Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
50968-Z
�o�aoF souTyo`o Town of Southold * * P.O. Box 1179 �g 53095 Main Rd Ulm.N Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46592 Date: 10/27/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 890 Ruch Ln Greenport,NY 11944 Sec/Block/Lot: 52.-2-31 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 05/09/2024 Pursuant to which Building Permit No. 50968 and dated: 07/19/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including rear raised deck,wood stoop and outdoor shower, to existing single family dwelling as applied for. The certificate is issued to: Donald Schneider,Pamela Schneider Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0151 6/1/2025 ELECTRICAL CERTIFICATE: 50968 08/11/2025 PLUMBERS CERTIFICATION: co Inc. go r,,10/30/2024 I 0 'ze Si ature TOWN OF SOUTHOLD gUFFQ��� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • � � 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#: 50968 Date: 7/19/2024 Permission is hereby granted to: Schneider, Donald 258 Ferry Rd Sag Harbor, NY 11963 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter& Trustees approval. At premises located at: 890 Ruch Ln, Greenport SCTM #473889 Sec/Block/Lot# 52.-2-31 Pursuant to application dated 5/9/2024 and approved by the Building Inspector. To expire on 1/18/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $287.50 CO-ADDITION TO DWELLING $100.00 Total: $3 87.50 Building Inspector SOUryQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q �yOUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Donald Schneider Address: 890 Ruch Ln City: Greenport St: NY Zip: 11944 Building Permit* 50968 section: 52 Block: 2 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Toms Electric License No: 52893ME SITE DETAILS Office Use Only Indoor W Basement W Service I✓ Solar F Outdoor IV 1st Floor W Pool F Spa r Renovation I✓ 2nd Floor F Hot Tub F Generator r Survey (— Attic F Garage ri Battery Storage (— INVENTORY Service 1 ph P-0 Heat Duplec Recpt 6 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph F Hot Water Gas GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 200A Switches 9 4'LED Exit Fixtures Other Equipment: 200A Panel 30 Circuit/29 Used , 200A Mete Main Disconnect, Septic Disconnect Notes: Front of House Addition, Service, Septic & Smokes Inspector Signature: X Date: August 11, 2025 Sean Devlin Electrical Inspector sean.deviin(,D-town.southold.ny.us 890RuchAdd ition&Service S�FFOt�' �O Cp Town Hall Annex ��� Gy Telephone(631)765-1802 54375 Main Road P.O.Box 1179 N Z Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /0 bw/,-;-I Building Permit No. g'p ©� Owner: al'�o+H =� Grvn (Please print) Plumber: fiv 1 co -11 L (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) --'z Sworn to before me this day of� YIEK 20 �`7 Notary Public, SU' County iE C t5 U Danielle L.Carter ,r• Notany Public,State of New York 01 CA6185879 I �i J U N 12 2025 CualFled in Suffolk County Commission Expires April21,202$ i t�. Town Hall Annexv�o �y °E, Telephone(631)765-1802 54375 Main Road rt P.0. Box 1179 y r� ((� v Southold, NY 11971-0969 ��j luJ .; t,J JUN 2 5 2025 BUILDING DEPARTMENT Building Depar'trnent TOWN OF SOUTHOLD -town of Southold CERTIFICATION Date:` /0 -50 b-4 Building Permit No, P 0q C� Owner: — DOA eA "I" el eY I (Please print) Plumber: fiV!CO (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this r Notary Public, �U�W County Danielle L.Carter Notany public,State of New York 01CA6185879 Cuall'led In Suffolk County C�ommiss,cn Expires April 21,2026 SOUTyOIo o # TOWN OF SOUTHOLD BUILDING DEPT. cour+n,��' 631-765-1802 S 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 REMAR S: � vUS D(�t/ -'t�) LA Vht c�V vV ✓l COOVA Not(, voq DATE INSPECTOR OF 50(/T,�°lo # # TOWN.OF SOUTHOLD "BUILDING DEPT. Coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ 1,F06NDATION 2ND. . [ ] lNSULATION/CAULKING [ FRAMING /STRAPEINg FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ : ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] -PRE C/O [ ] RENTAL REMARKS: DATE - INSPECTOR so # T WN .OF SOUTHOLD BUILDING DEPT. / `you 631-765-1802 INSPECT-ION [ ] FOUNDATION 1ST/ 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: e r-q-r U.TC� p9ma DATE -q Z LY 2 V INSPECTOR 1 =i q SO(/l�Olo # TOWN OF SOUTHOLD BUILDING DEPT. Cout 631-765-1802 �fog INSPECT ON . [ ] FOUNDATION 1ST/ REBAR RO GH 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 RE RKS: k .�� Cad c DATE Y INSPECTOR SObIyO� TOW OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL E ] _FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: G osli �Cs � 1 t Td C iA airpizwrV\ A2 /All In Vefd o 0 4 Ap -vej. r P d a DATE 'I Z Z INSPECTOR aOF SOUT,y�� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT-ION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rFINAL ULATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION j ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: n_ *( &vv/m �( )�( SO L�A. f DATE INSPECTOR OF SOUTyo� # * TOWN OF SOUTHOLD BUILDING DEPT. �o • io cou 631-765-1802 INSPECTION [ OUNDATION 1 ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION/CAULKING [ RAM FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OF SO//l�,�lo TOWN 'OF .SO.UTHOLD BUILDING DEPT. cou�►,� 631-765-1802 - ' INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [' ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] .'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) j ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -A)l w4opy Zww e U CL �lri Iw ub O-N ow DATE y0Y INSPECTOR .•a I � a � •M"If "R��,'4J ;'rg �• k, ,nY1a�a7't;:1 ,. 1 j1 _ ,„',d.,^9 '._ .n.�4 `w.`,Y ~f�@,.,�\pe4 3•. ft�`�+��•�+tea+ r- OR M � .- , .. tac J S r• � k� � 1 r or'� -� •-fig u k�S?�u �, r4 r �,, k,ry� l��.j`it,�'E,�a�iy�y{.s• �!'9 lk�Y+i't3,e���l, 1�.. i �'' °�"t ��W� A� �r Gi) ( � i MAC. y37 + + •�a-u +� � ; �, �t!s tra�• P ,��t^1'�St k '('�F. vS"m�if,`�.•� �,. f��i�t� d`��1 ����'.{y f�� �v;in4� r^�r�,��Y '• '�' Y � � r }„t -•�. 9 ade v, �•„�. r 1'„' ,l �,.�fY -.µ{me,+ 1 �'4( +� �, t'`: ' ;•?�� , '`ti 4 ,brr� ,�y f ti 'fit > °E t c�'a.. � ��,'a d .t g, j�5 r d +� .-•u s ,.�?* tl�* 7),�,} ^' e *' a;4''� "*�'`' �. Y«�''Mi�'.��''�yti Y�i �"'+ib�r+ ,:�•�N'R.;£ �' � �1 J t{y�A�"�t �y,{e _,:� t'�d T.✓r4 J�"f'$� r �'Q`+�5�•r �' ! � �H,y� fY�i1tt�(��•4'�.j�f? i �'�dl l� rt p•r rjl a�. •ht�`',j,�7'�'oA��.. � ���•t ."�• 1!1'� i ! � � L �{,fit �� �\ « � 1 t t �•�° —61r11 !L),��� •� �' fe 1 ,f �: 1 ^ µ,����P�W��I��f.{ f � R � � t t + k: fl 4. l�i� }` � Z` (J { I ^.:}✓ j.�Y' MyAw;� ir I UP " J. , ISOM- i�c '' $ `ter► 1�.;; I ' rr lk AV �M1ae'yI v it.� % `�� � C ! � ! �♦ �� ���1T��p ����� ti. � s'� :�g} � 1 i, �"`y�.2 Na _ y } IMF— AV y 9 -aa.. .+ _',.:�WwS ¢+�a +..�rnr..dk ari- �.- 't'�v .�L3aF ""gnaw �r�s''•� o� ` - :�: - •. i z�f�kt,,. -'. -.,• d ttt�_#t"t` ,,> ...�_', ._.'h,J,#,_: � .4t -. � t� .� '�1" c,q.., ... .,fa�ii .}Ads. � �� �I ___�. _ ---- - r :,�. _ .,. .. I v. �`: �" _J--_-_ _ - - - �� �. ?, � • . 0. �: - `- '. l V � �`` -` _ ,. •ti� \Z`'� ,. .�` •♦ �j 1 f! d )ING to o eru e ,a N41 � a m c m a m a m ¢ m a m a m a m a m l Y� _ Y t 40 self r P fiCII R y • 1. �- � v � E SUN 12 Buildirfg De' '� -'" . ,• ..: J¢ 4 .. . Town of Southold K 4- k ,r t � y ,'• �;Z 'ff�z M, At A, ,t ► wilding De Town of Southold nt MELD INSPECTION REPORT PAJE COMMENTS moll FOUNDATION (IST)------------------------------------- y W • �C FOUNDATION (2ND) z H ROUGH FRAMING& t V 1 LUMBING W V+ r INSULATION PER N.Y. STATE ENERGY CODE • FINAL ADDITIONAL COMMENTS 41 �S- S s dk s o , deak a d w Z S eS d m 4-25-vs Sal A w Cer TVusFte C-0-PC_ IL �s t � � i L ---s t -44 � H x H x d b H o`y cow TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 dy�,ol �aol� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtoLAM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Office Use Only y PERMIT NO. U Building Inspector: Applications and forms must be filled out in.their entirety. Incomplete MAY — 9 2024 applications will,not be accepted. ,Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUMDMG 7D -M „Date:May 8, 2024 'OWNER(S)OF PROPERTY; Name:Pamela & Donald Schneider ;Fm#1000-52-02-31 Project Address:890 Ruch Lane, Southold NY Phone#:-631-800-4626 Fm—ail:donschneiderl @optonline.net Mailing Address:258 Ferry Rd., Sag Harbor NY 11963 CONTACT PERSON; Name:Pamela H. Pospisil Mailing Address: 141 Hampton Rd., Southampton NY 11968 Phone#:631-283-3465 ext 11 FEmTilphpG pospisil brown.com DESIGN,PROFESSIONAL INFORMATION: Name:Pospisil & Brown Architects P.C. Mailing Address: 141 Hampton Rd Phone#:631-28373465 ext11 Email:annemarie@pospisilbrown.com. CONTRACTOR INFORMATION: Name:Pamela & Donald Schneider Mailing Address:258 Ferry Rd. Sag Harbor NY 1.1963 Phone#:631-800-4626 Email:donschneiderl @optonline.netR-40R -DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ©Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther Deck renovation $100,000. Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ®Yes [:]No 1 PROPERTY,INFORMATION Existing use of property:Single Family,Dwellini Intended use of property.Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R=40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 11 Check Box After-Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter M of the Town Code. APPLICATION IS HEREBY MADE to the'Building Department for the Iisuance'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 or-premises and In buildings)for necessary inspections.False statements made'herein are Punishable as a Class A misdemeanor pursuant to Section WAS of the New York State,Penal'Law. Application Submitted By(print name):Pamela H. Pospisil BAuthorized Agent ❑Owner Signature of Applicant: Date: May 8, 2024 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Pamela H. Pospisil being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of 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. Sworn before me this I day of L 201L Notary is ANNEUM11 GUU NOTARY PUBLIC,STATE OF NEW YORK RegMration No.OIGU6297375 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County Ci ivrftslon Exom February 18,2 3 (Where the applicant is not the owner) Pamela Schneider residing at 258 Ferry Rd. Sag Harbor, NY do hereby authorize Pamela H. Pospisil to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Pamela Schneider Print Owner's Name 2 Wilding DepadmontAnplication AUTHORIZATION (Where the.Applicant is not the Owner) Nn�aJ. $ONO e%Le, I Q AT%Q)A . 5 e�iNC��Qk, residing at 't\5 (Print property owner's name) (Mailing Address) do hereby authorize . (Agent) , 055 ,%se O Vr (S"`'aa U"\kt4kC to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) (Print Owner's Name) SOFFX TOWN OF SOUTHOLD—BUILDING DEPARTMENT N .2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971=0959 oy�a � Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldto oV n . M Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only V PERMIT NO. Building Inspector: '' AUG - 7 2024 Applications and forms must be filled out in their entirety.,lncomplete . applications will not.be accepted..Where the Applicant is.not the owner,an BUILDING DEFT. Owner's'Authorization form(Page 2)shall be completed:,, T NVN •)F SOUTI€OI Date: July 31, 2024 OWNERS)OF PROPERTY: Name: Pamela & Donald Schneider scTM#l000-52-02-31 Project Address:890 Ruch Lane, Southold NY Phone#:631-800-4626 Email:donschneiderl @optonline.net Mailing Address: 258 Ferry Rd,, Sag Harbor NY 11963 CONTACT.PERSON: Name: Pamela H. Pospisil Mailing Address: 141 Hampton Rd., Southampton NY 11968 Phone#: 631-283-3465 ext 11 Email: h @ Os isilbrown com DESIGN PROFESSIONAL INFORMATION; Name: Pospisil & Brown Architects P.C. Mailing Address: 141 Hampton Rd Phone#: 631-283-3465 extl1 Email:annemarie@pospisllbrown.com CONTRACTOR_IN FORMATION:. „ Name: Pamela & Donald Schneider, Mailing Address:258 Ferry Rd. Sag Harbor NY 11963 Phone#: 631-800-4626 Email:donschneiderl @optonline.netR-40R DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 20ther Deck renovation and new outsoor shower $ 100,000, Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ®Yes ❑No '� 1 PROPERTY INFORMATION'. : Existing use of property: Single Family Dwelling Intended use of property: Same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. IR 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'orfor removal or demolition as herein described.The applicant,agrees to comply with all applicable laws,ordinances;bullding.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 Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): Pamela H. Pospisil ®Authorized Agent ❑Owner Signature of Applicant: Date: July 31, 2024 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Pamela H. Pospisil being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of 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. Sworn before me this day of . 20 otary Pubic NEMARIE GULL PROPERTY OWNER AUTHORIZATION NORFagls;UBLIC,S.OIGU6TATE OF 97375NEW RIC peglstration No.01GU6297378 (Where the applicant is not the owner) Convnission ed Sao*brumm 20 (o Pamela Schneider residing at 258 Ferry Rd. I, Sag Harbor, NY Pamela H. Pospisil do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Pamela Schneider Print Owner's Name 2 Buildin Y�D-epprtment Application AUIHORIZATION (Where the Applicant is not the Owner) Jc��uex ep, I, Arnp)A aMNCBW, residingat -6,5� L A� (print property owner's name) (Mailing Address) p W%klovL, Wk `l. 3 do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. , (Owner's Signature) (Date) ti kq, e ,5 f-\.\r)ex&Qx, (Print Owner's Name) i�I��lli���� '''d`j '� �r i+ i, -�r'.`;`�; •'`� �3a,�4 .,i>, � � ,., ;t�� �,,�.-`.,, " ••C ,' t�",l' .�.. .y,T� p'•, :i rt+In f �I: :+C: ,y .� I _ w � • - .' ,�>l � s ' ^. `fix y` n i � �� ,�. ,' 'S �.•. , F�1.• ' �t�U^-:�L^SN3:dT./�v+:i` ..aLu'�J.•Y'.S4S9.StiZ'S'R't�1..YW. 'n.,Jity,3'%S�?'Gl'it4,5YtiJi�L�`h'11i4"d10.'/JgA:n"A.'<`.:'71+'�S '•.2Tla'�.'Ln1!'' ..SL:'n;.141k.1'�S`._"•b EsT'3x`.[3:'+SYL3:'t'.�'SA?fF?LF 'S'CCS3.?dSSSS�°'�» r.• ,sa .^C BOARD OF SOUTHOLD TOWN TRUSTEES P M ' SOUTHOLD,NEW YORK p x' PERMIT N0. 10546 DATE: FEBRUARY 14,2024 > ISSUED TO: DONALD J.& PAMELA E.SCHNEIDER PROPERTY ADDRESS: 890 RUCH LANE,SOUTHOLD v A SCTM#1000-52-2-31 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 14.'2024,and ' in consideration of application fee in the sum of$1250.00 paid by Donald J.&Pamela E.Schneider and subject ` to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and ' permits the following: s. Wetland Permit to construct a 6.5'x11.5' one-story addition onto existing 1,063sq.ft.one-story dwelling;construct a 4'x7'wood stoop and a 41x4' bluestone pathway in place of existing j t 62.2sq.ft.deck,stairs and walkway;construct 121.5sq.ft.raised wood deck with 41x6' steps in , e place of existing 72.7sq.ft.deck and steps;and to reconstruct in-place existing 119.1sq.ft.raised deck; replace existing septic system with new I/A sanitary system located landward of dwelling; install a stormwater drainage system; and to establish and perpetually maintain a 15'wide non-turf buffer with native vegetation along the landward side of the top of bank with a 4'wide s r cleared access pathway; all as depicted on the site plan,prepared by Maresca&Associates, I p Consulting Engineers,last dated February 12,2024,and stamped approved on February 14, 2024. Y IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these -y presents to be subscribed by a majority of the said Board as of the da and year rst above written. Do NA the 4 o� � . t NMI f �'-'-,y�rP,5�ka:.iar.•sr�:. .�c ,z�.:,a:��;...- crsx :� !;1�4:wf�w,;.�&'aa&iL^u�8�it8%::uT ., �r�.r7w�xsr�tt•�,-r•�raaa�t��z� , Glenn Goldsmith.President ® ° ®� o Town Hall Anne $4375 Route 27 A. Nicholas M-upski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New Yorl{ 11971 Liz Gillooly eto Telephone(631) 765.1892 Elizabeth Peeples Fax(631) 765-6641 D BOARD OF TOWN TRUSTEES JUN 2 5 2025 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE Building Department Town of Southold #2263 C Date: Jutie 17,2025 THIS CERTIFIES that the construction of a 6 5'xl 1 5' one-story addition onto existing 1 063sq ft one-story dwelling construction of a 4'x7'wood stoop and a 41x4' bluestone pathway in place of existing 62 2sq ft deck stairs and walkway• construction of a 121 5sq ft raised wood deck with 4'x6' steps in place of existing 72 7sq ft deck and steps,•and reconstruction in-place of existing 119.1 sa.ft. raised deck-,replacement of existing.septic system with 1/A sanitary system located landward of dwelling. installation of a stormwater drainaaze ssystem• establishment of a 15' wide non-turf buffer with native vegetation along the landward side of the top of bank with a 4' cleared access pathway. At 890 Ruch Lane,Southold Suffolk County Tax Map#1000-52-2-31 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 5,2024 pursuant to which Trustees Wetland Permit#10546 Dated February 14,2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project fwo which this certificate is being issued is for the construction of a 6.5'xl 1.5' one-story addition onto existing 1 063s�ft one stow dwelling,• construction of a 4'x7' wood stoop and a 4'k4' bluestonepathway in place of existing 62 2sa ft deck stairs and walkway_construction of a 121.5sa ft raised wood deck with 4'x6' stems in place of existing 72 7sq ft deck and steps• and reconstruction in- place of existing 119.1 sgft raised deck,• replacement of existing septic system with I/A sanitary system located landward of dwelling,• installation of a stormwater drainage system,,establishment of a 15' wide _non turf buffer with native vegetation along the landward side of the top of bank with a 4' cleared access atp hway. The.certificate is issued to DONALD J.