-down capacity at all I FOUNDATION hold-down locations, uplift loads, lateral loads,and SHEET L loads induced by the modular structure" — J 2a PRELIMINARY#' 60'-0' 58'-6° 216253 21'-0" 24'•0" 13,-6" DRAWN BY 10'-6 9116• 10-5 7/16" 2'-51/4• 4'-9114' 4'•9112" 4'-9112' 4'-9 114• 2'-51/4' 2-15116" 2'-10 5/8' 3'-0 5/8' 2'-10518" 2'-613116' BB 2'-6" !V / �� A 2310" CHECKED BY (3)2x12 SPF#2 HDR TW2056 ��`c TW2056 QG 1 TW2056 MK CW345 o DATE TEMPERED FWH6D80 TEMPERED FWH6060 TEMPERED (2)2x10 SPF#2 HDR (2)2x10 SPF#2 HDR --------------------- --- o WDC24421/154214 W3042 I I r1 r 1r��L` I I X442 I W 01 W2142 2-3-27 I I LINE OF FLOOR ABOVE SALESMAN. 23'-0" DW TW2456 TW2456 TW2456 TW2456 I MATT R I - I 1L_Jl_J�Ih I I I ?I -�--- 1 �LS36 836 } B24 -SE3bAREA 830 830 �Zi- SCALEm _ (2)2x10 SPF#2 HDR 3 F 1- 'LABELS FOR THIS BOX ARE LOCATED IN DULE'B'PANTRY' I I m NONE _ KITCHEN r rmmmmmmm 247 sQ Fr BEDROOM#4 m m m m m m m m 3 1 l0 624 B24 B24 B24 I I LIVING ROOM w�cwi 217 SO FT 1—J Tf---T---T---=F 6'w 11�e g-2• I I I I 1 wl I 342 SQ a { LIGHT-REQ(17 4)SUPPLY(59 2) { /{� 00 S I FT I I I 1 0 - LIGHT-REQ.(27 4)SUPPLY(66 75) LL VENT-REQ(8 7)SUPPLY(318) I I VENT-REQ(13.7)SUPPLY(45 36) 01 E �1/ I --1RR-d- h 1l4'FI— PANEL BACKING a I -------) �I I m{� { dl ------ 0 1 Zm�mfn N to - O W W W W W O W 1 1 CC 0 e m 'NOTE:KITCHEN CABINETS,COUNTER TOP, Of w I I _ z w w US l-gyw w w m AND SINK ON SITE BY BUILDER 3 1 IL536 I _ z��� C, C) E- B27 QI0 _ �2 CZ- CBl-1(2)1.5"x925'LVLFLRBEAMABOVE v� (r 000000 0 AND(1)1 5"x9 25°LVL CLG BEAM PER MODULE w o== o I o ». �--1-----f 11LL WI f 5'-6" 12'-0° 19'-0" 'v WDC2442IW121 W2742 1lau3018B III+' RW3624 "I (3)2x4 STUDS (3)2x4 STUDS (3)2x4 STUDS ClCB-1(2)1 5'x9 25"LVL FLR BEAM ABOVE 42 W3018 _ SPF#1/2_______SPF#112 SPF#1/2 A D(1)1 5°x9 25"LVL CLG BEAM PER MODULE DROP HEADER 61/4" 9 � —— —_DBOtlAE@_ _——— 5 ,o (2)2x6 STUDS FLUSH CEILING (2)2c6 STUDS (2)2STUDS5112 (2)2x6 STUDS SPF#112 SPF#112 EA MO D w- r¢oui 2X6 SPF#1/2 SPF#112 2X2 : ? �m oS 2-6 - LINE OF FLOOR ABOVE o � WM49CROWN -- DN- UP wZ T-2" 2-6 2-6 ¢aom MOULDING 61/4' -- -- I CWD��w ov :6 lx6 TRIM310314" Z�J= FOYER COFFERED CEILING:PERIMETER DETAIL m m DINIzNGo ROOM P _3'5r_ 1 NON V I w ° -1 J. f ¢ zr-zm OPEN 3 0 4 wo—w O o - LI H-REQ(1816)SUPPLY 55 ) - m,ml -T0. I N 2x6 51/2 0 E T-REQ(9 08)SUPPLY( 8 w a ABOVE O PANTRY 5, 1M„ 1 2-6 T-3" WALK-IN N SITE SHELVING ^� IF- I 112"F i CLOSET IA WM49 CROWN MOULDING z �' i{`r BATH#3 �' (�,..�rll ONSITE SHELVING _ T j , r' 3.0 W12SL �"x-!1 m BA H#4 ROUGH PLUMB ED 1x6 TRIM `-' 7• Z THWI�)SB2SLSDL�O W NSCOTETDING a pA ELED L L 4'-1 G' q'.1 p• @ 42"AFF WAINSCOTTING Y- ROUGH PLU B @ 42°A,F F oo m COFFERED CEILING'RUNNER DETAIL ONLY \=C'�j TW3046 TW3046 TW3046 TW3046 TW3D46 TW3046 TWT3010 TWT3D10 TWT3010 TWT3010 TWT3010 TWT3010 16'-0" 5'•S" 4' 7'-Y R. 5'4" 6'•6" 4" 6'-2" 3-915/16" 4'-81/8" 4'-81/8' 3'-915116' 3'-11" 6'-2 6'-2' 3'-7" 17,-0„ t3,6" 9 8 Q NOTES: 19'0 DELETE ALL CLOSET SHELVING IR FRONT R 0 SIZE LIGHT VENT MAX RM SQ FT) EGRESS SIZE -VALUE RATING 2 ALL KITCHEN CABINETS,COUNTER TOPS AND SINK ON SITE BY BUILDER ( 0=2 I 9'-0"CEILING HEIGHT CTR1510 17112'X12112' 07 - 1.4 wA 029 30 F-= - =¢z'o ALL BATHROOM CABINETS COUNTER TOPS SINKS AND TOILETS ON SITE BY BUILDER T)s g LLL OE)Y / y,ED ;��� ALL INTERIOR DOORS TO�E 2-PANEL SQUARE SMbOTH 2 X 12 FLOORS Twr3olo 3811a'x 137//e' ?e 6 zz 5 WA o zs 30 42 WA 0.29 30 =w� ?¢20 d 0�� =A GIA ) . _fY� WINDOWS ON 1 ST FLOOR SET @ 8'-0" TW20210-3 78118'X367/8' 110 65 19.7 N/A 029 30 ¢�� ^y` TW2446 301/8'X 56 7/8' 77 44 956 WA 029 30 I- (�\ 1L ?( Z�x�� NOTES: TW2846 341/8'X567/8' 90 51 1123 WA 029 30 1 i 1. WINDOWS,DOORS AD SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN TVV3046 38 118'X 56 716' 116 5 7 1289 029 30 F- SHOWN MAY BE SUBSTITUTED TW3046-2 76118'X 56 7/8' 232 114 2578 029 30 q, ( 2 WINDOWS,SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED CN125 21"X 32 718' 2 7 16 4 2 029 30 a tii1 �- 11 3 EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL COMPLY WITH ENERGY REQUIREMENTS OF BUILDING ENVELOPE C13 FIXED 24 518'X 36112' 4 3 - 6 0 �:- •�`�1 OF EACH COUNTY OF SPECIFIC STATE(RES-CHECK WILL BE DONE FOR EACH 0 29 30 4 FOR WIND BORNE DEBREE REGIONS WINDOWS ARE TO BE PROTECTED WITH PLYWOOD PANELS DOORS MODEL. PLYWOOD PANELS ARE TO BE AVAILABLE ON PREMISES. R 0 SIZE LIGHT VENT MAX RM U-VALUE \'�i�,`�.�'i<yT 3 �� O� 5 WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72'ASOVE FINISHED GRADE OR SURFACE BELOW, 3-0 DOOR T-2 318'X 6'-101/2' - 200 - 16WHICHA4"DIAMETER SPHERE TWO STORY THE LOWEST PART OF THE CLEAR OPENING SHALL BE MINIMUM 24'ABOVE FINISHED FLOOR OF THE ROOM IN WHICH 46 7 -8' 21 92 1611 274 34 50 WHICH CPASS EXCEPTIONS PER R61 GLAZING ANNOT SHALL FWH6066 6'-0'X 6' BE FIXED OR HAVE AN OPENING THROUGH DRAWING l� NOTE TO BUILDER 1ST FLOOR BUILDER SHALL SUPPLY AND INSTALL WHOLE HOUSE VENTILATION THIS INSTALLATION SHALL INSPECTED AND APPROVED BY THE LOCAL JURISDICTION SBS TO SUPPLY AND AN ENERGY STARR DUE TO TRANSPORTATION AND CODE REQUIREMENTS,THEY THESE PLANS HAVE BEEN CREATED PER YOUR REQUIREMENTS PLAN MAY HAVE CHANGES WHICH MAY EFFECT YOUR DESIRED SHEET BATH FANS WITH TIMERS REQUIREMENTS SPACING OF FLOOR JOISTS,CEILING JOISTS BUILDER SHALL SUPPLY AND INSTALL A DUCT TIGHTNESS AND BLOWER DOOR TEST,ALL TESTING MUST BE DONE AND RAFTERS MAY BE INCREASED TOACCCMMODATEPLUMBING PIPES AND ELECTRICAL OUTLET BOXES PLEASE BY ANY QUALIFIED PROFESSIONAL REVIEW THE PLANS AND IF ACCEPTABLE SIGN BELOW BUILDERS SIGNATURE DATE PRELIMINARY W 216253 DRAWN BY BB CHECKED BY 60'-0" MK V-6" 21'-0" 24'-0" 13'-6" DATE T-2 7116" 3'-4 116" 3'-0 118" 7'-1 5116° 4'-8 314" 7'-3 114" 7'-3114' 4'-B 314" 4'-2" 9'-4° SALESMAN 2-3-27 15'-2" 61 4'-10" 23-0' 8'-" 4° 4'-8 318" 5 518" MATT R TW3046 FWH6068 TW3046 SCALE TW2946 TW2846 TW2846 — C135-3 5 NONE HDR 2-3(3)1 5"x16"LVL HDR — ZZ TEMPERED 5'0" \"-(2)2X6 STUDS 3s�Gcc / Q�J�\ (2)2X10 SPF#2 HDR \ / B. 'm m m m m m m m () .v (2)2X6 STUDS \ / o SPF#112 SPF#112 RUN DRAIN AND WATER \\ j u� WALK-IN x < LINES TO THIS LOCATION \ / BEDROOM 92 CLOSET BEDROOM#1 FOR FREE STANDING TUB / 203 SQ FT 342 SQ FT SHOW ip¢N SITE LIGHT-REQ.24.16 SUPPLY 41 2 ( ) ( ) ON SITE BY BUILDER ( ) LIGHT-REQ.27.36 SUPPLY 451 BY OTHERS E; w ON SITE SHELVING VENT-REQ(13.68)SUPPLY(27.51) _---_--___-- 0/ \ _ VENT-REQ(12.08)SUPPLY(21 6) (^_-- 1 0=to fn fn fn rn z vJ z W W W W W W W Yc � _ wN.N No 5-oTUBISHWR BATH#1 or w - -------------- - a ROUGH PLUMB ONLY W r PANELED 4'-8" WAINSCOTTIN �Ta 42°AFF. -----, 'H' •� i I m I i F °� r BATH#2 _ p@oA���� ROUGH PLUMBJF� ------y;T i-� ONLY J��rv�K� i i� .��Q�.-0` i%ooi\ I it 0 Ji m_ 1-g• I I I� ti �I �-� � i 11P"F1/2F 2X4 2-8 2-0 (2)2-8 2-6 f--------T----- Q 4 `4 I DOWN STAIRS I ( o ❑ d CLOSET Mw ` I (22-112"x54"R 0.) I i N Q O ON SITE SHELVING ou) L_–_--__-1____� rl RAILING TO BE SUPPLIED AND INSTALLED ON E BY OTHE S Uf c LINE OF FLOOR BELOW STUDY r–– 146 SQ FT WALK-IN J a BEDROOM#3 b 3'S' 3'-10 314° LIGHT-REQ(11.6)SUPPLY(11.6) CLOSET °o w m 177 SQ FT I I y OPEN VENT-REQ(5 6)SUPPLY(5.9) a o LIGHT-REQ.(14.16)SUPPLY(34.8) j.jzi oo a I TO ON SITE SHELVING 0 VENT-REQ(7.08)SUPPLY(17.1) r�--J a BELOW ISI r; 3'5' ED ¢JI LAUNDRIY/16• CR13 CR13 CR13 CR13 CR13 (3)2X6 STUDS HDR 2-2 3 1.5"x1125"LVL HDR (3)2X6 STUDS ROOF COVERED AREA (3)2X6 STUDS O � () (3)2X6 STUDS � r SPF#112 — — — — — — — — — SPF#112 — _ _ _ _ _ BEAM S)TOB DET RM ED SPFSTU HDR 2-1(3)1 5"x14"LVL HDR SPF#112 o rn — — — — TW3046 TW3046 — — — — — — — — — — — — — — — — — — — — — OF='s "I 8 U W �w0 }nj 31-g. 1,-9" 3W" T-7" U 3 ¢.1 o W`;o goy TW3046 TW30464 TW3046 TW3046 Q N 16'-0" 5,-6" 4" 7'2" " 10-0 4" 8'-6" – T-8 7116' 9'-7 3116" 3'-8 7116" T-9" 5'8° 4'-1" 1'-3' V-9112" 1-9112' 1'-9112" 1'-9 112 l-3"11. T-11° 12'-0" 3'-7" NOTES: 17'-O" 13'-6" 9'-8° ----��� m DELETE ALL CLOSET SHELVING �- -------- A MODEL ALL BATHROOM CABINETS,COUNTER TOPS SINKS,AND TOILETS ON SITE BY BUILDER FRONT ALL INTERIOR DOORS TO BE SOLID COR 2-PANEL SQUARE SMOOTH GARY, j�� TWO STORY 8'-0"CEILING HEIGHT \)� `F�y DRAW NG 2 X 12 FLOORS w r NOTE TO BUILDER 2ND FLOOR THESE PLANS HAVE BEEN CREATED PER YOUR REQUIREMENTS PLAN \�1-& DUE TO TRANSPORTATION AND CODE REQUIREMENTS THEY MAY HAVE CHANGES WHICH MAY EFFECTYOUR DESIRED SHEET t REQUIREMENTSSPACINGOFFLDORJ04STS CELLPlGJOISTS, AND RAFTERS MAY BE INCREASED TO ACCOMMODATE PLUMBING PIPES AND ELECTRICAL 0 TLETBDXES PLEASE )` REVIEW THE PLANS AND IF ACCEPTABLE SIGN BELOW BUILDERS SIGNATURE a DATE PRELIMINARY P I1 2 I 216253 DRAWN BY I se's" BB 5'-9 3/8" 8'-915/16" 1 22'-7 1 22'-71 1 4'-2 3/4" 6'-31116" CHECKED BY A MK D TE — — — — — — — — — 2-3-27 800# i yi \\ MATT R \ � SCALE BEDROOM#2 BEDROOM#1 \\\ NONE \ 7 X _ �mmmmmmm I600 7 \ mmmmmmmm II / \ BATH#1 Q W W W W W W yI7Qf�1 CD L/W z za a2z�a �L coui5ci r I 1 1i�� •\� f\ — —11 I D: N N In In= ZoWW WZ fn WWJW I _00 0 0 0 ME Ln 00000 < 0 BATH#2 =o0 wt-'-rrr�r w I ; , ; % -----; �;•tip WD:V UUUU '8 L-----J l r o _ _ .