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Home My WebLink About49993-Z ho�*oF souTyO`° Town of Southold * * P.O. Box 1179 y 53095 Main Rd °��oo►m�, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45852 Date: 12/19/2024 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 44632 Route 25 Southold, NY 11971 SecBlock/Lot: 86.-6-31.3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/23/2023 Pursuant to which Building Permit No. 49993 and dated: 11/03/2023 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: Accessory pool house with outdoor kitchen and firepit on an on-grade patio as applied for. The certificate is issued to: Joseph Brantuk,Patricia Brantuk Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R240373 ELECTRICAL CERTIFICATE: 49993 11/20/2024 PLUMBERS CERTIFICATION: Richard J. Cannarella 10/8/2024 A ho ' ed Signature g�FFo�r TOWN OF SOUTHOLD c�dy' BUILDING DEPARTMENT H x` TOWN CLERK'S OFFICE "oy • 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#: 49993 Date: 11/3/2023 Permission is hereby granted to: Brantuk, Joseph 44632 Main Rd Southold, NY 11971 To: construct accessory pool house as applied for. At premises located at: 44632 Route 25, Southold SCTM #473889 Sec/Block/Lot# 86.-6-31.3 Pursuant.to application dated 10/23/2023 and approved by the Building Inspector. To expire on 5/2/2025. Fees: ACCESSORY $526.50 CO-ACCESSORY BUILDING $100.00 Total: $626.50 Building Inspector OE SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 .c�ly� sean.devlin(c�town.southold.ny.us CoUNI`l, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Brantuk Address: 44632 Route 25 City:Southold st: NY Zip: 11971 Building Permit#: 49993 Section: $$ Block: 6 Lot: 31.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Drago Electric License No: 44135ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heaters 2 Duplec Recpt 11 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 13 4'LED Exit Fixtures Sump Pump H H Other Equipment: DW, W/D,. Minifridge, Garbage Disp., 100A Sub 20 Circuit/ 20 Used (3) 120Combo (4) 115Combo Breakers Notes: Pool House w/ BBQ Outdoor Kitchen Inspector Signature: Date: November 20, 2024 Copy lid I 1'1 DEC 1 3 2024 L Town Hall Annex Bu 802 -54375 Main Road P.O.Box 1179 cz;- C42. Southold, NY 11971-0959 15* BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION. Wte,: f Building Permit NO; Owner: (Please print) Plumber: IVA (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. (Plumbers Signature) Sworn to before me this day of 20_2� Dtry Ad, ,,,_,, Notary Public, County -IDARC EE-AUFENANGER NOTARY PUBLIC,'STATE OF NEW YORK ReglEstration,No.0IA00019644 Qualified in Suffolk County Commission,Expires January 9,2028 ho�aOE SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC O!N '] FOUNDATION 1ST [ . [ ] F NDATION 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: q 4 �wnJAv/x�� cf/Ayti"WA6 W( 'V4 (�k. DATE INSPECTOR IFSOUTyolo i-� LA "' J Z.- -- # TOWN OF SOUTHOLD BUILDING DEPT. °y o tm,� 631-765-1802 INSPECTION [ _ ] FOUNDATION 1 ST/ REBAR [ ] 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: G G u Si W( rQS- orb dr ( lfeg Joev / i- 6 - j us 4- L^Jar omef rt e, �- U ors TD cz (nI I re l . U`� DATEf INSPECTOR SOUTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. 'rou�+�a� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ ] I ULAT OWCAULKING ip [ ] FRAMING./STRAPPING [ FINAL 4I✓�_ [. ]: FIREPLACE &.CHIMNEY [ .'] FIRESAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION { ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ] .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL L REMARKS: tim tvv� 610d 3 Wk" Cal w m DATE 0 INSPECTOR OF SOUIyO� 2- �4 # # TOWN OF SOUTHOLD BUILDING DEPT. u�m,� 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] 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:LAL el c� AM 1 �- �� tic V&d e -4- SIA cf DATE INSPECTOR i t 1 I i 44632 MAIN ROAD SOUTHOLD Photo Report AM P Architecture Design + Build l N O V Z 0 2024 t 11/20/24,8:45AM IMG_4620.jpg a 1 1 t AAA " � *�._ l d S � � 1 ■� ti _ -4 �` •`` P p 1 . F ems-' Nom �]'�. ;• � +R" ( r• - _ a1 j a 1'/>" Rif >�•^� r{ � t , c3 l ^l ^� s ,.. ��• dAir- je �• �.j �f i(f ,. ( �lam, 4t�. Js r 'Ilk 1.` -� .4 , Y 4 All httos-//mail.aooale.com/mail/u/0/#search/brantuk/FMfcgzQXKDhjgNLmMhtNfRtxWPGNgHxK?projector=l 1/1 11/20/24,8:45AM IMG_461g.jpg '• , 1 ! - '\ A. -i - ,-•_ �'+; ' � � ti.•` Ate., \ ,. \ !t _ /• `\ � *',-Y ter^ (T ` I '�4 Y.l 1 g '• �.i s -� � r 1 � 1p / _► _ 1_ s -A R httnq-//mail.000nle.com/mail/u/0/#search/brantuk/FMfcgzQXKDhjgNLmMhtNfRtxWPGNgHxK?projector=l 1/1 11/20/24,8:45AM IMG_5057.PNG 3:09 82 Photo Done i NOV 2 0 2024 https://mail.google.com/mail/u/0/#search/brantuk/FMfcgzQXKDhigNLmMhtNfRtxWPGNgHxK?projector=l 1/1 Foundation wig f I 7' 1 w 11r c r r w 00 J Fps AM P Architecture Design + Build Foundation ' — aw �l r r�. Ile NOV 2 0 2024 A M P Architecture Design + Build G' �T T" _1 + )POW* - �- ` . � s ,l �!� ,, i ��,✓�`� r `if . ic a i s ,,40 NU dpol Air CC{� �,�' ;�.' - .rid.-. ,�., r � • � - y�( . fT . I Ire _��,j� sw. • �. �r (� �. r. R ! 2 4*9 r fi qh OPP r y 'N r 191MG-5057.PNG Regards, Anthony Marra Project Manager Marmon Development Corporation AMP Design + Build Office: 631-603-9092 Mobile: 516-528-7132 www.amparchitect.com Regards, 3 y r A, l 1, i i� 1 - >. a 4 �1�11!lIII� r r � r `1 z k IMG 5057.PNG Regards, Anthony Marra Project Manager Marrcon Development Corporation AMP Design + Build Office: 631-603-9092 Mobile: 516-528-7132 www.amparchitect.com Regards, 3 Pontino Susan qqq3 From: Anthony Marra <amarra@amparchitect.com> Sent: Monday, November 18, 2024 2:07 PM To: Bunch, Connie;Jarski,John; Nunemaker,Amanda; Pontino, Susan Cc: Darcee Aufenanger; Nicole Zebrowski Subject: [SPAM] - Re:44632 Main Road, Southold - Final C of O Hi All, I just wanted to confirm that this email was received?Thanks. On Fri, Nov 15, 2024 at 10:38 AM Anthony Marra<amarra@amparchitect.com>wrote: Hi Connie,Amanda,John, Sue Attached below are pictures of the necessary items that John had requested us to complete for Certificate of Occupancy at 44632 Main Road,Southold. -We painted the insulation with the required DC315. (Pictures Below) -Architect letter attached for certification of foundation and.plumbing -Amended plans should've been received already, if not please let us know -Sodder Cert attached -Green stamp health department plans were already submitted to you - Final survey attached and physical copy(if needed)will be dropped off at your office. i Anthony Marra Project Manager Marrcon Development Corporation AMP Design + Build Office: 631-603-9092 Mobile: 516-528-7132 www.amparchitect.com 4 AM P A rc h i to c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build s October 3,2024 Brantuk Residence 44632 Main Road Southold NY 11971 Tax map#1000-86-06-31.3 { To Whom It May Concern. Based on my inspection atthe above address the foundation and rough plumbing were Y installed perthe architectural plans and meet NYS Building Code. i Please contact our office if you have any questions. Thankyou, ' -: tiRo- Anthony Portillo,RA,LEED AP NOV 2 0 2024 9 I Page 1 of 1 MELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) 3l V"# ------------------------------------ -- ��- �� IFOUNDATION (2ND) z O • H b�77 a\ ROUGH FRAMING& �J ty7 PLUMBING 1.3 r INSULATION PER N.Y. H STATE ENERGY CODE b g m ova ` i FINAL ADDITIONAL COMMENT S/ 3— Cc) z 7) q _ ens ► s;'n an (�i H O O Z �x a d w�-3 O��gUffO(�coG TOWN OF SOUTHOLD—BUILDING DEPARTMENT H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• �ao�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov 9k Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I'-! F'7 PERMIT NO. qqqq3 Building Inspector: v ID) OCT 2320 23 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. �I+ BUILDING DEPT, Date:October 13, 2023 OWNER(S)OF PROPERTY: Name:Joseph Brantuk scTM#i000-86-06-31.3 Project Address:44632 Main Road, Southold Phone#:516-313-3045 Email:' bfamil aol.com Mailing Address:44632 Main Road, Southold CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152 Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony_ Portillo Mailing Address:PO Box 152 Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com _ CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $165,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? Dyes ®No 1 PROPERTY INFORMATION Existing use of property:Sin le Famil Residence Intended use of property:Sin le Fa mil y Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC Conforming thisproperty?�❑.Yes_®No IF YES, PROVIDE A COPY. 8 Check'Box After Reading: The owner%contractor/'design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building,Zone Ordinance of the Town of Southold;Suffolk,County,New York and other applicable Laws;;Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein"described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are 'punishable as a Glass A misdemeanor pursuant to Section 210{45 of the New York State Penal Law. Application Submitted B Architecturepp y(print nameAMP BAuthorized Agent ❑Owner Signature of Applicant: Date, ®I23 23 --_ STATE OF NEW YORK). SS: COUNn/TY O IF'' ) t\A)(Y-% Vna l 1 l being duly sworn,deposes and says that(s)he is the applicant (Name of individual tigning contract) above named, (S)he is the -1' (Co ractor,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 therewith. BARBARA H.TANDY Sworn before me this Notary Public State Of Now Vbrk No. Of TA6088001 Qualified In Suffolk County e� 07??::>day of ,20a 3 Commission Expires WISM_ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Yllow iL residing at G 31 .�� Z� �v✓�"�Jo� I do hereby authorize AMP Architecture to apply on my behalf to the Town o Southol Building Department for approval as described herein. wn s Sig tutu T— Date Tinrmh ?X-nn-r,�K Print Owner's Name 2 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD AP13 2 2 2024 '-Town Hall Annex-54375 Main Road- PO Bose 1179 r Southold, New York 11971-0959 Telephone(631) 765-1802-FAX(631)765-9502 ""t'1� J�j U `i..4S' i.::i.^llitiS .t1E.��—'��$&.£3��e..�$f F�� [�z:i�l��t��$�•�°"��.��I�-�t��r�Gll�� iccl.�� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: iA Company Name: Dc q o tle c`tct Electrician's Name: F_oQw (fir License No.: �-\E-��\\'o5 Elec. email: do c� . o e�e,�,Cc-,�,\.` B I�\L,to tA Elec. Phone No: q\� op-\\- (0®5), 01 request an email copy of Certificate of Compliance Elec. Address.: l-17j0 V ®o5e\➢ e-L� \, WRi�Tqy `4, 0;q. wick fJ07BSITE INFORMATION (All Information Required) Name: off, (� �►��°iC� Address: L*A(,,b)� V' ,4.n 90 50 -k\-\0k t0 Cross Street: Phone No.: Rt-1 Bldg.Permit#: Ma email: '5;Ame- Tax Map District: 1000 Section: Block: O(a Lot: 'bQ6 7100 SCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �c1�i pl�� S uare Footage: Circle All That Apply: Is job ready for inspection?: RfYES❑NO f2fRough In Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (Ail information required) Service Size❑9 PhF�3 Ph Size: A #Meters Old Meter# New ServicsoFire ReconnectoFlood ReconnedoServies Reconnect[]Underground verinead #Underground Laterals 1 C12 M H Frame El Pole Work done on Service? MY nN Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT-Electrical Inspector , T®l�19R4�F S®UTH®LD ` `.APR 2 2 ?024 Town Hall Annex-54375 Main Road -PO Box 1 79 Southold, New York 1 1 971-0959 r s; 1:DST:;r =, Telephone (631) 765-1 S02- FAX(631)765-9502 ! 1 i 't+ i?6.IC:4�'`U`?��'i",t�„�')r� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: Dc q o 1EL e-t Vr% Electrician's Name: Eo Q%iD Qr License No.: xAyk�S5 �Ellk email: do c� 'o c.�e�C�,r.,�,; Igo I��L, Elec. Phone No: C(tI q\Ak- Gp�)' RUi request an email copy of Certificate of Compliance Elec. Address.: k- bO Y®o5e\J e-L-T ,;T. �� n3:�. t n JOB SITE INFORMATION (Ali Information Required) Name: Address: Jc)\,o Cross Street: Phone No.: gu,\ - Bldg.Permit#: �9q9 a email: 5Ame, Tax Map District: 1000 Section: q(o Block: 040 Lot: -Si.-5 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ioa k Sob Q�e-� Square Footage: Q 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: (Ali information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service0Fire ReconnecQFiood ReconnedoService ReconnectoUndergroundaverhead #Underground Laterals M 1 M2 H Frame 0 Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION M W. `D1a PERMIT# Address: Switches Outlets - GFI's Surface Sconces 1 H H'sL4 Fridge HW UC Lts g POOL Fans Mini Fr. W/Dr-;� O l- Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW ; Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Am s l �� Have Used Sub p 2-� G Comments MfNi %N of ve /l Young .& Yoling 400 Ostrander Avenue.Riverhead, New York 11901 631-927-2303 V - - - Howard n_:Ydw, :Land B,uvegor _ - ... Th—C Iotpert.'ProJeaaionat RngGieer Douglna E.Ad—.Pr_ywai—d Erlgia¢er. Robart_,C. Tae4_ArrhUect 3 NOTES 1, LOT NUM5625 RITrM TO MNOR SLWMSIOM-•IAC)i$ilNb - - _ ENTERPRISES II•FILED IN THE OFFICE OF THE TOWN OF _ 50IM401D,MT NOT FILED IN THE OMI"OF TNU CLERK OF .. - .. VJFFOLK COUNTY: _ _ W x�c w oT EoT� o�b CERTAIN AREAS 1 n0 �d df3ryOn LOT F NANCY C.PEAfi50N _0 .261q ACRE now or formerl ad\0y A< �L ' y y ��CygCO ni ' _ PARCH'A' 0 4.961D ACRL3 Cora Greek LLG \ i5ubject to Suffolk County Development Rlohts7 1: 288 LOT 2,i'YBH a PATRICIA P.R.4NIUK +026Tq ACRE ' `\ 'rj'j'I°O\k1° PARCEL 15' =5S-f3fi ACRES ( rare awl _ 5II°52'40"E 1403.99'• . AFTER APFROVAt OF THIS MAP AND ACTION IS COWLETED IT IS T14E INTENT THAT FARCE.A WILL ISE OrMal B`f N4NGY 4 k, yy PEARSON AND THAT PARCEL IS WILL BE OWNED EIY,IOSEPH 49'.1 ":• ia7 aV 5RANTUK aPATRICIA BRMtiUK KEY MAF -. - - SGALF I'.AOO' —. IL m m•- At yml R.,E O _ - a 'loco:e0vb-91 6 . MANGY C.PEA.RaON �ES] _ - - •_ - - - ,. - - (�4 F (' 7 255,SOVTM NAR50RTROA C w.0 W-�Q J.:@ K �19 _. .ro O 0.6. Y .B SCVI„DLD.11 -1i+. . yqj, Lot 4 Minor SubdKdSlon a Q 'O °Mbhring Enterpr1505 11° I , :� 6LQ-a 0' -�^ $a `9 4 - -LOT 2 now or Formerly I to 1 c m _ 0 tV i m m R. `ELT 8 tc:m m'w - '�tt eRANnM- S I \` ,c �g PATRICIA[9RANMC 8 gg M6HT OF-WAY 01 p , Timothy-Coffey .. ,O m O. --- I - y m�,, «.. ,ah p k , o.-' j - 44692 MAIN ROAD a9�t 95:26' oe,iuw,r lar % J IL 'O ! A, SpRHDLI]..N Y.II9T1 ___ (Subject to Suffolk County Development m GGa1 `�W°� 509'25'28'E— � T � \ ! I�. ,B: '.�! � - N tT? �jJ�• �` V Ol �t , t EXI5T1N6 A a7. ger W 45b8 \ ��µ je' R.O.w. WNT OF WAY _—�-- 047' 26.11' exI5nN6 N09�5'28°W \ \oleosf;•� RRi o: war ° s SURVEYOR'S GERTIPIGPTION 3 FROPERM LINE \ °I'•"' •� NI4.10'28'W 5T4D0' N IS"25'26'W 495 N0 440'26"W �` 148.00' .. t9 9w.9Y b tB550' NO4°IO'28°W 04'2528•W 378.70',e� N12•I2 'W 46-4T26'W .� T B N THIS MAP PREPARED FROM FIELD SLR cOMPLETFD ,g}12Y r.:09°25'28"E \ N13•�25Y1 T N09°40'28°W a 9_ AAL 20.2001 AND FROM RRCOE+D MAPS a AERIAL PSI; - _ O al 51.65' RIGHT OF WAY a3 PHd:06RAPHY. ®@ga� . `F \1 FROIRMY LINE E c m ! now or formerly W i p m i Little Bear Realty,Inc. \ N oay o ` T \ A ; RIGHT OF WAY AI m u .e°s ��C)f'N eg 2 ypPs""- G• c > 11`I`` ° p"o-e / 9SP A • / \ - OSM M S+.M OF WAY 03 PROPS LIKE HO/WVtD H YOUNb.N 5.L5.!b. �� •yO pf° 3 g 31 N O \0 RIGHT OF WAY 02 0��3807.- I. \ O - `.N04 4Z1PW MAP FREPARED FOR Rj&fr or WAY,*2 pow' \11, �5� N33°4429W N�1358648W \\ Tm l.ee AL00.a wPM0 lNiG NI5°48'44°W 39:I4126°W dies _ JQSEPH BR,4NTUK I$ g" \5' cw i'�tx :.rna 19.09 g \a N15.48'44°W i @e s 1`� RIGI-lMOND CREEK NP�NGY G. PEAR50N METALAt Peconic,Town of Southold I a N Suffolk County,New York a SCALE,V-SO' BOUNDARY ALTERATION MAP . 28 45' 17°4I 26"W zs L°Q a N15°,4844"yt �aC j19.09' �Ate. caT..21,2011 RICHMOND CREEK MAP PREPARED NOV.05,2009 SCALE,M I•-IP0' [].row•xr 2. ■•.cr.Xrrn°O A•�r�ae 5er A.srox raven MI N0.20R�G75 OPI W5.2'20M 151011_00161_b�alt I MH'Cl1'20'E RESIDENTIAL VACANT LAND g635T• I.Septic tcnkz Ma11 be cansherbmc prwme wrere mess, ' SITE LAYOUT NOTES: Q n Wuctee et te.Iber polycKutenepclyxcpyler<,t plmtim,a otFcr m,ArP l>1. I. THIS IS AN ARCHITECTS SITE FLAN a IS Q tM1 wIW Department storoaras area 10NYGRR,Apperalx T9-A. 5LB!ECT TO VERIFICATION BY A LICENSED Y hea wc`ol stccl tcnks Is pr<nL itcd. SLRVESEN THE INFGRNATIGN Q. y I ---------- O- RROHIM REPRESENTED ON TOF 51TE PLAN IS TO THE N !� g _ Q "k otM1cr 1>i,d-19,d l Icmhrg....Ill system Wat follow ARCHITECTS BEST OF kNOVrLEp6E: 5xptic tank sMll ka tleslgrod In acco tlanc<MW>ectlan 5-101 antl _ pp -I IO el thk>to,dard. r / Q I 1. ` __I - '.D"I w 9.At a minimum all ants Mo11 ewe 20-mch wveroe av<x 2.SURVEY INFORMATION WAS OBTAINS f p B POND `1 J � septic t FROM A 51iRVEY pATED 12/4/23 AND s] gNMADE) I t M Ed w1Wm�12"of grax a to grme mcar<d war rM:nick and PREPARED BY: wtle�reaevelya.ewes eta11 x ertrar�o-Ir;cn dimamr wamrtlg,[ `Q1' _ - ec-prwl 1 etmg cm!o-on coven or tnermapla>t1c coven at YG1JN6 ASSOCIATES -� Q N N i t gage.All swan aM chimxu>/rlscn>Vcll be ecsbncd In 4CO OSTRANDER AVE, N I I `• tlance vIW>wtlon 5-III of Wks stmeard. RIVERHEAD NY 119OI FRESHWATER - T 4.Wan a xptk tank b opprwee to ba wtalled h a drwevay a TELEPHONE:(651)TZI 2503 I WtZI-ANDS _ L parking arw Ha unit>no11 be m IS,-ardor instance to wN+stantlZ- HS20 or H-20 footling m ocslgn!cd by AASHTD. g ry -�J1 !' / '- C(V 5.5aptic kooks sMll be udtertlgnt oro wrotrvcted of sauna mtl O '-_I I- - - - ' i may@`n U d`able matcrlob Wat ore rot>ub)cct to excmalvc conmbn or 4 50'- %/ ---- --- I . � X N � _ � 1I �� O O 6.All font mot ka watertlgnt,Two mathads of erourtry tank+me SUHJELT PROPERTY 4 R.O.W. , -_ N------------ waeernghe eha11 ba elWer x«IAm I-,or avatar pre>e re r<>Nra I a I k" : i �aewm k>[ma:5ea1 We empty tank "'Ply a vea.m o Ie m r4 L I M ITS OF mahecULdrm7 arm<ra.ry.Toe[ink;>apprw<e IP Pe%aP vaa�um.k LOCATION MAP TEST HALE J ' h<Id ray two ml,wte>. _ SITE PLAN 8.Water�asttmgg Scal tmk ill rink w W water W out et Mert SCALE:NTS E%1ST N vatlon let afad/or 34 nolrs Rct I tree tmk to tree cutlet Invert J ; ! ELECTRIC after We 24Fo;m pamod s comp eke Let tM tak stood for an t. '-• <_ METER aedtkna a-hwr peraa.The ewk k apprwae x roomy Iwe1>he d pRO:.IEGT j ZONING 13ATA n - J Por tha O-hovr per ea.kkter pressure king s racommerWeO to be - _ Bona ante after m>tal a[on. TAX MAP a µ1000 -4-• 70 � 9.;Septk took oP I.,- sna prwva a obc non-corrmlvc ~ - J,' ZONING DISTRICT AG CONFORMING matey el m a prominent-.1 at each accma opening to yarn War ZONING 'entrance Into look may b<fatal'. I _,A 3 ; FRE-CAST CONCRETE SEPi L TANK GONSTRLLTION REWIREMENTS: LOT COVERAGE n - d EXIST.ELECTRIC BOX I.RelMorced concrete Mo I Mve a mn4run co:,pre»Nc>WcngW el 50JTHOLD.TOhTt GODS 280.4 II780 i4 '? " I EXIST,CABLE BOX 5.000 Pounds Pcr square Inch(p>U at 20-days sct. a %LOT MAY 24.1999 DESCRIPTION(FOOTPRINT) AREA EXIST.ACCESSORY 2.ova 1 W ekxx>na be a mmmum or three when I:Ness We design COVERAGE Water lines must be inspected by the I SHED(NOT PART OF W Fos txen Bert Pktl B1 a Neu Yak Llwread Prorexbnol CT1g rom m TEST HOLE DATA ragslu ra u W ell ape-aerate requvements far W r vat c<nWatan.All TOTAL LOT AREA 2412?9.0 S.F. N.CDONALD 6E05GENCE THIS FILING) ro"` "`"p'F` w"""""a" ""`a �p'ad Suffolk County Dept.-of Health Services. V 1—or 500 parm per square loot(peP) P.O.BOX I Y - EXISTING GW'ELLIN6 IN/ARBOR 3419 S.F. Ib% SOVTFiOLD.NY 119TI 9.Pre-Jmt ccr<rete xct'ans shall be scvbv with.ox lli truh tr:tul (631)T65-36T1 Call (631)852-5754 48 Noun in 446 Q EXISTNG INGROUND SWIN,MING I 65' nbxr eme seetm!wn;ch conrormo to ASTM v9e. POOL' 9GG S.F. 0.4% , V/ 4 Septic tanks shall Hwc(21 comporWants.Slrgle unit xptk tanks EL=a.l' ^ still be elvbce;nta wo compartments by a transverse wall.The first EXISTING TRACTOR SHED IS85 SF. O.T% BROWN LOAM advance,to schedule inspection comportment>Foll hove o Ilqultl volume or 50-,5%01 tM rcqurctl Ilqum Isme and total system cz"N. EXISTING ACCE55ORY GARAGE 4,019 S F. 17% 1O I - Q 5.All sewer pipes1 paxtrate fret vertical sbewall of Ne Link aro EXIS`IN'G ACCESSARY SHED 290 S.F. 0.I% BROWN SILTY s 1 be xolcd w10:gout ar o[Fer means acceptable to We LOAfI RESIDENTIAL eparlmen1 each tl watcrtioht xalcd Hcxible Joint and We pipe EXISTIN5 SHED 69 Sr 00% 55' - I VACANT gmkct Imtenrd to Na pee witn stainless steal ro4actable clamp(>). LAND 6.All Jo1 MIE be x M ta `h a PROPOSED POOL HOLSE 34H S.F. 0.1% 5-114, 0. rlb . ar 0 %Dem a mtew .1- y a Lx 11,mow Ero COVERED 4b SEE TTA C H ENT`S O 563°55'S3 W At o mlmmm,the Iloor and wars ov a concrete rant must ba PROPOSED OUTDOOR SHOVER 42 S F. O.O% manollWlcally pared. PALE BROWN Id _ ,,WMnwer PROPOSED FIRE PIT 125 Sr. 0.1% FINE TO m 4 GREATER S 1 TE PLAN practical,concrete septk tanks droll not be Ixatetl uIWW COARSE SAND gounewatcr.For iremUatlrns that are pbcee 1 gaundwatar,the TOTAL AREA OF ALL STRUCTURES If,THO S.F. 4,9% bvetam me side pardms,up to I9 IncM1es above Niahe>t - r- SCALE:I"a 60'-0" wwae/expeaeea d-eurewoter aeYotron,dr 1._epua eQk eM11 mononWiwlly emstrvitee.1r cm11 w tl Nis is roc prve[Irm1HI We MAXIMUM LOT CCVERA6E ALLOWED:20% septic Ml fah zl be wafer-proolee u p�ta litIreFes above tFe F.lcFez[ 103 eo/expwlea argndwatcr al atlon and leak testes to enskre Gohbass prior to apirctlm. DRAINAGE SYSTEN.A INI INSTALLATION NOTES 1qG r✓ -- MNLM O 10'SEPARATIN IS REOJIRED BETWEEN DRYWELLS c H.In cmca,.Fen ccn<rete eaks are Installee it arcure..atcr,tFa 5II°52'40'E -_-_-_- 4H35T' design profmdonol>ho11 eubm;t woyo.ay calculatbre to prove tl-a WATER SERVICE LINE,LTlDER6ROJND 1JUTY LINES,SEPTIC -- - _-^ wc;ghL or the kink(wiN or without e.<norsy a ttn aWltlm of banmt) COMPONENTS,LEACHING FIELDS,SEWER COMPONENTS,OTHER Vtn'fHt IN PALE v111 be o<Icast IS times mart roan tree t of W<water al gn DRYWELLS,AND THE EDGE OF ALL FOUNDATION WALLS -(spla::ca. BR m PNB etadreee�dca`cro"u.awa'ter etevetion'Gw Ng4a tank empty.sa11 PROPERTY LINESARATION IS REGVIRED BETWEEN DRYWELLS a COARSE SAND glt.E R\GNS Op q','W ` on top oP We tenk(e)sno11 oat be conaleerew when deeemnlnmg A MINIMUM Z VERTICAL SEPARATION 15 REQUIRED BETWEEN THE wr.a°5 g5q°5 ---- Ha`owunt d arclaring a bellow weigh roqured. BOTTOM OF ORYWELLS a THE HIGHEST EXPECTED GROUNDWATER Ij SEPTIC TANK INSTALLATION STAnDAROS ELEVATION. A MINIMUM 20'SEPARATION IS REQUIRED BETWEEN DRYWELLS AND rep'r/'/ 530'00'49'E Isms I.lretall septic tanks eccaremg b manufac[uab recarmentlatiore while COMMENTS:LROUNY�WATER ISG' t- BURIED PROPANE FUEL TANKS. o qrn 1 y wIN Wcse stmevd A11 applicable racommandatbre CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL ENe01MTERED 103'BELOW N33`44'29'W .n' IN prov'wee WJ We mawiacturer s 11 ba;mplementetl- SEE ALSO DETAIL 7/A-401 ON CONSTRUCTION DRAAING5 LRgDE 2154' N 02' l 5qn' "-- --- - --_-_--- --- 2.TFe xPtic tank droll be..tolled at Icvel m all dlracN-(w1W a NIS'4H'44"W 55q° - cm toleroee In oy tivect;on of./oro gvvrter mcly on a minvnum pRAINA6E SYSTEM CALCULATIONS: 19D0. ----- ---- 1 PROP.2'Ox2• 9-lrrh W;ck bee of properly leveled oM compacted zmtl(free Iron TOTAL IMPERVIOUS ROOF COVERAGE=9'Ib S F. /' / I DRYWELL i0 rocks)o.pea T. 9Tb SF.z 2"RAINFALL EVENT-1627 G.F.STORAGE RED BE CONNECTED F EXIST.METAL BARN I TG.OUTDOOR 9.All outlaw Irom.fret Sepik kink m.st x prwleec wIW an IB'crop'k (1)H'0,W DELL DA.PROVIDES SE O.F.PER FT,OF RAGE I� ( ,wEO (DRY BLOW KITCHEN SINK; 2 nqubgeepW�`6cp Ec/ec brI'bv1m a�rcwm„mclld olrQ Iretc�Ict ank (I)B'0 z 4'DEEP D.W.PROPOSED=166.H G.F.STORAGE PROVIDED FR S EK9E tl�; MOT PART OF THIS FILING) I DDRA4N GR`�055 bcicw cccF clHucnt crop T'. racd - (DRY BLD6) , E�`-y-' ABOVE 4.A d'atrb.:tbn bax/maH,ole a abtr;Wtbn leaching eWCA.rc sFall be Z�_i" p`j I FRGPANE LINE qulree fa all>u.-uIt,mad NI. FLOOD MAP DATA: __ MIN--'---_� 1 CAL p or We septic toot wall not be Iowtca greenerMAP DATE:09/25/2009 SEPARATIFLOOD 20NE:X 6 AE(EL:6) ERANTUK POND(MANMADE) Iat a minimum aI1 sorpl'ng mantles sta11 Wave 20.van covered 2.SITE PROTECTIOWSILT FENCING TO BE EXIST.BURIED ELECTRIC 'INSTALLED AS REQUIRED BY THE TO WTI OF I LINES TO BE REROUTED - 2,16'>ha1l be e;Wer 20-'rrh dianeter waeert era mxct km SOUTHOLD � - E%IST.lgnt -Proof 1aa g , ins �! -J--I PROJECT: wst ban rovers a tarnaplastic aware at Imal wven LINE OF 100'SETBACK � ' BRANTUK 5-nl of Wb ztaMad. 3.SURFACE WATERS OR WETLANDS ARE FROMs Imo mmnoles are d to be installed 1n aLOCATED WITHIN 5CO'OF THE PROPERTY. 'l `'xx - _`amp approve snail x eeslgnee to be EL.=1935' 1' N 0' r EX.`I 1 Ixormg to meet eta requvemenIt of AASHTO H-20 or 4.ELEVATIONS REFERENCE NAVp 19HH I 3 d.