&PAMELA E. SCHNEIDER owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF EN` ONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY C0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LE°f TER �F N� Jt.1RISDICT'ION: TIDAL. WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION January 25, 2024 Donald J. & Pamela E. Schneider 258 Ferry Load Sag Harbor, NY, 11963 Re: Application #1-4738-04993/00001 Schneider Property: 890 Ruch Lane SCTM# 1000-52-2-31 Dear applicant: Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property located landward of the 11' contour, which exceeds ten feet above mean sea level in elevation, as shown on the survey prepared by Peconic Surveyors, P.C., last revised July 6, 2023, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat(NLEB) (Myotis septentirionaiis), a species listed as "endangered" by both New York State and the US Fish & Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the "take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535, The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as endangered or NEW Department of STATE Environmental Conservation threatened is prohibited in the absence of a permit from this Department issued pursuant to ECb §11-535. In order to avoid an Endangered Species "take," no tree cutting activities may be conducted at the project site between the dates of Larch 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0310. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Sherri"A:icher Regional Permit Administrator cc: En-Consultants BMHP File TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 21, 2024 TO: Pamela H. Pospisil (Schneider) 141 Hampton Road Southampton,NY 11968 Please take notice that your application dated August 7, 2024: For permit: to construct additions and alterations to an existing single-family dwelling at: Location of property: 890 Ruch Lane, Greenport,NY County Tax Map No. 1000—Section 52 Block 2 Lot 31 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 7,987 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a combined side yard setback of 25 feet. The proposed construction has a total combined side yard setback of±21.2 feet. c-, Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex S®U��® P.O. Box 1179 54375 State Road Route 25 Southold, NY 11971 �� (cor. Main Rd. &Youngs Ave.) Southold, NY en Telephone: 631 765-1809 http://southoldtownny.gov C_ C®UNTY,� ! r ZONING BOARD OF APPEALS �` a !; Town of Southold 9F / 3 5 04K 0a L J A N 2 9 2025 JAAIN.,2 9 2025 Ity IFINDINGS, DELIBERATIONS AND DETERMINATIQ «tiUn csa t3c.U0101d MEETING OF JANUARY 23, 2025 ZBA FILE No.: 7972 NAME OF APPLICANT: Donald J. Schneider and Pamela E. Schneider PROPERTY LOCATION: 890 Ruch Lane, Greenport,NY SCTM No. 1000-52-2-31 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 14-23, and the Suffolk County Department of Planning issued its reply dated October 10, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. The applicant must comply with Chapter 236 of the Town of Southold's Stormwater Management Code. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 30, 2024 indicating the relief requested in this application is listed under the Minor Actions exempt list(item F)and is exempt from review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject parcel is a 7,987 sq. ft. rectangular lot in the R-40 Zoning District. The northeast property line measures 50 feet fronting Ruch Lane, the northwest property line measures 153.91 feet, the southeast property line measures 165.56 feet, and the southwest property line measures 51.34 feet along the mean high-water line of Arshamomoque Pond. The property is improved with a one-story frame dwelling with an outdoor shower at the north-west corner of the dwelling, a deck on the north-west side, two decks on the south-west side, and a detached deck adjacent to Arshamomoque Pond, all as shown on the survey prepared by Donald J. Metzger, Peconic Surveyors, P.C., last revised July 6, 2023. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Sections 280-124, and the Building Inspector's August 21, 2024 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at, 1) located less than the code required minimum combined side yard setback of 25 feet; located at: 890 Ruch Lane,(Adj.to Arshamomoque Pond)Greenport,NY. SCTM No. 1000- 52-2-31. RELIEF REQUESTED: The applicant requests a variance for additions and alterations to an existing dwelling including the addition of an outdoor shower, replacement of an entry stoop,replacement of a rear deck(deck 3), and repairs to a rear deck(deck 2),having a combined side yard setback of 21.2 feet instead of the minimum code required combined 25 foot side yard setback. J Page 2,January 23,2025 #7972, Schneider SCTM No. 1000-52-2-31 ADDITIONAL INFORMATION: The applicant provided architectural drawings including a site plan, foundation plan, first floor plan, exterior elevations and building sections, and "section @ new entry stoop and detail @ new raised deck", labeled respectively A-0, F-1, A-1, A-2, and A-3. Improvements to the subject parcel are covered by Certificate of Occupancy Z-34183 dated February 4, 2010 for a one family dwelling and by Certificate of Occupancy No. 43663 dated December 8, 2022 for "as built" alterations including central air conditioning and kitchen renovation to existing single family dwelling. No member of the public spoke in favor or in opposition to this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9, 2025 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The house is part of the Arshamomoque Colony neighborhood consisting of a mix of one-story and two-story houses along either side of Ruch Road, a private dead-end street paralleling the east side of Arshamomoque Pond.The lots in the neighborhood are of varying widths,with waterfront parcels having the narrower dimension along Arshamomoque Pond. Several homes in the neighborhood are on lots that appear to be similarly narrow and non-conforming as the subject parcel. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance.The existing dwelling side-yard setbacks are non-conforming, thus any additions or alterations in the side yards would require a variance. The proposed change to the entry stoop will increase the side yard setback as compared to the pre-existing entry stoop. The proposed raised rear deck 3 will also increase the side-yard setback relative to the pre-existing deck 3. The proposed alterations of rear deck 2 do not change the pre-existing side-yard setback. The proposed outdoor shower setback is within the existing basement access setback. 3. Town Law&267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 15.2%relief from the code. However,this variance is reduced relative to the variance presented by the pre-existing configuration and is approximately equal to the combined setback of the existing dwelling. 4. Town Law &267-b(3)(1b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed improvements to the parcel are covered by a Board of Southold Town Trustees Wetland Permit No. 10546 dated February 14, 2024 covering construction of a 6.5' x 11.5' one-story addition onto existing 1063 sq. ft. one- story dwelling and replacing existing septic system with a new I/A sanitary system (both completed at the time of the ZBA site inspection); and constructing a 4' x 7' wood stoop and a 4' x 4' bluestone pathway in place of existing 62.2 sq. ft. deck, stairs, and walkway; constructing a 121.5 sq. ft. raised wood deck with 4' x 6' steps in place of existing 72.7 sq. ft. deck (deck 3) and steps, and reconstructing in-place an existing 119.1 sq. ft. raised deck (deck 2). The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,January 23,2025 #7972, Schneider SCTM No. 1000-52-2-31 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an outdoor shower, adequate entry stoop, and decking similar to the pre-existing/ as-purchased condition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Steinbugler,seconded by Member Lehnert,and duly carried, to GRANT the variance as applied for, and shown on the Site Plan(Sheet A-0) Revision 2, last revised September 5, 2024,and Architectural Plans(Sheets A-0.1,A-0.2, F-1,A-1-A-3, S-1)dated August 6,2024,all prepared by Pamela Holmes Pospisil of Pospisil & Brown Architects, P.C. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity,provided de minimis relief is requested within one year of the date of this decision. Any time after one year, the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations,extensions,demolitions, or demolitions exceeding the scope of the reliefgranted herein,are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote e Board: Ayes: Members Weisman(Chairperson), Planamento,Acampora,Lehnert and Steinbugler(5-0) Leslie Kanes Weisman, Chairperson Approved for filing / 1 /2025 uffD - BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 coo • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh southoldtownny.aov - seand@southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Dater Company Name: r,62,og e' Electrician's Name: License No.: Elec. email: Elec. Phone No: j�3( lry 36-27 Ml request an email copy of Certificate of Compliance Elec. Address.: Lr 41h( r/ _ i�/�'—�l�E�� �1/� /i-?d/ JOB SITE INFORMATION (All Information Required) Name: ,S yv Address: 9 Cross Street: yrl 1 Phone No.: Bldg.Permit#: A email: jg �- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTA E (Please Print Clearly): Square Footage: s Circle All That Apply: Is job ready for inspection?: YES a NO Rough In LJ Final Do you need a Temp Certificate?: R YES❑NO Issued On Temp Information: (All information required) Service Sizep1 Ph❑3 Ph Size:�A #Meters_� Old Meter# New Service®Fi`re�Reconnect[:]Flood Reconnect[-]Service Reconnect PUnderground QOverhead Im #Underground Laterals W 1 H Frame n Pole Work done on Service? 1h Y N Additional Information: oc,&�W t/ f ��G, v�'✓-� �VI �Od TO PAYMENT DUE WITH APPLIC ON ` /I- /7-Lf recce 10 C 0;suFFo� BUILDING DEPARTMENT-Electrical Inspector x TOWN OF SOUTHOLD `Y • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # 1-1 (e Date caber a?s2o24 Customer Nam cA h�' �r Electrician Name 0 J inls lec a, Address 6rq„ s3f Phone ;j/ 81 O-?y 1-T e-mail Q- K o a.nel, a-mail ms G ea tL •Gax,, Phone License# M E 5-2-9 c7 3 Size—,,AOO_A Phase Overhead Underground #of Meters Remarks #of Underground Lateralsl 10 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date abov Authorized by <: r �r��FFOta BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh@southoldtownny.gov b seand(c�southoidt©wnny.gov -. - APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: w^3� o 36-2 7 IRI request an email copy of Certificate of Compliance Elec. Address.: // , " r� il����'��E,�� ./ifs /rid/ JOB SITE INFORMATION (All Information Required) Name: Zow e Address: 89 &d c,e- �± Cross Street: yyl f Phone No.: F BIdg.Permit#: �d TAR email: Tax Map District: 1000 Section: Block: Lot. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTA E (Please Print Clearly): Square Footage: r?0syl- Circle All That Apply: 1 �S� 4, O Is job ready for inspection?: YES❑NO Rough In i Do you need a Temp Certificate?: �YES❑NO Issued n l Q Temp Information: (All information required) Service SizeP Ph❑3 Ph Size: 9a A #Meters _ Old Meter# lc ]New Service[:]Fire ReconnectOFlood Reconnect[:]Service Reconnect�Underground DOverhead # Underground Laterals 1 H Frame n Pole Work done on Service? Y N Additional Information: �;�(2�4 o c j���W �� 7-0 �2cx-o PAYMENT DUE WITH APPLICATION ` SZ) (� PERMIT# Address: 1ati Switches � �. Outlets G F I's l Surface Sconces l � H H's UC Lts Fri g HW POOL Panel Fans Mi r. W/D Pump Exhaust O en Sump Heater Trnsfmr Smokes D Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum .Transfer Disc , Combo Cooktop Minisplit Blower - AC AH Hood Blower —3 Service Amps e Have � Used Sub Amps Have Used Comments rQ `� A--C- 1 �� POSPISIL & BROWN ARCHITECTS, P.C. i 141 HAMPTON ROAD SOUTHAMPTON, N.Y. 11968 TELEPHONE: 631-2 8 3-3465 FAX: 631-283-3593 May 8, 2024 Mr. Mike Verity, Southold Town Chief Building Inspector Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Building Permit application for 890 Ruch Lane Southold, NY SCTM#1000-52-02-31 Dear Mr.Verity, The property for the attached building permit application is on Hashamomuck Pond and as such, the proposed project was heard before the Town of Southold Board of Trustrees. Our application was approved back on February 14, 2024, but as of today we still have not received the written permit. I am including the minutes from that meeting with the building permit application package in hopes that it will allow you to review and process the building permit, knowing that the actual wetlands permit is forthcoming. We greatly appreciate your consideration on this matter. Sincerely, f - d Pamela H Pospisil 4 t.' Glenn Goldsmith,President TO Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P O �f P.O.Box 1179 Eric Sepenoski j Southold,New York 11971 Liz Gillooly Telephone(631) 766-1892 Elizabeth Peeples ' �. yp�; Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Minutes Wednesday, February 14, 2024 5:30 PM Present Were: Glenn Goldsmith, President A. Nicholas Krupski, Trustee Eric Sepenoski, Trustee Liz Gillooly, Trustee Elizabeth Peeples, Trustee Elizabeth Cantrell, Administrative Assistant Lori Hulse, Board Counsel CALL MEETING TO ORDER PLEDGE OF ALLEGIANCE TRUSTEE GOLDSMITH: All right, good evening, and welcome to our Valentine's 'Day, Wednesday, February 14th, 2024 meeting. At this time I would like to call the meeting to order and ask that you please stand for the pledge of allegiance. (Pledge of allegiance is recited) . TRUSTEE GOLDSMITH: We'll start off the meeting by announcing the people on the dais. To my left we have Trustee Krupski, Trustee Sepenoski, Trustee Gillooly and Trustee Peeples. To my right we have the Attorney to the Trustees Lori Hulse, and we have Administrative Assistant Elizabeth Cantrell. And with the CAC we have Shannon Wright. Agendas for tonight's meeting are out in the hall and posted on the Town's website. We do have a number of postponements tonight. Postponements are in the agenda on page six, under Amendments, Number 1, Michael Kimack on behalf of CAROLINE TOSCANO requests an Amendment to Wetland Permit #10281 to establish a 4' wide by 10' long path through the Non-Turf Buffer area leading to (and over the established Buffer areas) , a proposed raised 4' wide by 80' long catwalk with 4' wide staircase to ground at landward end leading to a 41x46' catwalk to a 31x12' aluminum ramp to an 18.7'x6' floating dock with a 21x4'bump-out for ramp situated in an "L" configuration and secured by two sets of two (2) dauphin w J � ry Board of Trustees 22 February 14,2024 TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE GOLDSMITH: I make a motion to approve this application as submitted. TRUSTEE SEPENOSKI: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE KRUPSKI: Number 4, En-Consultants on behalf of DONALD J. 6 PAMELA E. SCHNEIDER requests a Wetland Permit to construct a 6.51xll.5' one-story addition onto existing 1,063sq.ft. One-story dwelling; construct a 410' wood stoop and a 41x4' bluestone pathway in place of existing 62.2sq.ft. Deck, stairs and walkway; construct 121.5sq.ft. Raised wood deck with 41x6' steps in ,place of existing 72.7sq.ft. Deck and steps; and to reconstruct in-place existing 119.1sq.ft. Raised deck; replace existing septic system with new I/A sanitary system located landward of dwelling; install a stormwater drainage system; and to establish and perpetually maintain a 10' wide non-turf buffer with native vegetation along the landward side of the top of bank. Located: 890 Ruch Lane, Southold. SCTM# 1000-52-2-31 The Trustees visited the property on the 7th of February and noted that a 15-foot non-turf buffer, vegetated buffer, would be recommended, given the slope and the location. The LWRP coordinator found this to be consistent. And the Conservation Advisory Council resolved to support this application. Is there anyone here that wishes to speak regarding this application? MR. HERRMANN: Yes, Rob Herrmann of En-Consultants, on behalf of the applicant. The applicant, the homeowner, Pam Schneider, is also here. It is a reasonably straightforward application for a small addition in the front, and deck addition and reconfiguration in the rear. It was the Board's recommendation to increase what we had proposed as a ten-foot non-turf buffer to a 15-foot non-turf buffer. We have been able to revise the plans to accommodate the Board's request, and I'll submit now two copies of a sealed site plan from Maresca & Associates Consulting Engineers last dated February 12th, 2024, which shows a 15-foot vegetated non-turf buffer and a four-foot wide access path to be maintained as a cleared access to the approximate center point of the existing platform at the top of the stairs. And that note regarding the width of the buffer to be planted is kind of on the right-hand side of the