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Home My WebLink About46093-Z O$�EFU 4" Town of Southold 12/14/2022 � G P.O.Box 1179 53095 Main Rd Southold;New York 11971 CERTIFICATE OF OCCUPANCY No: 43686 Date: 12/14/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 25335 Route 25, Orient SCTM#: 473889 See/Block/Lot: 18.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/8/2021 pursuant to which Building Permit No. 46093 dated 4/16/2021 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: additions and alterations, including non-sleeping second floor bonus room with finished storage room to existing single-family dwelling as applied for. The certificate is issued to Sellis,Zane i of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46093 9/26/2022 PLUMBERS CERTIFICATION DATED 12/6/2022 be entico th ri d ignature S � TOWN OF SOUTHOLD BUILDING DEPARTMENT CO TOWN CLERK'S OFFICE arm SOUTHOLD, NY 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#: 46093 Date: 4/16/2021 Permission is hereby granted to: Sellis, Zane 10 Fern Dr Jericho, NY 11753 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 25335 Route 25, Orient SCTM #473889 Sec/Block/Lot# 18.-3-13 Pursuant to application dated 3/8/2021 and approved by the Building Inspector. To expire on 10/16/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $887.60 CO-ADDITION TO DWELLING $50.00 Total: $937.60 Bui ding Inspector �� Town Hall Annex L"3 � �a 3 Telephone(631)765-1802 54375 Main Road P.O.Box 1179 , Southold,NY 11971-0959 a `,� sea n.devlin(c-town.southold.nV.us ,� �/'p�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zane Sellls Address: 25335 Route 25 city:Orient st: NY zip: 11957 Building Permit#: 46093 Section: 18 Block: 3 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RO Electrical Services License No: 40983ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 48 Ceiling Fixtures 10 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 4 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 41 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer Puck Lights 5 Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3Q Exit Fixtures Pump Other Equipment: 100A Sub Panel 30 Circuit/ 18 Used Notes: Two Story Addition Inspector Signature: Date: September 26, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1.802 54375 Main Road Fax.(631)765-9502 P.O.Bax 1179 '. Southold,NY 11971-0959 0. ►/ rfL� IIIU/ 1� BUILDING DEPARTN.t M FC 0 8 NO TOWN OF SOUTH OLD BUILDINGDEPT TOWWOFSOM6Lb CERTIFICATION Date. /C Building Permit No. 4 0— Owften (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than VII of I% lead. (plumbers s Signature) Sworn.to before me this _ day of 20 Notary Public,. t runty. KARISA FASANO O. . Notary PuWlc,State of blew York N0.01FA64328as Qualifiedin Suffolk'County My Commisslon ExpEres 0514912028 SOUTy�6 # # TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATIONAST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND _ [ "] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY11SISPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: evoA oh - WA)D VQlt.0V � — rxlzyv A^4600- 4 DATE " , INSPECTOR qll lvx* �l,w4 ffi a0ES0Ul _ - - - ------- . . `'1� # # TOWN OF SOUTHOLD BUILDING DEPT. �o• �o 765-1802 INSPECTION [. ] FOUNDATION IST [ ] ROUGH PLBG. ] OUNDATION 2N [ ] INSULATION/CAULKING FRAMING/ TRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I I �I2-102-z. INSPECTOR so TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' FOUNDATION 1 ST ]- ROUGH PL13G. FOUNDATION2ND I INSULATIOWCAULKING: 0:fMNft,NG /STRAPPING FINAL FIREPLACE &CHIMNEY FIRE SAFETY INSPECTION FIRE'RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: R --,DATE INSPECTO , �aOF SOUIyo C — - ho L4 6.uq . # TOWN OF SOUTHOLD BUILDING DEPT. corrm,��' 765-1802 _ . NSPECTION .- FOUNDATION 1ST ". [ ] ROUGH PLBG. [ -]. FOUNDATION 2ND - [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ]` FIRE SAFETY-INSPECTION t [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION IELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 1 [ ] PRE C/O REMARKS: '��' r, do DATE �/�/ INSPECTOR k OE SO(/Typ� # # TOWN-OF SOUTHOLD BUILDING DEPT. `ycou�m '' 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [VfINSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION- [ )" FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ' r DATE b ?0INSPECTOR - — oaOF SOUTyp6 - —/� tioq --- 2�� r i �' ` TOWN OF OUTHOLD BUIL ING DEPT. o . couffm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ;4 r* Y?A Aify 00 aAAC-OM k-a an 7.nntA . X" 4Uwe)� AXIglS c e c1te01 L DATE 2 INSPECTOR oFsooTyo� # * TOWN OF SOUTHOLD BUILDING DEPT. cOU631-765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 1 [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Otim-an [ T1s �(�✓. - 0 re, Vv DATE 101 )0-Y1,,,- INSPECTOR 6� 3w S°fiM"pixy-� WTD g ,` 4,7 'mt w -41k 4k 11:57 al LTE 4de4 D CD �s 1 E A w T •__ fl aa', a d ;„� fie' w 1 t � Yg y ■■pp � e s, a� i `� 4t ryvrw 41b r Y l v a. i r Y. � a x' t w •.a 5, as � � Va � ai P z Y � �� _. .jai xr r�Y",�. F. � :. '• �"� w �';� �`�' � w u F z�, ,,. a F. w �$1$a;.'7�a ?,_ t 3k� Fa w �" t#�sf x �•�' ,� � '��.x�",<�:,�.�j` �s H��^'"R:,»� � � z�t� c, a � a u � �: s" .w�i. � v Y f� - Y ., �`. V11 ,a aaF k,a a jj a }r4^ - rr ..: r .rwx,wx SUN F - §� gg k - Z "S,a Q, M a' d SuY�,;r `xxyle� a i a. 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BUILDING DEPT TOVO4 OF SOUTHOLD 5437 We 25 SoulholdNY I�Wl 2035 mu�RoAtf.CAVA414Y 1 J96T ON N-mmhol�4114 pt"71 I ifAmeA etioAfw;�f lrsx t >th6 4fvvpptft,,r 203 5 Mot"Rod.*HsnfW ti9sr Q2021 aso Iw If you zhc nei-d snother int-mawlt.VD9BW do rottw-Amwe to It me, CAM,AA rio,Aq pnl RE E)A TN 1550 On,Park Awe,Deer Park TV 11729 FIELD:INSPECTION REPORT • IS FOUNDATION(1$T) S -------------------------` FOUNDATION(2ND) "-' ROUGH F RAMING:& .' PLUMBING' -X) INSULATION.PER N.Y. STATE•ENERGY CODE • n% FINAL. ! GiN�ee .- � ADDITIONAL C.011 NTS ydfi/7 d I}i t. 4�I� JI f(` I m�" l' fi �� m`�I — ,i?I •,h;�l� .I's�J1 'ls'';6 141,1,�,� � L •I�f�+'Ir'L',` r r @ r'4'�I,jj 1'1 'u+�IIi ;Lyr tJ .as�vP �If 0 3-�. `y X a'. - �, -�r -� -,r a+d��¢f'f �I�as�~u�aaaull 11r��"��`"-d��'�,�'t"�'G •. 'r��P�`_.��;� ��'. 00 �`V 11 ,gyp' ,'' yq :!�'• J' ld, �+� .�ryl'111�,1. ;.'! �,� i'd;Wl ':� If f' G' ��f�:i,ip` .rr� 'y'• + rr r!, 'jr' �� .ir,d'. !•r d11. I! ^, ,'.�v d C Ifs:/ r, II'(��I Vs rr V5ICi P ` A +' aril'• '!`; r: a r, �r� r: ) ;�� 4,,�.:y'+" 'i' ^� C.p ar c v ' 01 rc3: �`•�� c ff -! L:"+ m 5w LL 0 4-.c-+, dL+•L _�� r y1.4 4 0 TOWN OF SOUTHOLD— BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hi, 1ti:,;, ..._......�? t.,__.._. .?I,...,.. ,i Date Received I �Pr,' ,{;r,�i�"y,�rf'(,;i•;':9 i.'S: '.Ij"} i:;,�j ii'1'•t `{' ,,' rt � �• i { For Office Use Only fI ,I PERMIT NO. Building Inspector: ::�� ^K:i�!�4;: ei.f•':'Pt4 ^"4�'X; •5'bq:,.tk�k:„^'t:,i~r�;�,'.�••�«;;' ":'.;':';..,s'„ r'7C,;;:::;,�;.�,c,^M,;...19.r.,:{•s' .m�`,':`:,t.:' :t:'•x`f+�etv:y�ttnbP'r, . . �J4'' ��Y,,,, .;.K, '��iS'�'t`;r7.., s;y e..Fe;ts?`�;•'!L•:,�;+1''`,,r,,... "•�:�;'f'?,{.•.•-.'3�,SS,,;�::,c,u,.t�L,e,iyv2a`. .�,{, - , a l�ppl(catlnn�*anrj fv�rms�mirst4be filled,ot�tti�nythetr eittiret�.In�pmplete�^�e��,��,�� " i rapgircatrcSns�;wrilarlotfbeteccepted'�r�Vuher'ewthe��ppilcan�.istiio�the�ovrrraer„allt`�>� f �►nr ,� rrt}l�rrr�rtiort forrrr;(Pa>;e 2)�shali,beRCompieted:�^�s�`'?:�� MAr�a�1 >i�'d�; »ds-r�;�?.,��,„� :.•g�;...�a,�„�,:e;:dl.'>=„<t� '.r"+s"3,:f9'.'.iu„•�r, ,e>.yy..' ,t:{� ,%�;:c'`-r.:.;,�,,ip..Y �'�`t�..r}p.,a+.� ,.�"". . „d .:,^..9:1i,;'1L";SF^ '.Cu G'T.ii'iF?"in.,7Y.�,•3,ry .4r,xf,f �dr'/ Date:March 4th, 2021 ;:�,, r•x;,,,y".. ,,<:y•-•€f,',:� :x.{,t.;,�;,,. �µ",.,y... ;.:�'+":k+" ,r 4:r"i,.y,•�,.r,�:.�pr�:. �I ' -.r�- �',�..Y 3•".:s i,}t dtt.y„n:.,iv 1d•'t4r ",i:i.•:%.'/i•:d!;:}/.4C t - i iS�,::tii2L''.v l(� 't,;kr,:a'l k�+.-f r. ,Y, f 4,x `^d7,o .4..�.: �\„�¢�k?`.( .C�h4. ,!trt os3-,.,,'. ,tJ";." r*+"�,:':'*.',a,�r•-,, /�.U11i►1ERy//S 'A.IF;,IPR,OREIt°i'Y.,"ae d';Y. ,..�. .,r i ., ,.m,� WLSR:b'^":b..'M,;;rc;:,�; :.,�„€ '.g,.».�•fi:+ r4.�i,�;{�•'� '::s c .s"il i�:.s�a-Ei,"�fi��'::i't;dee�ra::,, „ts';a:<ue{si�?r .::'.+c,. ,.r, 'n•:Cst- •,:.G::<gYi�T+ ;e?v-_`, -Y.,.d,.o�.,."�:r.%.�r.r %.m.'.Lz:;.n', ',"rw �: .,^.a+.,t.l,_:T'3,�'e...,<g3. •: �Y:t?:�r;.....,t�.r '.1!°.��_;�'�',�^',ti�'+„'''�•3�,...•.a,r..i•::�.Y,�r��,��t�_ .(F>:li.� �1 Name:bane Sellis SCTM#1000-018.00-03.00-013.000 i Project Address:25335 Main Road,Orient, NY 11957 Phone#: 516 .457-0377 Email: ) sellisgroup@gmail.com Mailing Address:10 Fern Drive, Jericho, NY 11753 :.',rt' s,♦ i}i•",'., y ..•t1".•^': ',':r�•.• fi i1:"a.u.r�r.:er�:,,i:.n«�-r.o,.lre•.A t' yL•, t,%,�:r:7'` , :4' 'h rctif^" „t"'�§u' ,:i'.• ,n„r r., - -y <• ep.r.,;,�i}S;..i>y,,.-y.r ,b§44.n •.q;;:�e'r.,... 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'P�1`.` "^�t v,,l..:t` v4b.... .t:t�'^:- -.J�!�i';2. x. -8";5'"'r'•- X�x { ' ', i"..,T a,.{.,kpdFyq^`. d n. ,,4 t:.: :e'<'t:• a:, y.,:,;r•" IC�f�1TFi/�illOR7lNF�RfVIAI�A+�wI�.>u`s ..; ,..,. . .ti rx>,. �F.. #?t u lw S 1. t `SL' 1 G=:':.Sr'!�'� - .., .1 U :.h:'-tt:7,';•:.,,a;J.a-•„f+,::ti^-er.-:rf^:'+Yn-.r.:itr..�r.,.:d:....%t-.='wf.`.,.NwM1rd-r"t.,.'"\-.:.�.:1ih:Iwt,':d,.;t^...t,".''�.i• i 1.r.. YDSIJ:G'k "Pit Name:TBD Mailing Address: Phone#: Email- ME mail: .D. .,:.•.:r,,,:, � �,,:t•;r.;.:"�3�:�`i� Farsri:' - ;r: .,,, rJ�. +,:r <.m�:st'- ^r�- .Via;.'^ry,... „tt�,,, y., x•4C ,•.n:-':Y�� .,r=�•'..=�sa;-f, r::v::xyrp.: �to.,,u.- fq'-w~ .�F.f;2 _ •f'"±• ti�;p�a:,, a•��, rt ^f�':%ti'� .M:-4?'", i.t*;a t. 7:F,i .,�,. >>? t 'A = ? !,-.,• :} 1kfi•�V•"+^i<„t.�,k,d '"!fi':.:1a.'t. �btnn{y.f2, �v s',,,: ;° 's^:'�-':: d .1 .;,Y7,vA'. •r.0. -k>. fir'' ,.�?,v, ,:.*;,.:��;:. ,t_;,•n,. ESGI�IP'tlD1�[.OFtPliO�05E[3:.�{[alfltS7ltl�CiLtARi ��s„�,'<,,,�.r. _.1"", ee,s uw.,:7.."'a.°r "k rfi,ya�a i'.Cr vr;sk,...,.i� t. ,rrsj". ..-t M,•., d':r •+.':,;;zh'i h,.,{r ”„ ,::y'._ �Y,.:x,:':",i�:.-:. <Sk'-:. `<yG,s„ 7'L'.;a:',..5,3.:,i.•'.�Oh`:�.1.^»,i ..:,isa.?i`.'-:;^:, <a��.u'••,:5..�,..';'•,r .•�-:.;.".;,J:`-:� :'S:'< F�-a::.;.,qq- .r�,',. .:di• ❑New Structure ®Addition DAlteration ❑Repair EJ Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? OYes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPER OR TlON. TY MA Existing use `f g s o property:'re$IIntended use of property: • esidential. Zone or use district in which premises is situated: Are there any cdvenants'and restrictions with respect to R-80 this property? ❑Yes BNo IF YES, PROVIDE A COPY. :'I�::A'v�3w Fa't�a�i �+'`',4f7• , � „h'�3�; n ...w , •r�„tc.r^t��.,The�ownerlcantractor/dell n'�'7ofess oval ts:ies onstbleto all:drai a e nnd'sto" Chapter 236"ot the Town Code:APPLICATION IS HEREBYrMABE,Eo tic Bulld(nb t�partinent for the issuance'of a Building Parmitrpureuanito the:Bullding Zone;' Ordinancepf the?own of Southold;Suffolk,County,N.ew'YoPk and'other eppitcable lew's,'ordlnances or•Regutatlons,for thfl constiuct(on of buildings,` ; .»addttiOps,�itp'ratl0ns`orfnr remOVal OCdeMoiiti0n as hp'i�ein•deft'(ibed.'iii'�applicant'agrees t$comply;uulth all eppilcabfe laviis,.'ordinances,�be►iiding coils, -•',r housin code apd regulptions and td,admlt auEho�ized inspectois'on premises anil in building(sj for necessary";inspectIons:wise statements made;lierein,are.,•.. punlshable'as a C(a;s A'misdameanor pursuant to'SecNon 219.45 of the.New York8tate,Fenal taw.,,, '" r,,�'a `'�'' r ' , Application Submitted BY(pt nJ mes N icolazzi BAuthorized Agent ❑Owner ..... .:..:....... .a. . . OF Signature of Applicant: Date: March 4 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) James Ni'colazzi being duly sworn,deposes and says that(s)he is the applicant • (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,,etc.) of sald.owner.or owners,.and is'duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in,this application are true to the best of his/her knowledge and belief;and', that the work will be performed•in the manner set forth in the application file therewith. Sworn before me this I n .il.day of i Q V C V 20 CAF NotagAARVAH JArrKLE NOTARY PUBLIC- ATE OF N€W YQRK No.01JA637450@ Qualified in Suffolk C4gn (Where thea licant is not the owner) pp MyCommission ExpirA§9_4-q{9=2022 I, Zane .SelliS residing at 10 Fern Drive Jericho, NY 11.753 do hereby authorize James N ie0lazzi to apply on my behalf to the o So uilding Department for approval as described herein., March 4th202.1 0=6! ure Date Print Owner's Name 2 , 1 BUILDING DEPARTMENT- Electrical Inspector fl TOWN OF SOUTHOLD FTown Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov - seand�D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: — ^ Z02.Z Company Name: f? -}Y,' of ) 52 y-N i C f-S INC Electrician's Name: e 4 vx,1 I d o a r4(2- License ZLicense No.: ME- q X183 Elec. email: Elec. Phone No: -7Gt(-// ❑I request an email copy of Certificate of Compliance Elec. Address.: 2 , ,5-� t`.(v1 C O[kq 0,,i-e, 13 VeY4 ujoc>ck N W91-�q JOB SITE INFORMATION (All Information Required) Name: we S7e �/,� . Address: A) /0 Cross Street: je >i c/cf Aoc, Phone No.: Q 1,2 Bldg.Permit#:,4� y60 2 3 a: ) •� Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 1 1130 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES© NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect[:]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION •rL� to �uFFO� BUILDING DEPARTMENT-'Electrical Inspector TOWN OF�SOUTHOLD Town Hall Annex-.64375.Main;Road -;PO Box;1,179 Southold, New York 11971-0955 r Telephone (631) 765-1802 - FAX (631) 765-95021 rogerr(cDsoutholdtownny.gov seand(cDsoutholdtownny.gov. . APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5 - 9- Z02z Company Name: 0 E 1 e 4V I' C 0( 1 YN i C-e S 11� Electrician's Name: e y ho+)d 0 a r�+17 License No.: Elec. email 0rf4hclom-Atke.5.2/ C kofrNc,;'1 . Com ' Elec. Phone No: -7(zl'-/1 O 14equest an email copy of Certificate of Compliance Elec. Address.: 2R,57 t(L(v1C0(Y") aJ,-_ 5yev4(,u ?Dd N- JOB SITE INFORMATION (All Information Required) Name: Z,q,4S7e Address: -w /�dc�>iu �j' ��►� �/@�� // Cross Street: Phone No.: Bldg.Permit#:, - Y o 9 email:se/%S �v✓ snot. J •� A-;-t Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: - 1 ' 030 Circle All That Apply: �. Is job ready for inspection?: YES F-] NO r-]Rough In F] Final Do you need a Temp Certificate?: FI YES 0 NO Issued On Temp Information: (All information required) Service Size01 Ph 03 Ph Size: A # Meters Old Meter# F-1 New Service0 Fire ReconnectOFlood Reconnect OService Reconnect[-]Underground OOverhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION ir)y o� PERMIT # Address: Ora Switches Outlets G F I's 1 Surface ; ' Sconces HH's l uc its Lks 4ff - Fans Fridge HW Exhaust Oven W/D 1 Smokes 1 DW Mini Carbon Micro Generator Combo Cooktop Transfer, AC I AW Hood Service /Amps Hav Used Special: � P Comments r S.C.T.M. N0. DISTRICT: 1000 SECTION: 18 BLOCK: 3 LOT(S): 13 ELEV. 23.5 OL OR BROWN 12' SANDY LOAM BROWN SM LOAMY SAND 1.5' PALE BROWN MEDIUM SP SAND O GRAVEL LAND N/F OF LP 14.3' GERASIMOS MENEGATOS \ SANITARY & WELL OVER 150' \ REBAR / 1.0E .8'N / NO WATER LAND N/F OF FC / AUG. 28, 2019 17' SOLUTION EAST LLC QQ� 0/L K. WOYCHUK LS VACANT 150' �2, MO k � 15 pEER EgNC6 �27,_ 0 Ile_ � 1.s's W F F REBAR 0.6'E N '- F 103' ——— ,26� _ — — LAND N/F OF DECK JOAN BERGLUND TREE 60 PLAY r'cP° HOUSE ry �. � •r. ,pati ��® C i \\ 25 25 v? 0 \ c BRICK �40 PATIO 1-1 24 �<D' OU.P. LIGHTPOLE / \ LIGHTPOLE BRICK X23 1 \ LAND N/F OF \ -- PATIO DEBORAH L MICHTA \ w, p / ^oc w o? 23l �\ —24— r� r. S ASPHALT i.O'N DRIVEWAY/ / SZpR� / j M N ' 1y3 2ERP3 / / oc� 36� V15"Ov gR�G"R NEOGE 1.a'E� ,5 �3 P / dCo- 1 22 22 It1 / 0�\ < Vv OE PPJg/N/// .gyp 17 NE S xoQQ U.P. RpOE / a 10 U.P. / �.A'( 9-' 1�5 PIPE w cn THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ® LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:31,290.49 SQ.FT, or 0.72 ACRES �P ELEVATION DATUM: NAVD88 ------------------ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES 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, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MAP OF: FILED: SITUATED AT:ORIENT TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE ##19-120 SCALE:1"=30' DATE: OCT. 15, 2019 jr N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 18 BLOCK: 3 LOT(S): 13 ELEV. 23.5 OL DR BROWN 1 12' SANDY LOAM SBROWN M 15' GAMY SAND PALE BROWN MEDIUM SP SAND & GRAVEL LAND N/F OF 14.3, GERASIMOS MENEGATOS \ SANITARY& WELL OVER 150' REBAR Z-801 NO WATER LAND N/F OF AUG. 28, 2019 17, SOLUTION EAST LLC ,00 0/L / K. WOYCHUK LS VACANT 150' \ 12 MO 1�Dc c1' FF3iO� '27 \ �� \ 10.E q0 \ $ ON. by000 \ / � Oy / 1.5' ::•....•:: F •M .c� REBAR OXE ;:y;:•:;' "c^ —26— N, 26—\— LAND N/F OF DECK JOAN BERGLUND TREE PLAY "0 a1po HOUSE :;i+'•:. \\ \\ f25� 25 �P rn_ \ g BRICK n3� c+ PATIO i 0.3' 24 ��' U.P. ucHrnoLE � --- Q \ LIGHTPOL BRICK .••�23:, r ----- _ _ _�,=-_ LAND DEBORAH L MICHTA 24 . . ASPHALT 2d / :::::: ::: : ::::::::::::'. ::::: : : DRIVEWAY 1.0'N 1 p. oJaQ�aNp2� �. y6� 3 .. :: ::::2.'. ' // ..... 00, yo.'N`: ..... .'`:: pope 'iii li •�;�I' �,��'' `��, 15 6 � °„ nae m iu it itate=. a�`I!'j '/ t9 � \ 22 I ' 22 1 � \ •O,,Oa �� ,i E\ by 0eP i O A� U.P. EOE OF / U.P. 1�5 PIP w cfl w cn THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL END. LOC. 07-30-2021 ® LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS `� AND OR DATA OBTAINED FROM OTHERS. AREA:'31,290.49 SQ.FT. or 0.72 ACRES ELEVA77ON DATUM.' NAVD88 UNAUTHORIZED AL7ERA770N OR ADD177ON TO 7HIS SURVEY IS A WOLA77ON OF SEC-RON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TURON, GUARANTEES ARE NOT TRANSFERABLE. 7HE-OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL S7RUC7VRES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 774E 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ZANE SELLIS; MAP OF: FILED: SITUATED AT.ORIENT TOWN ORSOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK ,COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE #19-120 SCALE: 1"=30' DATE: OCT. 15, 2019 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk archstreet Date: September 8, 2022 To: Mr. Michael J. Verity Town of Southold ten" Building Department 54375 Route 25 1 J Southold, NY 11971 MV 2 2 2922 Re: 25335 Main Road, Orient, NY 11957 Dear Mr.Verity Enclosed is the revision to the second floor providing access to a finished storage area. If you should need any other information, please do not hesitate to call me. Sinc y MES OLAZZI, R.A. artner ti 1550 Deer Park Ave. Deer Park NY 11729 Phone: (646) 438-3313 Horton, LisaMarie. R From: James Nicolazzi <jn@archst.us> Sent: Monday, December 12, 2022 4:29 PM To: Horton, LisaMarie Cc: Troy Kollmer Subject: FW: re 25335 Main Road Orient Sorry I hit send prior to signing it From:James Nicolazzi ---.-----^---__�..___ Sent: Monday, December 12, 2022 4:28 PM To: lisamarieh@southoldtownny.gov Cc:Troy Kollmer<troykollmer@gmail.com> Subject: re 25335 Main Road Orient Good Afternoon, li was ask by the owner to email you as to let the3 contractor,Troy Kolmer be able to pick up the CofO for 25335 Main Road addition as I am the applicant of record. Sincerely, James Nicolazzi, RA 631-875-1992 1550 DEER PARK AVE.,SUITE 3C DEER PARK,NY 11729 1 Generated by REScheck Web Software Compliance Certificate Project Sellis Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: .25335 Main Road Zane Sellis James Nicolazzi Orient,NY 11957 10 Fern Drive W ASrch Street Architects Jerico,NY 11753 1550 Deer Park ave. Deer Park,NY 631-875=1992 jn@archst.us ;Compliance; Passes using UA trade-off Compliance: 13.7%Better Than Code Maximum UA: 249 Your UA: 215 Maximum SHGC: 0.40 Your SHGC: 0.18_ The'%Better or Worse Than Code Index reflects how close to compliance the house Is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont. or U-Factor UA Ceiling 1:.Cathedral Ceiling 1,240 38.0 0.0 0:027 33 Wall 1:Wood Frame, 16"o.c. 230 19.0 0.0 0.060 11 Window 1:Vinyl/Fiberglass Frame:Triple Pane with Low-E 9 0.260 2 SHGC:0.18 Window 2:Vinyl/Fiberglass Frame:Triple Pane with Low-E 9 0.260 2 SHGC:0.18 Window 3:Vinyl/Fiberglass Frame:Triple Pane with Low-E 9 0.260 2 SHGC:0.18 Window 4:Vinyl/Fiberglass Frame:Triple Pane with Low-E 9 0.260 2 SHGC:0.18 Window 5:Vinyl/Fiberglass Frame:Triple Pane with Low-E 8 0.260 2, SHGC:0.18 Window 6:Vinyl/Fiberglass Frame:Triple Pane with Low-E 8 0.260 2 SHGC:0.18 Wall 2:Wood Trame, 16"o.c. 465 19.0 0.0 0.060 22 Door 1:Solid 21 0.260 5 Window 7:Wood Frame:Triple Pane with Low-E 9 0.260 2 SHGC:0.18 Window,8:Vinyl/Fiberglass Frame:Triple Pane with Low-E 9 0.260 2 SHGC:0.18 Window 9:Vinyl/Fiberglass Frame:Triple Pane with Low-E 9 0.260 2 SHGC:0.18 Project Title: Sellis Residence Report date: 04/16/21 Data filename: F e 1 of /I `I ar - Gross Area Assembly or Cavity Cont. U-Factor UA Window 10:Vinyl/Fiberglass Frame:Triple Pane with Low-E 9 0.260 2 SHGC:0.18 - Window 11:Vinyl/Fiberglass Frame:Triple Pane with,Low-E 10 0.260 3 SHGC:0.18 Window 12:Vinyl/Fiberglass Frame:Triple Pane with Low-E 30 0.260 3 SHGC:0.18 Window 13:Vinyl/Fiberglass Frame:Triple Pane with Low-E 15 0.260 4 SHGC:0.18 Wall 3:Wood Frame, 16"o.c. 248 19.0 0.0 0.060 8 Door 2.Glass 42 0.260 11 SHGC:0.18 Window 14:Vinyl/Fiberglass Frame:Triple Pane with Low-E 4 0.260 1 SHGC:0.18 Window 15:Vinyl/Fiberglass Frame:Triple Pane with Low-E 4 0.260 1 SHGC:0.18 Window 16:Vinyl/Fiberglass Frame-Triple Pane with Low-E 4 0.260 1 SHGC:0.18 Window 17:Vinyl/Fiberglass Frame:Triple Pane with Low-E 10 0.260 3 SHGC:0.18 Window 18:Vlnyl/Fiberglass Frame:Triple Pane with Low-E 10 0.260 3 SHGC:0.18 Window 19:Vinyl/Fiberglass Frame-Triple Pane with Low-E 9 0.260 2 SHGC:0.18 Window 20:Vinyl/Fiberglass Frame:Triple Pane with Low-E 9 0.260 2 SHGC:0.18 Window 21:Vinyl/Fiberglass Frame:Triple Pane with Low-E 9 0.260 2 SHGC:0.18 Window 22:Vinyl/Fiberglass Frame:Triple Pane with Low-E 7 0.260 2 SHGC:0.18 Window 23:Vinyl/Fiberglass Frame:Triple Pane with Low-E 7 0.260 2 SHGC:0.18 Wall 4:Wood Frame, 16"o.c. 240 19.0 0.0 0.060 9 Door 3:Glass 42 0.320 13 SHGC:0.19 Door 4:Glass 42 0.320 13 SHGC:0.19 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,240 30.0 0.0 0.033 41 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed-building has beejp designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requixempas listed in the REScheck Inspection Checklist. ':rA'Mfi'* glesOL.& ac;f_ 41uplum Name-Title Si t e Date .._z t.4 Project Title: Sellis Residence Report date: 04/16/21 Data filename: Page 2 of 2 30'-8" 13'-9" 6'-1 1 " a I� C �1S � CC I I D D I I 1550 DEER PARK AVE. I D . DEER PARK, NEW YORK 11729 P: (516) 655-5834 O � I "H X I'-4"W CRAWL ® CLIENT: � I 2" X 12" RR �% 16" O.G. 2" X 12" RR PAGE VENTS (CSV) I Mr. & Mrs. Sellis o finished TYP. x6 N ® 16„ ° Storage NF I I N 5'-6„ 10 Fern Drive W N ° gyp bd ` I Jericho NY 11753 N R-30 INSULATION I I I I Q cv (V x I 2" X a" FJ 2, FJ I v X X cV @ 16" O.G. 00 7 " D.G. 1z t 12'-3" 16'-7" I I 6'-7 1/2" 6'-3" 7'-6" 7'-5 1/2" I x CONSULTANTS: 2xG LEDGER BOARD 2x(; LEDGER BOARD L0 L— BOLTED TO HOUSE BOLTED TO t10U5E ATTIC ACG)=55 @ I G"STAGGERED I @ I G"STAGGERED 2" X 12" RR 2" X 12" RR ® 16" D.G. @ 77 O.G. � ® s GI 2 _ 0 G II I I� I I �• ( � IS � � � �� I' I I 11 I I Q --- >' I I 0 _ Nov Z Z 2022 x 5/8„ ANCHO OLT ® 23” D.C. 1 Itp I HOLD 6 - 12 FF EACH END p I x I EIdIiG'wFO ,-� OF EACH SILL I LTE. I I N n 11OWNOFSOUTF-,,xr) N G \ I 'I I t I N MIN. EMBEDMEN " INTO CONCRETE NEW CRA L SPACE-T N N X ® xN -- --— v �-.