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48819-Z
�O�Qg�FFOt Town of Southold 8/20/2024 a d� P.O.Box 1179 o _ 53095 Main Rd 4' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45467 Date: 8/20/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 405 Racketts Ct, Orient Orient SCTM#: 473889 See/Block/Lot: 17.-6-8 Subdivision: Filed Map No. Lot No. .3 conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/27/2022 pursuant to which Building Permit No. 48819 dated 1/31/2023 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: existing accessory two car garage altered to a one car garage with non-habitable pool house with half bathroom as applied for. The certificate is issued to Treiber,Irene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-18-0087 5/22/2024 ELECTRICAL CERTIFICATE NO. 48819 1/18/2024 PLUMBERS CERTIFICATION DATED 1/13/2024 PAligrd J. Rnnarella Inc Auth ed i nature I �O�guFFat�-co TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 48819 Date: 1/31/2023 Permission is hereby granted to: , Treiber, Irene 5 Tanglewood Ln Sea Cliff, NY 11579 To: Convert accessorygarage to pool house at existing single family dwelling as a lied 9 g p 9 9 Y 9 pp -.. for, with SCHD and HPC approvals. At premises located at: 405 Racketts Ct, Orient SCTM #473889 Sec/Block/Lot# 17.-6-8 Pursuant to application dated 12/27/2022 and approved by the Building Inspector. To expire on 811/2024. Fees: ACCESSORY $212.00 CO-ACCESSORY BUILDING $50.00 Total: $262.00 Building Inspector OF SO�r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Irene Treiber Address: 405 Racketts Ct city:Orient st: NY zip: 11957 Building Permit#: 48819 Section: 17 Block: 6 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 390 Operating Group License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement 'Service Commerical Outdoor X 1 st Floor X Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 14 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Panel 24 Circuit/ 12 Used Notes: Pool House Inspector Signature: Date: January 18, 2024 S.Devlin-Cert Electrical Compliance Form SO�j�O Town Hall Annex .>cG Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959O� • ��� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date. P ti3 J ¢��SI Building Permit No. Owner. - t t-'CllQ+F't Pe'+cr— ti E (Please print) Plumber:- 9---ic y J , (24,ly ,(Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. .W umbers Signature) Sworn to before me this 1 34h DUANE 7OWNSELL JR day of JUng.)a fW r 2U 3H NOTARY PLIBLiC.$PATE t7F NEW YORK Registration No.WT00012469 Qualified in s:0�k County —v - 02 .my Commission Expires; o a Notary Public, SUtlI� County `� SOUTyo� �> # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 0UNDATION 2ND [ SULATI N/CAUL/KING [ FRAMING /STRAPPING INAL r#VL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARK U��A'll LV c7Q ooL4 vt if DATE INSPECTOR ho�aOFSO(/lyo� qv l q qo s Rc c'k e ft`5 CT # # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 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. 4eed otole-c+10v-k NA, aatoAQ. �0-0r cx oA eA5 IA ostcx e. ng ��cAQ,41' bv1, eA Mealas o d:s�o✓�yt�s-�q� -ilk -000C� 7 ( +Zr-A0UJtA'� rMc#-Q' q 6V-ep-k<w DATE 6" a l INSPECTOR ` SOUlyolo "J �/ o # TOWN F SOUTHOLD BUILDING DEPT. °ycourm��'' 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: �rLi DATE INSPECTOR pF SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 q4p(a INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V4,0LATION [ ] PRE C/O [ ] RENTAL EMARK X ly� fAv<l Cmi &At, R� ✓tom DATE 0 INSPECTOR r - OF SOOTyO� # _ # TOWN' OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .I ULATIOWC*Y-- AULKI FRAMING /STRAPPING [ FINAL Pd � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE lr )V? - ANSPECTORF)t9q . Bunch, Connie From: Fuentes, Kim Sent: Monday, April 29, 2024 3:25 PM To: Bunch, Connie;Jarski,John Subject: HPC Treiber-405 Racketts Court Hi Connie and John, During the April 25, 2024 meeting of the HPC, I requested that the Commission indicate their approval for the finished work at 405 Rackets Court (Res. 11.23.21, amended 8-25-2022) The Commission members indicated their satisfaction with the finished work. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim&southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, AT 11971 Li% % I � A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build June 24,2024 Treiber Residence 405 Racketts Court Orient NY 11957 Tax map#1000-017.00-06.00-008.000 To Whom It May Concern. Based on my inspection at the above address the rough plumbingwas installed perthe architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, DAP Anthony Portillo, RA, LEED AP ��9 A , to 0374Q5 ®� OF . D -^ JUN 2 5 2024 -� BUILDING DEPT. XQWN X S®UT " Page 1 of 1 MELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) — y A � ------------------------------------ FOUNDATION (2ND) on z -Z- 00/0 0 H ROUGH FRAMING& -�- PLUMBING J r t� INSULATION PER N. Y. — y STATE ENERGY CODE Yt avWOO 61 a+-C ✓ice- FINAL ADDITIONAL COMMENTS C �aJ63tP e+ co L a �P/ � o IN a z x c � x =o�oS�eFocK�oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y 2.- Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971- 0959 �y,�o• ��o�� Telephone (631) 76571802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �{ I 1111UUJ771 PERMIT NO. v Building Inspector: I DEC 2 7 7099 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an !ir and rrNOL® Owner's Authorization form(Page 2)shall be completed. Date:12/22/2022 OWNER(S)OF PROPERTY: Name:peter & Irene Treiber SCTM#1000-17-06-08 Project Address:405 Racketts Court Orient NY 11957 Phone#:516-403-3434 Email:pstreiber@gmail.com Mailing Address:P.O BOX 152 Mattituck NY 11952 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#_631-603-9092 _ _ _ Email^msarabia@amparchitectYcom DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo, AMP Architecture Mailing Address:RO BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo' Will excess fill be removed from premises? ❑Yes BNo 1 .: } R :L_ ,S• �py•� �Sy+:. :7." .`:%f,.� •F:f�f z:`F�:e ,^.x�., ..;�, , rv_s tit.: �,>r.':. ''x:�y-:;:.?:` _ •.4: - M. :"yrr :,?,.s^h..,. e ;....tv-xJ, ...'r.:io ,f i..x.::e ..v..•.+-•. �'..t•;i+ Existing use of property:Single Family Residence. Intended use of property:Single Family,Residence Zone or use district in which premises is situated: i Are there any covenants and restrictions with respect to R-4� N`i this property? ❑Yes BNo IF YES, PROVIDE A COPY. .. .. .......... :.. .... ..... .:....^...�. � . rn,,i:• �,`.4�+,t:;�'(-;1� . ..,-. ,. _...... .......... ..v ,..; .,�4,1 .l. .,..1.,:k.,l � � 'v ...r• : , 1ri.�" uF'.3:>-``czjr,:�;'�,i;,"<?:l7i!L,`:'. ',-Ji..rC:;;,.4.ii'i•;;".i�ii::,,�r,...}:.)r::'.nS..'at?'tI.Y���'i�• !}J .,.;`iit•,'^:..,r,:.ei.v:�-i.,:i�i:V,y.;,`C,x'�,�., .1. 1�.�ne �. t 4 '? t a...'x:t%•:i:,. C foie>:A{ ettG din . ::tyy� nitSp �Q� tsnt+itor: rw,riniao', c' .u1' ^'• k"'•,k,i,'zt:n; ��..,G.p. „�+•^,,. , At, 1.,n - :r•`= jp. fY sy�ia= '". . 'L5'H�fRf,9lt,MikbEl� �N' iiL M�ii� y ►� - f!!.. A,:..ji:,v •'.:.t'.: �:MS :T�..1�� � ±�M4l.NA,.r' ,7.1 '. .,ms.,. J.if'y:;;:Z'i•'_r 1,�,. :v :��lie�a•, a�,a:��,a:F�. dt: .`r�itioli�9or�r.:renio+ratY�;kiii'oiFftoti�s�li�i+�ir_ pF!�i�?. ,RS.;.._ F`a••xci<d._.�:>..,...�._ —. y,.x ' �.�„ -...r4i.'.•�.'c ""�'Yu ioT ft.o_-�t ��1-�0>1.3ti�Y'..'.'.1'a.;i�::l,�'�:';t^ -=;1•,.i�s�T�}6>;.'.=•.^`:?�a'::c`�.�S.�.-:t`r��--=-"�Y:i"..'.x,�.3`j:r.3`^�::_'S�iti�g•:I.,i�;r!.-:f_'c'.<i.r^,`:.;'F,t:"d^.a'.%�'r:4'/n'.�F.•�}>tii'_-�:F<<Y.-;.?<:.:t,,�+.!�:3'.x^=-_..y��;_._ Y_-,-:�..1,�..y,s;• .�.. ,Application Submitted By(print name):AMP Architecture, Michelle $arabia @Authorized Agent pOwner„Signature of.Applicant:Date: I -1. STATE OF NEW YORK) 55: COUN1YOFtsuffolk AMP Architecture, ' 11 _being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the age rd (Contractor,Agent,Corporate Officer,etc.) of said 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 there ith. Sworn before me this . 