�,__ - _ - _ _ _ _ _ _ _ m__.__m _ .-.-_ _ _ ___ __ _ -_=_ =°=-__- _= II—_—=—_ —III'•n�nIr— III I� f� r ------ STUDY BEDROOM#3 WALK-IN 9 CLOSETV!- .b uO J z LAUNDRY S B 2'-1318" F� 6'-51/16° 2'-13/8" 2'-115116" 2'-57/6" 1515116' 2'-315/16" 9'•17!8" NOTES: 26-8, C"> o DELETE ALL CLOSET SHELVING 2015 IRC BRACED WALL PANEL METHOD co So w y�Y ALL BATHROOM CABINETS,COUNTER TOPS SINKS,AND TOILETS ON SITE BY BUILDER FRONT =w Q ' "Q ALL INTERIOR DOORS TO BE SOLID COR 2-PANEL SQUARE SMOOTH EXTERIOR WALL LINE: A B 1 2 c)�� a q.w 8!-O"CEILING HEIGHT SEISMIC DESIGN CATEGORY: B B B, B ��- w `; o y _ _ _ _ _ _ _ _ _ _ 2 X 12 FLOORS WIND SPEED 3 SEC GUSTS): 135 135 135 135 G `�-� k� a WIND EXPOSURE: C C C C 1 ~ BRACED WALL SYMBOLS LEGEND: MEAN ROOF HEIGHT FEET: 26 26 26 26 .Gj/ \ r A�Y A\ EAVE TO RIDGE HEIGFIT FE 10.75 10.75 10.75 10.75 �j f ti, t rP F- ®=SINGLE SIDED SHEATHING BRACED WALL BRACED WAIL METHOD: CS-WP CS-WP CS-WP CS-WP WALL HEIGHT FE 8 8 8 8 [� I V t =DOUBLE SIDED GYPSUM WALL BOARD BRACED WALL I BRACED WALL SPACING: 30.75 30.75 58.5 60 TABULATED MINIMUM� TABLE R602.10.3(j) 602.10.3 1 BRACED WALLTOTAL:SIMPSON LSTA1 B STRAP FROM WALL STUD TO 7.1 7.1 12.7 13 j �, •�,'.� I 7c FLOOR BANDS _ _ _ MODEL WIND EXPOSURE FACTOR: cy TABLE R602.10.3(2)ITEM 1 1 1 1 1 TWO STORY ROOF EAVE TO RIDGE FACTOR: \, BRACED WALL PANEL FASTENING: TABLE R60210.3 z ITEM 2 1 1 1 1 'g�, �3243A 1 �� DRAWING WALL HEIGHT ADIUSTMENT FACTOR: 9 9 9A272 2ND FLOOR CS-WP SHEATHING FASTENING• TABLE 8602 1D.3 2 ITEM 3 6d COMMON(0113"x2')NAILS @ 6'D/c PANEL EDGES 812'olc FIELD OR 16ga x 1-314'STAPLES @ WALL LINE QUALITY FACTOR: SHEARWALL PLAN 3"olcPANEL EDGES 6 6"o/c FIELD TABLER602.10.3 2 ITEM 4 `-` SHSHEET THIS METHOD REQUIRES SHEATHING ON(1)SIDEONLY,NO SPECIAL INTERIOR GYP FASTENING IS REQUIRED - MINIMUM BRACED WALL LENGTH RE UIRED FEET 6 39 6.39 10.16 - TOTAL BRACED WALL LENGTH PROVIDED FEET 3016 31.08 23.08 - ^ PRELIMINARY# 216253 DRAWN BY BB CHECKED BY SIMPSON STRONG-TIE LSTA24 MK 3"X 11.25"HEADER W/(9)10d NAILS INTO HEADER DATE AT TOP OF WALL A &(9)10d NAILS INTO STUD SALESMAN: 3 z7 MATT R SHEATHING FILLER SCALE NONE FASTEN KING STUD TO HEADER mmmmmmnn WITH(6)16d SINKER NAILS SIMPSON STRONG—TIE LSTA24 w/ (9)10d NAILS INTO HEADER ILA. 16d SINKER NAILS & (9)10d NAILS INTO STUD a FASTEN TOP PLATE TO HEADER A X o w w w w w o IN TWO ROWS AT WITH TWO ROWS OF 16d SINKERNAI3" O.C. Zccirw�� LS AT3"O.C. zwwwwww w —000000:so j .y 0'0 o. w >>>>>w FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3"GRID PATTERN AS SHOWN AND 3"O.C.IN ALL FRAMING (STUDS,BLOCKING,AND SILLS) - - - - - -_ is" OSB SHEATHING - -- o O g��!N 0 N t7 O O[O A m IF PANEL SPLICE IS NEEDED IT SHALL OCCUR 111IIILLLLLL WITHIN 24"OF MID-HEIGHT. BLOCKING IS REQUIRED. FASTEN SHEATHING TO BLOCKING WITH 8d COMMON NAILS @ 3"O.C.FASTEN BLOCKING TOGETHER WITH 16d SINKERS @ 3"O.C. CIE 2x6 SPF#2 c 7/16"OSB SHEATHING NAIL SOLE PLATE TO JOIST PER TABLE R602.3(1) NAIL SOLE PLATE TO JOIST PER TABLE R602.3(l) MIN.OVERLAP 9-1/4" g 8D COMMON NAILS 3"O.C.TOP AND BOTTOM APPROVED BAND JOIST o WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND JOIST A 0wz U)�O �c09 nW Z no. 1 —6 2'-6 1/2" L. a SECTION A-A 2x6 WALLS J�GARY4� '�, OVER RAISED WOOD FLOORS OR SECOND FLOOR-WOOD STRUCTURAL PANEL OVERLAP OPTION L j !a• !•�{ MODEL PER 2009 IRC; FIGURE 8602.10.4.1.1 N� �`'' ;I } TWO STORY � 0324 3 A'� ��• DRAWING CONTINUOUS PORTAL FRAME DETAIL @ BEDROOM #4 AND LIVING ROOM (METHOD CS-PF) F y 1ST FLOOR NTS or- NE`s SHEARWALL PLAN SHEET 3b PRELIMINARY N 216253 I L^ I DRAWN BY BB CHECKED BY T-0 1'A 1/16' MK 6'-107/8' WALL //i 1'-01116" WALL WALL CS-PFDATE A — ——�— — — — — SEE DETAIL �\ /i �1 SEE DETAIL 2-3-27 — SALESMAN: (2)2X12 SPF#2 HDR (2)2X12 SPF#2 HDR 1 A 3/4" MATT R �� ----------------------- -- CS-PF SCALE WALL —�I---- I II J I III('-"1r� SEE DETAIL NONE I fI II II II I F----F-- i I I I I�LJLJ I DW I I I I TL536�--836 —� 824��E3�— AREA � 830 J lei)—w-B�— (2)2X12 SPF#2 HDR r m m m m m m m mmmmmmmm - _ KITCHEN I ---i Im B24 B24 B24 B24 LIVING ROOM Ei BEDROOM#4 —1—� B'---T--- II 1 I I I 2yy!n!nw w CD II I I I 1 00# pwwwww Ow \��}%%% Coco coocZow Zo 1 33� II I I I 1 i 2w2 3¢ I`---1---1---1---'I I ¢o v�U o a o ( mwm=wZ� I (----------------) Wwwwwwmw noo —L-4 �j v y��o� --1m BED:UC�J C=JU Uw U I 1 CLIS3T-827--r— --Ir.2EFEUG--n —�\ I I II AREA II 1--1----�-----II II I I I II II ujEiotic hNoS z _ o S2 N m m r ry e In ----- ------------------------ DINING ROOM FOYER----- - PANTRY WALK-IN (j}" isYa ,1' ►�' CLOSET Boo 1 )I BATH#3 �(i - a�o�243 ,'� N ZV1 B 27• w 27' 13'6' 2'-315/16' 2'•113/4' 2'-113/4' 2'-0" g 60'-0' _ O NOTES: o w DELETE ALL CLOSET SHELVING FRONT — 2015 IRC BRACED WALL PANEL METHOD O W R "'r>o BRACED WALL SYMBOLS LEGEND: �s p w oz ALL KITCHEN CABINETS,COUNTER TOPS AND SINK ON SITE BY BUILDER EXTERIOR WALL LINE: A B 1 z ~_o oo� ALL BATHROOM CABINETS COUNTER TOPS SINKS AND TOILETS ON SITE BY BUILDER 9'-0"CEILING HEIGHT ®=SINGLE SIDED SHEATHING BRACED WALL SEISMIC DESIGN CATEGORY: B B B g �.0 ¢s=o ALL INTERIOR DOORS TO M 2-PANEL SQUARE SMdOTH 2 X 12 FLOORS WIND SPEED 3 SEC.GUSTS): 135 135 135 135 w Z -0. =DOUBLE SIDED GYPSUM WALL BOARD BRACED WALL WIND EXPOSURE: C C C C ~ MEAN ROOF HEIGHT FEET: 26 26 26 26 WINDOWS ON 1ST FLOOR SET @ 8'-0" �— =S#4PSON LSTA18 STRAP FROM WALL STUD TO — — I EAVE TO RIDGE HEIGHT FE 1075 107S 10.75 1075 FLOOR BANDS J cs,WP w BRACED WALL METHOD: ♦Q) CS-WP CS_WP CS_WP BRACED WALL PANEL FASTENING: WALL HEIGHT FE CSPF9 1 g g 9 CS-WP SHEATHING FASTENING BRACED WALL SPACING: 30.75 1 30.75 58.5 60 6d COMMON(0.113"x2')NAILS @ 6•o/c PANEL EDGES&12'o/c FIELD OR 16ga x 1.3/4"STAPLES @ TABULATED MINIMUM BRACED WALL TOTAL TABLE R602.10.3(l) 131 131 227 25 MODEL 3'o/c PANEL EDGES&6'o/c FIELD WIND EXPOSURE FACTOR: THIS METHOD REQUIRES SHEATHING ON(1)SIDE ONLY,NO SPECIAL INTERIOR GYP FASTENING IS REQUIRED TABLE R602.10.3 2 ITEM 1 1 1 1 1 TWO STORY ROOF EAVE TO RIDGE FACTOR- TABLE R602.10.3 2 ITEM 2 1 1 1 1 DRAWING WALL HEIGHT ADJUSTMENT FACTOR: .g5 .95 .95 .95 1ST FLOOR TABLE R602.10.3 2 ITEM 3 WALL LINE QUALITY FACTOR. 1 1 1 1 SHEARWALL PLAN TABLE R602.10 3 _) ITEM 4 SHEET MINIMUM BRACED WALL LENGTH REQUIRE FE 12.44 12.44 1 21.56 2375 TOTAL BRACED WALL LENGTH PROVIDED FE 19.833 27.92 1 71.75 20.92 3 b ■irrrrr�r�r�r�r�r�r�rrr�r�■r�r��r���r�r-r-rrr-r-■r- rrr-r -rrr■■r�r�rrr�r�-■■r-r-r�r�■rr��i • �rrrrrrrrrrrrrrrrrrrrrrrrrrrrrirrrrrrrrrrrrrrrrrrr■irrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrl rrrrrrrrrrrrrrrr�■rrrrrrrrrrrr■ ■■rrrrrrr�■rrrrrrrrr■u�rr�■rrr�■rrrrrrr■■rrrrrrrrrrrrrrrrrrrrrrrrr■ OEM ■rrrrr■■rrrrrrrrrrrrrr■rrrrrrrr�irrrrrrrrrr■■rrrrrrrrtirr�■rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr� rrrrrrr-rrr-rrrrr■ rrrrr■■r�r�r��rrr�rrrrrrr■■r�r■■r■■ i�rrr-r■■r�r■■rrr�■r�rrr■■rrr�r�r�■r���rrrrrrrr� ■rrrrrrrrrrrr�■rrr�■rrrrr■rrrrrrir�■rrrrrrrrrrr■■r■■r�■r�irrrrrrrrrrrrr�■rrrrrrrrrrrrr�■ M MONEE rrrrrrr� rrrrrrrrrrrrrrrrrrrrrr■■r�■rrrr■■rrrrrrrrrrrrrr�■rr■rr��rrrrrrrrrrrrrrrrrrrr�■rrr `�rrrrrrrrrrrrrr■ ■r�■rrrrrrrrrwrrrrrrrrr�■r�■rrrr�i■■rrrrrrrrrrrrrrrrr���rrrrrrrrrrrrrrrr�■rrr■■rr- �rrrrrrrrrrrrrr� rrrrrrrrrrr►• �rr■■rrr�■rrrrrrrrr�--- .rrrrrrrrrrrrrr�■rrrrrrrr -rrr -0 mill rrrrr ■rrrrrrrrrr► ��rrrrrrrrrrrrrrr_. �rrrrrrr■■r■■rrrrrrr•��rrrr ��rrrrrrrrrrr� • . ■■r�r�r�r■■r- "RIEr■■rrrrr�rrr�rrr■ irrrrrrrrrrrr�rrrrr rr► �� �r�r■■r�r�r�r■ ■��r�r�rrr � �rr■■rrr�r�r�rrrr� � � ■r�rrr�r�r�■r�rrrr� �• `�■�rr�r■■ r■u �rrrr��rrr � .�■rr�rrrrrrrrr■■� ■ �� loin i■■rr�rr.•■■�rrrr `r- r`�rrrrrrrr•■rrrrrrrrrrrr� ■ I ��I � -MEN rrrrr irmrr ■ rrrrrrr-rrrrrrrrrr■rrr � irrrr � � irrrrrrrrr ■rr■■r � rr� r■rr►■rrrrrrrrr r�r, rrrrr• � rrrrrrr-■.► �� �� ���rr`rrrr�rrrr�.rrrrrrrr�■rrr■■�rrr■rr�rr�■rr�■`■rrrrrrrr■rr■rrr��■•l��� ��■rr� NNE IMEN r �Il�i rrrrr■rrr� r�■rrrrrrrrrr rl�i" `rrr� ��rrrrr■ i rrrrrrrrrrr►- �� rr■ i�-�r� �rrrr■■� �Ti■rrrr■■rrr■■r► rrrINE rrrrrrrrr■irr■r■�rrr�■■r�.�r..������r MEQ ��� __ __ ��� _ ��� _ ; �� �� �� �� �� ; _ ■o■ moi __ mom — �0000000� r� ■ SEMEN ••• INEWS MENEM SEMEN NNE NEEM mom ■ I 1011� ■ ■ INN ■ ••- NINE - 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- ■■■ ��� ��� ::_ ■■■ - - ■■■ ■■■ ■■■ - - ■■ ON on — _— ■■■ 111 11� -- ■■■ =-- __ ■■■ ■■■ ■■■ ___ —_ �r - - - ■" ,,1 1" 1,1 ; - ''' ,,, „' : •111 : ,,, 1" j 111 = .'