• LF. IIN'�pyN.l I SEPTIC 201 5.NO VISIBLE WELLS ARE LOCATED WITHIN � mil'ebvctlon Moll bee mmurim a1 O.I Ica! 150'LY'S1:B-.ECT FRGPERTY LIKES FRESHWATER EVE EX15TBURIEDPROPANETANK (\\We m.Ict invert elevotlon at sar,plo-a meHale>coo 1ETLANDS �.q�EV a Fl.'EL LINE TO EE RELOCATED �O'' S�_ 1O �I \ -T- N 1 RELOCATED u' L.P. H•N"IN. .IK 1 MIN. _6.PROPOSED SEPTIC SYSTEM.DESIGN INTENDS ! y�9, - Z I ____I T- ,t, O S I TO AVOID THE REMOVAL OF ANY EXISTING �I T.. .- O- I OL.=2. ' SO I FRGPANE TANK 44632 MAIN RD 9.5arp11no mcAclee droll Mvc a Ire1m eiemety oI 2 feet cr TREES.THE PLACEMENT OF SYSTEM woke ke pea a1 2 too!by 2 loot. i' EXIST. W RELOCATE-POOL �' T I MIN i I I ¢'FLEE LINE m Ins COMPONENTS MAY BE ADJJ5TED PROVIDED I STONE EQUIPMENT W RE-ROUTED r, C., '{ 'F '1 I 56' � i I SOUTHOLD,NY 11971 All ene sewer pipe pWatims'H the sampl;ry m le s 1 ba THAT ALL REGUIRED MINIMUMVEWA SETBACKS i DRIY W 1 ELEG.LINE S NEW FUEL 10. got ARE MAINTAINED.INSTALLER TO CONTACT - ,% ' z 1 LINE NIA CRAWLSPAGE) 1 ARCHITECT IF RELOCATION OR ORIENTATION OF COMPONENTS a O 1� - - PROP.Ib-H x DRAWING TITLE: RE ,% , �' - _ PRO PROPANE REOJIRED _--- - _ l 6A5 FIRE PIT -_ --..� --L': - E.I All I 1 NOTES Di EL=140W i-5p I PRGLPr-_------; i PROP.I-STORY WD. SITE INFORMATION 't 1 DOVE D i I FR.POOL HOUSE u/ SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL EXIST:BURIED pjQST.B RIED ELEG. \-y iJ�ISE ATIO CRAWLSPACE a SITE PLAN / PORTION OF TO' PROP. COVERED PORCH H.S. REFERENCE NO.: R-24-03�3 j'' _ DWELLING w/ LINEi RE-RB ` w� PRO�OUTDGOR SHOWER RAISED I I O BEDROOMS) PROPANE TANK/% _ .(__..- -' -- X i SLAB ON POOL EOJIP. -s s, 7 F.F.EL a I4.9' J / EJ IJJ - -- FOGRADE RA EGN �' /p. 2 (DRAIN TG DA) PATIO t, I 1 PAGE: EXIST.POOL �v _1E- yiP N5. EL-IS.G-I' I EOUIFMENT TO C S E�LIh€-�--- IX15T.2-STORY liO.FR DWELLING 1 -- �-Pt"gN•{y EXI T.IN-ERGUND ,II Ip I BE RELOCATED J P_10100 N• SWIMMING POOL w/BASEMENT+SLAB CT+GRACE O p( ■ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / MOT PART OF THIS FILING) I MOT PA�2T OF THIS FILING) �H EXIST.BURLED /' NO"E L1 (4 BEDROOMS) ELECTRIC LINES PERMIT FOR APPROVAL OF CONSTRUCTION FORA Ep E F.F.ELJ35 EX. i a . i TO BE REROUTED Ex1yT._-_ /j S.T. PROP.BL 5TONE PATIO QYary - _ i - EX. w/TURF OUT LINES I____________E% EXI5T. L.P. _ O Z ._._�____-�___�___ _ __ L � EXIST WELL --- -- COVERED USES ONLY) PORCHES EX. PROP.44$'HI POOL FENCE POOL HOUSE / EXIST. LP. W SELF-LATGHIN GATE EXIST,WD,FR. I STORAGE 5HED EXIST. / ARBOR (DRY BLDG) 1 `STONE MOT PART OF DATE 6/24/2024 H.S_ REF. NO. R-24-0373 EXIST.WA ER DRIVEWAY EXIST,SANITARY SYSTEM PER THIS FILING) K ' pE0 SUPPLY LINE H.S.REF NO.RIO REMAIN (FILED ' _____I ___ LINEG '�AL a94 ________________________ -------------------------- _ I I.NE IH,leae)TO REMAIN APPROVED �'_ /' MFROPANEATANK ec A SEPTIC SYSTEM) 1 Ill - v EXIST.WD.FR. IO t -TOTALED 9 31405 O� MAXIMU EDROOMS. O BARN �- % (MR,5LOF ■ rF N£v+y ' ELE ARTT ERARIIL SCALE EXPIRES THREE YE RS FROM DATE OF APPROVAL SITE PLAN THIS O) SCALE:I"=20'-0" a w w m J (h a Lf) m) �? 0 } O C NEL Z O C o X 7 N O O m.y CO t N a j0 N a O :4J U D m _c + U c k 0) Q a a >n SHOULD SITE CONDITIONS PR LEACHING POOL TOP SLABS OR COVERS FROM BEINGIN6 LOCATED WITHIN THE SPECIF JTILI E DISTANCES FROM GRADE,"DUMMY' ONFO SMALL 8E UTILIZED TO BRING LEACHIN6 POOLS INTO CONFORMANCE. O -NEW o r_O•MIN BRANTU K PROJECT: 2-O"MAX_BEDROOM �A,.,-DN,T POOL HOUSE LOLKIN6 CAST IRON 2 lgVERTO GRADE 6�ADE�' LOVER TO GRADE MIN. C.OIIEG ON=1a.9• IF DROP T IS 2'-6'MAX. ' SEPTIC USED ON INLET GIRADE BELOW EL.a 2'-0" PREH:AST LONG. MAX. OVER _ 10' S�PTIL TANK-15a' GRADE(TYP) MAORAIN Y 2' EL MAN. GRADE .6 LOWEST LEAL111N6 PCOL•124' S%YA%INIIM SLOFE 20" - 20• M N. AS RE L D TO ACHIEVE c AWL " c,- 1 a° , 95 M^. THIS sl.oPEWT«m2c 44632 MAIN RD SPACE SLAB'� '_: we cR Ec. --� N INv LGW-LIRE �— s`NTA`R`R Ps°sEOE SOUTHOLD,NY 11971 MIN PTCH j'I' 1AN. -- ---- 4" EL=<' O 0 MIN.4'¢5DR 95 wL OR EO, FLOW LINE M•^'•mtA� .L PROVIDE CA RON EL.•II I' m.. MIN PRC«}'H' INV. W I PIPEEXTENDIN62-O• 000 EL.•iOb' EL.•10.1 >i �— Y N MIN FROM BJILDIN6 GAuoN w MAKE rn� w DRAWING TITLE: FOLNDATION SEPTIL LL QV DROP T' Q«p Y TANK IM MAINTENANLE PALMING m LL MIN.4.O SDR 95 yy pyq 4 m ovusJ oREo. a > SYSTEM DETAILS wG >.i— .vT E T LO OVERT«E PIPE b+(A-b" H) m'S oR 'x LAL«IN6 POOLS SUFFOLK COUNTY HEALTH DEPARTMENT AFFRO\/AL H.S. REFERENCE NO.: R-24-0373 REP ALE EXIST.501E / KT.A- r R R g• LOLI1 5 sLRQaN SAID 4 z PAGE: f1FAN0Uf 0£fWL FOR AREAS NOT SUEJEOi TO YEHILTIIAR TRAfF10 ——L.P W1£Iv EX1=5MD e GRAVEL(5 IT Z IN ALL YRNS.Oli-fiNAff•A'IS FOA PQ.TS.ALTERN0.7E'8•R FOB USE WIIN i1DC.F%Pc65iCN/MATECT'AN S P��O Z.00 FI6«EST EXPECTED LAYER NOT FRE�EnT - ------'- 6ROL=D YNATER==0OF__ _ . GLEAN-OUT DETAIL SEPTIC TANK(1) LEACHINC,POOLS(2) SCALE NT5 DATE:06/20/24 2 OF 2 MINIMUM SEPTIC GAPALITY FOR A O BEDROOM HOfiE IS 1000 6ALLON5 I S S.F.LIWID AREA. L LEALHIN6 SYSTEM FOR A O TO 4 BEDROOM RESIDENOE SHALL 1—ICE 900 FT'SIDE-WALL AREA (IJ8.9'N X a 9'(«U X 60'(D)SEPTIL TANK N 4'-2"EFFELTI VE—PROVIDES I.—D GAL.LA—ITY a (2)b'¢•b'(EFFECTIVE DEPIIL LEACHING POOLS PROVIDE 500-N SIDE-WALL AREA 52 S.F.LIOUID AREA. (I)b'¢x b M"ELTIVE DEPTH)LEACHING POOL PROPOSED FOR 90%EXPANSION SEEATTACHMENT(S) 2 CONCRETE SHALL HAVE A MINIMUM LOMFRE55'.T STRENGTH OF F 6'.P51 AT 2b DAYS 2 LEALHINS POOLS TO BE LONSTRUGTEO OF PRECAST REINFORCED LONLRE E OR EOUAU. 9. TANK S«ALL HAVE MIN.WALL iNILKNE55 OF 9",TOP THILK �5 OF b'.AND BOTTOM THICKNESS OF 4'. 5. ALL cP/ERS SHALL 6E OF PRECAST REINFORLED LONLRETE(OR EWALI. 4. ALL WALLS,BOTTOM,AND TOP SMALL—IN REINFORLING TO RESIST AN APPLIED FORCE OF 900 PSF. 4.A 5'MIN DISTANCE BETWEEN THE HIGHEST RECORDm 6R ,ND ATER LEVEL AND BOTTOM OF LEAOHIN6 S. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS--I— POOLS SHALL BE MAINTAINED b. THE SEPTIC TANK SHALL EE INSTALLED AT LEVEL IN ALL D RECTI (WOTH A MAX TOLERANLE OF 2I/4') 5. A IO'MIN.D15TANLE BETWEEN LEALHIN6 POOLS AID WATER LINE EFALL EE MAINTAINED. aV LL ON A MINI 5°TMGK BED OF COMPACTED SAND OR PEA GRAVEL. 1 b. AN b'Y.IN.DISTANCE BETWEEN ALL LEAL«IN6 POOL Ala SEPTIC TANK SHALL BE MAINTAINED. 4' t. A IO'MIN DISTANCE BETWEEN THE EEPTIO TANK AND&IILDIN6 WIT«LELLARiEASE -S«ALL BE * O IfAINTAINED,OR 5'Mln':DISTANCE IF BALDING IS LION A SLAB. — r b.A 5'MIN.DSTANCE BETWEEN THE SEPTIC TANK AND DIST PDX(WHEN PRESENT)SHALL BE MAIMAINED. �9J�837605 y0� C OF NEN PROPOSED SEPTIC SYSTEM DETAIL SCALE:NT5 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED () FEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL[NSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. \ 400 Ostrander Avenue, Riverhead, New York 11101 now or formerly CMF \ tel. 651.727.2503 fax. 631.727.0144 Corey Creek LLC admin®youngeng[nee ring.com (Subject to Suffolk County Development Rights) IPF Howard W. Young, Land Surveyor I 511052'40"E I FRAME STORAGE N 403.99' CMF �� W DI I I SHED Qi \ Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer 0 mi F STOW PI i NI I \ Daniel A. Weaver, Land Surveyor m1 MASONRY I WELL I D PATIO ^I(NON�OTABLE I 19.V .o I USES ONLY) 5 rn CONC. —243 _ I I e �. o FRAMEBARN PAD C11P 7.9' V 24.2' o 4 4B.3' I � SITE DATA 5.3 OUTDOOR FRAME AREA = 5.5726 ACRES I , KITCHEN BARN ) (� LLj t� A 11`Y� I � WINDOW r 5 METALBARN WELL ;. \ * LOT NUMBERS REFER TO MINOR SUBDIVISION-"MOHRING Dwo Co N o °m T ENTERPRISES II" FILED IN THE OFFICE OF THE TOWN OF SOUTHOLD,BUT EXISTING NOT FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY. Y �4 pt3°t CO 157' 9.9' SANITARY ' O AOS SYSTEM 17.6' � M LPI POOL HEATER POOL FILTER FE AC ST CUNIT 129.0' ❑ LQ Lr 00 o ag LL ° C5 $� 3 3< U? 33.5' LU 3.0' 3 RO O \ � �2 8.0' a �w qW O o O_ F1 LL 'S N 0 W L W 2.9,N 11.6' `p N STONE Z ti ja- O 0��o FRAME DRIVEWAY �O 1.4 L L 40 SHED c w o 27.e' U N O m s I OIL O ti 9 }O 0 LL I FILL 0 I ; iiii�� l4 lD l4 v - I 3 O o I �. � � N 00 00- \ h�p5 I I ` � �� O` Lot 4 Minor Subdivision I -S9 �o cr "Mohring Enterprises II" N now or formerly Timothy Coffey I 3 (Subject to Suffolk County Development Rights) I ROCK WATERFALL I � \ EXISTING WATER BRANTUK j SERVICE P O N D i All \ - - - - - - - - -'L- - - - - - - - - -r- -- - - — —— — — — \ i r � RIGHT j OF WAY 2 -T- -V t \ DERAIL j ELECTRIC eti 509025'28"E ca •°1. WAY R.O.W W W W W --Iw W W METER q0'E i �O RIGHT OF W w w w IPF CABLE BOX N W VJ W w — — STONE DRIVEWAY I 0 r w W ELECTRIC BOX o \ W w w W W 495.80' f DRF EARTH ROAD \ I w W W .. — — 149.47' �51.63 N09 10 28"W t nomaa_au"w Q N1525'28"W N09°40'28"W N09 40'28"W o � \ SURVEYOR'S CERTIFICATION 574.00' 148.00 N09°25'28 W 319.92' 272'28 185.50' N14°10'28"W 378.70' CMF *WE HEREBY CERTIFY TO J O S E P H B R A N T U K THAT THIS SURVEY 8i -L N13°oz'z5°w N1z°12'29"w N15°a7'zs"w WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND 8 NNil, SURVEYS ADOPTED 13Y THE NEW YORK STATE ASSOCIATION OF._ PROFESSIONAL LAND SURVEYORS. \ £ \ now or formerly I now or formerly � Peconic Ventures Inc. Little Bear Realty,Inc. N ° 'C6 A.l PIy �'S•,r/ i'v 1?'A` o HOWARD W.YOUNG, •.Y S.L.S.NqJ5893 \ \ I cat DANIEL A.WEAVER, N. L.S.NOVtO771 0 SURVEY FOR N� JOSEPH BRANTUK .o at Peconic, Town of Southold Suffolk County, New York FINAL SURVEY o LEGEND pmnq asoaales S 4,�9"E County Tax Map District 1000 Section 86 Block 06 Lot 31.3 o CONCRETE MONUMENT SET 1g 04 CMS CMF =CONCRETE MONUMENT FOUND N 1 530°0� FIELD SURVEY COMPLETED DEC.01,2023 3 MAP PREPARED DEC,04,2023 a = DI =DRAINAGE INLET DRF = DEER FENCE Record of Revisions IPF =IRON PIPE FOUND � REVISION DATE PVCF =PVC FENCE SANITARY MEASUREMENTS .O GFNFRAI_AMFNnMFNTS MAR 04,2023 RO =ROOF OVER SPF = SPIKE FOUND A B � Fnl1NnATInN I_bCATLON Sl1RVFy MAR 99 2024 FINAI.5UPVFY FOR Pnnl HQU5F n _T 17,E SPS =SPIKE SET WDF =WOOD FENCE ST 29.5' 13' WSF =WOOD STAKE FOUND LPI 41' 21' WSS =WOOD STAKE SET LP2 40' 26' N UTILITY POLE =ELECTRIC SERVICE ------- GAS SERVICE o = N15 48'44"W 50 0 25 50 100 150 TELEPHONE SERVICE W =WATER SERVICE 19.09' a • =END OF DIRECTION/DISTANCE N33°44'21.54 OND CREEK scale: 1" = 50' RICNM JOB N0.2017-0075 DWG.2004_0715_2017_0075_fs_plhse 1 OF 1 MINIM RESIDENTIAL VACANT LAND UM 5ENA0E DISPOSAL DESIGN REQUIREMENTS: j 4aoT polye-th9le-ne,polypropylene, thermoplastics, or other materials in < I 1. Septic tanks shall41 DISTANCES TO SEPTICS"rSTEM COMPONENTS SITE LAYOUT NOTES: be constructed of precast concrete, fiberglass, 1. THIS 15 AN ARCHITECT'S SITE PLAN 4 15 SUBJECT TO VERIFICATION BY A LICE (MEASURED FROM BUILDING (,ORNER5) 0 SURVEYORk. . THE INFORMATION .............................I < z i CORNER S' z __0000*'00 ARCHITECT'S BEST OF KNONILEPOE. LU -------------- 5-110 of this standard. 2cl.51 15.01 ND 0 UJI cc 0 septic tank shall be designed In accordance with section 5-10-1 and 2. SURVEY INFORMATION NA5 OBTAINED "C" 1�00 GAL. SEPTIC TANK < accordance with Deportment standards, and IONYCRR, Appendix -15-A. The use of steel tanks Is prohibited. 2. Unless otherwise specified, the leaching structure/system that folloK5 REPRESENTED ON THIS SITE PLAN 15 TO THE SYSTEM COMPONENT CORNER 'A' 'It ------ FROM A SURVEY DATED 12/4/25 AND (M NMADE) 5. At a minimum, all septic tanks shall have 20-Inch covered access I ---------- -PARED BY: 1�)" - V(PX &' LEACHING POOL 41.01 2 1.0' CY) PREPARED opanlro5 within 12" of grade or to grade located over the inlet and 20-inch diameter watertight 4-1 L0 and Insect-proof locking cost iron covers or thermopIcetic, covers at YOUNG ASSOCIATES "E" &V X 6 LEACHING POOL 40.01 26.01 400 OSTRANDER AVE, D n final grade. All covers and chimneys/risers shall be designed In outlet, respectively. Covers shall be either 20 0 FRESHWATER 44b accordance with section 5-111 of this standard. RIVERHEAD NY 11101 -72-7 0 t MEASUREMENTS AS PER SYSTEM INSPECTION CONDUCTED ON DULY 4TH, 2024 1: 1 L TELEPHONE: (651) 1 1 1 WETLANDS bo (D BY INDS PLUMBING + HEA71NO. Installed In a clrlvek4o� or 'Z Q� > 4. When 0 septic tank is approved to be NOTE: MEASUREMENTS ARE TO THE CENTER OF THE COVERS. z r + parking area, the unit shall be designed and/or Installed to withstand ` ' 0 C C\J • 0 115-20 or H-20 loading as designated by AASHTO. El C --------- 5. Septic. tanks shall be watertight and constructed of sound and ----------- ,>Ject to exc •essive 2: X CV C: 4 durable materials that are not suL essive corrosion or 4 HIDE - - ] C:) 0 4-J 0 SUBJECT PROF (b. All tanks must be watertight. Two methods of ensuring tanks are i 4, ----,---- ----------- -- --------------- 4-1 methods as follows: 4:11 -------------------------------------- < 0 co M -Z ------------- 0 4-J watertight shall be either vacuum C d ,uum testing or water pressure testing Li-------- --- ------------- ----------- ------------- ------ 1. Vacuum testing: Seal the empty tank and apply 0 vacuum to L I I TS OF vacuum Is UJI TEST H E _off wry. The tank Is approved if clO% of vor'our (4) LOCATION MAP ------- irches(loomm) of rneirr b held for two minutes. TF_ 5(f,ALE: NT5 EXIST. 95. Water testing: Seal tank;fill tank with water to outlet invert lu < -ELECTRIC ------ elevation, let stand for 24 hours. Refill the tank to the outlet invert after the 24-hour period 15 complete. Let the tank stand for an METER ------PROJECT ZONING DATA additional 10-hour period, The tank is approved If water level Is held for the 10-hour period. Water pressure testinq is recommended to be ---------- clone onsite after Installation. TAX MAP # 1000-86-06-3 .3 11. Septic tank manufacturers shall provide a label of non-corrosive, ZONING DISTRICT Ar, CONFORKNO Z j J_ material in a prominent location at each access opening to warn that 0 entrance into tank may be fatal". < L07 COVERAGE EXIST. ELECTRIC BOX (D -C REQUIREMENTS: I.-- - PRE-CAST CONCRETE SEPTIC TANK CONSTRUCTION 50IJ7HOLr�) 70AN COME 280-4 a 2aO-14 EXIST. CABLE E30X I. Reinforced concrete shall have a minimum compressive strength of M 5,000 pounds per square Inch (p5l) at 25-cloys set. 35 LOT MAY 24, lelLlal < • 2. Noll thickness shall be a minimum of three Inches unless the, design DESCRIPTION (FOOTPRINT) AREA COVERAGE EXIST. ACCESSORY has been certified by a New York Licensed Professional Engineer 05 TEST HOLE DATA SHED (NOT PART OF ltf y + THIS FILING)complying with all appropriate requirements for thin wall construction. All TOTAL L07 AREA 241,21�01.0 S.F. MCr;iONALM OE05CIENSE walls, bottom and top shall contain reinforcing to resist on applied force of 500 pounds per square foot (psf). P.O. E30X 1000 0 C ---EX1571NO DWELLING VV ARBOR S.F. 1.6% SOUTHOLD, NY 11CI-11 (651) _765-56-1-7 5. Pre-cast concrete, sections shall be sealed with one (1) inch butyl EXISTING IN67ROUND SWIMMING rubber joint sealant which conforms to ASTM C-qqO. 0.4% POOL 4. Septic tanks shall have (2) compartments, Single unit septic tanks EXISTING TRACTOR SHED 1,585 S.F. 0.1% shall be, divided into two compartments by a transverse Hall. The first BROWN LOAM comportment shall have a liquid volume of 50--7596 of the required liquid volume and total system capacity. EXISTING ACCESSORY GARAGE 4,0101 S.F. 1.7510 5. All sewer pipes shall penetrate the vertical siclev4oll of the tank and BROWN SILTY' EX15TINC, ACCESSORY SHED :2cIO 5.17. 0.1% LOAM ap shall be, scaled with grout or other means acceptable to the -i___ RESIDENTIAL Department such as k4otertight sealed flexible joint and the pipe VACANT EXISTING SHED bq S.F. 0.0%, gasket fastened to the pipe with stainless steel retractable clomp(s). LAND 6. All joints shall be sealed so that the tank is watertight. See section -PRO-POSED POOL HOUSE 5495 S.F. O.no 4aO 5.F. 0.25vo 5-114, 5.10. Tanks that are cost In place require prior approval from the PROPOSED COVERED PATIO Deportment and must be certified by a Licensed Professional Engineer. At a mirlmurn, the floor and walls of a concrete tank must be F_PROPOSED OUTDOOR SHOWER 55 S.F. 0.0 PALE 5RONN monollthir-olly poured. 05(0 25 !�o 100 FINE TO Whenever practical, concrete. septic tanks shall not be located withinPROPOSED FIRE P17 12-5- 5.F. 0.15yo COARSE SAND OREA7ER SITE PLAN 6RAPHIC,51-ALr N erounclNoter. For installations that ore placed NIthIn groundNater, the TOTAL AREA OF ALL STRUCTURES S.F. 4.cl9o' ,hes above, highest 1 0 5r_.ALE: 1 60'-0" bottom and side portions, up to 195 Inc ------ recorcledlexpected grounclv4oter elevation, of the septic tank shall be 6 monollthicolly constructed. In co5e5 v4here this is not practicable, the MAXIMUM L07 COVERAGE ALLOWED: 20% Ln r- septic. tork sholl be Noter-proofed up to 15 inches above, the, highest ---------- recorded /expected groundwater elevation and leak tested to ensure tightness prior to operation. DRAINAGE SYSTEM IN57ALLATION NOTES: A0.0, 0 A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN PRYNELL5 4 2 9�. In cases when concrete tanks are Installed in groundwater, the WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC -511052'40"E design Professional shall submit buoyancy calculations to prove the COMPONENTS, LEACHINO FIELDS, SEWER COMPONENTS, OTHER v4elght of the tank (with or without anchoring or the addition of ballast) WATER IN PALE v4III be at least 1.5 times more than the weight of the water displaced. BROWN FINE TO z 0 A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYNELLS 4 0 The buoyancy calculations shall be done using highest DRYNELL5, AND THE EDGE OF ALL FOUNDATION HALLS U5 PROPERTY LINES COARSE SAND LU expected/recorded groundwater elevation with the tank empty. Soil 0 AOS Cn ► A MINIMUM n' VERTICAL SEPARATION 15 REWIRED BETWEEN THE n cover on top of the tanks) shall not be considered when determining M (n the amount of anchoring or ballast weight required. BOTTOM OF DRYNELLS, 4 THE HIGHEST EXPECTEC? GROUNDWATER ELEVATION. V) F- t2 5F_PTlr_ TANK INSTALLATION STANDARDS: 0 A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYNELL5 AND I"T.01 a. z z z Uj S5O0OOAq"E 1.1 LLJ LU BURIED PROPANE FUEL TANKS. V) COMMENTS: (SROUNDNATER 11= 2 1. Install septic tanks according to manufacturer's recommendations while a CONNECT ALL GUTTER LEADERS TO NEAREST DRYPqELL N53044'21"N- ENCOUNTERED 10.5' BELON conforming with these standard. All applicable, recommendations 0 SEE DETAIL COMMENTS: 21.54' provided by the manufacturer shall be implemented. ORAVE < L) M 0 CL N15045'44 S5;��A05 LU 0 2. The septic tank shall be installed at level in all directions (with a X < maximum tolerance in any direction of +/ one quarter inch) on a minimum DRAINAGE SYSTEM CALCULATIONS: TOTAL IMPERVIOUS ROOF COVERAGE = cl-76 S.F. 5-Inch thick bed of properly leveled and compacted sand (free from < CL CL 01- 61-76 S.F. x 2" RAINFALL EVENT = 162.1 C.F. STORAGE REO.'D w 0 W W rocks) or pea grovel. EXIST. METAL BARN z z z z 5. All outlets from the septic. tank must be, provided with on 15" drop "T" (1) VcP DRYNELL PROVIDES 4:2.2 O.F. PEP, FT. OF DEPTH (DRY BLDG.) Uj _j 2 0- 0- EXIST. ND. (NOT PART OF THIS FILINO) 2 < U) cn or equivalent approved baffle extending into the V5 of the, septic tank (1) VO x 4' DEEP D.W. PROPOSED 1(095-e� C.F. STORAGE PROVIDED 2 FR. SHED 0 It= �j Elu Ej� liquid depth. &o5 deflection baffles ore recommended for installation 0 WE cc below each effluent drop "T". Ex. 4. A distribution box/manhole or distribution leaching structure shall be T-4 C14 4 required for all systems with more than (5) leorhlng structures unless an Rt , Deportment. NOTE: alternative design Is approved by the 04 Wt C14 1. FLOOD MAP DATA: /,Zc C'i 0-, N 5. The top of the septic tank shall not be located greater than 2.5 feet MAP #: 56105CO162H LU LO C14 C'n 4 or less than one foot below final grade. MAP DATE: Oct/25/20001 BRANTUK POND (MANMADE) located over the Inlet and outlet. Covers FLOOD ZONE: X 4 AE (EL.=(5) ----------- -------- EXIST. CONC, PAD EL.=12.16 6. At a minimum, all sampling manholes shall have 20-Inch covered access openings to grade lor 2. SITE PROTECTION/51LT FENCING TO BE EL.=1:2.59�'j shall be either 20-Inch diameter watertight and Insect-proof locking _0( I PROJECT: cost iron covers or thermoplortir, covers at final grade. All covers INSTALLED AS REQUIRED BY THE TOWN OF LINE OF 100' SETBACK shall be designed in accordance with section 5-111 of this standard. SOUTHOLD. FROM WETLAND BRANTUK RELOCATED E: P.H. FOR T When sampling manholes are approved to be Installed In a 5. SURFACE WATERS OR WETLANDS ARE L.P. I BURIED clrIvev4o9 or parking area, the manhole shall be designed to be LOCATED WITHIN 500' OF THE PROPERTY. EL.=15.55' RELOC. BURIED OU7DOOR I EX.'1� PROPANE TANK traffic bearing to meet the requirements of AASHT0 H SINK D.N./ 115-20 loading. -20 or V, ELEC. LINE 4 FUEL LINE SEPTIC 4. ELEVATIONS REFERENCE NAND Icle>a FRESHWATER a minimum of 0.1 foot P14ETLANr;�5 IO,-A 5. The outlet Invert elevation shall be 5. NO VISIBLE WELLS ARE LOCATED WITHIN 101--f I I --- below the inlet Invert elevation at sampling manholes and S.T. I I distribution boxes. 150' OF SUBJECT PROPERTY LINES > ff. I _0\E�L.=11 2�.:225' E3ry o -� ( 44632 MAIN RD 1. Sampling manholes shall have on inside diameter of 2 feet or (b. PROPOSED SEPTIC, SYSTEM DESIGN INTENDS > EXIST. lu RELOCATED POOL A on inside area of 2 foot by 2 foot. L TO AVOID THE REMOVAL OF ANY EXISTING STONE C.O.. ---------- IV-5" x V-6" SOUTHOLD, NY 11971 > EQUIPMENT v41 RE-ROUTED PROPANE &A5 TREES. THE PLACEMENT OF SYSTEM DRIVENAY V 11_1 : ELEC. LINE 4 NEW FUEL 17.51 1 01 \ 10. All sewer pipe penetrations in the sampling manhole shall be COMPONENTS MAY BE ADJUSTED PROVIDED z \d\16 FIRE FIT watertight. -, ---I i. ,- - > LINE NIA CRANL51PACE) EL. THAT ALL REOUIRED MINIMUM SETBACKS DRAWING TITLE: INED. INSTALLER TO CONTACT UTVOOR S�ARE MAINTA 0 i0viER. V LL3 Il" W i ARCHITECT IF RELOCATION OR (DRAIN TO D.N.) H � NOTES REORIENTATION OF COMPONENTS r -V EL.=14.Oq _j E 2" 5 SITE INFORMATION E] LU %40�E�Ll 2.�qV y SITE PLAN 5Up ------ �/ PORTION OF 171 EXIST EL.=15.0 SUFFOL< C.,OUNT"�, -HEAr-71�-7'DEFART��ENT AFFF�,OVAL EXIST. BUR[Er�) > r:>NELLINO N1 '10 _ ' -- EQUIP., �II- aul EE PROPANE LINE > ORAPE (0.1, - PATIO 4� UNCOVERED RAISED PROPANE TANK SLAB ON POOL L F_5TONE PATIO KI TURF GROUT LIN* -I E-1in L PAGE: FOUNDATION L Is W f 7 Ki�1 , 17 U17L L I NE U*Ik) I I-STORY ND.. FR. ro J E 57. IN-GROUND P- 7 RV I C E _j XI ()1w Ill C110Uj [,,%!`7', DEPfl RT�LktEk�T 0)7 iEAL t, EXIST. 2-STORY NP. FR. DWELLING Ul SWIMMING POOL 1 FOOL HOUSE W Ll"k CRAP4LSPAC.E 4 v41 BASEMENT + SLAB ON GFAr�,E < (NOT PART OF THIS FILING) I P 10 1 (NOT PART OF THIS FILING) COVERED PORCH > 1< (4 BEDROOMS) (0 BEDROOMS) F.F. EL.=15.55' EX. I I F.F. EL.=14.q" OOL HOUSE ONILY S.T. it 1 1/05/24] A P EXIST. WELL DATE: 03/0 J. OF 2 EXIST. SUPPLY LINE EX. D (NON- POTABLE HATER EXIST. L.P. I I"-' USES ONLY) COVERED -0373 T HIGH POOL FENCE W EXIST. AD. FR. 9/14/2024 J Cl F R-24 PORCHES E X. k-, STORAGE SHED EXIST. L.P. SELF-LATCHING GATE WOOD ELDS) ARBOR (NOT PART OF T. 7C;jjjICe, -t Jj^ EX15 STONE > THIS FILINC7) A EXIST. SANITARY SYSTEM PER A DRIVEWAY 1\ EXIST. WATER ------------- HATER SUPPLY LINE L LINE OF 50' 517-73ACK N1, --------------- ------ I (FILED FROM NELL TO 0 A r n C- c k n I �r othcr SUPPLY LINE H.S. REF NO. RIO-clol-011c r r - ----- inrT,_"',�C,, - nd/or JUNE 195, lqqcl) TO REMAIN (MIN. DIBTANC�17 Q Illy PROPANE TANK 4 0 r�A r Aj.. �V, 0 SEPTIC SYSTEM) EXIST. NID. FR. 03741015 (5 rPZA EA5' Y Nr NOTE: (DRY BLn&.) 10(NOT PART OF 0 5 10 20 50 4 OF t,p 50 OF N I / //� / THIS FILING) &RAPHIC SCALE 51 TEF- PLAN Sr-.ALr-: I" Q 0 W Lu J Cu Q 4-' (V C Lr) m C O N z O T .CD Ve O X :3 N O O O 4•J O m Z; C N O ca Q a 2 O W D 4-J 70 U • — U :D 4 m I U QMin . - 0 Z o m cn lW W W x W Io c o x I H w w J G. 0. L W N � W I� O O o Z 5HOULD 51TE CONDITIONS PREVENT LEACHING POOL TOP > W SLABS OR CO\/ER5 FROM BEING LOCATED WITHIN THE SPECIFIED DISTANCES FROM GRADE, "DUMMY" RINGS SHALL N BE UTILIZED TO BRING LEACHING POOL5 INTO CONFORMANCE. �ii o o M m ono NEw o P-O" MIN. PROJECT: BEDROOM HEAVY DUN 2'-0" MAX. POOL HOUSE LOCKING CAST IRON N GRADE EL. 2_6, COVER TO GRADE BRA 1 T U F.F. EL.=14.41' _ ® HOUSE COVER TO GRADE MAX. 1'-0" MIN. CONNECTION=14.3' IF DROP 'T' IS PRE-CAST GONG. 2'-6" MAX. USED ON INLET GRADE EL. 10' SEPTIC TANK=13.4' MAX. GRAD IBELO ) SEPTIC 4" HOUSE MAX. MIN 6RADE EL. ® LOWEST MAIN DRAIN 2' MAX. LEACHING POOL=12.4' 5% MAXIMUM SLOPE; - r 20" 20 - CRAWL- MIN. MIN. AS REO.V TO ACHIEVE MIN. 4 m 5DR 35 ____�p N TH15 SLOPE WITHIN 20' 44632 MAIN RD SPACE SLAB PVC OR EO. -_ _ OF PROP05ED MIN. INV. MIN PITCH 1id' FLOW LINE __ _ _ ._ _ _ __ _ _ _ - _ SANITARY SYSTEM SLATE OR OTHER SOUTHOLD NY 11971 a INV. J STOPPER OR STOPPER OR EL=11 4' O ,q MIN. 4"� 5DR 35 PVG OR EO. FLOW LINE END PLUG SUITABLE COVER END PLUG CAST IRON PIPE EL.=11.1' INV. MIN PITCH �":I' INV. �� EXTENDING 2'-0" MIN. IDOO '� EL*Oh' N :t EL.