073 day of '202j� �,•� �p.,.,Pub"Orlowski Notary Public,state of New York- PUB *_ No.01OR6280392 1.PROPERTY OWNER AUTHORIZATI(1�11y'•�v..... ,.� Qua1�1'iedmsuffolkcounty i- v ro commission Expires 03/l3/20; (Where the applicant is not the owner) f C*A 8YL residing atf-��✓E- �P,A I do hereby authorize AMP Architecture to apply on my;Owner's lf to Town of Southold Building Department for approval as described herein. 2 . t ig ature Da e IQ 4� S A.,ri Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 41, ,p" Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov— seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: — — Company Name: Electrician's Name: _ License No.:OE . k4 Elec. email: Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: V Y JOB SITE INFORMATION (All Information Required) Name: b e-a- / C, Address: o e L C - (' n Cross Street: Phone No.: f - Bldg.Permit#: email: A Tax Map District: 1000 Section: Block: t: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): fool loose Square Footage: 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 2 H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION I aIVA ( dL r t c.tlF I o to 3(o I OSUfFpC'�C' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO.Box;1179 Southold, NewYork 11971-0959`10. Telephone (631) 765-1802 - FAX (631) 765-9502 amesh southoldtownny.aov- seand(cD-southoldtownny.aov' APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: — Company Name: - r-� Electrician's Name: b License No.:I-/I-r jq N Elec. email: Elec. Phone No: Sjtp I request an email copy of Certificate of Compliance Elec. Address.: A/ JOB SITE INFORMATION (All Information Required) Name: / (, Address: c f Cross Street: Phone No.: Bldg.Permit#: � � email: ,( Tax Map District: 1000 Section: 1 -7 Block: t: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Fool pko -)sC- Square Footage: 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 02 H Frame Pole Work done on Service? DY FIN Additional Information: PAYMENT DUE WITH APPLICATION I a'VA CZCk 11 r { L tkF I o to 3(0 PERMIT p Address: Sw itches 6 6 v Outlets ' GFI's Surface Sconces ` 6 HH's *+L 1 UC Lts l Fans Fridge HW Exhaust Oven WAD smokes DW Mini Micro Generator _arbon -ombo Cooktop Transfer �C AH Hood Service Amps Have Usec -pedal: omments UIA AMP -'-"' PLOT DATE May 11, 2023 — 1:28pm DWG FLE: R:\2022\2022-0181\dwg\2022-0181—foundationJoc.dwg i i �y10 lb�b o° So In rn r6ti I / �a 2 17 a 9 / ` w ti • _ rg °� ion: 1,r'y caVp�, � / .01 / ys� °r ef'AO�°�'� �°aa j09 % 54 / S�Q/�y /. 9p°of b aaaa' 320 90 y yy r' �\62 P J` O tb00 ,e%� sF /, ti a 777, /X�cl / °ca 4s� Ro e�y \. / / h� Ae/6 e e/, / . ' SITE LAYgIT NOTES f-t. �I-i 'm'PrN15 15 AN ARCHITECT'S s-TE PLAN a 15 .s v>n�- -: 1/Zpy�1NSiauAnoN sr 'i' vs m�:./ y�...^.:" C{; .• py�!r +,„ .i 5�i" '."G.,i y, LOT OYLRA6�..' - ^' \ SU3.�Gr TO YEP.IFGATION BY A 4GENSFD tA1 U olh ceNd coee re sv3 xmlo w rsePuc Inano-y reco+.no,.welaro.n�le.onro.m:,,?win t+ax atma«a a �„rt_ {r,..: �"+,,,.s r 4'$s3 •'•g Y '4 uw.,_ M"COUNTY �1RVETOR. Tse INFoswITE F acme)el.o.5h the zFrerk tang Ixpoemene of lexr, aaplrmr roeamarmeloea prwWae by tla mdvP«krm'aha:l to !"'1.` w� �. ,�.• ffi SUFFOLK COUNTY TAX LOT NO- IGCO-IT-b-O REPRESENTED ON THIS SITE PLAN Is TO rHE aw ta a•ra.a.e:ra,ane La gWaik camp cam a,plman<a 1,. �'^ IFM ARUIrPsrS Bt�r of KNowLeoe-.E. �ja. §56_ pr ne of I.dwr,Licersew�od Cas,.mr Aiia'va I.,' , trj. ` °i ''{ K T• 9 _ y R-40 �.INFORMATON wA5 DO TAIN'eD rtohtoM o 1bt of Ivett:e I/A OMS Moo+:dmm F4wlm-s 2 M UA OM`-Nx>wll to Yofcilae e!wval in ell evectbre Y�, F , - - _FROM A 9l1RVEY DOT®AUS1IST 90.3021 gf (With a mannvm W'amce H oy tivectw:o!./om ouwtcr hW m - •'`rDESCRIPTION A O%OVERPGE AND PREPARED BY, t 2.NI I/A OnTs-1 I»rc9bteretl uIN ale Ocpertmcnt N a mhhem 9-Ha Vick bee e/preperly levelee eq ccnpxlm Gard '. ?-1e ' t f g r ,xj+yam.- 1{+'ggaa �,;�-J I aabe nnn Amble w er tk srrale Lang S:.aay rase (tree erem r«bl a p«govel c.. ry{?<a I i b as Oaoatmen:gatHg eertlN,.-al cortpletm TOTAL AREA 22-45.0 S.F. -- N.YS SAT w!CK5 bvetke m'm d.ii:•plop 9.I/A OYetS Tu:ke able m prw:m0 nly:a a•gle Mlet A �'•-^Y..,>• e -} • L T. 4 - -' N. STATE LANv eJ.rRVEYOR ebtr2utbn baxlrnaMb m ebo-b,tlm Icoatry atructwa may to .=;:! �v, 1 f l' l y'•�;'..:` EXISTING DWELLING I,a00.0 S.F 6.2% LIG.4051025 - An e.aartetl aouatlm arl MaMarcxe cmtrxe meHxr tin rpequrm far ell ayavan Hm nuftp:a Iaaa'rg eo-ueewaa Inbm a - `. � -�•Trc 4 � #7: -���ro1, I .._ _ _ , - 1 14 TRAINOR AVENUE Ma4earwa Fravbar are hmarN:wnm neat ba unnlnetl to tM Ieema[Ne mstjl b ccprwetl t9 the Dcpr+tm . r'%'Q77 d�••�.' -!�Iyy�'�• f t. a i � � , A� 1400 SF 55% CENTER MDMr F:ES,NY 11934 tmcnl b !1Fa VA OWiar b ba ;• 't PROPOSED ADDI- Dcpa Fria mprovalo cg.trotkh bl :,'- •' _. _ .. -- - - (651i 405-6105 Depchnent h auareoae aaN ArLcic 19 d as Slilolk Louey <T top d!Fa UA LMS tat atoll rot be locotee cyeder tiv+ ' "i rN `.:-•,I"t• �,�gym, x3!mt a Imc ern ow r«e balm iea!gins .61r :.4g..: _ - (-ri, FROP05ED COVERED a0R%H 100.0 S.F. 0.4% S,AND OBTAINED EMENiED BY INFORMATION a.Ar lrotdira I/A O rr ere rx{-ro Fa+o a hltbl 9yea 5,At a my:.-rm all ampirg maMlea>f4n nave 3?hN covcrep �f: _ ./J- .+fit.'�4' t� r C T 1 EXI5TIN&&ARA5E 565.0 S.F. 2b% OBTAMED PROM ANOTHER SURVEr DATED .r+*rramj as<prreaoym nreno.co rsvt-e rano-act Alter 4a a.:mv b g'om bcoeeC aer Te b;e:atl_wtlet '• _ .' - OGTOBER 10,2022 AND PW�AREp 6Y. hnol 9yeu oP .rxt h�hercambo weM1�alegomliNlc�enatiol be Oaaloah ecror6xe WN ae_Ncn , ( :"Y '`�$' 'gyp I ` dxoa 5' EXISTING IN-�FOOL I 6T0.0 SF. 3A% 4 YOUNG E;YOUNS Mca✓,^wa me eyxcbd to mentah m opcabar' -Pwpl I r^oPlmtle .A,i�: b_ f d Sdraik Lang Saltay Lam. 5!I d Mb atmm-e � W•�lyy, i sae'}'��y •tP ts� � TOTAL AREA OF ALL SrRUGTURES � 54ci5.O S.F. I I55% LIC.a Oa5b93 x. �' 1 e I _ ..- __.._ _ __._.._._ .....__..__-_ _ - 400 ER AVEFL'E 5 Nbrr m I/A OaiS rarvl o-ea a vc+t Nc•nn shill m veNae N Na b.Nan aarplalg aJnlm r<e e�rweo to be wtaliea'n o -.. MAXIMUM LOVER!SE ALLOT, D=20% rail d tw rplmrta Ynq r�I Vail ppn 4vn erlteM o 6-rcc•,ol a parkn9 area,tM ma.Mle wall m ees:gne N tx «` rd'++r . ( a I '2y (65!)R2T-2303 -- .d b hcba move Ge tc od fre tcp d Uw voR E-clr:c bcaYy b meet tln regWnrmts of A4^aIT6 M-30 or �y:;('v ��ayty" r Q °t'r a.•, Q� _.__-... atoll wve a nha,vm a:arlipcd�min o!13 vvtaa to tra YG-M Ieoer,9. III ,y�.Y ^ 0� � �.. '•- - � ' tM r«l h .be It b rot Ier'acrol b ' 4 vcrt�u:epsyaton a ton realmncc rad�=vere P��m ppee tc T.M autbt[inert elarctim 4a11 to o mhhan d O!Fmt beia+ ,,k�•.'S' ° !� 'T f F' � p� ••�� ova axtr-lar d as raalm..:e ma r< d la w:aa a�a hlat mr..t alm,c-t« �`:�•' � �*�. - • dcrc aam ale d hint I Foot Man Property tvaa�tle' wont . .'G W air• pipes atoll W bcaeeA o mhbrvm d 9 feet h'ae:oy Hhm+u b.SmpIN9 motolm shall bvc m aalm Aarotm of 2 lest a m yLfS (` •�` r.i't' j ma..�a,e n.nt ta.kmr blee a art'ra nnr.ee.ba.al veer aa:ea Qao 1.e«t t'y z tint ,zF: 4444 X�•�°''�7'cM _ ^t"�` T � pees m.�e eaa a minaam dmaru d z•yae a 4'`atyrt rr'^ SGTM v1000-24-1-2 W Mro shop be c rt,ohtr+m retaMron mpth eeba No aebt Mint .. `.tF - L' .%r3 '& �" a.ka alaan me al the VA O 5 mat emtam 0 5a e e aNa d aN H ea AERIAL PI-40T0 DW LUNG Depatxntb vA OW;s gMaba aor�mter•:preaawh PRIVATE WELL ~ «mrmr .�.':re erme: Approval aw nayonem d ter.al ae,+a-pipe pmenr.:wes h ere arnpl:g n,aMla aemn m J l.x•o.die as nlra.r�lw omle wmmHder rremTa¢aPr�As.• nare*ttq,: SCALE.NT5 U J 1. VA tarns tints aba be Wc:ee d precmt ea:rrera. L�TP-^-vA•Lcl.4 t', y Pax glma.polycerylwAokpraPJb^°.a`o'ncPlaatlm.w a•Jwr I.Tn corirol Final boz mua:be F.