depicted buffer. TRUSTEE KRUPSKI: And there are no other changes that have been made iqthe plans aside from the buffer? MR. HERRMANN: Correct. Well, I shouldn't say that. There are a Board of Trustees 23 February 14,2024 couple of minor design details to the sanitary system that's located outside the Board's jurisdiction, just pursuant to a couple of comments from the Health Department. But they should not affect this Board. TRUSTEE KRUPSKI: Thank you. Is there anyone else here that wishes to speak regarding this application? Or any additional comments from the members of the Board? TRUSTEE SEPENOSKI: Appreciate meeting with you in the field and the thorough going-over of the project. You answered all, our questions and presented detailed, carefully drawn plans that are ready to go. MR. HERRMANN: Thank you. TRUSTEE KRUPSKI: Hearing no additional comments, I make a motion to close the hearing. TRUSTEE GILLOOLY: Second. TRUSTEE GOLDSMITH: All in favor? (ALL AYES) . TRUSTEE KRUPSKI: I make a motion to approve this application based on the plans stamped received by the office February 14t11, 2024. TRUSTEE GOLDSMITH: Second. All in favor? (ALL AYES) . MR. HERRMANN: Thank you. TRUSTEE GOLDSMITH: Thank you. TRUSTEE SEPENOSKI: Number 5, Clay Coffey & Margot Coffey on behalf of MARK & LISA MONTxFxoRE requests a Wetland Permit for the existing 1,971sq.ft. One story, single family dwelling; construct a 416sq.ft. Addition onto the landward side of the dwelling; construct a 997sq.ft. Second story addition; new roofing and siding; existing 600sq.ft. Ground floor seaward side deck to be reconstructed and reduced to a proposed 517sq.ft. (18.6'x24.81 ) deck with a t21x24.8' trellis; construct a 3.61xll. 8 ' front entry; construct a 21x5.8' mudroom entry; construct a 6.51x39' second story deck within the footprint of the first floor;; abandon existing septic system and install a proposed IAA OWTS septic system landward of dwelling; abandon existing well and install public water line; install gutters to leaders to drywells; outdoor lighting to be Dark Sky compliant; install staked hay bales and silt fencing prior to and during construction; and to establish and perpetually maintain the existing 2,740sq.ft. Vegetated bank as a non-turf buffer area. Located: 4452 Great Peconic Bay Boulevard, Laurel SCTM# 1000-128-4-22.2 The Trustees visited the site on the 7th of February and our notes from that visit read: Increased non-turf buffer from top of bank. The LWRP coordinator found this project to be consistent and also recommended maximizing a vegetated buffer landward of 5-v � vb POSPISIL&BROWN ARCHITECTS,P.C. 141 Hampton Road Southampton,NY.11968 Tel. (631) 283-3465 Fax. (631) 283-3593 D ESE E TRANSMITTAL J U N 1 2 2025 DATE: June 10,2025 Building DlaPartment TO: Southold Building Department T®vvn of Southold FROM: Pam Pospisil RE: Schneider-890 Ruch Lane Enclosed is the following: L' 1-Final green stamped from SCHD survey dated 6/1/2025 1-Signed and sealed final survey dated 6/4/204 1-Plumbing solder certificate dated 10/30/2024 1-Revised set of plans and note per your request 1-Photos of soil stabilizer If you should have any additional questions,please call the office. PHP/ag enclosures ` 6 5 2 l� 1 �V V W ki r. Cam/ V /' / Y POSPISIL & BROWN R U C H L A N E ARCHITECTS , P.C . Edge of Pavement www.pospisilbrown.com Property Line 141 Hampton Road T: 631.283.3465 U Soutbampton,NY. 11968 F: 631.283.3593 _J Ex15tmg utility EX15tIng pole (to remain) water meter U (to remain) p • L � Project Name: I New :• I Driveway Schneider Residence Edge of exist walkway to be removed 890 Ruch Lane Southold, New York 35'-0" Front New walkway Yard Principle Building Setback Existing outdoor shower, to be removed 9'-Gil 01 1 2'-43/4"' 01 New stoop 2, Property j� of: 12,3/ I � �� � Y � i New outdoor ••••..•• 5T►,� shower \ N —1 EXI5tin(g A/C Donald J 5chnelder TORY `I unit (to remain) I\{TO REM ) ,11 Pamela E 5chnelder Existing basement �t V� A �. �� A access (to remain) �•, 5ltuate: 7 Y411 Town of Southold Suffolk County, New York I 01-Gil Area: 7'987 S.F. Exist. Deck, ............... t re ain > 5CTM No.: 1'-83/8 New 1000-52-02-3 1 Ral5ed,Di0&:.. . 10'-43/4° (Deck 3) Zonin,.. g District: R-40 (Residential) __v New wood stairs Survey Provided By: o In o / Peconic 5urveyors, P.C. P.O. Box 909 D_ ` 230 Traveler Street Southold, N.Y. 1 1 971 4too Existing cesspool cover (to remain) I �"i1d� " . LO Revision #2 3-5-24 Revision #1 8-20-24 Date: LOT COVERAGE I I Z.B.A. SUbM155lon 8-G-24 Ex15t. Deck, I Note: Nouse= 1 , 138.05 51' EX15tm wood I to remain Top of B THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF stairs t Bank o remain) (Deck 1) POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR Deck I = 9 1 .G sf (exl stl ncg to remain) SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& Deck 2= 1 19. 1 sf (eX15tI net to rema l n) Existing wood BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS RY AND OTHER Deck 3= 12 1 .5 sf (l ncrea5,ecl by 48.8 sf) stairs (to remain) RESERVE D AIN RIGHTS,NAND ALL MADD ADDITION TON LAW, O THE OCOPYRIGHTS.HE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL Deck 4= to be removed* I I TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN BottO J m of Bank WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. Decks Total= 332.2 sf L House � Decks Total 1 ,47125 sf � COPYRIGHT2023. ALL RIGHTS RESERVED. Allowable Lot Coverage = 1 ,470.6 sf tL R' Seal: BUILDING PERMIT I G\�,�SRED ARCy/T 4� OBTAINED FOR f deck removal a . r ' Np E S A 0 4 t front o t door reduces lot coverage by G2.2 M I P o e v a �\ n s BATH ADDITION � � N, 1v sf. Replace w new 7 9 h R e b 4 stoop � Step. Sm � w ce steps � st 1 l s oo s Water � p y 1'' P e EXISTING TO REMAIN p � r TI e I a I ess than 0 f I n `•... ne 3 s t does of count towards lot o cov ra e. ................................................................................................................ 9 . � ••• CLOSED CELL SPRAY FOAM ............................:........................................:...........::: ::.;;: :.:.;::.:_ :: ::;:::::::::;::: ::::::::::..,; INSULATION MIN. R-42 TOTAL ............................... . ...,.... ............... .. ....... �.; ( ) ADDITION 0 5 .r::r::rr:r:: �r:::r:•i:iii�:•:i(i�i:� :4.i�ii:iii�i :ii�:` } :::::i:::•i:i•::ii•::}i:r ::::::::::::::::. :::::::......::::::::: 9p ::::. ::::::::::::::::::::::.:: :::::::::......::::::::..::........: :::..::.::. ::..... :......::......::. :._::::::: . :::::::::::::::::: OF W EXISTING TO REMAIN :.: ..... ::. ::::::::. :::::::::::::::::: :::::::::::::::::::::::::;: DRAWING LIST NE :... ......:.................. ......... ::::::::::::. :::c:::::::::. :::. ::::::::::::::::::::::::. :::::::::::::. :::::::::::::r. In Drawing Name: ::::::: :::::::::: :::::::::: ::::::::. ::::......... ........... :::::. :::::::::::. ::::::::: 0 :::::::. :::::::::::::::::::::::. 32 BATE INSULATION s :. ..::::::::................ ::::::..::. :::::.. :::::::. :::::::::::::::::::. ::::::::::::. ::. ::::::. ::::.::::::::::::::::: A-0 SITE PLAN _______ __ _ ::: :_ : ::::::: ::::____:: :_ ::: __ .:. :_ __::: :. ... . ......: : ::: (MIN. R-21) @ ADDITION ... ........ .. .. ... ... A-0. I TYPICAL DETAILS 0 SITE PLAN BUILDING EXISTING TO REMAIN GATT INSULATION (MIN. R-30) A-0.2 TYPICAL NOTES Q UE @ ADDITION F-I FOUNDATION PLAN DEPARTMENT INFO -- - A-I FIRST FLOOR PLAN A-2 EXTERIOR ELEVATIONS BUILDING SECTIONS Drawing Number: A-3 WALL SECTION @ NfEW ENTRY STOOP DETAIL @ NEW RAISED DECK Bldg Dept copy from MA F Final r®vi�.w>•d dootA-TWIts S-I FRAMING PLANS SITE PLAN I 2GA Mle# `Z��.� THERMAL ENVELOPE (Looking West) Date: 2 I u = n Scale: 110" Scale: 8 I -0 I NSF Y m N *ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS INSTALLATIONS. THE DESIGN ENGINEER f a 000' MUST BE CONTACTED WHEN THE BOARD OF HEALTH/WASTE WATER MANAGEMENT INSPECTOR IS N °6' s/°� �� CONTACTED FOR INSPECTION. ALL SEPTIC AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. w- _,... , v.K n_h, ���H�t t EXISTING UTILITIES IN FRONT YARD �A� 0,03 � " TO BE RELOCATED e�/ 0 .0 �0 9h�_crest�e<9 So��s r u,7a!t o �re ,astx , o * - 890 Ruch Lane r kwth Fork WeWmy -�,- 0 •00 NOTE: A MAINTENANCE CONTRACT & CONTINUOUS MAINTENANCE IS REQUIRED ,fi . Southhold,N.Y. s5cpeis"ei�f O ° 411�° FOR THE PROPER FUNCTIONING OF ALL I/A TREATMENT TANKS p'ei`$cn 0 111q w 0 700, � ***BENDS NOT PERMITTED ON TREATMENT /1 �00, �c4 <' UNIT INLET LINE(S) ON NEW CONSTRUCTION W EXISTINIG 1-STORY 2-BEDROOM RESIDENCE �iOv��//� �Q�• �` �/ p �'C ON FOUNDATION �\ �/� 7 ti 00 �, S0, �Q ' O. N w FFE: 20.9 / EXTG FIRST FLOOR FOOTPRINT: 1063 FT 2 O o FT�F �s � /O 008 F/° suto,t,Fsh „t , r °- w/ 74.75 FT BATHROOM ADDITION �2,q�'ccs �� R �� s° ��` �bzi -00 FR f < T T 7s, �` �/ F� o z5 �' o z �CT ®I, ®� Ti Suites -9S' W W till 0A_ 04 ALL SITE DATA SUPPLIED BY PECONIC SURVEYING i �: �Ty F� t� T °00� c '9 SOUTHOLD NY 05.05.14 REVISED 07.06.23 ,.. /� SCTM#1000-52-02-31 /7,987 SF /.18 ACRES No 0 '9": r60 riR °s ',q Ric PROPOSED ROOF RUNOFF DRAINAGE .::. .':::. ��_ 1, 'O0� �/C 00- GF yq ELEVATIONS NAVD 198$ DATUM( y /o 00 o HYDROACTION I/A OWTS (3) 4' DEEP LEACHING GALLEYS r... '9�` °�' 'S'O �� � R PROPOSED SITE PLAN SUPPLIED BY 00 Fop POSPISIL BROWN ARCHITECTURE �^ / , �. .s v 9 �9� a. Y ® /FAT �� ' --- ®TES s �<0 000 �� W o / sti& ' ''W �� HOLE SUFFOLK COUNTY DEPARTMENTOFHEACfH ERVICE F- 0 o� D s PROPOSED 4' x 7' WOOD STOOP AND 4' x 4' � O � Q'' � . ' -� �\o `� Q o '� `� PERMIT FOR APPROVAL OF CONSTRUCTION FOR A — W BLUESTONE PATHWAY TO BE CONSTRUCTED IN v _? `A E "=0 U L 1i PLACE OF 62.2 SF WOOD DECK, STAIRS ®"�AND V� SINGLEFAMILY RESID N o �- ® � , E �E ONLY p a� =WALKWAY TO BE REMOVED cu �� �. c� vs A 'Y_ 0&411 ,i U) 41 77,s c / DATE 3i7i2024 H .S. REF. No. R-24-0151 � C: � 7 F,� 750, i -9 APPROVEa Q ® l 17, J� - <� I ,, / FOR MAXIMUM OF 4 BEDROOMS U ® ao CU tl� PROPOSED HYDRO ACTION AN400 TREATMENT TANK- Cn U _ ® ,moo SUIITABLE FOR 4 BEDROOMS (440 GPD) EXPIRES THREE YEARS FROM DATE OF APPR ��'� Uj � W17H LOCKING COVERS TO GRADE PROPOSED PROJECT (LIMITING 18` � r7�„`'��\�'�' � ��� _ °'___ _ CO►NTROL PANEL WITH GFI SERVICE OUTLET, - <C��� �� 1$, VEINT WITH CARBON FILTER AND HYDRO ACTION Q FENCE IN -- 17_ HP18000MPRESSOR TO BE INSTALLED WITHIN AREA OF DISTURBANCE = ±5860 SF 70, oC, �y•, *, � VIEW OF TREATMENT TANK 77;5,, "' ' � C w/ l-8' 0 x 12' DEEP LEACHING POOL +1 (EXPANSION POOL O 7 '°R Al �' ow yp� .O S� 'Oo ``v / 9, Q' MAR PROPOSED 1-STORY BATHROOM ADDITION E- ov oe rSsF �C',r��.` wv Qv E$.5' x 11.5', 74.75 FT ADDITION Fliy z � 7 , "� .` Q hs- `� ,y �,ram• � MAINTAIN 4' WIDE CLEARED ?Ts o�qc�sT��`p` ��4 �6 QJ Approved & Perrr�� LU ACCESS PATHWAY O e Fo of �'oT 76 ro, �� Q� ® ® SCHNEIDER RESIDENCE %� loll' RUCH LANE SOUTHOLD PROF t D • Y W W W )Cl 'Q9�S, ,' y /s "ry DUSTING SEPTIC SYSTEM WASTE LINE TO BE \ \ VVV W W W W W W W \ �Sl�oFpo�F2 _A5 �Q" �� DOS � ABANDONED EXISTING LOT COVERAGE: 1409 SF OR 19% (PER SURVEY) �p 9W W W W W W \ W\ •V1 �A��c �j� Qv �O p`L ALLOWABLE LOT COVERAGE: 1470.8 SF OR 20% \W \� F� 4 o' SOUTHOLD BUILDABLE LAND AREA (EXCLUDES WETLANDS): 7,354 SF //•\ � \ W W W W W _ Qi w� OOo Q TOWN DEFINED LOT COVERAGE z c) LU - ��� I"L� 13 0 STRUCTURE AREA SF % W�W W7 O 7 °� EXISTING ROOF LINE TO REMAIN HOUSE 1063.3 W z } /� 12 EL.19.0 0.0 Q Q \ \\ \\ \ \ \W W W W W W W •1^ � DARK BROWN � = z LOAM L DECK1 91 .6 D.5EXISTING SEPTIC SYSTEM TO BE U O �\ y W W W W W W ` BROWN SILT D \\ \\ W y W ABANDONED AS PER SCDHS REGULATIONS ML 11 1 ry 3.0' DECK 2 . W 9 H O BROWN CLAYEY p �� `.`` 0 �\ Q {/� 06 o .` n_ \ � ,�. �. SAND WITH �'`., �.9� ���\\ PROPOSED 15' WIDE NON-TURF GRAVEL �� SC 6.01 DECK 3 72.7 W yzc \�i�Qs ��\� 6\ ��`� 10- BUFFER TO BE PLANTED WITH F .y � � S\ >� NATIVE VEGETATION PALE BROWN SAND N Z DECK 4 62.2 `�` �\ \\ \\ \ \ '` HIGHEST EXPECTED TOTAL EXISTING 1408.9 ° U '�� �q , \ pG' Tidal wetlands boundary, as delineated by En-Consultants, May 9, 2023 G.W. 19.16 /o C G.W.EL.1.0 SIP 18.0' WATER IN 1 —STORY ADDITION 74.75 ALE \\ �\ Design Professional's Certification Required. PFINE SANDN SP Submit P.E. or R.A. Certification For 19D REMOVE DECK 3 -72.7 The Installation and Construction of the Sewage Disposal System TEST HOLE �` �, NO SCALE REMOVE DECK 4 -62.2 DRAWN BY: KM N Y " ITE PLAN � \ Use Form WWM-073 TEST HOLE PERFORMED SA N I TA R ,� o DATE: 01.04.24 BY McDONALD GEOSERVICES 10.23.23 SCALE = 1:10 PROPOSED DECK 3 121\ V .5 SCALE: AS NOTED Abandonment of the existing sanitary system must be in 10, o' 10, 20' conformance with the Department's requirements. TOTAL PROPOSED 1470.25 19.99°/® SHEET Submit completed form WWM-080 as proof APPROXIMATE LOCATION OF EXISTING UTILITIES 0 - PROPOSED UTILIITIES ADDRESS.• 890 RUCH LANE, SOUTHOLD do SURVEY OF PROPERTY �p �'°�'%`� A T ARSHAMOMO Q UE Aso 9TF oq�� TO WN OF SO UTHOLD C� F �`�'�� 9°� S UFFOLK COUNTY, N. Y. 1000-52-02-31 SCALE.- 1"=20' o� OCTOBER 6, 2009 MAY 5, 2014 (CERTIFICATION ADDED) DECEMBER 29, 2022 (SURVEY & SEPTIC LOC.) MARCH 30, 2023 (L 0 T CO VG. & ADD DIMENSIONS) JUL Y 06 2023 (CONTOURS, WETLAND FLAGS) s• o d /ro LOT COVERAGE CALCULATIONS HOUSE = 1063.3 SQ FTo- DECK 1 = 91.6 SQ Fr GP 0� �� ����• 9 DECK 2 = 119.1 SQ FT DECK 3 = 72.7 SQ FT DECK 4 = 62.2 SQ FT 18 ry (3� !��c• �o 1 DECKS TOTAL = 345.6 SQ FT —17F� � yF 8` TOTAL HOUSE & DECKS = 1409 SO FT �R vac TOTAL BUILDABLE LAND= 7354 SO FT 16 �9' oEgF '�- ,y'? 40, yEvr 17- (LANDWARD OF 77DAL WEMANDS BOUNDARY) `lg `� '`te• o (� 1409/7354= 0.192 LOT COVERAGE = 199 ah o . A6 \ � 13 �g 15 �• . KEY \ s PJ \ �� �•\ of 7 C',p 1� �� 0 = REBAR � 13 O� ® = WELL yP� r ,+4 \�\ o >> = STAKE \ ,OQ) Certified To B = TEST HOLE 1• Donald J Schneider • = PIPE "�It` Pamela E Schneider ■ = MONUMENT ' = WETLAND FLAG ��y o� 8 0 = UTILITY POLE 5 P\�5 �f = HYDRANT `Y�r r o0p 77dai wetlands boundary, as delineated by En—Consultants, May 9, 202J O � � N. Y.S. LIC. NO. 051132-0 ELEVATIONS AND CONTOUR LINES O SD N.Y.S. LIC. NO. 4961 ARE REFERENCED TO NAVD '88 DATUPC-,M P R- \ , PECONIC SURVEYORS, P.C. Peconicsurve �• RCN ANY AL7ERA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON (631) 765-5020 FAX (631) 765-1797 AREA=7,987 SQ. f I OF SEC77ON 72090F 774E NEW YORK STATE EDUCA77ON LAW. tlmum.net O� EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS y©o P TO TIE LINE 'd HEREON ARE VALID FOR 7NIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF 774E SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 09-199 ADDRESS: 890 RUCH LANE, SOUTHOLD �y moo. SURVEY OF PROPERTY ,o �,��� A T ARS 1AMOMOOVE 3so q�� TOWN OP SOUTHOLD � SUFF'OLK COUNTY N. Y. 1000--52-02-31 6 �9 So,a , SCALE 1 —20 OCTO$ER 6, 2009 F• � Fm `'�' MAY 5, 2014 (CER70CA T10N ADDED) DECEMBER 29, 2022 (SURVEY & SEP71C LOC.) MARCH 30, 2023 (LOT COVG. & ADD DIMENSIONS) O 3 JULY 06 2023 (CONTOURS, WETLAND FLAGS) V s, LOT COVERAGE � CALCULATIONS HOUSE = 1063.3 SO FT DECK 1 = 91.6 SO FT VP O 0 ,®g AP,``llP DECK 2 = 119.1 SO FT \ &cotiv � DECK 3 = 72.7 SO FT \� !� �g, e DECK 4 = 62.2 SO FT DECKS TOTAL = 345.6 SO FT "'17 TOTAL HOUSE & DECKS = 1409 SO FT 16 - ,1 TOTAL BUILDABLE LAND= 7354 SO FT o �F g. �� moo. (LANDWARD OF ADAL WETLANDS BOUNDARY) '13 3 '�s' A. 1409/7354= 0.192 r� �``, LOT COVERAGE = 199 dO1 cam � ? ° ' 16 0 A,O�� 3 h a J + 'IVY \\ �� •�\> \�. co \� ' = REBAR � ® = WELL O ® STAKE TEST 12. Certified To ri J.P.=`T� ! ® = TEST HOLE \ Doh Donald J Schneider Pamela E Schneider -L ® = PIPE ■ = MONUMENT = WETLAND FLAG = U77UTY POLE � , \� P`� = HYDRANT � ,�°`�' Tidal wetlands boundary, as delineated by En-Consultants, May 9, 2023 32-0 0- s ` e Y N.Y.S. LI NO.14961 ELEVA77ONS AND CONTOUR LINES �� PECONIC SURVEYORS, P.C. VD 1 ARE REFERENCED TO NA '88 DATUM �� ANY AL7FRAl7)ON OR ADDITION TO THIS SURVEY IS A VIOLATION (631,) 765-5020 FAX (631) 765-1797 OF SECTION 7209OF 7HE NEW YORK STATE EDUCATION LAW. pe con icsurvey®optim um.net ���w�� �Q� ��� CT. �Q EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 /"1 ® I— 1 � HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF TOM LINESAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET Q WHOSE SIGNIATURE APPEARS HEREON. SOU7HOLD, N.Y. 11971 0�/-199 I - 1 ADDRESS? 890 RUCH LAN& SOU7NOLD N ��?o SURVEY OF PROPERTY r',opY9*q. AT ARSHAMOMOOOUE ys• •� TOWN OF SOUTHOLD C` F �,�� SUFFOLK COUNTY, N.Y. 1000-52-02-31 SCALE 1'--20' Qr OCTO$ER 6, 2009 MAY 5, 2014(LER77RC47I0N ADDED) �P � a DECEMBER 29, 2022(SURVEY&SEP77C LOC.) MARCH 30, 2023 (LOT COV& &ADD DIMENSIONS) o °jaJ JULY 06 2023(CONTOURS; WE7LAND FLAGS) j e. 4b LOT COVERAGE j41 ,gh J CALCOLATIONS p� tq i HOWr=10613 SO Fr _W O�� � A _4 DECK 1-91.6 SOFT DECK 2=IIRI SO FT ,\G DECK 3 s 727 SO FT DECK 4=622 sn Fr Ta DECKS TOTAL=J4&6 SO FT -17 TOTAL HOWE&DEfXS-1409 SO FT �i„ t+ 70TAL lW1RDA0LE I.iNO=7354 SO FTV' �`rh• �r7' ;a �L"r {7- (LANDWARD 1'n 1'DAL TtANDS eouNDARY) LOT COVFRAOE 1= 9X .OI L z 10 KEYKELL \\ R n A =STAKE \ \ .O� 2\ Certified To B = TEST HOLE \ Donald J Schneider v PIPE 2 n�y� Pomela E Schneider �at�i�rL i °�r,� ■ =MONUMENT c� s�,�.' 45 �F\\ S v WILAND FLAG -HYDRANT �p `3 Wal weUDn&bwndary, as dellneated by En-Consultants,May 9,1023 '� J G LIG NO. 051132-0 S"ARONS AND COMTOUR L/N£S `ri �- -�,r>N.Y.S. LIC. NO. 4961 ARE REFERENCED 70 NA VD '46 DATUM •�>t �ppC�w� ANY ALM?ARCN OR-AD0710M TO THIS SURVEY IS A VIOLATION (631) 765-5020 FAX(631) 765-1797 /i EA-7,987 SO. FT. '�Qr_ -k gxt�r 4S PW s£CRro 7209-SUBDI OONATT�2 ALL CM77RCARDNs pecvnicsurvey®optimum.net �0 , n,C �!a HEA£CN ARE VALID FOL4 WS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 LJ1rG SAID MAp OR CV ES ECAR 7H£IMPRESSED SEAL OF THE SURVET'OR 123A TRAVELER STREET xHOs£MG MnW APPEARS ND?EON. SOU7NOLD, N.Y. 11971 09-199 r CERTIFIED T0:DONALD J.SCHNEIDER SURVEY OF PAMELA E. SCHNEIDER DESCRIBED PROPERTY JOB NO. 2025-108 'rc 0 EIV y SITUA TE A T MAP NO. �E`1W. FILED: � ARSHAMOMAQUE REVISIONS: TOWN OF SOUTHOLD ADD DRYWEL� SUFFOLK COUNTY, NEW YORK S.C.T.M. DIST. 1000 SEC. 52 BLK. 2 LOT 31 C G� c O� 10 5 0 10 20 30 40 50 60 70 80 90 z o tt? ' t% p�NQ SCALE. 