=10.1' FROM BUILDING i GALLON w = - ;r SEPTIC MAKE DROP T 0 v W W L DRAWING TITLE: _> FOUNDATION IL --- -- TANK [L ACCESSIBLE FOR Q MIN. 410 SDR 35 ry MAINTENANCE LEACHING w VC OR EO. Q SEWER PIPE SYSTEM DETAILS POOLS) > 45' ELBOWS � 8'-6" LENGTH --� -� CROSS-OVER PIPE so- ELBOW (w/ 4'-6" WIDTH) Q TO OTHER m LEACHING POOLS SUPPOLK COGUNTY HEALTH DEFARTMENT APPROVAL H.J. fi� Pfi�' NC NO. "Z4-03�5 GLEAN SAND a5' ELeow so wvE ALTERNATE "A" ALTERNATE "B" fC-TOLLAR, URROUNDING 0 z CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFICPAGE: EXIST. SAND_ VEL (SP/SbN) m IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION� �"' LAYER NOT PRESENT F O L l� �d.,.I O U !V Y l OF HEALTH SERVICES HIGHEST EXPECTED GROUND WATER EL.=0.C' _ --- -- - - - -- -- - — -- - � � — 5 MEN=1� — ems ■ 0 L APPROVAL OF COI T1 Z TED 0 14 FOR SEPTIC TANK (1) EAGHI G FOOLS 2 `. L EAN-OUT DETAIL. APOOL HOUSE ONLY L� I. LEAGHIN5 SYSTEM FOR A O TO 4 BEDROOM RESIDENCE SHALL PROVIDE 500 FT2 SIDE-WALL AREA SCALE: NTS C I. MINIMUM SEPTIC CAPACITY FOR A O BEDROOM HOUSE IS I,000 GALLONS w/ 21 S.F. LIQUID AREA. /-- rY r v-v �" v �-v v v rw \r vv�/ � ' /\� v w�-� DATE: 03/05/24 2 0f 2 (2) 5'o x 6' (EFFECTIVE DEPTH) LEACHING POOLS PROVIDE 500 FT2 SIDE-WALL AREA (1) 5.5' (L) x 4.5' (W) x 6.0' (D) SEPTIC TANK w/ 4'-2" EFFECTIVE DEPTH PROVIDES 1,000 GAL. CAPACITY d (1) 5V x 6' (EFFECTIVE DEPTH) LEACHING POOL PROPOSED FOR 50% EXPANSION HAS BEEN 9/14/2024n R-24-0373 32 S.F. LIQUID AREA. \ PROVIDED (EXPANSION POOL NOT INSTALLED) Date H H.S S. 0 f. ,.o" � 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 P51 AT 25 DAYS. �- -•- -- --- ---- 3. TANK SHALL HAVE MIN. WALL THICKNESS OF 3", TOP THICKNESS OF 6", AND BOTTOM THICKNESS OF 4". 2. LEACHING POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). �y p �+ ¢ Q 4. ALL WALLS, BOTTOM, AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORGE OF 500 PSF. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). TFIe � �V2�e disposal arid G}01� C� �p � foci l�t� 5 C thisCr�t✓ l�®I� til�� Oi.E� 5. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK I5 WATERTIGHT 4. A 3' MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEACHING ,� �EDA e POOLS SHALL BE MAINTAINED. �� N M. y 6. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX TOLERANCE OF t1/4") i n� ecteo and/o r cc rt if ced key this part e nt or other agencies and fU n d 5. A 10' MIN. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 0: ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. ` FOR /� MAXi C (� (o. AN 5' MIN. DISTANCE BETWEEN ALL LEAGHIN5 POOLS AND SEPTIC TANK SHALL BE MAINTAINED. to lxe Satisfactory i ® A X IWW'il, OF -- 0 - BEDROOMS. A 10' MIN. DISTANCE BETWEEN THE SEPTIC TANK AND BUILDING WITH GELLAR/BASEMENT SHALL BE La f� MAINTAINED, OR 5' MIN. DISTANCE IF BUILDING 15 UPON A SLAB. - 5. A 5' MIN. DISTANCE BETWEEN THE SEPTIC TANK AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. �TF 037405 AO� j OF NEB l I c c �EP , PE, cH F SEPTIC SYSTEM 1�ETAIL SCALE: NITS Office. of Fa stcw to flianagement KIM Q rn J ca � V AH C 7(5 O � c9 O O N z 0 a •� � � d. C 2 X = N SITE LAYOUT NOTES: O�E�T S�0 F E : F A E <E� : O O m �O Z r- E O I. THI5 15 AN ARCHITECT'S SITE PLAN 4 15 O O Q C6 Ln SUBJECT TO VERIFICATION BY A LICENSED Q SURVEYOR. THE INFORMATION REPRESENTED ON THIS 51TE PLAN IS TO THE FROFOSED FOOL HOUSE C�-O0 � ,00 PROJECT LOCATION &SCOPE Uj F�= L ARCHITECT'S BEST OF KNOWLEDGE. SITE PLAN & ZONING DATA n , 0 U() 403.�i�i' 2. SURVEY INFORMATION WAS OBTAINED W 511°52'40"E FROM A SURVEY DATED MAY 16, 2018 AND W PREPARED BY: GENERAL NOTES 25' ACCESSORY SETBACK 400 OSTRANDER AVENUE _ ____ _____ RIVERHEAD, NY IIa010 T ENERGY TABLE P: (051-'121-0144 DATA • STRUCTURAL DESIGN CHARTS U 1 . - � HOEDOWN, ANCHOR BOLT, , PROP. EXIST. nn 11 DRYWELL SHED EXIST. TRACTOR EXIST. STRAPPING, & NAILING DETAILS W FOR P.H. SHED (NOT PART ACCESSORY SHED PROJECT / ZONING DATA •.}-� OF THIS FILING) (NOT PART OF FASTENING SCHEDULE THIS FILING) TAX MAP # 1000-86-06-31.3 • EXIST. I NGROUND 21.6 \ 5WIMMIN0 POOL ZONING DISTRICT AG CONFORMING C .00 FRAMING GRAPHICS (NOT PART OF THIS FILING) BEAM CONNECTION PATTERNS PROP. POOL LOT AREA 5.6 ACRES FIREBLOCKING DETAILS HOUSE Vq/COVERED PORCH Gofo - SINGLE FAMILY #Z-2'1632; 04/15/01 HEIGHT < 22'-0" DWELLING Q •rr^^ EX15T. CofO - INGROUND 5WIMMING #Z-2 PROPOSED LAYOUTS aO53; II/26/01 v J ACCESSORY POOL GARAGE (NOT PART OF Goo - GG 550R TRACTOR SHED #Z-28380; 04/50/02 Q THI5 FILING) CofO - ACCESSORY GARAGE #Z-30577; II/23/04 A-201 ,00 PROPOSED ELEVATIONS -:4EXIST. ARBOR PROPOSED BUILDING SECTION (NOT PART OF CofO - ACCESSORY SHED #Z-30(b85; 01/15/05 THIS FILING) CofO - ARBOR ADDITION TO #Z-30686; 0I/13/05 PROPOSED CONSTRUCTION DETAILS EXIST. 2 STORY DWELLING DWELLING (NOT PART OF THI5 FILING) LOT COVERAGE O DESCRIPTION (FOOTPRINT) AREA LOT APP 0 EO AS NOTE COVERAGE oA e.P� TOTAL LOT AREA 241,2Ciq.0 S.F. FEE � B�� EXISTING DWELLING W/ ARBOR 3,83a.3 S.F. 1.696 NOTI BUILDING DEPARTMENTA 831 765-1802 8AM TO 4PM FOR THE EXISTING INGROUND SWIMMING a00.0 S.F. 0.4% FOLLOWING INSPECTIONS: POOL I. FOUNDATION-TWO REQUIRED EXISTING TRACTOR SHED 15&4.7 S.F. 0.796 FOR POURED CONCRETE 2- ROUGH-FRAMING&PLUMBING EX15TINS ACCESSORY GARAGE 4015.6 S.F. 1.196 S. INSULATION i 4. E AL-CONSTRUCTION MUST FRESHWATER EXISTING ACCESSORY SHED 2aO.4 s.F. 0.196 BE COMPLETE FOR C.O. WETLANDS ALL CONSTRUCTION SHALL MEET THE EXISTING SHED 68.5 S.F. 0.0% REQUIREMENTS OF THE CODES OF NEW i YORK STATE. NOT RESPONSIBLE FOR PROPOSED POOL HOUSE 541.0 S.F. 0.1% DESIGN OR CONSTRUCTON ERRORS iu p , PROPOSED COVERED PATIO 475.0 S.F. 0.1% BRANTUK POND z p ` (MANMADE) m TOTAL AREA OF ALL STRUCTURES 11042.8 S.F. 4.696 COMP w o LY WITH ALL CODES OF �- "MAXIMUM LOT COVERAGE ALLOWED - 20% NEW YORK STATE &TOWN CODES 0 10 AS REQUIRED AND CONDITIONS OF U ACCESSORY STRUCTURE REQUIREMENTS SOUTHOLD Mli BA 5oa°25'28°E SOUTHOLD "'NPLANNINGBOARD 50' R.O.N. 70.47' SOUTHOLD CODE 2&0-I5 SOUi HOI TOWN TRUSTEES W NOQ°40'28'W N01°10'28"w POOL HOUSE ROR.D. PROPOSED COMPLIES S.YS OLDHPC 51.63' 148.0' NOQ°25'28"W 378.7' p MAXIMUM HEIGHT 22.0' 15.0' YES CHD PROJECT: +/- 1,554 ' TO MAIN ROAD N 11 MIN. 51DE YARD 25.0' 121.6' YES B RA NTU K N MIN. REAR YARD 25.0' 64.8' YES � ),TE PANC'�' OP, POOL HOUSE m BUILDING MAX. - IJCE i UNLAWFUL S.F.; 5% OF TOTAL -1,23Q S.F. 516 S.F. YES PARCEL A1ITHOUT CERTIFICA7 POOL HOUSE M.S.F. 550 S.F. 541 S.F. YES OF OCCUPANCY 44632 MAIN ROAD Must provide Manual., SOUTHOLD, N.Y. 11971 D, 3 and S as per DRAINAGE GALGULATIONS RETAIN STORM WATER RUNOFF NYS Energy Code DRAWING TITLE: PURSUANT TO CHAPTER 236 NEW IMPERVIOUS SURFACE AREA; 816 S.F. OF THE TOWN CODE. PROJECT LOCATION & SCOPE PROPOSED POOL HOUSE SITE PLAN & ZONING DATA 2" RAINFALL EVENT (.17) X SURFACE AREA = 136.0 G.F. G.F. OF REQUIRED STORAGE A11 exterior lighting; (1) V(P DRYWELL PROVIDES 42.2 G.F PER FT. OF DEPTH ELECTRICAL installed,replaced or 0-1 X SURFACE AREA) / 42.2 = Ro.RD. 3.2 VER. FT. INSPECTION REOUIRED repaired Shall conforms PAGE: VERTICAL FEET OF DRYWELL t0 Chapter 172 PROVIDE (I) 8'0 X 4' DEEP DRYWELL of the Town Code TRUSS PLACARDING REQ".IIRRO G-00 ■ OO 530°0014Q11E DRAINAGE SYSTEM INSTALLATION NOTES: 15.0' A MINIMUM OF 10' 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 $ WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC. Plower door COMPONENTS, LEACHING FIELDS, 5EWER COMPONENTS AND THE E-d ductwork DATE: 10/23/23 1 OF 6 F EDGE OF ALL FOUNDATION WALL5 A MINIMUM OF 5' SEPARATION 15 REOUIRED BETWEEN DRYWELL5 4 tom.`._'zLg required. CONCRETE SLABS AND PROPERTY LINES • CONNECT ALL SUTTER LEADERS TO NEAREST DRYWELL W 3. 6 6 n N 15°48'44"W N33°44'2911W Iq.09' 21.54' 51 TE PLAN ` w SCALE: I" =50'-O" """` NOTES $ 5i=EG I F I GATI ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS SITE WORK AL. 5REVI AT I O I S IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 4 BETTER (Fb = 675) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION To6ETHER AT ALL TIMES. IT I5 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK RECEIVE CLARIFICATION FROM ARCHITECT/ENCINEER PRIOR TO PROCEEDING. BFE BASE FLOOD ELEVATION INT. INTERIOR d 2. ALL LUMBER IN CRAWL SPACES TO BE IB ABOVE SCRATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. BLDG. BUILDING K KIPS (000 LBS) cl GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT STOCKPILE TOPSOIL OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING LLI I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD SITE. STOCKPILE ALL EXCAVATED MATERIALS. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS Lu APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS .J m 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE B.O. BOTTOM OF MAX. MAXIMUM M ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TINC 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE Q :+-+ (\J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL 50LID-SAWN LUMBER, GLUED LAMINATED TIMBER, FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. BOT. BOTTOM MECH. MECHANICAL 0 C Lr) PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINC75 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDING. B.O.W. BOTTOM OF WALL IN. MINIMUM O _ b_ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 _ O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.6. FOUNDATION, CONCRETE, AND MASONRY G.J. CEILING JOIST NAVD66 NORTH AMERIGAN VERTICAL DATUM OF 1 .� Ix z Cfl 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I. CONTRACTORS TO VERIFY ALL DIMEN51ON5 OF EXISTING FOUNDATION A5 IT U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, APPLIES TO THE NEW WORK 5EIN6 PERFORMED AND SHALL COORDINATE THE COL. COLUMN NYC, BG NEW PORK CITY BUILDING GODS a C CD N O OF THE OWNER/BUILDER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 7. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CONT. CONTINUOUS O.G. ON CENTER T X U 5. A.NY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH A5 THE SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EOUIVALENT. THE 0 4 N WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DI5TINOU15HABLE MARK OR 2 ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL DBE. DOUBLE OGG. OCCUPANCY O m - � q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN515NIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE 0 4-+ b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N UNLESS APPROVED BY THE ARGHITEOVENCINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE PS20-qq. C O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS DIM. DIMENSION - ] P. GONG. POURED CONCRETE Q r R 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS OTHERWISE NOTED BEFORE THE START OF FRAMING ON PACE 6-005. GENERALLY, 5HEATHIN6 15 OF 1/2 THI0KNE55 ON WALL5 AND THE PROVISIONS OF ANSI/ALTC A I qO.1 STRUCTURAL GLUED LAMINATED D.J. � DECK JOISTS PL. PLATE ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 5. WALL5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD 1-JOI5T5: ASSEMBLIES USIN6 PREFABRICATED EA. EACH PLYWD. PLYWOOD 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALL5 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM M5055 s= ELEV. ELEVATION P.T. PRESSURE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING UNTIL I TIER OF FRAMING 15 IN PLACE. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. DOCUMENT, THE 60VERNINC BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 5. ALL OPENIN05 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED D 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. SOLID WITH CONCRETE. EXIST. EXISTING RI RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXT. EXTERIOR RM. �FROOM 4J PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES q• ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. ' 1 UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USIN6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF v 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENO-TH AT 26 F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER - - 12. THE SIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' CROSS BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE DAYS OF 4,000 P.5.1., U.O.N. n ` EXCEED 6'-O" AND AT EVERY 5'-O". 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FAR FLOOR AREA RATIO STL. STEEL W 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 11. GONG. SLA55 TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH F.A.V. FRESH AIR VENT 11 S.Y. SMART VENT "I� W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE b MIL. POLYETHYLENE VAPOR BARRIER UNDER I4. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-005. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED TIMES. AT THE COMPLETION OF WORK, THE S REASONABNTRACTORLY SHALL REMOVE ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE FF 1 FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS &OVERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL PE51ON STANDARD FOR METAL PLATE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWIN65, (1) WALL TIE PER (5) 50. FT. r , 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1.7. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT, F.J. FLOOR JOISTS [THK. THICK v c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, - AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR 6YP5UM 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A57M C37 SPECIFICATION FOR 6YP5UM LATH, OR A5TM C7q 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD r n SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. v THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FROM FOOTING TO 2 ABOVE FINISH GRADE. COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME TYP. TYPICAL n` AS PER PAGE 6-003. I.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURESAft VJ MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF FRPR. FIREPROOF � U.O.N. UNLE55 OTHERWISE NOTED Q 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, OF 40 F AND FALLING, UNLESS APPROVED BY ARGHITEGT/EN6INEER. NO _ ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." 5PEGIFIE5 PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD 51DIN6. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. AGAINST ALL CLAIMS, DAMASE5, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR 50AKIN6 UNTIL THE WOOD ARCHITECT/ ENGINEER. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, 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 CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS, 50REW5,FLA5HINC, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND H PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND ITSELF INGLUDIN6 THE L055 OR USE RE5ULTINC THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, WHERE EVER APPLICABLE. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 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 Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE MIN. 10" DEEP PROJECTING 6" ON EACH 51VE OF THE FOUNDATION WALL. I HNOR HANGER ZR ZONING RESOLUTION 1 BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK �� - PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST MGMILLIAN JAE MICROLAM CONCRETE 5LA55 TO HAVE bx6 10/10 WELDED WIRE REINFORCING. HOR. HORIZONTAL B. GEORGIA PACIFIC, 2.OE G-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND -- I6. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY " BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A5 IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 6 OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED A5 PER MANU. SPEC.s STANDARD FOR WR DD-BASED RFOR USE OR ANOE VOLUNTARY PRODUCT DEEP 4 V-O" BELOW GRADE. I /� I TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. I NSULA71 ON $ FENE57RA71 ON REOU I RMMENT5 APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND SI WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 6LA55 WINDOWS AND DOORS AUTHORRIZIZ ATTIOONN O OF S F THE ARGHITEGT/ENGINEER. GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A206.1 AND ANY I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE 5PEGIFIED. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE COMPONENT VALUE CITATION (PER 2020 NYSEGGG) COMPLIES N THE , UNLE5 OTTTOR SHALL BE RESED. AL LE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT, 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE CLEARANCES ARE PROVIDED. PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD U5ED IN STRUCTURAL APPLICATIONS MAX.U-VALUE ■ G.52 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISION5 OF ANSI/AHA AIg4.1 CELLULOSIC, 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED U-VALUE . 0.25 FENESTRATION U-VALUE MAX.AIR LEAKAGE = 0.30 GFM/SF YES 20. CONTRACTOR TO REMOVE � RELOCATE AS REQUIRED ALL EXISTING WORK � AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 3 TABLE R4o2.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR WITHIN 16' OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LA55, IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. UNLESS OTHERWISE NOTED. 21. ALL MATERIALS ARE TO SE INSTALLED AS PER MANUFAG NRER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDCE5. CATHEDRAL GEILIN6 R-49 SPRAY FOAM INSULATION T' MIN.R-VALUE 49 SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.6.5. STRUCTURAL PANEL 51DIN6 STRUCTURAL PANEL SIDING USED IN 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH R-VALUE THICK(R-t PER INCH) PER TABLE R4o2.r.2 -CLIMATE ZONE 4 YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MANUFACTURER'S 5PECIFICA7ION5. __7 EXTERIOR(Vxb") WOOD MIN.R-VALUE = 20(CAVITY) 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE DOTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I FRAME WALL R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 5. ALL WIDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ENER6Y CONSERVATION CONSTRUCTION CODE. - OF THE HOLE SHALL NOT BE CLOSER THAN 5/6 TO THE EDGE OF THE STUD. REPORTS. COMPLIANCE STATEMENT: UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT ER THAN IN THE SAME E EDOE SECTION. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR TO THE BEST OF MY KNOWLED6E,BELIEF,AND PROFESSIONAL JU06MENT,THESE PLANS AND SPECIFICATIONS ARE IN COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USIN6 CHAPTER 4[RE]. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6 OF AN EXTERIOR SURFACE. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, '7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL CODES AND REFERENCE STANDARD: NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING 5GHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 15.2.1 SQUARE AND SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. N I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFIES THE REOV AILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). E- STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 6. ALL &LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 w NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA6 5GREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. n STATE ENERGY CONSERVATION CONSTRUCTION GORE. 5HEARWALL 5Y5TEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 5I6.2.1 SQUARE AND HEX BOLTS AND SCREW5 (INCH SERIES). 0 q. ALL WINDOW5 TO BE AM RVIN. IF CONTRACTOR I5 TO SUBSTITUTE WITH HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. C� 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2.2.3. TRUSS METAL CONNECTOR PLAT ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME ES: TRUSS METAL CONNECTOR PLATES-26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS ANSISS I NATIONAL DESIGN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION WOOD F05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, THE CHARACTERISTICS OF THE AM RVIN WINDOW SPECIFIED. THE (AF4PA) AMERIGAN WOOD COUNCIL (ANC). TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED 70: ME51ON PRESSURE, WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK &ROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/ (2) .ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® REOUIREMENTS. PLUMBING GORE. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. HALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND � 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6„ CA6E ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, TEMPERED 6LA55. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSES OF 50LIM BRICK MASONRY CENTERED ® POSTING, U.O.NJ. GRADE 35 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R501 .7 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC 4 OEOORAPHIG DE51ON CRITERIA , II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE DEFLECTION OF 5TRUG7URAL MEMBERS PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. M1551LE TEST OF ASTM Elqqb AND A5TM EI666 AS MODIFIED BY 2020 NY5 BG CONSTRUCTION GODS. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG STANDARD SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET GROUND SNOW LOAD 25 LBS w/ 6" RISE 4 w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEC75 225SPECIFICATION FOR DRIVEN AS. NAILS: NAILS SHALL COMPLY ITENERS: AILS,�SPIKE, AND STAPLES. THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR ALLOWABLE BRANTU K SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. AN51/DASMA 115. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: DEFLECTION POOL HOUSE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 12• AS AN ALTERNATIVE TO NOTE#II ABOVE WOOD STRUCTURAL PANELS WITH CONSTRUCTION;S5TD 10-qq AND 2018 SBG HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE A THIGKNE55 OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 6' SHALL L/I60 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATIN HALLS, MANUFACTURER'S CODE EVALUATION REPORTS. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B ATTACHED TO THE FRAMING 5URROUDIN6 THE OPENING. PANELS SHALL BE FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES COMPLYN5 SHALL WI PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING 2.2.7NOOD5GREW5(INCH SERIES TH ANSI/ASME B 16.6.1 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE INTERIOR WALL5 4 PARTITIONS H/160 HEATHERINO SEVERE 44632 MAIN ROAD 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENINIG DEVICES NOT 5HINCLES OR APPROVED EQUAL. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT INCLUDED IN THE BE USED IN AGGOfZDADA D BHILDINO MANUFACOME, S 'S IOGOM0(o OF 1 CS.HALL CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS 4 PLASTERED GEILIN65 L./360 FROST LINE DEPTH 3'-0" SOUTHOLD, N.Y. 11971 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE ON THE BUILDING. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM ED6E OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. PLUMBING DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP5ON" MAY BE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHTSYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC REGULATIONS. ICE BARRIER REQUIRED YES AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4, ROOFING I5 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. SPECIFICATIONS. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/I20 STRUCTURAL DESIGN CHARTS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES AND AT BASE OF VERTICAL WA5TE PIPES. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NG 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT Ile)" PER 6 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADIN6 VALUES, CONTRACTOR SHALL I. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 1 I5 S SPECIFIED ARCHITECT IF ANY BY "SIMPSON" FOOT. RAFTERS. PERMITTED 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 5TRUGTURAL D51 CAN LOAD5 PAGE: b 7. PROVIDE (2) . UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED - P15H WASHER..........................................2" 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - KITCHEN SINK.........................................2" 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY - LAVATORY................................................2" USE LIVE LOAD DEAD LOAD - MANUFACTURER SPEGIFIGATIONS OF THE PRODUCT BEING INSTALLED. I6" WITHIN 4' OF EXTERIOR CORNERS. 5. ASPHALT SHINGLES SHALL BE TESTED To DETERMINE THE RESISTANCE OF _ - SHOWER/TUB...............I...........................2" THE SEALANT TO UPLIFT FORGES USIN6 ASTM D 6551. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - TOILET........................................................5" 0022 ■ 'to)0 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT 5EIN6 INSTALLED - LAUNDRY .................................................2" EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - FLOOR DRAIN..........................................3" OF I" AND 3"x3"xk" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 sf 15 sf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT 6. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4" p p BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASON DATE: 10 RY THROUGH ROOF. 2 /23 2 OF 6 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PA55ANOER VEHICLE 6ARAOE5 50 psf A5 PER PLAN AND AT SPACING NOT EXCEEDIN& 4' ON CENTER. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DRAIN GOCK5 AS REQ'D. H05E BIBS SHALL BE PROVIDED WITH BAGKFLOW ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42"9 10 psf 15 psf ELECTRICAL: PROTECTION. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 2. ALL GYPSUM BOARD SHALL BE I/2 ON WALL5 AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.RJ AT BATHROOMS AND WHERE 6. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ATTICS WITH 5TORAOE (MAX CLEAR HOT > 42"9 20 psf 15 psf r,F TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ,,_.D AR r ENERGY CONSERVATION CON5TRUGTION CODE. DEEMED APPLICABLE. INSULATION WITH BACK FLOW PROTECTION. ,r,%�� . cz, ol I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf t [vs• °` "'91 3. 5/5", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON GEILIN6 AND WALLS FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL p p 0, 1 �.� :'� 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON lei COMPLETION OF WORK. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FOIL TO BE PLACED TOWARD WARM SIDE. HEALTH DEPARTMENT STANDARDS AND REGULATION5. 41i , , `� IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING SLEEPING ROOMS 30 psf 15 psf � H �: . �';: era 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR < r - 6ENERALLY, VERIFY OR PROVIDE HARD WIRED CONCRETE PANELS OF 5/6" THICKNESS MINIMUM. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY TO CONGEALMENT OF PLUMBING. II i; :? � SMOKE DETECTORS w/ BATTERY BACK-UP IN: CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE STAIRS 40 psf 15 psf ; ' a, 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE FOUNDATION WATERPROOFING. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. (P c` ' • A. EACH SLEEPING ROOM TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 6UARDRAILS AND HANDRAILS 200 psf 15 psf �'T i c, -. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. �'v �� s"' B. OUTSIDE OF EACH SEPARATE SLEEPING - q 2sf FOR ATTIC" R-50 FOR FLAT GEILIN65 , 0)I. ,i•y�4-. 1 1, 1 � AREA IN THE IMMEDIATE VICINITY OF 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - 6.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 MECHANICAL, FUEL OAS: ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf p THE BEDROOMS (6ENERALLY THE HALLWAY) ALL OPENINGS. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION P 15 psf FOR LATH. - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION 1. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE C. EVERY LEVEL OF DWELLING 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 5.25" R-21 FOR FLOORS NY5 MECHANICAL CODE AND FUEL OAS CODE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ASGE 7-10 (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLE 0)O N DETAILS 7NrF GAL NAIL I NO/STRAFF I NO REOU RE1 �ENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L I F T, SHEAR/ I$ LATERAL WIND RE S I S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED d (SEE PAGE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q **ALL STRAPPING TO BE V4"x 20 OAUOE -- "SIMPSON" E AND ROUGH OPENING FRAMING REQUIREMENTS) 0 EQUIVALENT - G520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE U-1 FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J co LFASTENER SPEC. FASTENER c) HOEDOWN HOEDOWN B CONNECTION ?� NA I L I NO OR D DESCRIPTION AND QUANTITY SPACING LO FOR NEW a EXIST. rFOUNDATIONS ROOF GEILINO FAMINO c O� I.DIM's ARE ALL MIN. k's BASED ON USE OF ONLY A I6d ENDwALL CONNECTION: 'a✓ COMMON NAIL w/o PREBORED HOLES. s✓ z � ENDWALL "--^""""""" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER (5) :2x FULL (5) 2x FULL CORNER STUD •^ '" �ry 2. 2.WOOD IS ASSUMED TO BE DF,#2 $ BTR. IN DRY USE N OI HE16HT STUD CORNER STUD HEIGHT STUD CONNECTED TO FOR STRAP - 3 8 d* COMMON R.R. 2. iv SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST a .CD , CONNECTED TO TRANSFER SHEAR NAILS ® EA. END OF STRAP. 0 N 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL X � (V TRANSF=R SHEAR 9 • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP 0 a--+ "SIMPSON" HDO6 FOR ROOF SLOPES UNDER 5:12 WITH • • • • HOLES,SET NEW MEMBER. c m HOLDOWN ANCHOR ® ( 2-I6d COMMON 2-I6d COMMON LOCATIONS NOTED NAILS ® 6" O.G. k ROOF SPANS OF 24 OR GREATER, • • • • • • -J a�.r / 4.NO MIXING OF NAIL 51ZES OR TYPE5 ALLOWED (\f NAILS ® 6 O.G. d ON PLANS 10" O.G. IF BLOGKE USE 4 8 d COMMON NAILS ® EA. '`/ • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) q-I6d COMMON EACH LAP C O O c� O" O.G. IF BLOCKED CORNER POST " END OF 5TRAP. ? • • 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO <C CORNER P05T "``"." G J. G TIES TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-003 PER TIE GRAPHIC BELOW) "SIMPSON" "" " SPACING OF I6" O.G.THE ABOVE ASSUMES A RAFTER FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOEDOWNNAANNCHOORR a �• BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED ° OF 24" O.G., INCREASE NAILING BY A SE TION 12.4-PLACEMENT OF NAILS $ SPIKES 8 TABLE 41. ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI a 52 AT RAFTER TO TOP PLATE TO STUD GONNEGTI ON: WALL FRAMING HOLDOWN INSTALLATION OPTIONS: �.• • "'"" E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT FOR NEW P. GONG. FOUND.s .-•' ° ° ° , FOR STRAP - 3 8 d* COMMON NAILS ® EA. HOEDOWN CAST IN PLACE w/7/8"4) THREADED ROD ." . END OF STRAP. TOP PLATES AT - U INTERSECTIONS (FACE-NAIL)PAGE NAI 4 Ibd COMMON - , ...•••""" s� WHEN IN TOWN OF ISLIP OR NAILING ( L) JOISTS EA. SIDE OR EXIST P. GONG. OR NE Y CURBED OUND.s . • F WL F " 7/6"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO - • • �� MAX. NAILING GRID ABOVE UTILIZE GEOMETRY EXCEEDS THAT PERMITTED IN • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. M CONCRETE WSIMPSON SET (HIGH 57RENOTH EPDXY -- 51 ADHESIVE), 8 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT I SIMPSON #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.C. ALONG EDGES • FOR TOENAILING - 3 5 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID CAST IN PLACE HOEDOWN CONNECTION " w•". •" • FOR G.J. TO R.R. - q 16 d COMMON NAILS w/'7/5"0 THREADED ROD REOUIREMENT5 FOR """""- ••-••. ' — BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, I� RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON PER FOOT 0 c APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOEDOWN 'G' HOEDOWN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - g 16 d COMMON NAILS FLOOR FRAMING •— FOR NEW # EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST n l � ; W (3) 2x FULL ENDW FOUNDATION ® ONE STORY ONLY ALO BRIDGING TO JOI5T (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDO6 (3) 2x FULL "•""" • HOEDOWN ANCHOR ® 2-I6d COMMON HE16HT STUD „�•-~""" . �� _"""'" "" "'""'` TO STUD CONNECTION: BOOKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6 O.G. b ° TOP PLATE (TOE-NAIL) ON PLANS C O.G. IF BLOCKED G I �� FOR STRAP - 3 5 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST ° I NAILS ® EA. END OF STRAP q JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER J015T �. II FOR EA. PLATE To STUD ABOVE 4 OR 2-I6d G N BELOW - 2 I6d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® " O. "" """ BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT `-.. ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" IFIELD a° "SIMPSON" ST 14R CONNECTION DI D2 BLo KING PERIMETER EDGE ZONE s ad COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 W 8d COMMON 4" O.G. FOR NEW P. GONG. UP TO q" RAKE OVERHANG FOUND.'s -'""" HOLDOWN CAST IN PLACE w/7/,V(P THREADE;D ROD • AT STUD TO FLOOR ASSEMBLY TO SILL ,, '� GE I L I NO SHEATH I NO FOR EXIST P GONG OR NEWLY GURRED FOUND.'s . • I �" 7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY FR MIN• "'__-"" ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT N' GYPSUM WALLBOARD Sd COOLERS 7" EDGE / 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER FOR STRAP - 3 8 d* COMMON NAILS ® EA. SPECIFIED ON I `t "" ° E END OF STRAP (WRAP STRAP UNDER SILL PL.) W,4LL SHE/�TH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) JL TYP. FOUND. NOTE 4 '`. • FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN `�. S ° FOR EA, PLATE TO STUD ABOVE OR BELOW - '.� m STRUCTURAL PANELS 6d COMMON b" EDGE / 12" FIELD w/7/6"O THREADED ROD `` 2 I6 d COMMON NAILS LALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD N FLOOR CONNECTION W/ # LPT4 SIMPSON (OR .-"-- .. P.STRAP w/CE Z NAIL IN O/STRAFE NO @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES "" "� 8d NAILS m EA.END " "- OF EA.STRAP TO W EA.JOIST-(FOR FLOOR SHEATHI NO (SUBFLOOR) 2 ALTERNATE USE NOTATION: SIMPSON H2.5A) 0 STRUCTURAL PANELS: U A - NUMBER OF 6d NAILS ® EA. END OF STRAPPING (2016 WFGM, TABLE 3.7,P. Ibq);WHEN STRAPP G CONNECTION E REOUIRE5 OVER 14 NAILS, USE SIMPSON 0516 5TRAPPIN6 (OR EQUAL). I" LESS: ad COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255,P. qI) --"""'""�- • GREEATER THAN I": IOd COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2016 WFGM,TABLE 5.250, P. 2q " ..•-•" ALTERNATE AS PER TABLE 3.25D,P. 2°15) "- -��' ' I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHING NAILED 6" O.G. AT THE PANEL EDGE. W A D D - NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2015 WFGM,TABLE 51,P. ISq) ° PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE To OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2016 WFGM,TABLE 5.22F,P. 8) °° ° e a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(2016 WFGM,TABLE 5.22F,P. 2 5) ° ° °° ° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. IDE :" a ° a ° ° ° a °°a 2 - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOOR5) (2016 WFGM,TABLE 5b,P. 141) "•• .. ° FOR STRAP - 3 5 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. s - FOR ROOF 5HEA7HING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B END OF STRAP (WRAP STRAP UNDER SILL PL.) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE U K °° gRANT F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 wM '" `a ° a g USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - ~ M'"""'-"• 2 16 d COMMON NAILS POOL HOUSE P` NOTATION S I ONAO E FOR TRUSS TYPE PRE—ENO I NEERED WOOD, AND/OR TIMBER CONSTRUCTION ROUGH A B G D (2 PLY (3 PLY F OPENING HDw HDw THE FOLLOWING 51GNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 44632 MAIN ROAD 2'-0" 2 1 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX cR A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 4'-0" 3 I 2 3 I I 3 Si�L I C I NO OF TOE FLATE GABLE ENDWALL AUTHORITY HAVING JURISDICTION: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-0" 4 I 3 4 I I 4 BRACING/STRAPPING DRAWING TITLE: TOP PLATE — BLOCKING 2 FOR RAKES 12"OR DOWN ANCHOR BOLT LESS PROVIDE � , 8'-o" 6 2 5 5 1 I 5 I-- SPLICE ---} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING o 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I 4'-o" O.G. TO AGHEIVE RAKE O.H. BE "1", "II" "111" "IV", OR "V' TO INDICATE STRAPPING, & NAILING DETAILS lot-o" "i 2 4 6 2 I 6 FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BAG - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE t H 11 \ It-- THE STRUCTURE UNDER SECTION 602 OF 12_p 8 2 5 5--JL 2 I 8 BUILDING MINIMLM SPLICE''` BUILDING MINIMUM SPLICE THE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: 6d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O" 2'-0"/2'-6" 12'-0" 51-O OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, I6'-o° 4_p ATTIC PRE-ENGINEERED WOOD, OR TIMBER ANGf�OR BOLT SFE� I F I GAT1 ON�.�- CONSTRUCTION AS FOLLOWS: G-003mOO 20'-0" 4'-O"/5'-0" 20'-011 5'-0" FA - F = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS $ BEAMS 6-12" SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.2B, P. 15'1-I60) „ „ :, „ „ BACK® 4'-O" o.C, - "R" = ROOF FRAMING 24-O 4-o /5-0 24-O h-o - "FR" - FLOOR & ROOF FRAMING DATE: 10 23 23 / / 3 OF 6 CORNER gq• CONDITION FOR ALL STRUCTURES: ANCHOR BOLTS ® 3a" O.G. 26'-O" 5'-O"/6'-3" 28'-O" 7'-O" • 32'-O" 6'-O"/-i'-6" 32'-O" 6'-O" I iv SECOND FLOOR „ :, „ „ :: NOTES: 1.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE 36-O 7-O /8-9 36-O �1-O ^ . I. MIN. 7 EMBEDMENT INTO CONCRETE LENISTCONNEGTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE BLO r „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O 10-O 40-O I I-0 i rj: f=��`'...•','. " PROVIDE AN EQUIVALENT NUMBER OF NAILS GKING 2 BAYS �C� , �J, �,•i', �.•e,F W/ 5" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.G. CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 6 FILL IN TABULATEDEBSPLIGE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-6" 50'-O" 13'-O" dP. STR EAWEND) STROKE END n :: „ TOP TWD COURSES SOLID N 5.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL 60-O 12-O /IS-O 60-O I6-O OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNITPi e- LA NOTED M SERAL LOADS PLICE LEN HLBYL ALL BE MUTIPIED BY H/5; FIRST FLOOR .' THE OLLOWIN6 FACTOR s•,1 PLAN DIAGRAM OF ZONES OR REPLACED Y HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HE16HT5 MULTIPLY THE ABOVE •70-O 14-O 70-O I q-O �° h !r 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 ✓ 1211 (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): So'-O" FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 — REFLECTIVE REFLECTIVE --- " (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS II'WALL- 1.515 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. RED PANTONE WHITE 4. COORDINATE WHOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0"WALL #IB7 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RAVE MATERIAL M 15GELLANEOU5 FRAM I NC O RAPH I G5 QONT I NUOU5 BUILT-UP C I RDER5, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A F I REBLOG< NO FOR fi L.ATFORM NOOD FRAM I NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER De. WODD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 � CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q PATTERN DESCRIPTION TOGETHER 51ME BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARI NO WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER A5 FIRE-5TOPPIN6. Lu NON-LOAD BEARINO WALL OFFSET FROM SUPPORT (2)ROWS IOd NAILS m 12"O.C. THE SPAN LENGTH FROM AN INTERMEDIATE Lu (>3 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE STUDS STUD B �(3)ROWS IOd NAILS m 12"O.G. SERVES AS FIRESLOPPING. SUBFLooR - THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q +� N (2)ROH5 1/2" 4'BOLTS• 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE C � SUBFLOOR C DBL.m ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. b7 50LE PLATE BUILT UP GIRDER P MAX.32" NAILING. O r- v �(2)ROWS 1/2" m BOLTS® Ib"O.C. SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE Q JOIST SERVES AS FIRESTOPPIN6. - �- (0 SIDE WITH IDd NAILS, TWO NEAR EACH END OF �+ � E (2) ROWS 1/2" 41 BOLTS® 24"O.G. EACH PIECE, OTHERS 5TAGGERED WITH A DISTANCE ' Z BETWEEN I/6 5 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING O O N Q F (2) ROWS 5-5/a"TRUSSLOCK SCREWS® 12"O.C. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH .O cc � G (2)ROW5 5-5/5"TRU55LOGK SGREW5® Ib"O.G. P 51DE w/ IOd NAILS, TWD NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE - G X N I SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32° AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O p a--+ 1 H (2)ROWS 5-3/b"TRUSSLOCK SCREWS® 2 p BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN5. � Q m •�, Q JOIST SCREW 4"o.c.ED ON(1)SIDE OF MEMBER a--+ Q F i Lr) MAXIMUM OFFSET THREE-PIECE '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND O N 0 co (2)ROWS 5"TRU55LOGK SCREW5 m 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE 61RDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q JOIST DEPTH, d SCREWED " BOTH SIDE of MEMBER P NAILS ON EA. 51DE W/TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPNC Q '- d MATCHED SIZE OF BLOCKING (2)ROWS 5"TRUSSLOGK SCREWS m Ib"O.G. �' UNDER NON-LOAD BEARING FIRE5TOPPING AND K 5CREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 3 BLOCKING 5. THE HEADER SERVES A5 FIRE-STOPPING. PARTITIONS ® 52 O.G. STUD (2)ROW5 5"TRU55LOCK SCREWS• 24"O.G. BETWEEN 1/6 OTHERS 5TAGGERED W/ A DISTANCE OF NOT MORE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL w DOUBLE PLATE rV1.Jl FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NG P STRINGER TO SERVE AS FIRE5TOPPIN6. GANTI LEVERED FLOOR I.BEA 5 t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED L_ OABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR t CONNECTION PATTERN 'B'HHEN 10' OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRE5TOPPIN6 SHALL NOT BE REOUIRED WHEN THE BOTTOM OF 5UBFLOOR TRUSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 BAND LATERAL BRACE® 6 O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST 2) IOd NAILS TRUSS OR I LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED Y BY AIR NTS MOVINO D OUT C.J. 5HR NKAGE CRACKS OF THE INTERIOR FINIH�PLASTER OEILIN& ORN AL N A I N O F A TTE R N S FOR SIDE L.O A D E� B E A 1� S (i e . FLUSH B F_A 1� S) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE t 10)8d -LOCATIONS REQUIRUN6 FIRESTOPPING- AS FIRESTOPPIN6. -- NAILS • FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOFFIN'S MULTIPLE-PIECE MEMBERS r , I JOIST " 5d COOLER NAILS a 10" O.G. NAILED' BOLTED' h'p j I i N v BLOCKING 2"x4" BLOCK NAILED TO(4) Od NAILS GO MON� gCOOMMMOIN� oDOLTS a 2 B�OL`r9" 2 DOLTS III FIRESTOPP"INN6TIW ESN 20 A.STRAP 6 12 O.G. a I2 O.G. • 12 O.G. O b O.G. STUD GYPSUM BOARD g TWO ROWS 12"O.G. THREE ROWS 12"O.G. COVERING Is A1�LI)TS Q r^ TO UNDERSIDE of DOUBLE PLATE * Sd COOLER NAILS® 10" O.G. (10)8d NAILS BEAM SELECTION w/ STD. NAILING " o " a " o LOCATION I LOCATION 2 LOCATION 3 v ! LOCATION 4 .JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTES •1 $ 6 . " o 0 0 . . 'TU NONCOMBUSTIBLE ALTERNATE Aft DENOTES ALT.FOR USE OF DRYWALL SCREWS SOLE HOOD of ATIOORDER Q OVER STUDS, UNLESS TOP PLATE IS 4"a EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES WOOD FIRE5TOPPING DESIGNED TO CARRY THE LOAD SCREWS s6 - D'a"TYPE W OR 5 FIRESTOffi'ING LOCATION 5 LOCATION 6 2,BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROwS b"O.G. FROM THE TOP AND BOTTOM of THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL \ / THIGKNEss of THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O 0 0 O O O O 1!ERLA I D ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". OO OO O OO 00 O O O O ' '�i, �� \\ "'b 2"SPACE NOT . ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. I TO BE FILLED � ® NC NOOXBI STNIB E FIRESTOPPINO ik 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ I BOTH SIDE OF THE MEMBER. , 1 b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACIN(S. LOCATION 1 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: , STRAPPING ,2 ROWS OF 166 COMMON NAILS(12"O.C)FOR DEPTHS 12"OR LESS a. W/ 17a \ pi 4 bd NAILS LOCATION 8 FIRESTOPPIN6 LOCATION a ® EA.END a R.R. 6.s ROWS OF 166 COMMON NAILS 02'O.C)FOR DEPTHS OF 14',I6'4 16'. LOCATION 10 FULL WIDTH 2" BLOCKING z 0 lu -- " 1 0 GONSTRUGT 1 ON DETAILS WIND LOAD FATH CONNECT 1 ON DETA I L.S TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL XIS DEGK FOR T OR NEW STRAPPING INSTL. NOT TO SCALE NEW R.R.SET W/ R.R. BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOU-,LOWER TOE NAILS NOTED CONT.BLOGKINO TOP PLATE SPIKED TO R.R.'s .i ALIGN NEW $ EX. R.R.AS SHOWN KING PLAN VIEW NOTE: 51MILAR a 'SHED' WOOD JO i S WOOD JO 15 ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING .JO 15T HANOER HEADER GENERAL REG2U I REMENT5 FOR GENERAL REG2U I REMENTS FOR z W INSTALLATION OF OLINOHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADE -� o WOOD O I RDER JACK 5TUDS WOOD .JO 157 MAIN MEMBER d' 40• W -0. F- a '� JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH W 1 TH G I RDER/HEADER TYPI GAL HEADER CONNECT 1 ON I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMB DIAM.X B APPROX. 50° w/THE MAIN MEMBER E STARTED APPROX. Xs THE LENGTH OF THE NAIL FROM THE MEMBER END, B R A N T U K I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, 5TRAI6HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A QO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN POOL HOUSE MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL5. AVOID SPLITT , NO MORE THAN 2 TOE NAILS SHALL RAFTER BETINSTALLED IN EAINSIPE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. 44632 MAIN ROAD BATHTUB SUB FLOOR DOUBLE J0157 DOUBLE .JOI5 -0 TOP PLATE SOUTHOLD, N.Y. 11971 GHIM. CHASE SECURINO @ 512. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS No : (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION H/STUD5 TO ATTIC FLOOR 4 5LK'6 TO R/L SIDES H/5TRAPPING TO R/L SIDES) PAGE: TOP PLATE ® o WIND RESISTANT GON57RUG7 1 ON CONNECTORS A` 0 CHIM. CHASE WALL V ■ CONNECTION LOCATION: PART_NUMBER: NOTES: 3 Q RI DOE-TO-RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS z RAFTER-TO-WALL H-t APPLY TO EACH RAFTER DATE: 10/23/23 4 OF 6 ROOF o °Q RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REO'D BLOCKING -! a O N PLATE-TO-WALL STUD G520 @ 18" TO ALIGN H/STRAPPING Q _ APPLY TO EACH WALL STUD a EA. LEVEL ABOVE '� �_ 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD THE FIRST FL. ® z Q FLOOR/01-6. H OO ® EADER-TO-JC AK STUD G520 @ 12" APPLY TO EACH JACK STUD �� 'M;`� ` �• ` r °'"Yb�c-�� GRI PPLE STUD-TO-HEADER H5 APPLY TO EACH GRI PPLE 5TUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH 5117)EWALL END 9 03740'b per. 157. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE T�0'F N \eA SIDS VIEW PLAN VIEW I (USE WITH 5" 5CUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0 NE AL SNr�-1501_ <E**%r : ALL�NgEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "5-005" FOR NAILING 8 STRAPPING FOUNDATION PLAN NOTES FLOOR PLAN NOTES *F91'I POOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER a NEW PARTIAL HEIGHT P. GONG. MONOLITHIC SLAB: DOOR NOTE: — EXISTING TO BE DEMOLISHED - WOOD FRAME (L.G. STL. O • 2"x(b" P.T. SILL PLATES H/COPPER TERMITE SHIELD 8 Oj I. INSTALL NEW EXTERIOR DOORS BY 'ANDERSEN' Q WHEN APPLICABLE) SILL SEAL 2.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS WINDOW CHART 0 EXISTING TO REMAIN • ANCHOR BOLTS AS PER PAGE 6-005 5.INSTALL AS PER MANU 5PEC.'s NEW FOUNDATION WALL • 4" THK. REINF. P. GONG. SLAB H/bxb-IOXIO W.W.M. 4.PROVIDE (2) 2"x8" HDR., U.O.N. EGRESS LLJ NEW WOOD FRAME (L.G. /� BETWEEN CENTER d UPPER � OF SLAB 5. SEE PAGE 6-005 FOR ALL OTHER FRAMING CLEAR LIGHT VENT W 57L. WHEN APPLICABLE) / - UPON 6 MIL VAPOR RETARDER ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. ROUGH OPENING WINDOW DIMENSION J M„ TAG TYPE MODEL # OPENING PROV. PftOV. - UPON 4 THK. GRAVEL BASE WIDTH REQ'D: 20" PER PER " - UPON GLEAN COMPACTED FILL HEIGHT REOV:24" UNIT UNIT Q 4-J N NEW I-HR FIRE RATED ® MIN. (2) 2 x4 57RUCTURAL �/ • BEARING UPON P. GONG. HAUNCHED FOOTING AS PEP,VET. O SMOKE DETECTOR / GO DETECTOR NOTES: WIDTH HEIGHT WIDTH HEIGHT .- Ln OPEN REQ D: 5.? S.F. � O POST FOR 4 WALLS • B.O. FOOTING 1'-0" (MIN.) BELOW GRADE. I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT j WOOD FRAME (L.G. STL. �� 2 � � �� " O (MIN. (2) 2"x6" STRUCTURAL • PROVIDE I" THK. RI61P INSULATION AS REOV PER PET. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR A CASEMENT CXWI45 5,-0 4'-5 2-11 4-4 10.5 10 C .