-wtsrm an o swtsele I. FLOOD MAP DATA- meterlaa'm rL.,res be nt atO,-oG IONYLRR Pedeaeal tau nc�aWCNvre that It eervea.AR - eky Na Pmel MAP a,56105- O.8- Ppper4ln TS-A M vac aP atael ee:Yn b p-ehexmc tv..say m•noway on al aublm•.an d ere an,vlre(preroobb MAP C DATE:oa/25/2ooa GONG. SGTM o wrq roam,x rot a rNay apxel.guar beaeana rm a:aaneay OVER -1000-24-I-4.1 I/A OWrS -o scptli talk to Fl--- !1b Te pmcl tin H:II Fa corbbcroo I,y lw Repo-burnt m a FLOOD ZCrs.X septic rep rent aw aw1l x sr.au wq tram sr-..re.Iv rt+ cure j�ma txae as wu w sins mau+a'.n.ra.opo- SGTM ,ELLI-24-!-I VATS NG aeaal r emaatl h aacardaba wu aecvab 5-lOi a:e s-1oa or T -IN,v 3.PROPOSED N FLO SYSTEM IS LOGAT'r� DWELLING taaae a otns DaM rrwmr m,at m clepry FULLY wITHiN PLaoD zo1.=z SGTM PRIVATE WE!1 tz�miielea m Y,a w Im d ero petal ors u,<wa a pnar:e- x1000-17r6-12 PRIVATE WELL 5.Ullm INST oa,mabe ap«Inrq ere leochlro aWetwe/>yamm L•ut to cwlm:In ease d ohm. 3.SITE PROiEGTION/51LT FpiLING TO BE 4ailaa 1,I/A OWr5 dal tc emyae F acr�reav wIM awtwn ALLED A5 REGVIR©BY THE TOM!OF DWELLING s-Im ere s-uo d Nua ae,e-sa e.t'ntarro.peal plaramene oemlw ue ay en ro no m�naea at 5dm1DLo. PRIVATE WELL ey we,dxr•atr9 pre reed ro«oeaa M wine or ue wmag A.At a mhhann,ill VA aN'rs Mm]rr:tcwM. nay a.tb SERFAGE WATERS OR Y+�TLfv4Dr hRE I epenarga to 9vm Icrdee war tln filet aN txlOteta ad marrterace. 1 aRlet Lovarassawll fX eahm 20-itch monster•+a'mSdLL ontl LOGAT©WITHIN 300'OF TiE PROPERTY Mxet-proof ioctYn cmt im covva w N Pbat:e covers at 5 The ex`✓ ri pale.aFdl be Plmed at a ecMortdr:e Fc jN Fv a�!gom Ali roier any cFinrcyahbera aroa be ma pctl h - r axe uN:FeGcral E rm-.y nneaaycmc�?gerey S.ELEVATIONS RE�E NAVD 19E5. 1 mace H:n,xatlm 54n et aaa sr«ma trgr'!.v[lam�a-a�:,remrrlea. i EXIST. war p VA O'WTS b rA to rs Imrdlw h a eHv b.Tz ratan inset Natbral p«erlm:MOHr«mran 6 5,B-11 PROPERTY DOES. A RAVE AN SEPTIC kHS aw tro w:email a ma aai a:stalaa Axon 11N Mu ax.pacn¢acb». PROFANE rTn IS�c�NT NITiTtnnI� APP CESSPOOL naroeme rszo a H-zo loaeag m malwme t`J AasvrD. ROX LOCATION r alI raw.:gg Hang mac be ram h e•x7bcl sown.Tw BAssNEs+r. I 532'44'S0'Y"I b.`-'amP gi^acr>anon ra:m pommea.e.cn m VA O.-a=_b c tt:•uat hcvc opproprbtc awls c pmvm•_9mea ud motw.rc - wlaea m rteoa or aa.age elapoaal. era�m rea�ry uG caa-o;pa:el a,s.cuo+m..ea __- LrroeeR la.zon EL.15.6' -� EL. T Y4dm adeeran tla:l rot tlbrMye too m VA Ov[15 an ew 8.p...w system pall Fee yulp�rd Nf a hetcL:orFg nuMlg xptar. TEST HOLE DATA 1 gI _-- NEW t rera+..ewa,+der sdearvi ba4Hmi:m enrutetl to .NS n• [evils =ed W,wHI elama Nat M.be.eml:u m ay.:e11 oruptmb to T.-c'Nliom WIo.9 NOQe q uo a«.va,t,d ua a:l!ena ae..w»:a ^+LDon'v-D e,EosG1EN.'E I EXCAVATION INSPECTION PEOUIRED \ EX15T.2 GAR / `T I IN BOX IODD ill DW MIN D�ttc,LS. DepaNraa mraarca a:brao-j sauce t'r•arabo to I_n GARAGE;PROP. ; i n m mrm�m amaer:e raeata e;a•n r:evfboetan ee ue DtM prowtx sal!HOLD.NY 11gT1 I FOR SANITARY SYSTEM I _ E VA o'rt-.ra•ots awl;be Hdaruy:t aw coraervcrm a•samtl o-e ty era atn meenrx (63i)765-56T. f • I GAR GARAGE erase er.rrnela twc aro r:oe aereat m e.m>aroe mr.oarn< BY HEALTH DEPARTMENT I 3 a s POOL HOUSE_ I ee«:. a.seems.tile+ere.:at eray.ee m ra,a:gavey a'a E=Ia_ 1 PROP Burl© ? EXI5TING INGROUND reaaaneww m ba w.'pr a rh o cerxai prna::nx,rams a• I ELrxT sa+.vleE f __-- (O BROOMS) ,..,>:Iz nmcrLld.L Tn yam or may-k:g ewe oe ea,netrg o pamle gere+arar m operam ua rvrml ea'm o oL l3Rowa sIL*r Le v+ POOL SYSTEM TO E ,a.'o� i ahan m a!5�,rar..an• ta,9 err•.err..pr'eayrra eaatn? p,Her owge. lD' i /, __-_.�a SLOE EL=14.80' SYSTEM rG SEE Water Ines must ba insoeLYed by the z ABANDONED PPR' 1 A i Suffolk CyuntY Davt.of Health Services. ' zL �p �w Io• STANDARDS e..:.vrn te_Ir.�Sad 5+a rt^Pq le ma eppY/-I-- veeum Fe w I.The arse}Irol jncvm boa eervia Ha�rroGr oN:bob I �s rPRGP 8 IEI•r !t G O 12 I fs1 s,awanaom,J d mma.y M reek la ac+wm I aoa or F na>t x••r<r:Igc a,e Iaram e:,tilm /A ows eexe rsmm• I Call(631)857-5754.48 hotm in _ 2.rM+b!oHe+v bA[ee err'm or die vA OwiS wrt ma:be piecc0 I^11 CP MI LP. �hu .,«am•>win ra:•.c ma'awa. s,Lr I advance,to schedule inspection{s). �' / a'o 43 it .exhg Seal tak f:l!tint Wen:+act c ouGo:teeatt w a pea eurfelt ewaq[bpaan•+a d Mea:M SerVfms•22aT: I ` / 1.. .NLNEW,4 I - obvoY«,te!semtl Par 241bvs. TEA tla tuk to Ha avid rrvert Page ai(cobreb,p m5c u Fwrab»:a,a bve a aa:nmraci I TEST 'i F ;d e1At6POLE� \ OIW titer tM za+b,.r pobd b cn:ple 1-M tut aTo:e!u m e bawe ce�c. 6 IO-Fbv pu a Tw tat y>prwee,P Hatrr bve:b MOLE tl 3' 1='a a Nc OHlcur pcloG Waal prassre rg b 9 all prys ao fic2 MrLs ma:x orvsabla a:a aa.•:mmic g.=1n2• E -�MIN NEV:HLL'SE r a.o m ammo d tollot'ul. Man xmx apenrga. TD' 1 I - CONNECTION a 1 I Q 5' / SANITARY LINE NE^ 5' � � iA}• <,Tc rle4�>nol bo otV<•mo re o acnoe,le a0 PJc rla«bee I EX15T. SGTM=1000-1-6-9.I I f i'TN L. 11 MIt1 MIN. NEW p.•1 MIK r b,d-era„x emm.m:woe tar aam,be a mpaaront x F:ama DWELLING e.o. efa:i me m ata%natl to ua rim main- eRata:nlz SEPTIC 1 r�W HrcRD- h �d Forme mna.an aw•:w,re a mlam..n con:treawva aaxtr sw ARSE sAnD PRIVATE WELL N3N 2D°o ACTION aN400 - d` t d SOoO 286-P sc•_ s the Le I�ob>e+a t'c p+'P aystc^aperctc t+:'J .e•RAVE. - Pa n_oK I _S /PEG CONTROL DIST.BOX 2 ak+u tn:<baaa swn m a mnmv a er«shwa v:bas a•a a ; PANf1 trF .irm[xel ceiYbO Sy a Han"ark Lkar..ee P-elavalor+a b'rep«aol Io-leeem d a+e•vm rwn ilChga Hlll m m-de I I/ o amfc XXX ` Yaer m rn"Ptf•'S HRn ell�p.-o--.:ata re4.ats!c.Seal N•rj N•e parp ba:prema.e PROP.ELRIED _ _________ 1 i aanetmavem...II neu:,meren am top For r�:ah rehrePehg Design Professlanal's Certlficatlon Regm' MODIFIED 2 STOR" W Z b resist«oppllm!our d 3Po Pae'ae per aggro•«e(psrl 55• PROP.ELECT. -t S 0 Submit P.E.or R.A.Certfimtlon For IV42. I I METE' z ( FR.D BEDROOM) G F 9.R e-mat curroto sec:bin ahcn tx awba Hlu ary n/+:ell G0.1 F rvbbe- an scab+[rhhl tads-ma to ASTY.L114e. WATER M PALP The Installation and Conmuc[ion of the Sewage Disposal System 14 BEDROOM) lL p L9 m _ a all aabr ppm awn ponetrdc ua ve+ebe ern,-ties d ue rw: yy EraoWN Flnt-ro use Form W WM-073 Hde-t I - -tall ba entlbtl Hleh gM u aefFer mesa�b Fo the LO.YF£ KTH DWubamt such m 13+t arw:m FIa.b1e}aln:aw ua Pr'e mow' \ p y,I.L.� .. n I �r /-•�'� aaaka lm�tl�aappe.lNa�ha�e� atrp a� I \ t�W IL iREO SRO coI•tir�rrs WATBZ B+caa+rER\ / I ��` - t ' 1 tUySp,HO Y�Ca 5.All/onb 9aii be awbo sa Ma:b:c ems b•.vtarY}rt 5m --_3g'E'er'Oit LRADE ^as o IL atpecatiwn aSl aPrloo,m B WJO rDoutaa ttmev-mt tm aom e mmat tn L roP eubrofb4e hWa Par Lrb'ermee �'t•�"{, I \ \ .-. 1 \1, /(R3OP.IW r T LirE; ANTAIN O'MIN- 'TO M i acna C.danainer+aesorsrmabav vemaabl kp+Ga raveaLne.'e arae!.ArtaL noeo lralxlnahtr'�r b_aea4ybo r rn rtic't�miti l ode eot ea �.rO ov? Ti6% __��`II ��Z�/�eI�NF_ sT �e \ . It t/ D ALON FROM 5 6E SYS SrWTE DAI e NPSE Lf)rneA o al Fo -a / 11 a:at ue Fianna uxHn n' \y T -Erb /�. ry.O--'�EOh'a... CE \ l-PORLH I1 $ - Kr�C.^ gwe:enatar.a.e meter osi elm pa•tlom,w to u ham dwvo ,Y �RE�j.R� . -N .R!O"T/teFp�.4/ v ,yG 5 6:/. tl�.wt l�b�mamaiialwrrr e�Pa..mHetar al�.a a�,la��a� � I LFACFen's s,��k r__' �ejr��>�� �\ II - F b!c,tw VA OWi5 Wt swll bo notes doe to rg r:Um move W h:gMai reccrmtl/e+pecme go-nd.afer inn me bak eeatatl m em..e:ge.baa P'a•m aymovm � /%// I _-��-��t�o�3 "W'Cr. \ it I PROJECT: �c prolawbbi MCli pbm,Y I'.W�v-awry i.-bni-yhbbo to vc Cc �� / I T5'Ml`O�� \ t�i RO I i He:aF d me:.ak(.!n m wewt:art,2h9 R Na amine d TR EI B ER balimt/Hai m d bmt�S:Fay mine 5vz M.•ekj3 d Na wadi EXIST. LINE DF R SETBACK TO TRSAT-aNT T VNVNIT�rtMAWaOL 13 SEPTIC SYSTEM ma tr by d Nn w•t(s/salI w:be ewltaee"an -- - Q -- ram,m,ag ra aro}•:er a<norh9>cell«[..aye rE�naatl e 7 I 0 2Ba�r I(o I g 405 RACKETTS COURT n v EXIST h TO I `v ORIENT,NY 11957 SUPF OUN 1 T DEPARTMENT APPROVAL Try �BE ABANDo�o RIGHT OF AA-- z --- -, H RrFERENGE . RI0-18-0081, I 4.5' ' DRAWING TITLE: R A G iG E T T 5 G O U T I EL.1 EXIST..ASPF ALT DRIVEWAY EL I-.3' --------- '---- I Z `---------------------------- J NOTES N32e44-50"E 147.0' DRiF SITE INFORMATION j /!