�� 111 01 e ■■� �■� �■� ��� E = 111 ; ��� ��� : 111 a ��� ��� ; 111 = _— �11 111 11�i ELEVATIONS ELECTRICAL NOTES FIXTURE SCHEDULE 78Y 7 SMOKE DETECTOR SHALL NOT BE LOCATEDWITHIN 20 FEET OF KITCHENOR3 FEETOF BATHROOMANO IF 12 STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND EXTERIOR WALLS AS REQUIRED 21 ALL RECEPTACLES REQUIREDBY SECTION 21052SHALL BE TAMPER PROOF dQ 4'RECESSED FACADE LIGHT E EYE BALL LIGHT BAR LIGHT 1 ALL ELECTRICAL WIRING AND DEVICES INSTALLED BY MANUFACTURER SHALL BE DETERMINED LOCATED CLOSER THAN 3 FEET HORIZONTALLY FROM KITCHEN OR BATHROOM DOOR WHEN HALLWAY 13 ALL HOLES THROUGH PLATES IN WALL MUST BE FREBLOCKED 22 CEILING LUMINAIRE BOXES SHALL BE RATED FOR 50 LB NECESSARY AND PLACED IN ACCORDANCE WITH THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL CODE OR OTHER ROOM RESTRICTS DETECTOR MOUNTING OPTIONS THAN THAT SMOKE DETECTOR SHALL BE PHOTOELECTRIC TYPES AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF IO.P OR MORE W LENGTH 23 BALCONIES,DECKS OR PORCHES WITH USABLE AREA OF 20 SO FT SHALL BE PROVIDED WITH Q RANGE HOOD Fh FAN LIGHT COMBO EXTERIOR LIGHT ACTUAL LOCATIONS OF ELECTRICAL DEVICES IN THE MODULES MAY VARY FROM THOSE DEPICTED ON TPESE 8 A SMOKE DETECTOR SHALL BEACIDC TYPE POWERED FROM ALIGHTING CRCUITAD PROVIDED ON EACH FLOOR LEVEL CIRCUITS'7','8'&'33'ARE DEDICATED FOR CRAWL SPACE OR BASEMENT WRING A RECEPTACLE LOCATED NO MORE THANGA'ABOVEAREA SURFACE DUPLEX RECEPTACLE PUNS BUT IN ALL CASES SHALL CONFORM TO THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL CODE INCLUDING BASEMENTAND CELIARAND IN AIA FOR EACH 12005(1 FT OR PART OFI SHALL BE INSTAILEDWEACH OR EQUIPMENT INSTALLATION,AND ARE INSTALLED BY BLUER ON SITE PROTECTED L CEILINGLIGHT ( TI ) 24 BALCONIES,DECKS OR PORCHES SHALL BE PROVIDED WITH ■ © ACIOC SMOKE DETECTOR 2 O LL SWITCHES TO BE 4B RECEPTACLES TO BE 74',ANOCWNTERTOP RECEPTA0.ES TO BE 4B'138'VANITY) BEDROOM,OUTSIDE EACH SEPARATE BEDROOM IN THE IMMEDIATEVICINRYOF BEDROOM NEAR THE BASE OFALL STARS 16 ALL GFI RECEPTACLES SHALL BE LOCATED INA READILY ACCESSIBLE LOCATION A RECEPTACLE LOCATED NO MORETHAN84iABOVEAREA SURFACE O 220VRECEPTACLE O FLOURESCE14T LIGHT TO THE BOTTOM OF THEBLSXFROMTHEFINISHED FLOOR HEIGHTSARE APPROXIMATE WHERE SUCH STAIRS LEAD TO OCCUPIED FLOOR THEY SHALL BEWIREDINSUCHAWAY THATACTNATIONOF 25 ALLFOYERS NOT PART OFA HALLWAY IO'-V OR GREATER W LENGTH AND HAVING AN AREA ® SDICO COMBO 1 17 RANGE HOODS TO BE VENTED TO THE EXTERIOR IF KITCHEN IS PROVIDED WITH 4%OF FLOOR AREA WITH 112 WITCHED RECEPTACLE � 3 KITCHEN OU INLENGTH RECEPTACLES TACLESGREATERSH WILL HAVES REC DINSU((NABITYSOTAT OSPI� ONE WILL ACTIVATE ALL.AND WITH NO INTERVENING SWITCHES IFADDITIONALSMOKEDETECTORSAREINSTALLEDBY NATURAL VENTILATION,NOW VENTED RANGE HOODS MAY BE USED GREATER THAN 60FT/2 SHALL HAVE RECEPTACLES LOCATED W EACH WALL SPACE 3FT OR MORE JUNCTION BOX WALL LIGHT 4 OF CHENCOUNTEMEASURED ALONG SHALL BE INSTALLEDW A' WBETWEE 2NOSPACE BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MODULAR MANUFACTURER 18 ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL MUST HAVE CIRCUITS WIRED INTO IN WI DTH AND UNBROKEN BY DOORWAYS,FLOOR TO CEILING WIDOWS AND SIMILAR OPENINGS ; SINGLE POLE SWITCH OF COUNTERTOP MEASURED ALONG THE WALL WILL EXCEED 7-0' 4'-0'BEM'EEN2RECEPS)MONO COUNTERTOP ®ENTRANCE PANEL RO SCONCE SPACE GREATER THAN I2'WILL BE WITHOUT A RECEPTACLE ALL CEPTACLES WILL BE GFCI PROTECTED 9NONMETALLIC-SHEATHED CABLE SHALL BE TYPE NM-S PANELON SITE 26 WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH 3 WIRE©SAFETYSWRCH UNDER CABINET 3 THREE WAY SWITCH 19 CIRCUIT GROUND I ARRANGED SO AND LOCATION OFELECTRICAL PANEL IN CRAWL SPACE MDDELS ISTD COMPLY ,THE EDC CIRCUIT CONDUCTOR SHALL BE PROVmEDAT THE SWITCHLOCATION 5 RECEPTACLES WILL BE BE INST LLED THATCH POINT WITHIN 10 WALL BEDROOMS AND W7ERC TFROM A RECEPTACLE IO CONDUCTORSQUIPMTSHALL BEL BLE FORNTSHALL ANDUSE AND IN ISTEDCCMP BY CEWiTHAS LABELGVIZEDTESTOJG LAB WITHARTIFICAL 312 OF THENATIONALELECTRICALCODE. 27GARAGESSHALLBE PROVIDED WITH GFI PROTECTED RECEPTACLE,INCLUDING ONES $4 FOUR WAY SWITCH ONLY (OISCCNNEC AT60•AFF ® NJACK CHECKED BY 6 A CO DETECTOR SHALLBE INSTALLEDONEACHFLOOR WITHIN LOFT OFBEOROOMS AD O4TERCONNECTEO WRH SMOKE THE EOUIPMENTSHALLBESUITABLE FOR LOCATION AND USEANDIN COMPLV�NCEWOTH RS LABELAD LISTWG n PHONE JACK DETECTOR 11 ALL RECEPTACLES TO BE GROUNDED TYPE 20 ALL OUTLETS SHALL BE ARC FAULT PROTECTED WCLUDLVGSMOKE DETECTOR. PROVIDED FOR DOOR OPENER I'RECESS ED CEILING LIGHT CHIME DOOR CHIME BUTTON ® MK THERMOSTAT ■� WP WEATHERPROOF EXHAUSTFAN SPOTLIGHT GET GROUND FAULT AC RECEPTACLE CIRCUIT INTERUPTER DATE 200 AMP SERVICE PANEL 2-3-27 CIRCUIT BREMSZ ER WIRE VAKER 0. ASN CIRCUIT SALESMAN,DESCRIPTION DESCRIPTIONIDENTff AMP VOLT SIZE SME AMP VOL IDENTIF / �'� -- ��� I SMALLAPPUANCE(AFCI) 20A 110 12-2 122 20A 110 SMALLAPPWWCE(PFCB 2 MATT R 10 3 SMALL APPLIANCE(AFCO 20A 110124 124 20A 110 SMALL APPWINCE(AFCO 4 SCALE WP 10 %_ \ \ 5 WASHERIGFI) 20A 110 12-2 143 15A 110 DISHWASHER(AFCIIGFO 6 COIL WIRE F ON SITE LIGHT \\ , COIL WIRE FOR ON SITE LIGHT 7 REFRIG(AFI-GFI) ISA 110 142 143 ISA 110 RANGE HOOD(PFCI.GFO B NONE 9 GENERAL LIGHTING(AFI) ISA 110 143 144 15A 110 GENERAL LIGHTING(AH) 10 11 GENERAL LIGHTING(AFQ ISA 110 142 143 154 110 GENERAL LIGHTING M12 y m m m m m m m \ 13 GENE RAL LIGHTING 15A 110 14-2 143 15A 110 GENERALLIGHTWG lAFO 14 m m m m m m m m I. / WIRE ANDD-BOX 1 WIRE ANDD-BOX 11 --------------------------� s GENERALLIGHTWG(PF) 1sA 710 143 142 ISA 110 GENERALLIGHTW0pF0 is GF F GF r- - GF GFI GF F FOR ON SITE 17 23 20A 10 BATH GFI 1B I I II r jl I IG I ' FOR ON SITE 1 1 1 I Fl lL-- 1 i 12 I RANGE 40A 220 8J ¢P II I F-----I-- i 11 I q• MOTION LIGHT MOTION LIGHT I 9 z3 2A tta BA HGR 20 1 --- ---J41L:— 10 11 DW ----�— j / 12 — — % 12 21 GENERALLIGMONG(SFO 15A 110 144 22 �LS36 B36 C B24 -SE36 AREA 630 MF B21 _ _ 11 23 GENERAL LIGHTING(AF7) 15A tt0 144 10. 3M -0 ORYQt 24 1 25 GENERAL LIGHTING(AR) ISA 1 110 142 14.21 ISA 110 GENERAL LIGHTING(AFO 26 F 1- 9 9 9 / 9 27 GENERAL LIGHTING(AFD ISA 110 14-2 12-2 20A 110 BATH GFI 2BW � (0007 C�(.D W U s1 _J00 q� 20' 4" I \ I 29 GENERAL LIGHTING(AFI) 15A 110 113 143 ISA 110 GENERAL LIGHTING(AFD 30 S��� 'm I , KITCHEN--O' 1 / ___4 12 01 GENERAL UGHTING(AFI) 15A TIO 144 142 154 110 GENERAL LIGNTWG IAFO 32 U U U U U I- LL I }� \ � I 13 o- 4" 03 SPARE SPARE J4 K m U m m U f7' 2 I IGO o x I 12 BEDROOM#4 35 SPARE SPARE 36 Z O W W W W.=W Im - 624_ B24 B24 B24 I o t U \ LIVING ROOM 1 m 1 37 SPARE JB Z 0 0 0 0 0 J r— Toec.T.o=cTco=, / 1 1 r SPARE —000000 O 1 &19 f I I I 22 li R-10 / I 39 sPAnE 4B �t =====o= z� 4.. 9 X2111 01 10 10 - -L[?J10 I 2m ' 11�� I z ff F�} I 13 ��UUUUc7 �c I(' \ SWITCH,WIRE,AND I - / 081 4Q a IL---J ---1BOX FOR ON SITE---1---J1 aD ` I 1 - 1 1 , �¢, I -t L k. HALL 75940-15 (`--------- CEILINGFANILIGHT I 113 Y" I I 2 i im I ------ \ \ I-_, Ytl BATHROOM 79543-15 W e T �'4'',y, \l J 1 L KITCHEN 79543-15 m —9 911 SWITCH,WIRE,AND o _CD __ _ BOX FOR ON SITE "' r �\ �LS361 -B27 -1 B�0 II -B Ra- II I 4"1 / q"12 — 12 I LKS KITCHEN N 532615 1 1 — — — — 13 CEILING FANLIGHT 2 1 - ---2-I - I 7 II GF161 GF 2 GF 2 F II GF II 11 11 L DINING 31036962 / / ROOM oIm 3 / / -OR R NOOK 31035-962 Q 3 3 15 Y 3 � I � FOYER Q x/14 ' 25FS, 4 — — 1 q., — q°14 15 \ 12 12 15 Yr HANGING 51035962 4" � � — 25 ,� 4" — � � _ — � _ FOYER h 14 4 15 — — _ _ _ L HANGING 51075-962 / I.S 1,5 5 2 2-STORY \ ------ ----------- I K CLOSET ———— -�;'1- UW I C 5326-15 Z 1 I C STAIRS / DINING ROOM / 4" 14 E T080T FOYER I 44" / 16� -($)G GARAGE 79543-15 TO 2ND FLR$3 I 15 1 Jif 16 R FRONT EXT. 8510-26 14 / TO 2ND FLR 3 / I / / 0 REAR EXT. 8509-26 I 3 fK SPOT LT WPLKIT2 ��ANTRY 1s 16 FrL / WALK-IN lJ G .1 16 120GF \CLOSET 5' 11126(4C \ 1 J14 1 / BATH#3 j^1 \ O RE CAN ED 1151AT-14 p 14 1, 16-_ BA H#4 i `=16 I ` O RECESSED 1105 o Q q" I" _ �16 1 CAN \ 3 — — ��},j\���__\J/1 I/\/\��_=J�;�• I OE UF0 ¢_ 5• i � COILWIREFORONSITELIGHT 11128QC ¢_osgy o$o16 � -i l RECESSED 7wo- 15 (301EYEBALL 3 GR W 6 RECESSED m =oLL o y " MPR OFE 1155AT- 'P 5 LFIGHT 3677H LIGHT BS 4 30 2 9 L ---"^��•L 44035.962 - /�y% a r't% '�Y/ �_ VSB60 DBL m NOTES: 1 LIGHT BAR 3 aaa3s-962 MODTWO STORY �J `7 i �� VSB36,42,48,60 DELETE ALL CLOSET SHELVING FRONT ;�� ALL KITCHEN CABINETS,COUNTER TOPS AND SINK ON SITE BY BUILDER 9'-0"CEILING HEIGHT NOTE TOBUIDER DRAWINNG ST FLOOR ALL BATHROOM CABINETS, COUNTER TOPS SINKS AND TOILETS ONSITE BY BUILDER != ALL INTERIOR DOORS TO BE 2-PANEL SQUARE SM60TH 2 X 12 FLOORS N * RECEPTACLE55HOWNAREASREOUREDBYNATIONAL ELECTRIC PLAN `I \ ��i�+ \ ELECTRICAL CODE THE HOUSE AS BUILT MAY HAVE *NOTE:BRACED WALL CALCULATIONS REQUIRED N CONSRUCTION REQUIREMENTSAND S RELOCATED AS EN COMPLIANCE WITH D DUE TO SHEET mo WINDOWS ON 1ST FLOOR SET @ 8'-0" yT�`� -'?