- O WHEN APPLICABLE) HARD WIRED TO EACH OTHER H/ BATTERY BACKUP. POST FOR 6 WALLS), U.O.N. - — � 2.INSTALL ALL AS PER MANU. SPEC.s NEW 2-HR FIRE RATED HOLDOWN: 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IX }' WOOD FRAME (L.G. 5%. OO HOLDOWN 'D' AS PER PAGE 6-005 IN COMPLIANCE WITH LOCAL CODE 0 C N z O WHEN APPLICABLE) DOOR SCHEDULE �i aul OWINDOW NOTE: 5 DOOR MATERIAL C o 0 - (V I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN 0 � C9 CASEMENT,DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); ---- 0 O m •Z INSTALL AS PER MANU. SPEC.'S. FOR TAG DESCRIPTION MANUFACTURER p N NOTES 4-' ' Ln SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWS O 4 N 0 N Q C6 AND WIDTH HEIGHT t- d O WNDOWS DOORS"ALL GSMNT WNDWS SHALL HAVE iL Q n" 5TRAIOHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL VBL. HUNG WNDWS TO BE FIR5T FLOOR TILT WASH i 195" OF 3. ALL GLAZING WITHIN WINDOWS(TYP. FOR ALL) U.O.N.;PROVIDE AT A ANDERSEN "i'-II RA TO BE TEMP. 6L. �� F FWGI2080-4 ^ ` 4.SEE PAGE 6-005 FOR FRAMININ G ELEMENTS AROUND 101 � 4 PANEL SLIDERS � II'-�i" �" • (WI MINIMUM(2) 2"X5" HEADER U.O.N. - - - - EGRES5 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF EORE5S SHALL BE FOLLOWED: +J NET CLEAR OFENINO........... 5.1 S.F. r , NET CLEAR HEIGHT............... 24" MINIMUM v • NET CLEAR WIDTH................. 20" MINIMUM W ,I ONEW TILE FLOOR: 1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON 5.NEW CONCRETE SLAB O5 NEW 4"xV ALUM. DOWNSPOUT (TYPJ U c nV ! W NATURAL LIGHT VENTILATION FLOOR AREA 350 S.F. 0 4b REO. 5.F. PROV. _ Q O O Q V 26.0 S.F. '16.4 S.F. d VENT 14.0 S.F. 64.0 S.F. 5 -7" 22'-0" , 2�U I - - - - - - - - - - - - - -1 - UR - 12" HAUNCH FTC. PO W/ FOUNDATION (UNDER III�I Nrry III R0 /! ui IIIII IIII wQ0Z pWALLS ABOVE) N PROPOSED POOL 002 HOUSE Vw ) 541 S.F. w < _ J N PROVIDE 4" POURED GONG. zSLAB W/bx6-IOxIO W.W.M. �GATHEDRAL ABOVE BETWEEN CENTER b UPPER WHITE V-GROOVE CEILING x OF SLAB SECURED IN 0. PLACE DURING POUR; 4, PROVIDE b MIL POLY ON 4" GRAVEL BASE BELOW A 201 CEILING H16H POINT SLAB PROJECT: (2) I.15"xll '7/5" LVL RIDGE L - - - - - - - - - - — — — — — I � �r (5) P05T TO (5) 1.'15"x9.5" 2.0E 6P (5) POST wRID�6�E� I T U K IG LAM HEADER ` ___ ______ __ _- _ _ _ - POOL HOUSE E w R, BUILD WALL UP 101 � p �J Q w 5_1J/ TO ROOF y� 2 RAFTERS 2 i 44632 MAIN ROAD PROVIDE 4" POURED GONG. Y d Q SLAB W/bxb-IOxIO W.W.M. p SOUTHOLD, N.Y. 11971 BETWEEN CENTER $ UPPER 02 v PROPOSED v OF SLAB SECURED IN 0 ri to R' — COVERED PATIO cV — is PLACE DURING POUR; it O, d `fl O 4 0 p N w N z� 4"15 S.F. x DRAWING TITLE: PROVIDE 6 MIL POLY ON 4 - J _ _ GRAVEL BASE BELOW U SLAB r z PROPOSED POOL HOUSE PLANS 24"x24"x56"D P. GONG. x :n a PAD FOOTING;PROVIDE ' P ANGHOP, BOLT TO r (2) I."f5"xll 7/8" 2.OE 6P LAM HEADER; 4 m❑ ❑ ❑ LFCONNECT COLUMN BASE F WRAP W/ Ix CLEAR CEDAR (CLEAR STAIN) PAGE: A-2ol O �6"x6" PT POST �6"xib" PT POST cV WRAPPED W/ Ix CLEAR i cV WRAPPED l^V Ix CLEAR 54'-0" ON A Q CEDAR (STAIN CLEAR) Q CEDAR (STAIN CLEAR) A_1030F`Lmoo _ i N 4 FROF05F 7) FOUN7ATI ON FLAN i�RCF0SED FLOOR PLAN DATE: 10/23/23 5 OF 6 SCALE: I/4" = I'-O" SCALE: I/4" = I'-all PROPOSED ROOF PLAN SCALE: 1/4" 61�A b a- O� FOF N0 `� ELEVATION NOTES BUILDING SECTION NOTES ONEW SIDING OI 1. NSTALLINEW ROOFING AS NOTED ON Q SEE AL50 NOTES AT SECTION ELEVATIONS IA MATCH SIDING AT DWELLING 2. INSTALL ICE AND WATER SHIELD FROM FASCIA � UP TO 24" FROM INSIDE FACE OF STUD WALL LU AND AT VALLEYS OVER J co O NEW ROOFING NOTE (TYP): --------------------------PROPOSED RIDGE HEIGHT _ 3. INSTALL 15 # BUILDING FELT (U.O.N.) OVER (M SEE AL50 NOTES AT SECTION 4. I/2 GDX PLYWOOD SHEATHING (BLOCK ALL Q 4-1 CM ELEV. 16.5 5 SEAMS) ; , + � ul 5 ( REO'D) GAP SHINGLE OVER RIDGE � HIPS A 'D) -� _. ® NEW ASPHALT 5HINOLE ROOFING BY 'GAF' (OR EQUAL) (MIN - - - - -nK �- r __ _-_ __ m ._ Rs - -- ---- -- -- 6. PROVIDE RIDGE VENT(AS REO'D) 30 YR. WARRANTY);TO MATCH DWELLING --- _ -- -_ - _ _ _ _ _ 7. FLASH ALL VALLEYS 12 - }: - ��.-II _ B.INSTALL DRIP EDGE (ELAGK) AS REO'D 16 •L w- -.. - f _ - NEW 6" SEAMLESS GUTTERS DOWNSPOUTS; WHITEul - -- — - - - -_ - - q INSTALL ALL AS PER MANU SPEC 's O � tV _- - --- - — - - - n' •C6 •1 ( (TYP) ALUMINUM HALF ROUND - Y _:�. _�. �� ..,..,_..-_��—_--°-��- --- - _ - - - -- _ _-- -- _ TYPICAL 5/4x5 'AZEK' WHITE (OR FEW: NEW ROOF — — — O +�� CV — O ROOF $ CEILING CONSTRUCTION: � � % � � � � OOF I NG AS NOTED 4 I. PROVIDE AT ALL FRIEZE BOARDS 8 SOFFITS _" - - _ __ ___ __---_-- �_---__---.__- --T�--..- _�--- ----------- --- - -� _ • 1/ 5HEATHIi ( LOCKING ® ALL 0 0 •� CIU O 2. PROVIDE AT ALL FASCIAS --_ -_= - - _ - - - -_. - -- - - -J Ln . 2 GDX PLYWD G B 2 - PLYWD SEAMS) I a--+ 5. PROVIDE AT ALL WINDOW d DOOR TRIMS __e_ -....r:: :- __�_ -� -- ------� - .-W.�._� ___= w ma- __.- __:.�_w. -= -- R.R.,G.J., �t G.T. A5 NOTEP ON PLANS (® SPANS Q co -------- - -__= - OVER 5' INSTALL "X" BRIDGING ® CENTER OF PROPOSED TOP PLATE ----------------- a a o SPAN, U.O.N) II PROPOSED COVERED ELEV. +q."1 • MIN. OF R-44f INSULATION - - J PORCH •• R-4q SPRAY INSULATON ® CATHEDRAL CEILING A 20l 3 TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): O • UPON "TYVEK" HOUSE WRP,P (OR EQUAL) PERMAGAST 4 0 • UPON 1/2" GDX PLYWD. 511=ATHING (BLOCKING ® COLUMN j ALL PLYWD SEAMS) • 2"xb" STUDS ® IV' O.C. W DBL. TOP PLATE MIN. R-21 BATT IN5ULAT10'4 PROPOSED FIRST FINISHED FLOOR • 5/8" GYPSUM BD. WALL FINISH U BLUESTONE UPON - 5 PROPOSED POOL , 101 O NEW SIDING NOTE (TYP.): " HOUSE O 2 SAND BASE I. INSTALL NEW SIDING (SEE ?IOTE5 ® ELEVATIONS) UPON W 2."TYVEK" HOUSE WRAP (OR EQUAL) BASEL I NE (GRADE) ., 1 , M -- ---- ----------------- - - - -- -.------- - 5.INSTALL ALL AS PER MANU. 5PEC.'s • ELEv. +o.o' 4.PROVIDE ALL NECESSARY TRIM FOR PROPER __ • i INSTALLATION NE5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL PROP. MONOLITHIC SLAB SOUTH �L��TION (FRONT) �------_-_--- - ELEV. -1.3' ' SCALE: 1/4" P- r , = O" 5 NEW TILE FLOOR: V O i. NEW TILE FINISH TO SELECT) UPON I -I/A-201 EU I LD I NO SECTION �- 2.ONE LAYER THINSET SET (LEVE'_ED PROPERLY) UPON 5.NEW CONCRETE SLAB SCALE: 1/4" = I'-O" Q •//1 W 2"xb" FRAMED WALL 4" P. GONG. 5LA5 b"xb"-IOxlO W.W.M. 5ETP�EEN CENTER 4 UPPER - - - ___ __°- :_-_ -.. -.:_•. = _-- - --- - -- -- 2"xb" SILL PLATE �. .,_- .®.-•- �- ._ .---.n.�..=_>-c-,.,,•,...,_,'-.••s-_ �-�---� � OF SLAB SECURED IN : ..-.__. , .- ,. - - ,. -- - - -_ - -• -- __, - - PLACE DURING POUR - --- ---- --- — -- - - -- - -- - - - - - -- - - - TERMITE SHIELD - - .0 a G a - _..r -- - --- — -- 2 OR. CONT. ° p REBAR TOP 3 4" GRAVEL BASE UPON BOTTOM (4 TOTAL) GLEAN COMPACT FILL 4 � b MIL VAPOR RETARDER 14< HOT DIPPED 6ALVANTIZED ANCHOR BOLTS ® 5q" O.G. 8 MIN. 12" FROM CORNERS;PIN INTO GONG. RIGID INSULATION -O" PROVIDE I T SLAB w/ MIN. 7" EMBEDMENT. ON I' /A-201 MONOL 1 TH I O 5LA5 DETAIL z W SCALE: I" = I'-a" O U NORTH ELEVAT 1 ON (REAR) TYP. ROOFING (SEE SECTION NOTES) 5GALE: 1/4" = P-O" a TYP. ROOF CONSTRUCTION (SEE SECTION NOTES) 'SIMP50N' H2.5A R �SP PROJECT: RAFTER TIE R BRANTUK POOL HOUSE G.J. A5 PER PLAN FA501A BOARD 44632 MAIN ROAD BEAM AS PER PLAN SOUTHOLD, N.Y. 11971 "SIMPSON" P064 DRAWING TITLE: / (FOR 3 PLY BM) NEW "SIMPSON" LUS26 "SIMPSON" BG52-2/4 GALVANIZED JOIST(FOR 2 PLY BM) HANGER PROPOSED EXTERIOR ELEVATIONS � / \ i 3 PAGE: P.T. COLUMN AS PER PLANS; / \ / \ INSTALL AS PER MANU. SPECIFICATIONS P.T. POST AS -201m00 PER PLAN \ / \ / GRADE O \\ �X�j O OA \\ // O 4 12"(P '50NOTUBE' FILLED 'i 11 DATE: 10/23/23 6 OF 6 SOLID W P. GONG. j1 11: ' (MIN. 4,000 FBI) �I II. • :II II "SIMPSON" (2) #5 BENT REBAR I• z P057 BASE PER ,}%'tpn P05T SIZE I " BLUESTONF UPON - 2" SAND BASE -F,F, ll O STONE PATIO , +- � ' NEW 24"x24"xl2" .I I I I rc �y t .•tt ; .�` II ! DEEP P. GONG. PAD r ''�J LL < I NE5T ELEVATION (LEFT SIDE) EAST ELEVAT 1 ON (RI O HT SIDE) FTC. (MIN. 4,000 P51) 5GALE: 1/4" = 1'-0" 5GALE: 1/4" = 1'-0" REBAR UPON (3) #5 ° +�n 7, }rr.B1". NEW (3) #5 HOR. N `" . ,c �34 t > HOR. REBAR (6 TOTAL) �^�°'°•. .«. _ �`OF �ti� 2/A-201 FERMACA57 COLUMN DETAIL 5/A-201 C0\1. PORCH DETA I L SCALE: 5/4" = 1'-0" 5GALE: 5/4" = 1'-0" X N78°07'2o"E RESIDENTIAL VACANT LAND 5 MAY 24, laaa SITE LAYOUT NOTES: N I. THIS 15 AN ARCHITECTS SITE PLAN 6 15 Q I I� TEST HOLE DATA m - I� MGDONALD GEOSG I ENGE A �' .,SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION P.O. BOX 1000 a REPRESENTED ON THI5 51TE PLAN 15 TO THE 1 I W NY I1a71 ARCHITECTS BEST OF KNOWLEDGE. /� z_ Z U1 R� SOUTHOLD, (63U 765-3677 U Q 2. 5URVEY INFORMATION WAS OBTAINED 7- - [E3kANTUK P D O FROM A SURVEY DATED 12/4/23 AND rMANMAD 14 EL=a.I' _ l w PREPARED BY: tt I LLI BROWN LOAM -! (� YOUNG ASSOCIATES 400 OSTRANDER AVE, I I0 m RIVERHEAD NY IIg01 1n 44.8 Q '+-' (V TELEPHONE: (631) 721 2503 F '`�R1 / BRowN slLrr ANDS / LOAM }' 0 r- --. , - r O d ' I 1 - ' - SITE PLAN HATCH KEY: 3 6 �•o Z O i - - •- ;50- ,,--- --- _ --- I a Lr) N PROPOSED BUILDING ADDITION z HIDE _- ) .o.w.� - PROPOSED ACCESSORY STRUCTURE - PALE BROWN - ® - —{ FINE TO PO � — y-------------- O P a m COARSE SAND AL �. A .. i �,} • O ', PROPOSED 2ND STORY /�r k I % y __" �t __- -____— W r— LL wl FtA'*� i � �' ,j ,..J 5� -PROPOSED POOL HOUSE F �' fly41 ' ,. lU TEST HI-LE - - , � DRAINAGE SYSTEM INSTALLATION NOTES: -PROPOSED BLUESTONE PATIO �.�'° �:�"" }', � ��.:::«�.. ;�,•� • A MINIMUM 10' SEPARATION IS REQUIRED BETWEEN DRYWELL5 8 EXIST." n a �" — � ♦�x+'�f.'��s WATER SERVICE LINE, UNDERGROUND UTILITY LINE-5, SEPTIC d 3 ELECTRIC , - n, ' PROPOSED QOYRD PATIO "I , =: d ";' ° COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER J - METER -= " " _ / _ t�. - •` . � ..� W DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALLS -a `A -' _ _ / PROPOSED OUTDOOR KITCHEN • A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 8 N -a ' r p 'lip PROPERTY LINES __ i WATER IN PALE -RELOCATED POOL EOU I PMENT f• ,k , . ` BROWN FINE TO • A MINIMUM 2' VERTICAL SEPARATION IS REQUIRED BETWEEN THE J o COARSE SAND -PROPOSED F I RE PIT �. ` BOTTOM OF DRYWELL5 6 THE HISHE5T EXPECTED GROUNDWATER v z :-.. ELEVATION. ' +J .. :1 • A MINIMUM 20' SEPARATION IS REQUIRED BETWEEN DRYWELL5 AND BURIED PROPANE FUEL TANKS. Q EXIST. ELECTRIC BOX • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL • SEE DETAIL 7/A-401 < COMMENTS: ' Ill' EX15T. GABLE BOX Q �[ U GROUNDWATER k w ° r �``� ENCOUNTERED 10.3' BELOW "tj EXIST. ACCESSORY SPADE _r { ", '" ". DRAINAGE SYSTEM CALCULATIONS: I T. A GE Y „ A. TOTAL IMPERVIOUS ROOF COVERAGE = a76 S.F. SHED (NOT PART OF m Q76 S.F. x 2" RAINFALL EVENT = III G.F. 5TORASE REQ.'D THIS FILING) � sy` f r• S 1 i, r�tiFa (1) 8'(D DRYWELL PROVIDES 42.2 G.F. PER FT. OF DEPTH I 4 U (1) 5'0 x 4' DEEP D.W. PROP05ED = 165.5 G.F. 5TORAGE PROVIDED .1 Iz •�.'� �{ SUBJECT PROPERTY X. ._ „,,....,.....W_a,,.._.. ,. .a c•G"to..r',,.,,. v.._.J....t,_„� `''`. c :..iY�E, f t - .',` v.: LOOATION MAP SCALE: N75 Q RESIDENTIAL I T— VACANT FRO,IE� I DATA : PA(5E � LAND 563 O—OO I .00 PROJECT LOCATION & SCOPE O PROJECT / ZONING DATA .. r t' SITE PLAN i � °° 1000-86-06-31.3 SITE PLAN & ZONING DATA m N ,C,� TAX MAP # in SCALE: I" = 60'-O" ZONING DISTRICT AG CONFORMING LOT AREA 5.5 ACRE5 O-OO2 .00 GENERAL NOTES GofO -SINGLE FAMILY DWELLING #Z-27632 ; 04/18/01 ENERGY TABLE 2qo�` STRUCTURAL DESIGN CHARTS 511°52'40"E 483.57' �of0 -INSROUND SWIMMING #Z-28083 ; II/26/OI Cofo -ACCESSORY TRACTOR #Z_28s8O ; 04/50/02 -0O3.OQ HOLDOWN, ANCHOR BOLT, - - - -� N� of W�' 1 SHED STRAPPING, & NAILING DETAILS N5q g q I GofO -ACCESSORY GARAGE #Z-3o577 ; 11/23/04 FASTENING SCHEDULE CofO -ACCESSORY SHED #Z-30685; 01/15/05 ' sso°oo'4q"'B (� GofO -ARBOR ADDITION TO (5-004.00 FRAMING GRAPHICS N33°44'2a"W -I-I: 15.0' IN DWELLING #Z-30656 ; 1/15/05 BEAM CONNECTION PATTERNS 21.54' ° ------ ( FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 250-4: FIREBLOCKING DETAILS N15048'44::W 65q 6 -------------------- PROPOSED OR055 AREA �— O I .00 PROPOSED FOUNDATION PLAN ' I EXIST. METAL BARN 1 FIRST FLOOR AREA 3�e s.F. PROPOSED FIRST FLOOR PLAN ST. �AI �R\G� (DRY BLDS.) z FRI SHED ��C\ �L\N�- � (NOT PART OF THI5 FILING) I AREA TOTALS 348 S.F. w ( O2 .00 PROPOSED ATTIC PLAN O (DRY BLDG.) � ��'�' PROP. I-STORY WD. PROPOSED ROOF PLAN _- I� \`\��FC I FR. POOL HOE 8E w/ COVERED PORCH LOT COVERAGE ui i 1 (D BEDROOM5) -2O I .00 PROPOSED EXTERIOR ELEVATIONS a EXIST. BURIED ELECTRIC -----� F.F. EL.=14Al I.F. SOUTHOLD TOWN GODS 280-4 4 280-14 0 LINES TO BE REROUTED EL.=12.16 EXIST. GONG. PAD LOT �.' PROP. SEPTIC SYSTEM AS PER 5GDH5 ,` �`�` I CESGRIPTION (FOOTPRINT) P`�A COVERAGE PROJECT: 1 REFERENCE NO. R-24-0575 DATED i p3/05/24; SEE 5GDH5 APPROVED PLANS ��` TOTAL LOT AREA 241,2aa.O S.F. � PROP BURIED ELEG. LINE -�O I ,OQ BUILDING SECTIONS BRANTU K ' FOR SYSTEM COMPONENTS AND REQ.'S �- �____�____________ i � 5 J EX. MIN D,yy, EXISTING DWELLING W/ ARBOR 3,91ci S.F. 1.69b POOL HOUSE EXIST. BURIED PROPANE TANK I z ( EXISTING INGROUND SWIMMING a00 S.F. 0.4% fz\tF- 4 FUEL LINE TO BE RELOCATED I "-'-- -- -----�----� I RELOCATED POOL •( '' i /;, , - z BURIED EXISTING TRACTOR SHED 11585 S.F. 0.7y -�.Q I QQ DESIGN DETAILS EL.=12.25' ', 01 j PROPANE TANK RELOCATED POOL ,�` - i �l� i I 8 FUEL LINE EXISTING ACCESSORY GARAGE 4,OIQ S.F. 1.1% 44632 MAIN RD STONE I EQUIPMENT w/ RE-ROUTED PRO., I DRIVEWAY D.N. -� I ELEC. LINE 4 NEW FUEL ' , , , I EXISTING ACCESSORY SHED 2ao S.F. 0.1y SOUTHOLD, NY 11971 �_ Io O i LINE (VIA GRAWLSPAGE) \O,M\N. �o � ,_: ---- _ - - -_,--- --- ----{rMIN.j 1 PROP. W-8" x EXISTING SHED II S.F. 0.090 .00 PROPOSED STRUCTURAL PLANS Q I - - __ I 5,A5 PROPANE PROPOSED POOL HOUSE 348 S.F. O.1y DRAWING TITLE: SAS FIRE PIT EL.=14.Oa PROPOSED COVERED PATIO 480 S.F. 0.2% PROJECT LOCATION &SCOPE Q I W�5AISEP PRaP------ - ,'� 4 ' ? COVERED ; EXIST. BURIED PROPOSED OUTDOOR SHOWER 42 S.F. 0.0% SITE PLAN & ZONING DATA PATIO PROP. i PORTION OF ELECTRIC LINES i' � )=XIST. BURIED ELEG• ,� �� UNCOVERED ', I TO BE REROUTED PROPOSED FIRE PIT 128 S.F. 0.190 �- I Q� ,QQ PROPOSED STRUCTURAL PLANS EXIST. BURIED ,. I DWELLING w/ _ROUTE TOE,' ' RAISED PROPANE TANK _N I SLAB ON LINE.FOOL EQUIP '' �'� PROP. OUTDOOR SHOWER PATIO I I TOTAL AREA OF ALL STRUCTURES 11780 S.F. 4Ay J X GRADE - PO--__-J s EXIST. POOL i' i i FOUNDATION �� ? (DRAIN TO D.W.) w w� EQUIPMENT TO EL.=15.07 �i I BE RELOCATED MAXIMUM LOT COVERAGE ALLOWED: 20% PAGE: - T _UAL LINE_ I Q�j,QQ PROPOSED STRUCTURAL PLANS--- EXIST. 2-STORY ND. FR. DWELLING I P pP EXIST. IN-GROUND vl 1 w/ BASEMENT + SLAB ON GRADE 0 z SWIMMING POOL i, O_JI 2 (NOT PART OF THIS FILING) E LINE (NOT PART OF THIS FILING) I �wIG-00100 =1 ALE pN-- (4 BEDROOMS) I I ]EXIST. WELL ACCESSORY STRUCTURE REQUIREMENTS P� I (NON- POTABLE EX\9T, - - - PROP. BLUESTONE PATIO I I USES ONLY) SOUTHOLD TOWN CODE 280-I5 w/ TURF GROUT LINES ,QQ PLUMBING RISER DIAGRAMS EXIST._WA R SUPPLY LINE_- ----------------- -------� I EXIST. WD. FR. DATE: 03/26/24 1 0 F 12 ---- - EXIST. STORAGE 5HED GAS RISER DIAGRAM i COVERED CODE PROPOSED COMPLIES 1 PORCHES PROP. 48" HIGH POOL FENCE ; (DRY BLDS.) THI5 FILNG)(NOT PART F MAXIMUM HEIGHT 22 1a.8 YES EXIST. w/ SELF-LATCHING GATE i I , � I WOOD � I STONE ARBOR MINIMUM 51DE YARD 25.0' 121.6' YES EXIST. SANITARY SYSTEM PER I -- o• ' E �': p EXIST. WATER , H.S. REF NO. RIO-QQ-o1IQ (FILED MINIMUM REAR YARD 25.0' 63.6' YES � DRIVEWAY SUPPLY LINE ----------- --- I Y ; r. i rs' -RM€.;+. ,t *••w ----- =------------- ----- ------ JUNE 18, IgQa) TO REMAIN `. a a Ip FOOTAGE; ( `.. r•,a MAX. 5QUARE F. u �' m 3y OF TOTAL PARCEL 7,23Q S 823 S.F. YES b j EXIST. ND. FR. I� POOL HOUSE MAXIMUM n "�� ",` '" ` ' 4. , •�`A',fie`.—... : BARN I GROSS FLOOR AREA 350 S.F. 348 S.F. YES `' - i (DRY BLDG.) 1� 41+ 'r�x\SSG L\N� (NOT PART OF o 5 l0 20 30 40 s �L THIS FILING) GRAPHIC SCALE ENLARO�D 51 TIE PLAN _ ., s , t`z° .,e. . 4: " 50ALE: Ill = 20'-0" ALL NEW WINDOWS SHALL BE MARVIN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "G-003" FOR NAILING 4 5TRAPPIN6 DETAILS. 0E IE AL 5"*",/l*-lf50L <E�,/ : WINDOW FINI5HE5 TO MATCH EXISTING DWELLING SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS _ EXISTING TO BE DEMOLISHED ,; WOOD FRAME (L.G. 5TL. WINDOW CHART Q EXISTING TO REMAIN WHEN APPLICABLE) O NEW FOUNDATION WALL EGRESS CLEAR LIGHT VENT Lu NEW WOOD FRAME (L.G. ROUGH OPENING WINDOW DIMENSION OPENING Lu 5TL. WHEN APPLICABLE) TAG COUNT TYPE MODEL # " TEMP. PRO\/. PRO\/. cc WIDTH REQ D: 20 PER UNIT PER UNIT M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL HEIGHT REOV: 24" (5.F) (5-Fa Lo ., WOOD FRAME (L.G. 5TL. ® MARVIN WIDTH HEIGHT WIDTH HEIGHT OPEN REG2'D: 5.-f S.F. POST FOR 4 WALLS m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL A 3 UCA5654 E 3'-I" 4'-5 3'-0 4'-5 YES I IE I Q = O P05T FOR 6" WALLS), U.O.N. CA MENT - O NEW 2-HR FIRE RATED B I ELGL7248 E 6'-O 4'-O 6'-O" 4'-O" YES , C9 GLIDER i z �- WOOD FRAME (L.6. STL. WHEN APPLICABLE) C 6IF CASEMMARVIN ENT U) -�e 't UCA2440 2'-I" IF-5-- 5 '- 3 " 2'-O " 3'-3 " a � c 2 X � (V FLOOR PLAN NOTES _ m C� DOOR NOTE: 0 i I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O NEW ATTIC ACCESS - PULL DOWN STAIR: m < 2 Ln <( 4 c N Q (>3 O ON PLANS BY 'JELD-WEN' (OR EQUAL). I. MIN. 350 # CAPACITY Q O d O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.DBL. FRAMING WHEN NEW OPENING 22'-6" ON PLANS BY 'THERMATRU' (OR EQUAL). 3.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-49 3.NOTE DOES NOT INDICATE EACH NEW DOOR INSULATION ABOVE w/PO. FR. (OR EO) BAFFLE OR MAX, MAX, PROPOSED;SEE DE516NATION5 4 DOOR SCHEDULE. RETAINER TO PREVENT INSULATION FROM ENTERING ^ ` 4.PLACE DOORS 4" MIN, FROM PERPENDICULAR DWELLING WHEN OPENED, AS PER NYE, EGG R402.2.4 W WALL5,U.O.N. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 5. INSTALL AS PER MANU SPEC.'s THERMAL ENVELOPE OF BUILDING). 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 4.INSTALL AS PER MANU. 5PEC.'s 14 14 'i. SEE PACE 6-005 FOR ALL OTHER FRAMING 5.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. ELEMENTS AROUND DOOR5 (TYP. FOR ALL) U.O.N. SMOKE DETECTOR / GO DETECTOR NOTES: 21 4J O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RESERVED U HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 13 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES NEW FLOOR: O SHALL NOT BE REQUIRED WHERE EXISTING ALARMS O 1. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); ARE NOT INTERCONNECTED, AS PER NY5 R314.4. SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® M 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND INTERIOR. • PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 2.NEW FINISHED FLOOR PER H.O. SELECTION 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. GRAWLSPAGE HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS NEW TILE FLOOR: 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB. q 5. INSTALL ALL AS PER MANU. 5PEG.'s O I. NEW TILE FINISH TO SELECT) UPON C 1 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.ONE LAYER THIN5ET ET (LEVELED PROPERLY) UPON v IN COMPLIANCE WITH LOCAL CODE 3.NEW " DUROCK CEMENT'BOARD (OR EQUAL) UPON WINDOW NOTE: 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); O I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN INCTERIOREREN RIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® •/-/� CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). P V J INSTALL AS PER MANU. SPEC.'S. l0 NEW GUTTER O O I-I n 1 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE 5PEGIFICATION5 AT ELEVATION NOTES © © A-501 V/ SEE DE5ICNATION5 4 WINDOW SCHEDULE. 14 Q 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS II GUTTER HIGH POINT (TYP) - AND DOORS" ON PAGE 6-002. O , 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 12 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) Alm m O b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: N 6.1. FOR ALL 5KYLICHT5 4 OPERABLE PANELS OF INTERIOR CRAWL SPACE ACCESS HATCH SWINGING, SLIDING, 4 BIFOLD DOORS 13 I. 30"x3b" ACCESS HATCH I-I 6.2. WITHIN IS" OF F.F. 2.MIN. 550 LBS CAPACITY 6.3. WITHIN 24" OF A DOOR 5.DBL. FRAMING SURROUNDING OPENING A-3ol 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING 4.INSTALL AS PER MANU. SPEC.'S (WHEN APPLICABLE) 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 UNDER-FLOOR AREA VENTS COVERED 'f. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND I. NEW I6 x8 PATIO (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET O WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 14 VENTILATION OPENING FOR EACH 150 5.17. OF ' (2) VxIO" HEADER U.O.N. UNDER-FLOOR SPACE,PER 2020 IRG R408. b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2. INSTALL AS PER MANU. 5PEG'S WITHIN 3'-0" OF NYE, R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS BUILDING CORNERS. LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" 3. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND ABOVE GRADE OR THE ADJACENT SURFACE AT THE AVOID POINT LOADS FROM ABOVE. IF POINT LOADS BUILDING EXTERIOR. UNAVOIDABLE,PROVIDE DBL. RIM JOIST ABOVE. 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL EGRE55 NOTE: VENTS BELOW GRADE; INSTALL PER MANU. 5PEG'S. IN COMPLIANCE WITH NEW YORK STATE BUILDING ELECTRICAL PANEL: UP CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 15 NEW 150 AMP ELECTRICAL PANEL LOCATION; EGRESS SHALL BE FOLLOWED: ALL INSTALLATION AS PER NYS ELECTRICAL CODE. NET CLEAR OPENINO........... 5.T S.F. NET CLEAR HEIGHT............... 24" MINIMUM ELECTRICAL METER: NET CLEAR WIDTH................. 20" MINIMUM 16 INSTALL NEW ELEC. METER AS PER NYE, MECH. CODE, 4 UTILITY CO. STANDARDS. PROVIDE EXTERNAL O4 DISCONNECT SWITCH WHEN DISTANCE BETWEEN METER ]aT RESERVED AND ELECTRICAL PANEL EXCEEDS 5'-0". 0 � � Q O RESERVED FROPOSED FOUNDATION PLAN HIGH EFFIGIENGY LAMPS: SCALE: 1/4" tN- NOT LE55 THAN 4I090 OF THE PERMANENTLY INSTALLED IZ LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER 2020 NYE, EGG R404.1 2 0 � � m IQ c) cV Q I6 I'-O" It FW- Q 15 PROJECT: 550 PANTRY B RANTU K - ► 13 m 3'-b" 3'-O" 2'-Q" r POOL HOUSE > k in 4 s HGHT. B > I - I I 44632 MAIN RD b-4 2 ►� I �' SOUTHOLD NY 11971 I r �102 1 POOLHOUSE JL I DRAWING TITLE: 54cl S.F. lz (GROSS) > PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN > I n) T m m 101 1 Fell 5 A 2'-0"- -r-O PAGE: A-301 _5:: _O I A 131 I A-1.0minOwl I O " DOOR SCHEDULE ��' DATE: 03/26/24 5 OF 12 GO 50i5 to DOOR MATERIAL COVERED PATIO TO BE I FIRE RATING APPROX. 6" ABOVE GRADE. TAG DESCRIPTION MANUFACTURER p -a N 45 MIN. RATED NOTES I 8 WIDTH HEIGHT SELF-CLOSING ® ® ® ® A-4oi FIRST FLOORF r� ° IOI FOLDING GLA55 NANAWALL I2'-0" -I'-O" • I�•• 33'-6" 5'-O" t r4 ::;t T't 102 SWING THERMATRU 2'-6" '7'-0" • • 38'-6" Y" ? 0 pA t , r Q � a� y ' FROFOSEl7 F I RST FLOOR PLAN ALL NEW WINDOWS SHALL BE MARVIN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. /=.,E IE AL 5'*%r f50I KE) : WINDOW FINISHES TO MATCH EXI5TING DWELLING �/ I y .aJ I I J� L. S ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. a WHEN APPLICABLE) FNINDON CHART EXISTING TO REMAIN NEW FOUNDATION WALL ECRE55 CLEAR W NEW WOOD FRAME (L.G. LIGHT VENT STL. WHEN APPLICABLE) ROUGH OPENING WINDOW DIMENSION OPENING W TEMP PRO\/. PRO\/. J c `j TA6 COUNT TYPE MODEL # WIDTH REO'D: 20" PER UNIT PER UNIT HEIGHT REO'D: 24" (5.F) (S.F) Q +� N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5.'1 S.F. WOOD FRAME (L.G. STL. POST FOR 4" WALLS MARVINWHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL A 5 GA EMENT UGA3654 E 3'-I" 4'-5 �" V-0 �" 4'-5 �" YES [� IE J I C = � POST FOR 6" WALL5), U.O.N. MARVINw NEW 2-HR FIRE RATED B I GLIDER ELGL-7245 E 6'-0 4-0 6-O F4-O J YES , �; Cp WOOD FRAME (L.G. STL. _ i z I" I WHEN APPLICABLE) MARVIN C b CASEMENT [-uo A2440 2'-I" 3 3 " 2'-O " 3'-3 " 0 d •� Lo FLOOR PLAN NOTE5 p p x0 4 (V DOOR NOTE: a-J N Ln O1 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O NEW ATTIC ACCESS - PULL DOWN STAIR: p i m c O O o .-- ON PLANS BY 'JELD-WEN' (OR EQUAL). I. MIN. 350 # CAPACITY �; 4 Q O a 0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.DBL. FRAMING WHEN NEW OPENING d ON PLANS BY 'THERMATRU' (OR EOUAL). 5.WEATHERSTRIP ACCESS OPENING 8 PROVIDE R-4a 3.NOTE DOES NOT INDICATE EACH NEW DOOR INSULATION ABOVE w/AD. FR. (OR EW BAFFLE OR PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. RETAINER TO PREVENT INSULATION FROM ENTERING 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DWELLING WHEN OPENED,A5 PER NY5 EGG R402.2.4 WALLS,U.O.N. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 3 C 3 C C 3 V/ 5. INSTALL AS PER MANU SPEC.s THERMAL ENVELOPE OF BUILDING). 6.PROVIDE (2) 2"AO" HDR.,U.O.N. 4.INSTALL AS PER MANU. SPEC.'S 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 5. CONSULT H.O. FOR PRE0I5E LOCATION OF ACCESS. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. O CJI. CONTRACTOR SHALL PROD DE CODE COMPLIANT O I I I I I I I SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RESERVED I � 1 = ATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW HARD HIRED TO EACH OTHER w/�EXX15TIIN6 DEVICES NEW FLOOR: I I I I I ( v, SHALL NOT BE REQUIRED WHERE EXISTING ALARMS O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); W ARE NOT INTERCONNECTED, AS PER NYE, R314.4. 