1:=20' DATE:MAY21, 2025 ry JEF HADERER L.S. LOT AREA: 7,987 SQ.FT. =0.183 ACRE(TO TIE LINE) LICENSE NO. 050538 UPLAND AREA:7,354 SQ.FT. CURRENT ZONING:R-40 h ALLOWABLE LOT COVERAGE.20%= 1,471 SQ.FT. LOT COVERAGE: 1,471 SQ.FT. =20% TWIN FORKS LAND SUR VEYING SUCCESSOR 7O HANDS ONSURVEYING,MAR77ND.HAND L.S. 188 W.MONTA UK HIGHWAY, UNIT E3 HAMPTON BAYS,NEW YORK 11946 (i)631-369-8312-(F)631-369-8313 email.-twinforkslandsurvey@yahoo.com COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. SANITARY TRIANGULATION DIMENSIONS OWTS(INLET) OWTS OUTLE LP CORNER A 28'* 22.5'* 16' CORNER B 20' 15'* � 14' 920, I NOTE. 0 THE LOCATION OF CESSPOOLS, WELLS AND OTHER 40 UNDERGROUND INSTALLATIONS, IF ANYARE SHOWN IN ACCORDANCE WITH SOURCES BELIEVED TO BE ACCURATE. y'Qp ' HOWEVER, THIS OFFICE DOES NOT ASSUME RESPONSIBLITY FOR THEIR ACCURACY *OWTS COVER'S AS LOCATED BY TWIN FORKS LAND SURVEYING `SS e ,916 po ��, /•/ A sT° FQC�0, qO��I s O cO2° JI o e s DL-OO OPogs ��� G ry'1 ��j�` �Qs \ vy OG• 'Gol/ \\ / (' [ 0 e \o tK /5, ry% e yl°`' s AFC''o O9l `%% °"o ) V c�c to2 ��°%`` / 0Ep, . °'fib � y` EASEMEUAES RE fl FACE ` RDED O UNRECIORDEDARENOTGUARANTEED %� UMESSPIIRSIGLLYEVIDENiAT THE 'QL \` TIMEOFSET(OR TNEOFFFRO.VT ESTRUCTURESOWN O n �\ ,\ PRDPRTYlIHESMEFORASPECIFCTHE ', V`°�S� AFEENNOTI�DEDTOGODE OHE O V •Y %. ERECTwREAS.A°�c Nano�77 is AREAS AOOITION ONSTR LOnON AND ANY OTHER CONSTRUCTION. UNAUTH R12ED O ERATIONORADLY7ION�O TOTHIS SURVEYIS A VIOIATIONOF ■ SECTION ISOiOFTH OFTHENEW YORKSTATE �< EDLCAPONIAW. G CORESOFMSSURVEYNAPNOFMNG ME SURVEYORStNKEDSEAL ORsi Emsoss TO BEAVAUDTIRECOPY. CERnRCA77ONSINOICATEDHERON SHALL RUN ONLYTOTHE PERSONS)SEHALF TO THE SURVEY rREPARED OWANND OHMS BEHALF TO THE MECLENOfNO INSTIT GONLISTEDHEREON.AND D To 7NEOSSION ESON fTHEL HEREON,ANO TO THE ASSIGNEES OF THE LEND'NO INSTI- TUTION.CERTIFICATIONS ANENOT TRANSFERABLE rOAOOfPONALlNSDrUnONSORSUwEQUENr OWNERSNER& CERTIFIED T0:DONALD J.SCHNEIDER SURVEY OF PAMELA E.SCHNEIDER DESCRIBED PROPERTY JOB NO..2025-108 ® �.��OF Nfw),o SITUA TE A T FILED: � ��.� "'• "qo ��. ARSHAMOMAQUE REVISIONS.- w (� * * TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK z S.C.T.M.DIST 1000 SEC.52 BLK.2 LOT 31 o `�° o 050538 �O 10 5 0 10 20 30 40 50 60 70 80 90 o LAND S SCALE.1:=20' DATE:MAY21,2025 N L.S. LOT AREA:7,987 SQ.FT.=a 183 ACRE(TO TIE LINE) .�,• LICENSE NO.050538 UPLAND AREA:7,354 SO.FT. CURRENT ZONING:R-40 ALLOWABLE LOT COVERAGE.-20%=1,471 SQ.FT. LOT COVERAGE:1,471 SQ.FT.=20% DIGITAL RELEASE TWINFORKS LAND SURVEYING SUFFOLK COUNTY DEPARTMENT OF (HEALTH SERVICES SUMUSORTOHANDSONSURVEHNG,MARTIND.HANOLS. APRr f)l�AL �� CONSTRUCTED WORKS FAR 188W.MONTAUKHIGHWAY, UMTE3 ASI��LE FAMILY RESIDENCEHAMPTONBAYS,NEW YORK 11946 (V)631-369-8312-(F)631369-8313 email.•twinforkslandsurvey@yahoo.com 6/l/M5 R-24-0151 �aYe_�___r...._—__._m._ H.S. Ref r�9c�._�__�__.� ._ _ COPIES OFTW SURVEYMAP,ERHER PAPER OR ELECTRONIC,NOT BEARING THELAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOTBE The sewage disposal and water supply facilities at this location have been NS/DEREDTOBEAVAUDCOPYAND SHALL ROTHE USED FOR ANYPURPOSE inspected and/or certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. SANITARY TRIANGULA7I0ND/M0WQt OWTS INL WTS OUTL LP l.•',�THAN PAI l?E., CHIEF CORNERA 28" 22.5" 6' Oftios astewa ter Management CORNER B 20' 15" 4' 1 NOTE. O�L > THE LOCATION OF CESSPOOLS, WELLS AND OTHER O,pT UNDERGROUND INSTALLATIONS,►FANYARE SHOWN IN ACCORDANCE WITH SOURCES BELIEVED TO BE ACCURATE. y'�O HOWEVER, THIS OFFICE DOES NOT ASSUME RESPONSIBLITY FOR THEIR ACCURACY �F OWTS COVER'S AS LOCATED BY TWIN FORKS LAND SURVEYING 9' s �C� � aI 6 SO, 06 'O� O ly � O s , 91+ •' 66 49 lot Q � / � per• / s4 � \ 0 / o 1ox6m, � FASEMW 8� rGiFOy j �r 9 9t1, tip, srtuc+casAMMWa+ � Da .vO_. , uraoommArErnrawawrrm ��� � ` ;A� �Ll ,\ Vl�Fl1Y9GLLYkYOVTATTIE w � TIE�T Ol6�gY�OCIM do. ��q •s ,O r' maenr wru ron� VO Q ` �0brb, TOWWVW 2 UVZIN o AL sr MOR O 707MO OM AIA1l10MO�lADORG9 roTevsu+v�roArounovoc �mvnwaFncmsroi+csare muunpvwr. G 00RW0FAM3lFPI"Wx0TfiMW rALSkftLAWffiCaVSMFW TDWAVC0nNWD MVjCA1. C611WOTMMW AIWlA3UM9NLLL �AamA� e�awAro nMis�Y T111BCdOAM;OOr�nu AOEVCrArm LOOM TO=20 aRW mio roAmrnaxAr.A9RM MORsum oxToa POSPISIL & BROWN ARCHITECTS, P.C. 141 HAMPTON ROAD SOUTHAMPTON, N.Y. 11968 TELEPHONE: 631-283-3465 FAX: 631-283-3593 June 3,2025 Mr.Michael Verity,Chief Building Inspector Southold Building Department Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 RE. 890 Ruch Lane Southold,NY Permit#60968 Dear Mr.Verity, I am writing to confirm 1 authorized a change from a poured concrete foundation to a block foundation for the above reference project.Given the location of the project,it was apparent the logistics of having a large concrete truck navigate the narrow lane posed to be difficult. The fact that the street is also a dead end would have also created an inconvenient for the neighboring homeowners while the work was being done. It is for these reasons we opted to build the foundation with concrete block. The attached photos show the block has rebar and is filled solid. Should you have any questions,please don't hesitate to call. 7V ruly yours, l amela H. Pospi 11, President PHP/ag E C E � V E J U N 1 2 2025 FOUNDATION PLAN LEGEND POSPISIL&BROWN .meting Co atrucaon To Ft—o. ARCHITECTS,P.C. }.,.....,,,, C.,.tng C-bt—ton To Be Rem°ved Poured Concrete Foundaten Wall 5tene/Bnck Veneer xv�w.pospis86rown.com O.M.U.Block Wall .1 Hampton Road T:631183.3 SomMmpton,NY.11968 F:6311833593393 -- Poured Concrete rooting [Fjsteel Column � 011 'Hood Column Pramxm^. 0 Foot Prom Above Schneider Residence L� 01—t n of Praming Above B.O.F. Bottom of Footing 890 Ruch Lane T.O.L. Top of lode= Southold,New York T.O.5. Top of 51ab T.O.W. Top of Wall Cq. E.J.t P.V. Field Vent' O.C. On cod— T.D.D. To Be Determined U.O.N. VMoae Other—Noted A.F.P. Above F—hed Flow Framing Note.: I.)Promde.ohd blaekng belay all frame wall., 22 All dime s-o,are from framing unleae otherwme noted. 9J Uee(3)2x5 bwdua For mndave and doors.1... ethervn.e noted. 4.)W:de RoNe beam.with offeat point loado from above to raceme web obff—ra belay off..t point I.J.typ, r—bng Fwndaaon to Remain — _..•_ — — �(—Cdge of-otng entry II otcrop above,to remain edge of e. Wq —�deck W remain edge oP exmang outdoor ahav=n to remain A55UMED EXIST, CRAWL5PACE EX15TING C RAWL I.__—I— SPACE I � I g J p5 rebar dowel. 3 to be dolled A ercoy ' Renmon p 1 I I.13.24 t iota ezietmg : I❑ ASSUMED EX15T, foundaton wa0 poor Farina set 7.17.24 CRAWL SPACE to forming new wall 12"o.c.verpcally,typ. w< rxele oxavaxoa axo aPEanunox!axe*ta:rnorem ca 3 roar—TM E0rTQ orara.ax.eraroxuse aaecxtwTn xaaPEarro rove vxorcr.rnerus raatro aE 6 useo nrrnewmen.00xmacToa,wo.ca+rlueroa!°a Gaa..to,—� I PMAEflaONOrxERPxORCT9OW Fega00eFNlTOTN:! EXISTING Try of ShbP I T.O.W.=-0'-10}3 Pflo ec o^owE mescoPeoP rnewoo.Po.P:an. I I UNFINISPIED q� aflowx aartEora.re.a wx ee oEeaoo nENu Noao Cdge of ea.tn •5,2j"t(� (to aU wdh ext.an axo raruxutcoumox:aw.adruroannoatNEx raced deck I. wv—.t. pEscxvea aaxrawaconroxrorxe carxwonm rrre BASEMENT Ea:oxenearsvooeaaiac°nea<:N.:xcwoNo,v.t aeon )� TecnNucmuvaxao sae PaoPaieraav urorsmN=tee abwc,toe._ f - T.O.F.-+•S'-6"t "vow e'ob,�mwn�°vn�iiflour°xneinexLLaimonvncP IXI5TING �P PaavuaaeawmaaoaTeara.P.a CRAWL I e,ra oprning in 5 (to abgn with I SPACE .t.g wail to O � � eoPrmanrara,au wa.anesemEa. I pm de aceeaa a I NEW CRAWL SPACE vanblaton to new 4'N.ck poured connote.lab Sr6nE.°RCti t crawl apace _^— I I over 2'ngid—law over G W' pr.MEs e j I 5'•10' g, mA,polyaUryAene maiature Q H p barn.,over 6"gavel on well � o _ I c.mpact<d cub-grade. a , I � � _—__- _...I :Ald• 018{05 C f� L_— —— � ♦4tf OF NfN�O 05 robe,dmvela to be drilled b El f� I IV•• ILp'�= 1�r1 JfJ Nwee trap .pay xt into exiaang Poundaaon oT.,,o wall pmr to forming nev.•wan 12' FOUNDATION PLAN 1 2 5'.long,seal deck 1 Cnahng Povnd—W Remain � propo d addt— 6'x J U� 2025 'Y o,...re w.rau Building Deg)armel;t &;OUNDATIO�NFIAN Town of S^Li$'rnt _IL 1 TopdNewPodgc@Addlhon POSPISEL&BROWN I II I I I J kt ARCHITECTS,P.C. Cnc beyond,ref.roo4 plan 1 )bS k'LVL RMge l LL I JJ-- I I JJ 5hadcd area r ex epnte muetmg root ra remain. . .to venfy wndlGon T,nht.,oa Ihrow coro .s--. -.c-•-r--a-•-a-- , New'GA1"oaphait roof(PNvter Gray) d P W a 001� 141 Hampton Road is 631.283 3465 ` lee t waW r ehlaW on all eaves(.in 24'from inside Sou(hampron,NY.11968 F:631-183,3593 \� : edge d artenor wall)8 wNeyo 1 min think Tfydre-F hw>eArap by B-10-In Obdyke,or approved egwl COX pi,w—d eheothmg moth l"no neulatwn, Rga�x.aa min.6.9;K.W<,mmlhr to 21p 5yotem'or approved equal \ \� \\\` \ 2N3 roof raftare,W doxd cell apnyfoam meulab.n(min,K-a� Schneider Residence 890 Ruch Lane Copper Wnhmg @ dnp edge Southold,New York .. _.� Top d Wall Plate @ Addition EL.+7'-7g'+(41n w/!Hating) \\ 1 �E—IA'Aek'bxu boord v(1l'�J1 i ............... ....... 2A AxeK sub hecla 2x9 oedmgjorob @ Wood crown,ptd.Pr.hko be t f\\\1 'le eoffltt I\\y xiccted by awnar I For header mxe,rderen.a>tnid a(dravnngn '1\ ' ;a 'Mndaw Heod He.ht ;k"\\� EL+6'-5't(Nlgn w/Evating) .\\ New clad erterlor th<nnal pant vnndov \\A doore by M—n W.26 U We min. j\ j\ Shaded area repanenW eAl>tmg framing }• \l tC remain,G.C.to vanfy condition \� \��l N.1ei-m el ty—ehlptep aiding,typ.(color to be heebock(unsex othercnx noted), determined Ly.vmer) i\�\\I - reference mtenor elNaoon oheeb^-^—^� t\\I I min thick T1ydro ou Gap'hxwrap by J.wood 1—board,ptd, Ben)amin Obdyka,or approved equal Fmmh floonng,eee floor plane }^Co%plywood eheathmg with I"reed mxlntion, ,'���� and mten.r elNaGonn mmllar to Zip Syntem'or approved equal `I ?"V\ plywood xub-Acer,q.d and screwed ® ,�„2a6 wall etude 16"o.c.vnth 3 !Q-2 U Wtt mnutahon,lyp. \ t 24 Floor Jonb to be ravnmp f to<xl>0.- Reference 9•dngn tar dlrcctiox ( Mumpna trapping;Refer to>heetA-0.I 1:\ Medmm dens loxd cell'maulaGon R30 batt insulation tY c NEW BATH thin Hoer as .!yp U at penmcter,3'min,.tW. Top d Eximt Rmobed Floor I2)2.4vrd Om tad treated sill plate vSmll Beath and Copookrj termite shield (n>W led Copper Hide up)-typ.,month'x I6'hooked anchor bolt w,th washer at top Q 32"o c.,12°from crne o ere and p Lyp emng>- . .Aa>� „\,• .._.. .. Top d Foured Conn Wall Benson al I I-13-2F -O-IdE"t Wlgn w!Fa,>Gng) I I � Permd get 7.17.24 I`:�:\\\\\�'•t i�NEEE IXUWXpa AA9a44C1FIGTNINEAR9 MO RRCPERKOP I�\\\\\\� .I I, apsg96a 0.aPM,AgG9arEaie.RC ANpAR9LW V8E Approz,flmehnd grade EErwrxnEsaearoTxla aaolecr.rNer,we Nbi root I;\.\'I -- it useoarTNEovmEa<ox*weiw.auamNrn.araaemt II °vRaeerpa— i paetinaRanpR°watirosvpsieTimis __ " 2•M5 re-bar conanuoua,3°kom top and bottom eRNmAnaoTECTa ae.axALLaeoeexeoTNEA;nnoae AAD RETNNALL rgM4aNUW,9TAM<P1'ANaaTMEA REti0NiV PoGMe.INAepiNHTEMS, YalGMAL4 Wiatahvy Cwt>pr—i Wq.lr oohng(by aEbI.NGN.wNANpaEetlU9E➢NEREw,m0.eamaALL I�,,\� \•y — I I Watehdog'or approved equaq on eztenor tax TECNh1CAEOMWnq,9,MERPaafiETARY ANDGNNar 9E doll foundation wailo-typ. 'w�vp�leeoR�ix P�,wrTEwipart�amtnEnLLwi�No�aaniloN or j� \�\� -- I� rosmsluERo,+xaARCNnccm.va Coner<te block fdled eohd 1\\'�:.\�..\�..\l _ COPrRIOMaata AltmGMa REEEKVEa. 5v4e0 area rapexnb mntinq conu'ate pEv Aq wail W remain,G.C,to vcnfy coedit— stE �UCME9n CJ � WJ Op #4 dowels IDS\�`I IL. Poured con.rete Blab 2.5'blueboard rigid meulabon(R•12 min) d}q d bottom if OF NE'H top an ���'''qqq 2 'I��\��\•'i CRAWL 5FACE G - 2 4I 1 2" II one Slab �a�r 0 d-{ edAC o (Lgnw/Eatng) TYPICAL L WALL5ECTION\ \\ \` \\ I '' 9• I .._.._..—_�1 Top dPwred Con.,po�- ✓Fe tmg) N4 Bent-Que key3ant r 2025 AV 2 P g (4 Continuous wrcd one,loath 1X70 ) oµ,reaas. 94 re-bar honz.@ -- -- ' \ TYPICAL WALL SECTION 31Eea re-bar—t-aum 3"from 1,t and y , Suiidin ®epar$me I > � 4 T nt 5cale: Ie= r-7 OWpp Sou$hOld s Generates! by REScheck-Web Software C�A( Compliance Certificate Project Schneider Ruch Lane Energy Code: 2020 NYStretch - 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 890 Ruch Lane Pamela Schneider Pamela Pospisil Southold, NY 11971 Pospisll &Brown Architects, P.C. 141 Hampton Road Southampton, NY 11968 631-283-3465 sarah@pospisilbrown.com e • e UA trade-off Compliance: 0.0%Better Than Code Maximum UA: 22 Your UA: 22 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Prop. Req. a e e e e Perimeter Ceiling: Cathedral Ceiling 176 42.0 6.6 0.021 0,026 4 5 Wall: Wood Frame, 16"o.c. 153 21.0 6.6 0.040 0.045 6 6 Window:Vinyl Frame 5 0,280 0.270 1 1 SHGC: 0,27 Window 1:Vinyl Frame 10 0.280 0.270 3 3 SHGC: 0.27 Floor:All-Wood jolstfTruss 80 30.0 010 0.033 0,033 3 3 Basement Wall: Solid Concrete or Masonry Wall height: 5.0' 83 0.0 12.0 0.056 0.050 5 4 Depth below grade: 5.0' Insulation depth: 5.0' Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch -2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2020 NYStretch - 2018 IECC Requirements: 89.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception Is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field•Verified # Pre-Inspection/PiamReview: Complies? Comments/Assumptions. & Re .ID Value Value 103.11 Construction drawings and !! ;[]Complies ;Requirement will be met. 103.2 documentation demonstrate f {[]Does Not [PR111 energy code compliance for the ! building envelope.Thermal i ;[]Not Observable ![]Not Applicable envelope represented on construction documents. ; 103.1, Construction drawings and []Complies ;Requirement will be met. 103.2, (documentation demonstrate i j[]Does Not 403.7 energy code compliance for (PR311 lighting and mechanical systems. { ;[]Not Observable J Systems serving multiple 'E]Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. f 302.1, !Heating and cooling equipment is I Heating: Heating: ;[]Complies ;Requirement will be met. 403.7 I sized per ACCA Manual S based Btu/hr Btu/hr ![]Does Not [PR212 on loads calculated per ACCA Cooling: Cooling: ,[]Not Observable i Manual J or other methods Btu/hr Btu/hr 1pNot Applicable +approved by the code official. ! pp Additional Comments/Assumptions: 1 I High impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tler 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 3 of10 Section Plans Verifietl Field Verified # :Foundation Inspection: Complies? Comments/Assumptions & Re .ID Value Value 402.1.1 Conditioned basement wall R- R- ;E]Complies ;See the Envelope Assemblies [F04)1 insulation R-value.Where interior R_ ; R_ ;ODoes Not ;table for values. co� insulation is used, verification ; ;pNot Observable may need to occur during Insulation Inspection, Not I ;[]Not Applicable ,required in warm-humid locations! In Climate Zone 3. 6 I ! I 303.2 Conditioned basement wall '"'ElComplies ;Requirement will be met. [F0511 Insulation Installed per + IC]Does Not manufacturer's instructions. pNot Observable 1,CINot Applicable 11 402.2.9 Conditioned basement wall ft ft ;OComplies ;See the Envelope Assemblies [F0611 !insulation depth of burial or i Does Not Itable for values. idistance from top of wall. ! ;rlNot Observable ! :[]Not Applicable 303.2.1 JA protective covering is Installed OComplies ;Requirement will be met. [FO11]2 to protect exposed exterior UDoes Not j „ insulation and extends a ;pNot Observable minimum of 6 in, below grade. { ( 1ONot Applicable ; 403,9 ;Snow-and ice-melting system ; llComplies I Requirement will be met. [FO1212 ;controls Installed. (Does Not :J IDNot Observable ! ;[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13'1 Low Impact(Tier 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 4 of10 Section _ Plans Veriffled `Field�Verifled ' #.,. Framing. Rough In Inspection Gomplles� `Comments/Assumptions,' &'Re Value:; Value 402.1.1, Glazing U-factor(area-weighted U- U. ;❑Complies ;See the Envelope Assemblies 402.3.1, I average), j❑Does Not table for values. 402,3,3, ;❑Not Observable 402.5 ; I❑Not Applicable [FR2]1 1 i I I r fi I 1 w'M7> I I I 1 I I 1 1 303.1.3 1 U-factors of fenestration products ;(]Complies Requirement will be met, [FR4]1 are determined in accordance []Does Not with the NFRC test procedure or (taken from the default table. f []Not Observable s❑Not Applicable ; 402.4.1.1 Air barrier and thermal barrier E ❑Complies ,Requirement will be met. [FR23]1 installed per manufacturer's 113Does Not (instructions,An approved third- !party will Inspect all components _ ,_1❑Not Observable and verify compliance.See ❑Not Applicable section details and guidance from Table R402.4.1.1. �' 3 402.4.3 ;Fenestration that is not site built j❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ;❑Does Not r 1AAMA/WDMA/CSA 101/1,5,2/A440 !� ONot Observable Ior has Infiltration rates per NFRC z 400 that do not exceed code I ❑Not Applicable limits. ; 402:4.5 `IC-rated recessed lighting fixtures;flxtures;w `❑Complies ,Requirement will be met. [FR16]2 ,sealed at housing/interior finish i ?❑Does Not and labeled to indicate 152.0 cfm tlNot Observable leakage at 75 Pa. ,� i } Not Applicable ; 403.3.1 Supply and return ducts in attics �r., . ❑Complies [FR12]1 i insulated >= R-8 where duct is ❑Does Not >= 3 Inches In diameter and >= i R-6 where< 3 inches.Supply and „'❑Not Apseaable I return ducts in other portions of i pp ble ; the building insulated >= R-6 for ; diameter>= 3 inches and R-4,2 ! �3 jfor< 3 Inches in diameter. I `. 