��`� BUILDERS COGNANRE CUSTOM TRUSS REQUIRED �C` of-- I'V�/ 6L] N N V ELECTRICAL NOTES FIXTURE SCHEDULE PRELIMINARY q 7 SMOKE DETECTOR SHALL NOT BE LOCATED WITHIN 20 FEET OF KITCHEN OR 3 FEET OF BATHROOM AND IF 12 STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS AND EXTERIOR WALLS AS REQUIRED 21 ALL RECEPTACLES REQUIRED BY SECTION 210S2 SHALL BE TAMPER PROOF ILO 4•RECESSED FACADE LIGHT E EYE BALL LIGHT BAR LIGHT 1 ALL ELECTRICAL WIRING AND DEVICES INSTALLED BY MANUFACTURER SHALL BE DETERMINED LOCATED CLOSER THAN 3 FEET HORIZONTALLY FROM KITCHEN OR BATHROOM DOOR WHEN HALLWAY 13 ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED 22 CEILING LUMINAIRE BOXES SHALL BE RATED FOR 50 LB NECESSARY AND PLACED IN ACCORDANCE WITH THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL CODE. OR OTHER ROOM RESTRICTS DETECTOR MOUNTING OPTIONS THAN THAT SMOKE DETECTOR SHALL BE PHOTOELECTRICTYPEI4 AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF ID-P OR MORE WIENCTH 23 BALCONIES DECKS OR PORCHES WITH USABLEAREA SHALL BE PROV03EDWTH H❑ RANGE HOOD F2 FAN LIGHT COMBO EXTERIOR LIGHT ACTUAL LOCATIONS OF ELECTRICAL DEVICES IN THE MODULES MAY VARY FROM THOSE DEPICTED ON THESE a ASMOKE DETECTOR SHALL BE AGDC TYPE POWERED FROM ALIGHTING CIRCUITAND PROVKIED ON EA CH FLOOR LEVEL 15 CIRCUITS'7','B'&'33'ARE DEDICATED FOR CRAWL SPACE OR BASEMENT WRING A RECEPTACLE LOCATED NO MORE THAN geABOVE AREA SURFACE DUPLEX RECEPTACLE LCEILING LIGHT 216253 WALL WIT LTo BE SHE:EPTAFORM TO THEAPPLICABLE VERSION OFTHE NATIONAL ELECiRICAICODE WCLUDING BASEMENTAND CELLAR AND(IN MA FOR EACH R00 SO FT OR PART OF IT)SFLALI REINSTALLED IN EACH OR EQUIPMENT INSTALLATION AND ARE INSTALLED BY BUILDER ON SITE(GFCIPROTECTED) 2d BALCONIES,DECKS OR PORCHES SHALLBE PROVmEDWRH © AGOCSMOKE DETECTOR 2 WALL SWITCHES TO BE dB'RECEPTACLES TO BE 7a•AND COUNTERTOP RECEPTACLES TO BE 48-(36'VANITY) BEDROOM OUTSIDE EACH SEPARATE BED ROOM IN THE IMIDIATEVECINITY OFBECR00M NEARTME BASE OFALLSTAIRS 16 ALL GFIflECEPTACLES SHALL BE LOCATED INA READILY ACCESSIBLE LOCATION ARECEPTACLE LOCATED NO MORE THANfiSABOVE AREA SURFACE a 220VRECEPTACLE O FLOURESCENT LIGHT TNY WALLHE TTOM LENGTH OR FREATR FINISHED AREC(H TA LE ARE APPROXIMATE) WHERE SUCH STAIRS LEAD TO ANOTHER OCCUPIED FLOOR THEY SHALL BEWIRED IN SUCHA WAY THATACNATION OF 17 RANGE HOODS TO BE VENTED TO THE EXTERIOR IF KITCHEN IS PROVIDED WITH4%OF FLOOR AREA WITH25 ALLFOYERSNOT PART OF A HALLWAY IO'0'OR GREATER IN LENGHT,AND HAVINGAN AREA 1/2 WITCHED RECEPTACLE ® CO DETECTOR DRAWN BY 3 ANY WALL Y-0'IN LENGTH OR GREATER WILL HAVEA RECEPTACLE fHABILABIE SPACE ONLY ONE WILL ACTIVATE AIL,AND WITH NO INTERVENING SWITCHES IF DETECTORS ARE INSTALLED BY NATURAL VENTILATION,NON VENTED RANGE HOODS MAY BE USED GREATER THAN 60FT2 SHALL HAVE RECEPTACLES LOCATED IN EACNWALLSPACE 3FT OR MORE 4 KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN SUC AWAY SO THAT NO SPCE IN WIDTH AND UNBROKEN BY DOORWAYS FLOOR TO CEILING WINDOWS AND SIMILAR OPENINGS SINGLE POLE SWITCH ❑J JUNCTION BOX WALL LIGHT OF COUNTERTOP MEASURED ALONG THE WALL WILL EXCEED 2'-0'(4'B'BEIWEEN2RECEPS)ANDNOCOUNTERTOP ONE THEY MUST BE INTERCONECTED WITH ONES INSTALLED BY MODULAR MANUFACTURER 18 ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL MUST HAVE CIRCUITS WIRED INTO ®ENTRANCE PANEL SCONCE gg SPACE GREATER THAN I2'WILL BEWITHOUTA RECEPTACLE ALL RECEPTACLES WILL BE GFCIPROTECTED 9 NONMETALLIC-SHEATHED CABLE SHALL BE TYPE NMB PANEL ONSITE 26 WHERESWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH THREEWAYSWITCH UNDER CABINETLIGHT 19 LOCATION O'ELELTRICAI PANEL MOO ELS IS TO COMPLY CIRCUIT,THE GROUNDED CIRCUIT CONDUCTOR SHALL BE PROVIDEDAT IKE SWITCH LOCATION 3 WIRE®SAFETY SWITCH 5 RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL BE MORE THAN 6 FT FROMA RECEPTACLE IO CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABLED OR LISTED BY A NATIONALY RECOGN2ED TESTWGIAB =p FOUR WAY SWITCH ONLY ® TVJACK CHECKED BY 6 ACO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WITHIN IO FT OF BEDROOMS.AND INTERCONNECTEDWITH SMOKE THE EQUIPMENT SHALL BE SUITABLE FOR LOCAT1, AND USE AND IN COMPLIANCE WITH ITS LABflANDNVEDTE TI WITH ARTICAL 3120E THE NATIONAL ELECTRICAL CODE 27 GARAGE'S SHALL BE PROVIDED WITH GFI PROTECTED RECEPTACLE,INCLUDING ONES (DISCONNECT)AT 60-AFF DETECTOR.(COMBINATION SMOKE AND CO DETECTOR MAY NOT BE USED W THE STATE OF MA 11 ALL RECEPTACLES TO BE GROUNDED TYPE 20 ALL OUTLETS SHALL BE ARC FAULT PROTECTED,P'0.UDWG 5610KE DETECTOR PROVIDED FOR DOOR OPENER R I'RECESSED CEILING LIGHT CFWE ® IN THEACK THERMOSTAT ■ DOOR CHIME BUTTON GWP Fl GROUNDEFAURI�F MK E%HAUST FAN LJF.� SPOTLIGHT CIRCUITIMERUPTER AC RECEPTACLE V DATE 2-3-27 SALESMAM MATT R 21 SCALE TR WP 21 NONE GFI ymmmmmmm 5 �\\ / 25 mmmmmmmm 25 21 ' — — \ 21 23 \"2b 4" � — — — — � X 27 23 4" 21 Y\ — — — — ��T")m 27 \ / 23 BEDROOM#2 \ BEDROOM#1 / oP ,- TV \ / oww ww wo w 1 I - / R 27U �=UR 21LDI \ - ------------ P J I I / \ wwwww w 23 R z 0 0 0 0 0 P 210-- 1��_ ��', I SWITCH,WIRE,AND BATH#1 / \ SWITCH,WIRE,AND -=-- -==--------- BOX FOR ON SITE 1 / I\ BOX FOR ONSITE 21 1 I CEILING FANLIGHT / 27 \1 / CEILING FANLIGHT XD I \ I L �]�L -- 427 FIL \ 16-L � N :r i(D 27 11 1 \ 23 '23�T� BATH#2 i \ ` 25 p�' .• I i `-027 0 ( 23 25 \ 25 /`'' . 4 25 2 . i 4 — 4" \ 27r--i 2ii 1 S 3 \ \ `�D 21 21 T F i 27 25� \ 27 X f, i V 2 F 81 a ------- ____ ! $3 $ U. — to atz �. / — �0� M 25 30 300 1 32 / to 4- 11 — 30 \ 30 L----- ---L-----' 30 31 \ 11 \ 1 /X32 -------- ----------------- / N 2 \ 4° 25 I \ / 32 aS_ 4" STUDY 9 ` i / 4° a 3 4 TO $3 TO 1STFLR$3 32 29 r--- \\ WALK-IN m 29 BEDROOM#3 bl I I \ I IIf � NOTE WIRE AND BRACE CLOSET / II 22&24 -031 \ \ 0 31 1 \^32 29 I `11 :e -_-_ , SWITCH,WIRE,AND N r 9 BOX FOR ON SITE 1 I 29oj. I lof�I I CEILING FANLIGHT ' g I SWITCH,WIRE,AND 5 II I BOX FOR ON SITE I I 14 I I I o CEILING FANILIGHT I I o L_ 32 L3p \32 0 I I 29 LAUNDRY -030 ��� C13 / Orz �r>ou 29 6' 3b `\ 4" 326 U.0 ¢M — 43 LLJ �2. F-S30 29 29 32 32 H- F- C9 9 GAR y `\ A., MODEL V ¢ NOTES: TWO STORY � g DELETE ALL CLOSET SHELVING �7a� " FRONT ° � ALL BATHROOM CABINETS,COUNTER TOPS SINKS,AND TOILETS ONSITE BY BUILDER -� t; �,t DRAWING -X ALL INTERIOR DOORS TO BE SOLID COR 2-PANEL SQUARE SMOOTH ''1=' �1 NOTE TO BUILDER 2ND FLOOR 8'-0"CEILING HEIGHT N RECEPTACLESSHOWAREAS REQUIRED BYRATIONAL ELECTRIC PLAN ¢ 3 ELECTRICAL LODE THE MOUSE AS BUILT MAY HAVE 2 X 12 FLOORS \ D 3`-1 /1� CONSTRUCTRECEPTACLION REW TMENTS AND W COMPLIANCE WITH SAD AS NEEDED DUE TO HEET � ��n 3� I BUILDING CODE d DATEra] BUILDERS SIGNASIGNATURERE S r DATE do m '-I R PRELIMINARY 4 ALLOWABLE FALL IN TRAP ARM THE TOTAL FALL IN TRAP ARM DUE TO PIPE SLOPE SHALL NOT EXCEED ISLAND VENT VENT THRU ROOF ONE PIPE DIAMETER,NOR SHALL THE VENT PIPE CONNECTION TO A FIXTURE DRAIN,EXCEPT FOR TO GAS SUPPLY IF PLUMBING NOTES 216253 WATER CLOSETS AND SIMILAR FIXTURES,BE BELOW THE WEIR OF THE TRAP,VERTICAL LEG FOR WASTE f BRANCH CONNECTS MA ONLY OR CONNECT TO 1 ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR AND BETWEEN FLOORS IS THE FIXTURE GRAINS TO APPLIANCE OR OTHER VENTS RESPONSIBILITY OF THE BUILDER/CONSTRACTOR AND IS TO BE DONE IN ACCORDANCE W/STATE AND LOCAL CODES A VERTICAL LEG('B'IN DIAGRAM)MAYBE INSTALLED IN THE TRAP ARM OFA WASTE-VERTICAL LEG FOR TO APPLIANCE IF SAN-TEE 2 CONCEALED PIPING IN UNHEATED AREAS,INCLUDING OUTSIDE WALLS,SHALL BE PROTECTED AGAINST FREEZING IN DRAWN BY A B WASTE FIXTURE DRAINS AVERTICAL LEG('B'IN DIAGRAM)MAYBE INSTALLED IN THE TRAP ARM OFA BRANCH CONNECTS PLANT.PIPING SHALL BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE WASTE-FIXTURE DRAIN IN LIEU OF THE USUAL TRAP ARM TO VENT CONNECTION TYPICAL TO GAS SUPPLY 3 ALL WASTE AND VENT LINES IN MODULES ARE ABS OR PVC PIPE ALL SUPPLY LINES IN MODULES ARE COPPER,PEX,OR BB INSTALLATIONS INCLUDE ISLAND SINKS AND FIXTURES NOTADJACENTTO AWALL VERTICALLEGTRAP 3"VENT THRU ROOF ARM INSTALLATIONS SHALL MEET THE FOLLOWING CRITERIA CPVC 1 MINIMUM TRAP DIAMETER SHALL MEET CODES KITCHEN SINK —NEAREST 4 PITCH ON HORIZONTAL WASTE LINES IS}-PER FOOT FOR 3'DIAMETER PIPE AND LARGER,}PER FOOT FOR LESS THAN 3' CHECKED BY 3"DROP TO 1ST FLR VERTICAL PARTITION DIAMETER PIPE MK C 2 THE DIAMETER OF SECTION'A•SHALL BE EQUAL TO THE DIAMETER OF THE TRAP FIXTURE 5 WASTE LINES INSTALL WYE WITH CLEAN-OUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTEM 4' DATE TEE MINIMUM WASTE LINE TO SEPTIC(BY BUILDER IN FIELD) TABLE P 7206.71 3 THE LENGTH OF S ECTION'M SHALL BE NOT LESS THANBAND IN ACCORDANCE WITH TABLE P-220671 VENT 6 WASHER SHALL HAVE MINIMUM 2"TRAP 2-3-27 MAXIMUM LENGTH OF TRAP ARM"A' 4 CONTINUOUS 7 REMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEAN-OUT ACCESS THE DIAMETER OF SECTION'B'SHALL BE ONE PIPE SIZE LARGER THAN THE DIAMETER OF SECTION A° NIPPLE OF WASTE B GARBAGE DISPOSAL MUST HAVE SEPARATE TRAP DISHWASHER CANNOT DISCHARGE INTO GARBAGE DISPOSAL SALESMAN. DIA LENGTH THE LENGTH OF SECTION'S'SHALL BE NOT MORE THAN 3fi INCHES ANY LENGTH 9 KITCHEN SINK SHALL HAVE 2'DRAIN WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE CONNECTED MATT R (INCHES) (FEET) 5 CLEANOUT 10 HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 45'WYES,LONG 1-114 36 CAPTI) SWEEP 90'ELBOWS,LONG SWEEP Y'S,6TH,8TH,OR 16TH BENDS,APPROVED COMBINATIONS OF THESE OR EQUIVALENT SCALE 6 THE DIAMETEROFSECTION'C SHALLBEONEPIPESIZE LARGER THAN THE DIAMETER OF SECTION'S' y"GRADE LONG SWEEP FITTINGS SHORT SWEEPS ARE PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN 11/2 5 P-TRAP PER FOOT DIRECTION ON 3'PIPE AND LARGER NONE 2 B 7 THERE IS NO RESTRICTION ON THE LENGTH OF SECTION'C 11 ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6'ABOVE THE FLOOD LEVEL OF THE HIGHEST 3 10' 8 BENDS SHALL BE THE DIAMETER OF THE LARGEST CONNECTED SECTION SEDIMENT TRAP INSTALLATION FIXTURE IN THAT BRANCH y m m m m m m m 4 14' METHOD 12. PVC.DwV PIPE SUPPORTS AT BRANCHES,CHANGES IN DIRECTION,AND AT THE BASE,EACH FLOOR AND MID STORY m m m m m m m m (VERTICAL)MAXIMUM EVERY 4'-0'AT THE END OF BRANCHES,AND CHANGE OF DIRECTIONS OR ELEVATION, VERTICAL 13 PIPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOORICEILING SHALL BE FIRE STOPPED WHERE REQUIRED BY FIXTURE 1}"FOOT VENT ALL CODES WITH MATERIAL EQUIVALENT TO CONSTRUCTION THROUGH WHICH IT PENETRATES AND BE SUITABLE TO PIPE DRAIN MATERIAL OR USE METAL PIPE FROM A MINIMUM OF ABOVE THE FIRE RATED ASSEMBLY AND DOWN 14 FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT IS COVERED OR CONCEALED IN THE CONSTRUCTION PROCESS 15 ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING,CUTTPIG,OR NOTCHING SHALL COMPLY WITH z m rn rn m rn m p W W W w W W (2015IRCR50281,R50282,and FIGURER5028) IF THE LIMITS ARE EXCEEDEDTHE MEMBER SHALL BE LEFT INA SAFE m z O CD z z a O STRUCTURAL CONDITION BY BEING REINFORCED,REPAIRED,OR REPLACED IN ACCORDANCE WITH THE STRUCTURAL > ¢¢ LONG TURN 1/8 BEND (LONG SWEEP OR OUT/4 BEND AN 2"HORIZ.DRAIN REQUIREMENTS OF THE CODE W o N w u u TEE WYE 4 BE ( 16 FIELD INSTALLED(ON-SITE)PIPING SHALL BE APPROVED BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICER PIPING p m m m m m SHORT SWEEP SHALL BE FIELD TESTED FOR LEAKS. w w w w w w z�����Jm SEE NOTES) AN AIR ADMITTANCE VALVE MAY BE USED ITHE "A'TRAP 17 BATHTUBS,INCLUDING GARDEN TUBS,HYDROMASSAGE,AND HOT TUBS SHALL HAVE A 1i"MIN OVERFLOW O O O O O O O TO 3"VENT p r r r r r r TEE TEE TEE TEE 1/46END FIXTURE DOES NOTDRAItdINTOAVENTEDINLET SIZE 1e JOINTS AROUND PLUMBING FIXTURES SHALL BEMADE WATERPROOF ATFLOORS,WALLS,BCOUNTERTOPS >>�wmmmw oM »»> > THRU ROOF 19 EACH FIXTURE SHALL BE INDIVIDUALLY DIRECTOR WET VENTED w m 000 O O"-O (NOT PERMITTED IN MA) 20 EACH DWELLING UNIT SHALL HAVE ONE MAIN 3'STACK FROM BUILDING DRAIN TEE 21 ALL VENTS THROUGH ROOF TO BE T MIN DIAMETER AND SHALL TERMINATE ABOVE THE ROOF SEE PG II F-'VENT THRU (MAY BE INSTALLED ON-SITE ROOF DETAIL'FOR REQUIRED EXTENSION ABOVE THE ROOF LINE OR IN FACTORY) "TRAP ARM 22 BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2'VENT TO BASEMENT STUBBED BELOW THE FIRST FLOOR, STANDPIPE HEIGHT WASHER THEN CAPPED AND LABELED BASEMENTVENT MAYBE DELETED WHEN CLOTHES WASHER IS ON THE FIRST OR SECOND AND TRAP SIZE BOX SAN-TEE KITCHEN SINK FLOOR SAN-TEE w (OFFSETSAN-TEES "VERTICAL LEG 23 ALLTRAPARMSMUST BESUPPORTED WITH}'MINIMUM BEARING(MAONLYI ¢N �' ;A LAVATORY WITH BACK-TO- 24 ALLPLASTICPIPE MUSTBE SUPPoRTED AT INTERVALS WACCORDANCEWITH APPLICABLE PLUMBING CODES or_co�-� 4 (FIXTURE INSTAL- ? BACK FIXTURES) CONTINUOU 25. TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET.MAXIMUM VERTICAL DROP FROM FIXTURE SAN TEE OUTLET TO TRAP WEIR 1524' z LATION ON VENT ° WASTE 26 INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR SUP JOINTS ACCESSIBLE TRAPS SHALL BE REMOVABLE LAVATORY N n e n m m STACK) LAVATORY TAIL PIECE FOR P-TRAP VENTED LINE WITH UNION IN TRAP SEAL OR HAVE CLEAN OUT OPENING SIZED THE SAME AS THE TRAP (BACK-TO-BACK OVER FL OW AND WASTE CONNECTION 27 MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE PLUMBING WET VENT THRU INSTALLATION) TO VENT"D" CODES ONE D F U ONLY 28 PIPING SHALL BE PROTECTED WITH SHIELD PLATES WHEN PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1314' P-TRAP PTRAP TUB/SHOWER FROM EDGE OF MEMBER WATER OR WHIRLPOOL THE VENT PIPE FROM A FIXTURE DRAIN,EXCEPT WATER CLOSETS AND SIMILAR SIPHONIC FIXTURES, 29. FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE DIAMETERS P-TRAP CLOSET �wll P-TRAP OPTION SHALL NOT CONNECT BELOW THE TOP WEIR OF THE TRAP.THE VENT PIPE MAY BE CONNECTED ATA DOWNSTREAM OF STACK BASE AND NOT CONNECT INTO SECOND FLOOR DRAIN STACK LOWER ELEVATION IF THE.FOLLOWING ARE MET' 30 POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY BUILDER IN ACCORDANCE WITH APPLICABLE STATE FINISH 1 THE VERTICAL SECTION OF THE DRAIN PIPE SHALL PLUMBING CODES BE AT LEAST ONE PIPE SIZE LARGER THAN THE TRAP 31 ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS AND LAVATURES (SEE ISLAND 0 FLOOR SAN-TEE DETAILS) LONG TURN CLOSET FLANGE 1/4 BEND 1/4 BEND SAN-TEE INLET SIZE c 32 ANTISIPHONING DEVICE,VACUUM BREAKERS,AND AIR GAPS FOR WATER DISTRIBUTION SYSTEMS'PROTECTION OF LONG SWEEP LONG SWEEP P-TRAP 114 BEND 2 THE HORIZONTAL PIPS CONNECTED TO THE TRAP OUTLET SHALL POTABLE WATER SUPPLY' I— TEE WYE &1/4 BEND P-TRAP LONG SWEEP BE AT LEAST TWO PIPE DIAMETERS LONG 321 WATER HEATER LOCATED AT OR ON LIVING SPACE LEVEL MUST HAVE AN ANTI-SIPHONING DEVICE INSTALLED W _ 3 THE DEVELOPED LENGTH OF THE TRAP ARM SHALL NOT 322 CLOTHES WASHER MUST HAVE AN A14TISIPHONING DEVICE INSTALLED(IF NOT BUILT INTO THE APPLIANCE) KITCHEN SINK/DISHWASHER/DISPOSAL WATER CLOSETS&MAIN VENT EXCEED THE VALUES STATED IN THE APPLICABLE PLUMBING CODES 33 WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED(LE WASHING 'A'-TRAP SIZE PER ALLAPPLICABLE PLUMBING CODES MACHINES AND DISHWASHERS) (g '13%TRAP ARM LENGTHS' 34 AIR ADMITTANCE VALVES MAY BE USED WHERE YOU ARE NOTABLE TO CONNECT TO A VENTED LINE OR VENT DIRECTLY z 1 1f4'TRAP•5'-0' THROUGH THE ROOF AIR ADMITTANCE VALVES SHALL BE SIZED ACCORDINGLY INSTALLED ONSITE AFTER TESTING AND O LONG TURN SHALL BE STATIC TYPE LOCATED A MINIMUM OF 6'ABOVE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE LEVEL DOUBLE 1/4 BEN TEE WYE 2'T2'TRAP 0' (NOT INSTALLED PERMITTED IN 2'TRAP-8'-0' 35 PIPE INSTALLED DOWNSTREAM OF THE POINT OF DELIVERY SHALL NOT EXTEND THROUGH ANY TOWNHOUSE UNIT OTHER m 3'TRAP-12'-0' THAN THE UNIT SERVED BY SUCH PIPING 4'TRAP-IV-O' 36 AMINIMUM OF(2)HOSE BIBS ARE REQUIRED,(1)AT THE FRONT OF THE HOUSE AND(1)ATTHE REAR OF THE HOUSE AND 'C'-SIZE IS ONE SIZE LARGER THAN TRAP SIZE SHALL CONTAIN BACK FLOW PROTECTION ____:�4 'D'-DISTANCE FROM CROWN WEIR AND VENT CONNECTION 37. TUBISHOWER CONTROLS SHALL RAVE A HIGH LIMIT STOP SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM IF 120'F 1/4 BEND ACCORDING TO MAX DISTANCEOF VENT FROM FIXTURE TRAP 38. ALL FIXTUREIAPPLIANCE SHUT OFF VALVES IN THE SAME FLOOR AS THE FIXTUREIAPPLIANCE AND SHALL BE WITHIN 30' LONG TURN OF FIXTURFIAPPLIANCE SERVED 39 AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LESS THAN 4'-0'DIRECTLY BELOW ANY DOOR, VENT DRAIN 3'VENT FROM OPENABLE WINDOW OR OTHER AIR INTAKE OPENING OF THE BUILDING OR ADJACENT BUILDING NOR SHALL VENT 1 112' 1ST FLOOR INSTALLATION AND WEATHERPROOFING TERMINALS BE LESS THAN 10'HORIZONTALLY UNLESS THE TOP OF THE VENT TERMINAL IS T-0'ABOVE THE TOP OF THE ZDZD TUB OVERFLOW APPLICABLE OPENING O DRAIN VENT STANDPIPE 1� LONG TURN THRU ROOF PER MANUFACTURERS INSTRUCTIONS �� 40 OPENINGS