� n ..•-.r` I Y SITE PLAN _- 41i79" / R10,1g'6®S( = PAGE: T" I Sp 10100 L �i 3 v3 - - ---- ( - ----- ------ soy ... . - -.. ._ I ��zcza f': .- :::CaTFi B ;. ,.FARMLtbatBVllr"FFFF OATE:11/02/22 1 OF 2 • C� 3'tS1fi•�' �utacv ast5' •{?E:"_v, - O 5 lO 20 2tX`LnO �50 aiei(t T.USi ba IB SRAPHIG SCALE --_.-,• a-:•-' ;-;.:^"-.r.L Submit SITE PLAN :I_'.'!: - -•l-�-05 f::0aI'' SCALE:I' IS'-0' - - -_ -'_'__•__.-��.__ f`.c It•�!;.�„• ".1--�• c3+ r��° I �O ^rT GOJ=¢A:�•- _ _ ._. ... - c=_t_SEE' _ _- '---.'_: ' C: - - - .. - - - - \>< �fr". ""�"-,•a 1' 1. ,a ti. ��f}�.Zt_ ,f 'F. _ _ _ e.c:'_c.' .-cs.=`. n!" - _ - - - __. .c_'a� i:• ac "r1, `6 3e:J-\:a.• __--__O_iEEc ____"..c _ -F = yv," - 7.- S l r I 3 ' r� t _ 8 -f s O - - Y3 S7_ -_ _ ':LR'<I7l•:�i� i�.P-- -_3EE r •c.`.�C'c>¢_:p" a'�.f:ri•,- ^YI�,4-'I d+rF '.\{ r�. ,III s - e z 54 1025 Er - - - - "_ "- - c c E n - - - "" - '..r• Y "- *an,P Y' � h - .__'EE>r A-_J.:EC-:0.+- r`_--_ _ - - AERIAL PHOTOc- .,�. c axcc.. a .-a s-c u-o°'�•+> -oro' _eW:p-�G = _ __ c-GL-t-=_O I _.✓•�•-� ' •� F,R - -_ B-E oE:•:E::'.^.`'_-rEV Y--c BE •�•• \___ I t >..rrr_e,.. .a-.ra_ - �cvo CG-_ -' __ - - _. - _�-e. _ __ _ Ercv -_\_ti-EEE\_Er•..,•--ea 0Li - F _. —all , _ _ .c _- ..,< __.,.c.c_ c.•.c n > v - "_._o,c. c =•as_c d�f ..=EHYz`- L`R�-i.< 1 ' R:_i_-..\ C 1 I _ eoo tic at _ - _ r I e e...-_a:_'r,a',c:c.+•c s T+-E":\ \En _ a.._x_o._e -..e-m n ___ _ •�� i JA'^%`=__ / _�C ram;—__._— I Q 51 n�CE:s-c- ' =�a- - - _1 j "' '- _ \ ! @:ti`i-5 � =cc- \ \;f `I •srF stab yo cct«_ -__ - j 1 I _ - -4_____h'1 I I�'� i.�'•\� E/ 11 ° I OF 14 -- - -" `•✓ :PROJECT: TREIBER _: >____ --= SEPTIC SYSTEM <_ ciao �JI ------- ------1----- I - - -- - -•- --1 - t---- ---------- --------- ---- - < , j I.cl \ �_ 405 RACKETTS COURT ORIENT.NY 11957 j /.. c ,__°_^,�J_ i � — DRAWING TITLE: l 1 - NOTES , SITE INFORMATION SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES -- --- -- ----- ------------ APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE AND J ! ''1 `A �ti . SITE PLAN Date' H.S.Ref.No.Pl`'FJxe: i \ PAGE: IJ. The sewape disposal ant w 111 supply b,,h s M this location nave been i '• 101.O O nspectedand•or ctnihed by tb�s Dep.—enl or other a9en and found to be satrsfacl y FOR TOTAL MAXIMUM OF 4 S 0 BEDROOMS Craig Knepper.P.E.;Chief U 1 I]D ZS \\ - e DATE:0----- - �'— 1 OF 2-- Office of Wastewater Management SITE PLAN HATCH KEY: CL O SITE LAYOUT NOTES: I. THIS 15 AN ARCHITEGT'5 SITE PLAN 4 IS PROPOSED BUILDING ADDITION U SUBJECT TO VERIFICATION BY A LICENSED Q PROPOSED ACCESSORY STRUCTURE O NATION O Z O SURVEYOR. THE INFORMATION ® LLJ W N REPRESENTED ON THIS SITE PLAN IS TO THE ..J ARCHITECT'S BEST OF KNOWLEDGE. PROPOSED 2ND STORY 2.SURVEY INFORMATION WAS OBTAINED Q w FROM A SURVEY DATED AUGUST 30, 2021 � � Z AND PREPARED BY: JOSHUA WICKS O Z 14 TRAINOR AVENUE ~ J ` fl k 1 � � } CENTER MORICHES, N.Y. 11434 Y Cc O O ,U T: (631) 405-8108 O 0 0 0- Ln w Z � m V _ o FADE <E : Z Q J J 00 PROJECT LOCATION & SCOPE Z qt 0 CONVERT HALF OF EX I STI NO 2 GAR C ARA E INTO PROPOSED SITE PLAN & ZONING DATA POOL HOUSE Q z 4 532°44'50"ry _ 147.00' — CONNECT TO PROPOSED IA OWTS N GENERAL NOTES U. w t4 - o ENERGY TABLE ti Lo Lo ������� DATA : STRUCTURAL DESIGN CHARTS 26.5' I NEW IO' (5-005.00 HOLDOWN, ANCHOR BOLT, DW MIN. STRAPPING, & NAILING DETAILS w PROJEC7 / ZONING DATA FASTENING SCHEDULE EXISTING 2 GAR - --- _-_ - - -- --- -- --- --= I-- GARAGE; PROPOSED I TAX MAc' # :::r 1000-17-06-05 PLUMBING RISER DIAGRAM w POOL HOUSE B 1 GAR -- GARAGE WITHIN ZONING DISTRICT R-40 NON-CONFORMING ~ C) EXISTING FOOTPRINTa 0 .00 PROPOSED DEMOLITION PLANS = EXISTING INGROUND LOT AREA 0.5 ACRES PROPOSED FLOOR PLAN J POOL Q CofO - DWELLING 8 DETACHED PROPOSED EXTERIOR ELEVATIONS & SECTION 2 GAR GARAGE #37347; 12/IS/2014 CofO - DWELLING ADDITION II #ZIOO5B; 08/01/iQ80 \ 0ofO - INGROUND POOL #21113-7; 08/1-r/1a82 APPROVED AS NOTED . SUFFOLK COUNTY HD APPROVAL PERMET =# �- # OF BED. DATE: -0�3 B,R# fr I DRAINAGE SYSTEM CALCULATIONS:5610 FEE ,�BY: jj NOTIFY BUILDING DEPARTMENT AT NEW IMPERVIOUS SURFACES= 590 Sq,. Ft. HABITABLE SPACE EXISTING PROPOSED 631-765-1802 8AM TO 4PM FOR THE 5a0 5cL. Ft. X 0.17= 100.5 - - — 100.3/42.2= 2.4 VERTICAL FT. OF V DIA POOL REQUIRED FIRST FLOOR AREA 0 S.F. 28O S.F. FOLLOWING INSPECTIONS: PROVIDE (1) 5' DIA. X 3' STORM DRAIN POOLS - 1. FOUNDATION-TWO REQUIRED DRAINAGE SYSTEM NOTE: OR POURED CONCRETE • UTILIZE DRYWELL5 INSTALLED AT PROPERTY WITHIN THE LOT COVERAGE 2. ROUGH-FRAMING 8,PLUMBING LAST 5 YEARS - ------ -- -- - - ---- -- - - ---- — INSULATION • CONTACT ARCHITECT IF DRYWELL5 CANNOT SUPPORT % LOT 4. FINAL-CONSTRUCTION MUST DRAINAGE SYSTEM CALCULATIONS FOR NEW ROOF AREAS DESCRIPTION (FOOTPRINT) AREA COVERAGE BE COMPLETE FOR C.O. • CONNECT ALL GUTTER LEADERS TO NEAREST DR EL ALL CONSTRUCTION SHALL MEET THE TOTAL LOT AREA 22,545.0 S.F. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR EXISTING DWELLING 1,400.0 S.F. 6.2Y DESIGN OR CONSTRUCTION ERRORS EXISTING DETACHED GARAGE 585.0 S.F. 2.6% EXISTING INGROUND POOL 670.0 S.F. 3.0� _ OCCUPrt V i VI I i '•a PROPOSED DWELLING ADDITION '700.0 S.F. 3.1% USE IS UNLAWFUL. FAMILY DWELLING; PROPOSED COVERED PORCH � 100.0 S.F. 0.490 ��rllTt�OUT CERTIFICATE PROPOSED DWELLING TOTAL AREA OF ALL STRUCTURES 3455.0 S.F. 15.3% OF OCCUPANC � ,- WORK FILED UNDER w SEPARATE "MAXIMUM LOT COVERAGE ALLOWED - 20% �' APPLICATION I --__--- � Ll N z < w 2 N CON/I'LY WITH ALL CODES OF NEW YORK STATE & TOWN CODES � X AS REQUIRED AND CONDITIONS OF - w _SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD o SOUTHOLD TOWN TRUSTEES PROJECT: rJ.Y.S.DEC -- c action T R E I B E R i I �'IirdmcSPer GARAGE RENOVATION .. t _ �,Nys Code 405 RACKETT'S COURT li".�' a• C TRUSS PLACARDING REQUIRED ORIENT, N.Y. 11957 w mow PLUA�I3F_R CERTIFICATION DRAWING TITLE: ' L - I ON LEAD CONTENT BEFORE PROJECT LOCATION & SCOPE CERTIFICATE DATE OF OCCUPANCY SITE PLAN &ZONING DATA Voe m c ,' �i; USED IN WATER .. . _.rr i�. .R�'¢:R�, .}� t�Cl.+ '•' - L,1 _, ,` .} '/ L SAD. PAGE: lighting III exterior $nst�lled,replaced or G-00LOO o - A - Mrt repaired shall conform to Chapter 172 of the Town Code DATE: 12/22/22 1 OF 4 R A G K E T T ' S C O U R T 147.0' � a- VaD AR SITE PLAN LOGATI ON MAP ��' . SCALE: 1" = 10'-0" -�� SCALE: NTS w r; r�a f y ,r 3S Jp• "4,,.,,,,,ter?" ..�` NOTES � SPEC IF 1 GAT1 ONE) CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS ASSRE Y I AT I®N5 a V I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = b-15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL CLASS TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER BD. BOARD INSUL. INSULATION 0 H SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK " CLEARANCES ARE PROVIDED. �� 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING,OR TESTING BY AN APPROVED BFE BASE FLOOD ELEVATION f INT. INTERIOR W Z b" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR W N GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING &LA55 DOORS,5KYLICHT5, AND ANY GLASS UNIT INSTALLED - - _J Tq GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT WITHIN W' OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, BLDG. BUILDING K KIPS (1000 LBS) F- r•I I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. W APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS BM - - BEAM MANU. SPEC.5 MANUFACTURERS SPECIFICATIONS � m La � 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH (B.O. I BOTTOM OF MAX. MAXIMUM Z 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR MANUFACTURER'S SPECIFICATIONS. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING I r ~ EQUAL. I. IDENTIFICATION: ALL I- JOI TS, S LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL J 2 >- STRUGTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE _ J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD,AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. - J 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM I- In Y AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN LI THROUGH L8. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR -� I Q O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1988 O Q C) 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, CL U) it OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC BG l NEW YORK CITY BUILDING CODE -1. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AOENGY 50REENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. - Z 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE GONT� CONTINUOUS O.G. �f ON CENTER O SHALL BE CLARIFIED WITH THE ARGHITECT/EN6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xID" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS = ; a WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OCC. OCCUPANCY I- Il= q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE Z 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE PT REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. `I• ALL WINDOW5 TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q ,4 W UNLESS APPROVED BY THE ARCHITEOVENGINEER. ANOTHER WINDOW MANUFAGTUR=R, IT IS THE RESPONSIBILITY OF THE P. G - -� 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION ONG. POURED CONCRETE J OO 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROV151ON5 OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - -- --- > 'Ct Q BEFORE THE START OF FRAMING ROOF AND IS OF COX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE Z 0) (D FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS - J T-i 8. DRY WELLS A5 REOUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. EA. EACH PLYWD. PLYWOOD Y Q LEWOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM M5055 Z }- 4 Ey cf. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE . ELEVATION P.T. PRESSURE TREATED Q Z T-1 NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED GLASS. ---- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED LPL -� N CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. - W Q A EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING RI RISER � f= � APPROVED EQUAL. EVALUATION REPORT. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA MISSILE TEST OF ASTM Elggb AND ASTM II AS MODIFIED BY 2020 NYS BG I'- :D Lo AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR&LAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM Q Q PERMISSION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR e"I J O UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE R AUIRESMA IIS. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 12. THE BIBLE OR IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE - - - RESPONSIBLE FOR DESIGN INTENT ONLY. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR EXCEED b'-O" AND AT EVERY &'-0". GOVERNING BUILDING, CODE, AND ANY ADDITIONAL REQUIREMENTS AS FLOOR AREA RATIO STL. 1 STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN b' SHALL W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT 1 S.V. SMART VENT G-DD3. 1.5. PREFABRICATED WOOD TRUS5E5: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVI5IONS OF THIS DOCUMENT,THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL F- IG. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING Sl11LDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD :-ELECTED IN ACCORDANCE WITH TABLE RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R30I.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT f FF ELEV. FIRST FLOOR ELEVATION 1 TEMP GL. TEMPERED GLASS LLJ BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 67-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS I THK. THICK = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I&. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL [FOUND. FOUNDATION T.O.W. TOP OF WALL DI V J AND ORDINANCES. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM - - FLOOR SHALL NEVER EXCEED A I6' SPAN. WALLBOARD, ASTM 03-7 SPECIFICATION FOR GYPSUM LATH, OR ASTM C'7q RGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. F �� Q THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING PLUMBING FR. FRAME TYP. TYPICAL AS PER PAGE 0-005. I.-1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) - I'T. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF SYSTEMS TO NYS PLUMBING CODE AND NY5 DEC, REGULATIONS. FRPR. 1 FIREPROOF U.O.N. UNLESS OTHERWISE NOTED 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.b HARDBOARD SIDING. " ARGHITECT/ENCINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. FTC. FOOTING INERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.b STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, 510KNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL AND AT BASE OF VERTICAL WASTE PIPES. - - INJURY TO OR DESTRUCTION OF TAN61Esl_E PROPERTY (OTHER THAN THE WORK CONTRACTOR I5 TO INSTALL HARDWARE THAT I5 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. [HOLD DOWN 1 W/ WITH p' ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/b" PER \ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOOT. HDR HEADER ��WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - 1 EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: HNOR I HANGER ZR ZONING RESOLUTION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - V15H WASHER.........................................2" --- PARTY INDEMNIFIED HEREUNDER. BE LIABLE RECARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART 8Y A A. TRUSS JOIST McMILLIAN I.qE MIGROLAM - KITCHEN SINK........................................2" HOR. HORIZONTAL 1� l E. GEORGIA PACIFIC 2.OE 6-P LAM 1.6.2. ORIENTED-STRAND BOARD (055), WAFERBOARO ORIENTED-STRAND - LAVATORY...............................................2" Ib. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - SHOWER/TUB..........................................2" BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING,NAILING, PLACING A. TRUSS J015T McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY - TOILET.........................*"'**..... ......*'**..........3" OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (1052) PERFORMANCE VOLUNTARY PRODUCT - LAUNDRY .................................................2" TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - FLOOR DRAIN..........................................3" 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. - -- -------- APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ¢ AND SPECIFICATIONS OF WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL THROUGH ROOF. INSULATION � FENESTRATION REOU I REMENTS AUTHORIZATION OF THE ARGHITEGT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY ---- _ Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 51400 DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE -1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AN7 CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. DRAIN GOOKS AS REO'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PROTECTION. COMPONENT VALUE CITATION (PER 2020 NYSEGGC) COMPLIES OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED _VALUE = 025 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. -- EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 020b STANDARD SPECIFICATION FOR WITH BACK FLOW PROTECTION. AI MAX.U-VALUE = 0.52 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX'AIR LEAKAGE = 0.30 GFM/5F YES HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL PER R402.4.5 4 TABLE R402.1.4-CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN HEALTH DEPARTMENT STANDARDS AND REGULATIONS. _INSPECIFICATIONS, UNLESS NOTED OTHERNl15E. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT eE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. R-4q SPRAY FOAM INSULATION MIN.R-VALUE = 4q GEILIN6 R-VALUE MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR 1" THICK(R=�/INCH) PER TABLE R402.L2-CLIMATE ZONE 4 22. PROVIDE FIREBLOCKIN& AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL TO CONGEALMENT OF PLUMBING. --- - EXTERIOR(2'x4")WOOD 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GODS EVALUATION FRAME EXTERIOR WALL R-IS CAVITY GATT INSULATION MIN.R-VALUE = 13(CAVITY) +5(CONTINUOUS) YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE OL05ER THAN 5/b" TO THE EDGE OF THE STUD. REPORTS. 11. NOTGHIN6 AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. R-VALUE R-5 CONTINUOUS' RIGID INSULATION PER TABLE R402.12-CLIMATE ZONE 4,NOTE H COPYRIGHT PROTECTION ACT OF L L (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL NOR ANY POTENTIAL DAMAGE THEREOF. [FLOORMIN TAB LUE = Iq R-VALUE R-30 GATT INSULATION PER TABLE R4o2.12-CLIMATE ZONE 4 YES 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."i. CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, --- -- I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PAGE 0-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 16.2.1 SQUARE AND COMPLIANCE STATEMENT: STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 5GREW5 (INCH SERIES). To THE BEST of MY KNOWLEDGE,BELIEF,AND PROFESSIONALVATINCO STRUC IONNT,THESE PLANS AND SPECIFICATIONS ARE IN z NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ELECTRICAL: COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING GRAFTER 4[RE]. Z STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLOOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG, SCREW5: LAG SGREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'s). ASME 6I6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). TO 2011 NATIONAL ELECTRIC CODE, NFPA '70 AND 2020 NEW YORK STATE 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLOOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. ENERGY CONSERVATION CON57RUGTION CODE. �0j WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON (AF4PA) AMERIGAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, COMPLETION OF WORK. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: PLUMBING CODE. SECURE w/(2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 - GENERALLY,VERIFY OR PROVIDE HARD WIRED EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND SMOKE DETECTORS w/BATTERY BACK-UP IN: Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM Ab53,STRUCTURAL QUALITY, ---- MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL A. EACH SLEEPING ROOM HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TABLE �301'� CLIMATIC, $ GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S B. OUTSIDE OF EACH SEPARATE SLEEPING CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION CODE EVALUATION REPORTS. AREA IN THE IMMEDIATE VICINITY OF ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS T• CONSTRUCTION CODE. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, " THE BEDROOMS (GENERALLY THE HALLWAY) GROUND SNOW LOAD 25 LBS U.D.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4 BENT PLATE b' LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD TR E I B E R w/b" RISE 4 w/(2) 5/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES, AND STAPLES. C. EVERY LEVEL OF DWELLING ALLOWABLE SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - GARAGE e RENOVATION `/a ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RE51DENTIAL SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B CONSTRUCTION;55TD 10-qq AND 201b SEC HIGH WIND EDITION WOOD FRAME GYPSUM WALL BOARD AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I60 CONSTRUCTION I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, COMPOUND METHOD. SEISMIC DESIGN CATEGORY B FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2,2.-1, 50REW5: SCREWS SHALL COMPLY WITH ANSI/ASME B 0.6.1 INTERIOR WALLS 4 PARTITIONS H/I80 2. ALL GYPSUM BOARD SHALL BE ON WALLS AND CEILING, UNLESS WOODSGREW5 (INCH SERIES). WEATHERING SEVERE 405 RACKETT'S COURT 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2506 OF IBC SHALL DEEMED APPLICABLE. FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" ORIENT N.Y. 11957 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. 5/b", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS 3. METAL PLATES, CONNECTORS, SGREW5, BOLTS AND NAILS EXPOSED ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET TERMITE MODERATE TO HEAVY AREAS SHALL BE STAINLESS STEEL EC HOT DIPPED GALVANIZED. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING DRAWING TITLE: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 IGE BARRIER REQUIRED YE5 4. WHERE WINDOW5 AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOT-1 OF CRIPPLE STUDS, HEADER STUDS TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND RAFTERS EXCEPT WHERE COLLAR TIES OF I xb' OR 2'x4" LUMBER IS ALL OPENINGS. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. b. FASTEN OYP5UM BOARD AS PER FASTENING 5014EMLE ON PAGE 6-005. STRUGTURAL DESIGN L0,4D5 PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY INSULATION USE LIVE LOAD [DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED I -00200 FIBEROLAS5 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. - - ■ b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED FOIL TO BE PLACED TOWARD WARM SIDE. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN BOLT DIAMETER OF J" AND 3"x3"x�" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2• PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY DECKS 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN GONGRETE/MASONRY CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE DATE: 12/22/22 2 OF 4 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS FOUNDATION WATERPROOFING. PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf - el" R-50 FOR FLAT CEILINGS - 6.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf SLEEPING ROOMS 30 psf 15 psf STAIRS 40 psf 15 psf CC,.° <�: 411 �y +* `{� �Jb GUARDRAILS AND HANDRAILS 200 psf 15 psf ' 12 psf FOR ATTIC err ✓4t'~�"�i"y ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR OATH. �P -•-• " A "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE '7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) NA I La I NO/STRAFF I NO @ W I NDON/DOOR HEADER T�'�I SAL- NA I La I N�/STRA��I N� R�OU I R�M�NT� FOR FASTENING SCHEDULE A a 0 UFL= I FT/ SHEAR/ a LATERAL Y `4I ND RES I STAN(E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS in ~ cy) NOTATION: 0 A - NUMBER OF Sd NAILS® EA. END OF STRAPPING(2015 WFGM,TABLE 3.77,P. Ocl) (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, OPENING FRAMING REQUIREMENTS) J CNII AND ROUGH rl B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B,P. 291) "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) F= � ALL NAILING IS A GENERAL SPECIFICATION IT APPLIES UNLE OTHERWISE SS NOTED G - NUMBER OF FULL HEIGFfT KING STUDS ® EA.SIDE OF HEADER(2018 WFGM,TABLE 3.230,P. 292; � uJ ALTERNATE AS PER TABLE 3.23D,P. 293) *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) LLI D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE A D (2019, WFGM,TABLE 5.-1,P. 189) FASTENER SPEC. FASTENER Z E - NUMBER OF JACK STUDS® EA. END OF HEADER(2018 WFGM,TABLE 322F,P. 288) II DESCRIPTION Q Z G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE CONNECTION A NA I L I N0 0R I D AND QUANTITY SPACING (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.