403.3.2 Ducts, air handlers and filter f ❑Complies [FR13] 'boxes are sealed with + ,❑Does Not joints/seams compliant with :;[]Not Observable International Mechanical Code or I , International Residential Code,as x ;❑Not Applicable l applicable. !„ 4033 Duct system in new buildings and( ❑Complies ;Requirement will be met. [FI32]1 ladditlons are located in a []Does Not conditioned space in accordance + with Sections R403,3.7 (1-2). E❑Not Observable I I ❑Not Applicable ; 403.3.8 Ducts are sized in accordance (❑Complies ;Requirement will be met. [FI33]1 with ACCA Manual D and sections i ❑Does Not I R403,7-8. +:) UNot Observable '101\lot Applicable 403.3.5 Building cavities are not used as iOComplies ;Requirement will be met. [FR15]3 1ducts or plenums. i ❑Does Not t;❑Not Observable ]ONot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 5 of10 Sections '` plans VerifiieelField Verified; Framing'/Rough In Inspection - Cornplies� Comments%Assumption`s,: &:Re J6. �Ualue Value 403,3J !!`Ducts declared to be within the QComplies ;Requirement will be met, (FR28'P f conditioned space are either 1) ;QDoes Not completely within the continuous QNot Observable air barrier and within the building jthermal envelope, 2) buried 3QNot Applicable {within ceiling insulation in accordance with Section ; R403.3.6 and the air handler Is "j located completely within the continuous air barrier and within the building thermal envelope r. i and the duct leakage is<= 1.5 I, cfm/100 square feet of I 4 Iconditioned floor area served by )the duct system, or 3)the ceiling i . I insulation R-value installed ; I against and above the insulated z S duct>=to the proposed ceiling ; Insulation R-value, less the R f value of the Insulation on the 403.4 HVAC piping conveying fluids R- R- ,OComplies ;Requirement will be met. [FR17)? , above 105 QF or chilled fluids ;QDoes Not • below 55 QF are insulated to aR- ; ;pNot Observable E ;QNot Applicable 403.4.1 Protection of insulation on HVAC i ,QCompiles ;Requirement will be met, [FR24]1 piping. {QDoes Not ; Not Observable ?QNot Applicable 403.5.3 )'Hot water pipes are insulated to R- R- ;QComplies ;Requirement will be met. [FR18)2 I zR-3, ;QDoes Not ;QNot Observable I QNot Applicable 403.5 `4 Energy conservation measures R- R- ;QComplies i [FR2012 !for SWH systems follow F r ;QDoes Not guidelines In section R403.5.1-5. ; ; ]Not Observable ;QNot Applicable 403.6 Automatic or gravity dampers are QComplies ;Requirement will be met. [FR19)2 installed on all outdoor air iQDoeS Not intakes and exhausts, i UNot Observable "UNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 6 of10 Section _ Plans Verified _ FWd.Verified it Insulation Inspection Complies? Comments/Assumptions & Re .ID Value Value 303.1 All installed insulation is labeled f '❑Complies ;Requirement will be met. [IN13]2 i or the installed R-values i []Does Not j provided. ;[]Not Observable ❑Not Applicable 402.1.1, Floor Insulation R-value. R. R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;[] Wood ;❑ Wood j❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;[]Not Observable ❑Not Applicable 303.2, 1 Floor insulation installed per 1EIComplies ;Requirement will be met. 402.2.8 I manufacturer's instructions and {` r ❑Does Not [IN2]1 In substantial contact with the underside of the subfloor,or floor ;❑Not Observable ; framing cavity insulation is in []Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the ii stop of all perimeter floor framing members. 402,1.1, Wall Insulation R-value. If this 1s a; R- R- i❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ,wall insulation on the wall [] Mass ❑ Mass :pNot Observable [IN3]1 I exterior,the exterior Insulation ; ; 0 requirement applies(FRIG), ❑ Steel ❑ Steel !❑Not Applicable I , , 303.2 Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions- 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 7 of10 Veri Se on Final Inspection Provisions' Fla Vaiue,fied FIeIV Defied Compliesp n Comments/Assam tions• &Re .ID 402,1.1, f Ceiling insulation R-value. R. , R- ,❑Complies ;See the envelope Assemblies 402.2,1, ;❑ Wood ;❑ Wood ;❑Does Not 1 table for values, 402.2.2, [] Steel I Steel ;[INot Observable402.2.E ` [Fill' ( I ❑Not Applicable o 303.1.1.1,;Ceiling insulation installed per IOComplies ;Requirement will be met. 303.2 I manufacturer's instructions. I ❑Does Not [FI211 I Blown insulation marked every 1300 ftz, !' ONot Observable 1 i ❑Not Applicable 402.2.3 Vented attics with air permeable ! ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that ( ;[]Not Observable jextends over insulation. i ;❑Not Applicable 402.2.4 'Attic access hatch and door R- R. ;❑Complies ,Requirement will be met. (FI312 I insulation zR-value of the I I ;❑Does Not adjacent assembly. I ;❑Not Observable I❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ! ACH 50 = ACH 50 = ,❑Complies !Requirement will be met. [FI1711 I ach in Climate Zones 1-2, and I I I❑Does Not <=3 ach In Climate Zones 3-8. [)Not Observable { E❑Not Applicable I 403.3.3 I Ducts are pressure tested to cfm/100 , cfm/100 ;❑Complies :Requirement will be met. (FI2711 Idetermine air leakage with I ft2 I ft2 PDoes Not ;either: Rough-in test:Total i ;leakage measured with a I f❑Not Observable pressure differential of 0.1 inch I I I❑Not Applicable I Iw.g,across the system including Ithe manufacturer's air handler enclosure if installed at time of 1 l I Etest. Postconstruction test:Total leakage measured with a ; 1 pressure differential of 0.1 Inchw.g. across the entire system I Including the manufacturer's air handler enclosure. s 403.3.4 Duct tightness test result of<=4 ; cfm/100 r cfm/100 ,❑Complies I Requirement will be met. [FI411 cfm/100 ft2 across the system or I ft2 I ft2 . ;❑Does Not <=3 cfm/100 ft2 without air I❑Not Observable handler @ 25 Pa. For rough-in ; tests,verification may need to I I I❑Not Applicable 1 occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies ;Requirement will be met. [FI2411 I by manufacturer at<=2%of ❑Does Not !design air flow. 1 ;❑Not Observable ji '❑Not Applicable 40311.1 Programmable thermostats I . i❑Complies ;Requirement will be met. [FI9]2 Installed for control of primary {❑Does Not j heating and cooling systems and Initially set by manufacturer to i❑Not Observable 'code specifications. �❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ,Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ! 1 {❑Not Observable ❑Not Applicable 403.5.1 ;Circulating service hot water ;❑Complies ,Requirement will be met. [FI1112 systems have automatic or 1 1` ❑Does Not .accessible manual controls. ;[]Not Observable J 3❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 8 of10 P ' . Section Plans Verified . Field Verified# Final spection Provisions Value Value s.Com lie Comments/Assumptions & Re .ID , 403.6 ❑1 !All mechanical ventilation system; ' Complies ;Requirement will be met, (F1251' 'fans not part of tested and listed t, i❑Does Not ?HVAC equipment meet efficacy ?❑Not Observable and air flow limits per Table -. 11403.6.1. i❑Not Applicable 403,2 j Hot water boilers supplying heat { ❑Complies 1 Requirement will be met, [FI26]2 through one-or two-pipe heating ;❑Does Not ,s stems have outdoor setback control to lower boiler water j ;❑Not Observable 1 i temperature based on outdoor ;❑Not Applicable i temperature, 1 403.5.1.1 Heated water circulation systems i- ;❑Complies Requirement will be met. [F128]2 i have a circulation pump.The i ❑Does Not ' 1yystem return pipe is a dedicated return pipe or a cold water supply;' }[]Not Observable pipe. Gravity and thermos- i ❑Nat Applicable 1 !syphon circulation systems are not present.Controls for 1 circulating hot water system f pumps start the pump with signal Ifor hot water demand within the k a l occupancy.Controls i automatically turn off the pump ;when water is in circulation loop is at set-point temperature and no demand for hot water exists, ; 408,5.1.2 Electric heat trace systems i— ;❑Complies !Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL 1 ❑Does Not 515.Controls automatically adjust the energy Input to the f i❑Not Observable 1 heat tracing to maintain the ;[]Not Applicable i desired water temperature in the r piping, ; 403.5.2. i Demand recirculation water ' ❑Complies ;Requirement will be met, [F130]2 systems have controls that ❑Does Not j manage operation of the pump ?❑Not Observable land limit the temperature of the water entering the cold water ;[]Not Applicable ; 3 , piping to <= 1049F, ;. 403,5.4 Drain water heat recovery units ? ❑Complies ;Requirement will be met, [F13112 have>= 40 percent efficiency if ( '[]Does Not installed for equal flow or>=52 percent efficiency if installed for a❑Not Observable 1 I unequal flow.Vertical drain water ❑Not Applicable ; f heat recovery units comply with ICSA 855,2 and tested and ; 1 labeled in accordance with CSA } 1 a 855.1. Potable water-side pressure loss of drain water heat y I recovery units are < 3 psi for individual units connected to one lor two showers. Potable water- side pressure loss of drain water ` 1 heat recovery units are< 2 psi for individual units connected to 1 I three or more showers, l 1 404.1 j 90%or more of permanent ❑Complies ;Requirement will be met. [FI6]1 fixtures have lamps with an ❑Does Not ,efficacy>=65 1umans/watt or 1 have a total luminaire efficacy 1 ?❑Not Observable 1 >=45 lumens/watt. ;[:]Not Applicable11 ; 404.2 !Detached one and two-family ; ❑Complies [F135]1 Idwellings and townhouses where ; ❑Does Not 1 'the conditioned space Is> 1,400 i 1 sf comply with the requirements 1❑Not Observable of Appendix RA, ;❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final inspection Provisions Value Value Compiles?' Comments/Assumptions & Re .ID 404.3 One or two-family dwellings and ❑Complies (F136]1 townhouses with parking area i❑Does Not 1provided on the building site shall ° ;❑Not Observable have a 208/240V 40-amp outlet ; ❑Not Applicable for each dwelling unit or panel PP icable capacity and conduit for the future installation of such an outlet.See section details. i s 404.1.1 (Fuel gas lighting systems have ❑Complies ;Requirement will be met. [FI23]3 no continuous pilot light. ;❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ;❑Complies ;Requirement will be met. [F17]? 1 UDoes Not •^ ,❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. (F118] mechanical and water heating ❑Does Not 3 t systems have been provided. ; I ,❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) J 3 1 Low Impact(Tier 3) Project Title: Schneider Ruch Lane Report date: 05/08/24 Data filename: Page 10 of10 2020 NYStretch - 201 8 I ECC Energy Efficiency Certificate Insulation, Rating RValbe Above-Grade Wall 27.60 Below-Grade Wall 12.00 Floor 30.00 Ceiling / Roof 48.60 Ductwork (unconditioned spaces): i • . Window 0.28 0.27 Door Cooling.Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments UPLIFT CONNI.CTIONS(If APPLICABLE) HOLD DOWN CONNECTIONS OFAPPLICABLE) DETAIL AT DECK(IF API'MCABLE) RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND(ASD) BwsW smaoTE RMTER owxfmM (POUNDS PER CONNECTION) sauna sTRoxa,E RNTEacaxxE snwsGx xaDmeH MIN DISTANCE POSPISIL&BRO YY 1V R&WWtEM,R802110(1MLRC 201E PoDOE t2' leD« xwda0s2s _I«coMaAN MIN.DI STA FROMTABLEA DO NOT CUT HOLES FROM TABLES tY'HOlE Al4v BE CUT EXPOSURE8 tY C�k31}GPt�I, auaears NO FELD CUT LARGER THAN 11rz' NYWHEREINWEBOIIT- • USAa Osap Wnd SPEW V(VB(MPH) nMTfN «snA HOLESIN IN CANTILEVER DE OF AWTCtEDZONE DO NOT CUT DR ARCHITECTS, P.C. RAFTER OR RODFSPAN 120 130 140AFTEn� -tzlttnacea HATCHED ZONES ' TRUSS SPAN Osd) ROOF ARCH ROOF PITCH ROOF PRCH a-..a g. O Q 0 M NOTCH FLANGE EA-1 <5.13 aSYl e512 >512 <5:72 >512 mPo5r 6' X U I%L2 2 01-1, 12 D 85 126 1/7 182 150 INBIUA INeMM 5 ETA- (HOURSETO ALL CIQSELY0R0UPED ROUW HOLES ARE 18 116 100 182 119 209 794 HOURS PERMITTED IF THE C-RWP PERIMETER EFETS WnvW.pospisilbrowrtcom BwsaxaaaN KNOCKOUTS) RE FOR ROLM OR SQUARE HOLES. DO NOT CUR HOLES IN 24 144 130 190 182 255 237 Hou-S2a CANTILEVER REINFORCEMENT 141 Hampton Road T:631.283.3465 Woo. 28 ,51 145 222 203 287 266 TABLE A•END SUPPORT Southamptom NY.11968 F:631.283.3593 32 170 190 246 228 719 295 ¢rM wEenPo sraumuRKwoa rAM caErE FlErt MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF MEARESTEID SUPPORT 36 118 too 248 2Q 319 225 RI AIL cATHEOa DSTAIL aDaaxN wMEcna rTwEEx EInORs JOIST ROUND HDLE SIZE SQUARE OR RECTANGULAR HOLE BITE ACII£NorTOE-E GIF Npi TO SCNE AL DEPTH TJM 7 3' 4' S' 6 7' 8' 11' 13" 7 3' !' S' S 7' 8' 11' 73' u Z21 795 306 281 399 370 aME50x slra 11 Lsu SEINES sCNE xoirow+E APdalSraallE RE4 CSNIB STAIb Lsux ya aTAA rmcx DEa RMuxwusTnxaa 9 360 7'd'Y-0' 3'-0'4'-0'8'-0' 1'-5. 7-F 7'd' S'-0'5-0' 4S 246 321 347 7N M7 114 LRU2a.L5,alb WE 11 6D 1'-0' 1'-0' 1'C 3'-0' S'-0'S'-0' S-0' 1'-0' 7-0' 3'-8'S'U T-0' 7'-0'S'HY Pyw wnw ONOE W.mnl FROWDE X.UnAl6 6CNE Hmi06LNF IoxoEp EwA xN.Lmn°Aa°� wn"1>tlm cowo"xMs w4sos pro E 9coRwuLExanl 14• 560 1'-0' 1'-0' 7'-0'1'-0'7d'3,0-6-0'9 1'-0'1'-0' 1'-0"3'd' RpDn0E0ENRPFIER wOMBE 1r SBO 1'4F ALLOWABLE DEFLECTION F STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED WE LOADS Rdrb Bile R 3011 d8e I.R C 2018 Refer bwble R3015 d 1M I.R C 2018 MM>sor ecaaLrN nlr Schneider Residence sI2E As-o, TABLE IS•IMEIBLEDIATE OR CANTBEVER SUPPORT STRUCTURAL MEMBER ALLOWABLE USE LIVE LOAD DEAD LOAD MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT DEFLECTION A"dtlMd d..p 10 PSF 10PSF wcooPoST JOIST 'p ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Rafter hAHHUBTes pedaNm 3:12xam fidtlnd uBrg U1D Am«WBh abrp 20 PS sFF lop NMARHOOEHON D T7 3' 4'1 5' By,. T 81 n• 13• r r r 5• By,- 7' OW IV 13' 890 Ruch Lane nm EA*dWEPrW s AMW 30 PSF III PSF 4. sY" Southold,New York aria wells era Perdwe HITS) Blois 40 PSF 10 PSF wAOAna WALL oae U,150 WEBB End hart h 200 PSF 10 PSF W00DP0Si 560 'd ,0 •15-0 11'•1 sings Nm home Amehea paNudllg geeerdshUow) U3eO Dane Other Nm d.PN rSaW 40 PSF 10 PSF W ANaaR ROD IA5MA8A 1'MxRa COVER aIU ANDEETw Tma RECTANGULAR HOLES BASEDON MEASUREMENT OF LONGEST 891E C«Hope Mth°enble Bathes 0ndu6n9 gypF bard) I L1211_j MaaWng loom 30 PSF 10 PSF HOES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB LEAVE lAr OF WEB(AANBAUTA)AT TOP AND BOTTOM OF HOLE xanxsz T ITEMYE 1,1M KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 170N-CENTER,THEY DO NOTAFFECTHDLE PLACEMENT. M Deer l6vCNeel mmpMa VM0 40 PSF 10 PSF EwrvWExr,PENaE01ET1T.MUXrNx sa emaxanE TxX TO EDCEacac aMrsox Pas FOR SIMPLE SPAN(6'MINIMUAI),lR3FORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MA%BAUMBI2E ROUND aauW Msf EMri«rdh-wMlaede Bell geslerasnna W7A0 odlaG(AQusenenm prteble ft30f e) 10 PSF !20PSF xumlGxE carol xaowwwoPnax N>t nsREo ADIE MAYBE LOCATED AT 7HE CEN7EROF THE J018T SPAN PROVmEOTHAT N00TF1ERHOLES OCCUR NTHE JDIBT. TEArt xaMsoxGnE(TEN HN sS ' V� DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'SGUIDES FOROTWALOAD FV240 GerepOa 50 PSF pEA pNTeR FRo QEA wTe«E%TEWO OIBNERREE HAxa1 . E.WI.AenE WAM bedewBh AeRde Anahp W77p sarPsa mPaanElTEu mIM VOOELP smaaTE ITEU IasoseaEs CONDITIONS OR HOLE CONFIGURATIONS USE(LEVEL®T,FBFPMp80FTWARE ORCOMACTYWRREVEt REPRESENTATIVE. MOpEL0.R RAfhw MZF udNaelMpavngmwoxyY.erweh LIeoo FROWCE@EA- wOMDEouAMER «TM c--IIIOaexama «TML TYR-Pa+ae -HNAN— ALLOWABLE HOLES-TJI®JOISTS DETNL NaWCME GI OETAA x6.R1}IERUM SCALE'—— SVLE xmroecNE FASTENING SCHEDULE sn"acME xmioscWE rAtE xorrosDNE YNwea EK.M..rw. EaT=sox DTTu Refer brads R502 /of III IRC.201e xuRRIGM 0N0 {ewRa THAEMNEORRo0- nE uc«Lxo xaA xursAxowAsxErta Daw'Ip6wdSlddhlp EMllyd NIXMrd TryedFaMrNn Spednp ell LouSn pEA RAFTER Aa.ew Aa.lw omEROESTILL d AOsi) AND PMALLN.b •2Wt(3EOLE SOEpTH 1.A110V/ED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED(FADERS AND BEAMS ONLY. X DIAMETER OF THE NDTIES axme PSL HOLE ZONE (MMMUAS 2.ROUND HOLES ONLY ROOF FRAMING ASA A. an..e.lwe.e. 3 NONMES INCANTILEVERS. 1 Blo kNg beewen saMnplawanlYabep pleb 3-8dconlmoO be cell I.NO NOT CUT.HEADERS OR SEAMS IN-INHEALANK RIENTATIOH d 5.Co NOT CUT,NOTCH OR DRILL HOLES IN HERDERS EXCEPT AS INpCATEDN 2 Ca3RV JdsW Arlbp plats 3-Sd wAlwon P.Art be.1 An. ILLUARTRATIONNG SAID TABLES. 3 Cdrq JIHEI bt dt.4M b prs"ra�e. nr prllborn 3.15deaonon Ian MA Mrs. s$aP.PasaWelPeK �� °STRUCTURAL ENO INEER BE THESE CONSTRNNTB MUST BE APPROVED BYTHE 4 Coding Iddalbhed o pas"fWW lhBEI1610 4-i6dc T. fats rmA IMaroroM.aeoxsIII Rc bls mwNePwe UPLopxAds mPSL PARACROLLAM LLLAM VL AND HEADER IAAI(IMUMFOUN 5 CoAr Aebrowfmnawltx20gmdip"tDnRe 3.10dcarnon fete rel,each rdtar 6 RWrarmdt-IRPIM 3.10d�MMnm 21 ._.._.'VH. ._ew Isar 2xJasaR 2x DEPTH HOLE SIZE ew�w, Maalxcl 173 ALLOWED HOLE ZONE V3 • IIETAA xaLawc«uMlcoxMrna dy. 1• RU.Irtlbrbddp.May«lip Mrs J-18d wnllnon blMl scuE mi To suLE XM �-1EIT I-E.ERWTx 7•m20' 1 7 cradle 111A 7ddpbsrn 2.15d camn5n mind Mr AtRwcH.1S rER caxx To RAFrERcaxxfcnaro IPoc-.RED SEE ILLUSTRATION FOR DETNL PLATE58SNOMNL Ill fa RATE48aiUpwMLI+aHFA0ER1 EMPMwEfMENIX ALLOWED HOLE ZONE WALL FRAMING PRDVIDE ADOIrIwLwAexERs ArT1sLOlaewrsrO rAEE NmioscN-E _OTT.- vRwmE A IHTNEH EPArunoll maMTNEwllaxal e anMmealdlnabland) 1Nc«nn.n 24'oof-Rd SIPEONSnmNGREITEN RWpaSr -EITEM onWL TYPICALILEVELLVLPENETRATIONSCHEDULEANDDETAIL T. I ,N AM 1mA 41/Ie.a-1? AH 1mAtill9�a-1? 