IN OR ON STRUCTURES WHERE OPENINGS FOR THE PASSAGE OF PIPES IN WALLS,FLOORS OR CEILINGS 18'MIN __-2'VENT o w 42"MAX LONG TURN 118 BEND SHALL BE PROTECTED FROM RODENTS WITH AN APPROVED PIPE COLLAR FASTENED TO THE ADJOINING STRUCTURE. Qo o 2' 1 1/2'SHOWER 3'VENT SEE ALTERNATE MATERIALS SECTION OF THE QA MANUAL FOR MATERIALS USED FOR COMPLIANCE OTHER THAN O m z rm z o 1112" SAN TEE FINISHED DRAINS TO DRAIN-BASED APPROVED PIPE COLLARS �=d o o" FINISHED FLOOR cn S o W y y 2'TRAP FLOOR NON-HAZARDOUS ON 5 7 GPM LINE 41 PLUMBING FIXTURES,DRAINS AND APPLIANCES USED TO RECEIVE OR DISCHARGE UQUIO WASTES OR SEWAGE SHALLSE w o } o Jo B'MINIMUM DIRECTLY CONNECTED TO THE DISPOSALSYSTEM ON SITE PER CODE O ¢„s,=u TUB DRAIN LINE LOCATION FLOW OR LESS o >> (6'MIN OR V ABOVE 42. ALL PLUMBING PRODUCTS AND MATERIALS SHALL BE LISTED BYA CERTIFICATION AGENCY AS COMPLYING WIRH THE u.l`°' o rn FINISHED FLOOR ANTICIPATED H ar w LINESNOW ACCUMULATION) REFERENCED STANDARDS AND IDENTIFIED IN ACCORDANCE WITH TABLE 313.2009 PHCC-NSPC Q WASHER/WATER HEATER PAN 43 PLUMBING FIXTURES,OTHER THAN WATER CLOSETS SHALL BE PROVIDED WITH APPROVED STRAINERS,EXCEPT HUB I­_ TRAP FINISHED 1 WASHER PAN REQUIRED ONLY WHEN WASHER IS LOCATED ON 2ND STOR DRAINS AND STANDPIPES On FLOOR LINE 2 WHERE A STORAGE TYPE WATER HEATER OR HOT WATER STORAGE TAN I112'SHOWER 44 WASTE RECEPTORS SHALL BE OFAN APPROVED TYPE,NOT INSTALLED IN BATHROOMS,ATTICS,CRAWL SPACES, CLOTHESWASHER ININSTALLED INA LOCATION WHERE WATER LEAKAGE FROM THE TANK DRAIN INTERSTITIAL SPACES ABOVE CEILINGS AND BELOW FLOORS ORIN ANY INACCESSIBLE OR UNVENTED SPACE SUCH ASA TUBISHOWER WILL CAUSE DAMAGE,A PAN IS REQUIRED PER 2009 IRC AND 2012 IRC. 1 112'TRAP VENT THRU ROOF DETAIL CLOSET WASHER STANDPIPES ARE ALLOWED IN BATHROOMS P28015 SHOWER 45 WATER CLOSET JOINTS SHALL BE MADE BY A CLOSET FLANGE OR A WASTE CONNECTO JAB SFALINGGASKET w 314'DISHWASHER DRAIN 1 112'VENT 46 INSULATION FOR 20151ECC 403 53 REQUIREMENTS FOR HOT WATER PIPE WIT (MOM-RESIST F R.3 SHALL BE 3'MAIN VENT LOOPED HIGH AND THREADED REQUIRED IN THE FOLLOWING LOCATIONS r m 1 1/2"VENT 1 PIPING LARGER THAN 314°NOMINAL DIAMETER ,[ G MODEL 8 W C VENT THRU HOLE IN CABINET SIDE OR VENT EXTENSION 2 PIPING SERVING MORE THAN ONE DWELLING UNIT DBL BRANCHVENTS SECURELY FASTENED TO COUNTER fi'MIN OR 3PIPING LOCATED OUTSIDE THE CONDITIONED SPACErli �a,� C+A'1F1}� "�� SAN ,—AS REQUIRED OR WALL OR AIR GAP 6'ABOVE ANTICIPATED VANITY 11/2' 4 PIPING FROM THE WATER HEATER TO A DISTRIBUTIOt.�� �C� % TWO STORY SINK DRAINS SNOW ACCUMULATION TEE 2"VENT FOR GARBAGE 1 DRAIN 5 PIPING LOCATED UNDER A FLOOR SLAB ,// '7' �/n \� FUTURE BASE- DISPOSAL AIR GAP SAN TEE 6 BURIED PIPING DRAWING SAN MENTFIXTURES ❑ SAN TEE 7 SUPPLY AND RETURN PIPING IN RECIRCULATION SYSH •'' PLUMBING DISHWASHER PIPE INCREASER FINISHED FLOOR THAN DEMAND RECIRCULATION SYSTEMSTEE FINISHED DISH• FINISHED DRAIN LINE REDUCER(OCCURS1112' r ^a 4 SCHEMATIC WASHER 1 1/2° TRAP ,17 FLOOR FLOOR MIN 12'BELOW ROOF ( 1 i ' I / o LINE 1 VT'TRAP AIR GAP LINE �� 1 1I2'TRAP SHEET m MA-2° FITTING WYE-BRANCH MA.2° FROST CLOSURE '\ BATHROOM VANITY WATER CLOSET AND MAIN VENT KITCHEN SINWDISHWASHER/DISPOSAL FITTING KITCHEN SINWDISHWASHER DETAIL �`.�3�'F�1� Q o m PRELIMINARY#' 216253 DRAWNBY BB CHECKED BY (� �N MK DATE SHIM AT RIDGE AS REQUIRED 2-3-27 2X4 SPF#10 2 RIDGE �\.� ' s� ' � SALESMAN.� MATT R -024 '1 y(7� SCALE 2X4 SPF#1#2 FLIP RAFTER NONE 30!N SELF SEALING FIBERGLASS CLASS C m m m m m m m m SHINGLE OVER 15#ROOF F DECKING(MIN) (ASTM D 226 TYPE I) - 12 1!2"24116 APA RATED ROOF DECKING(MIN) 2x6 SPF#2 COLLAR TYE HIM AT RIDGE AS REQUIRED y SHINGLE TO COMPLY WITH ASTM D 225 OR D 1970 SAME SPACING AS RAFTER WIND RESISTANCE ASPHALT SHINGLE TO COMPLY 2X4 SPF#19 2 RIDG 30 YR SELF SEALING FIBERGLASS CLASS WITH ASTM D 7158 CLASS G OR H.OR ASTM D 3161 2X4 SPF 01#2 FLIP RAFTE SHINGLE OVER 15#ROOF UNDERLAYMENT(ASTM D 226 TYPE 1) NON HABITABLE SPACE 12'24116 APA RATED ROOF DECKING(MIN) 2 SHINGLE TO COMPLY WITH ASTM 0 225 OR D 1970 x6 SPF#2 RAFTER @ 16'olc 12 WIND RESISTANCE ASPHALT SHINGLE TO COMPLY 2w.cww w w CD 2AME SPACING AS RAFTER x4 STUD GRADE 9 WITH ASTM D 7158 CLASS G OR H,OR ASTM D 3161 s 1 7 3 0 0 SHIELD 36'WIDE CD 2x6 SPF#2 COLLAR TYE 2x6 SPF#2 RAFTER @ 16" uolc D= 0 L)U u 0 SCE SAME SPACING AS RAFTER CE SHIELD 36'WIDE �y N w o x w m xcN¢ Z LL W W W W W'AIR SPACE W 2x4 STUD GRADE 1°AIR SPACE AT —0 0 0 0 0 0 2 0 B 9' IEA HRAFTERT SAME SPACING AS RAFTER EACH RAFTER rn v~i y I I m ��»m 2X6 SUBFACIA NON HABITABLE SPACE zxs suBFacuA 0�.,0 cx 0 LL 0 L-KRAFT BACKED INSULATION 3'x 12°BEARIN FACIA 'FACIA PER THERMAL REQUIREMENTS 3°x 12"BEARING 12'GYPSUM BOARD STRIP ENTED SOFFIT3°x 12"BEARIN D STRIP ENTED SOFFIT' 117 GYPSUM BOAR STRIP RAFT BACKED INSULATION OUBLE 2x4 STUD 2x4 w/2x6 SPF STU _ KRAFT BACKED INSULATION GRADE TOP PLATES PER THERMAL REQUIREMENTS 2x4 W/2X6 SPF STU _ RAFT BACKED INSULATION W m p GRADE TOP PLATES PER THAL REQUIREMENTS GRADE TOP PLATES `- PER THERMAL REQUIREMENTS 2x4 STUD GRADE STUDS 2z6 SPF SND GRAD INYL SIDING REQUIREMENTS 2x6 SPF STUD GRAD INYL SIDING @ i6°OIC STUDS @ 16°OIC STUDS @ 16'OIC z 112'GYPSUM BOARD 7116.24116 APA RATED 12"GYPSUM BOAR WALL SHEATHING 7116'24116 APA RATED N m v PPROVED DRAFT 12'GYPSUM BOARD— WALL SHEATHING 2x4 STUD GRADE STOPPING MATERIAL 2z6 STUD GRAD BOTTOM PLATES 2x6 STUD GRAD NFILTRATION BARRIER TO NFILTRATION BARRIER TO cc BOTTOM PLATES COMPLY WITH ASTM D226 BRILTGIN BOTTOM PLATES COMPLY WITH ASTM D226 BRIDGIN 12"BOLT w/NUTS 2313724/16 APA RATED 2x10 SPF#2 JOISTS @16' 2313724116 APA RATED 2x10 SPF#2 JOISTS@ IV WASHER @48.O/C T&G FLOOR SHEATHING 12d14AILS@17OIC AND 1.114'x ET 12d FLOOR SHEATHING 12dNAILS@1-OIC AND1-114°z 12'x 20 ga STEEL STRAP 12"x 20 gaAIS STEEL STRAP 2'RIGID FOAM INSULATION 2'RIGID FOAM INSULATI0 ATTACHED WITH 4-8d NAILS 2*RIGID FOAM INSULATION 2'RIGID FOAM INSULATIO ATTACHED WITH ST NAILS FLOOR PERIMETER AND TO SILL FLOOR PERIMETER AND TO SILL M 48'OIC IN WIND ZONES PLATE AT 4 d• PLATE 8'O/C IN WIND ZONES 0 70100 MPH AT 24'OIC IN WIND 2x6SPF@ G TO 100 MPH AT 24"OIC IN WIND (J� JOISTS @ 244'-OIC V�ING 2 GYPSUM BOARD 12'GYPSUM BOARD ZONES HIGHER THAN 100 MPH 2x6 SPF#2 CEILING LE 2x45TUD DBL 2x6 SPF STU KRAFT BACKED INSULATION JOISTS @ 24'OIC DBL 2x6 SPF BTU RAFT BACKED INSULATION GRADE TOP PLATES GRADE TOP PLATES PER THERMAL REQUIREMENTS GRADE TOP PLATES PER THERMAL REQUIREMENTS s Z 2x4 STUD GRADE STUDS 2x6 SPF STUD GRAD VINYL SIDING 4 2x6 SPF STUD GRAD INYLSIDING m @ 16'OIC STUDS @ 16.01C STUDS @ 16°OIC 12"GYPSUM BOAR 7116°24116 APA RATED 7116"24116 APA RATED PPROVED DRAFT 112°GYPSUM BOAR WALL SHEATHING 12°GYPSUM BOAR WALL SHEATHING 2x4 SND GRAD STOPPING MATERIAL BOTTOM PLATES 2x6 STUD GRAD NFILTRATION BARRIER TO 2x6 STUD GRAD NFILTRATION BARRIER TO BOTTOM PLATES COMPLY WITH ASTM D226 BRIDGIN BOTTOM PLATES BRIDGIN 12"BOLT wl NUT 23132"24/16 APA RATED 2x10 SPF#2 JOISTS 23132'24/16 APA RATED 2x10 BPF42 JOISTS 16" COMPLY WITH ASTM D226 WASHER @ 48"OIC P&G FLOOR SHEATHING 12d NAILS @ IT OIC AND 1-114°x T&G FLOOR SHEATHING @ 12d NAILS @ 12.0/C AND 1-114"x 12'x 20 ga STEEL STRAP 126 x 20 ga STEEL STRAP 2' ATTACHED WITH 4-8d NAILS ATTACHED WITH 4-8d NAILS SILL PLATE 8 BELOW FLOOR PERIMETER AND TO SILL FLOOR PERIMETER AND TO SILL j IN FIELD BY OTHERS RAFT BACKED INSULATION PLATE AT 24"OIC SILL PLATE 8 BELOW KRAFT BACKED INSULATION 8 PER DESIGN BY PER THERMAL REQUIREMENTS III FIELD BY OTHERS PLATE AT 24°OIC 0 PROFESSIONAL RA 2X&PT SILL PLATE w/SEALER 3-12'x 7'x 114°STEEL PLATE &PER DESIGN BY PER THERMAL REQUIREMENTS O OR (SUPPLIED 8INSTALLED PROFESSIONAL RA 2x8PT SILL PLATE wI SEALER (SUPPLIED&INSTALLED _ ON SITE BY BLOR) ORPE ON SITE BY BLOR & 14'-9" 13'-9' 6 A IB°DIA ANCHOR BOLT EMBEDDED 0 A IN CONCRETE MNB77L(7 IN MASONRY) 15'•9" ) IN CONCRETE MIN 7°(7"IN MASONRY) c zoo 28'-7 it •SIMPSON MAB ANCHOR STRAP MAY BE •SIMPSON MAB ANCHOR STRAP MAY BE J o Woo USED AS ALTERNATIVE CHECK LOCAL :w 0 1E o p OTE FOR FOUNDATION 8 USED AS ALTERNATIVE CHECK LOCAL 3 Q s s LL 3-112°STEEL COLUMN(SEE BUILDING REQUIREMENTS OTE FOR FOUNDATION& U r-LL FOOTING SEE SHEET 2a BUILDING REQUIREMENTS co FOUNDATION DRAWING FOOTING SEE SHEET 2a W z ONCRETE PARGING COVER wI �N N FOR SPACING) BITUMINOUS COATING OUMINOUNCRETE COATINARGINGG COVER wI BITUMINOUS COATING C9 1,CONCRETE SLAB ON 6 30x30"x10'FOOTING MIL VAPOR BARRIER (30"x3"MW IN MA) OUNDATION WALL BY BUILDER 4"CONCRETE SLAB ON 6 OUNDATION WALL BY BUILDER Ir PLANS ENGINEERED FOR 10° MIL VAPOR BARRIER GRAVEL BED PLANS ENGINEERED FOR 10° THICKNESS ~ ° 4'GRAVEL BED THICKNESS O 4• O--PERFORATED DRAIN TILE O ()—PERFORATED DRAIN TILE — #4REBARCONTIN000 OOTINGS TO BEAR ON OOTINGS TO BEAR ON m UNDISTURBED SOIL MODEL UNDISTURBED SOIL TWO STORY DRAWING SECTION a 9 SHEET 0 9 N W N I � PRELIMINARY 4 216253 DRAWN BY BB CHECKED BY MK DATE 2-3-27 SALESMAN MATT R SCALE NONE DO, mIn m m mmmmmmm PANELIZED SHED DORMER Z G�MA m m in rn W W W ILO W NOTE:SHED DORMER ROOF D-'U U UU UrU TO BE SHIPPED AS AN ASSEMBLED m ROOF CAP o��rrlr� 2X8 RIDGE Z 2�m m� —0 0 0 0 0 0 0 m r r r r r 0 r Qm6nmmm m \ 2X8 DUG-FIR 41 W W»»> O U U U V U U NSTALL I8' \\ INSTALL 24' STRIP 7/1T OS 2X E WALL STRIP 7116'OSB INSTALL H2SA HANGER 1001116 W co cp 2X66PF41142 CEILINGJOLST ¢H 18-11 114?