50REW PERIMETER OF 5HEATHIN6 6" O.G. 6 12" O.G. ® IF I/ I I SLOP.I SLOP.I I SLOP.I SLOP.I m 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND INTERIOR. i I GEIL. GEIL. GEIL. GEIL. � W 4.SMOKE /PER O DETECTORS TO L ELECTRICAL NOTES O MAINTAIN PAGE 6-002. 2.NEW FINISHED FLOOR PER HVMIN. .O. SELECTION I SLOP )SLOP. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NEW TILE FLOOR: GEIL. 25E1 (V d OFENINC75 TO BATHROOMS w/SHOWER OR TUB. q O I. NEW TILE FINISH (H.O. TO SELECT) UPON b.SMOKE DETECTOR, AND CARBON MONOXIDE DETECTOR 5. INSTALL ALL PER MANU. SPEC.s 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON z z z z IN COMPLIANCE WITH LOCAL CODE 3.NEW " DUROGK GEMENTBOARD (OREOUAL) UPON l I O I I I J O- WINDOW NOTE: 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); \ N U \ / a U SCREW PERIMETER OF SHEATHING 6" O.G. i 12 O.G. O3 I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN INTERIOR. CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). A /1 INSTALL AS PER MANU. SPEC.'S. NEW GUTTER c�V A ry v 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 10 SEE SPECIFICATIONS AT ELEVATION NOTES ATTIC SEE DESIGNATION5 8 WINDOW SCHEDULE. UNCONDITIONED/UNFINISHED 3.FOR SUBSTITUTIONS, 5EE NOTE #11 IN "GLASS WINDOWS II GUTTER HIGH POINT (TYP.) 1-1 1_1 Q AND DOORS" ON PAGE 6-002. A-501 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 9'-4" CL6. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 12 NEW 4"x3" ALUM. DOWN5POUT (TYP.) HOT. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: RIDGE 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF INTERIOR CRAWL SPACE ACCESS HATCH SWINGING, 5LIDING, 4 BIFOLD DOORS 13 1. 30"x36" ACCE55 HATCH 6.2. WITHIN IS OF F.F. O IV „ 2.MIN. 350 LBS CAPACITY z z_ 6.5. WITHIN 24 OF A DOOR 3.DBL. FRAMING 5UROUNDING OPENING Q z J \1I - 6.4. WITHIN STAIRWAYS k WITHIN 36 OF A LANDING 4.INSTALL AS PER MANU. SPEG.'s (WHEN APPLICABLE) uI UJ ) 0=� 6.5. WITHIN TUB/5HOWER ENCLOSURES v N vtu 6.6. SEE AL50 GENERAL NOTES ON PACE 6-002 UNDER-FLOOR AREA VENTS I I I I ( N V 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND - 14 I. NEW I6 x8 (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM o - (2) 2"xIO" HEADER U.O.N. VENTILATION OPENING FOR EACH IR IRO S.F. I SLOP. SLOP.I I SLOP. SLOP. SLOP. SLOP. UNDER-FLOOR SPACE, PER 2020 R405.8. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2. INSTALL AS PER MANU. SPECS WITHIN V-O" OF GEIL. GEIL. GEIL. GEIL. GEIL. GEIL. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 BUILDING CORNERS. LESS THAN 24 ABOVE F.F., THAT ARE MORE THAN'12 3. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND R ABOVE 6ADE OR THE ADJACENT SURFACE AT THE AVOID POINT LOADS FROM ABOVE. IF POINT LOADS 321-4" BUILDIN6 EXTERIOR. UNAVOIDABLE, PROVIDE DBL. RIM J015T ABOVE. 4. PROVIDE FOUNDATION VENT WELL B COVER AT ALL EGRE55 NOTE: VENTS BELOW GRADE; INSTALL PER MANU. SPECS. IN COMPLIANCE WITH NEW YORK STATE- BUILDING ELECTRICAL PANEL: CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 15 NEW 150 AMP ELECTRICAL PANEL LOCATION; EORE55 SHALL BE FOLLOWED: ALL INSTALLATION AS PER NYS ELECTRICAL CODE. NET CLEAR OPENINO........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM ELECTRICAL METER: 3 G 3 G �� 3 NET CLEAR WIDTH................. 20" MINIMUM 16 INSTALL NEW ELEG. METER AS PER NYS MECH. CODE, d UTILITY CO. STANDARDS. PROVIDE EXTERNALI II'-b" DISCONNECT SWITCH WHEN DISTANCE BETWEEN METER O RESERVED AND ELECTRICAL PANEL EXCEEDS 5'-0". O � O RESERVED i� ry d i m d ROFOSED ATTIC G FLAN HIGH EFFICIENCY LAMPS: SCALE: 1/4" = I'-O" NOT LE55 THAN 9OG OF THE PERMANENTLY INSTALLED H LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY Z W LAMPS, AS PER 2020 NY5 EGG R404.1 g � i m � cV m Q 0 d 12 I I l0 12 ui t- OVERHANG (TYP� PROJECT: BRANTUK QP _ POOL HOUSE R ?4 I 8:12 5:12 5:12 8:12 8:12 8:12 44632 MAIN RD SOUTHOLD, NY 11971 I DRAWING TITLE: PROPOSED ATTIC PLAN I-I I I f-1 A-501 I I A-501 PROPOSED ROOF PLAN I I I , n I PAGE: A-102m0l I DOOR SGHFDULE DATE: 03/26/24 6 OF 12 I DOOR MATERIAL FIRE RATING TAG DESCRIPTION MANUFACTURER p 45 MIN. RATED NOTES WIDTH HEIGHT I- d SELF-CLOSING FIRST FLOOR � - - - - - - - - - - - - - - - - - - - - - - - - 101 FOLDING GLAS5 NANAWALL 12'-0" 1'-0" 102 SWING THERMATRU 2'-6" -1 �� .�. .� ` r f�`• r � FROPOSEM ROOF PLAN SCALE: 1/4" = P-O" ELF-VATION NOTES (D TYPICAL ROOFING: 2 I IA d I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 3 MATERIAL SELECTION BEFORE INSTALLATION uj W ALASKAN CEDAR SHINGLES a J o IA COLOR TO MATCH EXISTING DWELLING ON SITE. _ L11 t fV CONFIRM WITH H.0 // Q • � O V) PROVIDE CONGEALED FLA5HIN6 AT ALL ROOF zi m 2 INTERFACES. -- -- � c MAIN GABLE 35'-111 0 ; - i 'L UTYPICAL SIDING: DORMERS 3 ® 6'-�"; 1 ! II � � II 3 I. SEE NOTE AT BUILDIN6 SECTION FOR MINIMUM DORMERS ARE 55% LJ Z i CONSTRUCTION STANDARDS OF MAIN GABLE G u �1 I_��J a •_� N � X � N 2 BEFORE INSTALLATION RIFY FINAL COLOR AND MATERIAL SELECTION Y, LI � U �� LL L� u +-+ CEDAR SIDINO, I O p O 3� COLOR TO MATCH EXISTING DWELLING ON SITE. =N '� 0 � CONFIRM WITH H.O 4 ! 1 1 ! I 1 11 11 11 1 Q O a u O NEW b" SEAMLESS &UTTERS $ DOWNSPOUTS; -- O COPPER (GUTTERS AND DOWN5POUT5 TO MATCH -- --- - N THE EXISTING RESIDENCE ON SITE. CONTRACTOR TO V.I.F. ) ELECTRICAL METER: O INSTALL NEW ELEG. METER AS PER NY5 MECH. CODE, d UTILITY CO. STANDARDS. PROVIDE EXTERNAL �! A DISCONNECT SWITCH WHEN DISTANCE BETWEEN METER AND ELECTRICAL PANEL EXCEEDS 5'-0". H lol O RESERVED -1 z J U .- O RESERVED P F 1�_, FREEZE PROOF HO5E BIB: T 8 FASTENED w/ MASONRY ANCHORS WHEN IN FOUND.WALL SOUTH L. X T I O 1 `4 ( O I `l T) (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/DWNER)DORMER FRIEZE BOARDS: SCALE: 1/4" = I'-O" U Ell X 6" PRE PRIMED PINE FRIEZE BOARDS • PAINTED TO MATCH FRIEZE ON EXI5TIN6 DWELLING DORMER FASCIA BOARDS: ----- ---—— ---------- ---_——--- __-- - �--- --- _— x - - - --- 100 2" X 6" PRE PRIMED PINE FASCIA BOARDS - -- v • — • PAINTED TO MATCH FRIEZE ON EXISTIN6 DWELLING /1 • PROVIDE GROWN DETAIL ON FASCIA TO MATCH V J EXISTIN6 DWELLING WINDOW TRIM: OII 2" X 4" PRE PRIMED PINE WINDOW TRIM PAINTED TO MATCH FRIEZE ON EXISTIN6 DWELLING • PROVIDE EXTERIOR GAP/GROWN DETAIL AND STOOL ON TRIM TO MATCH EXISTING DWELLING 1 MAIN GABLE FRIEZE 50ARP5: 12 2" X 5" PRE PRIMED PINE FRIEZE BOARDS I� • PAINTED TO MATCH FRIEZE ON EXISTIN6 DWELLING MAIN GABLE FASCIA BOARDS: 2 I IA 13 12 2 I IA 0 12 13 • 2" X 6" PRE PRIMED PINE FASCIA BOARDS • PAINTED TO MATCH FRIEZE ON EXISTIN6 DWELLIN6 I � I I I - • PROVIDE GROWN DETAIL ON FA501A TO MATCH L EXISTIN6 DWELLING ) • FASCIA TO RETURN APPROX. 3'- 6" 3 3 3 3 4 ! 1.77— 4 �Q � 4 4 9 A-401 --v---- III I I HlII 3 3 iLLi I 3 3 � ' O 8 N — Z I 0 F.F. U EAST ELEVATION (R I O HT SIDE) NE57 ELEVATION (LEFT SIDE) w a 0 SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" PROJECT: BRANTUK POOL HOUSE 2 I IA 44632 MAIN RD SOUTHOLD, NY 11971 LLL LLE�LLIL I DRAWING TITLE: I � PROPOSED EXTERIOR ELEVATIONS i I �J ��ll LLJ 11 3� 3 G G L i LLLEc LL �� Lug PAGE: A-20 .1m0ml I III I I I I II I I I I u I I Lj Li I u DATE: 03/26/24 7 OF 12 5 I I _ r F.F. y f�r. f 6 SCALE: 1/4" = I'-O" BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): CL OI I. INSTALL CEDAR ROOF SHINGLES. Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS Lu L 5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT u (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS J CD FOR PITCHES FROM 2:12 TO 4:12,OVER ('7 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE k HIPS (AS REO'D) cl�Q LN 6.PROVIDE RIDGE VENT (AS REOV) C 1. FLASH ALL VALLEYS 5.INSTALL DRIP ED6E AS F;I 9. INSTALL ALL A5 PER MANU. 5PEC.'s O2 TYPICAL ROOF 8 CEILING CONSTRUCTION: NOTCH RIDGE TO NOTCH RIDGE TO CONNECTION 'A' AS O N Z • NEW ROOFING AS NOTED ALIGN w/BOTTOM OF I 2 ALIGN w/BOTTOM OF PER PAGE 6-005 d 'co L() d • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD ONLOOKER RAFTERS ONLOOKER RAFTERS PROPOSED RIDGE HEIGHT NEW RIDGE o `- 0 �- SEAMS) cm f 1 � O .� • R.R., G.J., d G.T. A5 NOTED ON PLANS (® SPANS OVER RIDGE ELEV. +36.6 I 2 O O 8' INSTALL "X" BRID61N6 ® CENTER OF SPAN,U.O.N) vvv O m .4-J • PROVIDE R-49 SPRAY INSULATION;T' THK. SPRAY 5 NON-STRUCTURAL O N O (E FOAM INSULATION (R-401 ® R-WINCH) 4 RAISED CEILING J015TS 4 3 Q a • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES O 0 NEW EXTERIOR WALL CONSTRUCTION (TYP): O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD n l 5EAM5) UPON 7F-70 0 0 W • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE ' • MIN. R-21 BATT INSULATION • 5/8" GYPSUM BD. WALL FINISH GO-ORDINATE BIRDSMOUTH IN TYP. : TO ENSURE R.R. NOTCHED NON-STRUCTURAL i a GONN=GTION 'BI' A5 D NEW 51D G NOTE ( ) LESS THAN 255K OFf O I. INSTALL NEW SIDING AS PER ELEVATION NOTES UPON = ATTIC - PROPOSED ATTIC--- RAFTER DEPTH (TYP J RAISED GEILIN6 a �� PER PAGE 6-005 2.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY ELEV. +24.3' �` JOIST �N�E? . TO G.J. 0 - 4.INSTALL ALL AS PER MANU. SPEC.s ( 3 5. PROVIDE ALL NECESSARY TRIM FOR PROPER �_- \ Oi INSTALLATION N O W 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL "'' 5 4 "' V/ TYPICAL FLOOR CONSTRUCTION: CONNECTION 'CI' A5 O5 I. FINISH FLOORING TO SELECT PER PACE 6-005 2. 5/4" T46 GDX PLYWD. 5UBFLOOR GLUED b SC2EWED STUD TO 5. F.J. AS NOTED ON PLANS - AT SPANS OVER & INSTALL FLOOR A55EMBLY 4 5 COVERED + 'X' BRACE ® MIDSPAN PATIO 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST r 1 FLOOR AND CRAWLSPACE, AND AT SECOND FLOOR p POOL HOUSE =� COVERED POOL HOUSE 5 4 0 JOISTS ABOVE COVERED PORCH) � �j dJ 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS ' PATIO o ®®®®T mm NEW WOOD F CONNECTION 'E'LOOR: �® Q 5A I. NEW 6" WHITE OAK HARD WOOD FLOORING AS CONNECTION 'E' AS PER PAGE 6-005 PROPOSED FIRST FINISHED FLOOR PER PAGE 6-005 STUD TO 5 5A ELEV, +15.5' -� 5 5A STUD TO OUN-REINFORCED P. GONG. SLAB FLOOR ASSEMBLY 1 ` FLOOR ASSEMBLY Q b I. 4" THK. UN-REINFORCED P. GONG. SLAB UPON 1 BASELINE (AVERAGE GRADE) 1 2. 6 MIL POLY VAPOR BARRIER UPON 5. 4" (MIN) GRAVEL BASE ELEV. +14.q' OBLUESTONE PATIO: PER PAGE 6-005 I. 1.5" THK. BLUESTONE UPON GRAWLSPAGE GRAWLSPAGE � CONNECTION 'DI A5 2. 4.5" THK. UN-REINFORCED P. GONG. SLAB UPON 6 6 Q SILL PLATE TO 3. 4" (MIN) GRAVEL BASE AIN m z PROPOSED CRAWL51FACE SLAB FLOOR ASSEMBLY ELEV. +11.5'------------------------------ SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTIN65 A55UME5 A SOIL BEARING CAPACITY OF 1.0 TONS/5.F. NOTE: LOAM STRATA WERE ENCOUNTERED UNTIL APPROXIMATELY EL.=5.6' (NAVD 1988). FOOTIN65 MUST BEAR UPON THE "FINE TO COARSE SAND" STRATA 5EOT I ON I -I/A-501 5EOT 10N 2-2/A-501 ENCOUNTERED BENEATH THIS. ANY EXISTING LOAM BENEATH PROPOSED FOOTIN05 SHALL BE EXCAVATED UNTIL SAND STRATA ENCOUNTERED;BAGKFILL w/GLEAN ENGINEERED SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" FILL, COMPACTED IN 6" LIFTS. SEE ALSO TEST HOLE DATA. FN- Z w O NOTCH R06E TO NOTCH RIDGE TO V ALIGN w/BOTTOM OF ALIGN w/BOTTOM OF j ONLOOKER RAFTERS 1 2 ONLOOKER RAFTERS f� 1 2 I 1 2 �CXXX�CXXX�XXX�U RIDGE RIDGE 0 FILL CAVITY OF HDR w/ NON-STRUCTURAL INSULATION (TYP. FOR RAISED GEILIN6 DBL. PROJECT: HDR'5 IN 2"xb" JOIST(BEYOND) NUJ EXTERIOR WALLS) N O 0 3 4 � za za BRANTUK o °00 POOL HOUSE ak = L - O O - ATTIC O a t4 a 44632 MAIN RD SOUTHOLD, NY 11971 DRAWING TITLE: BUILDING SECTIONS COVERED - PATIO T b PAGE: A-30moLm0J. DATE: 03/26/24 8 OF 12 SEOTION 5-5/A 50I SCALE: 1/4" = 1'-0" Y` PROVIDE STRAPPING 8 NAILING PROVIDE STRAPPING 4 NAILING AS PER CONNECTIONS 'D' 4 'E' IN AS PER CONNECTION 'E' IN PROVIDE 5" (MIN) GONG. COVER "TYPICAL NAILING/STRAPPING PROVIDE 5" (MIN) GONG. COVER "TYPICAL NAILING/STRAPPING OF ALL REBAR WITHIN P. GONG. REQUIREMENTS FOR UPLIFT, OF ALL REBAR WITHIN P. GONG. d REQUIREMENTS FOR UPLIFT, FOUND. WALL5 P. GONG. FTG'S. SHEAR, $ LATERAL RESISTANCE" FOUND. WALLS +€ P. GONG. FTC'S. Q SHEAR, t LATERAL RESISTANCE" ON PAGE 5-005 ® EA. JOIST/ ON PAGE 0-005 ® EA. STUD NEW 2"x6" (BELOW STUD) b NEW 2 xb P.T. SILL PLATE STUD (AS APPLICABLE) UPON SILL SEAL UPON 2"x4" (BELOW F.J) P.T. SILL LJJ PROVIDE INSULATION BETWEEN COPPER TERMITE SHIELD PROVIDE INSULATION PLATES UPON SILL SEAL UPON CAVITIES PER ENERGY TABLE BETWEEN CAVITIES COPPER TERMITE SHIELD J (� (WHEN APPLICABLE) PER ENERGY TABLE NEW 5/5"0 HOOKED ANCHOR 2'-0" LAP FLOOR SYSTEM AS BOLTS w/5" SQUARE WASHER d ENDNUT;SPACING (TYP) a, NEW 5/8"4) HOOKED ANCHOR BOLTS w/5" 5QUARE Q (WHEN APPLICABLE) �_ N NOTED ON PLAN WASHER 4 ENDNUT;SPACING FLOOR SYSTEM AS Ln AS INDICATED ON 0-003 0 FOUND. WALL LEDGE w/ AS INDICATED ON 6-005 NOTED ON PLAN FOR STUD WALL d ® 45" O r— O.G. FOR F.J. PLATE —————————— __ _— - _ 0 P.T. SILL PLATE (BEYOND) - -� >: (� ASPHALTIC DAMP ASPHALTIC DAMP I I II L z PROOFING TO EXTERIOR PROOFING TO EXTERIOR (2) #6 VERT REBAR EXTENDING n . I _ N ., OI V7TO TOP OF FOUND WALL, a —_—= -11—— I a. 'co Lo - z - z 1----- -T >1 n lyl i-- r}yf DIRECTLY BENEATH STEEL I I °I I' °II GRADE COLUMN BASE PLATE, POST . . I I I I. PROVIDE 5" (MIN) GONG. COVER I I II C X N 4 a GRADE BASE, OR BEAMS AS INDICATED I I 'I I ° . OF ALL REBAR WITHIN P. GONG. I j O 0 �' C9 ON STRUCTURAL PLANS °<I I I I FOUND. WALLS 8 P. GONG. FTC'S ------- ------ —�I—— I -c 0 m +-, � 4 II I ------- 4 � 4 a Ile° � NO 0 C3 I C I' I Q � � � 0 l I � 1j (2) #6 BENT REBAR ,I I . I I #5 REBAR (TYP) #4 HOOKED VERT. REBAR ® 48 O.G. 4 '11 — #4 HOOKED VERT. REBAR ® 45" O.G. I• ' °16 I I 11 'd 11 P. GONG. WALL AS P. GONG. FOUND. WALL (MIN. 4,000 P51) " .II ��— - P. GONG. FOUND. WALL (MIN. 4p(::>0 PSI) I II PER DETAILS #5 BENT II _ II _ _ I I I I REBAR (TYP) Oi #4 HOR. CONT. REBAR ® TOP t 11 p #4 HOR. CONT. REBAR ® TOP d II ' .4�I I I BOTTOM OF WALL (2 TOTAL) I . - BOTTOM OF WALL (2 TOTAL) , 1 -- I (5) #5 HOR. REBAR UPON (5) #5 HOR. I II I ' III 1 I I I REBAR RUNNING PERPENDICULAR WITHIN 11II'' III I' I P. GONG NT. GO . FTC. (MIN. 4,000 P51) 4 8"— —O P. GONG. CONT. FTC. (MIN. 4,000 PSI) O" O ENLARGED P. GONG. PAD FT6.;PROVIDE III° III be ' I I d.a II II ADDITIONAL REBAR BESIDE CONT. HOR. I I j11I - I I 11 — 4I I REBAR FROM CONT. FT6. AS PZG'D. I III III I ' `O I III 4" P. GONG. SLAB I I 4" P. GONG. SLAB '.I I ; I li l.. . I II 14 ° " I I I I I � - i► ',a ---- °_ III .I I uIII. . i1 I �1 �V l..)e �.J ��J,-��.� �.� ��;.. 4 vim. y r U - vrr,-��t ��4 ( U� aJI " aIdIq � - ° VP. GONG. GONT. FT6. 11 . I I .b MILPOLY — — I — - - b MIL — ° - A5 PER DETAILS CORNER CONNECT I ON MOISTURE RETARDER — — _ -MOISTURE RETARDER- ---_- _ II .II 9 • JI ------------------ 4" GRAVEL BASE- i — 4" GRAVEL BASE -- - - -- --4. 4- 1 I -4" I -4" 56"x56"xlb" DEEP P. GONG, PAD —(5) #5 HOR. CONT. REBAR _--- (i) #5 HOR. (5) #5 HOR. CONT. REBAR FTC. (ENLARGED PORTION OF P. `fl WITHIN P. GONG. CONT. FT6. AS GONG. CONT. FTC) (MIN. 4,000 PSI) — PROV. GLEAN ( I PROV. GLEAN I PER DETAILS;COORDINATE COMPACT FILL I I I ' - COMPACT FILL I LAYOUT WITH REINFORCEMENT #5 REBAR (TYP) 2'-O" LAP � WITHIN ENLARGED PAD FTC. -O" (TYP) _ POUND. MALL DETAIL (PARALLEL TO F.J.) 2 FOUND. NALL DETAIL (PERPENDICULAR TO F.J.) 3 ENLAROED CONTINUOUS FOOTINO DETAIL ________I ____I i;-------------- Q P--401.01 SCALE: 5/4" = I'-O" A-401.01 SCALE: 5/4" = 1'-0" A-401.0I j SCALE: 5/4" = 1'-0" — — _ ------ -- h-- k- ----------- -II -II II - II Q-, #5 BENT O� REBAR (TYP) b"xb" P.T. POST INSIDE HB$G PERMAGAST (OR EQUAL) PROVIDE 2 BY PRE PRIMED COLUMN CASINO;CONNECT TO PINE TO WRAP b" X b" SUPPORTED BEAM AS PER COLUMN. DETAIL ON COLUMNS STRUCTURAL PLAN NOTES TO MATCH CORNER BOARD DETAIL ON THE EXISTING DWELLING. CONTRACTOR TO 51MP50N 0566 POST BASE; Y.I.F. COLUMNS TO BE PROVIDE 5" MIN. GONG. PAINTED TO MATCH COVER ON ALL SIDES I��2� I DAMES HARDIE I"x4" 4"x4" P.T.POST ry z CEMENT TRIM(COLOR PR By PRE PRIMED BLUESTONE PATIO FINE TO COLUMN Y2" TO BE SELECTED)A DETAILING. DETAIL ON COLUMNS „ ❑ 20 'T' CONNECTION "• GRDE TO MATCH CORNER BOARDNIn YQ ° ni. I 'SIMPSON" ABA44 DETAIL ON THE EXISTING o o , _�o•. o 0 o c III II 1 ® COLUMN BASE DWELLING. CONTRACTOR TO „ ��_ - • 'uj_lJa STONE PAVERS ® V.I.F. COLUMNS TO BE PAINTED TO MATCH 14"(P "50NOTUBE" FILLED II 77Tr SHOWER FLOOR J/ \ }L� SOLID w/P. GONG. °11 •�I (V 23�4." 2" REBAR OVERLAP �RL�� T�I L• (MIN. 4,000 PSI) a FINISHED GRADE �-401.OI SQUARE FOOT SF-32 ° 'II a SCALE. 3/4" (2) #5 BENT REBAR 41 CONCRETE FOOTING ? n (CENTER BETWEEN Ij II 4 FORM FILLED SOLID 10 m 'SONOTIJBE" FILLED �I' GOLUI�N DT I L SOLID w/P. GONG. •4 8 PARALLEL REBAR I w/P. GONG. (MIN. (MIN. 4,000 PSI) z IN FT6.) II II 4,000 P50; INSTALL -401.0I PER MANU. SPECS. SCALE: 5/4" = I'-D" 0 (4) #5 HOR. REBAR d ° ° ,II' .II °• , to F- Z UPON (4) #5 HOR I I °j1 •.° a � REBAR (5 TOTAL) II I _J 4 O V PORCH POST FOOT I NO DETAIL OUTDOOR SHONER DETAIL 0 -401.01 A-401.01 PROJECT: SCALE: 5/4" = I'-O" SCALE: 5/4" = I'-O" BRANTUK 8 THICK REINFORCED CONCRETE POOL HOUSE "I THIC PROVID7METAILTO MAIN DWELLING. CONTRACTOR TO V.I.F. BEFORE PURCHASING. TO BE PAINTED TO MATCH. - O RA55 SHOULDER ARE, (T`rf=.) 24" DIAMETER I N 44632 MAIN RD INLET ORATE 4 FRAME PROVIDE I X 6 PRE PRIMED PINE. I' OR DEE I NED SURE?�CE COVER TO BE PAINTED TO MATCH _ SOUTHOLD, NY 11971 PROVIDE I BY PRE PRIMED PINE FOR r" DRAWING TITLE: SOFFIT. TO BE PAINTED TO MATCH _ PROVIDE I" x 8" PRE PRIMED I r DESIGN DETAILS PINE TO BE PAINTED TO 14 MATCH THE EXI5TING CORNER BOARD DETAIL ON THE MAIN - DWELLING ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PROVIDE I" x 121, PRE PRIMED I —I I PINE TO BE PAINTED TO MATCH THE EXISTING CORNER ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ( I— BOARD DETAIL ON THE MAIN PAGE: � O- -� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -� A-40 . 0 :1 Lu i PROVIDE GROWN DETAIL IL I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I - SIMILAR TO EXISTING GROWN ON THE MAIN D14ELLIN5. I I ( I--) GROWN TO BE PAINDH. MATCH. DATE: 03/26/24 9 OF 12 PROVIDE I" X 5" PRE PRIMED O Z I I I I PINE TO BE PAINTED TO MATCH THE EXI5TIN6 CORNER �y PRECAST GONG. BOARD DETAIL ON TH M IN E GROUND LEACH I NO R I NO. SEE PROVIDE COLUMN GROWN DETAIL w�4 TER GLCULTI ONS ON AIL SIMILAR TO EXISTING ON THE MAIN DWELLINGS Cr� ' • -' SITE FLAN FOR REQ'D CORNER BOARDS. EFFECTIVE DEPTH CONTRACTOR TO V.I.F. �.L � . BEFORE PURCHASING. TO BE CH DETAIL 2 -O" D I METER AS 2 1-011 PAINTEDON EXIST N6TDWELLINC � fat. MIN. PER SITE PLAN MIN. t 9 -� DRYhIELL DETAIL EXTERIOR ENTABLATURE DETAIL F OI SCALE: 5/4" = I'-O" A-401.01 SCALE: 5/4" = 1'-0" CL _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 Lu � --1 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J CD 1 � 5TL. WHEN APPLICABLE) M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL `(V WOOD FRAME (L.O. 5TL. ® P05T FOR 4 WALL5 qB 10 10-5 = 6j WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL 4B 4B O P05T FOR 6 W6LL5), U.O.N. - - - - - - - - - - - - - - - - - - - - - - "O 0 0 NEW 2-HR FIRE RATEDZo WOOD FRAME (L.O. 5TL. L N Z O O 0 WHEN APPLICABLE) 10 14 - - - - - - - - - - - - 14 a �cc d' I I U POST 8 COLUMN DESIGNATIONS: / \ 13 12 l0 6 5 C 2 XO N STRUCTURAL PLAN NOTES O O POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOWS. NOTE THAT THESE DESIONATION5 DO NOT IMPLY � -`} 0 v 0 I OSPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED N 0 c NO 0 C-0 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD Q .- p. O ACROSS BEARITED POSTS/NBOVE 6 POINT. LADE SPLICES DIRECTLY FRAMING REQUIREMENTS. I- ® STACKED POST/COLUMN: M --Q (2) 2"x4" POST g2 (2) 2"x6" POST r, 8 LOCATE INDICATED P05T/00LUMN BENEATH POST/COLUMN m ON FLOOR ABOVE. A3 (5) 2"x4" POST B3 (3) 2"x6" P05T GRAWLSPAGE STACKED POST/COLUMN: 0' �`❑ ,;®. ,;®•. - - - - cv_ - VJ LOCATE INDICATED P05T/0OLUMN ABOVE POST/COLUMN ON FLOOR BELOW. MBE4 (4) 2"x4" POST B4 (4) 2"x6" POST I 3 ® I ; O3 LOAD BEARING WALL (ABOVE): D AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2N4" POST B5 (5) 2"xb" POST ;t 5 I P, UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. INTERIOR LOAD BEARING WALL: II 6 5 U • - 3B A5 INDICATED BY HATCHING. 3-1/2 O.D. SGH 40 5-1/2 O.D. SGH 40 ®'; ;®: I II 12 , ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON O-1EG STL. COL. (ASTM 0--E STL. COL (ASTM J_ - I 7 _ n 1 F.J. OR BEAM (WHEN APPLICABLE) BELOW. AI23) BY SIMS `"' �1-�1 AI23) BY SIMS 14 (- - VJ STEEL (OR EQ) STEEL (OR EQ) � L ' W HOLDOWN (FOUNDATION TO IST FLOOR): ry 2'-8" 2'-8" _ 4-1 ■ 4B HOLDOWN�B' AS�ER pA6E 6-Q03 • O6"xb" POST W/ 5QUARE CASING: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: - N 5 1. PROVIDE 6"xb" P.T. POST INSIDE HB46 PERMAGAST(OR 4B L - - _J 10 4B EQUAL) COLUMN CASINO. (OPTION 5A- SEE BELOW) ) I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT CONNECT POST TO FLUSH BEAMS w/5IMP50N COLUMN FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND -I'-?,�2" 15'-3y2" 10'-8y2" U GAP AS FOLLOWS: DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. - CONTINUOUS SPANS: GG66 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION - CONTINUOUS SPANS w/ SIDE BEAM: G0766 (SELECT SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR G VERED - /r COLUMN GAP DIMENSION "W3" PER 51PE BEAM WIDTH) - N \� ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER TIO - CORNERS: CCU66 (PROVIDE 5IMP50N HWP HN6R. TO ENCOUNTERED. V J CONNECT INDICATED ADJOINING BM) p qC - 2. CONNECT POST TO FT6. w/SIMP50N 0566 COLUMN BASE 4 PROVIDE 3" MIN. GONG. COVER ON ALL 51DE5. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. COVERED PATIO PAD FOOTINGS: 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT Q O POST AS NOTED SEPARATELY UPON 14"4) P. GONG. PIER 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. 5 6 5 5 6 6 5 UPON "SQUARE FOOT" 5F-32 CONCRETE PAD FOOTING, AS 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL PER DETAIL 5/A-401. ASTMA615 GRADE 60. WWM FOR SLA55 DO NOT NEED TO BE CONTINUOUS FOOTING: COATED. O I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I DETAILS I/A-401 4 2/A-401 (TYP) SHALL BE STA66ERED. -1 L O FOUND P.T. POST UPON OR TD OOR 5HONER. 1• PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN 6'-5y2" 14'-by2" II'-4" F. FIERPLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, AS PER DETAIL 6/A-401. GOVERA6E5, AND PLUMBNESS. UN-REINFORCED P. GONG. SLAB 5. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT qA 1. 4" THK. UN-REINFORCED P. GONG. SLAB UPON CONCRETE. 2. b MIL POLY VAPOR BARRIER UPON 5. 4" (MIN) GRAVEL BASE REINFORCED P. GONG, 51-AB CONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE qB 1. 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 1. THESE 5PECIFICATION5 SHALL APPLY FOR THE POURING OF 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE CONDENSER SLAB) UPON HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 5. 4" (MIN) GRAVEL BASE FROFOSED FOUNDATION STRUCTURAL PLAN BLUESTONE PATIO: 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. qG 1. 1.5" THK. BLUESTONE UPON 2. 4.5" THK. UN-REINFORCED P. GONG. SLAB UPON 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL SCALE: I/4" = I'-O" 3. 4" THK. (MIN) 6RAVEL BASE CONFORM TO AGI 306. TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / to (I) 2"x6" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF (WHERE TEMPERATURES WITHIN 10° F OF CONCRETE. INDICATED). 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. • ANCHOR BOLTS AS PER PAGE 6-005 REMOVE AS REOV. • P. GONG. FOUND. WALL AS PER DETAILS I/A-401 (PERPENDICULAR TO F.J) 4 2/A-401 (PARALLEL TO F.JJ 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE • P. GONG. FT6. AS PER DETAIL NOTED SEPARATELY PERMITTED WHEN NECESSARY. • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER FN- • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN AND SHALL BE WITHIN 0° F OF CONCRETE TEMPERATURE. APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS /STOOPS 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 10'-8y2" Z (WHEN APPLICABLE) q, NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 O HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) (A5TM G4cI4/G4g4M, TYPES G AND E). L)(3) I.'15"xq.5" T.J. 2.OE MIG OLLAM LVL 4B 5 ENLARGED CONTINUOUS FOOTING 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL 45 FLUSH BM;FASTEN TO ADJOININ6 � �u II 1. ENLARGE CONTINUOUS FOOTING TO 36" WIDE x 18" AREAS EXCEED ONE 5QUARE INCH. FLUSH BM. w/SIMPSON HWP HN6R. DEEP,CENTERED DIRECTLY BENEATH BEARING POINT IL - - - OF P05T 4 EXTENDING PERPENDICULARLY FOR IS" ON 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS B2 (36" TOTAL LENGTH). REACHED A COMPRESSIVE STRENGTH OF 800 P51. 2. ENLARGED PORTIONS SHALL BE POURED MONOLITHICALLY w/SURROUNDING CONT.FT6. 4 WALL. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I 3 III � 3. TOP OF FOOTIN65 SHALL BE FLUSH 2"xl0" G.J. 