9 Stud to stud end abAngNbP Mnex-ftl Bell oaTen IN Nand BIG panels) 18d canenall ,8'whn Ed usEeaodLACE@IPoc USEesoau<EO+Roc caxEcrwxlATMi D NOTT09CPLE G" •? 10 Bum+q header(2-b r 1H.W.Bill; spI 1D consnoll 16'w lace nil Sousa etR«lanE rlrm ruwsasTROmnsnEM GSN .. s«U xmTo Mi8301eCA WLOIG MTS.IBG SOLOxO •EI 17 Cormr-hair baud 4ad wlnmall wad Uaf T1E0 NMLS LORAfrERS USE 1.xale To."ERA TWI M USE 9a0MM5MW i0MTE8 USE 8a0N/U MAI TO MIEa 12 Tap plet.b Op pHM usE xtmewu Ta snos 'EEFI.AAASTO.. ••f� ( 1B' 1W eaanm 18'«boa nN 3)LVL 13 Do"RIpplebspYnMBBC$A-D2WMaM-brommli BIG ft spacing QS' 8-Iedeam.n y,mN'MKMwAadeaamepel ORA �5R'DA307BOLTS SEP 10 2024 USE EMPTOTHERHNLHaENAA«Y TO{RON[E TTT f 14 Bdlan bEs bldtl,dmjael adwklaJ(nottl bMcad xe/pands) 18d axnmm 15'alace nil THE Goof REOUPEO AexILaMCBlrU TO 15 BdbmlassmjdsL dmjdd«bbokhO(tlbated Well peMMl 2-15daanmon 2sach Ir fan nil cExrER SPAcwDNaxNu �- OddGammon b.rXa �- � - � I,+l�C,[�.Jd`# 1✓f 18 Taparbdarngtlebswd _ •L _ NOW— end ML -- � �: S.ATRAFim NAPBa al a4MGTE ITFN ab.,LTPA YMaON 10.0NGRE mM ACL � 7v 17 Top Pbin,Ispa tlaanera Blnlrwctlan 2-I6da«mnm feu nal To HE-As., 18 t•hrecebesch dad rd plate 2-8d wII81Im GA.RIA wWaa:91PaO11F ENLEO S2.-THHEV-SREDp saXlaafm MSTALL BwdA BOLtt x oc XARSpm%aP,Ah @EVERY SND 2Si(WT VOC FfA wC 2U%SRIb IeaO @• LTPA wm 1.11-EHDPLArEE COIMTER8INK BOLT9 19 fll6O.Wingbeschbairn 2-8d wmnon face nrl LTw asG rx41R AxM u°sE aeo1 1, xuL wAnRE -RA.. xuSis a��'EI (2)FLITCH PLATES 20 1•%8"st.WH gmWWft#.sdn tb hBNmrg add wmmon hwM urEaKTEHArEs cs2o T rroeox USE 15r.x1?XNLB IFMO EETM PoSra BEAM C«MfmKN IexAXsaroRAtE, FLOOR FRAMING B1M 10TnooC M tZ oETNL Exr-BUEGTETOFLnarosrvD oETAL BILI+ATE TnOFaNnnw y xmro acNE FLITCH BEAM DETAILS(IF APPLICABLE) 8 dg Dept co..p444y fmm ZEA :, JdetbsM,bplaN«graer addammw bell ecNExoTroscVE swExmioscALE NOT TO SCALE Fl al reviewed is rrowDEMxAMM,M `/ 22 Rmpliaballdjoss,abladdlNI.a.NPpbls adwmmm B'wbeml EHw%-- Z A File EwaxurleER.-Only HMBNFAa END HANGER CONNECTION DETAILS III APPLICABLE) D te' t � �� O 23 1'z 5'slnlbor aleaeb srhpnte 24d eommw fi-Edl 24 ralblla«bjoielapda 2-16da«rwn bMand(en MN aETAA 0.00P is BOOR CONNELi.X OETNL E%RPoM NEADERTE OfiAX SIW WMBER ENGINEER WOw JaarB 25 r erh dbs _m_Srod) 2-I6d.- deechberi tan MA scNE xm roewE scNE xmrosc+lE � q (qNw tM. R)BBtPeard L8TA S _(21 BIMP90N LSTA 21 28 Bandarmnjddbpist 116d wrmlw BEPI'm anAEsnemalEalto Csa Aa mEmwA STRAPS STRAPS A OA 3Si IPIACE @ 1P D C 1 1-ilP W%21l 2m C«Mwn aiuma�r Ylweyamm.arsew.e aEAPmw•N III@SPAN8�E5 HTHANWM1_ 27 BMTrapgltdmmu1IsrM,rbmber Mlen i0TN.1«Ie1Q)NNASFMDIEXOM8IUD TH.1V NI.HNL5 e-0'elEa6 2-a0dcoarbn hnlW elmds6tlesch qua Uu.IrlaxMxAxNomwI RATEeaea t I Z.B.A. BubmlaBlon 8-6-24 28 LetlprmPFlppaanpjasb«MNra 3.I6d Bemoan amblddarrdtr,kas Al BIMPaDN HD5A AT EACH END THESE DRAVANGS AND SPECIFICATIONS ARE THE PROPERTY of ,3,• ;�f�' OF WALL INCLUDING WINDOW POEFI&BaROWNARCHTMT5,PCANDAREFOAu9E 29 BrIW)nidl 2-10111.41281 Seth II barMl ANDDOORHEADERS SOLELrvATH RESPECTToTHGPROJECTTHENMENOTTOSE UBM BY THE OWNER CONTRACTOR,SMCONTRACTORB OR ROOF SWATHING PROJECTT OVirDE THE°RBCOPE of 1HE V.VRK POSPIFL 8OR FOR ADDITIONS TO TH8 SOX 6TRWGHE aEK WI SrPeONSTBM PEnEUMT BAP aTIE AS 2%6 STTD WALL 1rOC. BROWN ARCHTECTs.P C SHALL BE DEEMED THE AUTHORS 15132 STRUCTURAL I PLYWOOD aN Au COMMON IAW,STATUTORY ANOOTHER 9buWal P.W. adcamnan Cedp IrfiEsd(We8ddy shed rots FRDwaxul@EAwls PROeOEMTpE ET PANELS INSTALLED VERTICALLY REsEav£ Hrs iN nmTKINTOTHECOPYRICHTS THIS °'-0'lan ptlls alxla8 rues) P T BOTHSIDESOFWALL.$'D.C. DErcNSHOMm ANDOEscRIeEO HEREIN wcLwINC NL pETNL fACEMWNTMMOER CETAL fAII YOUITMXGER «iNL Pom86A8ECaAECTIaI EDGE NAILING AND 1r FIELD WITH TECHNIOI.LDMWINGS MEPR EETARYANDCANNOTGe COPIED,OII0. TED,OR OOMMERQALLY E%ROITEO,IN DB2md Bond 3hserhing LrlE Xo7roscu5 __To_ saE xmro rAtE n...a.l t'z8'a 1'xr 24d aarIlNlNI PaBrglPart ,ODWTCTIONI MIN WHOLE ORINPART WTIbI1T WRITifNAIITHCRIiA ION OF serer PENETRATION INTO FRAMING POS%$IL a BRO WTx ARCHRCTB,P C 1'z10'awdr add cansrlon prsuppat WIND130ILM;DEBRIS PROTECTION OF APPl ICABI,E) FppM few UwH CargshohrolDp-bra) 5d ware redpm-fiM ie61a R301.2.1.2 NYS IRC W9nrl7orTte Debris Proleceon s•rbescREW's lrcoa ie, aEI ,s E(`c�AR Hj FIaNNry 6dwdJaly WmdehClNel Peleh7 M y.` pLMEg FCl WALL NEATWND sm r«d pmeh edammw rWp/l7 Ada Fastener Type Ferrel Span Panel Span Panel Span wasH:RW( Sbucead Fbrbard PrMs I sw..xe.K, mHe,wr LINES Ulan or Less lfm or Less than or SWBPBETWEEN FLOOR I f wsmwls«tyee J'adp/rfitld Equal to 4lt Equal to 6It Equal to 8It iD5P BETWEEN FLOORS m I• y s , r w.lwewe leP.lyx,n 1YW0%T 8trcend FDbord Renate replrwd No 8wood ea" •MINIE S EVENBOLT based exwWith 18'0C. 10'O.C. 8'O.C. DNMETERSTOACWEV p 18405 Opium W,AI(!9 19s++..nw.W,aeH.Nw IT 2'ambeAMnl b 'A aa.tyerA.IWswws Tadp lT Add n981 GLASS ARE LOA DS. �l OF MES Ol'DeMn We3b5r08') 7-wp/T°sld No 10 wood wm 1DISTANNEMAYB HOLD DOWN Nr,1I•o...-Wwe based 91W lh 16'0 C. 12'0,C, 9'O.C. 06TITHOUT FFEINCREASED WIl}gUT AFFECiTNO LOAD 24dc5nlman lase tade79f 2'enlhe@rMntlenpth SCREVIANCHOiS(YJATEDPEPMVJEMWNOCO CAPACITY,PROVIDED THE DawWa Neme bCREW ANCHOR tAfT 13 NOT 24dm ash •tnx Imbnlnnan tmwl.ee enw.e eoeed e.33-0'mem wlhghl CPQUEO WHICH 1'%t0'rmid. 346w COULD SPLIT TH STUD. BAIPSON ID2A TYPICAL DETAILS fwaxmdPenh NdldltlasHMbm7cRMWNwnneXAWnd brdhdnd N«e«rv.eehuXdaB 1?RYNADO WITH 33T820A FLOOR SHEATHNG A.I.FMrrew.Ebslxrtlml Hrnm 2!'Aomro.Qpa«.n.NeL.AamNne Anrasmren elbdedb nmrry a MP>vyMum,neY axdln dledled urlg Yhn1EAXeadwA r<hwe St.fursi Pands _V.nMEmumuemeKwwerM Errwd I SwpdA fftVA NOTE: Teresa Sdammm radp/1rAeM WINDOWS-GLAND OPENING ALTERNATE ANCHOR BOLTS MAY BE GRILLED 1Ddwlartm rwpltrfieb DO ANR EPDXIED INTO FOUNDATION PER greMrNm 1' FOR NEW WNSTRUaA.EXTERIOR WINDOWS MUST SE PROTECT®VIA GLUING MEETING D 6a THEURQMSSpETEST WRIFIDIRON ALOF TNEENGINER CONTRAC TORTO OF ZONE I ASTME IeE&VANDA5TM EN SUBMIT CUT T9OFEPRON9ED "IBmdShft 24dM WEAPPOf OR VIA STRUCTURN SHUTTERS WITH ATTAQNENTHARDWPROMMNEWSTRINES ALTERNATIVE. ,'z0r wnN am pr,uppatt LOCATED WITHIN OW(1)WEOF THE MEAN HIGH WATER MUST HAW GIVING CamRMNG 1'a Worwda TOWNA ZONE m,wssks DEFNMN PAMGRAPHBOf A57M E t896S9 p.AmNG CONI'MIG IG Na°scRPWs,r°° TYPICAL SHEAR WALL DETAIL(If Applicable)raw r�*ftww TO ZONE N.MSSREBGW°EWMATADIUMMGREATERWMMEMLEMT CW91LNlE 1F- raquiem,.A breed .hsbW-TbWBMCSRSmbrdthe peMl adp.BWdINweth.M-plbs,.hallmiedtomsighObtrn path she« DETNLA-TYRGILATTN:MIENTCFttm0o0 CspmAsa,ndAng MpWrnmbA«ab ENd nwrMaehMMdddOd,adhrnela wnnacM,mchlahsrgdW,aMA be Wed to mdnlen Ne bSd gift PROTEC,IMIpEVIGES 70ff IN ACCORDMICEWIIH VAGE MSSLElEST OF OPBJINGS%i01EGTKN itINOODFpME&RLDINO NOT TO SCALE ASTME 1PPA ABA OF ASTIA JIM AS NOTED IN NYb AEbpb1BN CODE d-rE .N Ib-a«amr-all Ma[r0 men I,rE n aEAraMI..a 2 Whenwd sheMinghwdnlNWsar wnnacbd nlernbers,@HI bbdebd r.pxd Mls chat WPemXbdbbeMundbl•18d rld prfoot P�AOT[eiaNl PGA--ALATKKI PLYE000 PAw¢eP.DW AIeD tan ENQPEEREDLUMBER•LVLI.9E Fb.2,500pd 81179 TA6e0SERIES MAXIMUM VERTICAL SWAB-2,O5010s l I PLY0 DETNL@WINDONOPEAMNG SCNE NOTTOSCALE GENERAL NOTES: 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION NOTES: FRAMING NOTES: HVAC NOTES: 0.0 GENERAL NOTES&SPECIFICATIONS: ADOPTS WTH AMENDMENTS IRC 2018 CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL„STATE AND LOCAL BUILDING CODES WOOD AND TIMBER CONSTRUCTION SHALL COMPLY WITH REFERENCE OR LATEST EDITIONS THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN `S 1. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER-CONTRACTOR AGREEMENT,THE ARCHITECTS CONSTRUCTION PLANS, CHAPTER 3.BUILDING PLANNING INCLUDING CHAPTER 4 OF THE IRC 2016 OF THE FOLLOWING STANDARDS'NATIONAL FOREST PRODUCTS ASSOCIATIONS,AMERICAN CONFORMANCE WITH LOCAL CODES AND ALL MATERIAL AND LABOR UNDER THE SCOPE POSPISIL&BROWN ALL CONCRETE REINFORCEMENT SHALL COMPLY WITTH TABLES R4041(2),R404.1(3),AND R404.11(4) INSTITUTE OF TIMBER CONSTRUCTION.AMERICAN PLYWOOD ASSOCIATION,AMERICAN OF THE CONTRACT THE CONTRACTOR SHALL INSTALL A HEATING SYSTEM COMPATIBLE SPECIFICATIONS AND INSTRUCTIONS TO BIDDERS AND ALL ADDENDA OF ANY) SECTION R301:DESIGN CRITERIA OF THE IRC 2018 WOOD PRESERVERS ASSOCIATION STANDARDS WITH THE EXISTING SYSTEM ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND 2. THE NTENINTHE THE SCONTRACT DOESNOT RELIEVE IS TO INCLUDE ITEMS ERALCFOR TRACTOR ER OF MPLETION OFVEERINGACOMPL WORECOMPLETED ANY PROJECT AMERICAN FOREST d PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ALL CONCRETE SPECIFIED BELOW CONFORMS WITH T(ABLER404.2OF THE RESIDENTIALCODE OF DONE BY MECHANICS SKILLED IN THE TRADE ARCHITECTS, P.C. OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE GENERAL CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN ONE&TWO FAMILY DWELLINGS(2015 EDITION) NEW YORK STATE • ACCORDANCE WITH ACCEPTED PRACTICE, THE CONTRACTOR ISM VERIFY ALL MEASLREMENTSI IN THE FIELD AND ANY DISCREPANCIES ARE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN FIELD AND ANY THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, 3 THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORKWHICH DOES NOT CONFORM TO THE DRAWINGS.THE GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED TO BE BROUGHT TO THE ATTENTION OFTHE ENGINEEER PRIOR TO CONSTRUCTION. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL CONTRACTOR,AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT,SHALL CORRECT ALL WORK REJECTED. SECTION R303 LIGHT VENTILATION AND HEATING CONSTRUCTION. WORK RELATED WITH THEIR RESPECTIVE TRADE WHERE NO CODE EXISTS,THE WORK 4, SHOULD THE DRAWINGS AND/OR SPECIFICATIONS,IN THE OPINION OF THE CONTRACTOR,SHOW ADDITIONAL WORK,OR WORK 1. ALL CONCRETE 3,500 P81 AFTER?s DAYS MINIMUM SHALL CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE CRADLE EXPENSIVE CHARACTER THAN OF ACCEPTED PRACTICES,IT SHALL BE THE DUTY OF THE CONTRACTORTO NOTIFY REQUIRED GLAZING AREA HABITABLE ROOMS: 8% WOAD FRAMING INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE SUPPLEMENTS INCLUDING THE ARCHITECT IN ORDER TI4AT PROPER ADJUSTMENTS MAYBE MADE THE CONTRACTOR SHALL ASSUME FULL REQUIRED OPENABLE AREA 4% 2 ALL REBAR ASTM"IS GRADE 60 SOUTHERN BUILDING CODE CONGRESS. W Wn''PCSPLsUbm tIL.m RESPONSIBILITY FOR WORK DONE,OR MATERIALS SUBSTITUTED,WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT,IF SUCH 1.ALL LUMBER IS TO BE NO.2OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING 141 Hampton Road T.631.283.3465 WORK OR MATERIAL IS IN CONTRAST TO THE CONTRACT DOCUMENTS,DRAWINGS OR SPECIFICATIONS PREVIOUSLY APPROVED PROVIDE 3 SO FT OF WINDOWS.1.5 SO FT OPERATIONAL IN BATHROOMS*EXCEPTION' MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH THE INTERNATIONAL 3 FOOTINGS WIDTHS SHALL COMPLY WITH TABLE R/07.1(i)OF THE RC 2020.FOOTINGS SHALL BE MINIMUM SPECIFICATIONS Soutl�amgon,NY,11968 F:691283.3593 1. THE LATEST OF SPECIFICATIONS GENERAL CONDITIONS OF THE AMERICAN INSTITUTE Of ARCHITECTS SHALL GOVERN AND BE WHERE ARTIFICIAL LIGHT AND/OR MECHANICAL VENTILATION IS PROVIDED PLACED AT A DEPTH TO CONFORM TO ALL FEDERAL,STATE AND LOCAL BUILDING CODE. EB=875 PSI RESIDENTIAL CODE PARTS VBVI,CHAPTER 12 THRILL 24. MADE PART OF THESE SPECIFICATIONS PROVIDE STAIRWAY ILLUMINATION AT INTERIOR d EXTERIOR STAIRS FOOTINGS ARE TO BE INSTALLED ON SOIL HAVINIG A MINIMUM ALLOWABLE BEARING CAPACITY FV=180 PSI ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH THE 5 DISCREPANCIES OF 1 TON PER SQUARE FOOT,UNDISTURBED VIRGIN SOIL.THE BOTTOMS OF ALL FOOTINGS PC PERP=625 PSI INTERNATIONAL RESIDENTIAL CODE PART VIN CHAPTERS 33 THRU 42 -WHENEVER THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS OR THE DRAWINGS AND SPECIFICATION,THE GENERAL SECTION R3D4*MINIMUM ROOM AREAS ARE TO BE INSTALLED A MINIMUM OF 3 BELOW GRRADE UNLESS INDICATED OTHERWISE. E-1,600,000 PSI CONTRACTOR SHALL CONTRACT FOR,PROVIDE AND INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF MATERIAL OR GROUND THE WRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE WORK CALLED FOR,UNLESS OTHERWISE ORDERED IN WRITING. PROVIDE MIN 1 ROOM WITH NO LESS THAN 120 SO FT CONNECTED,IN ACCORDANCE WITH SECTION E3507 AND SIZED IN ACCORDANCE WITH ( ARO.a ran,. S. WRITTEN DIMENSIONS OR NOTES REGARDING ALIGNMENTS OR CENTERLINES SHALL GOVERN OVER SCALED DIMENSIONS.DO OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF 4. REBAR SHALL BE RUST FREE AND PLACED NO CLOSER THAN I7 FOR A5 BARS AND SMALLER 2 ALL LPMINATEDVENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS' ) AND 7 FOR 06 BARS AND LARGER TO SURFACE ITO CONCRETE IN CONTACT WITH EARTH WHEN ED A 2.900 PSI E3503.1 AND TABLE E35031.ROD ELECTRODE IS TO BE MODE OF ZINC COATED IRON OR NOT SCALE DRAWINGS. 'EXCEPTION FOR KITCHENS CONCRETE IS CAST IN FORMS REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS FV=290 PSI STEEL,SHALL BE 5V MINIMUM DIAMETER,AND SHALL BE 8 4'LONG NON-FERROUS ROD 77�� 7. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF OR THE WORK OF THE GENERAL CONTRACTOR AND WITHOUT WINDOWS ARE TO BE INSTALLED IO'BBLOW THE TOP OF THE FOUNDATION WALL. FC PERP=650PSI IS TO BEIR'MNIMJMDIAMETER,INACCORDANCEWITHE3508.2.1. Schneider Residence OTHER SUBCONTRACTORS.NOR SHALL HESHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS, MIN,DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN T-0'ANY HORIZONTAL REBAR INSTALLED ALONG THE TOP OFFOUNDATTION WALLS WITH WINDOWS ARE TO BE E-2.000,000 PSI S. INTERPRETATION OF DETAILS,IF THE CONTRACTOR OR ANY SUBCONTRACTOR OBJECTS TO ANY DETAILS CONTAINED ON THE DIMENSION ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE IN E C.AND CONSTRUCTION DOCUMENTS,HE SHALL SUBMIT SUCH OBJECTIONS TO THE ARCHITECT IN WRITING WITHIN SIX(6)DAYS AFTER INSTALLED 3'BELOW THE BOTTOM OF THE WINNOW OPENING. SMALL BE LLl.APPROVED All EQUIPMENT SHALL COMPLY WITH N E.C.110 3. ISSUANCE OF DETAILS.FAILURE TO DO 80 WILL BE CONSTRUED AS CONTRACTOR'S ACCEPTANCE. 'EXCEPTION FOR KITCHENS 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM 5 ALL SNAP OFF FORM TIES ARE TO BE REMOVED RAND REMAINING OPENINGS ARE 70 BE SPECIFICATIONS' UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE 9 MEASUREMENTS:BE FORE ORDERING INGAN THESTrNY EANSORDOINGANY WORK,THE CONTRACTOR SHALL NSIBLEFORTHECORRECTNESSOFIAME SECTION R305 CEILING HEIGHT 890 Ruch Lane MEASUREMENTS AT THE BUILDING AND THE SITE AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME NO EXTRA SEALEDfGROl1TED. fB=2,800 P31 FROM SHORTS,GROUNDS,OR IMPROPER CONNECTIONS. MIN.CEILING HEIGHT FOR HABITABLE ROOMS a T-0' FV=290 PSI CHARGE OR COMPENSATICN3 WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONSAND THE THERMAL AND MOISTURE PROTECTION: Southold,New York MEASUREMENTS INDICATED ON THE DRAWINGS,ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE 'HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=T-0' 6 JOINT REINFORCEMENT,ANCHOR TIES AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING FC PERP=740 PSI ARCHITECT FOR CONSIDERATION BE FORE PROCEEDING WITH THE WORK STANDARDS,ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A36 E-2.100,000 PSI ALL INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE INTERNATIONAL 10. RESPONSIBILITY.