\ O m°b BEAMSTOBESIZED \\\ AS NEEDED FOR SPANS 2X10 SPF 411 N2 CELLNG JOIST �, 58 I 0 I ' SHED RORMER SIDE WALL W l 2r-7112' 2X6 CONSTRUCTION h SECTION AT SHED DROMER (2)NEEDED L7 _ HIM ATRIDGEASREWIRED 45ff BI i2RmGE Y IM AT pIDGEAS PEWBtED 2%A SPF ifB2FLIPRAFTEA ]OYREELFERIA RFIBERGLARSAWIMLT SHI SEUFSE150 ROOF RGLASSASPHALT 46PF 01 i2Rm(iE SHINCdE OVER 15a ROOF UNOERUYMENT(0.5fMO TYPED HIM AT pIDGE ASREWBVED 6HINGLE OVER ISA ROOF UNOERIAYMENT PSiMD D L66PF tl2 RAFTER Irk WYR SELF 6FAUNG FIBERGIAS6ASPHALT 1172416 APA RATED RODF DECKING IM NI) m SHINGLE OVER 1%ROOF UNDERIAYMENT MW D 0 2Y<SPF9192FUPRAFTER (4 OFF 6142 RIDGE 112'2416 APA RATED ROOF OEO@!G 50R SHINGLE TOCCMPLY WITH ASTM DM0fi O IVD f?2416APAMTEDROTH.TMI) MPI) (46PF Afp2FUP RAFTER I HINGLE ISCOMPLYWRHASTLID22501LD1970 6HINGLE TO COMPLY WITH ASTM D230R013i0 66PFB2 RAFTFA®16'dc WIND ASTMD7IWCLPHALTSHINKLIE ORKORA000LLPLY 2a65PF 42 RAFTER®16'tic W WO RESISTANCE ASPHALT SHINGLE TO COIAPLY WINO RESISTANCE ASPHALT SHIVGLETOCOMPLY WITH ASTM D 7158 CLA55,G OR ROR/SIM D]161 WITH ASTM D)ASB CUSS.G OR H ORASTMD]161 12 16 SPF A CIXVA AYE Br SAME SPACINOAS RPFIEit WITHASTN OTISBCLA65 GOR H2ORASTND]161 12 12 NON HABITABLE SPACE s� s SPF ACING AS TYE 6I--' SPME SPACING 0.5 RAFTER I 65PF CLCOUARttE 2c4 siuD GRADE CE SHIELD]sWmE NON HABITABLE SPACE CE SHIELIO N WIDE SAME SPACINGAS RAFTER CE SHIELD]9 WIDE 6AME SPACIN._RAFTER PAIR SPACEAT o 4sTUD raADE NON HABITABLE SPACE �+ 4'-71116' EACH RAPIER SAMESPACIND AS RAPIER 1 AIR SPACEAT L4511105RADE R ��1'AIR SPACEAT 4'd 11/16' EACHRAFIER 5-1111116' 6AMESPACINOASHAGTER EACH RAFTER 1 2%6 SUBFACIA IS 6SUBFA."IA 1 6SUDFACN O L 19.10' -4EFNTE060FFR'AM' I FACIA 1F Q o > Z tTaY I NTEO SOFFIT' 1 24'-0' + ���---ENIED SOFFli O K Z O } O ~V O W O p y c') C) U O U �i QSxO L.0 'n» A`To Q ��� LGAillIr y F- )) MODEL TWO STORY 104 3 A DRAWING \ Gr N'E-\N11y`l SECTION a 'E-\N11 SHEET ti 9a0 I PRELIMINARY B. 216253 DRAWN BY /q BB B CHECKED BY MK C A DATE 2-3-27 SALESMAK I I I I MATT R I I I SCALE I I I I I I FE--)@D)-!7J I I I V NONE E �JD F mmmmmmmm I I i t I i' I I I I •� I 1 � l l ' t J I I owwwWWow CAPE RAFTER TYPICAL FASTENING NOTES: - Z Wwwww w _0000� -000000.so rnrr -rr�r > (nwwmrna`n SITE CONNECTIONS: FACTORY CONNECTION: FACTORY CONNECTION: 1.FASTEN RIDGE TO RIDGE w/ FASTEN RIM TO LOWER FLIP FASTEN UPPER FLIP TO RIM (4)0.131"x3"TOE NAILS PER wl(4)0.131"x3"FACE NAILS w/(4)0.13 1"x3"FACE NAILS BAY. 2.INSTALL(1)1-1/4"x20ga - _ --' _= -- - - - - = _ - _ - a a STEEL STRAP ACROSS EACH o RAFTER.FASTEN w/(17) ITE CONNECTIONS: Z 7/16"x1-1/2"xl6ga STAPLES 1.FASTEN KNEE WALL TO EACH END OR(7)0.131"x3" TOP CHORDS w/(2)16d NAILS EACH END. NAILS EACH RAFTER SITE CONNECTION: ITE CONNECTIONS: 2.FASTEN KNEE WALL(1) LAP SHEATHING ACROSS FASTEN RIM TO RIM wl(3) SIMPSON LTS12 STRAP w/(6) i JOINT.FASTEN TO FLIP& 0.131"x3'FACE OR TOE 1 Od NAILS EACH END TO RAFTER w/(4)0.131"x3" NAILS PER BAY ITE CONNECTIONS: a ITE CONNECTIONS 1.FASTEN KNEE WALL TO NAILS EACH END OR 0 ACTORY CONNECTIONS: FASTEN COLLAR TIE TO TOP - -- INSTALL(1)1-1/4"X26ga BOTTOM CHORDS w/(2)16d FASTEN UPPER FLIP TO CHORD w/(9)0.131"x3"FACE NAILS EACH RAFTER STEEL STRAP ACROSS w NIDGE wl(3)0.131"x3"FACE EACH RAFTERAILS .FASTEN w/ NAILS EACH RAFTER FASTEN KNEE WALL(1)(9)7116"X1-1/2"X16ga SIMPSON LTS12 STRAP w/(6) STAPLES EACH END OR(4) n.2,. d NAILS EACH END aliz O 0.131"x3"NAILS EACH END © © O SITE CONNECTION: FACTORY CONNECTION: ALT.FACTORY CONNECTION: FASTEN GUSSET INTO TOP FASTEN MIN.7/16"APA FASTEN MIN.7/16"APA RATED 1.FOR STANDARD LUMBER-FASTEN RIM BANDS TOGETHER w/ RATED SHTG TO OVERHANG SHTG TO OVERHANG w/ BOTTOM CHORDS r, 1/2"CARRIAGE BOLT wl NUT&WASHER @ 48"o/c. FOR LVL wl EITHER 0.131"x2"NAILS OR 15 LUMBER FASTEN RIM BANDS TOGETHER w/1/2"CARRIAGE BOLT w!(6)7/16"x1-1/2"x16 ga 7/16"xt-1/2"x16 ga STAPLES @ GUAGEx 1.75"STAPLES PER w/NUT&WASHER @ 16"o/c. STAPLES 2"o/c (BLOCKED w/3"MIN) CHART BELOW SITE CONNECTION: ALT.SITE CONNECTION: 2.FASTEN RAFTER TO RAFTER ACROSS MATE LINE w/12"MIN.LAPPFASTEN MIN.7/16"APA FASTEN MIN.7/16"APA RATED o END ED SHEATHING&FASTENED w/(14)0.131"x3"NAILS EACH RATED SHTG TO RAFTER w/ SHTG TO RAFTER w/ (6)7/16"x1-1/2"x16 ga 7/16"x1-1/2"x16 ga STAPLES @ 26 IMUM STAPLES(MIN.8"LAP) p 2"o/c(MIN.4"LAP BLOCKED ��1�F ��j\<" s o yW Y o� w/3") 24" GJ �AnY ,�,'r v�� ¢� SHTG ROWS NAILS STAPLES �,� �. �'� w z 7116" (2) 2"o/c(2157#)2"olc(2631#) L(! Gn ^N� 23/32" (2) 2"o/c(2074#)2"olc(1366#) 7/16"O.S.B.GUSSET BOTH SIDES OF RAFTER OR j 3 FACTORY CONNECTION: 23132" (3) 2"o/c(3111#)2"o/c(2049#) 3!4"O.S.B.GUSSET ONE 1-1/2"x24 ga.STEEL STRAP SIDE OF RAFTER EACH RAFTER.FASTEN wl N - 9 (7)7116"x1-1/2"x16ga m STAPLES EACH END. GUSSET DETAIL: '9J X-243A- �� MODEL ACTORY CONNECTION: FACTORY CONNECTION. (SUPPLIED BY S B.S,SHIPPED LOOSE&SITE INTALLED) Q_ TWO STORY O O (5)12d NAILS PER JOIST © T {�� TOE NAIL RAFTER RIM TO DRAWING WALL w/12d NAILS @ 12"0/C SECTIONS m 1 SHEET ^ 0 9b n I ~ 0 ti v TRUSS P.A(;A'f ►REQ No,�Q�o��e�SOGP.�eoel'OUNDATIONS CONC[ZETE NOTES • I . REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE SLAB. INTERIOR SLABS ON GRADE SHALL BE 2'-2" FRPM r10���PQPR� PLACED ON COMPACTED POROUS FILL OR SUITABLE ON-51TE MATERIAL. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET SHALL BE GF �rG�N LAID UNDER SLAB. SLAB SHALL BE STEEL TROWELED. 5LA55 SHALL BE REINFORCED WITH 6 X G 1 O/10 W.W.F UNLESS NOTED. NP 2. CONTRACTOR MAY BACK FILL, AGAINST FOUNDATION WALLS, ONLY AFTER SEVEN (7) DAYS OF CONCRETE CURE TIME U51NG PROPER F2 I-- -- -- - - -r2 -- - - - F I F I F 1 F I CONSTRUCTION METHODS, AND EQUIPMENT, TO AVOID DAMAGE TO THE WALLS. r - - - - - - �. - - (2)2X 12 (2)2X 12 L_J (2)2X 12 L,_J (2)2X 12 L J c2)�X.J 2 L J I 3. SOIL BEARING CAPACITY A55UMED AT 1 TON5/5F. ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L HAVING AT LEAST THAT CAPACITY. I L_-� L-� 4. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRE551VE STRENGTH AT 28 DAYS OF 3000P51. @ I Q (2)2X I Or_ I F 14 n1 WALLS � FOOTINGS * 3,5010 P51 AT BASEMENT SLAB. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. I II- NOT TUB BY O o FLUSH - 5. ROD REINFORCEMENT SMALL BE INTERMEDIATE GRADE DEFORMED BARS, CONFORMING TO ASTM AG 15-GO; REINFORCEMENT SHALL I II = OWNER ABOVE I DECK ABOVE x - �— CONFORM TO ASTM A 185 AND A82, G. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI O I I II I I I -" I _ O BUILDINGS CODE, ACI 3 18, AND MANUAL ACI 315. N I II N I o - - -I o� O'-o" o — — N i\l'. 3i r. 101,, i I C . DEr,Y +J r- I 3'- " IL_ 14: O.. 3' G:: 7:-0:: 3'-4r. _ 13'-8" DATE. (r5' . B.P. !i�l(o3�� !� REQUIR /T.;�'' ..��1'.; 7: s ! 1YC tG — FEE:$ �J ?O I - - - - - - - - I 3-0: METAL DR. - -- - - I - - -- --- ---- - - `FTf'f`-I�;'I AT - •���LY AS SELECTED NOTIFY BUiLGiiv: i'L ;`, a .... I r THE CONT. 2X I 0 L DGER — 765-1802 8 A TO 4Pkil FOR L(=2 l' �, r r, D tu u - �— OLd FGLLGIN!h.G tiSPEC IrJ;'JS: ! I:. ';i: - I =1. FOU,!DATIOfJ - T�^JO REQUIRED ° — )13/4 X 9'/4 LVL �o — MOLD DOWNS ' C:3DO �• 10" CONC N FOR POURED CONCRETE -..,..-„� �.. ,.--.-._ i':. ..� hoL _ -_- '- _ _- - _•*. —— — — — — RETE F UNDATION�aIALL — — — 14 R: — � — — ————— — � L sq ' ?_. ROUGH - FRAi.JiNG & PLUMBING DOWN - _ r- WITH 2-#5 TSB CONT. AND �6"X 12" rt'`I m TW2646 FW06061 I APLR TW2646 v I DOD 1 t� —�— CONT. CONC. FOOTING I Dowty 3. INSULATION 6 z, ( _ -- - -- - -- - - - -- n - 4. FINAL CONSTRUCTION MUST �.g 1&` �i V .� 1 O it 5 4" X 5 4" PSL POSTS 12"FOUNDATION X 4'-6" — —C_?` — — —.— — BE COMPLETE FOR C.O. �* I I i 2"CONCRETE X 2' FOUNDATION WALL FOUNDATION WAL z WITH #4 VERT.