&,P. 19I) —� B - ROOF CEILING FRAMING U.) 2 - I.DIM's ARE ALL MIN.Vs BASED ON USE OF ONLY A Ibd O COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER a Ln it FASTENING SCHEDULE B Yam_- -'""� AT RAFTER TO RIDGE ' 2 2.HOOD 15 A55UMM TO BE D,F,#2 d BTR. IN DRY USE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS R.R. 2. iv SERVICE Z (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) f CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O A NOTATION \n 0 (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 0-003 EACH LAP O FOR STRAP - 3 8 d COMMON HOLES,SET NEW MEMBER. A B G D E F G NAILS ® EA. END OF STRAP. 0 • • , ROUGH 4.No MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL) 9-I6d COMMON EACH LAP Q W OPNG FOR ROOF SLOPES UNDER 5:12 WITH CAJ G.TI7E5 j(2" • • 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO J_ ROOF SPANS OF 24OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 40" ANGLE,SEE "'--..� COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE 2 I I I I I 6RAPHIG BELOW) > d' O USE 4 8 d COMMON NAILS ® X Z 0) (0 EA. END OF STRAP FOR ROOF 6. DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING To RAFTER (TOE-NAIL) 2-8d COMMON EACH END i 4'-0" 4 I 2 2 2 2 SLOPES OF 5:12 AND GREATER. OR 410N 12.4-PLACEMENT OF NAILS d SPIKES d TABLE PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" 5 1 3 3 3 3 RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END 2: } 4 (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) — CONNECTION BI � B2 Z � 8'-0" 7 2 3 4 4 4 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING U W (D CONNECTION: LO _. . -- -- — FOR STRAP - 3 8 d COMMON NAILS �2- TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT 0 J O EA. END OF STRAP:ElEl .i TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE SEE WHEN IN TOWN OF ISLIP OR NAILING NOTE GEOMETRY EXCEEDS THAT PERMITTED IN f I • ' MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. W SIMPSON # H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES ` FOR 70ENAILINO - 3 8 d COMMON NAILS • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD W CONNECTION • FOR G.J. TO R.R. - GI 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, ` REQUIREMENTS FOR __ _ 2-I6d COMMON ',2 PER FOOT V RAISED G.J.'s (WHEN FOR EA. PLATE TO STUD ABOVE $ OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (PAGE-NAIL) U J APPLICABLE) COMMON NAILS FOR G.J. TO G.J. - 9 16d COMMON NAILS FLOOR FRAMING Q CONNECTION Cl 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-95d COMMON PER JOIST 4" FRESH AIR VENT i L THROUGH ROOF BRIDGING TO JOIST (TOE-NAIL) 2 Sd COMMON EACH END O I BLOCKING TO J015T(TOE-NAIL) 2-8d COMMON EACH END 3"I PROVIDE "ABESCo FP200 FIR AT STUD TO FLOOR ASSEMBLY I EXPANDING FOAM" (OR EQUAL) G2 ° TO STUD CONNECTION: i AT ALL PENETRATIONS IN FIRE . I i BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK RATED WALLS AND TOP PLATE (TOE-NAIL) FLOORS/CEILINGS. PRODUCT G 1 ° FOR STRAP - 3 & d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CONFORMS TO ASTM E 814, E NAILS ® EA. END OF STRAP A5TM E b4, AND UL 1471 ti ° I { I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-bd COMMON PER JOIST ° ,j I FOR EA. PLATE TO STUD ABOVE d OR I BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST KITCHEN HALF BATH NOTE: € ALL PLUMBING WORK BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT SHALL CONFORM TO r LOCAL PLUMBING CODE M • o ;2''' 2"1 2 1 ROOF SHEATHING J IL STRUCTURAL PANELS: INTERIOR ZONE 6d COMMON 6" EDGE / 12" FIELD SOLID PROVIDE F.A.I. CONNECTION DI D2 BLOGKIN6 PERIMETER EDGE ZONE &d COMMON b" EDGE / 6" FIELD ® EA.BAY &ABLE ENDWALL RAKE OR RAKE TRU55 W Bd COMMON 4" O.G. UP TO 9" RAKE OVERHANG 14, 1 - AT STUD TO FLOOR ASSEMBLY TO SILL CEILING SHEATHING -- L PLATE(S) CONNECTION: D2 - GYPSUM WALLBOARD 5d COOLERS T' EDGE ✓ 10" FIELD G.O. FOR STRAP - 3 8 d COMMON NAILS ® EA. -- El END OF STRAP (WRAP STRAP UNDER SILL PL.) I WALL SHEATHING S ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW d COMMON NAILS STRUCTURAL PANELS BAGKFLOW PREVENTION: I I Sd COMMON 6" EDGE / 12" FIELD Q a e 1 N d ALTERNATE CONFIGURATION - ABOVE STUD TO ' PROVIDE BACKWATER GYPSUM WALLBOARD 5d COOLERS 7" EDGE ,/ 10" FIELD � FLOOR CONNECTION w/ # LPT4 SIMPSON (OR -- �`� 8d NAILLS m EA. -- W VALVES IN COMPLIANCE WITH a a ° ------- Z PG 1715 4 BG 5501.1 STANDARD/ALTERNATE EQUAL)® PLATFORM TO SILL PLATES OF EA.STRAP TO AMENDMENTS TO ASGE 24-05 EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 SECTIONS'T.3.3 d -1.5.4. ALTERNATE USE O SIMPSON H25A) -- - — 0 STRUCTURAL PANELS: � CONNECTION E — -- I" or LE55: Sd COMMON 6" EDGE / 12" FIELD W GREATER THAN 1": IOd COMMON 6" EDGE / 12" FIELD cr 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W / AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER i�L.UMB I NC RISER — DRAIN / MAST ANT a a a PLATE(5) CONNECTION SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. SCALE: NTS ` ° a a d 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: FOR STRAP - 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. .) - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH TR E I B E R " - ° d END OF STRAP (WRAP STRAP UNDER SILL PL e ° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE d° ° 9 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. GARAGE RENOVATION _2_ _I6_ d COMMON NAILS 405 RACKETT'S COURT ORIENT, N.Y. 11957 SFL= I Ci I NC5 OF TOF FL=ATE GABLE ENDWALL o BRACING/STRAPPING DRAWING TITLE: a TOP PLATE BLOCKING 2 FOR RAKES 12'OR HOLDOWN, ANCHOR BOLT, }--- SPLICE —} BAYS BACK® LESS PROVIDE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING O 12' O.G. STRAPPING & NAILING DETAILS LENGTH FOR WIND - EXPOSURES B40 - FOR WIND - EXPOSURES B40 - 4'-0" O.G. TO AGHEIVE RAKE O.H. NOTE: ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE ALL PLUMBING WORK SHALL CONFORM TO PLUMBING RISER DIAGRAM LOCAL PLUMBING GORE BUILDING MINIMUM 5PLICE'",4 BUILDING MINIMUM SPLICE'"-4 DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT) TYP.STRAP w/(3) PAGE: KITCHEN HALF BATH LEGEND 12'-0" 2'-O"/2'-b" 12'-0" 3'-O" Sd NAILS EA. END OF EA. STRAP HOT WATER R SUPPLY I6'-O.. 3'-O"/3'-9" 16'-0" G-003mOO 4'-0" TTIG T A O BL GOLD WATER 20'-0" 4-0",/5-0- 2'-O" 0'-0" I 1 :� TANKLESS SUPPLY OGKIN6 2 BAYS I I ELECT. WATER 24'-0" 4'-0"/5'-0" 24'-0" b.-O.. BACK® 4'-0" O.G. IT 3 PROVIDE ABESGO FF200 FR 3 OF 4 1 I V HEATER (OR " DATE: 12 22 22 zl �v 1 1: EQ•) EXPANDING FOAM" (OR EQUAL) 1 1: 28'-O' 5'-O"/b'-3" 28-O 'i'-O" AT ALL PENETRATIONS IN FIRE �ry 1 n m RATED WALLS AND Q Q4_r FLOORS/CEILINGS. PRODUCT 52--0"L =---------r-=------� CONFORMS TO ASTM E 9>14, SECOND FLOOR ASTM E 84,AND UL 1479 36-0" 7'-O"/8'-9" 56-0.. I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51146 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE I LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" S'-O"/10'-O" 40'-0" BLOCKING 2 BAYS PROVIDE AN EQUIVALENT NUMBER OF NAILS r L..—..—.. _.. BACK® 4'-0" O.G. �•�� ��� 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-b° 50'-O" TO PRIVATE TYP.STRAP w/(5) ` + IN EXPOSURE B � WELL Sd NAILS EA. END .a �, � „ „ „ „ „ OF EA.STRAPN fi• < 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12' 60-O Ib-O I' HEIGHTS FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT ;3•.:; ' - G LATERAL LOADS SHALL BE MULTIPLIED BY H/8; �{ ;' r' FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O" 14'-0" -To.-O..-To.