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED ® I6" O.G. - 2"x10" G.J. ® I6" 0. .. (dip PROJECT: FOOTING TO INCLUDE: TYPICAL DOOR/WINDOW HEADER NOTE, _ w/ 5IMP50N LU525' v • (5) #5 REBAR ORIENTED IN DIRECTION OF CONT. PROVIDE (2) 2NIO" HDR AT ALL DOORS 4 WINDOWS, U.O.N. < Q Lu HNOR. 0 FLUSH BM. I �� FT6;THIS AMOUNTS TO AN ADDITIONAL (2) #5 SEE PAGE 6-005 FOR NAIL ING/5TRAPPIN6/FRAMINO Lu v I I I BRANTU K REBAR FROM THOSE ALREADY PRESENT IN Ib"x8" REQUIREMENTS BY OPENING WIDTH. DEEP CONT. FT6. V IL U�Q I QN • (5) #5 REBAR ORIENTED PERP. TO CONT. FT6. SOIL BEARING CAPACITY NOTE: - tu O � � Q� POOL HOUSE 6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. STRUCTURAL DE516N OF FOOTIN05 ASSUMES A SOIL w 0 Q J� I V Q FOUND WALL ABOVE CENTER OF ENLARGED FT6. BEARING CAPACITY OF I.O TONS/S.F. H ® IN I I Y.J '1. SEE ALSO DETAIL 3/A-401. NOTE: LOAM STRATA WERE ENCOUNTERED UNTIL 12 PROVIDE 4 SHELF FOR GONG. SLAB AND/OR F.J. BEARING. APPROXIMATELY EL.=5.6 (NAVD I0155). FOOTINC75 MUST U ® I _ 44632 MAIN RD BEAR UPON THE "FINE TO COARSE SAND" STRATA J POOL p t11 ' INTERIOR CRAWL SPACE ACCESS HATCH ENCOUNTERED BENEATH THIS. ANY EXISTING LOAM BENEATH x HOUSE 13 1. 30"x36" ACCESS HATCH PROPOSED FOOTINGS SHALL BE EXCAVATED UNTIL SAND u U 34q SF cV az in0 SOUTHOLD NY 11971 2.MIN. 550 L65 CAPACITY STRATA ENCOUNTERED;BACKFILL w/ GLEAN ENGINEERED I -� (GROSS) I I z 0 3.DBL. FRAMING SURROUNDING OPENING FILL, COMPACTED IN 6" LIFTS. SEE AL50 TEST HOLE DATA. - 4.INSTALL AS PER MANU. SPEC.'S (WHEN APPLICABLE) Q ---� B3 I�N DRAWING TITLE: UNDER-FLOOR AREA VENTS 6"x6" P05T WRAPPED WITH PRE PRIMED PINE: O I m 14 1. NEW IVW5" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET SA I. PROVIDE 6"x6" P.T. POST WRAPPED WITH PRE PRIMED 4B (5) 1.15"xq.5" T.J. 2.OE MICROLLAM LVL w/ (2) THK I PROPOSED STRUCTURAL PLANS VENTILATION OPENIN6 FOR EACH 150 S.F. OF PINE (REFERENCE DETAIL 8, PAGE A-401) CONNECT I STL. FLITCH PLATES RAISED HDR. (FLUSH w/C.J) 5 UNDER-FLOOR SPACE,PER 2020 IRG R405. POST TO FLUSH BEAMS w/SIMPSON COLUMN GAP AS 1 _ 1 2. INSTALL AS PER MANU. SPECS WITHIN 3-O FOLLOWS: OF - CONTINUOUS SPANS: GG66 J O z BUILDING CORNERS. 3. 51TUATE VENTS WITHIN F.J. BAY5/15ETWEEN STUDS AND - CONTINUOUS SPANS w/ SIDE BEAM: G0166 (SELECT AVOID POINT LOADS FROM ABOVE. IF POINT LOADS COLUMN GAP DIMENSION "W3" PER SIDE BEAM WIDTH) I �-� UNAVOIDABLE, PROVIDE DBL. RIM JOIST ABOVE. - CORNERS: EGG bb (PROVIDE 5IMP50N HWP HNOR. TO z 3 I J Q I III Q I 2"xl0" G.J. ® 16" O. .. z N 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL CONNECT INDICATED ADJOINING BM) 0 j 0 FASTEN RAISED HDR U w/SIMPSON LUS26 VENTS BELOW GRADE; INSTALL PER MANU. SPEG'S. LL 2. CONNECT POST TO FT6. w/SIMPSON CB66 COLUMN Q I 0 N� TO CONTINUOUS SPAN VQ ulu HNOR. ® FLUSH BEAi�!5 z ( SASE 4 PROVIDE 3" MIN. GONG. COVER ON ALL SIDES. V_ T ;p U I FLUSH BM. w/ SIMPSON O�p 0 N ; PAGE: �� 7�-� HHU55.50/10 HNGR. ;� ��j �-� I I.I�►u Q�m z •� LL= I ?z� p�� I (5) 2"x6" POST TO ® N z z I U I® No O I CONTINUOUS SPAN LVL _ � 1301 COVERED PATIO ~ 0 i S-101001 �- Na W F.J. (IN LIEU OF TYP. 0 zro 505.5 S.F. JACK/K NO SS N N 3* ;� ly SPEG.'D I ON PAGE 0-005) x IL� mtu tu 3 I I _< j N z � �� DATE: 03/26/24 10 OF 12 �® 3 m 5 5 (5) 1.15"xq.5" T.J. 2.OE MICROLLAM LVL FLUSH BM. g 5 (SPAN CONTINUOUSLY ACROSS ALL COLUMNS) FROFOSED FIRST FLOOR STRUCTURAL PLAN SCALE: 1/4" = 1'-0" 0E I `FERAL I �550L <F I : EXISTING TO BE DEMOLISHED NEN TIAL HE16HT a_ �,4O0D FRRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Q W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J cu m 5TL. WHEN APPLICABLE) N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL C WOOD FRAME (L.G. 5TL. ® P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ O O � POST FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED --- --- --- � Cfl WOOD FRAME (L.G. STL. O C CV z O WHEN APPLICABLE) > _ � N STRUCTURAL PLAN NOTES POST 8 COLUMN DESIGNATIONS: P05T5 $ COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O O O 4-J Cfl AS FOLLOWS. NOTE THAT THESE DE516NATIONS DO NOT IMPLY 4 O m 4-1 r- O SPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY EL5EWHERE, AS SPECIFIED a--i STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS , 0 O BY OTHER CONSTRUCTION DOCUMENT NOTES # STANDARD ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. Q a O ABOVE INDICATED POST5/0OLUMNS. K ® STACKED POST/COLUMN: M---E� (2) 2"x4" P05T 82 (2) 2"xb" POST _- - - - - - - - - - - - - - - - - - - LOCATE INDICATED POST/COLUMN BENEATH P05T/COLUMN ON FLOOR ABOVE. ®� (3) 2"x4" POST B3 (3) 2"xb" POST STACKED P05T/0OLUMN: LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON N FLOOR BELOW. A4 (4) 2"x4" P05T 84 (4) 2"xb" POST LOAD BEARING WALL (ABOVE): 3 AS INDICATED BY DASHED OUTLINE. ® ® �'"� ALIGN STUD5 OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2"x4" POST B5 (5) 2"x6" POST p -iz ATTIC 'iz p V UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. ( � V� UNGONDITIONEDAMFINI5HED Vz z I U ' INTERIOR LOAD BEARING WALL: 3B 3-I/2" O.D. SGH 40 5-I/2" O.D. 5GH 40 - - - - - - - - - - - - - - - - - - - - - AS INDICATED BY HATCHING. ,�__ I I STL. COL. (A5TM �; STL. COL (ASTM N N D ALIGN STUDS OF BEARING " WALLS TO LAND DIRECTLY UPON --E AI23) BY SIM5 u AI23) BY SIMS A -. 54 B4 2B -.I F.J. OR BEAM (WHEN APPLICABLE) BELOW. m m STEEL (OR EQ) STEEL (OR EQ) 4_ J OHOLDOWN (FOUNDATION TO I5T FLOOR): `}B HOLDOWN 'B' AS PER PAGE 6-005 Ob"xb" P05T w/ SQUARE CASING: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: + 5 14'-Sy2" 10'-Sy2" I. PROVIDE 6"x6" P.T. POST INSIDE HB46 PERMAGAST (OR EQUAL) COLUMN CASING. (OPTION 5A- SEE BELON) I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT / 1 CONNECT P05T TO FLUSH BEAMS w/SIMP50N COLUMN FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND v GAP AS FOLLOWS: DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. - CONTINUOUS SPANS: CC66 2, IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION - CONTINUOUS SPANS w/ SIDE BEAM: GGT66 (SELECT „ SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR COLUMN GAP DIMENSION W3 PER SIDE BEAM WIDTH) ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER - CORNERS: ECCUbb (PROVIDE SIMP50N HWP HNOR. TO ENCOUNTERED. CONNECT INDICATED ADJOINING BM) 2. CONNECT POST TO FTC. w/SIMP50N GB6b COLUMN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. BASE 4 PROVIDE 3" MIN. GONG. COVER ON ALL SIDES. Q COVERED PATIO PAD FOOTINGS: 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT _ O POST AS NOTED SEPARATELY UPON 14 'P P. GONG. PIER 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GORE. UPON "SQUARE FOOT" 5F-32 CONCRETE PAD FOOTING,AS 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL PER DETAIL 5/A-401. ASTMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE CONTINUOUS FOOTING: COATED. --- --- --- O I6"x8" DEEP P. GONG. CONTINUOUS FOOTING AS PER 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS DETAILS I/A-401 d 2/A-401 (TYP) SHALL BE STAGGERED. OFOUND 8 P0575 FOR OUTDOOR SHOWER: 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN 4"x4" P.T. POST UPON 10"(P P. GONG. PIER PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, AS PER DETAIL 6/A-401. GOVERAOE5, AND PLUMBNE55. UN-REINFORCED P. GONG. SLAB 8. CEMENT SHALL CONFORM TO A5TM 0-33 FOR STANDARD WE16HT EA 1. 4" THK. UN-REINFORCED P. GONG. SLAB UPON CONCRETE. 2. b MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE - REINFORCED P. GONG. SLAB CONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE gB I. 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE CONDENSER SLAB) UPON HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. G }�'� G J� I �I 3. 4 (MIN) GRAVEL BASE FROF05EL ATT I G JTRUGTURl' L PLAN BLUESTONE PATIO: 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. gG I. 1.5" THK. BLUESTONE UPON 2. 4.5" THK. UN-REINFORCED P. GONG. SLAB UPON 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL SCALE: I/4" = I'-O" 3. 4" THK. (MIN) &RAVEL BASE CONFORM TO AGI 306. TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / IO (I) 2"x6" P.T. SILL PLATE w/ COPPER TERMITE SHIELD d SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10 F OF CONCRETE. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF (WHERE INDICATED). 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. • ANCHOR BOLTS AS PER PAGE 6-005 REMOVE A5 REOV. • P. GONG. FOUND. WALL A5 PER DETAILS I/A-401 RIDGE BEAM POST GAPS: (PERPENDICULAR TO F.J) 4 2/A-401 (PARALLEL TO F.J) 6. THE U5E OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE PROVIDE THE FOLLOWING POST GAPS AT ALL • P. GONG. FT6. AS PER DETAIL NOTED SEPARATELY PERMITTED WHEN NECESSARY. POST-TO-RIDGE BEAM CONNECTIONS. PROVIDE SHIMS AS • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR REQUIRED WHEN P05T WIDTH EXCEEDS RIDGE BEAM WIDTH. • B.O. FOOTING 5'-0" BELOW GRADE MIN. -1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - SIMPSON AG4 OR AG6 POST GAPS (MATCH POST APPLICABLE) DEPTH) AT INTERMEDIATE POSTS SUPPORTING Z • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS /STOOPS 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. CONTINUOUS RIDGE BEAMS. w - SIMPSON LCE4 P05T GAP AT ENDS OF RIDGE BEAMS. 2 (WHEN APPLICABLE) g. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE 0 • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 O HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) (A5TM G4g4/C4g4M, TYPES G AND E). ID m U ENLARGED CONTINUOUS FOOTING 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL II I. ENLARGE CONTINUOUS FOOTING TO 56" WIDE x I8" AREAS EXCEED ONE SQUARE INCH. - - - - - - - - - - - - - - - - - - DEEP,CENTERED DIRECTLY BENEATH SEARING POINT � - - - - - - - - � OF POST $ EXTENDING PERPENDICULARLY FOR IS" ON II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED 2"xl0" 2"xl0" 2"xl0" 2"xl0" 2"xl0" 2"xl0" BOTH SIDES IN DIRECTION OF CONTINUOUS FOOTING TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS R.R. ® RR. ® R.R. ® R.R. ® R.R. ® R.R. ® 6I " .O.C..O 16"O.G. II6" O.G. I6" O.C! hb" O.G. Ib" O.C. ~ (56" TOTAL LENGTH). REACHED A COMPRESSIVE STRENGTH OF 500 PSI. I I 0 2. ENLARGED PORTIONS SHALL BE POURED f MONOLITHICALLY w/SURROUNDING CONT. FT6. 4 WALL. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. I I O J m O O M 0 O m O-1 3. TOP OF FOOTIN65 SHALL BE FLUSH ul W z�p w ul z�p W �p u� 4. INCREASE HORIZONTAL REINFORCEMENT AT ENLARGED u Q Q p w I PROJECT: FOOTING TO INCLUDE: TYPICAL DOOR/WINDOW HEADER NOTE: >YI N o W_vI N 0 la w a W1 a N 0 la • F5T6,T REBAR AMOUNTS ORIENTED TO AN ADDITIONAL ANT. SE PAGE 6 005 FOR NAILING%TRAPPIN6/FRAM N6 U.O.N. I ►u IX 0 U ry w O U w O N w O I B RANTU K REBAR FROM THOSE ALREADY PRESENT IN Ib"x8 REQUIREMENTS BY OPENING WIDTH. ® O a x;® ° DEEP CONT. FT6. x F N I POOL HOUSE • (5) #5 REBAR ORIENTED PERP. TO CONT. FT6. SOIL BEARING CAPACITY NOTE: � ® � 6. PROVIDE (2) #6 VERTICAL REBAR WITHIN P. GONG. STRUCTURAL DE516N OF FOOTINC75 A55UME5 A SOIL A' ll: 6:12� 8:12 8:12 5:12 5:12FOUND WALL ABOVE CENTER OF ENLARGED FT6. BEARING CAPACITY OF 1.0 TONS/5.F. 1. SEE AL50 DETAIL 3/A-401. � +i �� +�NOTE: LOAM STRATA WERE ENCOUNTERED UNTIL +�, `s + `4+PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING. APPROXIMATELY EL.=5.6' (NAVD Ig88). FOOTINGS MUST J < J � ' ,l44632 MAIN RD BEAR UPON THE 'FINE TO COARSE SAND STRATA INTERIOR CRAWL SPACE ACCESS HATCH ENCOUNTERED PROPOSED FOOTN AT THIS. ANY EXISTINO TEDOAM BENEA SAND H1o"aM. (2) 2"x1o" BM. (2) 2"x1o" BM. SOUTHOLD, NY 11971 I. 30'x36 ACCESS HATCH 522-2 w/LU528-2 w/LUS28-2 2.MIN. 550 L55 CAPACITY STRATA ENCOUNTERED;BAGKFILL w/ GLEAN ENGINEERED HNOR (3) I.'T5"xll.8'f5" T.J. 2.OE HANGERS (3) I.'15"x11.875" T.J. 2.OE HANGERS 3.DBL. FRAMING SURROUNDING OPENING FILL, COMPACTED IN 6 LIFTS. SEE ALSO TEST HOLE DATA. OVERLAY VALLEY FROM I MICROLLAM LVL RIDGE BM. MIGROLLAM LVL RIDGE BM. OVERLAY VALLEY FROM 4.INSTALL AS PER MANU. SPEC.'s (WHEN APPLICABLE) OUTER ED6E OF TRIPLE OUTER ED6E OF TRIPLE DRAWING TITLE: 6"xb" P05T WRAPPED WITH PRE PRIMED PINE: R.R. (TYP;ALL VALLEYS) I I R.R. (TYP;ALL VALLEYS) UNDER-FLOOR AREA VENTS O (2) 2"xi0"BM. (2) 2"xlo" BM. (2) 2"xl0" BM. OI. NEW I6"x8" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET SA I. PROVIDE 6"xb" P.T. P05T WRAPPED WITH PRE PRIMED I B4 w/ LU528-2 B4 w/LU528-2 B4 w/LU528-2 B4 PROPOSED STRUCTURAL PLANS 14 VENTILATION OPENING FOR EACH 150 S.F. OF PINE (REFERENCE DETAIL 8,PAGE A-40U CONNECT HN&R. HAN6ER5 HANGERS UNDER-FLOOR SPACE,PER 2020 IRG R408. POST TO FLUSH BEAMS w/SIMPSON COLUMN GAP AS 2. INSTALL AS PER MANU. 5PEC'S WITHIN 3'-0" OF FOLLOWS: BUILDING CORNERS. - CONTINUOUS SPANS: 0066 I }�� N +�� O �`� +�� +/� 3. SITUATE VENTS WITHIN F.J. BAYS/BETWEEN STUDS AND - CONTINUOUS SPANS w/ SIDE BEAM: GGT66 (SELECT �C -�� ry . AVOID POINT LOADS FROM ABOVE. IF POINT LOADS COLUMN GAP DIMENSION "W3" PER 51DE BEAM WIDTH) �- UNAVOIDABLE, PROVIDE DBL. RIM JOIST ABOVE. - CORNERS: ECcU66 (PROVIDE SIMPSON HWP HN&R. TO 8:12 612 8:12 5:12 5:12 5:12 4. PROVIDE FOUNDATION VENT WELL d COVER AT ALL CONNECT INDICATED ADJOINING BM) VENTS BELOW GRADE; INSTALL PER MANU. SPECS. 2. CONNECT P05T TO FT6. w/SIMP50N 01566 COLUMN PAGE: BASE 6 PROVIDE 3" MIN, GONG. COVER ON ALL SIDES. I 0-1 da z IY 0 -1 qa w� O 0-1 °J >xa No x ® H I iv" S ri N ® �a -,�° da IS ®2 ■ ® j�'� � �� -® (VJ ® w tV� ® 0 0 N; Rp ry; �Q �Q ry; �Q 2"x10" 2"110" 2"xi0" 2"XIO" 2"x10" 2"xIO" DATE: 03/26/24 11 OF 12 R.R. ® R.R. ® R.R. ® R.R. ® R.R. ® R.R. L _ 6" O.G. I6"O.G. - - - - - 16" O.G. 161, O.G _ - - - I6" O.G. I6" 0.0 - J m m C,aV FROFOSEI7 ROOF STRUCTURAL PLAN _k s G, 5GALE: 1/4" = 1'-V N RESIDENTIAL AL VACANT AN T LAND \ _ N-5-O7'20"E— MAY 24, 19aQ 51TE LAYOUT NOTES: dJ � - 14T I. THI5 15 AN ARCHITECTS 51TE PLAN 8 15 I TEST HOLE DATA Aw 1 SUBJECT TO VERIFICATION BY A LICENSED .� SURVEYOR. THE INFORMATION O I MGDONALD GE05GIENGE W REPRESENTED ON TH15 51TE PLAN 15 TO THE IX p I �� P.O. BOX 1000 +� Q ARGHITEGT'5 BEST OF KNOWLEDGE. j z z 50UTHOLD, NY II�(71 2. SURVEY INFORMATION WAS OBTAINED "°° - - 0 I �'�.�` LLI LI FROM A SURVEY DATED 12/4/23 AND / p BRANTUK P D _- (MANMAD J � =��_ � EL=Q.1' x r ^ O ��?� .J m PREPARED BY: I ! I - ' _ - BROWN LOAM YOUNG AS50GIATE5 �'� a •- 400 OSTRANDER AVE +� .� -°` m RI VERHEAD NY I MOO 44.8 � I , • � F HWA7'ER BROWN SILTY 1 �", ' LOAM � '- TELEPHONE: (631) 727 2303 - W LANDS 36 ec.- _ '� Q (D a-J tY SITE PLAN HATCH KEY: a - �J- ci O I N f �1� PROPOSED BUILDING ADDITION 50'- T \T Lo � X U N OWIDE PALE BROWN a 0 Q Q PROPOSED ACCESSORY STRUCTURE f i .o'W' I - COARSE SAND I -- � FINE TO T �0 � ..,► •I"'�,{ .�' �.'`�• r � �.•� � -� Q � r- d " r+ :h N cz PROPOSED 2ND STORY ,� <Z ---------- PROPOSED . + POOL HOUSE .g ; w TEST HbLEL .� �$`,o •' X�' ^�.r�`'.�``tr�`„.�•° . DRAINAGE SYSTEM INSTALLATION NOTES: EL.=�i.l' = M� -PROPOSED BLUESTONE PTI O �'.* I a� ,I • U O SEPARATION IS REQUIRED BETWEEN DRYWELLS Ll A MINIMUM I z EXIST. �.� to , WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC -PROPOSED COVERED f=ATIO ELECTRIC - » COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER METER " - - DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS -a N -PROPOSED OUTDOOR KITCHEN ' i-- i e.. `sa s" �. • A MINIMUM 5 SEPARATION I5 REQUIRED BETWEEN DRYWELLS d ►n Q WATER IN PALE -RELOCATED POOL. EaU I PMENT '� � �" " i i •°. � .� i pp ` i i BROWN FINE TO PROPERTY LINES � oV -i � �i p +�'•.:„° ,,,.' `ti �..... .. • A MINIMUM 2' VERTICAL SEPARATION 15 REQUIRED BETWEEN THE �� i COARSE 5AND -PROfi OSED F I RE P 1 T rye''" ?' '` ' �'R'`' -�` 70 BOTTOM OF DRYWELL5 $ THE HIGHEST EXPECTED GROUNDWATER v z �" _ ELEVATION. tX , •• U • A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELLS AND O -a ` r '' " BURIED PROPANE FUEL TANKS. 4 EXIST. ELECTRIC BOX v 17.0' / °TM�:"+ x P ~ 'e f ? �� • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL I lY �� `;' W EXIST.GABLE BOX • SEE DETAIL 7/A-401 Q COMMENTS: GROUNDWATER ; I ENCOUNTERED 10.5' BELOW I EXIST. ACCESSORY GRADE ",; ," , ` • DRAINAGE SYSTEM CALCULATIONS: TOTAL IMPERVIOUS ROOF COVERAGE = Q76 S.F. SHED (NOT PART OF .t ' M .b , * , ;bt�A Q76 S.F. x 2" RAINFALL EVENT = 162.7 G.F. STORAGE RE0.'D THI5 FILING) m i .t a ;• - �"' : (1) V0 DRYWELL PROVIDES 42.2 G.F. PER FT. OF DEPTH I l T y` SUBJECT PROPERTY <-�s (1) V0 x 4' DEEP D.W. PROPOSED = 16,5.5 G.F. STORAGE PROVIDED LOCATION MAP 4D 5CALE: NT5 RESIDENTIAL j VACANT PO�E� I DA I A : FAOE <E�LAND 055�53„W -- j g(b3 PROJECT / ZONING DATA -0O I ,O2 PROJECT LOCATION & SCOPE r -- - -- -_- --_T- -- --- - SITE PLAN & ZONING DATA m 5I TE PLAN icxat TAX MAP # 1000-86-06-31.3 0 r SCALE: I" = 60'-O" ZONING DISTRICT �I AG CONFORMING LOT AREA 5.5 ACRES - �— O2 .®® GENERAL NOTES o ENERGY TABLE CofC -SINGLE FAMILY DWELLING #Z-27632 ; 04/15/01 z '�t It STRUCTURAL DESIGN CHARTS c 0 POOL-INGROUND SWIMMING #Z-28O55 • I I/26/01 0 Z z 455.57 _ c� O N -_- HOLDOWN GofO -ACCESSORY TRACTOR #Z-28380 ; 04/30/02 •®® , ANCHOR BOLT, N �, g OF w� -SHED - --_= STRAPPING, & NAILING DETAILS 0 z z o 5goy�q`\\"B R\ON ��a5q'\\W Iw =_- -- --- - - _ FASTENING SCHEDULE W ?m W ~ CofO -ACCESSORY GARAGE #Z-30577 11/25/04Fn N I� zw GofO -ACCESSORY SHED #Z-30685; 01/13/05 __-- IL on w o > s30°00'4a"E lug C.ofO -ARBOR ADDITION TO #Z-306B6 I/13/05 Q.w z = o N a' N L..----- -00�•00 FRAMING GRAPHICS O a o = w, 15.0' I- DWELLING _ _ BEAM CONNECTION PATTERNS o o_ N z = �- N3324442ci W FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 280-4: o m qo�a'\\ W � ,----------------------------- I -- -- -- ----- -- FIREBLOCKING DETAILS Z 0 o 0 o a cr NISIao�44 W - g5 I PROPOSED GROSS AREA A-• 10I ,02 PROPOSED FOUNDATION PLAN -Elu, o 0 g W o 0 - _ - EXIST. METAL BARN I FIRST FLooR AREA f 34b s.F. PROPOSED FIRST FLOOR PLAN z 0 z z o 0 o: m \gyp (DRY BLDG.) _ —"_ ___ __ — __ — w ru0 00 � = Q' EXIST. ND. BUR (NOT PART OF THI5 FILING) v> N = = w v FR. SHED �X\6 L\N AREA TOTALS 345 S.F. g N � E. = Z > o o L---==-_ --_ -- ---- ----- - O w a a O w (DRY BLDG.) A- 102:02 PROPOSED ATTIC PLAN O Q = = m a O = +- fik/Sr D.W. PROPOSED ROOF PLAN N M LOT COVERAGE --- -- �;; (D � ono -- �i c I A-20I x02 PROPOSED EXTERIOR ELEVATIONS a -------------------- SOUTHOLD TOWN GORE 280-4 & 280-14 o "' 00 m EL.-12.38'I E 5 GONG PAD- EL.=12.16 DESCRIPTION (FOOTPRINT) AREA - PROJECT; ' Y % LOT ' PROP. PTIC SYSTEM AS PER 50DH5 I I COVERAGE /E ERENGE NO. APPROVED DATED I RELOCATED TOTAL LOT AREA 241,2Qq.0 S.F. �®�OI O2 BUILDING SECTIONS 03/05/� • SEE 5GDH5 APPROVED PLANS , � _ _ B RA IVTU K ' _ �___-- D.W. FOR BURIED FQ>lZ SYSTEM COMPONENTS AND REQ.S � � -- EL.=15.55' RELOG. BURIED` OUTDOOR Ex. I PROPANE TANK EXISTING DWELLING w/ ARBOR 3 ala S.F. 1.6% POOL HOUSE ELF-C. LINE i SINK D.W. FUEL LINE _ �G EXISTING INGROUND SWIMMING __POOL r cI00 S.F. 0.490 (j - I L EXI5TINO TRACTOR SHED 1,585 S.F. - 0.190 I EL.-12.25 1 I — L -- — ®� ,®� DESIGN DETAILS I - 44632 MAIN RD _ p yy __ I IS'-8" x 15'-6" EXISTING ACCESSORY GARAGE 4,Ola S.F. 1.-7 EXIST. z RELOCATED Pool ; ��_____ _+ I I ___-�_`_-_�_-_-- - =----—- _ - --- -- -- -- ---- - --- --- SOUTHOLD, NY 11971 STONE : EQUIPMENT w/ RE-ROUTED ; I i PROPANE GAS EXISTING ACCESSORY SHED 290 S.F. O.I� DRIVEWAY z ELEC. LINE NEW FUEL A3 �' �I ��/� ��`. / FIRE PIT - ----- - ,' O LINE (VIA GRAWLSPACE) \ L�- 4 6` `� \ `� I EXISTING SHED 6�i S.F. O.O�O 1: 1I / Y _ �j— I 0 I ,QQ PROPOSED STRUCTURAL PLANS DRAWIN_G_TITLE:_ L CHANGING SPACE -' / �\ I PROPOSED POOL HOUSE 348 S.F. 0.1% -- EL.=14.OQ' �_v i =�`` `� I -PROPOSED-GOV RED PATIO =- 480 S.F 0.2% PROJECT LOCATION &SCOPE SITE PLAN & ZONING DATA ` \ PROPOSED CHANGING ROOM _ 53 S.F. 0.030 EXIST. BURIED EI-EC• -1_-- 1_i -- ` , I PROPOSED FI E IT - 8 S.F._ - _ 0.1 . G PROPOSED STRUCTURAL PLANS PORTION OF TO r r � ` ' EL.=15.071� S- I 0 .® EXIST. BURIED F DWELLING w/ RE-ROUTE PROPANE TANK / X SLAB ON LINQ'OOL >:QUIP. �.�___BURIED PROPANE LINE _______ Q q UNCOVERED RAISED TOTAL AREA OF ALL STRUCTURES 117a1 S.F. 4.11 - ~\'✓ W��U I PATIO _ - � GRADE BLUESTONE PATIO w/ TURF GROUT L I NE5 �y FOUNDATION L-__ _ - N -- - -- - �lz MAXIMUM LOT COVERAGE ALLOWED: 20% PAGE: J S— I Q�j,DO PROPOSED STRUCTURAL PLANS tU -s - - - -- --- - � 1z U/U I-STORY ND. FR. - EXIST. 2-5TORY WD. FR. DWELLING �� EXIST. IN-GROUND p�W I POOL HOUSE w/ SWIMMING POOL J�J e w/ BASEMENT + SLAB ON GRADE �I} ��► GRAWL5PAGE 8 ICL (NOT PART OF THIS FILING) 00 :1■ 0 (NOT PART OF THIS FILING) IID COVERED PORCH P�ONB._ OL (4 BEDROOMS) (o BEDROOMS) ACCESSORY STRUCTURE REQUIREMENTS 1 ALE �1N F.F. EL.=15.35' I I F.F. EL.=14A' -- URIB� I — -- - ---------- ----° -- SGUTHOLD TOWN GODS 280-IS I PLUMBING RISER DIAGRAMS DATE: 10/23/23 1 OF 12 -- I � - I EXIST. WELL -- --- --------T - - ---- - --- - �-` EXI ST._WATER SUPPLY LINE--S _--------------- EXIST. ---' -`' ° ❑ ❑ ❑ ❑ ❑ �. ' 1 (NON- POTABLE GAS RISER DIAGRAM _ USES ONLY) GODS PROPOSED COMPLIES -- - �� --- vCOVERED � I EXIST. HE f � ---- -- - PORCHES i 48 HIGH POOL FENCE w/ -- - __ EXIST. SELF-LATCHING GATE STORAGE SHED 1 MAXIMUM HEIGHT 22' Iq.B' YES — WOOD (DRY BLDG.) �= --I =-------= - -� STONE EXIST. � ARBOR �� / EXIST. SANITARY SYSTEM PER MINIMUM SIDE YARD 25.0' I 121.E(NOT PART OF YES DRIVEWAY I _ _ WATER SUPPLY LINE --- - MINIMUM REAR YARD 5.0 EXIST. WATER c} - -- �------------- EXIST.-- I H.S. REF NO. RIO-aQ-011a FILED -------- SUPPLY LINE -- ---- --____-- - - JUNE I8, laQa) TO REMAIN a MAX. SQUARE FOOTAGE; -1 23q S.F. 823 S.F. YES ` 5% OF TOTAL PARCEL l =• t " } EXIST. ND. FR. POOL HOUSE MAXIMUM 550 S.F. 348 S.F. YES t- BARN OR055 FLOOR AREA --- ��R\B (DRY BLD5.) o l0 20 30 40 (NOT PART OF THIS FILING) 6RAPHIG SCALE ENLAROED SITE PLAN SCALE: 1" = 20'-0" ALL NEW WINDOWS SHALL BE MARVIN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-005" FOR NAILING Q STRAPPING DETAILS. (5 E I E J` L ��,/p®�� I mo/ . WINDOW FINISHES TO MATCH EX15TINO DWELLING y f� I v I j� I 1� ** SEE DOOR 50HEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER - ------- - �* FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER CONTRACTOR TO EXI5TINGG TO BE DEMOL15HED �/ NEW PARTIAL HEIGHT FNINDON CHARTVERIFY MANUFACTURER DIMENSIONWIDTHS FOR ALL MULLED WINDOWS - - - - - - Q I` ` -`` - - ------ - WOOD FRAME (L.O. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) p ----------� � --- -- - -- ----- -- -- ---- - LU NEW WOOD FRAME (L.O. F-� NEW FOUNDATION WALL EGRESS CLEAR ! ROUGH OPENING WINDON OPENING LIGHT VENT DIMENSION _I TEMP. LLII co PROV. PROV. M 5TL. WHEN APPLICABLE) / , TAG COUNT TYPE MODEL # _ WIDTH REO'D: 20' PER UNIT PER UNIT WIDTH-,> - -__- - --_ --- --J HEIGHT REO'D: 24" Q 4' C\1 (S.F.) (5•F) NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL ---_ -- B HT WIDTH HEIGHT OPEN REOD: 51 S.F. Lo WOOD FRAME (L.C. 5TL. P05T FOR 4" WALLS MARVIN WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL A 3 UISA5654 E 5'-11, 4' 5 3'-O 4'-5 YES O CASEMENT --_-- - F - - - --Q - [ - - __-- ------ -- n -_ -_ i u -J- - ---„ -.- n --- -- -- 0 POST FOR 6 WALLS), U.O.N. MARVIN •�, � (C] NEW 2-HR FIRE RATED B 1 GLIDER ELGL'1248 E 6-O 4-O 4 6-O 4-O YES L WOOD FRAME (L.G. 5TL. -- - - - -� I O � N ZO WHEN APPLICABLE) G 6 MARVIN UGA2440 _ I- 2'-III 3-5 J J-- 21-0 �11 3_3 - -- ---- - �" •C6 -- � CASEMENT l � X :3 N i FLOOR PLAN NOTES 0 0 m •,Z 4-J cc DOOR NOTE: i m i m O N O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O NEW ATTIC ACCESS - PULL DOWN STAIR: Q Iq Q Q 0 O ON PLANS BY 'JELD-WEN' (OR EQUAL). I. MIN. 550 # CAPACITY 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.DBL. FRAMING WHEN NEW OPENING ON PLANS BY 'THERMATRU' (OR EQUAL). 3. WEATHERSTRIP ACCESS OPENING 3 PROVIDE R-4q 3.NOTE DOES NOT INDICATE EACH NEW DOOR INSULATION ABOVE w/WD. FR. (OR EO) BAFFLE OR 18 h:2" PROPOSED;SEE DE510NATION5 d DOOR 5GHEDULE. RETAINER TO PREVENT INSULATION FROM ENTERING4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DWELLING WHEN OPENED, A5 PER NY5 EGG R402.2.4 WALL5,U.O.N. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 5. INSTALL AS PER MANU 5PEC.'s THERMAL ENVELOPE OF BUILDING). 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 4.INSTALL AS PER MANU. 5PEG.'s-1. SEE PAGE 6-005 FOR ALL OTHER FRAMING 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS.ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. t!LSMOKE DETECTOR / GO DETECTOR NOTES: NEW PLUMBING FIXTURES: 21 �� O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. `✓-�'� �� r , SMOKE /CARBON MONOXIDE COMBINATION DETECTOR I\ SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. V • HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.