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL FURNISHED HIM AND FOR THE EXECUTION OF 1.BEAMS AND GIP DER$NOT LESS THAN 4'-0'O.C.CAN PROJECT 6' FOR STEEL PLATE,HEADED AND BENT BAR ANCHORS,AND ASTM A3666 FOR SHE ET METAL RESIDENTIAL CODE AND THE INTERNATKN/LL ENERGY CONSERVATION CODE HIS WORK IN ACCORDANCE WITH THE TRUE INTENT OF THE DRAWINGS AND CONTRACT HE SHALL PROVIDE WITHOUT EXTRA 2.SPACES ABASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT• ANCHOR TIES, 1.ALL TREATED LUMBER IS TO BE N020R BETTER SOUTHERN YELLOW PINE WITH THE ALL ROOFING SHALL COMPLY WITH SECTIONS R902,PISTIL BEN AND R80520F THE CHARGE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK EVEN THOUGH NOT PARTICULARLY INDICATED OR SPECIFIED. III(BEAMS,ORDERS&DUCTS MAY PROJECT T06'41 7. METAL STRAPPING USED FOR USEINE7OEROR MALLS AND NOT DIRECTLY EXPOSED TO FOLLOWING MINIMUM SPECIFICATIONS: INTERNATIONAL RESIDENTIAL CODE. WEATHER SHALL CONFORM TO ASTM A153,CLAM&2,METAL STRAPPING FOR USE IN INTERIOR FB=975 PSI 11 DEVIATIONS THE OWNERR WELL NO INVA THELIDATE RIGHT THEAT CONTRACTNYTIME INGLLOWANCE ORD THE PROGRESS fUCTION THE WILL TO FROM PLANS 3NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN WALLS SHALL BE MN GALVANIZED AND CONFORM WITH ASTM A641,CLASS I.METAL PLATES, FV-175 PSI ALL FLASHING SHALL COMPLY WITH SECTION R703A OF THE INTERNATIONAL RESIDENTIAL OR SPECIFICATIONS.THIS WILL BE ALLOWED CONTRACT AN ALLOWANCE ADVANCE WILL BE MADE. REQUIRED HEIGHT CONNECTORS,SCREWS,BOLTS AND NAILS EXPOSED DIRECTLY TO WEATHERARE TO BE FC PERP-565 PSI CODE. 12. EXTRAS'SILLS FOR EXTRAS WILL BE ALLOWED ONLY WHEN WORK IS ORDERED IN ADVANCE IN WRITING. STAINLESS STEEL,HOT DIPPED GALVANIZED AFTER THE FASTENER OR CONNECTOR IS E-1,600.000 PSI 13. TEMPORARY HEAT dPOWER:THE GENERAL CONTRACTOR SHALL PROVIDE dMAINTAIN ALL HEAT REQUIRED FOR THE PROPER 4 BATHROOMS SHALL HAVE AMIINMIUM B-0'CEILING HEIGHT OVER FIXTURES AND ATTACHMENT OF ALL SIDING SHALL BEACONFORNJJNCE WITH TABLE R703.3(i)OF THE FABRICATED TO FORMA ZINC COATING NOT LESS THAN i OZ.PER SF OR HOT DIPPED GALV EXECUTION OF THE WORK.AMINIMIIM TEMPERATURE Of 55 DEGREESF SHALL BE MAINTAINED DURING APPROPRIATE STAGES SHOWER HEAD SHALL HAVEAMNIMUMCEILING HEIGHT DF B-0'ABOVEAMIN AREA OF INTERNATIONAL RESIDENTIAL CODE ' OF THE WORK.THE CONTRACTOR SHALL COORDINATE WITH LIRA THE PROVISION OF A TEMPORARY ELECTRIC SERVICE,THE 30)W AT THE SHOWER HERD WITHAMN COATING Of 1.BPERBFOf STEEL CONFORMING TO ASTM 90 5.ACACATIO ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM OWNER SHALL BE RESPONSIBLE TO PAY FOR ALL TEMPORARY UTILITIES. SPECIFICATIONS ALL EXTERIOR WALL BREATHING SHALL BE COVERED WITH PLASTIC WRAR'TYVEN'VAPOR 14 TEMPORARY ENCLOSURES:ALL TEMPORARY ENCLOSURES SHALL BE PROVIDED WHENEVER NEEDED EITHER FOR PROTECTION SECTION R306 GLAZING d THE FOUNDATION CONTRACTOR SMALL COORDINATE WITH THE PLUMBING AND ELECTRICAL FB=3,000 PSI MP BARRIER PER TABLE R702.35 OF THE INTERNATIONAL RESIDENTIAL CODE AND SECTION FROM WEATHER OR TO PROTECT THE BUILDING AGAINST ENTRY,THEFT OR CONSTRUCTION DAMAGE PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS CONTRACTORS RELATIVE TO INSTALLATION OF SBLEEVES AND OTHER PENETRATIONS PRIOR TO FV=300 PSI R4021.1 OF THE INTERNATIONAL ENERGY CONSERVATION CODE, 15. GENERAL CONTRACTOR TOCOORDINATE WITH OWNERS AUDIOMSUAL CONTRACTOR EXACT LOCATIONS OF ALL EQUIPMENT, POURING CONCRETE. FC PERP.805 P84 PERMITTED E a 2,100,p0 PSI ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED, SPEAKERS, CABLE WIRING. SECTION R30R GARAGES AND CARPORTS 9. THE ENGINEER IS TO BE CONTACTED IF UNACCEFPTABLE OR QUESTIONABLE SOIL IS WEATHERSTRIPPED OR OTHERWISE SEALED INCLUDING BUT NOT LIMITED TO AREAS i6 GENERA.CONTRACTOR ORSHgLL COORDINATE WITH OWNER'S TELEPFKONEICABLE AND ALARM CONTRACTORS EXACT ENCOUNTERED DURING EXCAVATION UNACCEPTTABLE SOIL IS SOIL CONTAINING CLAY AND/OR B.CONSTRUCTION DESIGNED TO WITHSTAND A 130 MPH WIND LOAD AS PER ON OF THE AROUND WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL. LOCATIONS OF ALL EQUIPMENT,WIRING,ETC OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED ORGANIC MATERIAL. LISTED STANDARDS, PENETRATIONS,ETC ACCORDING TO SECTION R4024 OF THE INTERNATIONAL ENERGY 17 ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE THE DUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE AS PER R 3012.1.1 DESIGN CRITERIA CONSERVATION CODE. RESPONSIBILITYOF THE GENERAL CONTRACTOR ANY CORRECTIVE WORK REQUESTED BY THE OWNER AND/OR ARCHITECT PERMITTED 10. INSTALL ISOLATION JOINTS ALONG FOUNDATION IWALLSANDATOOLUMN AND OTHER FLOOR BASED UPON UNAUTHORIZED CHANGES ON THE PART OF THE GENERAL CONTRACTOR,SHALL BE COMPLETED BY THE GENERAL RECESSED LIGHTING SHALL BE EITHER TYPE IC RATED WITH NO PENETRATIONS BETWEEN CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND WITH NO EFFECT TO THE TIME LINE OF THE PROJECT. PENETRATIONS 7.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE PROVIDE VERTICAL SEPARATION VERT:YP RESISTANCE(543'TYPE X GARAGE SIDE,V2' NALEDBOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE INSIDE OF THE FIXTURE AND THE CEILING CAVITY,OR TYPE IC OR NOWIC RATED AND 18, THESE CONTRACT DOCUMENTS,AND ALL COPY RIGHTS CONTANED HEREIN,ARE THE SOLE PROPERTY OF THE ARCHITECT AND TYPE X OPPOSITE SHOE) 11. FOUNDATION EXCAVATION IS NOT TO BE BACK FIILLEO PRIOR TO THE INSTALLATION OF THE INSTALL IN A SEALED BOX CONSTRUCTED FROM I2'GYPSUM BOARD,OR TYPE IC RATED, CANNOT BE USED FOR ANY OTHER MEANS. FLOOR FRAMING. 6 ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR TESTED,AND LABELED AS TO BRING AS TO BEING'AIR TIGHT'ACCORDNG TO SECTION 19. THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE NATURE WIND BEARING POWER OF THE SOIL AND REPORT ANY PROVIDE HORIZONTAL PROTECTION.HORQ.ONE LAYER 55'TYPE X GYPSUM STAINLESS STEEL.DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE R402 4 5 OF THE INTERNATIONAL ENERGY CONSERVATION CODE INSTABLE CONDITIONS tOTF$ARCHITECT. PROVIDE NONCOMBUSTIBLE FLOOR SURFACE 12. SACKFILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL AND 16 TO BE MECHANICALLY MADE BY SIMPSON UNLESS INDICATED OTHERWISE ALL CONNECTORS,STRAPS ETC ARE THE ARCHITECT HAS NOT BEEN PROVIDED WITH ANY SOILS REPORTS I DATA,AND ASSUMES 112 TONS PER SQUARE FOOT SECTION RJIQ EMERO.ESCAPE AND RESCUE OPENINGS COMPACTED IN&'LIFTS T095%OF MAXIMUM DRIY DENSITY. TO BE NAILEDBOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. VAPOR RETARDERS IYJITHAM4XIMUM PER RATING OF I.0)MBT BE INSTALLED ON THE BEARING CAPACITY. 'WARM IN WINTER'SIDE OF ALL NON-VENTED FRAMING CEILINGS,WALLS AND FLOORS 20. VERIFY DIMENSIONS AT THE SITE AFFECTING THE WORK.BRING FIELD DIMENSIONS WHICH ARE AT VARIANCE TO THE PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE 13, SUGGESTED UNDERPINNING PROCEDURES. 9.ALL FLOOR SHEATHING IS TO BE 23NG2 NCH AC TYPE PLYWOOD,TONGUE AND GROOVE, WHERE FOIL FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE ATTENTION OF THE ARCHITECT NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES THAN M'A.F F. WITH AN APA SPAN RATING OF 4W24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED SEALED AND TAPED. BETWEEN ACTUALWITH THDIMENSIONS DRAWIN S AND SPECIFICATIONS WITH RETERD THE DRAWINGS. MIN.OPENING AREA-5.75 SO FT 80 FT AT GRADE) A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL TO THE FLOOR JOISTS(6-O.C.EDGES AND I2.O.C.FIELD). SUPPLY AND RETURN AIR DUCTS LOCATED WITHIN CRAWLSPACES,UN4NSULATED 21. COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS WITH REGARD TO MATERIALS AND METHODS OF ASSEMBLY WILL NOT R ASSURE ACCEPTANCE OF THE WORK OF EQUAL IMPORTANCE IS GOOD WORKMANSHIP,THE LACK OF WHICH WILL BE MIN OPENING HEIGHT CLEAR=24' BASEMENTS,ATTICS AND FRAMED WALL CAVITIES MUST BE INSULATED RB ACCORDING TO SUFFICIENT CAUSE FOR REFUSAL OF THE WORK. B)UPON RECEIVING APPROVAL.,EXCAVATE TO THIE TOP OF THE EXISTING FOOTING FOR THE 10.ALL WAIL SHEATHING 18 TO BE 157J2INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL SECTION R4D3 3.1 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. 22 THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER PROTECTION,PRESERVATION AND REPAIR OF MIN OPENINGWOTH=20' ENTIRE LENGTH OF THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION BE NAILED PER DETAIL(J) WALL, ALL JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED AND SEALED THE EXISTING ADJACENT STRUCTURES,FINISHES AND UTILITIES,A3 WELL AS NATURAL FEATURES,TREES AND SHRUBS NO 70OLS OR KEYS ALLOWED FROM INSIDE 11.SOLID BLOCKING IS TO BE INSTALLED EVERY WMAX OR MO SPAN OF ALL FLOOR JOISTS WITH WELDS,GASKETS,MASTICS,MASTIC PLUS EMBEDDED FABRIC OR APPROVED TAPES. • SURROUNDING THE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND ORDERLY FASHION AND FREE OF ALL MIN HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SQ FT A MIN,WIDTH OF 36' C)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. WITH SPANS EXCEEDING F. STANDARD DUCT TAPE IS NOT PERMITTED. CONSTRUCTION DEBRIS PROVIDE CONSTRUCTION FENCING AROUND EXISTING TREES AND SHRUBS IMMEDIATELY SURROUNDING THE CONSTRUCTION AREA PROTECT EXISTING STREET AND CURBING FROM ANY DAMAGE IN ACCORDANCE SECTION R311'MEANS OF EGRESS D)INSTALL A KEY WAY BETWEEN SECTIONS ALLOW 7 DAYS CURING. 12000BLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS WINTER HEATER WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLET AND OUTLET WITH LOCAL ORDINANCES OF WATER HEATER UNLESS THE WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART PROVIDE UNDER STAR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STARS 23 ALLPRALLOFLITY,W RKMANS COMPENSATION NAND DISABILITY. THE ARCHITECT INCLUDINGB OR MAINTAINING T WITH WALLS AND ANY SOFFITS WITH I2'GYP.SO, E)BACK FILL 13 BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. OF A CIRCULATING SYSTEM.TYPICAL METHODS FOR CREATING HEAT TRAPS ARE'U'OR GENERAL LIABILITY,WORKNANS COMPENSATION AND DISABILITY.THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE 'RAMS HORN'BENDS IN THE FLEXIBLE PPE CONNECTORS OR INSTALLING AFTERMARKET PROPER PROPERTY INSURANCE DURING ALL PHASES OF WORK, MIN WIDTH FOR HALLWAYS IS 3'4' F)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR 14 WALLS ARE TO BE FRAMED WITH 2X6 NCH STUDS SPACED 16 INCHES O.C.UNLESS PIPE NIPPLES WITH INTEGRAL TRAPS. 24. THE WORK AND MATERIALSSHALL BE GUARANTEED FOR ONE YEAR,COMMENCING WITH THE GENERAL CONTRACTORS FINAL MIN I EXIT DOOR REOU'D WITHOUT TRAVEL THROUGH GARAGE EXCESSIVE MOVEMENT AND/OR CRACKS.NOTIFY'THE ARCHITECTUENGINEER IF MOVEMENT INDICATED OTHERWISE. THERMOSTATS MAST BE CAPABLE OF BEING SET DOWN TO B6'FOR LOWER FOR HEATING PAYMENT.DURING THIS TIME THE CONTRACTOR SHALL MAKE GOOD ON ALL DEFECTS,GRANTING OF ACERTIFICATE OF AND/OR CRACKS ARE NOTED, OCCUPANCY OR THE OWNERS USE OF THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORN(. MIN OPENING T-O"WIDEXB'-0'HIGH 15ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE /'NDUPTO BS'OR MORE FOR COOLING THERMOSTATS FOR BOTH HEATING AND COOLING 25 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTE AND DEBRIS IN COMPLIANCE WITH ALL WIDTH SHALL NOT BE LESS THAN 36'CLFARHANDRAIL PROJECTION ISI&'MAX SIMP80N TYPE 30V OR 316 STAINLESS STEEL. MUST HAVE A DEADRAND(TEMPERATURE RANGE WHERE NO HEATING OR COOLING . LOCAL,STATE AND FEDERAL LAWS AND REGULATIONS AND SHALL INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT TAKES PLACE)OF AT LEAST 6-F HEAT RUMPS REQUIRE A THERMOSTAT CAPABLE OF HARMLESS FROM ANY LOSSES OR CLAIMS IN CONNECTION THEREWITH.THIS CLAUSE SHALL SURVIVE THE TERMINATION OF HEADROOM MN.=V-r 1SALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED PREVENTING BACKUP HEAT FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN CONSTRUCTION,OR COMPLETION OF THE OWNER/CONTRACTOR AGREEMENT. TREADS AND RISERS 8 25'MAX RISE,E MIN.TREAD GALVANIZED. BE MET BY THE HEAT PUMP ALONE. 26, THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COORDINATE,ANYTHING FOUND ON THE DRAWINGS AND NOT FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R40MIN �Final 'd ,J MENTIONED IN THESPECIFCATIONS OR VISA VERSA,OR ANYTHING NOT EXPRESSLY SET FORTH IN EITHER,BUT WHICH IS A FLIGHT OF STARS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 1Zr BETWEEN STEEL PERIMETER RIGID FOAM INSULATION BOARD'FOAMULAR'150 AS MANUFACTURED BY g Dept CGpy fr(Im ZCA REASONABLY IMPLIED,SHALL BE FURNISHED AS THOUGH SPECIFICALLY SHOWN AND MENTIONED IN BOTH,WITHOUT EXTRA FLOOR LEVELS OR LANDINGS. OWENS CORNING. reviewed a0C1lf vats CHARGE. PROVIDE FLOOR OR UWDING AT TOP AND BOTTOM OF STAIRS 1. ALL STEEL IS TO BE ASTM SPECIFICATION A36 ,� W��•. ^ 27. GENERAL CODE REQUIREMENTS-INCLUDING BUT NOT LIMITED TO: p;,. `? p� A ALL TRIODES,WORKMANSHIPAN,MATERIALS MST COMPLY WITH THE 2015 INTERNATIONAL RESIDENITIALCODE FOR 'EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A325BOLTS. PLUMBING NOTES: "nRC�'ONE AND TWO FAMILY DWELLINGS IRC.,TOGETHER WITH THE 2016 UNIFORM CODE SUPPLEMENTAND ALL LOCAL,STATE AND OVER STARS.SIZE OF LANDING IS MIN,38'IN DIRECTION OF TRAVEL WIDTH TO BE EQUAL THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL THE PERMITS,DRAWINGS,FLOOR GOVERNMENTAL M AUTHORITIES 6 UST COING JURISDICTION TO STAIR OR DOOR SERVED 3, SQUARERECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION PLANS,SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND v S ALL WORK AND MATERIALS MUST COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE AND THE 2018 WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER A500 SUPPLEMENT,MECHANICAL CODEd PLUMBING CODES. ALL WORK RELATED WITH THEIR RESPECTIVE TRADE WHERE NO CODE EXISTS,THE WORK C. HASITA13LE AREAS SHALL BE VENTILATED PER(IRC),R303 AND BATHROOMS SHALL BE VENTILATED PER Q R C.),R3033. THAN 2%SLOPE SHALL CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAR WITH 4 OR MORE RISERS 4 ALL COLUMNS ARE TO BE BOLTED TO STEEL ORDERS WITH iffi'BOLTS OR UNLESS D SMOKE DETECTORSAND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED PER THE MINIMUM REQUIREMENTS OF INTERNATIONAL RESIDENTIAL CODE,AND ALL APPLICABLE SUPPLEMENTS INCLUDING THE ' OTHERWISE SHOWN ON THE PLANS SOUTHERN BUILDING CODE CONGRESS EYINTHE(IRC),)ROOFING 31S,ALL CO 72 AND UL THE MINIMUM M STANDARDS 1.HEIGHT-3P MIN,38'MAX F.BUI DING ROOFING SHALL COMPLY WITH THE ASSEMBLY SUBJECT STANDARDS RI THE(IRC H•CHAPTER 9. 5. 12'WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH THE INTERNATIONAL O.R F.BUILDING STRUCTURAL MATERIALS OR ASSEMBLYSUBJECT TO DETERIORATION SHALL CONFORM TOQRC)SECTIONS 2 CONTINUOUS TO FULL LENGTH OF STAR ABOVE TOP RISER TO LOWEST RISER RETURN OVER ALL COLUMN SUPPORTS RESIDENTIAL CODE PART VII,CHAPTER 25-33 Z,B.A. Submission 8-G-24 R317 d R318 ENDS OR PROVIDE NEWEL POST OR SAFETY TERMS G. ALL HABITABLE SPACES SHALL ALLOW FOR EMERGENCY EGRESS WITH OPENINGS TO THE EXTERIOR OF NNE 5 S F.ON DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE.EXTERIOR THE FIRST FLOOR AND 5.7 SQUARE FEET ON THE SECOND FLOOR BOTH WITH 24'MINIMUM HEIGHT AND 20'CLEAR WIDTH PER 3.MIN HANDRAIL SPACE BETWEEN WALL AND RAIL-I llr 6. ALL WELDED CONNECTIONS ARE TO BEDONE BY A CERTIFIED WELDER AND CONFORM SANITARY AND STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT CROCK WITH ALL THESE puwiNcs ArmsPEaNc,Anorvs ARE THE vrsoan+nor TO AWS AND RISC STANDARDS, (I.R.C.)R310. SECTION R312 GUARDS JOINTS WELL CAULKED AND CEMENTED. rosPisLA ER-ARCNIT PC AND ARE FOR usE H PROVIDE SAFETY GLAZING PER Q R.C.)SECTIONS R3084 d R301.2.12.SAFETY GLAZING SHALL BE PROVIDED IN ALL SCLIFLY VATH RESPECT T S PRI-CT THEYARE NOT TO W ALL RAISED SURFACE 30'ABOVE FLOOR OR GRADE TO HAVE 36'MN GUARDS.OPEN 7.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE useD sr THE OWNER.WNTRACTOR,I-CONT-ONS OR DOORS,PANELS WITHIN 21'OF DOORS, ADPPUER9 CH OTHER PRCUECTSOR FORAWTI-TO THIS I SHOWER/TUB ENCLOSURES,AND MEETING ALL OF THE FOLLOWING THE EXPOSED AREA OF THE PANE IS GREATER THAT 9 STAIRS 30'ABOVE FLOOR OR GRADE SHALL HAVE 34'MN.GUARDS, RUN,AT EACH BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF PRO.�ECToursioET.iESCOPEOFTHE-ROB SLIL 8 ALL ORDER SPLICES ARE TO BE MADE ABOVE COLUMNSeROAN ARCHIrEcrs.P C-W oE-T.ADTwRs OTTOM EDGE IS LESS THAN Ir ABOVE THE FLOOR AND THE TOP EDGE R GREATER THAN 36 ACHES SQUARE FEET AND THE B GUARD OPENINGS NOT TO EXCEED A-(SPHERE) ALL VERTICAL STACKS.VENTS SHALL BE INSTALLED THROUGHOUT AND CONNECT TO THE AND RETNN ALL OCUMN LAW.8-L)TORY AND OTHER ABOVE THE FLOOR AND THE GLASS IS WITHIN 361 AN ADJACENT WALKING SURFACE INCLUDING STARS B LANDINGS AND TUB VERTICAL STACK(S)WHICH SHALL,IN TURN,BE EXTENDED THROUGH THE ROOF AND RESERVED RIGHTS IN-11-TO THE COPYwo THE PLATFORMS AND WITHIN 80'OFASTAIR LANDING. SECTION 313:ALARMS DES ONN AND PROPERLY FLASHED ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR TEc DRAvnNos.ARE ERR- a �r ET�NI n o ca�mwCIE , .NCLOSU VENTILATION OF FUEL BURNING AND/OR HEAT PRODUCING EQUIPMENT SHALL COMPLY WITH QR.C.) PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY OF DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE PUBLIC SEWER IS HIGHER THAN WIPED WhI M CRCCMMERCIALLY f%PL ,,IN -LE aRNPART Wm T WRITTEN AUTHORaATION CE KfRE STOPPING SHALL BE PROVIDED PER(I R.C.)R302.11 AND DRAFT STOPPING SHALL MEET THE REOUIREMENTS OF BEDROOMS AND IN BASEMENTS THE MAIN HOUSE DRAIN,AS SUMP PUMP SHALL BE PROVIDED PROVIDE FLOOR DRAINS M WELLA aRo NARCHITECTS,PC (I R C.)R30212 WITH TRAPS AS SHOWN IN THE CONSTRUCTION DRAWINGS corrmoHrxms AU RRiHTS RESERVED L.NABTABLE SPACES SHALL BE PROVIDED WITH ADEQUATE LIGHT(MIN 8%OF FLOOR AREA)AND VENTILATION(MINI N OF FLOOR PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL AREA)PER PART(I R C)R3031. FREOBURNING APPLIANCE AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. FROM WATER METER,CARRY 3/4'MAIN TO LAUNDRY,BATH AND WASHROOM FIXTURES; s..I M GARAGE FIRE SEPARATIONS SHALL COMPLY WITH Q R C)R3D25,R3D2 6&TABLE R302 6. 01.EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES WITH 12'BRANCHES TO FIXTURES,AS REQUIRED.CARRY 3/P BRANCH TO WATER HEATER �(,nED ARC N. ALL STAIRS,RAILS&GUARDS SHALL COMPLY WITH Q R.C.)SECTIONS R311.7 d R312 RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WRING AND 3/4'LINE TO HOSE SIDES FROM WATER HEATER,CARRY 3N'SUPPLY TO ALL ABOVE •s 0LM Eg rFcr 0. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY dTERMITE3SHALL COMPLY WITH(IRC)SECTONS R317 d R318 AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER THAN THE OVER CURRENT ROOM WITH BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHALL Q JH '0oq DEVICE PROTECTING THE BRANCH CIRCUIT. BE'L'COPPER PROVIDE HOSE BIBBS AS SPECIFIED IN THE CONSTRUCTION DRAWINGS. 28 UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL HAVE ALL AREAS CLEANED INCLUDED BUT NOT LIMITED TO PROVIDE SHUT OFF VALVES AT THE ENTRANCE OF THE SYSTEMS,AT FIXURES,AND AT VACUUMING,WASHING AND POLISHING. 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE HOSE BIBB BRANCHES,29. THE GENERAL CONTRACTOR IS RESPONSIBLE,WRING ALL PHASES OF WORK,FOR ALL CONSTRUCTION MEANS,METHODS, ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE i TECHNIQUES,SEQUENCES,PROCEDURES AND SAFETY PRECAUTIONS CONNECTED THEREWITH, COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING WATER HEATER SYSTEM 30 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL NECESSARY INSPECTIONS DURING WORK A3 AND ADVISE OWNER OF CONDITION AND UPGRADE OPTIONS WATER HEATER TO COMPLY ST 01840! 4- BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY AND WHO T MAINTAINS S PERIODIC - - WELL A9 FOR FINAL BUILDING DEPARTMENT APPROVAL AND FOR OBTAINING THE N.Y.