- O 70 CO L - - - - - - - - - - - - - - - - NI I I I s I r � ® x O N H 2" X 12" N BONUS of I OJ 8,-0" ROOM N - N w CEILING HT. ° PROVIDE ICE 4� WATERSHIELD FROM FASCIA � WITHIN 2' HORIZ. DISTANCE FROM THE INTERIOR SIDE OF THE EXT. \ 4" POURED CONCRETE AAB 6x6 WALL; TYP. FOR ALL NEW ROOFS N I w2.9/0.9 w.w.m. CO P CTED FILL I I THIS DRAWINGS THEINTELLECTUAL PROPERTY OF x o I AS REQ'D 6" BED OF S TF UCTURALLY ( I 2" X 8" F ARCH STREET dpc NO INFORMATION CONTAINED o - - - - - - - - - - - - - - - - - - - - - - - - - - `n (2) 2" x 12" 7 I COMPACTED GRAVEL I @ 16" O.G. I o HEREIN MAYBE USED OR DUPLICATED WITHOUT THE N A `C ( PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY ® x I I I I - I I RIGHT INFRINGEMENT WILL RESULT IN BOTH COMPENSATORYAND PUNITIVE DAMAGES IN 2" x 12" RR 2" x 12" RR N I I I CO ( I ADDITION TO CRIMINAL CHARGES FILED UNDER . . ® 16" O177—o=. O �02" X 10" � I I � I � �n I FEDERAL LAW. N I I �0 Iin x N I I rn N N N 0) x I I I 2" x 8" FJ I " x 8" FJ I PLOT PLAN: x x \ I I I IN I @ 16" O.G. I6" O.G. 2" X 12" RR N N 2" X 12" RR ( J I J I LO O O `r N L —�- — - - - - —J 9'-6 1/2" 9'-9" 28'-10" HOLD DOWN 28'-10" 5'-0» 5IMP50N PHD Ir (TYPIGAL 12" PG FOUNDATION WALL/24"x12" AT ALL CORNERS) FOOTING W./(2) #5 TOP a BOTTOM PROVIDE 5" DIA. A.B. @ 32" O.G. a @ CORNERS PROVIDE 3" X 3" X 8" THICK SQUARE WASHER 4 NUT @ 5C4,CN �LCORFLAN EVERY A.B. SGALE: 1/4" = 1'-0" I- ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, WINDOW SCHEDULE WALL LEGEND MINIMUM DP RATINGS AS PER DESIGN CRITERIA TABLE LOCATE 1.D. MANUFACTURER MODEL # ROUGH OPENING REMARKS (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) 0 RE_C 0TRW+W SE Ifff CON5TRUCTED AS TYPE I SHEAR L_ WALLS (5/8" PLYWD SHEATHING, W/ 8D COMMON NAILS @6"oc A ANDERSON TW1846 NEW EXTERIOR WALL: EDGE AND 12"oc FIELD AS SPECIFIED IN SECTION 3.4.4.2. IN THE REVISED 9/7/22 EXTERIOR FINISH AS PER AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME B ANDERSON TW2456 REVISED 3/7/22 CONSTRUCTION MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR C ANDERSON TW2452 REVISED PER owner 5/14/21 ELEVATION ON TYVEK BLDG. PAPER, WALLS SHALL BE CONSIDERED 5HEARWALLS AND ARE IN EXCESS OR 15LB. BUILD. PAPER OR EQUAL, ON OF THAT REQUIRED BY THE CODE. ALL REQUIRED SHEARWALL DOOR SCHEDULE 1/2" PLYWD. SHEATHING, ON 2x4 WD SEGMENTS SHALL BE A MINIMUM OF 28" WIDE FOR 8'-0" HIGH D ANDERSON TW21046 REVISED PER COMMENTS 4/13/21 STUDS @ 16" OC W/ R-15 BATT " �� Issued For Permit 3/6/21 WALLS 31 FOR q-0 HIGH 35 FOR 10-0 HIGH AND 38 FOR E ANDERSON TW21052 INSULATION WITH VAPOR BARRIER AND NO. TYPE UNIT DIMENSION MATERIAL FRAME REMARKS I/2" GWB ON INTERIOR SIDE OR (2x6 �-�LNIORL�X11"H)�RTEC�gS ANCP�!I�N6 R>�VtIREiE SPECT Rev. Revision Description Date � C�+ A1�I�WSJkIEEEt�fNtSL LOAD PATHS SHALL BE AT 1 HINGED 3'-0"x6'-8" TBD PRE-HUNG WOOD F ANDERSON TW2632 WD 5TUD5 @ 16" OC WITH R-Iq BATT EVERY EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE / EXTERIOR W/ STORM DR INSULATION) 4- ALL RAILINGS AND GUARD RAIL5 SHALL BE BETWEEN 3C' 2 HINGED 2 -2 x6 -8PINE PRE-HUNG WOOD G ANDERSON TW18210 Project Location: ' / AND 38" IN HEIGHT, ALL HANDRAILS SHALL BE IN ACCORDANCE H ANDERSON TW2032 25335 Main Road NEW INTERIOR PARTITIONS: WITH R315.2, AND NO OPENINGS SHALL BE PRESENT IN SAID 3 SLIDER 5'-0 x6 -1 1 PINE PRE-HUNG EXTERIOR NEW 2x4 WD STUDS @ IC OC GUARDS THAT ALLOW THE PASSAGE OFA 4" DIAMETER SPHERE, I ANDERSON TW24210 Orient, NY 11957 UNLESS IT IS THE TRIANGULAR OPENING FORMED BY THE RISER 4 HINGED 2 -6 x6'-8 ' PINE PRE-HUNG / WOOD WITH I/2" GNB ON EACH SIDE TREAD AND BOTTOM RAIL - WHERE " YY A SPHERE 6 IN DIAMETER 5 HINGED - DOUBLE (2) 2'-6"x6'-8" J ANDERSON TW34210 SCTM# : 1000-18-3-13 5 AALNOWINPDOW5TANDDOORS SHALL EITHER HAVE MANUALLY PINE PRE-HUNG / WOOD NEW FOUNDATION WALL: REMOVABLE STORM PANELS IN COMPLIANCE WITH ASTM E Igg6 t 6 POCKET 2'-6"x6'-8" PINE #1 PINE NOTES: Drawing Title: NEW 12" PC FOUNDATION WALL TO 1886 AS MANDATED BY THE NEW YORE STATE RESIDENTIAL ALL WINDOWS SHALL INCLUDE INSECT SCREENS AND FACTORY EXTENSION JAMBS (IF REQUIRED). BUILDING CODE FOR IMPACT RESISTANCE,IN IIOMPH WIND ZONES — — — BEAR ON 24"x12" PC FOOTING CONTRACTOR TO PROVIDE NECESSARY DOCUMENTATION ON ALL WINDOWS SHALL INCLUDE SOLID ANTIQUE BRASS ESTATE HARDWARE SASH HANDLE AND WINDOW `-" TO BEAR ON UNDISTURBED 501L WITH COMPLIANCE TO THE BUILDING DEPARTMENT, FOR GARAGE LOCKS (VERIFY FINISH W/ OWNER) — — — — BITUMINOUS WATERPROOF COATING ON DOORS PROVIDE ACCORDION DOORS WITH TRACKS INLAYED EXTERIOR SIDE AND CONCRETE PARGE FLUSH INTO CONCRETE DRIVEWAY. -OR- 1/2"th PLYWOOD NOTES: ALL WINDOWS SHALL BE INSTALLED WITH STAIN GRADE CASINGS, EXTENSION JAMBS (WHERE REQUIRED), FLOOR PLANS COAT ON VISIBLE PORTION OF STRUCTURAL PANELS SHALL BE PROVIDED FOR EACH WINDOW COORDINATE FINISH OF ALL DOORS WITH OWNER. AND STOOLS; FINISH TO BE COORDINATED WITH OWNER. FOUNDATION WALL AND DOOR OPENING NOT EXCEEDING 8'-0" (IN THE SHORTEST ALL NEW DOORS SHALL BE INSTALLED WITH STAIN GRADE CASINGS BOTH SIDES, FINISHED AS PER OWNERS DIRECTION. DIRECTION) THE PLYWOOD SHALL EXTEND A MIN OF 6" BEYOND ALL WINDOWS SHALL HAVE WHITE VINYL CLADDING, W/ MATCHING SCREENS, AND CLEAR WOOD THE ROUGH OPENING SIZES OF THE WINDOWS IN EACH DIRECTION STYLE AND FINISH OF ALL DOOR HARDWARE SHALL BE COORDINATED WITH OWNER. INTERIORS, AND SHALL BE LABELED WITH THE CORRESPONDING WINDOW FIBERGLASS DOOR SHALL BE STAINED AS PER MFR.'S SPECIFICATIONS. COORDINATE FINISH W/ OWNER. ALL WINDOWS SHALL INCLUDE FULL DIVIDED LIGHT GRILLES. COLOR TO BE WHITE ON EXTERIOR, AND LOCATION. THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCE551BLE LOCATION, AND SHALL BE ACCOMPANIED BY CLEAR WOOD ON INTERIOR. ENOUGH 2-1/2" #8 WOOD SCREWS TO FASTEN EACH PANEL, SCREWS TO BE A MAXIMUM OF 12"oc AROUND PERIPHERY OF PANELS. WHEN FASTENING TO MASONRY WALLS, VIBRATION-RESISTANT ANCHORS SHALL BE USED(MIN 4gOIb5 JMN TA JMN WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED Designed by Drawn by Checked by HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE HOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF HIGH WINDS November 20, 2020 A20XO22 Date Project Number 3 OF 7 A103. 00 Sheet Number Drawing Number it A GENERAL NOTES: CONCRETE AND FOUNDATION WORK: GYPSUM WALLBOARD: ELECTRICAL: ALL WORK TO BE DONE IN ACCORDANCE WITH ALL REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT ELECTRICAL FIXTURES & COMPONENTS ARE TO BE LABELED ;> APPLICABLE TOWN, LOCAL AND STATE CODES INCLUDING BUT APPLICAELE. SYSTEM. GYPSUM BOARD TO BE 1/2" ON WALLS AND IN ACCORDANCE WITH SECTION E3403. INTERRUPTING NOT LIMITED TO: CEILING UNLESS OTHERWISE INDICATED. FINISH JOINTS, RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH a r e ll s t "' e e - • 2020 BUILDING CODE OF NEW YORK STATE ALL FOUNDATIONS SHALL REST ON A SOIL WITH A BEARING J-BEADS, NAILS AND SCREW DIMPLES, CORNERS, AND EDGES SECTION E3404. FOR EQUIPMENT WORKING SPACE AND • 2020 PLUMBING CODE OF NEW YORK STATE CAPACITY OF 2000 PSF. FIELD VERIFY BY LICENSED SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT CLEARANCE SEE SECTION E3405. ELECTRICAL CONDUCTOR APPROVED AS NOTED 02020 ENERGY CONSERVATION CODE OF NEW YORK STATE GEOTECH. ENGINEER. COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN COATS. MATERIAL, SIZE, INSULATION AND CONNECTIONS ARE TO 1550 DEER PARK AVE. • 2020 FUEL GAS CODE OF NEW YORK STATE FINAL COAT TO BE SANDED SMOOTH. METAL CORNER BEADS COMPLY WITH SECTIONS E3406 AND E3407. DEER PARK, NEW YORK 11729 DATE: B.P.# • 2020 MECHANICAL CODE OF NEW YORK STATE ALL MINIMUM COMPRESSIVE STRENGTHS OF CONCRETE SHALL TO BE USED ON ALL CORNERS AND AROUND ALL OPENINGS. P: (516) 655-5834 • 2020 FIRE CODE OF NEW YORK STATE COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH CHAPTER FEE: EY; 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE WITH 2016 NEW YORK STATE SUPPLEMENT ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED WITH 36. THE RATING OF UNGROUNDED CONDUCTORS IS TO BE IN NOTIF BUILDING C-r�;4,) AT 2020 EXISTING BUILDING CODE OF NEW YORK STATE 5/8" TYPE X FIRE CODE SHEETROCK. APPLY 1/2" TYPE X ACCORDANCE WITH SECTION E3602. SIZING OF CONDUCTORS CLIENT: 765-1802 8 AM TC: -' EM, FOr, T S r_ ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE SHEETROCK ON HOUSE SIDE OF GARAGE WALLS PER THE IS TO BE IN ACCORDANCE WITH SECTION E3603. BRANCH STRENGTH OF 3000 PSI AFTER 28 DAYS, UNLESS OTHERWISE FOLLOWING INSPECTi'��'S: 2015 INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE 1. FOUNDATION' - TJ;C f,FOUIRED NOTED. ALL PORCHES, CARPORT SLABS AND STEPS EXPOSED YORK STATE SUPPLEMENT. SHOWER AND TUB ENCLOSURES TO COMPLY WITH CHAPTER 37 & 39. Mr. & Mrs. Sellis ALTHOUGH THESE PLANS ARE DRAWN TO SCALE NO TO WEATHER AND GARAGE FLOOR SLABS SHALL BE AIR 10 Fern Drive W FOR POURED C��"1��F?ETE � TO BE LINED WITH 1/2" "CEMENT BOARD". ALL OTHER 2. ROUGH - FRAV!;rq:a & PLUMBING DIMENSION IS TO BE SCALED. CONTRACTOR SHALL NOTIFY ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH BATHROOMS AND LAUNDRY ROOMS TO HAVE 1/2" WATER ELECTRICAL GROUNDING SYSTEM IS TO COMPLY WITH SECTION 3. INSULATION ARCHITECT PRIOR TO COMMENCEMENT OF WORK. OF 3500 PSI AFTER 28 DAYS. RESISTANT SHEETROCK. E3608' Jericho, NY 11753 4. FINAL - CONSTP',1CTIQN' MUST NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED BE COMPLETE PIER FOOTINGS SHALL BE 1'-0" THICK, U.O.N. REQUIRED RECEPTACLE OUTLETS, GFI PROTECTIONS, LIGHTING �; J. AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF ALL WINDOWS AND DOORS: � OUT'LETS ARE TO COMPLY WITH CHAPTER 39. ENCLOSED ALL CONSTRUCThO�' SHALL MEET THE WORK IN ACCORDANCE WITH ALL STATE AND OR LOCAL WALL FOOTINGS SHALL BE 10" THICK, U.O.N. ELECTRICAL WIRING IS TO COMPLY WITH TABLES E3904.6 (1) CONSULTANTS: REQUIREMENTS OF THE CODES 0=NEW CODES. THE DRAWINGS ARE INTENDED TO BE COMPLETE. WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED THPOUGH (10). YORK STATE. NOT RESPONSIBLE FOR SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, PROVIDE ALL VENTS, SLEEVES AND BOX OUT OPENINGS FOR INDEPENDENT LABORATORY AND ARE TO BEAR A LABEL DESIGN OR CONSTRUCTION ERRORS. NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK MECHANICAL, ELECTRICAL AND PLUMBING TRADES. LOCATIONS IDENTIFYING MANUFACTURER, PERFORMANCE ELEr'TRICAL DEVICES AND LIGHTING FIXTURES ARE TO HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO CONIPLY WITH CHAPTER 40. CONTRACTOR TO NOTIFY THE ARCHITECT. SHALL BE PLACED AS NOT TO AFFECT THE STRENGTH OF INDICATE COMPLIANCE WITH AAMA/WDMA/CSA THE STRUCTURAL MEMBERS. VERIFY THE CONDITIONS OF THE 101/I.S.2/A440 (FOR EXTERIOR WINDOWS AND SLIDING ELEUTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING COMPLY WITH ALL CODES OF THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE JOB PRICR TO INSTALLATION. DOORS), /WDMA/CSA AAMA STRUCTURAL COMPONENTS ARE TO COMPLY WITH SECTION NEW YORK STATE & TOWN CODES FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO 101/I.S.2/A440 OR AMD 100 C3d02. AS REQUIRED AND CONDITIONS OF ARCHITECT IN WRITING BEFORE PROCEEDING. NO CONCRETE OR MASONRY WORK SHALL BE DONE DURING (FOR EXTERIOR SIDE-HINGED DOORS). THIS IS IN TEMPERATURES OF 40 DEGREES F. AND FALLING. ACCORDANCE WITH R609.3. THE WINDOW AND DOOR LST WNZ�A THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND ANCHORAGE SYSTEM IS TO COMPLY WITH SECTION R609.7. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, WN'L1 nniAi�^�,, METHODS OF CONSTRUCTION AND FOR SEQUENCES AND GLAZING IN THE SLIDING DOOR IS TO PASS THE TEST NO FOOTING SHALL BE PLACED IN WATER OR DELETERIOUS EQUIPMENT, AND APPLIANCES, AND PERFORM ALL ., .�—...,aBOARD PROCEDURES TO BE USED. REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR MATERIAL. OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS. THE iis ,T�IJ' ES CATEGORY I OR II IN ACCORDANCE WITH R308.3. GLAZING INSTALLATION SHALL BE IN ACCORDANCE WITH THE ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED PANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 PROVIDE TNO CONTINUOUS NO. 5 REINFORCING BARS AT THE NATIONAL ELECTRIC CODE, ALL REQUIREMENTS PER FOR A PERIOD OF ONE YEAR AFTER COMPLETION BY THE BOTTOM Of FOOTINGS AS SHOWN IN SECTIONS. AND R308.1.1. AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OBTI,IN AND PAY FOR ANY PERMITS REQUIRED FOR THE ENSURING THIS GUARANTEE. ALL FOOTI1`G REINFORCING TO HAVE STANDARD HOOKS AT ENDS. SHALL MHAVE NAYMENIMUM ET CLEARUOPENING 0E WINDOW0 5 SINGS BY OTHER CONTRACTORS.INSUi_ATION OF THE SPECIFIED WORK AND WORK REQUIRED ALL ELECTRICAL EQUIPMENT SHALL ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SHOWN. SQUARE FEET, MINIMUM OPENING HEIGHT: 24", MINIMUM ALL WORKMANSHIP SHALL BE FIRST CLASS. OPENING WIDTH 20" AND A MAXIMUM SILL HEIGHT = 44" BE L/L APPROVED. OCCUPANCY OR REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE i LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND A.F.F., AS PER SECTION R310.1.1, R310.1.2, R310.1.3, THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF ANY DEFECTIVE WORK AND DAMAGE RESULTING THEREFROM, R310.1.4 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE HOOKED A- NON-CONTINUOUS ENDS. RECEPTACLES, SWITCHES, SWITCH OPERATED RECEPTACLES USE IS UNLAWFUL SHALL BE REPAIRED AND/OR REPLACED AS REQUIRED AT NO WITH 2016 NEW YORK STATE SUPPLEMENT. AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING AND �+ COST TO THE OWNER & AT THE EXPENSE OF THE ALL REINFCRCING SHALL BE SECURELY HELD IN PLACE WHILE SAFETY GLAZING IS REQUIRED IN HAZARDOUS LOCATIONS AS SCOPE OF WORK WITHOUT CERTIFICATE.. CONTRACTOR. PLACING Ci)NCRETE. IF REQUIRED, ADDITIONAL BARS OR DESCRIBED IN THE 2015 INTERNATIONAL RESIDENTIAL CODE STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO WITH 2016 NEW YORK STATE SUPPLEMENT, SECTION R308.4. THE ELECTRICAL CONTRACTOR SHALL FURNISH A CERTIFICATE OF OCCUPANCY ALL WORK IS TO BE LEVEL, PLUMB, AND TRUE. FURNISH SUPPORT FOR ALL BARS. OF INSPECTION ATTESTING THAT ALL ELECTRICAL WORK HAS PLYWOOD PROTECTION PANELS AS REQUIRED FOR THIS DRAWING IS THE INTELLECTUAL PROPERTY OF ALL WORK SHALL BE EXECUTED IN SUCH A MANOR AS TO .� ,� BEEN INSPECTED AND IS IN COMPLIANCE WITH THE NATIONAL KEYS FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED PROTECTION OF WINDOWS FROM WIND BORNE DEBRIS, TO BE ELECTRIC CODE (LATEST EDITION). ARCH STREETdpcNOINFORMATIONCONTAINED PROTECT THE SAFETY OF WORKMAN AND THE PUBLIC, DURING AS SHOWN IN DETAILS AND SECTIONS. PROVIDED WITH FASTENERS AND LABELS, AS PER THE 2015 HEREIN MAYBE USED OR DUPLICATED WITHOUT THE CONSTRUCTION. INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW YORK SMOKE ALARMS PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE STATE SUPPLEMENT. RIGHT INFRINGEMENT WILL RESUL TIN BOTH ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS. R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN COMPENSATORY AND PUNITIVE DAMAGES IN RETAIN STORM WATER RUNOFF BE ERECTED IN ACCORDANCE WITH THE AUTHORITIES HAVING THE REQUIRED EXIT DOOR SHALL COMPLY WITH -TtiAP- 2015 THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. ADDITION TO CRIMINAL CHARGES FILED UNDER PURSUANT TO CHAPTER 236 JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE FRAMING AND ROUGH CARPENTRY: INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW YONK OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE FEDERAL LAW. ENTIRE CONSTRUCTION OPERATION. STATE SUPPLEMENT. VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE TOWN CODE. REFER TO STRUCTURAL ENGINEER'S DRAWINGS. OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED ATTICS AND NOT INCLUDING CRAWL SPACES AND PLOT PLAN: WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN STAIRS, HANDRAILS AND GUARDS: UNINhARiTABLE ATTICS. IN DWELLINGS OR DWELLING UNITS IN THE NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITH ACCORDANCE WITH R502.1. MATERIALS FOR LOAD BEARING WI?H �":LIT LEVELS AND WITHOUT AN INTERVENING DOOR THE REQUIREMENTS AND METHODS NEEDED FOR PROPER STUDS, FL/TES AND HEADERS ARE TO BE IDENTIFIED IN ALL STAIR AND RAILINGS SHALL BE IN COMPLIANCE WITH BET; .;` THE ADJACENT LEVELS, A SMOKE ALARM PERFORMANCE OF THE WORK NOTED ON THE PLANS. ACCORDANCE WITH R602.1. SECTION R311.5 OF THE RESIDENTIAL BUILDING OF NYS. INSTtii_LON THE UPPER LEVEL SHALL SUFFICE FOR THE AUJAC:ANT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL ` THE CONTRACTOR SHALL BOTH COORDINATE HIS ACTIVITIES STRUCTURAL MEMBERS ARE NOT TO BE CUT, BORED OR MINIMUM DEPTH FOR TREADS SHALL BE 9 WITH A MINIMUM IS Li ; THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. WITH THE OWNER AND ARCHITECT DURING CONSTRUCTION. NOTCHED 1h EXCESS OF THE LIMITATIONS SPECIFIED IN NOSING OF AND MAXIMUM NOSING OF 1 THE SkIC"�' ALARMS SHALL BE INSTALLED NOT LESS THAN 3 s PLUMBER CERTIFICATION FIGURE R5C2.8. CUTS NOTCHES AND HOLES BORED IN GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST FEE- (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING ON LEAD CONTENT BEFORE CONTRACTOR IS RESPONSIBLE TO SPECIFY AND COORDINATE ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS BY MORE THAN ". OFA BATHROOM THAT CONTAINS A BATHTUB OR SHOWER . RTIFICATE OFOCCUPANC} INSTALLATION OF ALL MECHANICAL, ELECTRICAL AND THE EFFECTS OF SUCH PENETRATIONS ARE IN ACCORDANCE UNLE'3 THIS WOULD PREVENT PLACEMENT OF A SMOKE PLUMBING DEVICES PER CODE. REFERENCE GENERAL NOTES OF WITH R502.5.2. AND AS PER ENGINEERED WOOD PRODUCTS ALAE,,: nEQUIRED BY SECTION SUPPLYSYSTERrI SOLDER USED.IN WATER CONFORMANCE HEREIN. MANUFACTURER RECOMMENDATIONS. STUD DRILLING AND MAXIMUM RISER HEIGHT SHALL BE 8 E . THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE , R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE CANNOT NOTCHING ARE ALSO TO COMPLY WITH R602.6. ALAI?' IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL » EXCEED 2/10 OF 1% LEAD. THAN DWEI_.ING UNIT IN ACCORDANCE WITH SECTION R314.3, THE SITE WORK: PIPING PENETRATION THROUGH FIRE-RESISTANT RATED ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT BE LESS ALAR)I DEVICES SHALL BE INTERCONNECTED IN SUCH A WALLS OR FLOOR ASSEMBLIES ARE TO COMPLY WITH R317.3. THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED MANPER THAT THE ACTUATION OF ONE ALARM WILL ACTI`ATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING ALL SITE WORK SHALL BE PER SOIL ENGINEER'S ALL FRAMING LUMBER SHALL BE K.D. DOUGLAS FIR no. 2 OR PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL PLUMBING , RECOMMENDATIONS. CONTRACTOR TO COORDINATE ALL. BETTER WITH THE FOLLOWING MINIMUM VALUES; Fb=900 PSI, SURFACE OF THE LANDING OR PLATFORM. NOT 3E REQUIRED WHERE LISTED WIRELESS ALARMS ARE ALL PLUMBING WASTE.., Fv 95 PSI, AND E=1,600,000 PSI. UNLESS NOTED OTHERWISE. INST,1 LED AND ALL ALARMS SOUND UPON ACTIVATION OF &WATER LINES NEED=;:,., STAKE OUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. TOP SURFACES OF ALL HANDRAILS AND RAILINGS SHALL NOT ONE \1-ARM. EXCEPTION: INTERCONNECTION OF SMOKE TEST!NG BEFORECOVERING STAKING AND LAYOUT ARE TO ESTABLISH ALL LINES AND WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BE BE LESS THAN 34 AND NOT MORE THAN 38 ABOVE THE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE BENCHMARKS. VERIFY ALL GIVEN DATA AND DRAWINGS. IN USED. UNLESS OTHERWISE SHOWN, PROVIDE METAL FLOOR OR TREAD LEVEL. ON STAIRS THE HEIGHT SHALL BE ALTEIATIONS OR REPAIRS DO NOT RESULT IN REMOVAL OF CASE OF DISCREPANCY, RECEIVE CLARIFICATION FROM CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST MEASURED DIRECTLY ABOVE THE RISER FACE. A SPACE NO INTEFOR WALL OR CEILING FINISHES EXPOSING THE ARCHITECT PRIOR TO PROCEEDING. HANGERS AND POST CAPS. UNLESS OTHERWISE SHOWN, USE LESS THAN 1 J" SHALL BE BETWEEN THE WALL AND STRU,TURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE OR 3-2X1O's OVER ALL BEARING OPENINGS 6'-0" OR MORE. HANDRAIL. ALL HANDRAIL GRIP SIZES SHALL COMPLY WITH BASEMENT AVAILABLE THAT COULD PROVIDE ACCESS FOR EXCAVATE AND BACK FILL FOR WORK ON DRAWINGS. SECTION R311.5.6.3 OF THE 2015 IRC WITH 2016 NYS INTEF;ONNECTION WITHOUT THE REMOVAL OF INTERIOR ELECTRICAL STOCKPILE ALL EXCAVATED MATERIAL. NEW AND EXISTING BACK FILL MATERIAL AND TOPSOIL ARE TO BE FREE OF LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE SUPPLEMENT. FINISES. COMBINATION SMOKE AND INSPECTION REQUIRED WEEDS, TREE ROOTS, ROCKS AND DEBRIS. ALL SURPLUS FOLLOWING MINIMUM VALUES; CARE5N MONOXIDE ALARMS SHALL R3145 COMBINATION ALARMS. COMBININ PERMITTED TO BE MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL Fb=2950 PSI, FV=290 PSI, AND E=2,000,000 PSI. FOLLOW MECHANICAL: MANUFACTURES RECOMMENDATIONS FOR BEARING, BRACING, USEDIN LIEU OF SMOKE ALARMS. SHALL BE REMOVED FROM THE SITE. R314I POWER SOURCE. SMOKE ALARMS SHALL RECEIVE AND FASTENING REQUIREMENTS. CONTRACTOR SHALL BE HVAC IS TO COMPLY WITH SECTION N1103 (R403). THEIFPRIMARY POWER FROM THE BUILDING WIRING WHERE PROTECT ALL TREES WITHIN EIGHT FEET OF THE BUILDING. RESPONSIBLE TO REVIEW ALL REQUIREMENTS AND APPLY IN FIELD. EQUIPMENT AND MATERIALS ARE TO BE IDENTIFIED IN SUCI-WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, DO NCIT PROCEED WITH ACCORDANCE WITH N1101.3 (R101.5.1). HEATING AND WHER PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE UNTILSURVEV, PROPER APPROVALS MUST BE OBTAINED BEFORE COVERING ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE COOLING EQUIPMENT SIZE IS TO BE DESIGNED IN POWE: FROM A BATTERY. WIRING SHALL BE PERMANENT AND - ��VP Ij Z( R " I ANY EXCAVATED WORK. PRESSURE 'REATED. ACCORDANCE WITH M1401.3. DUCT SYSTEM FOR HVAC IS TO WITHOT A DISCONNECTING SWITCH OTHER THAN THOSE OF FC''_':::�,T10N LOCATION BE FABRICATED IN ACCORDANCE WITH SECTION M1601. REQU ED FOR OVERCURRENT PROTECTION Issued For Permit 3/6/21 HAS BEEN APPROVED. BACKFILL IN 6" LIFTS.( ALL EXCAVATIONS SHALL BE CARRIED THICKNESS OF ALUMINUM AND GALVANIZED SHEET METAL FRAMING TC BE ERECTED PLUMB, TRUE, AND LEVEL AND TO 915.11.1.1 A CARBON MONOXIDE ALARM SHALL BE Rev. Revision Description Date INTO 18" OF UNDISTURBED SOIL.) BE FASTENED SECURELY. ARE TO BE IN ACCORDANCE WITH TABLE M1601.1.1. PROVED ON EACH STORY DO NOT PROVIDE OVER BACK FILLING FOR 8" OR 10" ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH PLUMBING: CONIINING A SLEEPING AREA, WITHIN 15 FEET OF THESLEEG AREA. MORE THAN ONE Project Location: POURED CONCRETE FOUNDATION. CONTRACTOR SHALL VERIFY MATERIALS. CAREN MONOXIDE ALARM SHALL BE PROVIDED WHERE • Must provide Manuals SITE SPECIFIC SOIL TYPES AND SOIL PRESSURES, AND ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH NECESARY TO ASSURE THAT NO 25335 Main Road D, J and S as per VERIFY ALLOWABLE FOUNDATION LOADING PRIOR TO FRAME OUT FOR HEATING, PLUMBING, AND ELECTRICAL AS A ROOF SHALL BE TERMINATED AT LEAST 6 12 INCHES (152 SLEENG AREA ON SUCH STORY IS MORE THAN 15 FEET p BACKFILLING. ALL SHALL BE PER STATE CODE. REQUIRED. 305 MM) ABOVE THE ROOF OR 6 INCHES (152 MM) AWA`rFROM A CARBON MONOXIDE Orient NY 11957 NYS Energy Code ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER ALAR. STRUCTURAL STEEL: DOUBLE UP JOISTS AROUND ALL OPENINGS AND PARTITIONS IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED SCTM# : 1000-18-3-13 AND UNCER PARALLEL JOISTS. FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, HE 915.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 PRO\)ED ON EACH STORY THAT APPLICABLE.. REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS ALL NAILS, STRAPS, BOLTS, RODS, JOIST HANGERS, AND MM) ABOVE THE ROOF. CONIINS A CARBON MONOXIDE SOURCE. Drawing Title: D o,o,rcr door OTHER FRAMING HARDWARE TO BE HOT DIPPED GALVANIZED, and ductworio- STRUCTURAL STEEL TO BENEW TEEL CONFORMING TO ASTM ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH 915.3.1.2 BUILDINGS CONSTRUCTED PRIOR TO JANUARY 1, A-36 (CENT EDITION) AT E REQUIREMENTS OF THE ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL A ROOF SHALL BE 200EA CARBON MONOXIDE (CURRENT AND testing required. LATEST URRAISC CODE. BE AS PER DETAILS INCLUDED IN THESE DOCUMENTS AND TERMINATED AT LEAST 6 12 INCHES (152 305 MM) ABOVE ALAR SHALL BE PROVIDED ON THE LOWEST STORY THE 2015 IRC WITH 2016 NYS SUPPLEMENT. THE ROOF OR 6 INCHES (152 MM) CON_INING A SLEEPING AREA, WITHIN 15 GENERAL NOTES ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER FEET�F THE SLEEPING AREA. MORE THAN ONE CARBON PAINT STEEL WITH ONE COAT OF (RUST INHIBITING PAINT AT ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED MONrIDE ALARM SHALL BE PROVIDED SUPPLIER PRIOR TO DELIVERY. APPLY TOUCHUP RUST COMPLIANCE WITH SECTION R905 OF THE 2015 IRC WITH FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE WHET NECESSARY TO ASSURE THAT NO SLEEPING AREA ON INHIBITING PAINT AFTER ERECTION. 2016 NYS SUPPLEMENT. SUCI-STORY IS MORE THAN 15 FEET VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 All exterior lighting MM) ABOVE THE ROOF. AWA'FROM A CARBON MONOXIDE ALARM. installed,replaced Or 915.3 POWER SOURCE. CARBON MONOXIDE ALARMS, repaired shall conform � CARBN MONOXIDE DETECTORS, AND THE to Chapter 172 of the ToNvn lode ALAF CONTROL UNITS TO WHICH CARBON MONOXIDE DETETORS ARE CONNECTED SHALL RECEIVE THEIR PRIMRY POWER FROM THE BUILDING WIRING, AND SHALL BE EQUIPED WITH A BATTERY BACKUP JMN TA JMN SYSTd THAT AUTOMATICALLY PROVIDES POWER FROM ONE Designed by Drawn by Checked by OR MIRE BATTERIES WHEN PRIMARY POWER IS IN=RRUPTED. WIRING SHALL BE PERMANENT AND WITHOUT A DI"ONNECTING SWITCH OTHER THAN November 20, 2020 A20X022 THOS REQUIRED FOR OVERCURRENT PROTECTION Date Project Number 1OF7 A101x00 Sheet Number Drawing Number a 1, 01 S r e C 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 P: (516) 655-5834 O� LAND N/F OF CLIENT: SOLUTION EAST LLC LAND N/F OF VACANT 150' GERASIMOS MENEGATOS Mr. & Mrs. Sellls 11 _p N 6500'1 0" E NO WELL OR SANITARY SYSTEM �F� SANITARY & WELL 10 Fern Drive W 121 .00 p 0', OVER 150' ��F JSS 8' DEER FENCE \ ,r6 ®�4/ Jericho, NY 11753 i 5HED 15 A DRY \� Moti CONSULTANTS: BUILDING �) U1 ZONING INFORMATION ELEV. tiOO�F \\ G� I I O DIST: 100 SEC: 18 BILK: 3 LOT: 13 ZONED: R80 OL DR BROWN 1 2' ANDY LOAM I GN REQUIRED EXISTING PROPOSED BROWN I ' LOT AREA: 0.75 ACRES 0.72 S.F (31,290) NO CHANGE SM OAMY SAND 1.5' LOT COVERAGE: 20% FAR 3,206 OR 9.8% 4,446 OR 13.8% PALE \ MAXIMUM HEIGHT: 35'OR (2 1/2)STORIES 22'-4"(2)STORY NO CHANGE BROWN 154' 21 '-9" 40'ADDITION MEDIUM I \ \ ——— 1 TO OC15TPOOL •> FRONT YARD SETBACK PRIMARY: 40 SP SAND z \ C'6 LEECHING SIDE YARD SETBACK 15' 51-1" GRAVEL SIDE YARD SETBACK TOTAL 35' 86'-5' 51-2" \ f -- REAR YARD SETBACK: 50' 168'-5" 156'-5" 14.3' STRUCTURE SIZE DRAINAGE CALCULATIONS: EXISTING RESIDENCE 1,792 1 240 51' x 0. 