@ 12 " L ALL CONSTRUCTION SHALL MEET THE �E IS UNLAWFUL REQUIREMENTS OF THE CODES OF NEW I 4= 10', WITH #4 VERT. @ 12" U v O.C. # 3 TIE;; 12" I 1 � IT�CL�T CERT� f CATS 25'-8" O.C. #3 TIES i +' u w 30'-8" YORK STATE. NOT RESPONSIBLE FOR ,{� I ' DESIGN OR CONSTRUCTION ERRORS. OF 0\jCUPANI.Y I I \ O J �? =1 GARAGE I FIRST FLOOR — — _ d i °' -� m „' '"� I - 00. x Id "P d to SEE STRAPPING DETAILS MODULAR HOME-SEE"SIGNATURE BUILDING I I N SYSTEMS" DRAWINGS I'-G" I O"I 1 2' 5" 13'-7" 121-411 5'-8" 3'- " IN5UL. / x Y, I 1 HR. RATED I / PARGE ALL EXPOSED I I � DOOR F �-- CONCRETE OR FINISH A/P OWNER o Z I / I PLUivl5E 1 CERTIFICATION J I i F4 A01 F4F34 -134GRADE VARIES ()f�,�( ( � I \TA _gLRE r� r o I- W 10X22 p - I W 10X26 I I OX 15 I W X 15 I - I�XT5 _ - - OL ff/ R f6ATE-T�o6QUPANCY °• I I ' " a7E)oc —I �� : DO tnSOLDER USED!N WATER t ' = w - 2X4 STUDS @ 16"O.C.WITH R-1, — > w +I INSUL.4 /8 GYP. CH SIDE — L_ --JSUpP Y SYSTEM CANNOT =:`_ O L————J – L——— 5UITH I I _ IRE TED 2'XO5/8"BASE PIA E.H. STEEL OL*(4) %WHOOKED w `rI � F ME ANCHOR BOLTS-TYYPICAL_... _ j ! I I 10 0 0 22'-0" W - MIT 3'-0" 10'-I I" I T-l 0 2:: r. 0" 1 ._ PLUMBING I I cz Ln ..:. p (� g 4.. 4..ALL PLUMBING WASTE `�� I I w CLI4 CONCRETE SLAB WIT MEMBRANE &WATER LINES NEED (V p +1 — — — _ W4.0/W4.0 WWF REINF. OVER ~ WATERPROOFING - TESTING BEFORE COVERING — I I F- O >_ w > — — - z m 3 m M I L VAPOR BARRIER w I , Q m a V- d x � ;ice o o w � Z �a. Lu � m I a-- Lu ocv >T) - � I I zoLLJ o r - - - - - - - ----- I � : 2" GONCRcl E-TE X 5'-0 N O @J 'FOUNDATION WALL WITH #4 VERT. @ I 1 2" O.C. ## 3 TIES 12" IO" CONCRETE FOUNDATION WALL r-- -_ - ---- - - - - - -- � - - Xi( @ -. - :.. - WITH 2-#5 TCB CONT. AND 3G"X 12" _ _ _ _ CONT. CONC. FOOTING _ - - - N 10" CONCRETE FOUNDATION WALL 1.. - nr{Lp :} _ h- O O I _WITH 2-# T*B_ _ __ a - -- -- -- - -- - -- - J .. ' ". ._-' _ �-- - _ _ _5_ CONT. AND 36" X 12"- - - J Igo c� D I ` 0 CONT. 2X8 LEDGER NO `t I CONT. CONC. FOOTING 1T,� a _ Q = - - - - -- - - -- - - - - - -�° �\ nOL i' N V I 'i r. - _- - _ ?e.- DOWN EJ HOLD O -H L DECK ABOVE p I I•LD 12"CONCRETE X3'-6" DOWN __o = D _ -----_- -- - - -- - - -- - FOUNDATION WALL L 171-0" - 13'-6" co 9'-8" _0 L 1 9'-10" 2"CONCRETE X3'-6" WITH #4 VERT. @ 1 2" FOUNDATION WALL O.C. + #3 TIES @ 12" _ m _ WITH #4 VERT. @ 1 2" DAMPROOFING OR MEMBRANE-/ �F�2 (2) 2X 10 (2) 2X 10 I F2 2) 2X 10 (2) 2X 10 r2 I ' O.C. # 3 TIES @ 12" ` WATERPROOFING A/P OWNER _ _ TYPICAL — — — — —— In In— — — lu Iu — I 4"CONCRETE SLAB WITH 6X6. , 10-01 6-02 602 —J 6 OZ 0-4 19'-4" W4.0/W4.0 WWF REINF. (2)3/8' 0 GALV BASEMENT BOLTS t 4X4 RAIL P05T GO'-O" /a 4 WASHERS (1)%"O GALV. BI SAVE TRIMMER t WASHERS BASEMENT & FOUNDATION PLAN 36"x 12"CONC. SCALE: 114 V-10" FOOTING-TYPICAL G"GRAVEL FILL 6 MIL VAPOR BARRIER FOOTING SCHEDULE. 2X8!tJOIST HANGERS MARK SIZE REINFORCING (EACH WAY) TYPICAL FOUNDATION WALL SECTION F 14 I '-4" x i '-4" X 1 '-0" 2 - # 4 MARCH 2I,201'7 NUM9ER DATE REMARK5 SCALE: 3/4 " = 1'-0" (' F2 2'-O" X 2'-O" X I '-0" 2 - # 4 4X4 RAIL POST 2410 w/JOIST HANGEK5 0 J� -PIO o 0 F34 3'-4" X 3'-4" X 1 '-0" 4 - # 4 ROBERT C. TAST, A.I.A. (2) 3/5" 0 GALV._/ JOIST HANGERS sz ARCHITECT WASHERS I (I)3/e"0J GALV. BOLT p F4 4'-O" X 4'-0" X 1 '-0" 5 - # 4 WASHERS 620 OSTRANDER A\/ENUE RIVERHEAD, NY IIQOI 631-5QQ-8106 F 631-'72'7-0144 RAIL POST SUPPORT DETAIL SCALE: 1" = 1'-0" AYERS RES I DENGE HICKORY AVE SOUTHOLD,TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK DISTRICT 1000,SECTION 76,SLOGK 07,LOT 51 2X8 LEDGER W/Yz°O LAG BOLTS @ I G"O.C. MODULAR HOME- EXTERIOR WALL STUDS 5EE"SIGNATURE - BUILDING SYSTEMS" G 31-011 5EE"SIGNATURE BUILDING SYSTEMS" a /� y�,� DRAWING5 DRAWINGS 5/6"0 ANCHOR BOLT BASEMF_NT SHINGLES TO MATCH MODULAR MODULAR - Z_ OVER 30#FELT*Y2"PLYWOOD DECK ING A5 MODULAR HOME-SEE"SIGNATURE PRESSURE TREATED N @ 3 °" FOUNDAAI ON PLAN SHEATHING SELECTED BY OWNER BUILDING SYSTEMS"DRAWINGS - — — DECK J015T C9 r Q 2X6 LEDGER W14"0 LAG ��51MF5ON 5THD 14RJ REFER TO PLANS FOR 6-I Gd COMMON NAILS @ EACH I s BOLTS @ 16"O.C. 5TRAP TIE HOLD-DOWN 51ZE 8 SPACING SIDE 2" IN. Ip DRAWIN6 PREPARED MARCH 50,201-T FACIA 6 CJ @ !6"O. ! MODULAR SGALE1/4" - 1'-0" _4 MATCH 50ff IT TO HOME POST BASE O O 1 WA5 OREU QUARE .108 NO., 2016-WA MODULAR OE I 51MP50N H3 HURRICANE 51MIP50N U24 - CONCRETE PIEP./FOOTING m CONCRETE FOUNDATION (3)2X10 CLIP @ 16"O.C.8-8d HGP_ @ 16'O.C. 5EE FOUNDATION PLAN DRAHIN6 NO. GIRDER 4-1 GcI(HEADER) CONCRETE FOUNDATION CONCRETE FOUNDATION 3" I REFER TO PLANS FOR NAILS TOTAL 1/2"f7 LAG BOLT SIZE 2-1 Od x I Yz"(JOIST) SEE FOUNDATION PLAN THIS 12"O.C. e REFER TO PLANS FOR SIZE �' OF N E't/ COLUMN WRAP ANP DRAWING LINE OF DOUBLE 2x,6 �C. k OWNER NAIL`S TOTAL NAILS TOTALS 28-16d HGRP @ nl 6' O.C. I❑ SILL PLATE AC4 EA. U2 10 5/8'0 ANCHOR BOLT • F C% CONCRETE FOUNDATION 6X6 PRESSURE TH 5 DRAWING ON PLAN TREATED P05T 5 PORCH/RAFTER/GIRDER CONNECTION HOLD DOWN DETAIL 3 LEDGER BOARD CONNECTION 2 P05T CONNECTIONrl AN BOLT SPACING `'+ ;^I.� F-I SCALE : NONE F- 1 SCALE : NONE F- ! SCALE : NONE F- I SCALE : NONE F- I SCALE : NONE s' /� ` SEE "SIGNATURE BUILDING SYSTEMS" DRAWINGS FOR SU F ER5TRUCTURE (SHOWN HE RE FOR REFERENCE ONLY) 171 LL11 LU ED FINISHED CEILING FINISHED CEILING I 'k, 41, j C NCEALED 55 ILA51-IING-l"I�-11 -"T] AJI -b SEE F— II BUILDING SYSTEMS" FINISHED SECOND FLOOR FINISHED FLOOR ;4-j A —DRAMNG5 777 1 -1-- -,N=.SIT-t-F3U+LT-F9RGH-W4TH-5H KGLJ 1J.T It I SEE "SIGNATURE BUILDING SYSTEMS" OR 5-t�PER5TRUCTURE 4", - - 'Li Lt 111 1111 DRAWINGS FOP, SUPERSTRUCTURE I�J J.- FACIA *TRIM TO MATCH MODULAR UMr- (SHOWN HERE FOR REFERENCE ONLY) "I U, -u--u I-dj--Lj I-L!U- �-.0-y- UA)LII-A-1 j A -1j. tjl-�-.-L! Jl j I 1 1. JIL i� (SHOWN HERE FOP, REFERENCE ONLY)u 0 J I LI . -A I i JL 11 T u[�-- jJj Lu > —LL 3'-0" GUARDRAIL CONFORM TO NY5 I t-4w,�R-i C( �4 41 It RESIDENTIAL CODE - MATERIAL TYPE OF RAIL AS SELECTED BY OWNER Luot --lyrr 0 SEE "SIGNATURE 13UILDINC SYSTEMS" DRAWINGS FOR SUPERSTRUCTURE !77FINISHED FIRST FLOQR (SHOWN HE FOR REFS -NCE ONLY) FINISHED FLOOR VER5ATEX TRIM A/P OWNER (2)2X12 GIRDER r4nW/VERSATEX TRIM A/P OWNER RETAINING WALL - SEE BUILDING AVERAGE GRADE HEIGHT- PERMIT SURVEY III I I I I j i t III I m _ - - - - - - - - l- - i--I -I-- - - GXG FRE55URE TREATED P05T WITH VER5ATEX COLUMN WRAP -TYPICAL II 1+1 1+1 I I I L-J F- 7 LJ LJ K TOP BASEMENT SLAB TOP BASEMENT SLAB J- FIN15H GR�AOE VARIES F- —— — — —— ———— — — — — — — — — — — ——L T -- - - - - ---- -- -- --I—T -- -- ---- -T - - - - - ----- ---- - - - - - - -- --- - I --- r-—— ———— ——— —F--L— ———— —— ——— ————— —————L I ————— —— — — — — —— —— —— — — —— —— — I —— —— — — —————— —— —— — -L —— —— ———— -- -—— ——— — —————— ——— — — — — — — ——— — —— —- 0zll r---- --- -- --- ---I ---- -------- -- - - ---- - - --j SOUTHEAST ELEVATION L —I STEP FOOTING AS SCALE: 1/4 V-0" sk 1 -J REQUIRED TO MAINTAIN SOUTHWEST ELEVATION MIN. 3'-0" TO GRAD, SCALE: 1/4 V-0-- " A too— FACE OF WALL ---I 5EIHIND ef FALSE BALCONY WIT-i RAIL MARCH 21,201-T 2"± Iff ROM FACE Of WALL NUME3ER DATE REMARK-15 2X G RR @ I G" O.C. FINISHED SECOND FLOOR FINISHED FLOOR FI SEE "SIGNATURE BUILDING SYSTEMS" DRAWINGS FOR SUPERSTRUCTUREROBERT C. TAST, A.I.A. (SHOWN HERE FOR REFERENCE ONLY) SEE "SIGNATURE BUILDING SYSTEMS" DRAWINGS FOR SUPERSTRUCTURE ARCHITECT (SHOWN HERE FOR REFERENCE ONLY) 3'-0" GUARDRAIL COLUMN KAKE5 T IM TO MATCH CONFORM TO NYS a 620 OSTRANDER AVENUE DESIGN AS MODULARLLJ RE51DENTIAL CODE - RIVERHr=AD, NY 11101 SELECTED BY 651-5c1cf-5106 F 651-'72-T-0144 I MATERIAL t-TYPE Of OWNER I ——— RAIL AS SELECTED BY OWNER HICKORY AVE SOUTHOLD,TOM Or- SOUTHOLD FINISHED FLOOR EL.17.0' FINISHED FIRST FLOOR FINISHED FIRST FLOOR SUFFOLK COUNTY,N YORK A 14- 015MOT 1000,SF-CTION-7b,BLOCK 07,LOT 51 VER5ATEX TRIMA5 SELECTED BY OWNER PARGE OF, FINISH EXPOSED (2)2X 12 GIRDER- COVER WITH PVC AS PER OWNER v CONC. A/F OWNER-TVP. F1 m ELEVATION5 I I I RETAI I ING WALL - SEE BUILDING GXG FRE55URE TREATED PERM T SURVEYY 11`05T WITH VER5ATEX NOTE: CONTINUE 1 COLUMN WRAP -TYPICAL 000 DRAKNO PREPARED MARrH 50,201-T ,691-UMhLfOOTIN I SCALE. 1/4" w 1'-0" AY TO REST ON --2ftVEVV BE I UNDISTURBED F- -11 IND 1 GRADE AT BUILDING JOB NOj 2016-KA, 501L V.1.17. vzz - 0 31 I I TOP BASEMENT SLAB 8.01 LP GARAGE FLOOR EL 7.5- 1 OP 13ASLMFN I bLAb— 00— --- GRADE AT POSTS PRANINC7 NO. J- C HA Rk z rvr � L- - - - - - -- L - - — — —— —— —— — ——— — —— r- I ———— — — —— — — —— — — — — — —— — — — — — — — — —— —— — — —— — —— - — — —— — — — —7-1 1-7- -T --- - - -- -- --- - - - --- sk —— ————— — L— — — — — — — — — — — — — — — — —— — — — — — — — — — — — —— — — — - - - --- - -II- -I — — - - - --- --- STEP FOOTING AS REQUIRED TO MAINTAIN NORTHEAST ELEVATION NORTHWEST ELEVATION 3'-0" TO GRADE SCALE: 114 1'-0" SCALE: 1/4 1'-0" F 2