-O.. 19'-O" FIRST FLOOR � Ted I NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR U M B I 1 RISER SUPPLY' I Y (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): ✓V L. I 80'-O" I6'-O" 60'-0" 22'-0" 0 WALL- 1.12s 7�a )3 7A�!, 9' 1 ��� SCALE: NTS l WALL HALL- 1.25 BLOCKING 2 BAYS II' ALL- 1 375 THIS COLUMN w/MULTIPLIER BACK® 4'-O" 12 WALL- 15 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL OE I�l ,i f I I " I ER L S� '� 50L. E**�r : W W ALL NEW R S SHALL BE MARVIN "ELEVATE" SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003"FOP, NAILING B DOOR SCHEDULE a O STRAPPING DETAILS. EXTERIOR FINISH TO BE "PEBBLE GRAY"; 3-2 DIVIDED LITES AT EVERY PANE - --"_- Q NEW PARTIAL HEIGHT - EXISTING TO BE DEMOLISHED WOOD FRAME L.G. STL. WINDOW CHART DOOR - MATERIAL UJ O Z O WHEN APPLICABLE) - -- - - -- _ - -- --- TAG DESCRIPTION MANUFACTURER O Q � NOTES J = � EGRESS ~ EXISTING TO REMAIN O W NEW WOOD FRAME (L-0. NEW FOUNDATION WALL TAG TYPE MODEL # ROUGH OPENING WINDOW DIMENSION CLEAR WIDTH HEIGHT O d� W Lu � OPENING � � Q STL. WHEN APPLICABLE) WIDTH HEIGHT 1 WIDTH HEIGHT NEW I-HR FIRE RATED � � EL5FD16065 OXXO J MIN. (2) 2"x4" STRUCTURAL -- --- == --- 101 4 PANEL SLIDING MARVIN 15'-q" 6'-"f 15-10 Xb-8 R.O.; MODEL# 0 w Z WOOD FRAME (L.G. STL. LJ POST FOR 4" WALLS A (5) DOUBLE ELPH3040 3W 7-5 3-4 J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -- --- 102 SWING JELD-WEN 2'-O" b'-8" • ~ Lo Y �_� POST FOR b" WALLS), U.D.N. B DOUBLE HUNG ELDH3040 HUNG 2'-6" 3'-4 2'-5" 3'-3 -- - L. O O O NEW 2-HR FIRE RA - - - -- -" - --�I OVERHEAD O O WOOD FRAME (L.G. STL. GARAGE DOOR if m -O" • I� -J H.O. TO SELECT STYLE 0- WHEN APPLICABLE) Z O FLOOR PLAN NOTES <cl Q O DOOR NOTE: LLJ Z � I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON Q J NATURAL LIGHT VENTILATION PLANS BY 'JELD-WEN' (OR EQUAL). 00 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT ON 12'-O" B 10'-I" (HABITABLE SPACE) PLANS BY 'THERMATRU' (OR EQUAL). Z 0) 3.DOOR TYPE TO SELECT C) 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 J FLOOR AREA 280 S.F. 5. INSTALL AS PER MANU SPEG.'s Z 6.PROVIDE (2) 2"x5" HDR., U.O.N. O� BENCH d BBIES � % REO. S.F. PROV. 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING Q Z � _ GU_ , `I to LIGHTING;MIN. &% ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. c J N EXISTING PORTION OF - -- 22.4 S.F. 105.0 S.F. LL W (D O - OF FLOOR AREA Lo cr � WALL TO BE REMOVED , 5 in I SMOKE DETECTOR / GO DETECTOR NOTES: FOR NEW DOOR n N i(� VENTILATION;MIN. O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT I _ Lo o0 4% OF FLOOR AREA 11.2 S.F. 54.0 S.F. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR O l J v IIII -n I � v � O HARD WIRED B �TO EACH OTHER w/BATTERY BACKUP. � J 0 a 2.INSTALL ALL AS PER MANU. 51=EC.'s `X O IIII `X O = 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR III ! I tv= WO IN COMPLIANCE WITH LOCAL CODE IIII 5'-5" 5 N w Lu X ® N X ® 6 X w WINDOW NOTE: lu O I. ALL NEW WINDOWS a DOORS SHALL BE MARVIN w EXISTING 2 I I \"-CATHEDRAL-\ T- GAR GARAGE CASEMENT, DOR MA UN6, OR 6LIDIN6(AS NOTED); Q � INSTALL AS PER MANU. SPEC.'S. FOR V GEILINE n-a SUBSTITUTIONS, SEE NOTE #9 IN "GLASS WINDOWS W ABOVE 3: AND DOORS" ON PAGE 6-002 IF CASEMENT u H- V _ z - WINDOWS - ALL GSMNT WNDWS SHALL HAVE = J EXIST. 2"X6" RIDGE I I O _ _EXIST. 2"X6" RIDGE _ _ NEW (2 175"x9S" 2.OE _ _ _} 'n STRAI6HT ARM HINGE WHEN V J 6P LAM RIDGE cV 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WASH EXISTING WINDOWS TO �ll� _ 3.ALL 6LAZIN6 WITHIN 18" OF FF TO BE TEMP. 6L. Q BE REMOVED IIII X O 4.SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND 4C_° I II I III PROPOSED I � WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A PROPOSED O a MINIMUM (2) 2"XS" HEADER U.O.N. IIII POOLHOUSE a EGRESS NOTE: GAR GARAGE I - v J N ZEX15TINO IN-GROUND 260 S.F. 28 EX I STI N6 I N-GROUND0 S.F. O / IN COMPLIANCE WITH NEW YORK STATE BUILDING � I I ( - CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SWIMMING POOL .9 5WIMMING POOL E <. GRESS SHALL BE FOLLOWED: )( NET CLEAR OPENINO........... 5.1 S.F. I ! to NET CLEAR HEIGHT............... 24" MINIMUM ij ® I I I NET CLEAR WIDTH................. 20" MINIMUM x I I I 13 O O4 TYPICAL BATHROOM NOTE: EXISTING GARAGE L- - T- _ DOOR TO BE REMOVED SGU.FT. l - WALL BOARD cV I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN OREFR• I i`' ALL BATHROOMS 103 2) 'l.k LVL-HDR. 3 th 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS_ _______________ - - O NEW TILE FLOOR: � I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 3.NEW CONCRETE FLOAT TO LEVEL EXISTING 6ARAOE _ p SLAB d O PROVIDE J" TYPE "X" GYPSUM BOARD AT WALLS AND CEILING OF EXISTING 6ARA&E. FROPOSEID FLOOR PLAN PROPOSED DE-MOLITION PLAN 280 S.F. HABITABLE Sfi AGE (FOOL HOUSE); 5C10 S.F. OROSS AREA (POOL HOUSE OARAOE) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 4 BUILDING SECTION NOTES I _ - _-� -- _.. _- -_ w ONEW ROOFING NOTE (TYP): 2 0 I. INSTALL NEW ROOFING AS PER ELEVATION NOTE 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO +• 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS ® - -- - --- OVER 3.INSTALL 15 # BUILDING FELT(U.O.N.) OVER A 5 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) - 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REO'D) 6.PROVIDE RIDGE VENT(AS REG!'D) 3 U L I I u 11 ~ FLASH ALL VALLEYS b .INSTALL DRIP EDGE AS REQ'D 4 2 4. INSTALL ALL AS PER MANU. SPEC.'S - - - -- - - I F171 TYPICAL ROOF d CEILING CONSTRUCTION: E I 3 I I PROJECT: O EXISTING ROOF STRUCTURE TO REMAIN. PROVIDE MINIMUM - J�-- IM 6 E � 1.� 1I_1 �� - TR EI B ER ADDITIONAL STANDARDS AS LISTED BELOW: El 1-71 ���>--L�-�-1-�-� ���� � �l • NEW ROOFING AS NOTED • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD ALIL SEAMS) - 103 I1�1A_I iLtL I II LIL -MU I, 10I 11 GARAGE RENOVATION • R.R.,G.J., 8 G.T. AS NOTED ON PLANS (® SPAN5 OVER 8' 0[Ell FF11 F.F. INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) - - -- • MIN. OF R-49 SPRAY FOAM INSULATION -" TYPICAL EXTERIOR WALL CONSTRUCTION: SECT I O I`}�I l I -I/A-1 O I ViEST ELE\/AT I ON (FRONT) SOUTH ELE\/AT I ON (fig I O HT 51 DE:) 405 RACKETT'S COURT O EXIST. EXT. 2"X4" WALLS TO REMAIN. PROVIDE MINIMUM ADDITIONAL 5TANDARD5 AS LISTED SCALE: 1/4" = 1'-0" _ _1 SCALE: 1/4" = I'-O" SCALE: I/4" - I�-O ORIENT N.Y. 11957 - BELOW: • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. 5HEATHIN5 (BLOCKING ® ELEVATION NOTES DRAWING TITLE: ALL PLYWD SEAMS) PROPOSED DEMOLITION PLANS • 2"x4" STUDS ® I6" O.G. w DBL. TOP PLATE • PROVIDE SPRAY FOAM(R- OI • WINDOW BY MARVIN • 5/5" GYPSUM BD. WALL FINISH; 21);PLUS R-4 BAIT ELEVATE SERIES DOUBLE-RUNGS PROPOSED FLOOR PLAN INSULATION TOTAL R-25 • EXTERIOR FINISH "PEBBLE GRAY" PROPOSED BUILDING SECTION • 3-2 DIVIDED LITES AT EVERY PANE ONEW SIDING NOTE (TYP): I. INSTALL NEW 51DIN6 AS PER ELEVATION NOTE PROPOSED EXTERIOR ELEVATIONS 2."TYVEK" HOUSE WRAP (OR EQUAL) 2 AZE ALL EXTERIOR TRIM TO BE 5-1/2 HITE 3.INSTALL ALL AS PER MANU. SPEC.'S --� K, W 4.PROVIDE ALL NECESSARY TRIM FOR PROPER - PAGE: INSTALLATION TYPICAL SIDING: 5.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL I. ALL SIDING HAS BEEN PREVIOUSLY APPROVED BY SOUTHOLD TOWN HPG;ANY DEVIATIONS FROM MATERIAL - ® L O NEW TILE FLOOR: _ ___-_ - _ ___ ___ 5 I. NEW TILE FINISH (H.O. TO SELECT) UPON d COLOR STATED BELOW NEED TO BE VERIFIED WITH ARCHITECT BEFORE PURCHASE 2. SEE NOTE AT BUILDING SECTION FOR MINIMUM 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON - - --_--- _- CONSTRUCTION STANDARDS 3.NEW CONCRETE FLOAT TO LEVEL EXISTING 6ARA6E SLAB 6 � IL ALL 51DIN6 TO BE "NUCEDA R" DATE: 12/22/22 4 OF 4 NEW WALL FINISH: COLOR: ARGOS (GREY) I. PROVIDE 6" HORIZONTAL SHIFLAP THROUGHOUT POOL 1 U1 STYLE:R000HSAWN SHINGLE • 51ZE: 4.5"-10.5" WIDE AND IS" TALL WT' EXPOSUREHOUSE INTERIOR WALLS;FINISH TO BE WHITE ItLU-1 2. CEDAR 6" T46 GEILIN6 uttLiull B U1lJ TYPICAL ROOFING: O4 I. ALL ROOFING HAS BEEN PREVIOUSLY APPROVED BY d� II I SOUTHOLD TOWN HPG;ANY DEVIATIONS FROM LI�I �J�IJI_L� I �I LI - MATERIAL 3 COLOR STATED BELOW NEED TO BE LL � ITAILLu _I I I I �I I I I I_ VERIFIED WITH ARCHITECT BEFORE PURCHASE SD IUI lull I ICI II JI ILIUI 11 Illl I LUI I �I _� 2. SEE NOTE AT BUILDING SECTION FOR MINIMUM CjC CONSTRUCTION STANDARDS C��„ r�.( IVl F.F. Hufl ! Ch , .f -p ALL ROOFING TO BE METAL SHINGLES BY "BERRIDOE" ,.A • COLOR: CHARCOAL GREY • STYLE: VICTORIAN SHINGLE EAST ELE\/ATI ON (R JR) • SIZE- WIDE AND 12" TALL SCALE: 1/4" = 1'-0" NEW 6" SEAMLESS GUTTERS s DOWNSPOUTS; WHITE, ROUND ALUMINUM (TYP.)