17 = 210.8 CF READ. POOL HOUSE 320 PROVIDE (I) 8' DIA x 5'O" DRYWELLS = 2 I I . 10 CF NO WATER / \ SHED 15DRY ` ra,__. r POOL 800 _ 17' dF <qN ��\ BUILDING \ 6,0'1 SHED 167 AUG.28,2019 BO � 8" SHED 127 K.WOYCHUK LS ��h ` O 31 - P0 M \' THIS DRAWING IS THE INTELLECTUAL PROPERTY OF PROPOSED ADDITION 1,220 ''�lChT ' _ w d k ARCH STREET dpc NO INFORMATION CONTAINED _ 10,3' 1 \ HEREIN MAYBE USED OR DUPLICATED WITHOUT THE 1 """" i � •� 0 � � LAND N/F OF PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY LP 92' ` \ \ \ JOAN BERGLUND RIGHT INFRINGEMENT WILL RESULT IN BOTH \ \ COMPENSATORY AND PUNITIVE DAMAGES IN LEECHING POOL \ \ ADDITION TO CRIMINAL CHARGES FILED UNDER BASED ON SURVEY BY: O 1=NG PO x � EXISTING \ / GRAVEL/ FIRE PIT ttQ \ FEDERAL LAW. KENNETH WOYCHUK LAND \ cel SURVEYING PLLG Io 112 ° I PLOT PLAN: DATED: 15 OCTOBER, 2019 7 / �I Q- �S 1 I � PROPOSED t \ DRYWELL 1 / z \O o / n ~ \ TO EX15T NG WELL N / / \ PROPOSED n ro ro COVERED Cr \ cn PATIO ' �!p 15'-10'> 2 STORY o TEST HOLE / ADDITION 1 5.3 24'0' \ "' LOCATION CIO co u 2 STORY WOE 'O I g\\ \ Li FRAME TOOP\ O 115 F \ #25335 TO EXISTING WELL / I FFL 25.7 ib t 5 !' 1°\ ' 36.7' WOOD 1�R�hq�T � '` STOOP ' Fk, � I I AY M 1 \\ EX�STING N N 4' BRICK WALK ' l,%ELL c� ,oIAF HE GE \\ '` HEDGE ® S 650001 101 1 IV 4' CONC,�7ALK I 65.00' \ A PNALT' ' I r�' \c� p oV `, \ EGDE OF PAVEMENT `�' REVISED R COMMENTS 4/13/21 ____ _.._ _ – - - �'�- w 0) p (,9J 1 Issued For Permit 3T672-1 0 v� LLJ / Rev. Revision Description Date v� AIN = ®� � LP / Project Location: \ o 25335 Main Road \ Orient, NY 11957 SITE FLAN / SCTM# . 1000-18-3-13 SCALE: I 30-0 Drawing Title: ---_ PLOT PLAN MIN TA JMN Designed by Drawn by Checked by November 20, 2020 A20X022 Date Project Number 2OF7 A V (JU Sheet Number Drawing Number I 1 I i• { 7 .,,i v♦ , I I. € I I I' I1 I •Y .r I ♦ { - - I I F !}{ f I t I I t€ t 7 rf{ f E S •y• f � R € F e e a r e 1 Ln1550 DEER PARK AVE. ` DEER PARK, NEW YORK 11729 2" X 12" RR I j; ` I I I I I . t I 2" xt,8:t FJ 1 2„ X 8„ FJ ( 6) 655 5834 0 16 O.C. LAYOVER !! I I E; I [ (�( r 0 16 O.C. I 0 16" ( I ( 8"H X 1'-4"W CRAWL I I CLIENT: SPACE VENTS (CSV) I I!0 lid Mr. & Mrs. Sellis i ,t; fl I i i' I ITYP. x6 ♦� �x`I � � � I � � � • • `' �=�C�-: N •' 2" X 12" RR 2" X 12" RR 10 Fern Drive W O IE I� I I I�O I� � ♦••r. I •�' I 't'6• I ® ,6" 0.�. ® ,6" O.C. I I I E I Jericho NY 11753 I I� 5/8" 0 ANCHOR BOLT 0 23" O.C. - CONSULTANTS: HOLD 12" OFF OSILL PLATEACH END I 0I I I _ t`I MIN. EMBEDMENT 7" INTO CONCRETE orn NEW CRAWL SPACE I I I I N a I 1 1'-5" I 5' N N ® I I ° NN I �� a O L - - - - - - - - - - - - - - - - N BONUS ® x13 �. ' E 8'-0" ' ROOM ° N O I '� II 4" POURED CONCRETE SLAB 6x6 CEILING HT. o o I • J I N w2.9/w2.9 w.w.m. COMPACTED FILL AS REQ'D 6" BED OF STRUCTURALLY Y _ I COMPACTED GRAVEL I ��` � I I I I J••r CO =: - - - - - - - - - - - - - - -LO I ® 1s" 0C 0 +\\ � PROVIDE ICE WATER SHIELD FROM FASCIA * WITHIN 2' HORIZ. DISTANCE o �/ I \ cn / I \\ in e'• ` '•> I I I t FROM THE INTERIOR SIDE OF THE EXT. 0 I \ �o / I ' THIS DRAWING IS THE INTELLECTUAL PROPERTY OF WALL; TYP. FOR ALL NEW ROOFS — / ARCH STREET dpc NO INFORMATION CONTAINED I '`•= HEREIN MAYBE USED OR DUPLICATED WITHOUT THE 2X8 FJ 2" x 8" FJ PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY I I I ' I , n 0 16" O.C. q P co I< I ® 1 s" O.C. RIGHT INFRINGEMENT WILL RESULT IN BOTH 00 COMPENSATORY AND PUNITIVE DAMAGES IN c° iv <I .!; : I I I ADDITION TO CRIMINAL CHARGES FILED UNDER _ t FEDERAL LAW. 5'-4" 5'-5" 7'-4" 5'-5" 5'-4" — — — — — — — — — — — PLOT PLAN: Ilk Ilk 28'-10" HOLD DOWN 01 28'-10" 5'-0" SIMPSON PHD (TYPICAL 12" PC FOUNDATION WALL/24"x12" AT ALL CORNERS) FOOTING W./(2) #5 TOP & BOTTOM ROOF PLAN PROVIDE J" DIA. A.B. @ 32" O.C. & CORNERS PROVIDE 3" X 3" X 8" SCALE: 1/4" = 1'-0" THICK SECOND FLOOR PLAN FOUNDATION PLAN EVERY A.B. WASHER & NUT SCALE: 1/41) = 1'-0" SCALE: 1/4" = V-0" WALL LEGEND 1-ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL,MINIMUM DP RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN STANDARDS SHEET. (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) 2-ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS(5/8" PLYWD SHEATHING,W/8D COMMON NAILS 06"oc EDGE AND 12"oc FIELD AS NEW EXTERIOR WALL- SPECIFIED IN SECTION 3.4.4.2.IN THE AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL,THEREFORE ALL EXTERIOR FINISH AS PER CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALLS AND ARE IN ELEVATION ON TYVEK BLDG.PAPER, EXCESS OF THAT REQUIRED BY THE CODE. ALL REQUIRED SHEARWALL OR 15LB.BUILD.PAPER OR EQUAL,ON SEGMENTS SHALL BE A MINIMUM OF 28"VIDE FOR 8'-0"HIGH WALLS, 31"FOR DOOR SCHEDULE WINDOW SCHEDULE 1/2'PLYWD.SHEATHING, ON 2x4 WD STUDS 0 9'-0"HIGH,35"FOR 10'-0"HIGH,AND 38"FOR 11'-0"HIGH EXTERIOR WALLS 16"OC W/R-15 BATT INSULATION WITH VAPOR AS PER THE REQUIRED ASPECT RATION OF SHEARWALL SEGMENTS. BAWER AND 1/2"GWB ON INTERIOR SIDE OR 3- ALL UPLIFT CONNECTORS AND NAILING SHALL BE IN ACCORDANCE WITH NO. TYPE UNIT DIMENSION MATERIAL FRAME REMARKS 1.D. MANUFACTURER MODEL # ROUGH OPENING REMARKS (2x6 WD STUDS 016"OC WITH R-19 BATT SHEET N-2,ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL STUD FROM 1 HINGED INSULATION) FOUNDATION TO RIDGE 3'-0"x6'-8" TBD PRE-HUNG / WOOD EXTERIOR W/ STORM DR A ANDERSON TW1836 1'-10 1/8" x 3'-8 7%8" 4-ALL RAILINGS AND GUARD RAILS SHALL BE BETWEEN 36"AND 38"IN 2 HINGED 2'-2"x6'-8" PINE PRE-HUNG / WOOD B ANDERSON TW2436 2'-6 1/8" x 3'-8 7/3" HEIGHT,ALL HANDRAILS SHALL BE IN ACCORDANCE WITH R315.2,AND NO NEW INTERIOR PARTTTTONS: OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 3 SLIDER 6'-0"x6'-8" PINE PRE-HUNG EXTERIOR C ANDERSON TW2836 2'-9 5/8" x 3'-8 7/3" N 4"DIAMETER SPHERE UNLESS IT IS THE TRIANGULAR OPENING FORMED BY THE , KAAAA NEW 2x4 WD STUDS 016"OC WITH 1/2" RISER TREAD AND BOTTOM RAIL-WHERE ASPHERE 6"IN DIAMETER MAY NOT 4 HINGED 2'-6"x6'-8" PINE PRE-HUNG / WOOD D ANDERSON TW24210 2'-6 1/8" x 3'-0 7/13" 1 Issued For Permit 3/6/21 GWB ON EACH SIDE PASS THROUGH. Rev. Revision Description Date 5 HINGED - DOUBLE (2) 2'-6"x6'-8" PINE PRE-HUNG / WOOD E ANDERSON TW3046 .3'-2 1/8 x 4-8 7/8 5-ALL WINDOWS AND DOORS SHALL EITHER HAVE MANUALLY REMOVABLE NEW FOUNDATION WALL: STORM PANELS IN COMPLIANCE WITH ASTM E 1996&1886 AS MANDATED BY 6 POCKET 2'-6"x6'-8" PINE #1 PINE F ANDERSON CW13 2'-4 7/8" x 3'-0 1/2" Project Location: THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN NEW 12"PC FOUNDATION WALL TO BEAR ON 11OMPH WIND ZONES,CONTRACTOR TO PROVIDE NECESSARY DOCUMENTATION G ANDERSON 2-C12 2'-4 7/8" x 2'-0 5/B" 25335 Main Road ———— 24"(12"PC FOOTING ON COMPLIANCE TO THE BUILDING DEPARTMENT,FOR GARAGE DOORS PROVIDE TO BEAR ON UNDISTURBED SOIL WITH ACCORDION DOORS WITH TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. Orlent, NY 11957 ———— BITUMINOUS WATERPROOF COALING ON -OR- 1/2"th PLYWOOD STRUCTURAL PANFLS,SHALL BE PROVIDED FOR EACH EXTERIOR SIDE AND CONCRETE PARGE COAT ON WINDOW AND DOOR OPENING NOT EXCEEDING 8'-0"(IN THE SHORTEST NOTES: VISI3LE PORTION OF FOUNDATION WALL DIRECTION)THE PLYWOOD SHALL EXTEND A MIN OF 6"BEYOND THE ROUGH COORDINATE FINISH OF ALL DOORS WITH OWNER. SCTM# : 1000-18-3-13 OPENING SIZES OF THE WINDOWS IN EACH DIRECTION AND SHALL BE LABELED ALL NEW DOORS SHALL BE INSTALLED WITH STAIN GRADE CASINGS BOTH SIDES, FINISHED AS PER OWNERS DIRECTION. Drawing Title: WITH THE CORRESPONDING WINDOW LOCATION. THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCESSIBLE LOCATION,AND SHALL BE STYLE AND FINISH OF ALL DOOR HARDWARE SHALL BE COORDINATED WITH OWNER. NOTES: ACCOMPANIED BY ENOUGH 2-1/2"#8 WOOD SCREWS TO FASTEN EACH PANEL, FIBERGLASS DOOR SHALL BE STAINED AS PER MFR.'S SPECIFICATIONS. COORDINATE FINISH W/ OWNER. ALL WINDOWS SHALL INCLUDE INSECT SCREENS AND FACTORY EXTENSION JAMBS .(IF REQUIRED). SCREWS TO BE A MAXIMUM OF 12"oc AROUND PERIPHERY OF PANELS. WHEN ALL WINDOWS SHALL INCLUDE SOLID ANTIQUE BRASS ESTATE HARDWARE SASH HANDLE AND WINDOW FASTENING TO MASONRY WALLS,VIBRATION-RESISTANT ANCHORS SHALL BE USED(MIN 490lbs WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED FINISH N OTES LOCKS (VERIFY FINISH W/ OWNER) FLOOR PLANS HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE HOME ALL WINDOWS SHALL BE INSTALLED WITH STAIN GRADE CASINGS, EXTENSION JAMBS (WHERE REQUIRED), OWNER TO INSTALL,AS SPECIFIED,IN THE EVENT OF HIGH WINDS AND STOOLS; FINISH TO BE COORDINATED WITH OWNER. 1 - ALL NEW SECOND FLOOR SPACES EXCEPT FOR THE BATHROOM SHALL RECEIVE (1) LAYER OF 1/2" ALL WINDOWS SHALL HAVE WHITE VINYL CLADDING, W/ MATCHING SCREENS, AND CLEAR WOOD GYP. BD. WITH (1) COAT OF PRIMER AND (2) COATS MIN. OF INTERIOR LATEX PAINT BY SHERWIN INTERIORS. WILLIAMS OR APPROVED EQUAL. 2 - THE BATHROOM SHALL RECEIVE (1) LAYER OF 1/2" WATER RESISTANT GYP. BD. ON ALL WALL ALL W11d.DOWS SHALL INCLUDE FULL DIVIDED LIGHT GRILLES. COLOR TO BE WHITE ON EXTERIOR, AND SURFACES EXCEPT IN THE TUB/SHOWER AREA, WHICH SHALL RECEIVE (1) LAYER OF 1/2" DUROCK, CLEAR Wb0D ON INTERIOR. CEMENT BOARD. ALL WALL SURFACES SHALL THEN RECEIVE CERAMIC TILE; STYLE AND COLOR TO BE DETERMINED. JMN TA JMN 3 - ALL CEILING SURFACES SHALL RECEIVE (1) LAYER OF 1/2" GYP. BD. W/ (1) COAT OF PRIMER, Designed by Drawn by Checked by AND (2) COATS OF SHERWIN WILLIAMS INTERIOR LATEX PAINT, COLOR TO BE "CEILING WHITE". 4 - THE BATHROOM FLOOR SHALL RECEIVE THINSET PORCELAIN CERAMIC FLOOR TILE OVER (1) LAYER November 20, 2020 A20XO22 OF "HARDIBACKER" AND 3/4" CDX PLYWOOD SUBFLOOR. COORDINATE STYLE AND COLOR OF TILE, AND Date Project Number TYPE OF WALL BASE, WITH OWNER. 103m 00 3OF7 Sheet Number Drawing Number 10 1/8" 5 1/2" 4 5/8" 1'-2 11/16" * v KB318 -KB318 8318 r c -i s t r 0 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 P: (516) 655-5834 701 CLIENT: 13'-9" 3'-8 1/2" 9'-5 1/2" 3'-8 1/2" B314 Mr. & Mrs. Sel l is 1'--11 1/2" �1'-11 1 2 2 -9 2 -9 " 10 Fern Drive W 3'-11" I D Jericho, NY 11753 I B B B A OA N C E L I N G DEATIL CONSULTANTS: o _ C _ Q O O _T SCALE: 3" 1 '-0" EXER5IZE �, K - - - - - - - ROOM I 3'-9" 8'-5 1/2" 3'_99' I I N I 2" X 8" FJ 2" X 8" FJ ® 16" O.C. '016 0.C. O o O 3 `° h. O ` i SEAL PERIMETER OF ALL NEW WINDOWS ANDOil WINDOW AND GREAT ROOM DOORS WITH "GREAT STUFF - l ' I DOOR" MINIMAL EXPANDING FOAM AS PER C14 3 —8 I I I I I MANUFACTURERS SPECIFICATIONS. � N " o °O -- COFER N O 2 I I I CEILFNGED 4 0 o � O w 16'-0" - I " \ '� u7 � 2'-5" THIS DRAWING IS THE INTELLECTUAL PROPERTY OF 2 1 —11 1 ARCH STREET dpc NO INFORMATION CONTAINED C:) " HEREIN MAYBE USED OR DUPLICATED WITHOUT THE 4'-3 1/2" 9'-8 1/2" —0 i� ri PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY o RIGHT INFRINGEMENT WILL RESULT IN BOTH COMPENSATORY AND PUNITIVE DAMAGES IN I ' N 1 1/2 BEDROOM ADDITION TO CRIMINAL CHARGES FILED UNDER FEDERAL LAW. I BATH - - - - - - A A o0 SOFFIT O o F- - - - - - - - - - - - - I PLOT PLAN: NOI I I N TRAY CEILING T _ 5UNKE I I I ® x °' TUB I I I N I I I I ( r NB o o � - - - - - - - - - - - -� 1 1 in I 0 0 I LAUNDRY I 9'-0" r og �j CEILING FIT. OFFICE no N I DINING ROOM KITCHEN � \ I _ 0 O � I B 0 0 r NO NEW BEDROOMS CREATED 5'-5" A 4'-10" '2'-8" 3'-0" 2'-8" 4'-10" 5'-5" 10' 3" 8'-4" 1 '-3" 4'-10 1/2" SUNROOM — 28'-10" WALL LEGEND (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) NEW EXTERIOR WALL: EXTERIOR FINISH AS PER ELEVATION ON TYVEK BLDG.PAPER, OR 151-8. BUILD.PAPER OR EQUAL,ON \ Issued For Permit 3/6/21( 1/2 PLYWD.SHEATHING,ON 2x4 WD STUDS 16"OC W/R-15 BATT INSULATION WITH VAPOR LIVING ROOM Rev. Revision Description Date BARRIER AND 1/2"GWB ON INTERIOR SIDE OR (26 WD STUDS @ 16"OC WITH R-19 BATT / INSULATION) \� EXISTING SITTING ROOM Project Location: 25335 Main Road I " NEW INTERIOR PARTITIONS: I Shear wall be Orient, NY 11957 N NEW 20 WD STUDS @ 16"OC WITH 1/2" 1 J"plywood sheathing mounted vertically mounted directly to framing �- GWB ON EACH SIDE Min.Nail Penetration in Framing(inches) 1 SCTM# : 1000-18-3-13 Nail Size(Common or Galy.Box) 8d Drawing Title: Nail Spacing at Panel Edges(inches) 6" NEW FOUNDATION WALL NEW 12"PC FOUNDATION WALL TO BEAR ON PROVIDE 2x4 CAT'S IN ALL ———— 24"x12"PC FOOTING — — — — EXTERIOR STUD CAVITIES — ——— BITUMINOUS WATERPROOF COATING ON FLOOR PLANS EXTERIOR SIDE AND CONCRETE PARGE COAT ON VISIBLE PORTION OF FOUNDATION WALL HEADER SCHEDULE 3' - 4' (2) 2x 8 +4' - 6' (2) 2x 10 FIRST FLOOR PLAN SCALE: 1 /4" = 1 '-0" JMN TA JMN Designed by Drawn by Checked by November 20, 2020 A20XO22 Date Project Number 4OF7 104a 00 Sheet Number Drawing Number NEW ADDITION 51TUTHENE ICE-GUARD FLASHING 2'-0" MIN. @ ALL ROOF EDGES, NEW ASPHALT ROOF PROVIDE ROOF HIPS, VALLEYS * ROOF SHINGLE TYPE GAF (OR RIDGE VENT OPENINGS EQUAL) COLOR TO BE DETERMINED BY OWNER ----- --- OVER 15 LB FELT PAPER _.. _.. FASCIA TO MATCH ----- _ _ r ON 5/8" EX. GRADEEXISTING FRONT FACADE PLYWOOD (TYPICAL) ON MAIN RESIDENCE �- DECORATING RAIL a-- - - --- - _ __ _�_ 'AZEK' SIDING AND BALUSTRADES re h _S t e, e, 1550 DEER PARK AVE. _ DEER PARK, NEW YORK 11729 ELITE COPPER AWNING - -- -- -- -- - - ---- -5834 BP: 516 655 Y'CLASSIC COPPER' ""'-" _ OR EQUAL _ ,,- -.w:-r- r:. ___� _,_, _ A 1-1 __. D ___._,__ (Ex) CLIENT: 'AZEK' SIDING ----- -- -- ---�---- _ __. Ex-------- Mr. & Mrs. Sel l is _LLLLLLf10 Fern Drive W CEDAR SHAKE SIDING COLOR AND SIZING TO =M_771 IIIII fill Jill 1111 1 fill fill fill till HII I IIII I I I I I I I I I I I If I � � Jericho, NY 11753 MATCH EXISTING �- -r (EL_ x) EX 11 fit if III it III Y*,Tyft ® ® �. CONSULTANTS: Og O Ll L B OB A A (EX) (EX) (EX) (EX) (EX) (EX) (EX) e _ _ T III 111 11 If HII III ] fill ]e III I fill it fill PILASTER TO MATCH PAINTED WOOD RAKE BD MATCH EXITING PILASTER TO MATCH EXITING COLUMNS TRADITIONAL BRACKET ON PRIMARY RESIDENCE EXITING COLUMNS ON PRIMARY RESIDENCE ON PRIMARY RESIDENCE FRONT ELEVATION SCALE: 1/4" - 1 '-0" NEW ADDITION BITUTHENE ICE-GUARD 2'-0" MIN. @ ALL ROOF ` PROVIDE ROOF HIPS, VALLEYS $ ROOF RIDGE VENT OPENINGS mr NEW ASPHALT ROOF THIS DRAWING IS THE INTELLECTUAL PROPERTYOF SHINGLE TYPE GAF (OR _ ARCH STREET dpc NO INFORMATION CONTAINED EQUAL) COLOR TO BE HEREIN MAYBE USED OR DUPLICATED WITHOUT THE DETERMINED BY OWNS PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY PAPE �" ---- �-- _� OVER 15 LB FELT RIGHT INFRINGEMENT WILL RESULT IN BOTH ON . GRADE PLYWOOD (TYPICAL) COMPENSATORY AND PUNITIVE DAMAGES IN ADDITION TO CRIMINAL CHARGES FILED UNDER �"`"""-` ""`-"" "'"� _ ------�2— � ELITE COPPER AWNING FEDERAL LAW _ __� BY CLASSIC COPPER _ _ _ _.. ...... .I _. _,__,..__.._�-_-______._.�-�::,-�__ ___ _�....�,..� � 8 �8 OR EQUAL LEE] ---- PLOT PLAN: _A=f _LE SIDING fill If `� 3 __... . H! y ii H it 11 11 1 ? FT-1 II J ( X) EX X O =(D O =(D - R" a ' (F-�7 (EX) (�O (EX) A A � CEDAR SHAKE SIDING COLOR AND SIZING T � MATCH EXISTING I fill If IE � I I if If I if I I I I I I I It It I If 11 11 1 J 11 It I I i I I x f DOGGY DOOR PAINTED WOOD NEW ASPHALT ROOF WITH ACCESS RAMP TRADITIONAL BRACKET CONTRACTOR TO SHINGLE TYPE GAF (OR WOOD STEPS PROVIDE FLASHING PROVIDE ROOF EQUAL) COLORTO BE R BOA E L EI��Til�O N AROUND NEW WINDOWS RIDGE VENT DETERMINED 6Y OWNER OVER 15 L5 FELT PAPER (TYP) 12 ON 5/8" EX. (GRADE SCAI.�ALEI/4"1/4"1'=0�"-0" 3 PLYWOOD(TYPICAL) 12 NEW ASPHALT ROOF '" � - Issued FV00 I oPermit t3 SHINGLE TYPE GA6/21 F (oR - _1 17171 511Rev. Revision Description Date EQUAL) COLOR TO BE �� - DETERMINED BY OWNER OVER 15 LB FELT PAPER ( - ON 5/8" EX. GRADE - ___._ __ _ __ _ _ ._ - O Project Location: .- PLYWOOD (TYPICAL) ---- 25335 Main Road -------- _— _ fill Orient, NY 11957 fillSCTM# : 1000-18-3-13 � f ill I (�) (�) (�) DrawingTitle: f t T �( IT ®III I if ® ® b, A 0 0 [AL B O ELEVATIONS O (EX) JMN TA JMN Designed by Drawn by Checked by SIEDELEMAVANN November 20, 2020 A20XO22 Date Project Number SCAI�ALEI/4"1 "1'=0$_0" 5 OF 7 1051ff 00 Sheet Number Drawing Number V.T.ROOF PROVIDE ICE & WATER SHIELD FROM FASCIA & WITHIN 2' HORIZ. DISTANCE � M1 FROM THE INTERIOR SIDE OF THE EXT. .: WALL; TYP. FOR ALL NEW ROOFS TYPICAL ROOF CONSTRUCTION ,; CONTINUOUS RIDGE VENT 2 2"x12" CONT. RIDGE FIBERGLASS ROOF SHINGLES WITH CONT. RIDGE VENT_1 15 FELT (�7 2"x4" RIDGE SUPPORT # � �� `- � ' �p Y2" CDX PLYWD SHEATHING 11/2@© EVERY OTHER RAFTER TYP. 2"x12" ROOF RAFTERS @ 16" O.C. 1550 DEER PARK AVE. SIMPSON MODEL LSTA 2"x6" COLLAR TIES © 32" O.C. I 2BAT24" LONG RIDGE STRAP ., " FASCIA BOARD DEER PARK, NEW YORK 11729 SHOWER WC 1/ 11/2 0 (0� P666 SIMPSON H2A 5/8" CDX PLYWD SOFFIT P: 516) 655-5834 141 CQst FLOOR 0 (TOP PLATES TO STUD) PROVIDE SOFFIT VENTS TO CODE o ', CONNECTOR @ 16" O.C. 2%12" ROOF RIDGE CLIENT: EW 4"STACK • o (5) 10d x 1Y2" NAILS IN PLATE C I (5) 10d x 1Y2" NAILS IN STUD Mr. & Mrs. Sellls CELLAR ' TYPICAL CEILINGo 10 Fern Drive W HOUSETO R I •o; 2"X10" CEILING JOISTS © 16 " O.C. Jericho, NY 11753 HOUSE TRAP PLUMBING RISERCONSULTANTS: °� ��°• o PLATE HT. 2" MINIMUM SIDECOVER FOUNDATION TO POST 0 1 (:)�SC�ALE = NTS o0 N FIN. 2nd FL. PLATE H • - - N NEW FLOOR CONSTRUCTION TYPICAL EXTERIOR WALL 3/4" T & G PLYWD SUBFL CONSTRUCTION ONE STORY: •• •. 2 X 10 © 16" O.C. CEDAR SHAKE SIDING EXPOSURE TO (4) 8d COMMON NAILS EACH END OF ' • ON JOIST HANGERS MATCH EXISTING TYVEK HOUSE WRAP 1-1/4"x20 GA. STRAP AT EACH RAFTER i TYPICAL INTERIOR WALL 5/8" CDX PLYWD SHEATHING o TWO STORY: 8d COMMON NAILS EACH END OF NEW FLO CONSTRUCTION (2) 2"x4" TOP PLATE (2) 2" X 6" TOP PLATE (3) (3) 8d x20 MO STRAP AT EACH 3/4" T G PLYWD SUBFL "x 24" STUDS © 16" O.C. 2" X 6" STUDS @ 16" O.C. 2"X12" F © 16" O.C. 2"x4" BOTTOM PLATE \R-19 INSULATION B EA•M TO JOIST H2.5 R-30 IN CATION Y2" GYP BD (BOTH SIDES) •` p~ n ( 2" X 8" THIS DRAWING IS THE INTELLECTUAL PROPERTY OF SCALE NITS (INSTALL ON ALL JOISTS) -GIRDERS — — FIN. 1st FL. ARCH STREET dpc NO INFORMATION CONTAINED HEREIN MAYBE USED OR DUPLICATED WITHOUT THE GRADE I PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY NEW 3 J" DIA. RIGHT INFRINGEMENT WILL RESULT IN BOTH STL COL ON COMPENSATORY AND PUNITIVE DAMAGES IN / CRAWL PACE 24"x24"x12" TYPICAL- (2) 2x„ 6FOUND. CONST.WOLMANIZED SILL (a ADDITION TO CRIMINAL CHARGES FILED UNDER CONC. FOOTING I FEDERAL LAW. / - TERMITE SHIELD BED IN SEALANT - Y2"x12" LONG ANCHOR BOLTS / o 0 4" POURED CONCRETE SLAB 39" O.C. 8' FROM CORNERS & 45" O.C. PLOT PLAN: 6x6 w2.9/w2.9 w.w.m. - 8" POURED CONC. STEM WALL �0 COMPACTED FILL AS REO'D 4000 PSI @ 28 DAYS BCS2-316 I - 16"x8" DEEP P.C. FOOTING W/ 2"x4" KEYWAY & ROOF/ATTIC 6 BED OF STRUCTURALLY COMPACTED GRAVEL W/ (2) #5 REBARS CONT. 0 POSTTO BEAM 6 MIL. POLYETHYLENE VAPOR BARRIER • Roof extension. Open vent pipes that extend through a roof shall be terminated at least 6 12 inches (152 305 mm) above the SCALE = NTS roof or 6 inches (152 mm) above the anticipated snow accumulation, whichever is greater, except that where a roof is to be • used for any purpose other than weather protection, the vent extension shall be run at least 7 feet (2134 mm) above the roof. (1) SIMPSON STRONG TIE Frost Closure where the 97.5 percent value for outside design temperature is 0'f or less every vent extension through the roof • CONNECTOR H2.5A WITH (5) 8d or wall shall be a minimum of 3 inches in diameter any increase in the size of the vent shall be made inside the structure a FASTENED TO RAFTER AND (5) 8d minimum of 12 inches below the roof or inside wall • FASTENED TO TOP PLATES. USE TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES SAME CONNECTOR © GARAGE For SI: 1 inch = 25.4 mm. PLUMBING FIXTURE TRAP SIZE MINIMUM (inches) Bathtub (with or without shower head and/or whirlpool attachments) 1 1/2 Bidet 1 1/4 PROVIDE (2) 16d COMMON Clothes washer standpipe 2 Dishwasher (on separate trap) 1 1/2 NAILS @ 6" O.C. TO FASTEN (5) 8d COMMON NAILS @ EACH END NOTE: CONNECTIONS TO BE PROVIDED @ Floor drain 2 ENDWALL CORNER STUD TO OF 1-1/4" x 20ga STRAP AT EACH CORNER AND AT EACH FRAMING MEMBER. Kitchen sink (one or two traps, with or without dishwasher and food waste disposer) 1 1/2 SIDEWALL CORNER STUD HOLD STUD, FOR UPLIFT FORCES ONLY Laundry tub (one or more compartments) 1 1/2 DOWN ASSEMBLY AT GARAGE USE (4) 8d COMMON Lavatory 1 1/4 NAILS @ EACH END OF 1J"x20ga (5) 8d COMMON NAILS © EACH END Shower (based on the total flow rate through showerheads and bodysprays) STRAP AT EACH STUD, FOR UPLIFT OF 1-1/4"x2Ogo STRAP AT EACH Flow rate: 5.7 gpm and less 1 1/2 SIMPSOM STRONG TIE HDQ-8 FORCES ONLY STUD, FOR UPLIFT FORCES ONLY More than 5.7 gpm up to 12.3 gpm 2 SHEARWALL HOLD DOWN TO AT GARAGE USE (4) 8d COMMON More than 12.3 gpm up to 25.8 gpm 3 RESIST OVERTURNING FORCES. PROVIDE WITH (1) 5/8" FIRST FLOOR NAILS @EACH END OF 1-1/4"x20ga More than 25.8 gpm up to 55.6 gpm 4 THREADED ROD EMBEDDED INTO STRAP AT EACH STUD, FOR UPLIFT CONCRETE FOUNDATION 12", FORCES ONLY NOTCHING AND DRILLING DETAIL FOR WOOD FRAME MEMBERS MINIMUM. REFER TO (2) 10d COMMON NAILS ©EACH (RAFTER TO STUD) MANUFACTURER FOR COMPLETE END OF 1-1/4" x 20ga STRAP AT INSTALLATION REQUIREMENTS. SEE EACH STUD. ssue or Permit 3/6 21 2 STORY USE (2) 10d Rev. Revision Description Date AT 1 1 OVERTURNING CONNECTIONS / DIAGRAM, SHEET A8.2 FOR COMMON NAILS @ EACH END OF (4) 10d COMMON NAILS @ EACH END <1/4DEPTHOFJOIST LOCATIONS 1-1/4" x 20ga STRAP AT EACH OF 1-1/4 x2Oga STRAP AT EACH O 1/3 OF SPAN1/3 OF SPAN 1/3 OF SPAN Project Location: STUD. STUD, FOR UPLIFT FORCES ONLY. Z PROVIDE SIMPSON STRONG TIE NO NOTCHES OR AT 1 1/2 STORY (3) 10d COMMON U_ O HOLES PERMITTED <1/3DEPTHOFJOIST 25335 Main Road CNW COUPLER NUT. REFER TO ` NAILS C0? EACH END OF 1 1/4 x2Oga CD MANUFACTURER FOR COMPLETE STRAP AT EACH STUD, FOR UPLIFT Orient, NY 11957 INSTALLATION REQUIREMENTS. AT °° ° FOUNDATION FORCES ONLY. GARAGE NOT REQUIRED USE 5/8" °, °° ° 2"MIN ( I SCTM# : 1000-18-3-13 ANCHOR BOLT DIRECTLY ° ° 41 <1 4 DEPTH OF JOIST EMBEDDED INTO CONCRETE in (PLATE TO STUD) Drawing Title: FOUNDATION (2) 10d COMMON NAILS @ EACH END STUD MIN IN MIN OF 1 1/4"x20ga STRAP AT EACH I I <1/6 DEPTH OF JOIST SECTION °° °° STUD, FOR UPLIFT FORCES ONLY. _ PROVIDE A MIN OF 2 SEPARATION 3 SQUARE WASHER AT 1 1/2 STORY USE (2) 10d &5 BETWEEN HOLES AND NOTCHES FROM NOTCHES ARE NOT PERMITTED IN 1�5 EACHOTHER AND FROM THE ENDS OF THE SAME LOCATION AS HOLES DETAILS COMMON NAILS © EACH END OF <1/4 DEPTH OF STUD FLOOR JOIST 1-1/4"x2Oga STRAP AT EACH STUD, Z o MEMBERS 14 FOR UPLIFT FORCES ONLY <1/4 DEPTH OF JOIST RISER DIAGRAM NOTCHES ARE NOT PERMITTED IN 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN SIMPSON STRONG TIE LTP-4 CONNECTOR @ (STUD TO FLOOR) THE SAME LOCATION AS HOLES NO NOTCHES OR 36" O.C. TO RESIST UPLIFT AND LATERAL SIMPSON STRONG TIE LTP-4 5/8"MIN HOLES PERMITTED <1/3 DEPTH OF JOIST FORCES. REFER TO MANUFACTURER FOR CONNECTOR © 36" O.C. TO RESIST <2/5 DEPTH OF STUD COMPLETE INSTALLATION RE (I UPLIFT AND LATERAL FORCES. REFER 5/8"MIN TO MANUFACTURER FOR COMPLETE 5/8" ANCHOR BOLTS © 36" O.C. AND 1'-0" FROM INSTALLATION REQUIIREMENTS N "' <3/5 DEPTH OF STUD 2"MIN I I o EVERY WALL OPENING, CORNER AND SILL I I REFER TO FOUNDATION AND ANCHOR o (FOR DOUBLE STUDS ONLY � JMN TA JMN END I BOLT N Z PROVIDE A MIN OF 2"SEPARATION I I Designed by Drawn by Checked by DETAILS THIS SHEET BETWEEN HOLES AND NOTCHES FROM 2" 2" 2` o EACHOTHER AND FROM THE ENDS OF MIN I MINI I X1/3 DEPTH OF JOIST N� MEMBERS PROVIDE A MIN OF 2"SEPARA110Nv NOTCHES ARE NOT PERMITTED IN November 20, 2020 A20XO22 OAD PATH TO RESIST WIND LOADS UPLIFT & 0 VE R TU R N I N G TYPICAL GABLE WALL CONNECTIONS PATE BETWEEN HOLES AND NOTCHES FROM THE SAME LOCATION AS HOLESDate Project NumLEXTERIOR AND BEARING WALLS MEMBERS ER AND FROM THE ENDS OF RAFTER / CEILING JOIST SCALE: N.T.S. SCALE: N.T.S. THIS PROPERTY IS NOT LOCATED WITHIN ONE MILE OF THE COAST 6 OF 7 ®�. ®� Sheet Number Drawing Number TABLE 3.1 NAILING SCHEDULE TABLE 3.413 TABLE R301.7 TABLE R301.5 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION)) SHEAR WALLS RESISTING UPLIFT AND SHEAR - EXPOSURE B ALLOWABLE DEFLECTION OF STRUCTURAL MEBERS MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) (IN POUNDS PER SQUARE FOOT) NUMBER OF NUMBER OF (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING DWELLINGS (2015 EDITION)) ALLOWABLE STRUCTURAL MEMBER DEFLECTION USE LIVE LOAD ROOF FRAMING 700-YR. WIND SPEED 3-SECOND GUST (MPH) 110 115 120130140150160170180195 UNINHABITABLE ATTICS WITHOUT STORAGE 10 WOOD STRUCTURAL PANEL SHEAR TOP & BOTTOM OF a r e ^� t �* eet RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER WALL RQUIREMENTS PANEL NAILING RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 UNINHABITABLE ATTICS WITH LIMITED STORAtt 20 1 REQUIREMENTS WITH NO FINISHED CEILING ATTACHED TO RAFTERS (SEE TABLE 3.4A) (SEE TABLE 3.4A) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 NAIL MAXIMUM ROOF SPAN (FT) 1550 DEER PARK AVE. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-1 Od PER JOIST SHEATHING SHEAR WALL ROWS OF SPACING INTERIOR WALLS AND PARTITIONS H/180 BALCONIES (EXTERIOR) AND DECKS 40 DEER PARK, NEW YORK 11729 (SEE TABLE 3.4A) (SEE TABLE 3.4A) THICKNESS NAILING NAILS CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d 8-40d EACH LAP (IN) FLOORS L/360 FIRE ESCAPES 40 (SEE TABLE 3.9A) (SEE TABLE 3.9A) 7/16 OSB OR 8d COMMON 1 4 - - - - - - - - - - CEILINGS WITH BRITTLE FINISHES (INCLUDING L/360 GUARDRAILS AND HANDRAIL'S 200n P: (516) 655-5834 CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 8-16d 8-40d EACH LAP 15/32" NAILS © 4" 3 36 32 24 12 - - - - - _ PLASTER AND STUCCO) GUARDRAILS IN-FILL COMPONENTS 50n CLIENT: (SEE TABLE 3.9A) (SEE TABLE 3.9A) PLYWOOD WITH PANEL EDGE 6 36 32 24 12 - - - - - - CEILINGS WITH FLEXIBLE FINISHESINCLUDING PASSENGER VEHICLE GARAGES 50a SPECIES OF SPACING AND FINISHES (INCLUDING Mr. & Mrs. Seel$ COLLAR TIE TO RAFTER (FACE-NAILED) 4-10d 4-12d PER TIE PLIES HAVING 12" FIELD 5 4 36136 36 36 36 32 28 20 16 12 GYPSUM BOARD) ROOMS OTHER THAN SLEEPING ROOMS 40 (SEE TABLE 3,6) (SEE TABLE 3.6) 10 Fern Drive W Gz0.49 SPACING 3 36 36 36 36 36 36 36 36 32 24 ALL OTHER STRUCTURAL MEMBERS L/240 SLEEPING ROOMS 30 BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END Jericho, NY 11753 RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END 6 - - - - - - - - - - EXTERIOR WALLS - WIND LOADS WITH PLASTER STAIRS 40` 7/16" OSB OR 8d COMMON 1 4 36 32 24 12 - - - - _ _ OR STUCCO FINISH H/360 a.b,c,d,e.f,g,h: WALL FRAMING 15/32" NAILS @ 6" 3 36 36 36 36 28 20 16 12 - - EXTERIOR WALLS - WIND LOADS WITH OTHER FOR SUBNOTE, REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE, PAGE CONSULTANTS: PLYWOOD WITH PANEL EDGE H/240 49. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 2-16d PER FOOT SPECIES OF SPACING AND 6 36 36 36 36 28 20 16 12 - - BRITTLE FINISHES TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE PLIES " FIELD Gz0.49 HAVING 1SPAC NG 2 4 36 36 36 36 36 � 36 32 24 20 EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/1204 STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C. 3 36 36 36 36 36 36 36 36 36 32 FINISHES SECTION R301.2.2.1 WEIGHTS OF MATERIALS HEADER TO HEADER (FACE-NAILED) 16d 16d 16" o.c. ALONG EDGES 6 - - - - - - - - - - LINTELS SUPPORTING MASONRY VENEER WALIS L/600 (IN POUNDS PER SQUARE FOOT) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d 2-40d PER STUD 15/32" OSB 10d COMMON 1 4 36 32 24 12 - - - - - - NOTE: L = SPAN LENGTH, H = SPAN HEIGHT (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) (SEE TABLE 15A (SEE TABLE 3.5A) OR PLYWOOD NAILS @ 6" 3 36 36 36 36 28 20 16 12 - - WITH SPECIES PANEL EDGE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS AVERAGE DEAD LOADS SHALL NOT EXCEED 15PSF FOR COMBINED BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16? 2-16? PER FOOT OF PLIES SPACING AND 6 36 36 36 36 28 20 16 12 - - HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN ROOF AND CEILING ASSEMBLIES (ON A HORIZONTAL PROJECTION) ENDJOIST OR BLOCKING (FACE-NAILED) HAVING IESG�O12" FIELD AS 0.7 TIMES THE COMPONENT AND CLADING (ASD) LOADS OR 1OPSF FOR FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED SPACING 2 4 36 36 36 36 36 36 36 36 32 24 OBTAINED FROM TABLE R301.2(2). BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE FLOOR FRAMING 3 36 36 36 36 36 36 36 36 36 36 SHALL NOT EXCEED: b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST FOOT NOTE: LENGTH OF THE CANTILEVER. 1. EXTERIOR LIGHT-FRAME WOOD WALLS: 15 PSF 2. EXTERIOR LIGHT FRAME COLD-FORMED STEEL WALLS14 PSF -' BRIDGING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END .3INTERIOR LIGHT-FRAME WOOD WALLS: 10 PSF 1. SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS) FOR c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END PROPER DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, 4. INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS: 5 PSF �Y COMBINED SHEAR AND UPLIFT FROM WIND. NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE 5. 8 THICK MASONRY WALLS: 80 PSF BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK 2, WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0349 OR GREATER, TABULATED TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR 6. 6 ' THICK CONCRETE WALLS: 85 PSF = LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST MAXIMUM ROOF SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.09, BUT IN NO CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING 7. SIP WALLS: 10 PSF ; CASE SHALL THEY EXCEED A SPAN OF 36FT. EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST3. TABULATED VALUE FOR PLYWOOD ASSUME PLYWOOD WITH A SPECIES OF PLIES EXCEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE EXCEPTIONS: BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST HAVING A SPECIFIC GRAVITY OF 0349 OR GREATER. FOR PLYWOOD WITH OTHER ENTIRE LENGTH OF THE MEMBER, WHICHEVER IS MORE a. ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 PSF SHALL SPECIES, MULTIPLY THE TABULATED MAXIMUM ROOF SPANS BY 0390. STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, THE BE PERMITTED PROVIDED THAT THE WALL BRACING AMOUNTS IN PLATE AND BOTTOM PLATE BY 1-1/2" AND A SINGLE ROW OF FASTENERS SHALL BE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. SECTION R602.10.3 ARE INCREASED IN ACCORDANCE WITH THIS DRAWING IS THE INTELLECTUAL PROPERTY OF ROOF SHEATHING PLACED 3/4" FROM THE PANEL EDGE. TABLE R602.10.3(4). ARCH STREET dpc NO INFORMATION CONTAINED 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM b. LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL HEREIN MAYBE USED OR DUPLICATED WITHOUT THE WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD PLATE AND BOTTOM PLATE BY 1-1/2". ROWS OF FASTENERS SHALL BF 1/2" APART BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE BE PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY (SEE TABLE 3.10) WITH A MINIMUM EDGE DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT THE DEFLECTION OF H/180. SECTIONS R702.1 AND R703. RIGHT INFRINGEMENT WILL RESULT IN BOTH DIAGONAL BOARD SHEATHING SPECIFIED SPACING. c. FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN COMPENSATORYAND PUNITIVE DAMAGES IN e. REFER TO SECTION R703.8.2. ACCORDANCE WITH CNAPTERADDITION TO CRIMINAL CHARGES FILED UNDER 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT FEDERAL LAW. 1"x10" or WIDER 3-8d 3-10d PER SUPPORT WIND UPLIFT DESIGN REFERENCE - EXPOSURE B NAILING & STRAPPING AT EXTERIOR WINDOW/ CEILING SHEATHING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION DOOR HEADERS PLOT PLAN: MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL TYP. PROVIDE RAFTER TO "CRIPPLE" GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD EDITION)) CONNECTION H2A OR EQUAL OR FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION)) WALL SHEATHING -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION STRAP DETAIL © LEFT j -TABLE 3.2, 3.2A, 3.28 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD -SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION (SEE TABLE 3.10) -TABLE 3.2, 3.4A, 3.413 NAILING SCHEDULE 'B' TYP. PROVIDE RAFTER TO KING -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS ATTACHMENT WHEN ALIGNED OR STRUCTURAL FIBERBOARD PANELS -TABLE 3.4A, 3.4B 11 GA. GALV. -SECTION 3.2.4.1 HOLDDOWNS Notation RAFTERS AND KINGS TO PLATES -TABLE 3.17D ROOFING NAIL Rough A B C D 1/2' (0.120"x1-1/2"LONG - 3" EDGE / 6" FIELD -SECTION 3.2.6.4.1 HEADER AND/OR GIRDER TO STUD Opening x 7/16" HEAD) -TABLE 3.7 (HERDER / GIRDER); TABLE 3.8 (WINDOW S!I PLATE) 2'-0" (1) 2x4 1 1 1 TABLE TRA PING NAILING AS PER OF -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY 11 GA. GALV. -TABLE 3.4, 3.4A, 3.413 4'-O" (1) 2x4 2 2 2 C STRAP ROOFING NAIL -SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENT- / RIDGE STRAPS 2 '32 (0.120"x1-3/4"LONG - 3 EDGE / 6 FIELD -TABLE 3.6, 3.6A 6'-0" (2) 2x4 OR (1) 2x6 3 3 3 FOR NUMBER OF JACK STUDS REFER x 3/8" HEAD) 8'-0" (2) 2x4 OR (1) 2x6 3 4 4 TO FLOOR PLANS A GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 10'-0" (2) 2x6 4 5 5 g 6" EDGE / 12" FIELD 12'-O ( )" 2 2x6 5 6 6 HARDBOARD 8d 8d S PER (SEE TABLE 3.11) TABLE 3.413 PSHT. N-1 ING 1NATAEA. END OF Notations STRAP PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER A. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT D DIAGONAL BOARD SHEATHING APPLY TO DOORS) NOTE: 1"x6 or 1'x8" 2-8d 2-10d PER SUPPORT ROOF SHEATHING-4' PERIMETER: 71 B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF ALL STRAPPING TO BE 1-1/4" x 20 1"x10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS C�? 6" O.C. AT Mgt HEADER GAUGE STEEL OR 'SIMPSON' PANEL EDGES & 6" O.C. AT 110 400_, �F C. NUMBER OF 16D NAILS END-NAILED THROUGH EQUIVALENT CS20 (COILED STRAP) ADJACENT KING STUD TO END OF HEADER AT EACH FLOOR SHEATHING PANEM FD AIDE SUPPORTS IN FTF,p e<occ�FR SIDE WOOD STRUCTURAL PANELS ROOF SHEATHING-INTERIOR ZONE: 01.,, ctigN 8d COMMON NAILS © 6" O.C. AT 1" OR LESS 8d 10d 6" EDGE / 12" FIELD PANEL EDGES & 12" O.C. AT D. NUMBER OF 16D NAILS END-NAILED THROUGH GREATER THAN 1" 10d 16d 6" EDGE / 12" FIELD INTERMEDIATE SUPPORTS IN ADJACENT JACK STUDS TO END OF SILLS) AT EACH ' PANEL FIELD SIDE (DOES NOT APPLY TO DOORS) Issued For Permit 3+//l DIAGONAL BOARD SHEATHING 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT WALL SHEATHING-INTERIOR ZONE: NEW ROOF Rev. Revision Description Date 1"x`10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS © 6" O.C. AT DESIGN LOADS/CONNECIONS REQUIREMENT PANEL EDGES & 12" O.C. AT Project Location: FOOT NOTE: INTERMEDIATE SUPPORTS IN (* ALL IN LBS. PER CONNECTOR, U.O.N.) PANEL FIELD (DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL = 15 PSF) 25335 Main Road 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE WALL SHEATHING-4' EDGE ZONE: NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED ROOF ASSEMBLY TO WALL WALL ASSEMBLY TO WALL WALL ASSEMBLY TO FLOOR WALL ASSEMBLY TO Orient NY 11957 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL PANEL EDGES 8d COMMON NAILS " 6" O.C. AT ASSEMBLY ASSEMBLY ASSEMBLY S_ILLPLATE/FOUNDATION MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. INTERMEDIATE SUPPORTS IN THE NEW WALL (TABLE 3.4) (TABLE 3.4) (TABLE 3.4) (TABLE 3.2) SCTM# : 1000-18-3-13 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. PANEL FIELD, PER W 3.10 U L S U L S U L S U L S Drawing Title: WIND LOAD DESIGN CRITERIA AND CONSTRUCTION NOTES: ROOF SHEATHING-GABLE ENDWALL Q A 2 STORY RAKE: Riy�Fr RESIDENCE 126 65R 126 65R 126 65R Pd COMEDGES &NAILSMON 4' 0 " OAT AT FR ryA 192 119 46 - * 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, SECTION R301.2.1.1, AND FIGURE R301.2(4). � SEE NAILING SEE NAILING SEE NAILING 240R 2. ALL WIND LOAD DESIGN CRITERIA AND CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION INTERMEDIATE SUPPORTS A THE %g� CALLOUTS CALLOUTS CALLOUTS NOTES (AF&PA) WOOF FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) AND THE MINIMUM DESIGN LOADS FOR PANEL FIELD (SHEET A8.2) (SHEET A8.2) (SHEET A8.2) BUILDINGS AND OTHER STRUCTURES (ASCE 7). U = CONNECTOR UPLIFT LOAD (©16" O.C.) 3. IN REFERENCE TO THE ASCE STANDARDS (& WFCM): L = CONNECTOR LATERAL LOAD (@ 16" O.C.) • PER SECTION 6.5.4. WIND SPEED = 110 MPH S = CONNECTOR SHEAR LOAD (@16" O.C.) • PER SECTION 6.5.5. IMPORTANCE FACTOR I (PER BUILDING CATEGORY II) = 1.00. NOTE: R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND W/L FOR WIND PARALLEL TO • PER SECTION 6.5.6. EXPOSURE CATEGORY IS 'B'. 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.13A. THE RIDGE, WHERE W IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-0" ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM ENGINEERING DESIGN 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLES 3.12A * = REFER TO ALL DETAILS THIS SHEET LIMITATIONS, SECTION 3.1.3.1 FOR MEAN ROOF HEIGHT ALLOWANCE. 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE IN COMPLIANCE WITH WFCM TABLE 3.10 AND TABLE ** 5. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, 3.3A, 3.4 AND 3.7 OF THE 2015 EDITION OF WOOD FRAME CONSTRUCTION 3.11 RESPECTIVELY. = PER FOOTNOTE #4, TABLE 3.4, ALLOWABLE REDUCTION TAKEN FOR FULL WALL ABOVE MANUEL (WFCM). *** = PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE JMN TA JMN 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM, PRESCRIPTIVE DESIGN, CHAPTER 3. MINIMAL DUE TO OPEN WALL STRUCTURE. Designed b Drawn b Checked b • ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.2 & 3.3 xxx = I N FRAMING NOT WITHIN 8'-0" g y y Y • ALL WALL SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.3 3.4 SHEATHING DIAGRAM • ALL ROOF SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.4 AND 3.5 • ALL CONNECTIONS SHALL CONFORM TO WFCM SECTION 3.2 SCALE: N.T.S. November 20, 2020 A20XO22 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND FASTENERS/STRAPPING CONNECTIONS ARE FOR USE WITH DOUGLAS FIR LUMBER. 8. THE CONNECTION DETAILS PROVIDED ON THE ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS LOAD PATH CONNECTION AS PER THE Date Project Number LOAD VALVES AND NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE CONNECTORS. 7 OF 7 A107NOO Sheet Number Drawing Number mom, GENERAL NOTES: CONCRETE AND FOUNDATION WORK: GYPSUM WALLBOARD: ELECTRICAL: ail ALL WORK TO BE DONE IN ACCORDANCE WITH ALL REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT ELECTRICAL FIXTURES & COMPONENTS ARE TO BE LABELED m- APPLICABLE TOWN, LOCAL AND STATE CODES INCLUDING BUT APPLICABLE. SYSTEM. GYPSUM BOARD TO BE 1/2" ON WALLS AND IN ACCORDANCE WITH SECTION E3403. INTERRUPTING NOT LIMITED TO: CEILING UNLESS OTHERWISE INDICATED. FINISH JOINTS, RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH " h s t '' "� f- TATE2020 BUILDING CODE OF NEW YORK SALL FOUNDATIONS SHALL REST ON A SOIL WITH A BEARING J-BEADS, NAILS AND SCREW DIMPLES, CORNERS, AND EDGES SECTION E3404. FOR EQUIPMENT WORKING SPACE AND • 2020 PLUMBING CODE OF NEW YORK STATE CAPACITY OF 2000 PSF. FIELD VERIFY BY LICENSED SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT CLEARANCE SEE SECTION E3405. ELECTRICAL CONDUCTOR • 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE GEOTECH. ENGINEER. COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN COATS. MATERIAL, SIZE, INSULATION AND CONNECTIONS ARE TO 1550 DEER PARK AVE. • 2020 FUEL GAS CODE OF NEW YORK STATE FINAL COAT TO BE SANDED SMOOTH. METAL CORNER BEADS COMPLY WITH SECTIONS E3406 AND E3407. DEER PARK, NEW YORK 11729 • 2020 MECHANICAL CODE OF NEW YORK STATE ALL MINIMUM COMPRESSIVE STRENGTHS OF CONCRETE SHALL TO BE USED ON ALL CORNERS AND AROUND ALL OPENINGS. P: (516) 655-5834 • 2020 FIRE CODE OF NEW YORK STATE COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH CHAPTER • 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE WITH 2016 NEW YORK STATE SUPPLEMENT ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED WITH 36. THE RATING OF UNGROUNDED CONDUCTORS IS TO BE IN • 2020 EXISTING BUILDING CODE OF NEW YORK STATE 5/8" TYPE X FIRE CODE SHEETROCK. APPLY 1/2" TYPE X ACCORDANCE WITH SECTION E3602. SIZING OF CONDUCTORS CLIENT: ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE SHEETROCK ON HOUSE SIDE OF GARAGE WALLS PER THE IS TO BE IN ACCORDANCE WITH SECTION E3603. BRANCH STRENGTH CF 3000 PSI AFTER 28 DAYS, UNLESS OTHERWISE 2015 INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW CIRCUM' VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE Mr. & Mrs. Seel$ NOTED. ALL PORCHES, CARPORT SLABS AND STEPS EXPOSED YORK STATE SUPPLEMENT. SHOWER AND TUB ENCLOSURES TO COMPLY WITH CHAPTER 37 & 39. ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO TO WEATHER, AND GARAGE FLOOR SLABS SHALL BE AIR TO BE LINED WITH 1/2" "CEMENT BOARD". ALL OTHER 10 Fern Drive W DIMENSION IS TO BE SCALED. CONTRACTOR SHALL NOTIFY ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH BATHROOMS AND LAUNDRY ROOMS TO HAVE 1/2" WATER ELECTRICAL GROUNDING SYSTEM IS TO COMPLY WITH SECTION ARCHITECT PRIOR TO COMMENCEMENT OF WORK. OF 3500 PSI AFTER 28 DAYS. RESISTANT SHEETROCK. E3608. Jericho, NY 11753 NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED PIER FOOTINGS SHALL BE 1'-0" THICK, U.O.N. REQUIRED RECEPTACLE OUTLETS, GFI PROTECTIONS, LIGHTING AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF ALL WINDOWS AND DOORS: OUTLETS ARE TO COMPLY WITH CHAPTER 39. ENCLOSED WORK IN ACCORDANCE WITH ALL STATE AND OR LOCAL WALL FOOTINGS SHALL BE 10" THICK, U.O.N. ELECTRICAL WIRING IS TO COMPLY WITH TABLES E3904.6 (1) CONSULTANTS: CODES. THE DRAWINGS ARE INTENDED TO BE COMPLETE. WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED THROUGH (10). SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, PROVIDE ALL VENTS, SLEEVES AND BOX OUT OPENINGS FOR INDEPENDENT LABORATORY AND ARE TO BEAR A LABEL NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK MECHANICAL, ELECTRICAL AND PLUMBING TRADES. LOCATIONS IDENTIFYING MANUFACTURER, PERFORMANCE ELECTRICAL'DEVICES AND LIGHTING FIXTURES ARE TO HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO COMPLY WITH CHAPTER 40. CONTRACTOR TO NOTIFY THE ARCHITECT. SHALL BE P-ACED AS NOT TO AFFECT THE STRENGTH OF INDICATE COMPLIANCE WITH AAMA/WDMA/CSA THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE THE STRUCTURAL MEMBERS. VERIFY THE CONDITIONS OF THE 101/I.S.2/A440 (FOR EXTERIOR WINDOWS AND SLIDING ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO JOB PRIOR -0 INSTALLATION. DOORS), AAMA/WDMA/CSA 101/I.S.2/A440 OR AMD 100 STRUCTURAL COMPONENTS ARE TO COMPLY WITH SECTION ARCHITECT IN WRITING BEFORE PROCEEDING. (FOR EXTERIOR SIDE-HINGED DOORS). THIS IS IN E3402. NO CONCRETE OR MASONRY WORK SHALL BE DONE DURING ACCORDANCE WITH R609.3. THE WINDOW AND DOOR THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND TEMPERATURES OF 40 DEGREES F. AND FALLING. ANCHORAGE SYSTEM IS TO COMPLY WITH SECTION R609.7. METHODS OF CONSTRUCTION AND FOR SEQUENCES AND GLAZING IN THE SLIDING DOOR IS TO PASS THE TEST THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, NO FOOTING SHALL BE PLACED IN WATER OR DELETERIOUS EQUIPMENT, AND APPLIANCES, AND PERFORM ALL PROCEDURES TO BE USED. MATERIAL. REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS. THE CATEGORY I OR II IN ACCORDANCE WITH R308.3. GLAZING INSTALLATION SHALL BE IN ACCORDANCE WITH THE ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED PROVIDE TWO CONTINUOUS NO. 5 REINFORCING BARS AT THE PANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 NATIONAL ELECTRIC CODE, ALL REQUIREMENTS PER FOR A PERIOD OF ONE YEAR AFTER COMPLETION BY THE AND R308.1.1. BOTTOM OF FOOTINGS AS SHOWN IN SECTIONS. AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE ENSURING THIS GUARANTEE. ALL FOOTING REINFORCING TO HAVE STANDARD HOOKS AT ALL EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS INSULATION OF THE SPECIFIED WORK AND WORK REQUIRED *�`� SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 ENDS. BY OTHER CONTRACTORS. ALL ELECTRICAL EQUIPMENT SHALL 41 / x`41 ' C' C7 " ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SHOWN. SQUARE FEET, MINIMUM OPENING HEIGHT: 24 , MINIMUM BE U/L APPROVED. �' tcofrJ, .I O -•a ALL WORKMANSHIP SHALL BE FIRST CLASS. REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE OPENING WIDTH 20", AND A MAXIMUM SILL HEIGHT = 44" ( , LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND A.F.F., AS PER SECTION R310.1.1, R310.1.2, R310.1.3, THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF ANY DEFECTIVE WORK AND DAMAGE RESULTING THEREFROM, R310.1.4 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE I HOOKED AT NON-CONTINUOUS ENDS. RECEPTACLES, SWITCHES, SWITCH OPERATED RECEPTACLES SHALL BE REPAIRED AND/OR REPLACED AS REQUIRED AT NO WITH 2016 NEW YORK STATE SUPPLEMENT. AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING AND COST TO THE OWNER & AT THE EXPENSE OF THE ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE SAFETY GLAZING IS REQUIRED IN HAZARDOUS LOCATIONS AS SCOPE OF WORK 029 CONTRACTOR. PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR DESCRIBED IN THE 2015 INTERNATIONAL RESIDENTIAL CODE STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO WITH 2016 NEW YORK STATE SUPPLEMENT, SECTION R308.4. THE ELECTRICAL CONTRACTOR SHALL FURNISH A CERTIFICATE �° ` - ALL WORK IS TO BE LEVEL, PLUMB, AND TRUE. FURNISH SUPPORT FOR ALL BARS. PLYWOOD PROTECTION PANELS AS REQUIRED FOR OF INSPECTION ATTESTING THAT ALL ELECTRICAL WORK HAS THIS DRAWING IS THE INTELLEC AL PROPERTY OF ALL WORK SHALL BE EXECUTED IN SUCH A MANOR AS TO FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED PROTECTION OF WINDOWS FROM WIND BORNE DEBRIS, TO BE ELECTRIC CODE (LATEST EDITION)BEEN INSPECTED AND IS IN COMPLIANCE WITH THE NATIONAL ARCH STREET dpc NO INFORMATION CONTAINED "KEYS" . PROTECT THE SAFETY OF WORKMAN AND THE PUBLIC, DURING SHOWN IN DETAILS AND SECTIONS. PROVIDED WITH FASTENERS AND LABELS, AS PER THE 2015 HEREIN MAYBE USED OR DUPLICATED WITHOUT THE CONSTRUCTION. INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW YORK SMOKE ALARMS IPRIORWRITTEN CONSENT OFARCH STREET dpcCOPY THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE STATE SUPPLEMENT. RIGHTINFRINGEMENT WILL RESULT IN BOTH ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN COMPENSATORYAND PUNITIVE DAMAGES IN BE ERECTED IN ACCORDANCE WITH THE AUTHORITIES HAVING ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS. THE REQUIRED EXIT DOOR SHALL COMPLY WITH THE 2015 THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. ADDITION TO CRIMINAL CHARGES FILED UNDER JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE FRAMING AND ROUGH CARPENTRY: INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW YORK OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE FEDERAL LAW. ENTIRE CONSTRUCTION OPERATION. STATE SUPPLEMENT. VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY REFER TO STRUCTURAL ENGINEER'S DRAWINGS. OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED ATTICS AND NOT INCLUDING CRAWL SPACES AND PLOT PLAN: WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN STAIRS. HANDRAILS AND GUARDS: UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS IN THE NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITH ACCORDANCE WITH R502.1. MATERIALS FOR LOAD BEARING WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR THE REQUIREMENTS AND METHODS NEEDED FOR PROPER STUDS, PLATES AND HEADERS ARE TO BE IDENTIFIED IN ALL STAIR AND RAILINGS SHALL BE IN COMPLIANCE WITH BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM PERFORMANCE OF THE WORK NOTED ON THE PLANS. ACCORDANCE WITH R602.1. SECTION R311.5 OF THE RESIDENTIAL BUILDING OF NYS. INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL THE CONTRACTOR SHALL BOTH COORDINATE HIS ACTIVITIES STRUCTURAL MEMBERS ARE NOT TO BE CUT, BORED OR MINIMUM DEPTH FOR TREADS SHALL BE 9", WITH A MINIMUM IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. WITH THE OWNER AND ARCHITECT DURING CONSTRUCTION. NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN NOSING OF J", AND MAXIMUM NOSING OF 1 J". THE SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FIGURE R502.E. CUTS NOTCHES AND HOLES BORED IN GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST FEET (014 MM) HORIZONTALLY FROM THE DOOR OR OPENING CONTRACTOR IS RESPONSIBLE TO SPECIFY AND COORDINATE ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS BY MORE THAN ". OF A b�-\THROOM THAT CONTAINS A BATHTUB OR SHOWER INSTALLATION OF ALL MECHANICAL, ELECTRICAL AND THE EFFECTS OF SUCH PENETRATIONS ARE IN ACCORDANCE UNLESS 'HIS WOULD PREVENT PLACEMENT OF A SMOKE PLUMBING DEVICES PER CODE. REFERENCE GENERAL NOTES OF WITH R502.8,2. AND AS PER ENGINEERED WOOD PRODUCTSALARM REQUIRED BY SECTION CONFORMANCE HEREIN. MAXIMUM RISER HEIGHT SHALL 8 . THE GREATEST R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE MANUFACTURER RECOMMENDATIONS. STUD DRILLING AND RISER HEIGHT SHALL NOT EXCEEDD THEE SMALLEST BY MORE NOTCHING ARE ALSO TO COMPLY WITH R602.6. ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL THAN DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE PIPING PENETRATION THROUGH FIRE-RESISTANT RATED ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A SITE WORK: ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT BE LESSt WALLS OR FLOOR ASSEMBLIES ARE TO COMPLY WITH R317.3. � ,� MANNEP, MHAT THE ACTUATION OF ONE ALARM WILL ��n THAN 6 -8 MEASURED VERTICALLY FROM THE SLOPED ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING M,A9 ALL SITE WORK SHALL BE PER SOIL ENGINEER'S ALL FRAMING LUMBER SHALL BE K.D. DOUGLAS FIR no. 2 OR PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL RECOMMENDATIONS. CONTRACTOR TO COORDINATE ALL. BETTER WITH THE FOLLOWING MINIMUM VALUES; Fb=900 PSI, SURFACE OF THE LANDING OR PLATFORM. NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE 77 Fv 95 PSI, AND E=1,600,000 PSI. UNLESS NOTED OTHERWISE. INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF - STAKE OUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. TOP SURFACES OF ALL HANDRAILS AND RAILINGS SHALL NOT ONE ALARM. EXCEPTION: INTERCONNECTION OF SMOKE STAKING AND LAYOUT ARE TO ESTABLISH ALL LINES AND WHERE FLUS-I FRAMED METAL JOIST HANGERS SHALL BE BE LESS THAN 34" AND NOT MORE THAN 38" ABOVE THE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE BENCHMARKS. VERIFY ALL GIVEN DATA AND DRAWINGS. IN USED. UNLESS OTHERWISE SHOWN, PROVIDE METAL FLOOR OR TREAD LEVEL. ON STAIRS THE HEIGHT SHALL BE ALTERATIONS OR REPAIRS DO NOT RESULT IN REMOVAL OF CASE OF DISCREPANCY, RECEIVE CLARIFICATION FROM CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST MEASURED DIRECTLY ABOVE THE RISER FACE. A SPACE NO INTERIOR WALL OR CEILING FINISHES EXPOSING THE ARCHITECT PRIOR TO PROCEEDING. HANGERS AND POST CAPS. UNLESS OTHERWISE SHOWN, USE LESS THAN 1 4" SHALL BE BETWEEN THE WALL AND STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE OR EXCAVATE AND BACK FILL FOR WORK ON DRAWINGS. 3-2X10's OVER ALL BEARING OPENINGS 6'-0" OR MORE. HANDRAIL. ALL HANDRAIL GRIP SIZES SHALL COMPLY WITH BASEMENT AVAILABLE THAT COULD PROVIDE ACCESS FOR STOCKPILE ALL EXCAVATED MATERIAL. NEW AND EXISTING SECTION R311.5.6.3 OF THE 2015 IRC WITH 2016 NYS INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE SUPPLEMENT. FINISHES. BACK FILL MATERIAL AND TOPSOIL ARE TO BE FREE FOLLOWING MINIMUM VALUES; R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND WEEDS, TREE ROOTS, ROCKS AND DEBRIS. ALL SURPLUS S Fb=2950 PSI, FV=290 PSI, AND E=2,000,000 PSI. FOLLOW CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL MANUFACTUP,ES RECOMMENDATIONS FOR BEARING, BRACING, MECHANICAL: USED IN LIEU OF SMOKE ALARMS. SHALL BE REMOVED FROM THE SITE. AND FASTENING REQUIREMENTS. CONTRACTOR SHALL BE R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE PROTECT ALL TREES WITHIN EIGHT FEET OF THE BUILDING. RESPONSIBLE TO REVIEW ALL REQUIREMENTS AND APPLY IN HVAC IS TO COMPLY WITH SECTION N1103 (R403). THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE REVISED 3/7/22 FIELD. EQUIPMENT AND MATERIALS ARE TO BE IDENTIFIED IN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, REVISED PER owner 5/14/21 ACCORDANCE WITH N1101.3 (R101.5.1). HEATING AND WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE PROPER APPROVALS MUST BE OBTAINED BEFORE COVERING ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE COOLING EQUIPMENT SIZE IS TO BE DESIGNED IN POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND REVISED PER COMMENTS 4/13/21 ANY EXCAVATED WORK. PRESSURE TREATED. ACCORDANCE WITH M1401.3. DUCT SYSTEM FOR HVAC IS TO WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE BE FABRICATED IN ACCORDANCE WITH SECTION M1601. REQUIRED FOR OVERCURRENT PROTECTION Issued For Permit 3/6/21 BACKFILL IN 6" LIFTS.( ALL EXCAVATIONS SHALL BE CARRIED FRAMING TO BE ERECTED PLUMB, TRUE, AND LEVEL AND TO THICKNESS OF ALUMINUM AND GALVANIZED SHEET METAL 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE Rev. Revision Description Date INTO 18" OF UNDISTURBED SOIL.) BE FASTENED SECURELY. ARE TO BE IN ACCORDANCE WITH TABLE M1601.1.1. PROVIDED ON EACH STORY CONTAINING A SLEEPING AREA WITHIN 15 FEET OF THE DO NOT PROVIDE OVER BACK FILLING FOR 8" OR 10" ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH PLUMBING: SLEEPING AREA. MORE THAN ONE (Project Location: POURED CONCRETE FOUNDATION. CONTRACTOR SHALL VERIFY MATERIALS. CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE SITE SPECIFIC SOIL TYPES AND SOIL PRESSURES, AND ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH NECESSARY TO ASSURE THAT NO 25335 Main Road VERIFY ALLOWABLE FOUNDATION LOADING PRIOR TO FRAME OUT FOR HEATING, PLUMBING, AND ELECTRICAL AS A ROOF SHALL BE TERMINATED AT LEAST 6 12 INCHES (152 SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET BACKFILLING. ALL SHALL BE PER STATE CODE. REQUIRED. 305 MM) ABOVE THE ROOF OR 6 INCHES (152 MM) AWAY FROM A CARBON MONOXIDE Orient, NY 11957 ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER ALARM. STRUCTURAL STEEL: DOUBLE UP JOISTS AROUND ALL OPENINGS AND PARTITIONS IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED SCTM# : 1000-18-3-13 AND UNDER PARALLEL JOISTS. FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE 915.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 PROVIDED ON EACH STORY THAT REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS ALL NAILS, STRAPS, BOLTS, RODS, JOIST HANGERS, AND MM) ABOVE THE ROOF. CONTAINS A CARBON MONOXIDE SOURCE. Drawing Title: APPLICABLE.. OTHER FRAMING HARDWARE TO BE HOT DIPPED GALVANIZED. STRUCTURAL STEEL TO BE NEW STEEL CONFORMING TO ASTM ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH 915.2.3.1.2 BUILDINGS CONSTRUCTED PRIOR TO JANUARY 1, A-36 (CURRENT EDITION) AND THE REQUIREMENTS OF THE ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL A ROOF SHALL BE 2008. A CARBON MONOXIDE BE AS PER DETAILS INCLUDED IN THESE DOCUMENTS AND TERMINATED AT LEAST 6 12 INCHES (152 305 MM) ABOVE ALARM SHALL BE PROVIDED ON THE LOWEST STORY LATEST AISC CODE. THE 2015 IR'_ WITH 2016 NYS SUPPLEMENT. THE ROOF OR 6 INCHES (152 MM) CONTAINING A SLEEPING AREA, WITHIN 15 GENERAL NOTES PAINT STEEL WITH ONE COAT OF RUST INHIBITING PAINT AT ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER FEET OF THE SLEEPING AREA. MORE THAN ONE CARBON SUPPLIER PRIOR TO DELIVERY. APPLY TOUCHUP RUST ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED MONOXIDE ALARM SHALL BE PROVIDED INHIBITING PAINT AFTER ERECTION. COMPLIANCE WITH SECTION R905 OF THE 2015 IRC WITH FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON 2016 NYS SUPPLEMENT. VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 SUCH STORY IS MORE THAN 15 FEET MM) ABOVE THE ROOF. AWAY FROM A CARBON MONOXIDE ALARM. 915.2.5 POWER SOURCE. CARBON MONOXIDE ALARMS, CARBON MONOXIDE DETECTORS, AND THE ALARM CONTROL UNITS TO WHICH CARBON MONOXIDE DETECTORS ARE CONNECTED SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH A BATTERY BACKUP JMN TA JMN SYSTEM THAT AUTOMATICALLY PROVIDES POWER FROM ONE IDesigned by Drawn by Checked by OR MORE BATTERIES WHEN PRIMARY POWER IS INTERRUPTED. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN November 20, 2020 A20X022 THOSE REQUIRED FOR OVERCURRENT PROTECTION Date Project Number 1 OF 7 A101x00 Sheet Number Drawing Number relist reef, 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 P: (516) 655-5834 CLIENT: ON LAND N/F OF SOLUTION EAST LLC LAND N/F OF Mr. & Mrs. Sellls VACANT 150' GERASIMOS MENEGATOS N 6500910" E NO WELL OR 5ANITARY 5Y5TEM P� SANITARY & WELL 10 Fern Drive W 1S121.00' o 0' OVER 150' Jericho, NY 11753 s DEER FENCE \ ,c 6,9N :.to, SHED IS A DRY \\� MSN CONSULTANTS: 103;•.:':: BUILDING cc ZONING INFORMATION ELEV. O \\ CIO DIST: 100 SEC: 18 BLK: 3 LOT: 13 ZONED: R40 OL A BROWNNDY LOAM 1.2' ' ° rr1 z O AI 0 \\ M M REQUIRED EXISTING PROPOSED BRowN n i \ N C� LOT AREA: 0.75 ACRES 0.72 S.F (31,290) NO CHANGE SM GAMY SAND 1.5' I D \ 4 LOT COVERAGE: 20% FAR 3,206 OR 9.8% 4,446 OR 13.8% � 154 PALE ' ,, `\\ \.,BROIAN _ M _ TO EXISTING 1�tv` t-�r� a ,. _ f w MAXIMUM HEIGHT: 35' OR(2 1/2)STORIES 22'-4"(2)STORY NO CHANGE MEDIUM I z \ �'6-. LEECHING POOL � ' �� w 40'ADDITION SP SAND n FRONT YARD SETBACK PRIMARY: 40' 21"-9" �� sAr 1 �+ ^. n , t, SIDE YARD SETBACK 15' 51-1" 15'-10" I !\ '-�. 4F� /" i J�., SIDE YARD SETBACK TOTAL 35' 86'-5" 51'-2" GRAVEL 14.3' REAR YARD SETBACK: 50' 168'-5" 156'-5" \ I' l DRAINAGE CALCULATIONS:STRUCTURE SIZE 1240 SF x O. 17 = 2 10.8 CF READ. / I \\ � EXISTING RESIDENCE 1,792 / I "\ SHED Ste.DRY F�� ,�' ,,• POOL HOUSE 320 PROVIDE (1) 8' DIA x 5'0" DRYWELLS = 21 1 . 10 CF NO WATER lj <q I \\ BUILDIIVG � 6,0' POOL 800 _17' O�N , �\ front y�rd•.se;lad SHED 167 AUG.28,2019 / qti Al', THIS DRAWING IS THE INTELLLEC AL PROPERTY OF SHED 127 K.WOYCHUK LS Mlcy i - - rM w:::d;: ARCH STREET dpc NO INFORMATION CONTAINED PROPOSED ADDITION 1,220 :. io,3HEREIN MAYBE USED OR DUPLICATED WITHOUT THE / \ �M \\ \ LAND N/F OF PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY LP 92' O rM \ JOAN BERGLUND RIGHT INFRINGEMENT WILL RESULT IN BOTH \ COMPENSATORYAND PUNITIVE DAMAGES IN TO EXISTING \\ �M \ ADDITION TO CRIMINAL CHARGES FILED UNDER LEECHING POOL \ X o EXISTING 1 FEDERAL LAW. BASED ON SURVEY BY: / I \ GRAVEL/ FIRE PIT M 1 4 KENNETH WOYCHUK LANDI '-o lie° O O �� 1 � SURVEYING PLLC / 00 PLOT PLAN: DATED: 15 OCTOBER, 2019 I 1 �M 1 PROPOSED 1 \ DRYWELL t (D00 z / -(O a n e �IC,P ,c�g v•-'�--„-- r-' I 5' \ `�O 1 3„ M v 20 _0 �N TO EXI5ING WELL N \ � \ PROPOSED w 123 ro COVERED 12,3' 6 \ \\ cn PATIO �!p I 2 STORY roro M \ \ ADDITION 24.0' ro / \ 1 .3' \ �� TEST HOL LOCATION 1 FRAME 1 1 5' #25335 STOOP front y and 5e ick --- \\ \ TO EXISTING WELL / I \ 14,0' FFL 25,7 w Ilpj�yq� I I _1" P \ o q WOOD I O = I STOOP 1 I EX TIN N 4' BRICK WALK IolA� HEDG ' HEDGE I • S X --VA 5.00'10" WI ,y 4' CONC, L.� / I -- 65.00' REVISED 3/7/22 HALT I REVISED PER owner 5/14/21 � \\\` EGDE OF PAVEMENT _ N 1 \ 40 _____-- -_---- c'- U? REVISED PER COMMENTS 4/13/21 Issued For Permit 3/6/21 O 1 � O� W 4 I Rev. Revision Description Date \ v� MAIN ROAD/ - z LP \ m Project Location: \ o / 25335 Main Road \ Orient, NY 11957 SITE PLAN / / �,� SCTM# : 1000-18-3-13 \ SCALE: 1" = 30'-0" Drawing Title: / PLOT PLAN JMIN TA JMN Designed by Drawn by Checked by November 20, 2020 A20XO22 Date Project Number 2 OF 7 102a Q® Sheet Number Drawing Number 30'-8" 10 op 13'-9" arc � x � > dI 1550 DEER PARK AVE. > > DEER PARK, NEW YORK 11729 P: (516) 655-5834 2" X 12" RR 0 8"H X 1'-4"VV CRAWL J CLIENT: x J SPACE VENTS (CSV) @ 16" O.0 2" X 12" RR x6TYP. xMr. & Mrs. Sellis @ 16" 5'-6 10 Fern Drive W X ATTIC 04 N Jericho, NY 11753 x < 0 2" X 8" FJ 2" 8" FJ C14 A 12 _3" Olt 16'-/ 6'-7 1/2 6'-,3" 7'-6" A LA 7'-5 1/2" x CONSULTANTS: 04 2x6 LEDGER BOARD ATTIC ACCESS BOLTED TO HOUSE 2x6 LEDGER BOARDBOLTED TO HOUSE @ 10 STAGGERED @ 16"STAGGERED 2" X 12" RR 2" X 12" RR Y • - @ 16" O.C. 16" O.C. O G G L4 IF < L) 1101 11 I I 0 X. 5/8- 0 ANCHOR 3OLT @ 23- O.C. - II CD IN 1 HOLD 6" - 12" OFF EACH END 0 x I IOF EACH SILL Ft JE. I Cq CG1 0 MIN. EMBEDMENr F" INTO CONCRETE NEW CRWNL SPACE n_ I I L x '0 x 0 0 F 0 x I < L - - - - - - - - - - - - - - - - N_J In C-4 tt Q1 N C, @ x G 00, .1 2" X 12" BONUS 00 N ROOM LU CEILING HT. p 0 C" PROVIDE ICE WATER SHIELD FROM I I 0 iff 0 0 FASCIA $ WITHIN 2' HORIZ. DISTANCE G CN ^0) FROM THE INTERIOR SIDE Of THE EXT. 4" POURED CONCRETE 3LAB 6x6 WALL; TYP. FOR ALL NEW ROOFSw2HIS DRAWING IS THE INTELLECTPROPERTY OF @x 0 .9/w2.9 w.w.m. COCOMPNCTED FILL AS REQ'D 6" BED OF SUCTURALLY 2" X 8" F ARCH STREET dpc NO INFORMATION CONTAINED " 0 8 TR _(2) 2" X 12" T COMPACTED GRAVEL @ 16" O.0 HEREIN MAYBE USED OR DUPLICATED WITHOUT THE X 1 ^0) ' -"'7 ' — ' 7� PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY 0 • A RIGHT INFRINGEMENT WILL RESULT IN BOTH x CO COMPENSATORY AND PUNITIVE DAMAGES IN 2" X 12" RR 2" X 12" RRrnN 0 2" X 10" ADDITION TO CRIMINAL CHARGES FILED UNDER 6 ;u FEDERAL LAW. 0 1% X 04 PLOT PLAN: 2" X 8" FJ X 8" FJ 0) x x @ 16" O.C. 16" O.C. 1< 0 C14 24" X 12' R R 2" X 1/2" RRx @ @ 16 0. 6 16" 0. @ 17-07- 'N I L -TI - 9'-6 112" 91-g" 28'-10" HOLD DOWN 28'-10" 0 5'-0" SIMPSON PHD (TYPICAL 12" PC FOUNDATION WALL/24"x12" AT ALL CORNERS) FOOTING W./(2) #5 TOP & BOTTOM PROVIDE J" DIA. A.B. @ 32" O.C. & @ CORNERS PROVIDE 3" X 3" X 8" THICK SQUARE WASHER & NUT @ SECOND FLOOR PLAN EVERY A.B. SCALE: 1/4" = 1'-0" 1- ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL,MINIMUM DP RATINGS WINDOW SCHEDULE--- WALL (CABLE SRDRRBLOOTYPESTSHEDAR 1.D. MANUFACTURER MODEL # ROUGH OPENING REMARKS (USE ONLY WALLS THATARE APPTODPROJECT) 2- ALL EXTERIOR WALLS ARE CONSTRUCTED AS WALLS(5/8' PLYWD SHEATHING, W/8D COMMON NAILS @6'oc EDGE AND 12"oc FIELD AS A ANDERSON TW1846 NEW EXTEROR WALL: SPECIFIED IN SECTION 3.4.4.2.IN THE AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL,THEREFORE ALL B ANDERSON TW2456 EXTERIOR FINISH AS PER CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALLS AND ARE IN REVISED 3/7/22 ELEVATION ON TYVEK BLDG. PAPER, EXCESS OF THAT REQUIRED BY THE CODE. ALL REQUIRED SHEARWALL C ANDERSON TW2452 REVISED PER owner 5/14/21 OR 15LB.BJILD.PAPER OR EQUAL, ON SEGMENTS SHALL BE A MINIMUM OF 28 WIDE FOR 8'-0"HIGH WALLS, 31"FOR 1/2 PLYWD.SHEATHING,ON 20 WD STUDS 0 9'-0'HIGH, 35"FOR 10'-0"HIGH,AND 38"FOR 11'-0"HIGH EXTERIOR WALLS DOOR SCHEDULE D ANDERSON TW21046 REVISED PER COMMENTS 4/1_3/_21 16"OC W/R-15 BATT INSULATION WITH VAPOR AS PER THE REQUIRED ASPECT RATION OF SHEARWALL SEGMENTS. Issued For Permit 3/6/21 BARRIER AND 1/2'GWB ON INTERIOR SIDE OR 3-ALL UPLIFT CONNECTORS AND NAILING SHALL BE IN ACCORDANCE WITH NO. TYPE UNIT DIMENSION MATERIAL FRAME REMARKS E ANDERSON TW21052 Rev. Revision Description Date (26 WD STUDS @ 16"OC WITH R-19 BATT SHEET N-2,ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL STUD FROM F ANDERSON TW2632 INSULATION) FOUNDATION TO RIDGE 1 HINGED 3'-0"x 6'-8" TBD PRE-HUNG WOOD EXTERIOR W/ STORM DR G ANDERSON TW18210 Project Location: 4-ALL RAILINGS AND GUARD RAILS SHALL BE BETWEEN 36'AND 38"IN ' " ' " HEIGHT,ALL HANDRAILS SHALL BE IN ACCORDANCE WITH R315.2, AND NO 2 HINGED 2 -2x6 -8PINE PRE-HUNG WOOD I H ANDERSON TW2032 25335 Main Road NEW INTERIOR PARTITIONS: OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 3 SLIDER 5'-0"x6'-1 1 PINE PRE-HUNG EXTERIOR -J C-4 4"DIAMETER SPHERE, UNLESS IT IS THE TRIANGULAR OPENING FORMED BY THE KXXXXXXX NEW 2x4 WD STUDS 016"OC WITH 1/2" RISER TREAD AND BOTTOM RAIL- WHERE A SPHERE 6'IN DIAMETER MAY NOT 4 HINGED 2'-6"x6'-8" PINE PRE-HUNG WOOD I ANDERSON TW24210 Orient, NY 11957 GWB ON EACH SIDE PASS THROUGH. 5 HINGED - DOUBLE (2) 2'-6"x6'-8" PINE PRE-HUNG WOOD i ANDERSON TW34210 SCTM# : 1000-18-3-13 5-ALL WINDOWS AND DOORS SHALL EITHER HAVE MANUALLY REMOVABLE NEW FOUNDATION WALL: STORM PANELS IN COMPLIANCE WITH ASTM E 1996&1886 AS MANDATED BY 6 POCKET 2'-6"x6'-8" PINE #1 PINE NOTES: Drawing Title: THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN ALL WINDOWS SHALL INCLUDE INSECT SCREENS AND FACTORY EXTENSION JAMBS (IF REQUIRED). NEW 12"PC FOUNDATION WALL TO BEAR ON 11 OMPH WIND ZONES, CONTRACTOR TO PROVIDE NECESSARY DOCUMENTATION 24"x12"PC FOOTING ON COMPLIANCE TO THE BUILDING DEPARTMENT,FOR GARAGE DOORS PROVIDE ALL WINDOWS SHALL INCLUDE SOLID ANTIQUE BRASS ESTATE HARDWARE SASH HANDLE AND WINDOW TO BEAR ON UNDISTURBED SOIL WITH ACCORDION DOORS WITH TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. LOCKS (VERIFY FINISH W/ OWNER) BITUMINOUS WATERPROOF COATING ON -OR- 1/2"th PLYWOOD STRUCTURAL PANELS,SHALL BE PROVIDED FOR EACH EXTERIOR SIDE AND CONCRETE PARGE COAT ON WINDOW AND DOOR OPENING NOT EXCEEDING 8'-0"(IN THE SHORTEST NOTES: ALL WINDOWS SHALL BE INSTALLED WITH STAIN GRADE CASINGS, EXTENSION JAMBS (WHERE REQUIRED), VISIBLE PORTION OF FOUNDATION WALL DIRECTION)THE PLYWOOD SHALL EXTEND A MIN OF 6'BEYOND THE ROUGH COORDINATE FINISH OF ALL DOORS WITH OWNER. AND STOOLS; FINISH TO BE COORDINATED WITH OWNER. FLOOR PLANS OPENING SIZES OF THE WINDOWS IN EACH DIRECTION AND SHALL BE LABELED ALL NEW DOORS SHALL BE INSTALLED WITH STAIN GRADE CASINGS BOTH SIDES, FINISHED AS PER OWNERS DIRECTION. WITH THE CORRESPONDING WINDOW LOCATION. THE PLYWOOD SHALL BE ALL WINDOWS SHALL HAVE WHITE VINYL CLADDING, W/ MATCHING SCREENS, AND CLEAR WOOD STACKED TOGETHER IN AN ACCESSIBLE LOCATION,AND SHALL BE STYLE AND FINISH OF ALL DOOR HARDWARE SHALL BE COORDINATED WITH OWNER. INTERIORS. ACCOMPANIED BY ENOUGH 2-1/2'#8 WOOD SCREWS TO FASTEN EACH PANEL, FIBERGLASS DOOR SHALL BE STAINED AS PER MFR.'S SPECIFICATIONS. COORDINATE FINISH W/ OWNER. SCREWS TO BE A MAXIMUM OF 12"oc AROUND PERIPHERY OF PANELS. MEN ALL WINDOWS SHALL INCLUDE FULL DIVIDED LIGHT GRILLES. COLOR TO BE WHITE ON EXTERIOR, AND FASTENING TO MASONRY WALLS, VIBRATION-RESISTANT ANCHORS SHALL BE CLEAR WOOD ON INTERIOR. USED(MIN 490lbs WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE HOME OWNER TO INSTALL, AS SPECIFIED,IN THE EVENT OF HIGH WINDS JMN TA JMN Designed by Drawn by Checked by November 20, 2020 A20XO22 Date Project Number 3 OF 7 A 103a 00_ Sheet Number Drawing Number 10 1/8" 1'-2 11/16" 5 1/2" 4 5/8" KB318 —KB318 KB318 a rchs t r e e 00 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 0) P: (516) 655-5834 EDGE OF POOL CLIENT: 7 00 N 6314 Mr. & Mrs. Sellis BAY WINDOW BOX 10 Fern Drive W 8 1/2" 9'-5 1/2" 3'-8 1/2" 00 Jericho, NY 11753 0 1 1 1/2" —9 2'—911'-11 1/2" (D 2' > C E S NG DCONSULTANTS: B OB B f 0 0 .1 SCALE: 3" = 1 '-0" cl� Ln J, - - - - - - - 1,3'-3" -- - - - - - - 't 00 EXER511ZE 1 (0 1 , 3 _9" 8'-5 1/2" -C-4 ROOM 1 7? 71* 3 _9" SEAL PERIMETER OF ALL NEW WINDOWS AND _04 2" X 8" FJ DOORS WITH "GREAT STUFF - WINDOW AND % 2" X 8" FJ I I @ 16" O.C. 0 DOOR" MINIMAL EXPANDING FOAM AS PER @ 16- O.C. MANUFACTURERS SPECIFICATIONS. GREAT ROOM 00 3'-8" 2"[`X 6" Di @ 16" O.C. C14 'i 11-1/2 0 0) I @ 2" X 6" DJ 00 16" O.C. II I COFFERED CEILING 2 THIS DRAWING IS THE INTELLE61TUAL PROPERTY OF ARCH STREET d NO INFORMATION CONTAINED 0 2'-5" HEREIN MAYBE USED OR DUPLICATED WITHOUT THE PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY N V- RIGHT INFRINGEMENT WILL RESULT IN BOTH 41 16'-0" COMPENSATORY AND PUNITIVE DAMAGES IN 0 e ADDITION TO CRIMINAL CHARGES FILED UNDER 9'-8 1/2" in I) FEDERAL LAW. 0 e_ Ln BEDROOM PLOT PLAN: - - - - - — — 00 BATH — — SOFFIT— — L — -- O SOFFIT r-- — — — — — — — — — — — — SUNKEN T TUB 2" X 8"FJ I I i TRAY CEILING i I I -C4 O ® 16 O.C. 2" X 8"FJ Ln LAUNDRY OdL 9'-0" 00 OFFICE KITCHEN '-F CEILING HT. DINING ROOM (0 n NO NEW BEDROOMS CREATED ' " 5 -5 4 -10 /2 —8 3'-0 2'-8" 4'-10 5'—5" 10 3 8'-4" 0 4'-10 1/2" 5UNROOM 'A A //1 28'-10" BAY WINDOW BOX REVISED 3/7/22 REVISED PER owner 5/14/21 IREVISED PER COMMENTS 4/13/21 (issued For Permit 3/6/21 Rev. Revision Description Date LIVING ROOM Project Location: 25335 Main Road EXISTING SITTING ROOM Orient, NY 11957 Shear wall be SCTM# : 1000-18-3-13 I"plywood sheathing mounted vertically mounted directly to framing Drawing Title: Min. Nail Penetration in Framing(inches) 1 J Nail Size(Common or GaIv.Box) 8d Nail Spacing at Panel Edges(inches) 6" PROVIDE 20 CAT'S IN ALL FLOOR PLANS EXTERIOR STUD CAVITIES HEADER SCHEDULE 3' — 41 (2) 2x 8 +4' — 6' (2) 2x 10 R RST FLOOR PLAN JMN TA JMN SCALE: 1/4)) = 1 )_011 Designed by Drawn by Checked by November 20, 2020 A20XO22 Date Project Number 40177 A 104m 00 Sheet Number Drawing Number NEW ASPHALT ROOF PROVIDE ROOF SHINGLE TYPE GAF (OR RIDGE VENT EQUAL) COLOR TO BE IL DETERMINED BY OWNER . .... .... . ................. ......... OVER 15 LB FELT PAPER 131TUTHENE ICE-GUARD —----- 7 L FLASHING 2'-0" MIN. @ .......... --------_-_ PLYWOODTPICAL) A LL ROOF EDGES, HIPS, FASCIA TO MATCH VALLEYS * ROOF EXISTING FRONT FA CADE I ------ —------- ------ --------- -_ .................. OPENINGS . ...... Cli s I r e e ON MAIN RESIDENCE .-il J- ------------------- 'AZEK! SIDING 1550 DEER PARK AVE. L L_.—t.- -----_-----_ 655-5834 DY'CLA551C COCOPPER'ELITE COFFER AWNING OR EQUAL --------- ............ —-------- CLIENT: z z (EX) ---------- ---------- -------------- -------------- Mr. & Mrs. Sellis 'AZEK! SIDING --------------=--�-- _.:........... _-------- 10 Fern Drive W -------- -_-----_---__ CEDAR SHAKE SIDING ............ ................ Jericho, NY 11753 I T`T"-1_'I!1T_T_1'1`T T 1, 1 -1 T_ T'T-J- F I COLOR AND SIZING TO — I , I I I MATCH EXISTING (EX) 11—L i�-i-r�-y—,i-,- I I (EX) CONSULTANTS: 7 T I I'lil L T 1, T ij_ I I "L-,i. I I L T_ I. .11.1 LJ-1- I W-1 ij-1 �1. L ® -4, ® r 1_.1_�. C _I I ) I_:.i I l r I I_I 1 T.W,i 1-T IT], (EX) L (EX) (EX) 1T I I (EX)(EX) (EX) 7 LI I ITi L PA M-L I -ILf- U 41V JLIL I I I -Y J I L U� YT �Lh"I _t F, _U T I TI FT I.I. "f F I 1 !1 1 1 T-TT T-7 1. 11 Ir I L L .1 1J A _T T' PILASTER TO MATCH L PAINTED WOOD RAKE 13D MATCH EXITING PILASTER TO MATCH EXITING COLUMNS TRADITIONAL BRACKET ON PRIMARY RESIDENCE EXITING COLUMNS ON PRIMARY RESIDENCE ON PRIMARY RESIDENCE FRONT ELEVATION A ,i _ , -071 SCALE: 1/4" 1 151TUTHENE ICE-GUARD FLASHING 2'-0" MIN. @ ---7-r PROVIDE ROOF ALL ROOF EDGES, RIDGE VENT HIPS, VALLEYS * ROOF rf OPENINGS THIS,DRAWING IS THE INTELLEI&AL PROPERTY OF -------- ------- ASPHALT ROOF ARCH STREET dpc NO INFORMATION CONTAINED ------ HEREIN MAYBE USED OR DUPLICATED WITHOUT THE SHINGLE TYPE GAF (OR PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY ---—----_--------- I F EQUAL) COLOR TO BE 7- DETERMINED BY OWNER RIGHT INFRINGEMENT WILL RESULTINBOTH ---------- -T-L COMPENSATORY AND PUNITIVE DAMAGES IN OVER 15 Lb FELT PAPER T :T1HT ON 5/8" EX. GRADE ADDITION TO CRIMINAL CHARGES FILED UNDER PLYWOOD (TYPICAL) FEDERAL LAW -777 ELITE COPPER AWNING ........... if I I I BY CLASSIC COPPER PLOT PLAN: OR EQUAL -------------------- --- ---------- ------- ............... —----- 'AZEK! SIDING ift------------- I -T I -T-I 1 F T I; _T I'Ll -1 ET_WTr. =(Ex) t 1, jo- FIT—Y L r IrT, F= I t I I I L hyr-, -Ex) L CEDAR SHAKE 51DING (EX) (EX) (EX) (EX) f-I COLOR AND SIZING TO LJ It. i, I L a-.1._ 4_11-t LSI.L� L 1 110"1it i I t ill i lit fill I ! I -F ;H110-1 I `ror]-1 -1 Ill HIM Ill 1111i I —t J...LLLL l 1 I I I I I H I I I I NEW ASPHALT ROOF L DOGGY DOOR SHINGLE TYPE GAF (OK WITH ACCESS RAMP CONTRACTOR TO EQUAL) COLOR TO BE PROVIDE FLASHING PROVIDE ROOF DETERMINED BY OWNER AROUND NEW WINDOWS RIDGE VENT OVER 15 L13 FELT PAPER REAR ELEVATION ON 5/8" EX. GRADE (TYP) 12 PLYWOOD (TYPICAL) REVISED 3/7/22 I I I fill SCALE: 1/4 = 1'-0" T_L T f__r_1_r L T REVISED PE�R owner 5/14/21 -L-11-1-1-T-1- 1. 12 T 7, REVISED PER COMMENTS 4/13/21 'T. i 4IFY In NEW ASPHALT ROOF 1 T17-L-F1-rLrJ 1-4 Issued For Permit 3/6/21 _17'7_f�� SHINGLE TYPE GAF (OR 1 T 7N Rev. Revision Description Date EQUAL) COLOR TO 13E T1 I _T----------- DETERMINED BY OWNER 44-1-1'r OVER 15 LE, FELT PAPER F-1-41 Project Location: ON 5/8" EX. GRADE W 5335 Main Road PLYWOOD (TYPICAL) Orient, NY 11957 I T SCTM# : 1000-18-3-13 I I I i I I I I I it I i I I I I H 1 If I I 1 11 1T ) ) -I Drawing Title: EXEX -7 0 ]T] I I L IF-I 1 _T I-T-T Lt I I I I I. L, J I I F ffl-f"r-i -ri i` I! J J __1 . ., - ELEVATIONS ;I ]IFL I J.1 L I L '-I L fit FLI`L�l _J L I I J I T_i.01;__.[_T_T110I i <) I i I.. j _J I I.i'.�_ t � __��_TI,.IA�YIi_lj i� % � :I1 i_. k-- -I�I;k._i _ — — -- -I -11' F1 I p I -T I Jill 11 1 T�I T_ r ---LLJ.. L I T1 JMN TA J j— L I JMN w. I , T 70 -1 i'�' __T I T Designed by Drawn by Checked by November 20, 2020 A20XO22 SIDE ELEVATION Date Project Number SCALE: 1/4)) = 1 '-017 50F7 Am 105x00 Sheet Number Drawing Number V.T.ROOF PROVIDE ICE & WATER SHIELD FROM ' FASCIA & WITHIN 2' HORIZ. DISTANCE `~ y FROM THE INTERIOR SIDE OF THE EXT. TYPICAL ROOF CONSTRUCTION WALL; TYP. FOR ALL NEW ROOFS CONTINUOUS RIDGE VENT 2 2"x12" CONT. RIDGE FIBERGLASS ROOF SHINGLES 11L2 _ _ _ _ WITH CONT. RIDGE VENT 15# FELT ++� + 2"x4" RIDGE SUPPORT Y2" CDX PLYWD SHEATHING a 1 c li _ - C T 11/2 @ EVERY OTHER RAFTER TYP. 2"x12" ROOF RAFTERS @ 16" O.C. WB SIMPSON MODEL LSTA 2"x6" COLLAR TIES @ 32" O.C. 1550 DEER PARK AVE. BATH SHOWER24" LONG RIDGE STRAP 1"x8" FASCIA BOARD a� PB66 DEER PARK, NEW YORK 11729 2 2 WC 1/ 11/2 CQstFLOOR SIMPSON 1-12A5 8" CDX PLYWD SOFFIT 2A PROVIDE SOFFIT VENTS TO CODE P: (516) 655-5834 • o (TOP PLATES TO STUD) 2"x12" ROOF RIDGE EW4"STACK o CONNECTOR @ 16 O.C. CLIENT: o (5) 10d x 1Y2" NAILS IN PLATE C . (5) 10d x 1Y2" NAILS IN STUD Mr. & Mrs. Sellls ° CELLAR ' TO HOUSE DRAIN ° TYPICAL CEILING CONSTRUCTION 10 Fern Drive W 2"X10" CEILING JOISTS @ 16 O.C. 0 Jericho, NY 11753 HOUSE TRAP PLUMBING RISER ° °QDCONSULTANTS: �= PLATE HT. SCALE: 1/42' - 1'-0" 2" MINIMUM SIDECOVER FONDATION TO POST 0 I (:��SCALE' = NTS -00 N FIN. 2nd FL. PLATE HT. N NEW FLOOR CONSTRUCTION -110TYPICAL EXTERIOR WALL � +`p. t 3/4" T & G PLYWD SUBFL CONSTRUCTION 2 X 10 @ 16 O.C. CEDAR SHAKE SIDING EXPOSURE TO P ONE STORY: d` � � (4) 8d COMMON NAILS @ EACH END OF • • . ON JOIST HANGERS MATCH EXISTING �� 3 � .