-INTERCONNECTION BETWEEN NEW s EXISTING DEVICES NEW FLOOR: W SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS O 1. NEW J" PLYWOOD SUBFLOOR BENEATH (6LUE d SCREW); ARE NOT INTERCONNECTED, AS PER NYS R314.4. SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND INTERIOR. • PER 6ENERAL ELECTRICAL NOTES ON PAGE 6-002. 2.NEW FINISHED FLOOR PER H.O. SELECTION 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. PROPOSED CRAWL5PACE HORIZONTAL SEPARATION FROM 5UPPLY/RE7URN DUC75 O NEW TILE FLOOR: SLAB Ohl $ OPENINGS TO BATHROOMS w/ SHOWER OR TUB. q I. NEW TILE FINISH (H.O. TO SELECT) UPON GRADE r , 5. INSTALL ALL T PER MANU. S ON M 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON `) 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE 3. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON WINDOW NOTE: 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 6 SCREW); O3 I. ALL NEW WINDOWS d DOORS SHALL BE MARVIN 5GREW PERIMETER OF SHEATHING 6" O.G. 12" O.G. INTERIOR. r^ CASEMENT, DOUBLE-HUNG, OR GLIDING(A5 NOTED). V J INSTALL AS PER MANU. SPEC.'S. ID NEW GUTTER I-I n 1 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE SPECIFICATIONS AT ELEVATION NOTES V/ SEE DE516NATION5 8 WINDOW SCHEDULE. A-301 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "6LAS5 WINDOWS II CUTTER HIGH POINT (TYP.) J - AND DOORS" ON PAGE 6-002. PROPOSED 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. WATER LINE O 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 12 NEW 4"x5" ALUM. DOWNSPOUT (TYP.) gnm b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: N N 6.1. FOR ALL SKYLIISHT5 k OPERABLE PANELS OF SWINGING, SLIDIN6, d 51FOLD DOORS O 6.2. WITHIN 18" OF F.F. 13 RESERVED I-I 65. WITHIN 24" OF A DOOR A-301 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES UNDER-FLOOR 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 UNDER-FLOOR AREA VENTS VENTILATION COVERED 7. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND 14 I. NEW I6"x8" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET FLOOR O PATIO WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O VENTILATION OPENING FOR EACH 150 S.F. OF AREA 2q2 S.F. ' (2) VxIO" HEADER U.O.N. UNDER-FLOOR SPACE, PER 2020 IRIS R405. 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2, INSTALL AS PER MANU. SPEG'S WITHIN 3'-O" OF go REO. S.F. PROV. U. NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS BUILDING CORNERS. O LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN'12" 3. SITUATE VENTS WITHIN F.J. BAY5/BETWEEN STUDS AND VENT 1.� S.F. 2.0 S.F. 0 12 AVOID POINT LOADS FROM ABOVE. IF POINT LOADS �iN F- O ABOVE GRADE OR THE ADJACENT SURFACE T T REO'D O BUILDING EXTERIOR. UNAVOIDABLE,PROVIDE DBL. RIM JOIST ABOVE. Z U. � w 4. PROVIDE FOUNDATION VENT WELL 4 COVER AT ALL �_ O O m 0 ECRE55 NOTE: VENT5 BELOW GRADE; INSTALL PER MANU. SPECS. = O Z - IN COMPLIANCE WITH NEW PORK STATE BUILDING ELECTRICAL PANEL: �- O Z CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF a IS NEW 150 AMP ELECTRICAL PANEL LOCATION; N EGRESS SHALL BE FOLLOWED: 0 � _ ALL INSTALLATION AS PER NYS ELECTRICAL CODE. Z Z a Z U NET CLEAR OPENING........... 5.'1 S.F. V N rn N NET CLEAR HEIGHT............... 2411 MINIMUM RESERVED w Z m _NET CLEAR WIDTH..., , ,20`MINIMUM� ^^�� 16 �` W m w TYPICAL BATHROOM NOTE: 56, IZ Z > w O wI O4 I. WALL BOARD �? O w a O N 0 I.I. INSTALL MOISTURE RE515TANT 5YPSUM m d Z N D = d BOARD IN ALL BATHROOMS tV O Z O �n 1.2. INSTALL CONCRETE BOARD IN ALL ` NEW EXHAUST FAN SHALL BE INSTALLED WHERE 4 Q F it a 17 VENTILATION 15 NOT MET BY MEANS OF NATURAL to a' O >- 0 2. SHOWER FLOORSSHOVED TUB SURROUNDS I, O ZI OD 0 CIRCULATION THROUGH WINDOWS OR DOORS TO Z m a OUTDOOR SPACES AS PER NY5 MECH. CODE ) 1.- O L) 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SECTION 405.5.2.5; INSTALL AS PER MANU. SPECS FROFOSFI7 FOU` rI )A71 Oil PLAN N Ow O= D F u. LL O og n O 2.2. CONCRETE MUD-SET (SLOPE I/E5 PER FOOT I TOWARDS DRAIN) UPON cc F_ O Z Z 2.5. WATER PROOF MEMBRANE TO COVER EXTERIOR CRAWL SPACE ACCESS HATCH: C SHOWER FLOOR, WRAP DRAIN 8 ATLEA5T } 18 30"x32" LOCKABLE ACCESS HATCH SCALE: I/4" = I'-O" z U Z Z 0 L) g o ( 15" UP WALLS w w0 00 >- mQ O ECRE55 WINDOW WELL: p E N N N H z z OJ Iq PROVIDE NEW EGRESS WINDOW WELL d COVER BY ) i m O w a a O w' O 0 L) am' ccm0. Um' RESERVED "ROGKWELL;ROCWEG664445" 44"W. X 48"H. OR i m d EQUIVALENT. INSTALL AS PER MAN. SPELT HIGH'EFFIGII=NGY LAMPS: ri N M d NOT LE55 THAN qO% OF THE PERMANENTLY INSTALLED 22'-6" 12'-O° N le N LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY V F :_ w (�0 \ 0�p LAMPS, AS PER 2020 NY5 EGG R404.1 `/ �- �, ,-,.�_,�-J.?_ 10� .� 8-6 Q \ \ \ J\ 0 M 00 61 O J -2_e © PROJECT: DRYER IS --- - PAP NN0 m BBO. VENT 104 CLOSET -' 5 4 8 S.F. m I'-6 -4'-O" I-6" B R A N T U K - 5'-8y2"- - - 6 ,'-0" PROP. 13/ �.. ._ ^ - �l POOL HOUSE 7-CHA�61NO r V \ �`-3'-6"-��3'-O" 2'-0" 3 SPACE r �/ k 8'-O" CL6. Fic (OPEN TO d HT.ABOVE) 44632 MAIN RD : SOUTHOLD NY 11971 dJ PROP. 5M/00 N Xi CHANGING SPACE 102 s m (OPEN TO m 00 O - ABOVE) 2.6„ 4 q 34q S.F. DRAWING TITLE: (GROSS) 6 PROPOSED FOUNDATION PLAN I r PROPOSED FIRST FLOOR PLAN m FAN �j in �NT , 5 A 2'-0" -r'-o" 3'-o"-,I PAGE: AI301A ■ 0 3 I OR 5GHEDULE g COVERED PATIO DATE: 10/23/23 5 OF 12 ----- --- - --- ----- - - ----< - -- -- - - -- 505.5 S.F. DOOR MATERIAL COVEREr -------- --- ---.---- ��.---__-- -_- = O TO BE FIRE RATING APPROX. 6D ABOIVE GRADE. TAG DESCRIPTION MANUFACTURER -a N NOTES Ll ,I � N 45 MIN. RATED WIDTH HEIGHT ! F- Q SELF-CLOSING I I tu I FIRST FLOOR j 101 FOLDING 5LA55 NANAWALL 12'-O" T-O" • -_. 102 - SWING THERMATRU 2'-6" '1'-O" • • 38' d 'k . 103 POCKET THERMATRU l2b 7 71 • IO" Q Q II :: I 104 SWING THERMATRU 2-8 '1 O • - - �� FOFOS � FIRST FLOO I`��L i SCALE: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE MARVIN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "6-005" FOR NAILING 4 STRAPPING DETAILS. SENE AL WINDOW FIN15HES TO MATCH EX15TINO DWELLING *" SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMEN5ION WIDTHS FOR ALL MULLED WINDOWS E1 EXISTING TO BE DEMOLI514ED WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) WINDOW CHART - --- ----- - -- - - - - _ - -- - -- --- -- --- - -- ---- --- __ j 0 EXISTING TO REMAIN - W - - - I I EGRESS CLEAR NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ( LIGHT VENT J t6 .� # ROUGH OPENING I WINDOW DIMENSION � OPENING PROV. PROV. 5TL. WHEN APPLICABLE TAG COUNT TYPE MODEL " TEMP. fh ) I WIDTH REO'D. 20 I PER UNIT PER UNIT NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL --- - - - HEIGHT REGt'D: 24" (S.F.) (S.F.) a N WIDTH HEIGHT OPEN REQ D. 5.7 S.F. � cLO WIDTH HEIGHT - WOOD FRAME (L.G. 5TL. © POST FOR 4" WALLS _ --,_- - -- -_-- - -. MARVIN (MIN. (2) 2"xb" STRUCTURAL A 3 UCA5654 E �3'-I" _- =4'-5- "_= 5'-0 " 4'-5 g" YES [� --- - --- _= O WHEN APPLICABLE) CASEMENT O ELGL7245 E MARVIN b-O 4-O - WOOD FRAME(LRG. STDL. POST FOR 6 WALLS , U.O.N. B I !� _ -- 6'-O" 4'-O" YES L L z GLIDER WHEN APPLICABLE) G b CASEMENT -MARVIN UGA2440 --- '-I' - --3'- 3 " J 2'-0 _--- 3'-3 " --J � U X N C I FLOOR PLAN NOTES O m - O +, DOOR NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O NEW ATTIC AGGESS - PULL DOWN STAIR: I m c N O C6 ° Q a O ON PLANS BY JELD-WEN (OR EQUAL). I. MIN. 550 # CAPACITY (V 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.DBL. FRAMING WHEN NEW OPENING ON PLANS BY 'THERMATRU' (OR EQUAL). 3.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q 3. NOTE DOES NOT INDICATE EACH NEW DOOR INSULATION ABOVE w/HP. FR. (OR EW BAFFLE OR PROPOSED;SEE DEVONATIONS 4 DOOR SCHEDULE. RETAINER TO PREVENT INSULATION FROM ENTERING ^ ` 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 WALLS, U.O.N. (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE 5. INSTALL AS PER MANU SPEG.'s THERMAL ENVELOPE OF BUILDING). 6.PROVIDE (2) 2"xIO" HDR., U.D.N. 4.INSTALL AS PER MANU. 5PEG.'s 7. SEE PAGE 6-005 FOR ALL OTHER FRAMING 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SMOKE DETECTOR / GO DETECTOR NOTES: NEW PLUMBING FIXTURES: 4 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. I SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. U HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. ^ ` 2.INTERCONNECTION BETWEEN NEW +€ EXISTING DEVICES NEW FLOOR: W SHALL NOT BE REQUIRED WHERE EXISTING ALARMS O I. NEW J" PLYWOOD SUBFLOOR BENEATH (CLUE 4 SCREW); IF - � -7 1 SLOP.I SLOP.I I SLOP.15LOP.; �� ARE NOT INTERCONNECTED, AS PER NY5 R314.4. SCREW PERIMETER OF SHEATHING 6" O.G. # 12" O.G. 3.PROVIDE SMOKE/ GO DETECTORS A5 INDICATED, AND INTERIOR. i GEIL. GEIL_ GEIL. GEIL. PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. 2.NEW FINISHED FLOOR PER H.O. SELECTION 6i 4.5MOKE /GO DETECTORS TO MAINTAIN 5' MIN. cV SLOP SLOP. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS GEIL_ �EI�..I cV NEW TILE FLOOR: 4 OPENINGS TO BATHROOMS w/ SHOWER OR TUB. Oq I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. INSTALL ALL AS PER MANU. 5PEG.s Z z z 2SMOKE DETECTOR AND CA .ONE LAYER THINSET (LEVELED PROPERLY) UPON z 6 N GOM ANGE WITH LOGALRBGODE ON ONOXIDE DETECTOR 3. NEW " DUROGK GEMENTBOARb (OR EQUAL) UPON I J `O� J ( U WINDOW NOTE: 4.NEW PLYWOOD 5UBFLDOR BENEATH (GLUE b 5GRE^1); OSCREW PERIMETER OF SHEATHING 6" O.G. f 12" O.G. ® 3 I. ALL NEW WINDOWS 4 DOORS SHALL BE MARVIN INTERIOR. CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER MANU. SPEC.'S. ID NEW GUTTER I ATTIC A c�V n 1 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; O 5EE SPECIFICATIONS AT ELEVATION NOTES (/ UNGONDITIONEDNNFINISHED I-I Q SEE DE516NATION5 # WINDOW SCHEDULE. I-I 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "CLASS WINDOWS II GUTTER HIGH POINT (TYP.) I A-501 �n ® ® A-501 AND DOORS" ON PAGE 6-002. ✓ �J q'-4" GL6. 3 4. ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 12 NEW 4"x5" ALUM. DOWN5POUT (TYP) HOT. 6.IN 6ENERAL, TEMP. 6L. SHALL BE PROVIDED: RIDGE 6.1. FOR ALL SKYLIGHTS Q OPERABLE PANELS OF SWINGING, SLIDING, 6 BIFOLD DOORS 6.3. WITHIN 24" OF A DOOR 13 Q- Q-1 �i �z RESERVED z z z z ji 6.4. WITHIN STAIRWAYS Q WITHIN 36" OF A LANDING 0 w 0 ju O ju 6.6. SEE ALSO GENERAL NOTES ON 6-002 N v I V N v 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND O UNDER-FLOOR AREA VENTS _ DOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 14 I. NEW I6 x8 (MIN. SIZE) VENT TO PROVIDE MIN. I S.F. NET WIN (2)PON5 HEADER U.O.N. VENTILATION OPENING FOR EACH 150 S.F. OF cV UNDER-FLOOR SPACE, PER 2020 I RG R408. - 1 SLOP. SLOP. SLOP. SLOP. SLOP. SLOP. 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2. INSTALL A5 PER MANU. SPECS WITHIN V-O" OF GEIL. GEIL. GEIL. GEIL. GEIL. GEIL U. NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS BUILDING CORNERS. -_ (-� O LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN"I2° 3. SITUATE VENTS WITHIN F.J. BAY5/5ETWEEN STUDS AND O ABOVE GRADE OR THE ADJACENT SURFACE AT THE AVOID POINT LOADS FROM ABOVE. IF POINT LOADS 32 4 SIN V BUILDING EXTERIOR. UNAVOIDABLE,PROVIDE DBL. RIM J015T ABOVE. Z li D 4 VENTSDE FOUNDATION VENT BELOW GRADE INSTALLLL & COVER AT MANU. SPECSLL Z �- EGRE55 NOTE: = 0 Z IN COMPLIANCE WITH NEW YORK STATE BUILDING ELECTRICAL PANEL: m O CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF tU EGRESS SHALL BE FOLLOWED: 15 NEW 150 AMP ELECTRICAL PANEL LOCATION; Z O J Y ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. _ O Z Z NET CLEAR OPENINO........... 5.7 S.F. v N N _ l - NET CLEAR HEIGHT............... 24" MINIMUM O RESERVED S Ill z it 3 G G G 3 N ft NET CLEAR WIDTH...,......,....�,20" INI.MUM I6 11 I I'-6" 5'-3" On I.0 m TYPICAL BATHROOM NOTE: 33'-6" a0 Z 3 O4 I. WALL BOARD 0 Q O 3 I.I. INSTALL MOISTURE RE515TANT 6YP5UM d Z = 0 BOARD IN ALL BATHROOMS 0 0 O O N Z NEW EXHAUST FAN SHALL BE INSTALLED WHERE I m Ix 1.2. INSTALL CONCRETE BOARD IN ALL 17 VENTILATION 15 NOT MET BY MEANS OF NATURAL SHOWER5 AND TUB SURROUNDS ( N Q I m Z 0 O X CIRCULATION THROUGH WINDOWS OR DOORS TO 2. 5HOWER FLOORS � ) OUTDOOR SPACES AS PER NY5 MEGH. GORE O z 0 Z 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON c fi� RCFOSEID ATTI G PLAN � o ( SECTION 405.5.2.5; INSTALL AS PER MANU. 5PEG5 ( 2.2. CONCRETE MUD-SET(SLOPE 1/,5" PER FOOT � l TOWARDS DRAIN) UPON O ( 2.3. WATER PROOF MEMBRANE TO COVER � 18 EXTERIOR CRAWL SPACE ACCESS HATCH: SCALE: I/4" = I'-O° 2 O O 2 w ( SHOWER FLOOR, WRAP DRAIN d ATLEA5T �O 30"x32" LOCKABLE AGGE55 HATCH N vN N0O IS UP WALL5 } _ O EGRESS WINDOW WELL: - 0 N NI N = z O5 y 1q PROVIDE NEW EGRESS WINDOW WELL R COVER BY I m I Q 0 Q �I an d RESERVED �� "ROCKWELL;ROGWE6664445" 44"W. X 48"H. OR - EQUIVALENT. INSTALL AS PER MAN. SPECS. I 12 II 10 12 •-I N HIGH EFFIGIENGY LAMPS: --NOT LE55 THAN g096 OF THE PERMANENTLY INSTALLED LJ \ N L16HTINO FIXTURES SHALL CONTAIN ONLY H16H EFFICACY AS PER 2020 NY5 EGG R404.1 - - 0LAMP5, M OVETRHH ANC PROJECT: B RANTU K POOL HOUSE I I _ I I 44632 MAIN RD 8:12 8:12 8:12 5:12 8:12 8:12 SOUTHOLD, NY 11971 DRAWING TITLE: PROPOSED ATTIC PLAN I-I I-I A-501 A-501 PROPOSED ROOF PLAN I I PAGE: 8:12 5:12 5:12 5:12 5:12 5:12 Oil.0 0 02 DOOR SCHEDULE DATE: 10/23/23 6 OF 12 - DOOR MATERIAL FIRE RATING TAG ME50RIPTION MANUFACTURER p 45 MIN. RATED NOTES L___J WIDTH HEIGHT < 5ELF-GL051N6 lu FIRST FLOORlit --- -------- ---------------'---------- - -r--------- +�f 101 FOLDING GLASS NANAWALL 12'-0" -1'-O" • . I' I^I l0 12 r ��THERMATRU _v O" 102 SWING e • y 4 II -- � �I I 0 � • �r'�'��'�c�-,�-�� - 103 POCKET THERMATRU 2 b '7 O • L----_104 ---- -- SWING-- THERMATRU 2'-8° I�----�-0" �L- �--.I --- - ---I' ------''---------=--- I- ROI- OJE7) ROOF PLAN SCALE: I/4" = I'-O" ELEVATION NOTES a O TYPICAL ROOFING: Q I. SEE NOTE AT BUILDING R SECTION FOP, MINIMUM 2 I IA CONSTRUCTION 5TANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION IIIIILII II IIu II I Ulu. IIIwW BEFORE INSTALLATION LLJ \ LLJ � _1 t 1 BUJ u. I LI ` III \ LLLL-LLL[ Lu J \\ \\ \ cu cl) ALA5KAN CEDAR SHINGLES i a �• �• IA COLOR TO MATCH EXISTING DWELLING ON 51TE. _ CONFIRM WITH H.O "�-;, L�l—\��,- I I l� ! �� Q +' cm O PROVIDE CONGEALED FLASHING AT ALL ROOF \' � � �L� � � �1J a u� : .o _po ' C 2 INTERFACES. L LLL_! \ — O MAIN GABLE 55'-l"; I II I TYPICAL 5IDING: DORMERS 5 ® 6'-'i"; \ I L! 1.L W g _ i z O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM DORMERS ARE 55% � � _nA_LL L O O_ cu CONSTRUCTION STANDARDS OF MAIN GABLE I` G �-U J-L t_ 2. H.O. TO VERIFY FINAL COLOR U AND MATERIAL SELECTION 1 - _ - i- 11 J iJ G JI I II u L L a •O L)BEFORE INSTALLATION \- 1 _\ \ '�\ J LLL L X O CV L ! I p p p +-' � CEDAR 5IDIN5, I I I II I \ _L - _\ ILI ( O m 3� COLOR TO MATCH EXISTING DWELLINGII ON SITE. -LLLll�_ ' � � �J__1 Ld L 11 +-' �-' U) CONFIRM WITH H.O 4 1 ! Q O a 0 N NEW 6" SEAMLESS GUTTERS $ DOWN5POUT5; �1„� n O COPPER (GUTTERS AND DOWNSPOUTS TO MATCH THE EXISTING RESIDENCE ON 5ITE. CONTRACTOR TO -\ I ( RESERVED n l W 5 A � I OI 7 L 11 NEW BATHROOM EXHAUST FAN_ PLAN I �Ir A- dj LLEL]i - ILfL I --r--, O VENT THOUGH WALL A5 SHOWN. 5EE NOTE AT LA I1�- NEW DRYER VENT; INSTALL PER NY5 GORE; J I O OPENINGS 4AIIO'OIN FROM MAR CONDITIONER LL__J�_FL� -A L� LF,F, `! - REEZ f ROOD HOS _E315: - - - —-—-—- i T O8 FASTENED w/MASONRY ANCHORS WHEN IN FOUND. WALL (PRECISE LOCATION T.B.D. IN FIELD - CONSULT W OWNER) SOU7H ELF- /ATI ON (FRONT) . DORMER FRIEZE BOARDS: (� • 2" X 6" PRE PRIMED PINE FRIEZE BOARDS SCALE: 1/4" = I'-O" U • PAINTED TO MATCH FRIEZE ON EXISTING DWELLING DORMER FASCIA BOARDS: 10 • 2" X 6" PRE PRIMED PINE FASCIA BOARDS • • PAINTED TO MATCH FRIEZE ON EXISTING DWELLING • PROVIDE GROWN DETAIL ON FASCIA TO MATCH EXISTING DWELLING WINDOW TRIM: 11 • 2" X 4" PRE PRIMED PINE WINDOW TRIM Q • PAINTED TO MATCH FRIEZE ON EXI5TIN6 DWELLING • PROVIDE EXTERIOR GAP/GROWN DETAIL AND STOOL ON TRIM TO MATCH EXI5TIN6 DWELLING MAIN GABLE FRIEZE BOARDS_ 120 2" X 5" PRE PRIMED PINE FRIEZE BOARDS • PAINTED TO MATCH FRIEZE ON EXISTING DWELLING 2 I IA 13 12 � 2 I IA 13 12 !` MAIN GABLE FASCIA BOARDS_ �. O13 2" X 5" PRE PRIMED PINE FASCIA BOARDS �. PAINTED TO MATCH FRIEZE ON EXISTING DWELLING ll ~ I ��_LL L' L \� �1\ \ \ • PROVIDEFASCIA GROWN DETAIL ON TO MATCH !L J--��_ ' � I I�I LLLI1 FASCIA TO RETURN APPROX. 3'- 6" IIIIIIII II II , I � � i 14 , I \\\I \I \ \u E AGCE55 HATCH:EXTERIOR CRAWL 5PAG o_ O 30 x32 LOCKABLE ACCESS HATCHLLILL EGRESS WINDOW WELL: 3 3 Lam_-'_I -il' II �- L 3 3 II A FI \\ 1 0 0 I5 PROVIDE NEW EGRESS WINDOW WELL d COVER BY A \\\_ \\\\ �� Z ar "ROCKWELL;ROCWEG664445" 44"W. X 45"H. OR i! \ O N EQUIVALENT. INSTALL AS PER MAN. SPECS. 1 p ! _ \ N g V, I I i1 1 I I I I I I I I I I\ r \ILL I11� I-\I\L--I� I�\I 1 \_�i\� �I\ I I I I I I \! \i 4 l L1 L LU 1-1JL\I J --------- �-�-l-i l J ��J1 W1- L� 4 4 -U -1 L ll- - \�l I 1 Z _Z Q Y � I L \ 4 O � Z - - - A-401 _G.J._! - - L_I IT- \ a I 1J_ I �_ L_I II I -- 3 3 - o m - -1 III 6 a, Z uS\-L _\11\J�LL-1 O Z \I\ _ i t \' L 3 3A L� L I LLI - 1 II L1 I I! JLLLll y Q O >- \\\ O \\\1 \\\\\11 \Lu z o o m ! p Z an w! o � F- L LL I\\L1J\\\\ I\ \1 Z00 >1 O LI F.F.\ L IiJ i - rl N N It a' ! EAST EL E /AT I ON (R I O HT S I ICE) ICIEST ELEVATION (LEFT SIDE) Q N 0 M 0�0 SCALE: 1/4" = P-O" SCALE: 1/4" = I'-O" PROJECT: B RANTU K POOL HOUSE 44632 MAIN RD SOUTHOLD NY 11971 1 �\ �\ L l \\ \Li\L1\\_\ ' Ll\11\\\\\\\_l II �IJ \I IJ I\11\\� II �1 IJ II 10 I 1 -1\-T-_1.11LILLLLI\\I\\ \\\\\U_'1 DRAWING TITLE: LILLILi' ( \ PROPOSED EXTERIOR ELEVATIONS \ d iLLULMLL I, t \ 1.\LJ 11 \-�\I - 5A 5 \\ I\III ILIIIILIIII III\II\ 11_ I U\\\I\I\ i_ l�_I �1 I _nl_ L G �--LI-IL_ _11 J �L� \ - G - \ - l 1\'. _\ -\ G \1 \-LI L LI\ 1' I I ! PAGE: I\\\\ I J.j1_I I II \ \\ \\\\\�.\ \-{ �j �i _\\_\\ LIAI-1 III ! l l 1 1 11 l �_>�_Ll-\\\\L\_11 1 1 1 11 L l_L 2 0— 4 =0 L■ u' 22 Lj �_I\\\\\�I_� DATE: 10/23/23 7 OF 12 \� LLW \\I\ -J_l_-- I I I I I F.F. L 11 IL! \j_\1 ICI 1I_i J I_�� _ - i ` , ti 3._ 6 'f r NORTH EL E /ATI ON REAR � < SCALE: 1/4" - 1 ! BUILDING 5EC71ON NOTES NEW ROOFING NOTE (TYP,): d OII. INSTALL CEDAR ROOF SHINI5LE5. Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT uj (OR EQUAL) FOR PITCHES OVER. 4:12, AND (2) LAYERS cc FOR PITCHES FROM 2:12 TO 4:I2,OVER J cf) 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Q 5. GAP 5HIN6LE OVER RIDGE d HIP5 (A5 REQ'D) •� 6.PROVIDE RIDGE VENT (AS REQ'D) -1. FLASH ALL VALLEYS Q 8.INSTALL DRIP EDGE AS REQ'D 4. INSTALL ALL AS PER MANU. SPE:C,'s >: (9 O TYPICAL ROOF 4 CEILING CONSTRUCTION: NOTCH RIDGE TO NOTCH RIDGE TO L Q _ z O CONNECTION 'A' A5 � (NJ • NEW ROOFING AS NOTED ALIGN H/BOTTOM OF I 2 ALIGN w/BOTTOM OF PER PACE 0-005 �- •� � tj- • 1/2" CDX PLYWD SHEATHING (BL.OGKINC ® ALL PLYWD ONLOOKER RAFTERS ONLOOKER RAFTERS PROPOSED RIDGE HEIGHT NEW RIDGE V CV SEAMS) -- - - - - - -- --- _- -_ _ ELEV. 6 + I 36 --------------------------------- • R.R., G.J., $ G.T. AS NOTED ON PLANS (® SPANS OVER RIDGE 1 2 / Q O m C4 • PROVIDE R-149 SPRRAY INSULATION; O THK. SPRAY F SPAIN, a oj O •� 3 NON-5TRUCTURALvv } �! �� O 0 } +� FOAM INSULATION (R-49 ® R-VINGH) 4 RAISED GEILIN6 JOISTS 4 5 i � �� I I : 0 a Q • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVE5 J L l l 1L 1LL O NEW EXTERIOR WALL CONSTRUCTION (TYPJ: HOUSE WRAP (VENTED) (OR EQUAL) UPON - 3 I/2 CDX PLYWD. SHEATHING (BLOCKING ® ALL PLYW0 • n sEAMs) uPON 0 D I '� � 0 D D I D D 0 'I D D �� D D D I i� • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE J- • MIN. R-21 BAIT INSULATION CO-ORDINATE BIR,DSMOUTH �1 11 • 5/8" GYPSUM BD. WALL FINISH L_ _. TO ENSURE R.R. NOTCHED it f ! LE55 THAN 25% OF - =I NON-STRUGTU I CONNECTION NEW SIDING NOTE (TYPJ: -------- - III - ----'' PROPOSED ATTIC RAFTER DEPTH (TYP) � �L - �-�c 4 I. INSTALL NEW SIDING AS PER ELEVATION NOTES UPON - ATTIC -- ---- � �_ _ _ —_—_—_ RAISED GEILIN6 PER PAGE G 003 O - 2.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY _ •ry ELEV. +24.3 JOIST I NEW R.R. TO G.J. - 4.INSTALL ALL AS PER MANU. SPEG.'s `t — � 20 U 5. PROVIDE ALL NECESSARY TRIM FOR PROPER O' Q INSTALLATIONN b.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL -_� - -� _ LA�___A- 5 4 \ TYPICAL FLOOR CONSTRUCTION: CONNECTION 'GI' AS O I. FINISH FLOORING TO SELECT PER PAGE C-003 . — 2. 5/4" TB 6 GDX PLYWD. SUBFLOOR GLUED d SCREWED STUD TO FLOOR ASSEMBLY `} 3 COVERED JcS. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL PATIO `X' BRACE ® MID5PAN j 4. MIN, R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND CRAWL5PACE, AND AT SECOND FLOOR Q POOL HOUSE `� COVERED `� POOL HOUSE 3 4 JOISTS ABOVE COVERED PORCH) d� �— 5. 2" THK. 5PRAY FOAM AT BLD6. PERIMETER RIM JOISTS NEW WOOD FLOOR: CONNECTION 'E' AS 5A I. NEW 6" WHITE OAK HARD WOOD FLOORING z. CONNECTION 'E' AS • PER PAGE 6-005 STUD TO 5 5A PROPOSED FIRST FINISHED FLOOR PER PAGE 0-003 ELEV. +15.5 —� 7 5 5A STUD TO OUN-REINFORCED P. GONG. SLAB FLOOR ASSEMBLY ` 1 `�-_ - - - - FLOOR ASSEMBLY .� '', b I. 4" THK. UN-REINFORCED P. GONG. SLAB UPON \ -- BASELINE (AVERAGE GRADE) 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN.) GRAVEL BASE _ - -- ELEV. +14.9' kXXXX X � Kxxx X �- OCONNECTION 'DI AS BLUESTONE PATIO: = PER PAGE 6-003 I. 1.5" THK. BLUESTONE UPON CRAWL5PA0E CRAWL5PACE Q 2. 4.5" THK. UN-REINFORCED P. GONG. SLAB UPON b 6 m - FLOOR ASSEMBLY 3. 4 (MIN.) GRAVEL BASE SILL PLATE TO z PROPOSED GRAWLSPAGE SLAB m ELEV. +I I.5'------------------------------ 501L BEARING CAPACITY NOTE:_ STRUCTURAL DEVON OF FOOTIN65 ASSUMES A 501L BEARING CAPACITY OF 1.0 TONS/5.F. NOTE: LOAM STRATA WERE ENCOUNTERED UNTIL APPROXIMATELY EL.=5.b' (NAVD 1155). FOOTIN65 MU57 BEAR UPON THE "FINE TO COARSE SAND" STRATA S GT 10�1 I —I/ �O I S GT I Oil 2-2/ -�O I z ENCOUNTERED BENEATH THIS. ANY EXISTING LOAM BENEATH - Z O PROPOSED FOOTINGS SHALL BE EXCAVATED UNTIL SAND V STRATA ENCOUNTERED;BACKFILL w/CLEAN ENGINEERED 5GALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" z FILL, COMPACTED IN 6" LIFTS. SEE: ALSO TEST HOLE DATA. V O N Z D O Z X O U 0 Z Z U2' NN 0Q, Z � Wc, — Q In u.., I -- -- ------- - O p W m 0 Q O d Z = p O N Q Z0,, 0M _0 =,iop >n0'I pOF- WO' Ogcn P E- O N V Ni NUJ U w riip' 00 � N N N = Z NOTCH RIDGE TO NOTCH RIDGE TO1 .U Q .m m d ALIGN w/BOTTOM OF ALIGN w/ BOTTOM OF j ONLOOKER RAFTERS ONLOOKER RAFTERS Lu i 2 Ix e-I N 1 2 1 2 N I10 ---- F' N O) RIDGE VAW RIDGE M FILL CAVITY OF HDR W NON-STRUCTURAL INSULATION (TYP. FOR I� RAISED GEILIN6 PROJECT: f DBL. HDR'S IN 2"X(o" JOIST(BEYOND) EXTERIOR WALLS) - B RAIV1'U K 3 4 z zu Fuo rFuo POOL HOUSE _ mil= IL T ATTIC 132 Q IT � ° O 44632 MAIN RD _ M - _- � ? I'� P�W/AA s D SOUTHOLD, NY 11971 -DRAWINGTITLE: BUILDING SECTIONS COVERED - PATI O b PAGE: A "1 02 - ML ■ DATE: 10/23/23 8 OF 12 f� SEG71ON 5-5/A-301 it 50ALE: 1/4II = II-O re.6 Q 0 LLI Lu J fB (y) N O � � O O C cv Z O a •� u� Yd. c x � cv O O O t C9 0 m � n c N O 1a Q a: O W -•�� 70 U • - U � 4-J i m Uj c L- .I � < . _ U) (a) r-) PROVIDE "ABE500 FF200 FR 4" FRESH AIR VENT EXPANDING FOAM" (OR EQUAL) —�� AT ALL PENETRATIONS IN FIRE I L THROUGH ROOF RATED WALL5 AND FLOORS/GEILIN55. PRODUCT 3„ CONFORMS TO A5TM E 514, U I ASTM E 84, AND UL 14'7a EGEND IIL U. 4 I O �-————— SSUUPPLY NOTE: 0 19, ALL PLUMBIN5 4 j 0 FUEL OAS WORK O O I k ••_••_•• GOLD WATER SHALL CONFORM �,iN O SUPPLY TO LOCAL Z w = POOL HOUSE NOTE: _ _ PLUMBING CODE 3 O O C4 —1211 I ALL PLUMBING WORK PROVIDE "ABE5G0 FP200 FR FUEL OAS ~ O z Q SHALL CONFORM TO EXPANDING FOAM" (OR EQUAL) I LOCAL FLUM51NO CODE AT ALL PENETRATIONS IN FIRE N I POOL HOUSE RATED WALL5 AND PIPINS PENETRATIONS: z C7' J Y U OI GLEAN OUT FLOORS/GEILIN55. PRODUCT I. PROVIDE "ABESCO FF200 FR V Z z O O 1 2" AS REQ'D CONFORM5 TO ASTM E &14, EXPANDING FOAM" (OR EQUAL) p Q Z t A5TM E 64,AND UL 14'79 w — H 3" 1 AND FLOOR5/7GE LIN55.AT WALLS O p w 00 3. j I O 2.PRODUCT CONFORMS TO A5TM E o- z' � ru O w I S PROVIDE F.A.I. NOTE: &4,A5TM E 54, AND UL 14'19 Q O � c� tL ALL PLUMBINO WORK VERIFY 51ZE ► (L z j 2 p Qd 2 N i Q4 S p i Q4 SHALL CONFORM TO w/MANU. VERIFY SIZE O O Z O _ Q i LOCAL PLUMBING GORE w/MANU. N Q O >- Op _ t7W wASFIER I- " 3j * I I� �i .��/ z Z o p D `t IV - 110 * IU RELOCATED O t`- G.O.� _ I - O cVl I N N (V I cVl I ti POOL PROPANE TANK ?� Ow O O w LL O w LLJ 411• • :D]V4 KA5HER EQUIP. n1 GRILL to FIREPIT m �++ pi O g N O Q — r--------- — cn O 4 HOUSE G.O.' t................—. _. —. —..J.. z Z Z O to N MAIN DRAIN w w 5 0 0 Q L I I ELECTRIC I rTO STREET WATER N v) 2 H j O v 4' TO SEPTIC N *1 10 HEATER HOT R I DWELLIN MAIN IG PLUIMHINO) V Q an d V Lu 1 —1 - -- - - - -- - -� SYSTEM m L - GRAWLSPAGE j J Wm e•I N M U --I- - w \ � H N O\ vi M 000 PROJECT: B RANTU K POOL HOUSE 44632 MAIN RD FLUME I NC RISER - r7)R A I N / NASTE / VENT FLUME I NC RISER - SUFFLY CAS RISER - SUFFL.Y SOUTHOLD, NY 11971 SCALE: N75 50ALE: NT5 SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-10 03 ■ 1 DATE: 10/23/23 12 OF 12 i