••3 1-1/4"x20 GA. STRAP AT EACH RAFTER TYPICAL INTERIOR WALL TYVEK HOUSE WRAP TWO STORY: 5/8" CDX PLYWD SHEATHING (3) 8d COMMON NAILS @EACH END OF NEWS FLO CONSTRUCTION (2) 2"x4" TOP PLATE 1-1/4"x20 GA. STRAP AT EACH 3/4 T G PLYWD SUBFL 2x4 STUDS @ 16 O.C. 2" 2' X 6 TOP PLATE / "x4" BOTTOM PLATE 2 X 6 STUDS @ 16 O.C. / R-30'IN ©TIONO O.C.C Y2" GYP BD (BOTH SIDES) R 19 INSULATION �� /$q - - �� B EA-M TO JOIST H2.5 I 4, �'—a' ' 2„ X 8,> ,< '-1 THIS DRAWING IS THE INTELLEXATIONCONTAINED PROPERTY OF / SCALE = NTS (INSTALL ON ALL JOISTS) GIRDERS — — FIN. 1st FL. ARCH STREET dpcN01NFOR 00 HEREIN MAY BE USED OR DUPLICATED WITHOUT THE GRADE -I PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY NEW ESTLCOL ON RIGHT INFRINGEMENT WILL RESULT IN BOTH CRAWL PACE " 4"x1 N TYPICAL FOUND. CONST. - COMPENSATORY AND PUNITIVE DAMAGES IN 24x2 / 24"x2FOOTING – (2) 2"x6" WOLMANIZED SILL CD ADDITION TO CRIMINAL CHARGES FILED UNDER CONC. – TERMITE SHIELD BED IN SEALANT FEDERAL LAW. o – Y2"x12" LONG ANCHOR BOLTS 39" O.C. 8' FROM CORNERS & 45" O.C. 0 9 0 4" POURED CONCRETE SLAB PLOT PLAN: ° 6x6 w2.9/w2.9 w.w.m. – 8" POURED CONC. STEM WALL ° COMPACTED FILL AS REQ'D 4000 PSI @ 28 DAYS BCS2-3/6 – 16"x8" DEEP P.C. FOOTING ROOF/ATTIC „ 6 BED OF STRUCTURALLY COMPACTED GRAVELW/ 2"x4" KEYWAY &I W/ (2) #5 REBARS CONT. ' POST BEAM 6 MIL. POLYETHYLENE VAPOR BARRIERRoof extension. Open vent pipes that extend through a roof shall be terminated at least 6 12 inches (152 305 mm) above the O;z--TO LE = NTS roof or 6 inches (152 mm) above the anticipated snow accumulation, whichever is greater, except that where a roof is to be used for any purpose other than weather protection, the vent extension shall be run at least 7 feet (2134 mm) above the roof. (1) SIMPSON STRONG TIE Frost Closure where the 97.5 percent value for outside design temperature is 0•f or less every vent extension through the roof •• CONNECTOR H2.5A WITH (5) 8d or wall shall be a minimum of 3 inches in diameter any increase in the size of the vent shall be made inside the structure a FASTENED TO RAFTER AND (5) 8d minimum of 12 inches below the roof or inside wall FASTENED TO TOP PLATES. USE • SAME CONNECTOR @ GARAGE TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES • For SI: 1 inch = 25.4 mm. PLUMBING FIXTURE TRAP SIZE MINIMUM (inches) Bathtub (with or without shower head and/or whirlpool attachments) 1 1/2 • Bidet 1 1/4 PROVIDE (2) 16d COMMON Clothes washer standpipe 2 Dishwasher (on separate trap) 1 1/2 NAILS @ 6" O.C. TO FASTEN (5) 8d COMMON NAILS @ EACH END NOTE: CONNECTIONS TO BE PROVIDED @ Floor drain 2 ENDWALL CORNER STUD TO OF 1-1/4" x 20ga STRAP AT EACH CORNER AND AT EACH FRAMING MEMBER. Kitchen sink (one or two traps, with or without dishwasher and food waste disposer) 1 1/2 SIDEWALL CORNER STUD HOLD STUD, FOR UPLIFT FORCES ONLY DOWN AS AT GARAGE USE (4) 8d COMMON Laundry tub (one or more compartments) 1 1/2 Lavatory 1 1/4 NAILS @ EACH END OF 1 J"x20ga (5) 8d COMMON NAILS @ EACH END Shower (based on the total flow rate through showerheads and bodysproys) STRAP AT EACH STUD, FOR UPLIFT OF 1-1 4"x20 a STRAP AT EACH Flow rate: 5.7 m and less 1 1/2 SIMPSOM STRONG TIE HDQ-8 FORCES ONLY STUD FOR UPLIFT FORCES ONLY More than 5.7 gpm u to 12.3 m 2 / SHEARWALL HOLD DOWN TO � 9P P 9P RESIST OVERTURNING FORCES. AT GARAGE USE (4) 8d COMMON More than 12.3 gpm up to 25.8 gpm 3 PROVIDE WITH (1) 5/8" NAILS @ EACH END OF 1-1/4"x2Oga More than 25.8 gpm up to 55.6 gpm 4 REVISED 3/7/22 THREADED ROD EMBEDDED INTO FIRST FLOOR STRAP AT EACH STUD, FOR UPLIFT CONCRETE FOUNDATION 12", i FORCES ONLY NOTCHING AND DRILLING DETAIL FOR WOOD FRAME MEMBERS REVISED PER owner 5/14/21 MINIMUM. REFER TO (2) 10d COMMON NAILS @ EACH (RAFTER TO STUD) REVISED PER COMMENTS 4/13/21 MANUFACTURER FOR COMPLETE END OF 1-1/4" x 20go STRAP AT INSTALLATION REQUIREMENTS. SEE EACH STUD. Issued For Permit 3/6/21 OVERTURNING CONNECTIONS AT 1 1/2 STORY USE (2) 10d Rev. Revision Description Date DIAGRAM, SHEET A8.2 FO COMMON NAILS @ EACH END OF (4) 10d COMMON NAILS @1 EACH END <1/4 DEPTH OF JOIST LOCATIONS 1-1/4" x 20go STRAP AT EACH OF 1-1/4 x2Oga STRAP AT EACH 0 1/3 OF SPAN1/3 OF SPAN 1/3 OF SPAN Project Location: • STUD. STUD, FOR UPLIFT FORCES ONLY. Z PROVIDE SIMPSON STRONG TIE AT 1 1/2 STORY (3) 10d COMMON OOLSOPERMTTED <1/3 DEPTH OF JOIST 25335 Main Road CNW COUPLER NUT. REFER TO \ NAILS @ EACH END OF 1 1/4 x2Ogo o MANUFACTURER FOR COMPLETE STRAP AT EACH STUD, FOR UPLIFT Orient, NY 11957 INSTALLATION REQUIREMENTS. AT ° FOUNDATION FORCES ONLY. GARAGE NOT REQUIRED USE 5/8" °° °° ' 2"MIN ANCHOR BOLT DIRECTLY SCTM# : 1000-18-3-13 EMBEDDED INTO CONCRETE <1/4 DEPTH OF JOIST FOUNDATION (PLATE TO STUD) 2" 2" 2" Drawing Title: (2) 10d COMMON NAILS @ EACH END STUD MIN IN MIN 0 01 OF 1 1/4"x2Oga STRAP AT EACH Z o " <1 6 DEPTH OF JOIST 3 SQUARE WASHER STUD, FOR UPLIFT FORCES ONLY. Q N PROVIDE A MIN OF 2 SEPARATION I I / SECTION AT 1 1/2 STORY USE (2) 10d � L�i W BETWEEN HOLES AND NOTCHES FROM NOTCHES ARE NOT PERMITTED IN COMMON NAILS @ EACH END OF z W <1/4 DEPTH OF STUD EACHOTHER AND FROM THE ENDS OF THE SAME LOCATION AS HOLES DETAILS 1-1/4"x2Oga STRAP AT EACH STUD, Zo MEMBERS FLOOR JOIST FOR UPLIFT FORCES ONLY <1/4 DEPTH OF JOIST RISER DIAGRAM NOTCHES ARE NOT PERMITTED IN 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN SIMPSON STRONG TIE LTP-4 CONNECTOR @ (STUD TO FLOOR) THE SAME LOCATION AS HOLES NO NOTCHES OR 36" O.C. TO RESIST UPLIFT AND LATERAL SIMPSON STRONG TIE LTP-4 5/8"MIN HOLES PERMITTED <1/3 DEPTH OF JOIST FORCES. REFER TO MANUFACTURER FOR COMPLETE INSTALLATION RE CONNECTOR @ 36" O.C. TO RESIST 2/5 DEPTH OF STUD UPLIFT AND LATERAL FORCES. REFER /,/< 5/8'MIN TO MANUFACTURER FOR COMPLETE 5/8" ANCHOR BOLTS @ 36" O.C. AND 1'-0" FROM INSTALLATION REQUIREMENTS � - <3/5 DEPTH OF STUD 2"MIN o EVERY WALL OPENING, CORNER AND SILL I I REFER TO FOUNDATION AND ANCHOR o (FOR DOUBLE STUDS ONLY o END BOLT �, PROVIDE A MIN OF 2"SEPARATION " " I JMN TA JMN DETAILS THIS SHEET BETWEEN HOLES AND NOTCHES FROM 2 2 2" Designed by Drawn by Checked by EACHOTHER AND FROM THE ENDS OF MIN MIN MINI X1/3 DEPTH OF JOIST N MEMBERS PROVIDE A MIN OF 2"SEPARATION v ( UPUFT WALL CONNECTIONS PLATE BETWEEN HOLES AND NOTCHES FROM NOTCHES ARE NOT PERMITTED IN November 20, 2020 A20XO22LOAD PATH TO RESIST WIND LOADS OVERTURNING TYPICAL GABLE EACHOTHER AND FROM THE ENDS OF THE SAME LOCATION AS HOLES Date Project Numb erEXTERIOR AND BEARING WALLS MEMBERS RAFTER / CEILING JOIST BA �Q SCALE: N.T.S. SCALE: N.T.S. THIS PROPERTY IS NOT LOCATED WITHIN ONE MILE OF THE COAST 6 OF 7 / ® . ®® Sheet Number Drawing Number TABLE 3.1 NAILING SCHEDULE TABLE 3.413 TABLE R301.7 TABLE R301.5 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION)) SHEAR WALLS RESISTING UPLIFT AND SHEAR - EXPOSURE B ALLOWABLE DEFLECTION OF STRUCTURAL MEBERS MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) (IN POUNDS PER SQUARE FOOT) NUMBER OF NUMBER OF TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE < JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING ( ) DWELLINGS (2015 EDITION)) STRUCTURAL MEMBER ALLOWABLE USE LIVE LOAD ROOF FRAMING 700-YR. WIND SPEED 3-SECOND GUST (MPH) 110 115 120130140150160170180195 DEFLECTION TOP & BOTTOM OF UNINHABITABLE ATTICS WITHOUT STORAGE 10 RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER WOOD STRUCTURAL PANEL SHEAR PANEL NAILING RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 UNINHABITABLE ATTICS WITH LIMITED STORAtt 20 Tis t r e e (SEE TABLE 3.4A) (SEE TABLE 3.4A) WALL RQUIREMENTS REQUIREMENTS WITH NO FINISHED CEILING ATTACHED TO RAFTERS MAXIMUM ROOF SPAN (FT) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 1550 DEER PARK AVE. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOISTNAIL (SEE TABLE 3.4A) (SEE TABLE 3.4A) SHEATHING SHEAR WALL ROWS OF SPACING INTERIOR WALLS AND PARTITIONS H/180 BALCONIES (EXTERIOR) AND DECKS 40 DEER PARK, NEW YORK 11729 THICKNESS NAILING NAILS P: 516 655-5834 7/16" CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d 8-40d EACH LAP (IN) FLOORS L/360 FIRE ESCAPES 40 (SEE TABLE 3.9A) (SEE TABLE 3.9A) OSB OR 8d COMMON 1 4 - - - - - - - - L/360- - CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND STUCCO) GUARDRAILS AND HANDRAILt 200GUARDRAILS IN-FILL COMPONENTS 50h CLIENT: n CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 8-16d 8-40d EACH LAP 15/32" NAILS © 4" 3 36 32 24 12 - - - - - - (SEE TABLE 3.9A) (SEE TABLE 3.9A) PLYWOOD WITH PANEL EDGE 6 36 32 24 12 - - - - - - CEILINGS WITH FLEXIBLE FINISHES (INCLUDING PASSENGER VEHICLE GARAGES 50a Mr. & Mrs. Seel$ SPECIES OF SPACING AND L/240 COLLAR TIE TO RAFTER (FACE-NAILED) 4-10d 4-12d PER TIE PLIES HAVING 12" FIELD 5 4 36 36 36 36 36 32 28 20 16 12 GYPSUM BOARD) ROOMS OTHER THAN SLEEPING ROOMS 40 (SEE TABLE 3.6) (SEE TABLE 3.6) GZ0.49 SPACING 10 Fern Drive W BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END 3 36 36 36 36 36 36 36 36132 24 ALL OTHER STRUCTURAL MEMBERS L/240 SLEEPING ROOMS 30 STAIRS 40° Jericho, NY 11753 6 - - - - - - - - - - EXTERIOR WALLS - WIND LOADS WITH PLASTER RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END H/360 7/16" OSB OR 8d COMMON - - - - - OR STUCCO FINISH / 1 4 36 32 24 12 - a,b,c.d.e.f,g,h: WALL FRAMING 15/32" NAILS @ 6" FOR SUBNOTE, REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE, PAGE CONSULTANTS: PLYWOOD WITH PANEL EDGE 3 36 36 36 36 28 20 16 12 - - EXTERIOR WALLS - WIND LOADS WITH OTHER H/240 49. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 2-16� PER FOOT SPECIES OF SPACING AND 6 36 36 36 36 28 20 16 12 - - BRITTLE FINISHES TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE PLIES HAVING 12" FIELD Gz0.49 SPACING 2 4 36 36 36 36 36 36 36 32 24 20 EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120d STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C. 3 36 36136 36136136 36136 36 32 FINISHES SECTION R301.2.2.1 WEIGHTS OF MATERIALS HEADER TO HEADER (FACE-NAILED) 16d 16d 16" o.c. ALONG EDGES 6 _ - - - - _ - - - - LINTELS SUPPORTING MASONRY VENEER WALLS L/600 (IN POUNDS PER SQUARE FOOT) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d 2-40d PER STUD 15/32" OSB 10d COMMON 1 4 36 32 24 12 - - - - - - NOTE: L = SPAN LENGTH, H = SPAN HEIGHT (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) (SEE TABLE 3.5A (SEE TABLE 3.5A) OR PLYWOOD NAILS @ 6" 3 36 36 36 36 28 20 16 12 - - WITH SPECIES PANEL EDGE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, AVERAGE DEAD LOADS SHALL NOT EXCEED 15PSF FOR COMBINED 2-16? 2-16Y PER FOOT SPACING AND ENDJOIST OR BLOCKING (FACE-NAILED) OF PLIES 6 36 36 36 36 28 20 16 12 - - HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN ROOF AND CEILING ASSEMBLIES A HORIZONTAL PROJECTION) 12 FIELD AS 0.7 TIMES THE COMPONENT AND CLADING (ASD) LOADS OR 10PSF FOR FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED HAVING Gz0.49 SPACING 2 4 36 36 36 36 36 36 36, 136132 24 OBTAINED FROM TABLE COMPONENT ( A BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE FLOOR FRAMING 3 36 36 36 36 36 36 36 36 36 36 SHALL NOT EXCEED: Y-- b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE '-�° JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST FOOT NOTE: LENGTH OF THE CANTILEVER. 1. EXTERIOR LIGHT-FRAME WOOD WALLS: 15 PSF ,`�®� HA 2. EXTERIOR LIGHT FRAME COLD-FORMED STEEL WALLS14 PSF v F� BRIDGING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END 3. INTERIOR LIGHT-FRAME WOOD WALLS: 10 PSF �� c� �'°�� 1. SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS) FOR c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ,. BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END PROPER DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, 4. INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS: 5 PSF ( :„ t COMBINED SHEAR AND UPLIFT FROM WIND. NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE 5. 8 THICK MASONRY WALLS: 80 PSF BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK 2. WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0349 OR GREATER, TABULATED TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR 6. 6 THICK CONCRETE WALLS: 85 PSF �� r 7. SIP WALLS: LEDGER STRIP TO BEAM (FACE NAILED) 3-16d 4-16d EACH JOIST MAXIMUM ROOF SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN NO CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING 10 PSF -<,;:__Q._.F CASE SHALL THEY EXCEED A SPAN OF 36FT. EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT 0 r JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST 3. TABULATED VALUE FOR PLYWOOD ASSUME PLYWOOD WITH A SPECIES OF PLIES EXCEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE EXCEPTIONS: ��. �g2 � BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST HAVING A SPECIFIC GRAVITY OF 0349 OR GREATER. FOR PLYWOOD WITH OTHER ENTIRE LENGTH OF THE MEMBER, WHICHEVER IS MORE OP N SPECIES, MULTIPLY THE TABULATED MAXIMUM ROOF SPANS BY 0390. STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR a. ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 PSF SHALL BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, THE BE PERMITTED PROVIDED THAT THE WALL BRACING AMOUNTS IN THI'SDRAWINGISTHEINTELLECTUA PROPERTY OF PLATE AND BOTTOM PLATE BY 1-1/2" AND A SINGLE ROW OF FASTENERS SHALL BE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. SECTION R602.10.3 ARE INCREASED IN ACCORDANCE WITH ROOF SHEATHING PLACED 3/4" FROM THE PANEL EDGE. TABLE R602.10.3(4). ARCH STREET dpcN0INFORMATION CONTAINED 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM b. LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL HEREIN MAYBE USED OR DUPLICATED WITHOUT THE WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD PLATE AND BOTTOM PLATE BY 1-112". ROWS OF FASTENERS SHALL BE 1/2" APART BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE ACCORDANCE WITH THE PROVISIONS OF PRIOR WRITTEN CONSENT OF ARCH STREETdp BE PERMITTED IN ACCcCOPY (SEE TABLE 3.10) WITH A MINIMUM EDGE DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT THE DEFLECTION OF H/180. SECTIONS R702.1 AND R703. RIGHT INFRINGEMENT WILL RESULT IN BOTH DIAGONAL BOARD SHEATHING SPECIFIED SPACING. c. FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN COMPENSA TORY AND PUNITIVE DAMAGES IN ADDITION TO CRIMINAL CHARGES FILED UNDER „ e. REFER TO SECTION R703.8.2. ACCORDANCE WTH CHAPTER FEDERAL LAW. 1 x6 or 1 'x8" 2-8d 2-10d PER SUPPORT 1"x10" or WIDER 3-8d 3-10d PER SUPPORT WIND UPLIFT DESIGN REFERENCE - EXPOSURE B NAILING & STRAPPING AT EXTERIOR WINDOW/ CEILING SHEATHING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION DOOR HEADERS PLOT PLAN: GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL TYP. PROVIDE RAFTER TO "CRIPPLE" EDITION)) FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION)) CONNECTION H2A OR EQUAL OR WALL SHEATHING -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION STRAP DETAIL © LEFT -TABLE 3.2, 3.2A, 3.28 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) TION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION • WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD -SEC -TABLE 3.2, 3.4A, 3.413 NAILING SCHEDULE 'B' TYP. PROVIDE RAFTER TO KING (SEE TABLE 3.10) -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS ATTACHMENT WHEN ALIGNED OR STRUCTURAL FIBERBOARD PANELS -TABLE 3.4A, 3.413 RAFTERS AND KINGS TO PLATES 11 GA. GALV. -SECTION 3.2.4.1 HOLDDOWNS Notation -TABLE 3.17D 1/2 „ ROOFING NAIL - Rough A B C D (0.120"x1-1/2"LONG 3" EDGE / 6" FIELD -SECTION 3.2.6.4.1 HEADER AND/OR GIRDER TO STUD Opening -T2 - (1) TYP. STRAPPING NAILING AS PER x 7/16" HEAD) ABLE 3.7 (HERDER / GIRDER); TABLE 3.8 (WINDOW SILL PLATE) ' 0" 2x4 1 1 1 TABLE 3.413 SHT. N-1 AT EA. END OF -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY 11 GA. GALV. -TABLE 3.4, 3.4A, 3.4134'-0" (1) 2x4 2 2 2 C STRAP 232 ROOFING NAIL - -SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENTS / RIDGE STRAPS (0.120"x1-3/4"LONG 3" EDGE / 6" FIELD -TABLE 3.6, 3.6A 6'-0" (2) 2x4 OR (1) 2x6 3 3 3 FOR NUMBER OF JACK STUDS REFER x 3/8" HEAD) 8'-0" (2) 2x4 OR (1) 2x6 3 4 4 TO FLOOR PLANS A GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 10'-0" (2) 2x6 4 5 5 g HARDBOARD 8d 8d 6" EDGE / 12" FIELD 12'-0" (2) 2x6 5 6 6 TYP. STRAPPING NAILING AS PER (SEE TABLE 3.11) Notations STABLE TRAP 3.413 SHT. N-1 AT EA. END OF PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER A. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT D APPLY TO DOORS) DIAGONAL BOARD SHEATHING 1%6" or 1%8" 2-8d 2-10d PER SUPPORT ROOF SHEATHING-4' PERIMETER: B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF NOTE: ALL STRAPPING TO BE 1-1/4" x 20 1%10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6 O.C. AT Mq HEADER , � �o.l; GAUGE STEEL OR SIMPSON PANEL EDGES & 6" O.C. AT A Ok R C. NUMBER OF 16D NAILS END-NAILED THROUGH EQUIVALENT CS20 COILED STRAP FLOOR SHEATHING INTERMEDIATE SUPPORTS IN FR/MST CUTe F0 ADJACENT KING STUD TO END OF HEADER AT EACH ( ) PANEL FIELD ZONE: FR (T �'CCk�FRy SIDE "V WOOD STRUCTURAL PANELS Y,o� Nc qNG REVISED 3/7/22 8d COMMON NAILS © 6" O.C. AT D. NUMBER OF 16D NAILS END-NAILED THROUGH REVISED PER owner 5/14/21 1" OR LESS 8d 10d 6" EDGE / 12" FIELD PANEL EDGES & 12" O.C. AT ADJACENT JACK STUDS TO END OF SILL(S) AT EACH REVISED PER COMMENTS 4/ GREATER THAN 1" 10d 16d 6" EDGE / 12" FIELD INTERMEDIATE SUPPORTS IN 13/21 SIDE (DOES NOT APPLY TO DOORS) Issued For Permit 3/13/ DIAGONAL BOARD SHEATHING PANEL FIELD 1%6" or 1%8" 2-8d 2-10d PER SUPPORT WALL SHEATHING-INTERIOR ZONE: NEW ROOF Rev. Revision Description Date 1%10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS © 6" O.C. AT DESIGN LOADS/CONNECIONS REQUIREMENT PANEL EDGES & 12" O.C. AT Projlect Location: FOOT NOTE: INTERMEDIATE SUPPORTS IN THE (* ALL IN LBS. PER CONNECTOR, U.O.N.) ,PANEL FIELD (DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL = 15 PSF) 25335 Main Road 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE WALL SHEATHING-4' EDGE ZONE: ROOF ASSEMBLY TO WALL WALL ASSEMBLY TO WALL WALL ASSEMBLY TO FLOOR WALL ASSEMBLY TO Orient NAILING SCHEDULES SHALL BE USED INHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED , NY 11957 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL 8d COMMON NAILS © 6 ' O.C. AT ASSEMBLY ASSEMBLY ASSEMBLY SILLPLATE/FOUNDATION MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. INTERMEDIATEELGES SUPPORTS IN THE NEW WALL (TABLE 3.4) (TABLE 3.4) (TABLE 3.4) (TABLE 3.2) SCTM# : 1000-18-3-13 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOCT. PANEL FIELD, PER W 3.10 U L S U L S U L S U L S Drawing Title: WIND LOAD DESIGN CRITERIA AND CONSTRUCTION NOTES: ROOF SHEATHING-GABLE ENDWALL A 2 STORY RAKE: � RESIDENCE 126 65R 126 65R 126 65R 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, SECTION R301.2.1.1, AND FIGURE R301.2(4). 8d COMMON NAILSC�? 4" O.C. AT FrR PANEL EDGES & 4"' O.C. AT F 192 SEE NAILING 119 SEE IN 46 SEE IN - * 240R NOTES TyA 2. ALL WIND LOAD DESIGN CRITERIA AND CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION INTERMEDIATE SUPPORTS IN THE �cq� CALLOUTS CALLOUTS CALLOUTS (AF&PA) WOOF FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) AND THE MINIMUM DESIGN LOADS FOR PANEL FIELD (SHEET A8.2) (SHEET A8.2) (SHEET A8.2) BUILDINGS AND OTHER STRUCTURES (ASCE 7). U = CONNECTOR UPLIFT LOAD (@16" O.C.) 3. IN REFERENCE TO THE ASCE STANDARDS (& WFCM): L = CONNECTOR LATERAL LOAD © 16" O.C.) • PER SECTION 6.5.4. WIND SPEED = 110 MPH S = CONNECTOR SHEAR LOAD (@16" O.C.) • PER SECTION 6.5.5. IMPORTANCE FACTOR I (PER BUILDING CATEGORY II) = 1.00. NOTE: R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND WA FOR WIND PARALLEL TO • PER SECTION 6.5.6. EXPOSURE CATEGORY IS 'B'. 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.13A. THE RIDGE, WHERE W IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-0" ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM ENGINEERING DESIGN 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLES 3.12A * = REFER TO ALL DETAILS THIS SHEET LIMITATIONS, SECTION 3.1.3.1 FOR MEAN ROOF HEIGHT ALLOWANCE. 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE IN COMPLIANCE WITH WFCM TABLE 3.10 AND TABLE ** = PER FOOTNOTE #4, TABLE 3.4, ALLOWABLE REDUCTION TAKEN FOR FULL WALL 5. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, 3.3A, 3.4 AND 3.7 OF THE 2015 EDITION OF WOOD FRAME CONSTRUCTION 3.11 RESPECTIVELY. ABOVE MANUEL (WFCM). *** = PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE JMN TA JMN 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM, PRESCRIPTIVE DESIGN, CHAPTER 3. MINIMAL DUE TO OPEN WALL STRUCTURE. • ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.2 & 3.3 xxx = UNIT CONNECTION OAD FOR FRAMING T WITHIN '- CORNERS. Designed by Drawn by Checked by • ALL WALL SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.3 3.4 SHEATHING DIAGRAM • ALL ROOF SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.4 AND 3.5 • ALL CONNECTIONS SHALL CONFORM TO WFCM SECTION 3.2 SCALE: N.T.S. November 20, 2020 A20XO22 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND FASTENERS/STRAPPING CONNECTIONS ARE FOR USE WITH DOUGLAS FIR LUMBER. Date Project Number 8. THE CONNECTION DETAILS PROVIDED ON THE ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS LOAD PATH CONNECTION AS PER THE LOAD VALVES AND NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE CONNECTORS. 107m ®® 70F7 Sheet Number Drawing Number GENERAL NOTES: CONCRETE AND FOUNDATION WORK: GYPSUM WALLBOARD: ELECTRICAL: ' ALL WORK TO BE DONE IN ACCORDANCE WITH ALL REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT ELECTRICAL FIXTURES & COMPONENTS ARE TO BE LABELED APPLICABLE TOWN, LOCAL AND STATE CODES INCLUDING BUT APPLICABLE, SYSTEM. GYPSUM BOARD TO BE 1/2" ON WALLS AND IN ACCORDANCE WITH SECTION E3403. INTERRUPTING r NOT LIMITED TO: CEILING UNLESS OTHERWISE INDICATED. FINISH JOINTS, RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH • 2020 BUILDING CODE OF NEW YORK STATE ALL FOUNDATIONS SHALL REST ON A SOIL WITH A BEARING J-BEADS, NAILS AND SCREW DIMPLES, CORNERS, AND EDGES SECTION E3404. FOR EQUIPMENT WORKING SPACE AND • 2020 PLUMBING CODE OF NEW YORK STATE CAPACITY OF 2000 PSF. FIELD VERIFY BY LICENSED SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT CLEARANCE SEE SECTION E3405. ELECTRICAL CONDUCTOR • 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE GEOTECH. ENGINEER. COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN COATS. MATERIAL, SIZE, INSULATION AND CONNECTIONS ARE TO 1550 DEER PARK AVE. • 2020 FUEL GAS CODE OF NEW YORK STATE FINAL COAT TO BE SANDED SMOOTH. METAL CORNER BEADS COMPLY WITH SECTIONS E3406 AND E3407. DEER PARK, NEW YORK 11729 • 2020 MECHANICAL CODE OF NEW YORK STATE ALL MINIMUM COMPRESSIVE STRENGTHS OF CONCRETE SHALL TO BE USED ON ALL CORNERS AND AROUND ALL OPENINGS. P: (516) 655-5834 • 2020 FIRE CODE OF NEW YORK STATE COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH CHAPTER • 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE WITH 2016 NEW YORK STATE SUPPLEMENT ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED WITH 36. THE RATING OF UNGROUNDED CONDUCTORS IS TO BE IN • 2020 EXISTING BUILDING CODE OF NEW YORK STATE 5/8" TYPE X FIRE CODE SHEETROCK. APPLY 1/2" TYPE X ACCORDANCE WITH SECTION E3602. SIZING OF CONDUCTORS CLIENT: ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE SHEETROCK ON HOUSE SIDE OF GARAGE WALLS PER THE IS TO BE IN ACCORDANCE WITH SECTION E3603. BRANCH STRENGTH OF 3000 PSI AFTER 28 DAYS, UNLESS OTHERWISE 2015 INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE Mr. & Mrs. Seel$ NOTED. ALL PORCHES, CARPORT SLABS AND STEPS EXPOSED YORK STATE SUPPLEMENT. SHOWER AND TUB ENCLOSURES TO COMPLY WITH CHAPTER 37 & 39. ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO TO WEATHER, AND GARAGE FLOOR SLABS SHALL BE AIR TO BE LINED WITH 1/2" "CEMENT BOARD". ALL OTHER 10 Fern Drive W DIMENSION IS TO BE SCALED. CONTRACTOR SHALL NOTIFY ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH BATHROOMS AND LAUNDRY ROOMS TO HAVE 1/2" WATER ELECTRICAL GROUNDING SYSTEM IS TO COMPLY WITH SECTION ARCHITECT PRIOR TO COMMENCEMENT OF WORK. OF 3500 PSI AFTER 28 DAYS. RESISTANT SHEETROCK. E3608. Jericho, NY 11753 NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED PIER FOOTINGS SHALL BE 1'-0" THICK, U.O.N. REQUIRED RECEPTACLE OUTLETS, GFI PROTECTIONS, LIGHTING AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF ALL WINDOWS AND DOORS: OUTLETS ARE TO COMPLY WITH CHAPTER 39. ENCLOSED WORK IN ACCORDANCE WITH ALL STATE AND OR LOCAL WALL FOOTINGS SHALL BE 10" THICK, U.O.N. ELECTRICAL WIRING IS TO COMPLY WITH TABLES E3904.6 (1) CONSULTANTS: CODES. THE DRAWINGS ARE INTENDED TO BE COMPLETE. WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED THROUGH (10). SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, PROVIDE ALL VENTS, SLEEVES AND BOX OUT OPENINGS FOR INDEPENDENT LABORATORY AND ARE TO BEAR A LABEL NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK MECHANICAL, ELECTRICAL AND PLUMBING TRADES. LOCATIONS IDENTIFYING MANUFACTURER, PERFORMANCE ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO COMPLY WITH CHAPTER 40. CONTRACTOR TO NOTIFY THE ARCHITECT. SHALL BE PLACED AS NOT TO AFFECT THE STRENGTH OF INDICATE COMPLIANCE WITH AAMA/WDMA/CSA (� �/� 2 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE THE STRUCTURAL MEMBERS. VERIFY THE CONDITIONS OF THE 101/I.S.2/A440 (FOR EXTERIOR WINDOWS AND SLIDING ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING D C V L5 JOB PRIOR TO INSTALLATION. STRUCTURAL COMPONENTS ARE TO COMPLY WITH SECTION FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO DOORS),EXTERIOR AAMA/WDMA/CSA 101 DOORS). /A440 OR AMD 100 E3402. JAN 1 3 2Q22 ARCHITECT IN WRITING BEFORE PROCEEDING. NO CONCRETE OR MASONRY WORK SHALL BE DONE DURING (FOR EXTERIOR SIDE-HINGED DOORS). THIS IS IN ACCORDANCE WITH R609.3. THE WINDOW AND DOOR THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND TEMPERATURES OF 40 DEGREES F. AND FALLING. ANCHORAGE SYSTEM IS TO COMPLY WITH SECTION R609.7. BUILDING DEPT METHODS OF CONSTRUCTION AND FOR SEQUENCES AND GLAZING IN THE SLIDING DOOR IS TO PASS THE TEST THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOWN OFSOUTHOLD NO FOOTING SHALL BE PLACED IN WATER OR DELETERIOUS EQUIPMENT, AND APPLIANCES, AND PERFORM ALL PROCEDURES TO BE USED. MATERIAL. REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS. THE CATEGORY I OR II IN ACCORDANCE WITH R308.3. GLAZING INSTALLATION SHALL BE IN ACCORDANCE WITH THE ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEEDPANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 FOR A PERIOD OF ONE YEAR AFTER COMPLETION BY THE PROVIDE TWO CONTINUOUS N0. 5 REINFORCING BARS AT THE AND R308.1.1. NATIONAL ELECTRIC CODE, ALL REQUIREMENTS PER BOTTOM OF FOOTINGS AS SHOWN IN SECTIONS. AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE ENSURING THIS GUARANTEE. ALL FOOTING REINFORCING TO HAVE STANDARD HOOKS AT ALL EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS INSULATION OF THE SPECIFIED WORK AND WORK REQUIRED ENDS. SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 BY OTHER CONTRACTORS. ALL ELECTRICAL EQUIPMENT SHALL ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SHOWN. SQUARE FEET, MINIMUM OPENING HEIGHT: 24", MINIMUM BE U/L APPROVED. ALL WORKMANSHIP SHALL BE FIRST CLASS. REINFORCING MARKED/NOTED CONT. (CONTINUOUS) SHALL BE OPENING WIDTH 20", AND A MAXIMUM SILL HEIGHT = 44" LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND A.F.F., AS PER SECTION R310.1.1, R310.1.2, R310.1.3, THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF ANY DEFECTIVE WORK AND DAMAGE RESULTING THEREFROM, HOOKED AT NON-CONTINUOUS ENDS. R310.1.4 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE RECEPTACLES, SWITCHES, SWITCH OPERATED RECEPTACLES SHALL BE REPAIRED AND/OR REPLACED AS REQUIRED AT NO WITH 2016 NEW YORK STATE SUPPLEMENT. AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING AND COST TO THE OWNER & AT THE EXPENSE OF THE ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE SAFETY GLAZING IS REQUIRED IN HAZARDOUS LOCATIONS AS SCOPE OF WORK CONTRACTOR. PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR DESCRIBED IN THE 2015 INTERNATIONAL RESIDENTIAL CODE ALL WORK IS TO BE LEVEL, PLUMB, AND TRUE. STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO WITH 2016 NEW YORK STATE SUPPLEMENT, SECTION R308.4. THE ELECTRICAL CONTRACTOR SHALL FURNISH A CERTIFICATE FURNISH SUPPORT FOR ALL BARS. PLYWOOD PROTECTION PANELS AS REQUIRED FOR OF INSPECTION ATTESTING THAT ALL ELECTRICAL WORK HAS THIS DRAWING IS THE INTELLECTUAL PROPERTY OF ALL WORK SHALL BE EXECUTED IN SUCH A MANOR AS TO PROTECTION OF WINDOWS FROM WIND BORNE DEBRIS, TO BE BEEN INSPECTED AND IS IN COMPLIANCE WITH THE NATIONAL ARCH STREET dpc NO INFORMATION CONTAINED PROTECT THE SAFETY OF WORKMAN AND THE PUBLIC, DURING KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED PROVIDED WITH FASTENERS AND LABELS, AS PER THE 2015 ELECTRIC CODE (LATEST EDITION). HEREIN MAYBE USED OR DUPLICATED WITHOUT THE CONSTRUCTION. AS SHOWN IN DETAILS AND SECTIONS. INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW YORK SMOKE ALARMS PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE STATE SUPPLEMENT. RIGHT INFRINGEMENT WILL RESULT IN BOTH ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS. R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN COMPENSATORYAND PUNITIVE DAMAGES IN BE ERECTED IN ACCORDANCE WITH THE AUTHORITIES HAVING THE REQUIRED EXIT DOOR SHALL COMPLY WITH THE 2015 THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. ADDITION TOCRIMINAL CHARGES FILED UNDER JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE FRAMING AND ROUGH CARPENTRY: INTERNATIONAL RESIDENTIAL CODE WITH 2016 NEW YORK OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE FEDERAL LAW. ENTIRE CONSTRUCTION OPERATION. STATE SUPPLEMENT. VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY REFER TO STRUCTURAL ENGINEER'S DRAWINGS. OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED ATTICS AND NOT INCLUDING CRAWL SPACES AND PLOT PLAN: WORKMAN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN STAIRS HANDRAILS AND GUARDS: UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS IN THE NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITH ACCORDANCE WITH R502.1. MATERIALS FOR LOAD BEARING WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR THE REQUIREMENTS AND METHODS NEEDED FOR PROPER STUDS, PLATES, AND HEADERS ARE TO BE IDENTIFIED IN ALL STAIR AND RAILINGS SHALL BE IN COMPLIANCE WITH BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM PERFORMANCE OF THE WORK NOTED ON THE PLANS. ACCORDANCE WITH R602.1. SECTION R311.5 OF THE RESIDENTIAL BUILDING OF NYS. INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL THE CONTRACTOR SHALL BOTH COORDINATE HIS ACTIVITIES STRUCTURAL MEMBERS ARE NOT TO BE CUT, BORED OR MINIMUM DEPTH FOR TREADS SHALL BE 9", WITH A MINIMUM IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. WITH THE OWNER AND ARCHITECT DURING CONSTRUCTION. NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN NOSING OF J", AND MAXIMUM NOSING OF 1 a". THE SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FIGURE R502.8. CUTS NOTCHES AND HOLES BORED IN GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING CONTRACTOR IS RESPONSIBLE TO SPECIFY AND COORDINATE ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS BY MORE THAN ". OF A EATHROOM THAT CONTAINS A BATHTUB OR SHOWER INSTALLATION OF ALL MECHANICAL, ELECTRICAL AND THE EFFECTS OF SUCH PENETRATIONS ARE IN ACCORDANCE UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE PLUMBING DEVICES PER CODE. REFERENCE GENERAL NOTES OF WITH R502.8.2. AND AS PER ENGINEERED WOOD PRODUCTS MAXIMUM RISER HEIGHT SHALL BE 8 J". THE GREATEST ALARM REQUIRED BY SECTION CONFORMANCE HEREIN. MANUFACTURER RECOMMENDATIONS. STUD DRILLING AND RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE . R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE NOTCHING ARE ALSO TO COMPLY WITH R602.6. ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL THAN ". DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE SITE WORK: PIPING PENETRATION THROUGH FIRE-RESISTANT RATED ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT BE LESS ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A WALLS OR FLOOR ASSEMBLIES ARE TO COMPLY WITH R317.3. THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED MANNER THAT THE ACTUATION OF ONE ALARM WILL ALL SITE WORK SHALL BE PER SOIL ENGINEER'S PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING ALL FRAMING LUMBER SHALL BE K.D. DOUGLAS FIR no. 2 OR UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL RECOMMENDATIONS. CONTRACTOR TO COORDINATE ALL. BETTER WITH THE FOLLOWING MINIMUM VALUES; Fb=900 PSI, SURFACE OF THE LANDING OR PLATFORM. NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE Fv 95 PSI, AND E=1,600,000 PSI. UNLESS NOTED OTHERWISE. INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF STAKE OUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. TOP SURFACES OF ALL HANDRAILS AND RAILINGS SHALL NOT ONE ALARM. EXCEPTION: INTERCONNECTION OF SMOKE STAKING AND LAYOUT ARE TO ESTABLISH ALL LINES AND WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BE BE LESS THAN 34" AND NOT MORE THAN 38" ABOVE THE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE BENCHMARKS. VERIFY ALL GIVEN DATA AND DRAWINGS. IN USED. UNLESS OTHERWISE SHOWN FLOOR OR TREAD LEVEL. ON STAIRS THE HEIGHT SHALL BE ALTERATIONS OR REPAIRS DO NOT RESULT IN REMOVAL OF CASE OF DISCREPANCY, RECEIVE CLARIFICATION FROM CONNECTORS AT ALL CONNECTIONS METAL S INCLUDING JOIST MEASURED DIRECTLY ABOVE THE RISER FACE. A SPACE NO INTERIOR WALL OR CEILING FINISHES EXPOSING THE ARCHITECT PRIOR TO PROCEEDING. HANGERS AND POST CAPS. UNLESS OTHERWISE SHOWN, USE LESS THAN 1 J" SHALL BE BETWEEN THE WALL AND STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE OR 3-2X10's OVER ALL BEARING OPENINGS 6'-0" OR MORE. HANDRAIL. ALL HANDRAIL GRIP SIZES SHALL COMPLY WITH BASEMENT AVAILABLE THAT COULD PROVIDE ACCESS FOR EXCAVATE AND BACK FILL FOR WORK ON DRAWINGS. SECTION R311.5.6.3 OF THE 2015 IRC WITH 2016 NYS INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR STOCKPILE ALL EXCAVATED MATERIAL. NEW AND EXISTING LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE SUPPLEMENT. FINISHES. BACK FILL MATERIAL AND TOPSOIL ARE TO BE FREE OF FOLLOWING MINIMUM VALUES; R314.5 COMBINATION ALARMS. COMBINATION SMOKE AND WEEDS, TREE ROOTS, ROCKS AND DEBRIS. ALL SURPLUS Fb=2950 PSI, FV=290 PSI, AND E=2,000,000 PSI. FOLLOW CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL MANUFACTURES RECOMMENDATIONS FOR BEARING, BRACING, MECHANICAL: USED IN LIEU OF SMOKE ALARMS. SHALL BE REMOVED FROM THE SITE. AND FASTENING REQUIREMENTS. CONTRACTOR SHALL BE R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE RESPONSIBLE TO REVIEW ALL REQUIREMENTS AND APPLY IN HVAC IS TO COMPLY WITH SECTION N1103 (R403). THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE PROTECT ALL TREES WITHIN EIGHT FEET OF THE BUILDING. FIELD. EQUIPMENT AND MATERIALS ARE TO BE IDENTIFIED IN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, REVISED PER owner 5!14/21 ACCORDANCE WITH N1101.3 (R101.5.1). HEATING AND WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE PROPER APPROVALS MUST BE OBTAINED BEFORE COVERING ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE COOLING EQUIPMENT SIZE IS TO BE DESIGNED IN POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND REVISED PER COMME 4/13/21 ANY EXCAVATED WORK. PRESSURE TREATED. ACCORDANCE WITH M1401.3. DUCT SYSTEM FOR HVAC IS TO WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE BE FABRICATED IN ACCORDANCE WITH SECTION M1601. REQUIRED FOR OVERCURRENT PROTECTION Issued For Permit 3/6/21 BACKFILL IN 6" LIFTS.( ALL EXCAVATIONS SHALL BE CARRIED FRAMING TO BE ERECTED PLUMB, TRUE, AND LEVEL AND TO THICKNESS OF ALUMINUM AND GALVANIZED SHEET METAL 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE Rev. Revision Description Date INTO 18" OF UNDISTURBED SOIL.) BE FASTENED SECURELY. ARE TO BE IN ACCORDANCE WITH TABLE M1601.1.1. PROVIDED ON EACH STORY DO NOT PROVIDE OVER BACK FILLING FOR 8" OR 10" PLUMBING: CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE Projekt Location: ERECT STUDS N TRUE ALIGNMENT TO TAKE FINISH SLEEPING AREA. MORE THAN ONE POURED CONCRETE FOUNDATION. CONTRACTOR SHALL VERIFY MATERIALS. CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE SITE SPECIFIC SOIL TYPES AND SOIL PRESSURES, AND ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH NECESSARY TO ASSURE THAT NO 25335 Main Road VERIFY ALLOWABLE FOUNDATION LOADING PRIOR TO FRAME OUT FOR HEATING, PLUMBING, AND ELECTRICAL AS A ROOF SHALL BE TERMINATED AT LEAST 6 12 INCHES (152 SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET BACKFILLING. ALL SHALL BE PER STATE CODE. REQUIRED. 305 MM) ABOVE THE ROOF OR 6 INCHES (152 MM) AWAY FROM A CARBON MONOXIDE Orient, NY 11957 ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER ALARM. STRUCTURAL STEEL: DOUBLE UP JOISTS AROUND ALL OPENINGS AND PARTITIONS IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED SCTM# : 1000-18-3-13 AND UNDER PARALLEL JOISTS. FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE 915.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 PROVIDED ON EACH STORY THAT REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS ALL NAILS, STFFAPS, BOLTS, RODS, JOIST HANGERS, AND MM) ABOVE THE ROOF. CONTAINS A CARBON MONOXIDE SOURCE. DraW'Ing Title: APPLICABLE.. OTHER FRAMING HARDWARE TO BE HOT DIPPED GALVANIZED. STRUCTURAL STEEL TO BE NEW STEEL CONFORMING TO ASTM ROOF EXTENSION. OPEN VENT PIPES THAT EXTEND THROUGH 915.2.3.1.2 BUILDINGS CONSTRUCTED PRIOR TO JANUARY 1, A-36 (CURRENT EDITION) AND THE REQUIREMENTS OF THE ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL A ROOF SHALL BE 2008. A CARBON MONOXIDE LATEST AISC CODE. BE AS PER DETAILS INCLUDED IN THESE DOCUMENTS AND TERMINATED AT LEAST 6 12 INCHES (152 305 MM) ABOVE ALARM SHALL BE PROVIDED ON THE LOWEST STORY GENERAL NOTES THE 2015 IRC WITH 2016 NYS SUPPLEMENT. THE ROOF OR 6 INCHES (152 MM) CONTAINING A SLEEPING AREA, WITHIN 15 PAINT STEEL WITH ONE COAT OF RUST INHIBITING PAINT AT ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER FEET OF THE SLEEPING AREA. MORE THAN ONE CARBON SUPPLIER PRIOR TO DELIVERY. APPLY TOUCHUP RUST ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED MONOXIDE ALARM SHALL BE PROVIDED INHIBITING PAINT AFTER ERECTION. COMPLIANCE WITH SECTION R905 OF THE 2015 IRC WITH FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON 2016 NYS SUPPLEMENT. VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 SUCH STORY IS MORE THAN 15 FEET MM) ABOVE THE ROOF. AWAY FROM A CARBON MONOXIDE ALARM. 915.2.5 POWER SOURCE. CARBON MONOXIDE ALARMS, CARBON MONOXIDE DETECTORS, AND THE ALARM CONTROL UNITS TO WHICH CARBON MONOXIDE DETECTORS ARE CONNECTED SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, AND SHALL BE EQUIPPED WITH A BATTERY BACKUP JMN TA JMN SYSTEM THAT AUTOMATICALLY PROVIDES POWER FROM ONE Designed by Drawn by Checked by OR MORE BATTERIES WHEN PRIMARY POWER IS INTERRUPTED. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN November 20, 2020 A20XO22 THOSE REQUIRED FOR OVERCURRENT PROTECTION Date Project Number Ali AF NU 1 OF 7 Al 10 VE4,19 Sheet Number Drawing Number Jim- d-, , a I- ell S I r C C 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 P: (516) 655-5834 ON LAND N/F OF SOLUTION EAST LLC LAND N/F OF CLIENT: VACANT 150' GERASIMOS MENEGATOS gq N 65000'1 O" E NO WELL OR SANITARY SYSTEM ,p�, SANITARY & WELL O6Mr. & Mrs. Se(l I$ /0'��.�P OVER 150' 1� Fern Drive W R F JSS \ 121.00' F ®8 DEER FENCE N Jericho, NY 11753 SHED IS A DRY \\ MON BUILDING CONSULTANTS: U) co ILO ZONING INFORMATION ELEV. \£ - -- tJ DR BROWN 1 2. O CN ~ M OL Z ' O DIST: 100 SEC: 18 BILK: 3 LOT: 13 ZONED: R80 ANDY LOAM — \ n REQUIRED EXISTING PROPOSED SM BROWN ` M 1 LOT AREA: 0.75 ACRES 0.72 S.F (31,290) NO CHANGE GAMY SAND 1.5' a ` LOT COVERAGE: 20% FAR 3,206 OR 9.8% 4,446 OR 13.8% — ` ► 54 .�-- \ ,� BROWN ,PALE �,., � ` _——.___. ' TO EXISTPOOL MAXIMUM HEIGHT: 35' OR(2 1/2}STORIES 22-4 (2)STORY NO CHANGE ` z \ `'-6� 1 LEECHING MEDIUM n1 FRONT YARD SETBACK PRIMARY: 40' 21"-9" 40'ADDITION SP SAND SIDE YARD SETBACK 15' 51-1" 15'-10" SIDE YARD SETBACK TOTAL 35' 86'-5" 51'-2" GRAVEL REAR YARD SETBACK: 50' 168'-5" 156'-5" 14.3' DRAINAGE CALCULATIONS: STRUCTURE SIZE t EXISTING RESIDENCE 1,792 1 240 SF x 0. 17 = 210.8 CF READ. / I SHED 15-A.DRY POOL HOUSE 320 PROVIDE (1) 8' DIA x 50" DKYWELLS = 21 1 . 10 CFNO WATER BUILDING 6,0''1 POOL 800 SHED 167 AUG.28,2019 \ .� is;::d•: SHED 127 K.WOYCHUK LS ICyT I _ , THIS DRAWING IS THE INTELLECTUAL PROPERTY OF PROPOSED ADDITION 1,220 q \ io,3' \ ARCH STREET dpc NO INFORMATION CONTAINED ~ LAND N/F OF HEREIn MAYBE USED OR DUPLICATED WITHOUT THE LP Z 92' I O \\ JOAN BERGLUND PRIOR(WRITTEN CONSENT OF ARCH STREET dpc COPY RIGHT INFRINGEMENT WILL RESULT IN BOTH TO EXISTING LEECHING POOL X 0 EXISTING COMPENSATORYAND PUNITIVE DAMAGES IN ( \ 1 BASED ON SURVEY BY: / � J � GRAVEL/ FIRE PIT ADDITION TO CRIMINAL CHARGES FILED UNDER 1 � \ FEDERAL LAW. KENNETH WOYCHUK LAND ' -o 1/2" O 0 rl SURVEYING PLLC / i � DATED: 15 OCTOBER, 2010 / \ PLOT PLAN: PROPOSED I \ O ;:® DRYWELL \\ / �0 dl / \`� Sty —Jo � _ `�O 0'? TO EX15T1,NG WELL / �' \ PROPOSED 12.3' _' 12.3' / N M \ w N COVERED � ' ,;p- \ cn PATIO 1 VA / i \ 2 STORY o TEST HOLE \ ADDITION 24.0 ru \ I\ 1 .3' LOCATIONCO , W 1 ro 2 STORY WOO 100 1 \ i,w FRAME TOOP\ ` 1 1 5' - ¢F' \ #25335 t TO EXISTING WELL / FFL 25.7 \ "\ 14,0' w � ' 1 1 36.7' WOODq STOOPEX�ST ING 4' BRICK WALK I ,olAF HEDG \` HEDGE // I � !ON ' ® S 0500'10" W 4' CONC.-'WALK � I 65.00' � A PHALT EGDE OF PAVEMENT w REVISED PER owner 5/14/21 \ �O m J ' RVI ED PER MMENT 4/13/21 io 0` � / / Issued For Permit 3/6/21 V�v AIN A _ z Rev. Revision DescriROD/ ption ate Project Location: 25335 Main Road Orient, NY 11957 � SITE PLAN � � / � �'° SCTM# ., 1000-18-3-13 \ SCALE: 1" = 30'-0" �' -- � �' Drawing Title: PLOT PLAN JMN TA JMN Designed by Drawn by Checked by November 20, 2020 A20X022 Date Project Number A in 'ff PU 201F7 A I Sheet Number Drawing Number c� 30'-8" 4 13'-9" Ia r C h S I I D I D 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 P: (516) 655-5834 CLIENT: 8"HX1'-4"W CRAWL ® — - - 2" X12" RR _ SPACE VENTS (CSV) — — Mr. & Mrs. Sellls ® 1s" o. 2' X 12" RR TYP. x6 I F — 16" o. . I I �Cf) 10 Fern Drive W C`2" X 12" RR Jericho NY 11753 N @ 16" O.C. x I I 2" X8" FJ I 2" X8" FJ x x " � © 16" O � @ 16" O.C. N N N 12'-3" 16 7" I .C.I I I 10 CONSULTANTS: I L 2" X12" RR 2" X12" RR ---------------- 16" o. 16" o.c OG I �Gl G II,, G I ►' I! II I! I� I -^ = 5/8" 0 ANCHOR BOLT @ 23" O.C. I�l II \ N I I HOLD 6" - 12" OFF EACH END o N \ OF EACH SILL PLATE. I G I I I ) I w N I I MIN. EMBEDMENT 7" INTO CONCRETE I 0) NEW CRAWL SPACE ,v N i d I N �_ x _ ------ ------ —__ - L I - -' o I 1 1'-5" I �- 0 � I - - - - - - � I I O 2" X 12" BONUS x 00 �8 -0 ° ROOM ' N o N - - - CEILING HT. ° N PROVIDE ICE WATER SHIELD FROM " PORE FASCIA � WITHIN 2' HORIZ. DISTANCE 4UD CONCRETE SLAB 6x6 I 4" POURED w.w,m. COMPACTED FILL FROM THE INTERIOR SIDE OF THE EXT. AS REQ'D 6" BED OF STRUCTURALLY II I WALL; TYP. FOR ALL NEW ROOFS o I COMPACTED GRAVEL THIS DRAWING IS THE INTELLECTUAL PROPERTY OF I I = 2" x 8" F ARCH STREET dpc NO INFORMATION CONTAINED a _ 2) 2' x 12' I I I @ 16" 0.C. ( o HEREIN MAYBE USED OR DUPLICATED WITHOUT THE m I I I PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY N I T I I r I ( I RIGHT INFRINGEMENT WILL RESULT IN BOTH ® x - 2" X 12" RR 2" X 12" RR m N COMPENSA TOR Y A ND PUNITIVE DAMA GES IN C° I ADDITION TO CRIMINAL CHARGES FILED UNDER 1 s" o. @ 1 s" o. o I I N I I I FEDERAL LAW. x ( � PLOT PLAN: 2" X 8" FJ x \ I I I 2" X 8" FJ x 2" X 12" RR N N 2" X 12" RR I D I I LO IN ® 16" O.C. j� p 16" O.C. I N I I I —ol — 9'-6 1/2" 01 28'-10" HOLD DOWN 28'-10" 5'-0" SIMPSON PHD (TYPICAL 12" PC FOUNDATION WALL/24"x12" AT ALL CORNERS) FOOTING W./(2) #5 TOP & BOTTOM PROVIDE 8" DIA. A.B. @ 32" O.C. & @ CORNERS PROVIDE 3" X 3" X 8" THICK SQUARE WASHER & NUT @ SECOND FLOOR PLAN EVERYA.B, SCALE: 1/4" = 1 '-0" 1- ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL,MINIMUM DP RATINGS WALL LEGEND AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN STANDARDS SHEET. (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) 2- ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS(5/8" PLYWD SHEATHING,W/8D COMMON NAILS @6"oc EDGE AND 12"oc FIELD AS NEW EXTERIOR WALL: SPECIFIED IN SECTION 3.4.4.2.IN THE AMERICAN FOREST AND PAPER EXTERIOR FINISH AS PER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL, THEREFORE ALL REVISED 1/21/21 CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALLS AND ARE IN ELEVATION ON TYVEK BLDG. PAPER, EXCESS OF THAT REQUIRED BY THE CODE. ALL REQUIRED SHEARWALL REVISED PER owner 5/14/21 OR 15LB. BUILD. PAPER OR EQUAL,ON SEGMENTS SHALL BE A MINIMUM OF 28"WIDE FOR B'-0"HIGH WALLS, 31"FOR WD STUDS @ DOOR SCHEDULE WINDOW SCHEDULE x4 REVISED PER COMMENTS 4/13/21 1/2"PLYWD.SHEATHING,ON 2 9'-0"NIGH,35"FOR 10'-0'HIGH,AND 38"FOR 11'-0"HIGH EXTERIOR WAILS 16"OC W/R-15 BATT INSULATION WITH VAPOR AS PER THE REQUIRED ASPECT RATION OF SHEARWALL SEGMENTS. Issued For Permit 3/6/21 BARRIER AND 1/2"GWB ON INTERIOR SIDE OR 3- ALL UPLIFT CONNECTORS AND NAILING SHALL BE IN ACCORDANCE WITH NO. TYPE UNIT DIMENSION MATERIAL FRAME REMARKS 1.D. MANUFACTURER MODEL # ROUGH OPENING REMARKS Rev. Revision Description Date (26 WD STUDS @ 16"OC WITH R-19 BATT SHEET N-2, ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL STUD FROM INSULATION) FOUNDATION TO RIDGE 1 HINGED 3'-0"x6'-8" TBD PRE-HUNG / WOOD EXTERIOR W/ STORM DR A ANDERSON TW1836 1 '-10 1/8" x 3'-8 7/8" Project Location: 4- ALL RAILINGS AND GUARD RAILS SHALL BE BETWEEN 36"AND 38"IN 2 HINGED 2'-2"x6'-8" PINE PRE-HUNG / WOOD B ANDERSON TW2436 2'-6 1/8" x 3'-8 7/8" HEIGHT, ALL HANDRAILS SHALL BE IN ACCORDANCE WITH R315.2,AND NO 1 1 25335 Main Road OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OFA " N NEW INTERIOR PARTITIONS: 4"DIAMETER SPHERE,UNLESS IT IS THE TRIANGULAR OPENING FORMED BY THE 3 SLIDER 6 -0 x6 -8' PINE PRE-HUNG EXTERIOR C ANDERSON TW2836 2'-9 5/8" x 3'-8 7/8" NEW 2x4 WD STUDS @ 16"OC WITH 1/2" RISER TREAD AND BOTTOM RAIL-WHERE A SPHERE 6"IN DIAMETER MAY NOT 4 HINGED 2'-6"x6'-8" PINE PRE-HUNG / WOOD D ANDERSON TW24210 2'-6 1/8" x 3'-0 7/8" Orient, NY 11957 GWB ON EACH SIDE PASS THROUGH, 5 HINGED - DOUBLE (2) 2'-6"x6'-8" PINE PRE-HUNG / WOOD E ANDERSON TW3046 3'-2 1/8" x 4-8 7/8" SCTM# : 1000-18-3-13 5- ALL WINDOWS AND DOORS SHALL EITHER HAVE MANUALLY REMOVABLE NEW FOUNDATION WALL: STORM PANELS IN COMPLIANCE WITH ASTM E 1996&1886 AS MANDATED BY 6 POCKET 2'-6"x6'-8" PINE #1 PINE F ANDERSON CW 13 2'-4 7/8" x 3'-0 1/2" Drawing Title: THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN NEW 12"PC FOUNDATION WALL TO BEAR ON 11OMPH WIND ZONES, CONTRACTOR TO PROVIDE NECESSARY DOCUMENTATION G ANDERSON 2-C12 2'-4 7/8" x 2'-0 5/8" — — —— 24"x12"PC FOOTING ON COMPLIANCE TO THE BUILDING DEPARTMENT,FOR GARAGE DOORS PROVIDE TO BEAR ON UNDISTURBED SOIL WITH ACCORDION DOORS WITH TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. — — — — BITUMINOUS WATERPROOF COATING ON -OR- 1/2"th PLYWOOD STRUCTURAL PANELS, SHALL BE PROVIDED FOR EACH EXTERIOR SIDE AND CONCRETE PARGE COAT ON WINDOW AND DOOR OPENING NOT EXCEEDING 8'-0"(IN THE SHORTEST NOTES: VISIBLE PORTION OF FOUNDATION WALL DIRECTION)THE PLYWOOD SHALL EXTEND A MIN OF 6"BEYOND THE ROUGH COORDINATE FINISH OF ALL DOORS WITH OWNER. FLOOR PLANS OPENING SIZES OF THE WINDOWS IN EACH DIRECTION AND SHALL BE LABELED ALL NEW DOORS SHALL BE INSTALLED WITH STAIN GRADE CASINGS BOTH SIDES, FINISHED AS PER OWNERS DIRECTION. WITH THE CORRESPONDING WINDOW LOCATION, THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCESSIBLE LOCATION,AND SHALL BE STYLE AND FINISH OF ALL DOOR HARDWARE SHALL BE COORDINATED WITH OWNER. NOTES: ACCOMPANIED BY ENOUGH 2-1/2"#8 WOOD SCREWS TO FASTEN EACH PANEL, FIBERGLASS DOOR SHALL BE STAINED AS PER MFR.'S SPECIFICATIONS. COORDINATE FINISH W/ OWNER. ALL WINDOWS SHALL INCLUDE INSECT SCREENS AND FACTORY EXTENSION JAMBS (IF REQUIRED). SCREWS TO BE A MAXIMUM OF 12"oc AROUND PERIPHERY OF PANELS. WHEN ALL WINDOWS SHALL INCLUDE SOLID ANTIQUE BRASS ESTATE HARDWARE SASH HANDLE AND WINDOW FASTENING TO MASONRY WALLS,VIBRATION-RESISTANT ANCHORS SHALL BE USED(MIN 490lbs WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED LOCKS (VERIFY FINISH W/ OWNER) HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY S THE NOME ALL WINDOWS SHALL BE INSTALLED WITH STAIN GRADE CASINGS, EXTENSION JAMBS WHERE REQUIRED , OWNER TO INSTALL,AS SPECIFIED,IN THE EVENT OF HIGH WINDS ( ) AND STOOLS; FINISH TO BE COORDINATED WITH OWNER. JMN TA JMN ALL WINDOWS SHALL HAVE WHITE VINYL CLADDING, W/ MATCHING SCREENS, AND CLEAR WOOD Designed by Drawn by Checked by INTERIORS. ALL WINDOWS SHALL INCLUDE FULL DIVIDED LIGHT GRILLES. COLOR TO BE WHITE ON EXTERIOR, AND November 20, 2020 A20XO22 CLEAR WOOD ON INTERIOR. Date Project Number 3OF7 A10100 Sheet Number Drawing Number 10 1/8" ._ 1'-2 11/16" 5 1/2" KB318 KB318 KB318 ry ,,� 11 I_ . \ t` G� 00 1550 DEER PARK AVE. DEER PARK, NEW YORK 11729 rn P: (516) 655-5834 EDGE OF POOL CLI ENT: �„ 00 B314 Mr. & Mrs. Sellls BAY WINDOW BOX N 10 Fern Drive W 13'-9" '-8 1/2" 9'-5 1/2" 11 3'-8 1/2" 00 Jericho, NY 11753 00 1 11 1/2 V-11 11/2" co t, 2'-9" 2� 9 1 CONSULTANTS: 3'-11" j D I 0- CELING DEATIL AZI B ( B A I SCALE: 3" = 1'-0" 0 O 0 _ CC Q C 3 cD co 13'-3" \ '� '� wI LO EXERSIZE �, -- - - -- - d ROOM 8 -5 1 " 3'-9" ' 2"/ 3 —g SEAL PERIMETER OF ALL NEW WINDOWS AND 'C-4I 2" X 8" FJ DOORS WITH "GREAT STUFF - WINDOW AND 2" x 8" FJ I ® 16" D.C. DOOR" MINIMAL EXPANDING FOAM AS PER ® 16" 0.C. o MANUFACTURERS SPECIFICATIONS. o O O CO N r GREAT ROOM 00 N 3'-8" N f� N 1 —11 1 2 ' \ 00 COFFERED THIS DRAWING IS F O CEILING d- ARCH STREET dPc NO INFORMATION CONTAINED — 2'-5" HEREIN MAYBE USED OR DUPLICATED WITHOUT THE 16'-0" o N — PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY 0V-11 1 1 \ RIGHT INFRINGEMENT WILL RESULT IN BOTH COMPENSATORY AND PUNITIVE DAMAGES IN Zo a, 4'-3 1/2" ADDITION TO CRIMINAL CHARGES FILED UNDER I 9'-8 1/2" ,-0„ 0 FEDERAL LAW, '-1 1/2" N ui BEDROOM PLOT PLAN: N — — ———— — — I 00BATH - -- - - - OA O 0 - - - — — SOFFIT ^ i — — I -� I I II I I I N� - '� I I I -TRAY CEILING I I I O N o SUNKE J i TUB I 8 B I I I I o o L-- - -n - - - - - - - -� r- e- -40 - -- - - - LAUNDRY o 0 o CEt1dhdG HT. OFFICE DINING ROOM 110 KITCHEN 0 O O O � I O O � NO NEW BEDROOMS CREATED 5'-5" 4'-10" `2'-8" L 3'-0" 2'-8" 4'-10" 5'-5" 10'-3" 8'-4" 1 —3" 4'-10 1/2" SUNROOM 28'—10" BAY WINDOW BOX REVISED PER owner 5/14/21 REVISED PER COMMENTS 4/13/21 Issued For Permit 3/6/21 Rev. Revision Description Date LIVING ROOM � \ Project Location: � \ 25335 Main Road EXISTING SITTING ROOM Orient, NY 11957 � 1 f I I Shear wall be SCTM# : 1000-18-3-13 / I"plywood sheathing mounted vertically mounted directly to framing Drawing Title: / Min.Nab Penetration in Framing(inches) 11 Nail Size(Common or Galy.Box) 8d \ / Nail Spacing at Panel Edges(inches) 6' PROVIDE 20 CAT'S IN ALL FLOOR PLANS EXTERIOR STUD CAVITIES HEADER SCHEDULE 3' - 4' (2) 2x 8 +4' - 6' (2) 2x 10 FIRST FLOOR PLAN JMN TA JMN Designed by Drawn by Checked by SCALE: 1 /4" = 1'-0" November 20, 2020 A20X022 Date Project Number 10 "U 4 OF 7 �■A (i Sheet Number Drawing Number a 0''"""' NEW ASPHALT ROOF 11 PROVIDE ROOF ,z-�-- RIDGE VENT r`T_. SHINGLE TYPE GAF{OR , .. EQUAL) COLOR TO BE r- . OWNS _ _ DETERMINED BY R - ---- BITUTHENE ICE-G RD - -- --.-_-- - - ---- - - - - -_-__-- OVER 15 LB FELT PAPER :_. ,; _ ___- J_ ____ _ _ --_--- - .- - -- - __-e_- - : _ _- __ _-_ - _ ----- � _ -_ __ - __ --- OVER ---__ - - _Wm..�___-___ �____-____ ___.,____ - - ON 5/8" EX. 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ISI 1 1 Z r� -; -=-T r-1 Designed by Drawn by Checked by -- November 20, 2020 A20X022 Date Project Number SCALE: 1 /4" = V-0" 5 OF 7 A105z00 Sheet Number Drawing Number V.T.ROOF PROVIDE ICE & WATER SHIELD FROM arcllr � e - FASCIA & WITHIN 2' HORIZ. DISTANCE FROM THE INTERIOR SIDE OF THE EXT. TYPICAL ROOF CONSTRUCTION 2 WALL; TYP. FOR ALL NEW ROOFS CONTINUOUS RIDGE VENT 1550 DEER PARKER PARK E 1729 2"x12" CONT. RIDGE FIBERGLASS ROOF SHINGLES , NEW YORK WITH CONT. RIDGE VENT 15# FELT P: (516) 655-5834 2"x4" RIDGE SUPPORT Y2" COX PLYWD SHEATHING I 11/21 @ EVERY OTHER RAFTER TYP. 2"x12" ROOF RAFTERS @ 16" O.C. y� I WB SIMPSON MODEL LSTA 2"x6" COLLAR TIES @ 32" O.C. I 24" LONG RIDGE STRAP CLIENT: 1"x8" FASCIA BOARD BATH SHOWER o P866 5/8" COX PLYWD SOFFIT WC 1/ 11/2 Cost FLOOR SIMPSON H2A PROVIDE SOFFITVENTS TO CODE 0 (TOP PLATES TO STUD) M & Mrs. SeIIIS Tr. EW4"STACK ° CONNECTOR @ 16" O.C. 2"x12" ROOF RIDGE o (5) 10d x 1Y2" NAILS IN PLATE 10 Fern Drive W I (5) 10d x 1Y2" NAILS IN STUD Jericho, NY 11753 CELLARTYPICAL CEILING TO HOUSE AI , ' i 2"X10" CEILING JOISTS @ 16 " O.C. HOUSE �« \ CONSULTANTS: 'SAP PLUMBING RISER .Qo ;;oma "o ••a o•,;• ;o• _ _ _ _ PLATE HT. SCALE: 1/4" = 1'-0" O (2"MINIMUM SIDECOVER FOUNDATION TO POST o SCALE — NTS 00 N FIN. 2nd FL. I PLATE HT. N NEW FLOOR CONSTRUCTION TYPICAL EXTERIOR WALL 3/4" T & G PLYWD SUBFL CONSTRUCTION ONE STORY: •, 2 X 10 @ 16" O.C. CEDAR SHAKE SIDING EXPOSURE TO (4) 8d COMMON NAILS @ EACH END OF ' • ON JOIST HANGERS MATCH EXISTING TYVEK HOUSE WRAP 1-1/4"x20 GA. STRAP AT EACH RAFTER17 TYPICAL INTERIOR WALL TWO STORY: 5/8" COX PLYWD SHEATHING a NEW FLO CONSTRUCTION (2) 2"x4" TOP PLATE (3) 8d COMMON NAILS @ EACH END OF (2) 2" X 6" TOP PLATE 6, 2"x4" STUDS @ 16" O.C. 3,/4" T G PLYWD SUBFL 2" X 6" STUDS @ 16' O.C. 1-1/4"x20 GA. STRAP AT EACH 2"X12" @ 16" O.C. 2"x4" BOTTOM PLATE R-30 IN LATION Y" GYP BD (BOTH SIDES) \R-19 INSULATION B EA•M TO JOIST H2.5 SCALE — NTS (INSTALL ON ALL JOISTS) (3 2" X 8" — — — GIRDERS FIN. 1st FL. GRADE I THIS DRAWING IS THE INTELLECTUAL PROPERTY OF NEW 3 1" DIA. STL COL ON ARCH STREET dpc NO INFORMATION CONTAINED CRAWL PACE 24"x24"x12" TYPICAL FOUND. CONST. HEREIN MAYBE USED OR DUPLICATED WITHOUT THE CONC. FOOTING — (2) 2"x6" WOLMANIZED SILL — TERMITE SHIELD BED IN SEALANT PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY 0 - Y2"x12" LONG ANCHOR BOLTS RIGHT INFRINGEMENT WILL RESULT IN BOTH 39" O.C. 8' FROM CORNERS & 45" O.C. PUNITIVE m e 0 4" POURED CONCRETE SLAB ADDITION TO CRIMINAL CHARGESDFILED UNDER 6x6 w2.9/w2.9 w.w.m. — 8" POURED CONC. STEM WALL 0o COMPACTED FILL AS REQ'D 4000 PSI @ 28 DAYS FEDERAL LAW. ROOF/ATTIC W/ 2"x4" KEYWAY & BC52316 — 16"x8" DEEP P.C. FOOTING 6 BED OF STRUCTURALLY COMPACTED GRAVEL W/ (2) #5 REBARS CONT. PLOT PLAN: O POST TO BEAM 6 MIL. POLYETHYLENE VAPOR BARRIER Roof extension. Open vent pipes that extend through a roof shall be terminated at least 6 12 inches (152 305 mm) above the SCALE = NTS roof or 6 inches (152 mm) above the anticipated snow accumulation, whichever is greater, except that where a roof is to be used for any purpose other than weather protection, the vent extension shall be run at least 7 feet (2134 mm) above the roof. (1) SIMPSON STRONG TIE Frost Closure where the 97.5 percent value for outside design temperature is 0'f or less every vent extension through the roof CONNECTOR H2.5A WITH (5) 8d or wall shall be a minimum of 3 inches in diameter any increase in the size of the vent shall be made inside the structure a FASTENED TO RAFTER AND (5) 8d minimum of 12 inches below the roof or inside wall FASTENED TO TOP PLATES. USE SAME CONNECTOR @ GARAGE TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES For SI: 1 inch = 25.4 mm. PLUMBING FIXTURE TRAP SIZE MINIMUM (inches) Bathtub (with or without shower head and/or whirlpool attachments) 1 1/2 PROVIDE (2) 16d COMMON Bidet 1 1/4 NAILS @ 6" O.C. TO FASTEN (5) 8d COMMON NAILS @ EACH END Clothes washer standpipe 2 Dishwasher (on separate trap) 1 1/2 ENDWALL CORNER STUD TONOTE: CONNECTIONS TO BE PROVIDED @ Floor drain 2 SIDEWALL CORNER STUD HOLD STUD, FOR UPLLIFTIFT FORCES ONLY OF 1-1/4" x STRAP AT EACH CORNER AND AT EACH FRAMING MEMBER. Kitchen sink (one or two traps, with or without dishwasher and food waste disposer) 1 1/2 DOWN ASSEMBLY AT GARAGE USE (4) 8d COMMON Laundry tub (one or more compartments) 1 1/2 Lavatory 1 1/4 NAILS @ EACH END OF 1 J"x20go (5) 8d COMMON NAILS @ EACH END Shower (based on the total flow rate through showerheads and bodysproys) STRAP AT EACH STRAP AT EACH STUD, FOR UPLIFT OF 1-1 4"x20 a SIMPSOM STRONG TIE HDQ-8 FORCES ONLY / g Flow rate: 5.7 gpm and less 1 1/2 SHEARWALL HOLD DOWN TO STUD, FOR UPLIFT FORCES ONLY More than 5.7 gpm up to 12.3 gpm 2 RESIST OVERTURNING FORCES. AT GARAGE USE (4) 8d COMMON More than 12.3 gpm up to 25.8 gpm 3 PROVIDE WITH (1) 5/8" FIRST FLOOR NAILS @ EACH END OF 1-1/4"x2Ogo More than 25.8 gpm up to 55.6 gpm 4 THREADED ROD EMBEDDED INTO STRAP AT EACH STUD, FOR UPLIFT CONCRETE FOUNDATION 12 1 FORCES ONLY NOTCHING AND DRILLING DETAIL FOR WOOD FRAME MEMBERS MINIMUM. REFER TO (2) 10d COMMON NAILS @EACH (RAFTER TO STUD) MANUFACTURER FOR COMPLETE END OF 1-1/4" x 20go STRAP AT INSTALLATION REQUIREMENTS. SEE EACH STUD. OVERTURNING CONNECTIONS AT 1 1/2 STORY USE (2) 10d DIAGRAM, COMMON NAILS @ EACH END OF (4) 10d COMMON NAILS @ EACH END <1/4 DEPTH OF JOIST LOCATIONS \ 1-1/4" x 20go STRAP AT EACH OF 1-1/4"x20ga STRAP AT EACH 0 1/3 OF SPAN1/30FSPAN 1/3 OF SPAN STUD. STUD, FOR UPLIFT FORCES ONLY. Z PROVIDE SIMPSON STRONG TIE AT 1 1/2 STORY (3) 10d COMMON N NO NOTCHES OR CNW COUPLER NUT. REFER TO ` NAILS @ EACH END OF 1 1/4"x2Ogo o HOLES PERMITTED <1/3 DEPTH OF JOIST MANUFACTURER FOR COMPLETE STRAP AT EACH STUD, FOR UPLIFT ZZ INSTALLATION REQUIREMENTS. AT FOUNDATION FORCES ONLY. 2'MIN ( I REVISED PER owner 5/14/21 GARAGE NOT REQUIRED USE 5/8" ' ANCHOR —9, 1 EMBEDDEDOLT RECTLY INTO (CONCRETE <1/4 DEPTH OF JOIST REVISED PER COMMENTS 4/13/21 FOUNDATION (PLATE TO STUD) (2) 10d COMMON NAILS @EACH END STUD 2" 2" 2" I Issued For Permit 3/6/21 OF 1 1/4"x2Ogo STRAP AT EACH o MIN//YIN MIN <1 6 DEPTH OF JOIST Rev. Revision Description Date 3" SQUARE WASHER STUD, FOR UPLIFT FORCES ONLY, PROVIDE A MIN OF 2"SEPARATION /// I I / AT 1 1/2 STORY USE (2) 10d N w BETWEEN HOLES AND NOTCHES FROM NOTCHES ARE NOT PERMITTED IN EACHOTHER AND FROM THE ENDS OF THE SAME LOCATION AS HOLES COMMON NAILS @ EACH END OF \o <1/4 DEPTH OF STUD MEMBERS FLOOR JOIST Project Location: 1-1/4"x20ga STRAP AT EACH STUD, Z o FOR UPLIFT FORCES ONLY <1/4 DEPTH OF JOIST 25335 Main Road NOTCHES ARE NOT PERMITTED IN 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN SIMPSON STRONG TIE LTP-4 CONNECTOR @THE SAME LOCATION AS HOLES NO NOTCHES OR 36" O.C. TO RESIST UPLIFT AND LATERAL (STUD TO FLOOR) SIMPSON STRONG TIE LTP-4 5/8-MIN HOLES PERMITTED I <1/3 DEPTH OF JOIST Orlent, NY 11957 FORCES. REFER TO MANUFACTURER FOR COMPLETE INSTALLATION RE II CONNECTOR @ 36" O.C. TO RESIST <2/5DEPTH DFSTUD p UPLIFT AND LATERAL FORCES. REFER 5/8'MIN SCTM# ° 1000-18-3-13 TO MANUFACTURER FOR COMPLETE N z 2I I 5/8" ANCHOR BOLTS @ 36" O.C. AND 1'-0" FROM INSTALLATION REQUIREMENTS a N� <3/5 DEPTH OF STUD "MIN s EVERY WALL OPENING, CORNER AND SILL ( (FOR DOUBLE STUDS ONLY) o REFER TO FOUNDATION AND ANCHOR Drawing Title: END BOLT PROVIDE A MIN OF 2"SEPARATION DETAILS THIS SHEET BETWEEN HOLES AND NOTCHES FROM 2« 2« 2« EACHOTHER AND FROM THE ENDS OF MIN IN MINI I X1/3 DEPTH OF JOIST N MEMBERS PROVIDE A MIN OF 2"SEPARATION SECTION PLATE BETWEEN HOLES AND NOTCHES FROM THE SAS ARE NOT PERMITTED IN LOAD PATH TO RESIST WIND LOADS (UPLIFT OVERTURNING) TYPICAL GABLE WALL CONNECTIONS EXTERIOR AND BEARING WALLS MEMBERS RAFTER CEILING JOIST THE SAME LOCATION AS HOLES DETAILS EACHOTHER AND FROM THE ENDS OF / SCALE: N.T.S. SCALE: N.T.S. THIS PROPERTY IS NOT LOCATED WITHIN ONE DILE OF THE COASTRISER DIAGRAM JMN TA JMN Designed by Drawn by Checked by November 20, 2020 A20XO22 Date Project Number 6 OF 7 A106. 00 Sheet Number Drawing Number TABLE 3.1 NAILING SCHEDULE TABLE 3.413 TABLE R301.7 TABLE R301.5 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION)) SHEAR WALLS RESISTING UPLIFT AND SHEAR - EXPOSURE B ALLOWABLE DEFLECTION OF STRUCTURAL MEBERS MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS ,. (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) (IN POUNDS PER SQUARE FOOT) JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) COMMON NAILS BOX NAILS DWELLINGS (2015 EDITION)) ALLOWABLE fSTRUCTURAL MEMBER DEFLECTION USE LIVE LOAD ROOF FRAMING 700-YR. WIND SPEED 3-SECOND GUST (MPH)_ 1101115 120130140150160170180195 UNINHABITABLE ATTICS WITHOUT STORAGE 10 i (�' WOOD STRUCTURAL PANEL SHEAR TOP & BOTTOM OF RAFTERS HAVING SLOPES GREATER THAN 3/12 UNINHABITABLE ATTICS WITH LIMITED STORAX 20 a r `- �� S RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER WALL RQUIREMENTS PANEL NAILING L/180 (SEE TABLE 3.4A) (SEE TABLE 3.4A) REQUIREMENTS WITH NO FINISHED CEILING ATTACHED TO RAFTERS HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 NAIL MAXIMUM ROOF SPAN (FT} 1550 DEER PARK AVE. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST SHEATHING SHEAR WALL ROWS OF INTERIOR WALLS AND PARTITIONS H/180 BALCONIES (EXTERIOR) AND DECKS 40 DEER PARK, NEW YORK 11729 (SEE TABLE 3.4A) (SEE TABLE 3.4A) THICKNESS NAILING NAILS SPACING P: (516) 655-5834 (IN) FLOORS L/360 FIRE ESCAPES 40 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d 8-40d EACH LAP (SEE TABLE 3.9A) (SEE TABLE 3.9A) 7/16" OSB OR 8d COMMON 4 - - - - - - - - - CEILINGS WITH BRITTLE FINISHES (INCLUDING L/360 GUARDRAILS AND HANDRAILct 200h 1 PLASTER AND STUCCO) GUARDRAILS IN-FILL COMPONENTS 50h CLIENT: CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 8-16d 8-40d EACH LAP 15/32" NAILS @ 4" 3 36 32 24 12 - - - - - - (SEE TABLE 3.9A) (SEE TABLE 3.9A) PLYWOOD WITH PANEL EDGE 6 36 32 24 12 - -SPECIES OF SPACING AND L/240 - - - - CEILINGS WITH FLEXIBLE FINISHES (INCLUDING PASSENGER VEHICLE GARAGES 5O Mr. & Mrs. Sellls COLLAR TIE TO RAFTER (FACE-NAILED) 4-10d 4-12d PER TIE GYPSUM BOARD) ROOMS OTHER THAN SLEEPING ROOMS 40 (SEE TABLE 3.6) (SEE TABLE 3.6) PLIES HAVING 12" FIELD 5 4 36136 36 36 36 32 28120 16 12 10, Fern Drive W G>_0.49 SPACING 3 36 36 36 36 36 36 36 36 32 24 ALL OTHER STRUCTURAL MEMBERS L/240 SLEEPING ROOMS 30 BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END � Jericho, NY 11753 6 - - - - - - - - - - EXTERIOR WALLS - WIND LOADS WITH PLASTER STAIRS 40 RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END OR STUCCO FINISH H/360 7/16" OSB OR 8d COMMON 1 4 36 32 24 12 - - - - - - a,b,c,d,e,f,g,h: WALL FRAMING 15/32" NAILS @ 6" 3 36 36 36 36 28 20 16 12 - - EXTERIOR WALLS - WIND LOADS WITH OTHER FOR SUBNOTE, REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE, PAGE CONSULTANTS: � � PLYWOOD WITH PANEL EDGE BRITTLE FINISHES H/240 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 2-16d PER FOOT SPECIES OF SPACING AND 6 36 36136 36 28 20 16 12 - - TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE PLIES HAVING 12" FIELD G>_0.49 SPACING 2 4 36 36 36 36 36 36 36 32 24 20 EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/1204 STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C. 3 36 36 36 36 36 36 36 36 36 32 FINISHES SECTION R301.2.2.1 WEIGHTS OF MATERIALS HEADER TO HEADER (FACE-NAILED) 16d 16d 16" o.c. ALONG EDGES 6 _ _ _ - - _ - - - _ LINTELS SUPPORTING MASONRY VENEER WALILS L/600 (IN POUNDS PER SQUARE FOOT) TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d 2-40d PER STUD10d COMMON 1 4 36 32124 12 - - - - - - NOTE: L = SPAN LENGTH, H = SPAN HEIGHT (TABLE TAKEN FROM 2015 INTERNATIONAL RESIDENTIAL CODE) (SEE TABLE 3.5A (SEE TABLE 3.5A) 15/32" OSB NAILS @ 6" OR PLYWOODPANEL 3 36 36 36 36 28 20 16 12 - - AVERAGE DEAD LOADS SHALL NOT EXCEED 15PSF FOR COMBINED BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16'? 2-16? PER FOOT WITH SPECIES SPACING D AND - a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS ROOF AND CEILING ASSEMBLIES ENDJOIST OR BLOCKING (FACE-NAILED OF PLIES 6 36 36 36 36 28 20 16 12 - HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN (ON A HORIZONTAL PROJECTION) HAVING G>-0.49 12" FIELD AS 0.7 TIMES THE COMPONENT AND CLADING (ASD) LOADS OR 1OPSF FOR FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED SPACING 2 4 36 36 36 36 36 36 36 36 32 24 OBTAINED FROM TABLE R301.2(2). BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE FLOOR FRAMING 3 36 36 36 36 36 36 36 36 36 36 SHALL NOT EXCEED: JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST FOOT NOTE: LENGTH OF THE CANTILEVER.b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE 1. EXTERIOR LIGHT-FRAME WOOD WALLS: 15 PSF 2. EXTERIOR LIGHT FRAME COLD-FORMED STEEL WALLSI4 PSF BRIDGING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END 3. INTERIOR LIGHT-FRAME WOOD WALLS: 10 PSF 1. SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDP'WS) FOR c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN 4. INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS: 5 PSF 5. IN BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END PROPER DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, THICK MASONRY WALLS: 80 PSF BLOCKING TO SILL OR TOP PLATE (TOE-NAILED} 3-16d 4-16d EACH BLOCK COMBINED SHEAR AND UPLIFT FROM WIND. NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE 5. 6" THICK CONCRETE WALLS: 85 PSF 2. WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0349 OR GREATER, TABULATED TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. FOR LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST MAXIMUM ROOF SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN NO CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING 7. SIP WALLS: 10 PSF CASE SHALL THEY EXCEED A SPAN OF 36FT. EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT JOIST ON LEDGER TO BEAM (TOE-NAILED} 3-8d 3-10d PER JOIST 3. TABULATED VALUE FOR PLYWOOD ASSUME PLYWOOD WITH A SPECIES OF PLIES EXCEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE EXCEPTIONS: BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST HAVING A SPECIFIC GRAVITY OF 0349 OR GREATER. FOR PLYWOOD WITH OTHER ENTIRE LENGTH OF THE MEMBER, WHICHEVER IS MORE a. ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 PSF SHALL SPECIES, MULTIPLY THE TABULATED MAXIMUM ROOF SPANS BY 0390. STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR BE PERMITTED PROVIDED THAT THE WALL BRACING AMOUNTS IN BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, THE SECTION RTED P .3 ARE INCREASED IN ACCORDANCE WITH THISDRAWIN IS THE INTELLECTUALPROPERTYOF PLATE AND BOTTOM PLATE BY 1-1/2" AND A SINGLE ROW OF FASTENERS SHALL BE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. TABLE R602.10.3(4). AIRCHSTREETdTHEINT LLECTUALP CONTAINED 5. ROOF SHEATHING PLACED 3/4" FROM THE PANEL EDGE. 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM b. LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL HER'EINMAYBE USED ORDUPLICATED WITHOUT THE WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD PLATE AND BOTTOM PLATE BY 1-1/2". ROWS OF FASTENERS SHALL BE '1/2" APART BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE BE PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF PRIOR WRITTEN CONSENT OFARCH STREET dpcCOPY (SEE TABLE 3.10) WITH A MINIMUM EDGE DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT THE DEFLECTION OF H/180, SECTIONS R702.1 AND R703. RIGHT INFRINGEMENT WILL RESULT IN BOTH c. FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN COMPENSATORY AND PUNITIVE DAMAGES IN DIAGONAL BOARD SHEATHING SPECIFIED SPACING. e. REFER TO SECTION R703.8.2. ADDITION TO CRIMINAL CHARGES FILED UNDER 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT FEDERAL LAW. 1"x10" or WIDER 3-8d 3-10d PER SUPPORT WIND UPLIFT DESIGN REFERENCE - EXPOSURE B NAILING & STRAPPING AT EXTERIOR WINDOW/ CEILING SHEATHING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION DOOR HEADERS PILOT PLAN: GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL TYP. PROVIDE RAFTER TO "CRIPPLE" EDITION)) FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION)) CONNECTION H2A OR EQUAL OR -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION STRAP DETAIL @ LEFT WALL SHEATHING -TABLE 3.2, 3.2A, 3.213 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD -SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION (SEE TABLE 3.10) -TABLE 3.2, 3.4A, 3.413 NAILING SCHEDULE 'B' TYP. PROVIDE RAFTER TO KING -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS ATTACHMENT WHEN ALIGNED OR STRUCTURAL FIBERBOARD PANELS -TABLE 3.4A, 3.48 RAFTERS AND KINGS TO PLATES 11 GA. GALV. -SECTION 3.2.4.1 HOLDDOWNS ROOFING NAIL -TABLE 3.17D Rough Notation ROOFING g C D 1/2 (0.120"x1-1/2"LONG - 3 EDGE / 6" FIELD -SECTION 3.2.6.4.1 HEADER AND/OR GIRDER TO STUD Opening -TABLE 3.7 (HERDER / GIRDER); TABLE 3.8 (WINDOW SILL PLATE) TYP. STRAPPING NAILING AS PER x 7/16" HEAD) -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY 2'-0" (1) 2x4 1 1 1 TABLE 3.413 SHT. N-1 AT EA. END OF 11 GA. GALV. -TABLE 3.4, 3.4A, 3.4B 4'-0" (1) 2x4 2 2 2 C STRAP ROOFING NAIL -SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENTS / RIDGE STRAPS 232 (0.120"x1-3/4"LONG - 3" EDGE / 6" FIELD -TABLE 3.6, 3.6A 6'-0" (2) 2x4 OR (1) 2x6 3 3 3 FOR NUMBER OF JACK STUDS REFER x 3/8" HEAD) 8'-0" (2) 2x4 OR (1) 2x6 3 4 4 A TO FLOOR PLANS GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 10'-0" (2) 2x6 4 5 5 g HARDBOARD 8d 8d 6" EDGE / 12" FIELD 12'-0" (2) 2x6 5 6 6 TYP. STRAPPING NAILING AS PER (SEE TABLE 3.11) TABLE 3.413 SHT. N-1 AT EA. END OF Notations STRAP PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER A. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT D DIAGONAL BOARD SHEATHING APPLY TO DOORS) NOTE: 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT ROOF SHEATHING-4' PERIMETER: �, B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF ALL STRAPPING TO BE 1-1/4" x 20 1"x10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6" O.C. AT tiiq� HEADER GAUGE STEEL OR 'SIMPSON' PANEL EDGES & 6" O.C. AT <0D�� C. NUMBER OF 16D NAILS END-NAILED THROUGH EQUIVALENT CS20 (COILED STRAP) $ FLOOR SHEATHING INTERMEDIATE SUPPORTS IN RiM UT �E ADJACENT KING STUD TO END OF HEADER AT EACH F Orou- PANEL FIELD FTF� 6��c FR SIDE _ -... __a.._ WOOD STRUCTURAL PANELS ROOF SHEATHING-INTERIOR ZONE: (Typ ki�,�yq,yc 8d COMMON NAILS @ 6" O.C. AT D. NUMBER OF 16D NAILS END-NAILED THROUGH REVISED PER owner 5/14/21 1" OR LESS 8d 10d 6" EDGE / 12" FIELD PANEL EDGES & 12" O.C. AT ADJACENT JACK STUDS TO END OF SILL(S) AT EACH REVISED PER COMMENTS 4/13/21 GREATER THAN 1" 10d 16d 6" EDGE / 12" FIELD INTERMEDIATE SUPPORTS IN THE SIDE (DOES NOT APPLY TO DOORS) PANEL FIELD Issued For Permit 3/6/21 DIAGONAL BOARD SHEATHING Rev. Revision Description Date 1"x6" or 1%8" 2-8d 2-10d PER SUPPORT WALL SHEATHING-INTERIOR ZONE: NEW ROOF 1"00" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6" O.C. AT DESIGN LOADS/CONNECIONS REQUIREMENT Project Location: PANEL EDGES & 12" O.C. AT FOOT NOTE: INTERMEDIATE SUPPORTS IN THE ALL IN LBS. PER CONNECTOR, U.O.N.) 25335 Main Road PANEL FIELD (DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL = 15 PSF) 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE WALL SHEATHING-4' EDGE ZONE: ROOF ASSEMBLY TO WALL WALL ASSEMBLY TO WALL WALL ASSEMBLY TO FLOOR WALL ASSEMBLY TO Orient, NY 11957 NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 8d COMMON NAILS @ 6" O.C. AT ASSEMBLY ASSEMBLY ASSEMBLY SILLPLATE F 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL /FOUNDATION MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PANEL EDGES & 12" O.C. AT NEW WALL (TABLE 3.4) (TABLE 3.4) (TABLE 3.4) (TABLE 3.2) 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO INTERMEDIATE SUPPORTS IN THE SC M# : 1000-18-3-13 BE REDUCED TO 1-16d NAIL PER FOOT. PANEL FIELD, PER WFCM S13C IA 3.10 U L S U L S U L S U L S Drawing Title: A WIND LOAD DESIGN CRITERIA AND CONSTRUCTION NOTES: ROOF SHEATHING-GABLE ENDWALL 2 STORYRAKE: AR, RESIDENCE 126 65R 126 65R 126 65R 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, SECTION R301.2.1.1, AND FIGURE R301.2(4). 8d COMMON NAILS @ 4" O,C. AT 41 RESIDENCE 192 SEE NAILING 119 SEE NAILING 46 SEE NAILING - * 240R NOTES 2. ALL WIND LOAD DESIGN CRITERIA AND CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION PANEL EDGES & 4" O.C. AT Thb CALLOUTS CALLOUTS CALLOUTS DIA (AF&PA) WOOF FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) AND THE MINIMUM DESIGN LOADS FOR PANEMFIELD SUPPORTS IN THE (SHEET A8.2) (SHEET A8.2) (SHEET A8.2) BUILDINGS AND OTHER STRUCTURES (ASCE 7). U = CONNECTOR UPLIFT LOAD (@16" O.C.) 3. IN REFERENCE TO THE ASCE STANDARDS (& WFCM): L = CONNECTOR LATERAL LOAD (@ 16" O.C.) • PER SECTION 6.5.4. WIND SPEED = 110 MPH S = CONNECTOR SHEAR LOAD (@16" O.C.) • PER SECTION 6.5.5. IMPORTANCE FACTOR I (PER BUILDING CATEGORY II) = 1.00. NOTE: R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND W/L FOR WIND PARALLEL TO • PER SECTION 6.5.6. EXPOSURE CATEGORY IS 'B'. 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.13A. THE RIDGE, WHERE W IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-0" ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM ENGINEERING DESIGN 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLES 3.12A * = REFER TO ALL DETAILS THIS SHEET LIMITATIONS, SECTION 3.1.3.1 FOR MEAN ROOF HEIGHT ALLOWANCE. 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE IN COMPLIANCE WITH WFCM TABLE 3.10 AND TABLE ** = PER FOOTNOTE #4, TABLE 3.4, ALLOWABLE REDUCTION TAKEN FOR FULL WALL 5. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, 3.3A, 3.4 AND 3.7 OF THE 2015 EDITION OF WOOD FRAME CONSTRUCTION 3.11 RESPECTIVELY. ABOVE MANUEL (WFCM). 9yy *** = PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE JMN TA JMN 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM, PRESCRIPTIVE DESIGN, CHAPTER 3. MINIMAL DUE TO OPEN WALL STRUCTURE. Designed by Drawn by Checked by • ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.2 & 3.3 xx) UNIT CONNECTION LOAD FOR FRAMING NOT WITHIN F CORNERS, • ALL WALL SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.3 3.4 SHEATHING DIAGRAM • ALL ROOF SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.4 AND 3.5 • ALL CONNECTIONS SHALL CONFORM TO WFCM SECTION 3.2 SCALE: N.T.S. November 20, 2020 A20X022 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND FASTENERS/STRAPPING CONNECTIONS ARE FOR USE WITH DOUGLAS FIR LUMBER. Date Project Number 8. THE CONNECTION DETAILS PROVIDED ON THE ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS LOAD PATH CONNECTION AS PER THE LOAD VALVES AND NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE CONNECTORS. 7OF7 Alutffliv," Sheet Number Drawing Number