&.UNDERWRITERS CERTIFICATE AND THE INSPECTIONS DR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT WITH SECTONSP501.4,P5024,P5031,P5044.1,P504.81,PSOA 7,PBOfi 1(8)OF THE �rP OF NE'N CERTIFICATE OF OCCUPANCY/COMPLETION. THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. INTERNATIONAL PLUMBING CODE AND RM2005.1 AND RM2005.2 OF THE INTERNATIONAL 31. THE GENERAL CONTRACTOR WARRANTS THAT IT IS EXPERT IN THE TYPE OF CONSTRUCTION WORK AND METHOD OF RESIDENTIAL CODE. CONSTRUCTION REQUIREDHERE UNDER BY SUBMITTING A CONTRACT PRICE,GENERAL CONTRACTOR IS DEEMED TO HAVE Ol NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT S OF EITHER THE a....9 W. REPRESENTED THAT ITS FIRM,SUPERVISORY STAFF AND WORKMAN ARE EXPERT AND EXPERIENCED W THE TYPE,METHOD IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE SUCH DEVICES SHALL BE IN FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC BLOWOFFS REQUIRED BY LOCAL REGULATIONS GOVERNING WATER HEATERS.GAB AND AND PERFORMANCE IS WORK REQUIRED,ENT NTH THE WORK NECESSARY NT PRODUCE THE BEST POSSIBLE AESTHETIC COMPLIANCE WITHTHE REFERENCE STANDARD RS 17.1. OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE TYPICAL NOTE5 AM EXPERIENCE THIS PROJECT,CONSISTENT TO THE NTH TO CONTRACT DOCUMENTS,AGREEMENT WIT TO H HE OFFERED SOCRACTORISE 04 SMOKE DETECTORS SHALL BE LOCATED IT OFFANY BEDROOM(MAXIMUM) FIRECLAY TILE FLUE IN MASONRY CHIMNEY. AND EXPERIENCE AS AN INDUCEMENT TO THE OWNER TO ENTER INTOAN AGREEMENT WITH THE GENERAL CONTRACTOR 32 THE GENERAL CONTRACTOR SHALL ARRANGE WITH THE OWNER FOR PROPER STORAGE OF MATERIALS ON THE SITE 80 THAT 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.CONNECT TO ALL IS DONE IN AN ORDERLY AND SECURE FASHION RESIDENTIAL CODE SECTION R315,ON EACH FLOOR ANDADJACENT TO BEDROOM DOORS, LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES 33 ALL SITE WORK INCLUDING BUT NOT LIMITED TO STORM WATER DISPOSAL AND SEPTIC SYSTEM SHALL MEET THE MIN ONE PER FLOOR DETECTORS CAN BE BATTERY POWERED. REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION INCLUDING BUT NOT LIMITED TO THE NASSAU COUNTY DEPARTMENT FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE OF HEALTH CONSTRUCTION DRAWINGS AND REQUIRED BY INSTALLATION. NP 34. THE OWNER SHALL SECURE THE SERVICES OF A LICENSED LAND SURVEYOR FOR FINAL SURVEY. BEFORE COVERING POPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 1001Ms 35. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH RELEASE OF LIENS DOCUMENTS INCLUDING THE GENERAL PRESSURE. CONTRACTOR,ALL SUB-CONTRACTORS AND THEIR SUPPLIERS 36. GENERAL CONTRACTOR HEREBY SPECIFICALLY ACKNOWLEDGES THAT THE CONTRACT DOCUMENTS ARE FULL AND COMPLETE, ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED, AND SUFFICIENT TO HAVE ENABLED IT TO DETERMINE THE COST OF THE WORK AND THAT THE DRAWINGS,THE SPECIFICATIONS AND ALL METAL WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION DURING AND ALL ADDENDA(IF ANY)ARE SUFFICIENT TO ENABLE THE GENERAL CONTRACTOR TO CONSTRUCT THE WORK OUTLINED CONSTRUCTION. THEREIN IN ACCORDANCE WITH ALL LAWS,AND OTHERWISE TO FULFILL ALL OF ITS OBLIGATIONS UNDER THE CONTRACT NOT WATER PIPING SHALL BE INSULATED BY THE PLUMBING CONTRACTOR IN 1 ®Q DOCUMENTS IN ADDITION,IF GENERA.CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY AND IF IT KNOWS OR SHOULD HOT WATER EWIG SECTION INSULATED BY THEPLU PLUMBING CONTRACTOR RESIDENTIAL HAVE KNOWN THAT ANY OF THE CONTRACT DOCUMENTS CONTAINS A RECOGNIZED ERROR,IN CONSISTENCY OR OMISSION, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH PERFORMANCE AND SHALL BEAR THE COST FOR CORRECTION CODE. THEREOF, ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION i I _ POSPISIL&BROWN ARCHITECTS,P.C. www.posptsilbrown.00m 141 Harryxtin Road T 631,283.3465 Southampton,NY.11968 F;631.283.3593 Pmlaa Name Schneider Residence 890 Ruch Lane Southold,New York 6 A-2 rt y-p" Exiasong Foundation to Remain T-O" E.ristmg foundation to Remain .............................................. f--Edge of exist- --5'-G}"m deck to be remn with a tmg) • f Edge of ezisting 8"concrete fille 1 deck to be remveed - 5ona'tube,tyT.O.W.--I'-4'm,F.V. ar dowels to be drilled!epoxy ................................................. t foundation II to _ t &-MT into-sting foun a ion wall prior e0_ new wall 12'o.c-vertically,typ. 8"concrde tilledFOUNDATION PLAN LEGEND I5ona'tube,tyr. 1 m IRAWLSPACE Existing Construction To Remain .I I l EXI5TING ur s rr, i sJ CRAWL RR 8 `r........................................I a for to formm new wall I y a Existing Construction To Be Removed l:/tN t A 1 5PACE M5 rebar dowels to bE BI 9 ept copy frnm ZL'.. Poured Concrete Foundation Wall drilled!epoxy set into & o 1 Zi foundation wall Fl I review* doaxn�nts Stone/Brick Veneer -J alZ -Ile$ ���� q-3 2"o,c.vertically,typ. a C.M.U.Block Wall I 1 I I �+ D * / / a'S ---- Poured Concrete Footing I I 1 , I A55UMED EX15T. 5teel Column t I ❑ CRAWL SPACE wood column � � / �• r i - HW Z.B.A. 5ubmission 8-r-24 ❑ Post from Above J Gas meter EX15TING ' --- Beam Line F _ UNFIN15HED zPCEPIEIaEORAvnNoe ANDHTECTs PC CAHCARE FPUNERrroP S __ I I I I O I S U9EDBYL—CMINERCONTRI—.µel�xaE—T.$OR �j EY AFIE Not TO SEE Direction of Framing Above 4I BASEMENT I rj SuPPUERa CiNOTHERPR0uEOTsoa EORA T0NETOTHS A-2 b — I $a A-L PRouECTOUTEICE THE SCOPE OF THE w POsPEILa B.O.F. Bottom of rooting EX15TI MIS I I CRAWL ( I a�l CD• &tONN MCHITECraPC8HALLaFDEEMECTNEAUTHGRa j---�-'- -1 CRAWL I SPACE I I ��I RE R VE N iGHTS I ArCLAw.TO THE CO AiooTHER T of led a RESERVEORI ANOMoanoN rOrHE,1NOL oHrsmE T.O.L. Tor 9 ty EE t Qi— SPACE: z G. COPEDEEI.a CAN ORC aeoHEREIx.INoluuxouL T.O.S. Top of Slab I rECHncuoRAVMT.T PROPTEN ANo cAr+vo1 comEn,owuurEo,OR cwMERciulr Exrlareo,IN Edge of new P0El a wPARTLwTHanwRirrex AurHomunoxcr T.O.W. Tor of Wall I POPfRIGaSRONNA RICH SIRPc Steps above I I I I COPYAIGM N]9 AIL RIGHTS RESERVED a.Y Eq. Equal 4 Edge of existing I I ____ O I E�aaChiJ F.V. field Verify raised deck I I 2` NpislEg A eor abwe,to remain -J wJ aq O.C. On Center ---'-- — 41 g T.B.D. To Be Determined fu U.O.N. Unless Otherwise Noted S Q184� b A.f ..F. Above 5mshed Moor House trap rgJF OF N y� o-IiN.- fnmmg Notes: 1.) Provide solid blocking below all frame-11s. 3'-6" Existing raised deck &isdng House to Remain ' 6'-6' 6"± FOUNDATION PLAN 2.) All dimensions are from framing unless otherwise noted. a 3.) Use(3)2x8 headers for windows and doors unless otherwise noted. 4.)Wide flange beams with offset Pont loads from abwe to 6 rece-web stiffeners below offset point load,typ. A-2 or..ireNxme.. 0 FOUNDATION PLAN `� -- ------- - POSPISIL&BROWN ARCHITECTS,P.C. FLOOR PLAN LEGEND IExisting Constructor To Remain www.pospisilbmwn.waa {F b atmg Constructon To Be Removed 141 Hampton Road T:631.283 3465 •----'- Southampmn.NY,11968 F:631.283,3593 > New Framed Construction Poured Concrete C.M.U.Bock Eq. Equal Centerline Schneider Residence F.V. Reld Venfy O.C. on Center 890 Ruch Lane T.B.D. To Be Determined Southold,New York U.O.N. Unless Othermse Noted A.F.F Above F—hed Floor 6 9'-0`proposed raised /{_2 I 6"Exist.deck deck over footpnnt of {i to be removed —bng deck on grade 45'-9 " 1 i 29'-2"±(Cxistng to Rcmain) I 16'-7 `±(E-tmg to Remain) 'I T-0" 3' ...gtpM.............4pp7............ :F—Edge of existing deck to be removed ...:............................................ ' f, � b New Y / to be removed tt(( Edge of t er exising wtdoor show 0 4 Outdoor — ------ 1j Remove exist. in b steps and platform Shower t? NEW ENTRY v STOOP ------------ NEW DECK a 7-t4 ROOM se k A-3 ................: BEDROOM#I mi r---------------- No��e m from ZC4. — I Bldg Pt coPY I Fina reviewed docum+nts j ❑ —7q-7a- ..............:.... i LIVING ROOM �'�� Dat Existing 4 new I m decks to be at I I CL. CL. same lave) 'U = pN L-------�----- I I BAN �o I _ 5 z.B.A. sBbm�Bs�on e-s-24 Currently PermittedNov. y� EXISTING I W, p PoBPISIIS -aAMCHTEMPnCTOAT1 MAPEnAOR�� OF ! DECK BREAKFAST I Z O I = SO ELYW HRESPEC TO TH9PRO ECT T E PRE NOT 100E jDO USED SY THE OWNER CON7-CTOR SUBNNTRACTORS OR AREA Ref. SUPPLIERS ON OTHER PROJECTSOR fOR AppTpN3 TO THI9 I No cn.,ycn.,s. KITCHEN CL. I p I PRIM CUT&MTHE SCOPEOFTHEwnRxP P-1 " I "° "°9° — HALL_ BEDROOM#2 z ue ooaE a mai PacHu Ban°EU EOMm�wo s 'E Exist.roof I BATH oEsioN eHOM+Aw ceseRi DT Eav°INCLIroiNo r,LL m TECHNCK wuwNDB,ARE PROPRIELMY PND CFNgTBE overhang--yl —" I 3 Shower O I coPiBo,OUPurnreD oR coNrnERpuLv E%PLOnED,m Shower w+oLEoaw RraT vnTHouT wmTreNT,urHORirAnON OF _ FPoSPIEIL a SROVrN MCM7E -PC —. � COPYRNiHT iO]a MLRIONTS RESERVED 8•.t s;ENE.AR,hT Q4. F`OLMf3A fCl R`t oq i a o1g4� 4- 3'-6" Existng rained deck Existing M--to Remain I s�4rfOFNei y� o�wy N.m. 6 A-2 FIR5T FLOOR PLAN Q:FK,5T OOR PLAN Scale:ya'= 1'FL_c' T'op of Ex,sdng Fmished 6 P'r,mary Wdge I Top of E,,sdng Iffn d Efl" +15- FV I}" - 5 Primary Wdge ±' ' A-z POSPISIL&BROWN t 1-_. Top of E-tmg Finished [y J / -,+15'-1}"±,F,V. J . . _ _'.,_:.,-_.- _..--..-_'._._.. ,-a - - - - -.._ - _.._.._.._.............. - - SiecondaryWdge - _ .................._ [ I1 Top of&Ishngfimshed ARCHITECT C i ''_t', It`'i:,TIE`,1{.Jlf, Y .. .. .. .. .. .. .. .. .. ..J'. c� I II I rl I .II _. - _, -. - ._..-..—/ JillSecondary Wdge J,P. I,rl 1 III; il Ill lll j1, Y Y Q,. EII P.+14'-10"x,F.V. ._ - 1 ,J.- III' -.._ ._ _.._ _..-.._.. -_1-- it L1 tIL 111�`?I :l�li ltl,7 111I>LI , 1J , L,i 1!�.. Rue a F- nBhed EI".+l a'-1 o;"+-,F.v. 1 r r� I 1,. I'TIJ �IJI II 1 L .G ., .. ..-.,-.._..-.._.,- _ 12 + LJJI - 1 h L 1 I. _ To of Enshn F n shed L; �j-_•- .;,Lii, ,r.-..o. ...L,,yc..ili.. 4.. _ _ *'.,, _._._.—._.— _.._.._.._.._-!� g @ 9 -.._. _.._ -. .I} 4. 1i _„< ' L, _ �6+ _..-. _ P 9 +12 I 'a`: '`"]`" 1 .I .1 l�I I'�]I i -:it . ,I I :'{'. j �. Elie +1 I'7q"±,F.V. 2 I 11;I. �'j 1 Ik.l. _..-.,_.. Wdge @ Dming Room J II �( J `� - 6±� J),h,111�, J;;, J� !,J � F_+I I'7$'±,F.V. www.pospisilbrowncom 6_p L,I {ITrI,_LJi i1111 lI,J:J 11;�1,.,:� 1 r,_1,:-.J lJ-II I:I III]tLIL',_l-lfl, ,rJT"JjlI� .J,II,ill,iJ .ILI L,_II_I .V I .1,1 .1 L�; \ Lo ofEz;stm Flmshed 7� �l { I, J�!I I,;J .I .-Ili;l, I_I'lll,11I .I,iL_I_11:, JJI -,i 'JJV- JL IJ ..�I 11 ,l _LI IL,, IJiil_.i4 J.�' J!_J,.1 LJ_ P g I1,_,"I I! ,, u- I I:IJ,I-I' 1 l.l,l) IL1�.I-, .,1 �... 141 Hampton Road T:631.2833465 '1,tL IJ1 .IJ1.I;1I III lit I1 .jLJ t I' South�m o {l�lllJ! I111i 1 1,"1 Jrl,,J11 IJIL „ 'i Y,11 i ;lii AJ; al;, „-„- /L Wdge@Master Bedroom L-,I;II,t, J,1,11,.�II r' 1,4;tJ-11 11",I_Llh,_,,o I, p n,NY.11968 F:63L283.3593 r w,J-U�.; li 1,I .�il I; '' 1111�,111 L1-Il 11 'll' 1 1 J,�11N �I_ .,...n l -i ii ,.,I J J :, Euev.+l l'5"±,F.V. y 11 ;.�f ] (,1 11 I` _ IL:L.;1 lI .Jl,I. 1.TI 11: �, 1 1 .Ju- P ll �I ILL li. }l L, f, L r 1,.I 4 1:J. 11r. 1_ :" 11 L _ ii.° - -- 1 - - Pj- - -- - - -- chneider Residence , _ - Top of Exlsdng Fmshed . Top 890 Ruch Lane —..—. - — — -- -- — - -- — EI E a-o — — - .._.._.._.._�L Floor @ Frrsr Ivor Southold,New York I - 'I- ExlstGng House(To Remain) New Deck I New Deck/5ta,n Ex,sting Deck(To Remain) FRONT (WEST) ELEVATION 'F -� I Q==SIDE (SOUTH) ELEVATION 5cale:Y4"= I'-O° Scale:Ya° 6 Tap of E snug F,n,shed Pn,mary Wdge rJ F.V. A'2 �.._ -. / -..-..-..-..-..-.,_.._..-..- _ Tole d Ensnng Fmished T -,r-,, �� ..-.,-.,_..-..-..-..-..—/ _-�5ccondary Wdge .._..-.._..-.._,.-..-.._.._.._ _ - _-�P°P d,&I'ds9 nshed � -1 .�.,. - ,. -J77h11. _ ._..-.,_.._ .-. - .-. _..-.._ 12 .I 1.. I ..-.._.._..-.._..-.._,._ F, 2 J f J 7 L!I 1 )"� III 11 Elew,+141-I ±,F.V. - }"±,F.V. I 1': 11 11 f �I 1 12 1 IIII — 6*U Il 11 Il {1 G � LLIIJJJ��' Il 1911 iJ I111il JL 1.7 III BUILDING PERMR 11i� 1- II 1 Illll rIIL.I 1L1' r.. 1.JJJJl �Jh,�.`,� i + 4ll .-Y-��LLf��11f r- I�± —BUIIDING PERMIT— -� w�of5,91,-erPB heel BATH ADDITION �=r 1�1 I�� �,LI' , ,L.,I ,�-,,,,IL 4, .f T 1 1.I1,IOBTAINED I Ili Il IJ j 11 lIi`y, 1L'1TILI 7:. OBTAINED FOR BATH ADDITION .. .. @ „ e ', ,I I l 41 L Top of Exlsdng Flmshed _i..- 12 G± .._. _. _ ._.._ ._.. Wdge @ D,mng Room I I I r _ Elew.+12 9 t,F.V, L l l_., �iJll l'I_u Lj1 Illy aLL,._,J 11 .I l I1JI�I1111 (r�JJ I ', LlJll II,1,j 11-I I 1 1;, J,1' _ Q ri: 14 91 1�1 4 i)r 12 I'7q+,F.V. 'Ili n 1 ! III_1¢- T of Exsd Flmshed ,I it Il ';L 1J1L' Ili. �I 11 1111 1,�I�II 111, 'l l 1' jl' II` 1 J1_ t L 1 In- IL J11�' ('r '�I 11; �IuJi[ I,1:1 I, ,i I11J lI JI �P "g 1J :t;. -llL 1J., i :I- IiI ,I,i_ 117 L!i4IEgg+@MS+e Bedroom 1- Top —_�Floor f F t Floor.h� Top of Ex,sdn Fmished Elmv. -..-/L FIo@Flrt lour -„-, o s I — — — — I — — Bldg pt copy frrlm ZEA, Fina r viewed d cum*nts L 1 ZfiA Fi L_ Dit ; i , ng New Stabs I Existing Deck(To Remain) E-t House(To Remain) I New Add tlon I r-ting Housc�{�'1 I New Add,Gon I Ex,sdng House(To Rema,n) (To Remain) �-1—fir REAR (EAST) ELEVATION T,opolEx,BnngFinlshed SIDL (NORTH) ELEVATION 3 — _ _ Pmmay Wdge Top of Existing Fmshed `1' Pr,ma Rd c Z.B.A. Submss,on 8-6-24 Scale:Ya°= I'-O" Ellev.+15'-I}"±,F.V. /L ry 9 Scale:Ya"= I'-O" �- Eel+15'-le±,F.V. Nw �� THE6E DRAlMN08 ANOePECIFlCADCNB ARE THE PROPERTY OE POBW61L 4BROIANARCHITECT6,PC ANDAREFORU I _ — — _ — _ — — — �� 60LELY WITH RESPECT TO THIS PROJECT,THEY ARE Nor TO BE ..—.._.._••--..—..—.._.._.•—..—• _.._..—..—.. _.._..—..—..�.._..—.• USFD BY THE OWNER CONTRACTOR,ill OR BI,PPLIER.ON OTHER PROJECTS OR FOR AIri—TO Tllb BUILDING PERMIT PROJECTO-EETHEBCOPEOFTHEMRx ro 1-9 OBTAINED FOR BATH ADDITION Top of F.,l Rmshed BROWNARCHITE—Po fiHALL BE oEEMEOTHEAUTHORB ANOIS�M RETAIN ALL COMMON LAW,—TO TUTDRY ANO OTHER W,New@ Master Bedroom WHOLE OR mPATm wm,ouBE.HEE..I-zan aP R—Ow 4 New )2'elon rECHN,cAL a+avnNca,ARE PROPm I-Armri,NN M coPvatwrtN IA AAiLRn,OLT ITTENEo OE6C 1.N HEREIN IN0.W,NOALL ELev.+12'9"3,F.V. Top of Fmshed Cn6ng @ COPIED.MKIOATeO,CR—E-ALLY EXKOTMIN Uv,ng Room H,gh Point cw TS.PC ✓ I Elev.+I a-8}'"±,F.V. Top of Double Wall Plate @New Add,do" T of Fmshed Ceding a..r _ +8'- F.V. .._. _..-.._. _.. .. .._.._. _.._.._.._.._.. @ Ex,st.ng B th /;E'Eu aa�MAr . _. I _ +T-I CQ'±,F.V. eA'JNOrMEga qcf i n a , �k- _- - _--_-- S��rF OF NE'H N� _ Breakfast Area ntchen Hall Bath Bedroom#2 New Bath Tap of Ex,Btmg FTml i _ Floor @ Rrst Floor Living Room Hall Bath Top of ExsGng Fmshed w.wPa wPW -.. Pe,v.a-a .-..-.. ( .-. -..-. 1 ..-..-..-'� rst Floor 1 EXTERIOR El EVATION5 t BUILDING 5ECTIONS Unfinished Basement I New Crawl 1 Unfmished Basement 1 11--------- ---- -------------- ------ ---------------- ---- — ---- / v 1 UILDING SECTION (LOOKING WEST) BUILDING SECTION (LOOKING NORTH) Q 1 5cale:Ya"= I'-O" Scale:Ya" I POSPISIL&BROWN ARCHITECTS,P.C. - www.pospisilbmwn.com 141 Hampton Road T:631 283.3465 Southampton,NY.11968 F:631.283.3593 Pmled N"m. Schneider Residence 890 Ruch Lane I j Southold,New York I — I I I I I -- --- -- - - --- it I I I I I 5haded area represents I I II I assumed exist.framing, G.C.to v fy condition I 51naded area represents existing floor Centerlme @ beam,post a pier foundation I joists,to remain E-tmg siding,to rcmam I Decking to notch existing,typ. ' To of Flmshed Flow Ezisbng sheathing, P l I Top of F nest.Finished G.C.to veil @ First Floor y _ �Fbor @ Pvst Floor EL.0-0' _._..-.—-•.._..Metal flashing — EL.0-O",Align with peisting(F.V.) `-`-` +1 I — — — _ _.--` _ h Top eaf Rnlshed Deck � -.-. c N (ahgn with ealsdng) Bluestone Blockig as regwred 1 x8 deck skirt board J ., 2.4 vertical fascia su ort,sta eyed I Joist hanger by'Slmpsoj ° L ° " I— PP 99 / or approved equ • I x 12 deck faxed board -� ured 2x8 ACQ rim board with la,3 bolts tor-tl g Ird�raml,3 - h Top of Wall (�Ncw Porch w/staggered Wood spacers EL.-1'-4"±(F.V,) 2x8 ACQ deck joists @ 1 G"O.C. ` 3-21110 ACQ dr d beam 'i ri shaded area represents ° . 1---Sand Pill opre assumed pint,foundation, —I ( Post cap connector by G.C.to verify condition 1 Simpson'w approved equal P I b I Bldg Dept copy fmm 7LAlm GxG post ° I Fir al reviewed doarnts Elevated post base by Simpson'cr approved equal � I I Z A Ile* � 7�"l Top of Poured Cori—te 1— - e I Da,to h Foundation P"' EL.- -2"+ , - 5' Gravel fill below deck Z_ .B.A. Submission 8-G-24 8"concrete Filled'5ona'tube < Shaded area represents-Sting . I hEBE ORAvnNDa AND ePEc1F1rATwNa AaE TNEPROPERiYw PMPISIL a BRONN ARCHITECTS,PC ANDARE FOR USE fOUndatlOn wall,t0 remain SOLELY W TH RESPECT TO THIS PROTECT THEY ARE MOTTO aE ° USED aV THE CiNNEN,CONTRACTOR,SUS—ITRACTORS OR SUPRIERS MOTHER PROJECTS OR FOR ADDITIONS TO hub N Continuous poured concrete n . I PRO—OUTmoa THESCGPEOFTHEwoax POEREILa foundation wall(4000 ) ETAINAumRM—STA UTORVANDOTrER Psi II BROVaJ MCMTECTB.PC BULL BE OEEMEDTNE AUTKKfRa HDRI`4 N4 dOWCIS IB"O.C. II RESE—D RIGHTS,IN ADDITION TO THE COPYRIGHTS THE d @ TTEE-CA-DRR-IiOWN uos,.REIPROPRIETamYANDD—NOOT SE CORE2-R5 re-bar continuous,3" 'I I INHOLE ORIN PART W�H TTMvnITTOw Aur ORR-TIONNOF From top and bottom I I POSRBIL a SROAN ARCHITECTS,PC e ° T m»Au.—RESERvsD 2x4 continuous key JointcoP\'RwN I I III I I 0 I /S�EttE,ARC f ° ,Top of New Concrete FootingNOLMESA Fat ffff a EL.-5'-G�'-, Nign with-strg(F.V.) Continuous roureJ cony G a° ° f-tmg(4000 psi) ° •a° _�__=_==JJ � � Lrr means�t M4 re-bar hors.@ 18'D.C. C_____�- OF HE e 3-N5 re-bar contmuous,3" L —— ———— J A ° °• from bottom and sides o''M°°wp1• 5ECTION @ NEW ENTRY a a 8" STOOP d DETAIL @ NEW Bottom of Poured ° ' ° . ° . RA15ED DECK }� Concrete Foundation Pier a.Mnv w°a.r DETAIL @ NEW RAISED DECK 0=WALL SECTION @ NEW ENTRY STOOP Scale: I�= 1'-0" it- D i STRUCTURAL PLAN LEGEND POSPISIL&BROWN ARCHITECTS,P.C. •i 3 J`Da.Steel Column L_J k❑) 3-2x6 Post. Unless noted otherwise waw.posps°b°w `°m 141 Hampton Road T:631.283.3465 Soutb amptom NY.11968 F:631.283.3593 ❑ Point Load From Above ❑R Point Load From Roof Pm�ecl Mnw ——— Beam Line Interior Bearing Wall Schneider Residence 890 Ruch Lane Framing Notes: � Southold,New York 1.) Provide solid blocking below all frame walls. 2.) All dimensions are from framing unless otherwise noted. 3.) Use(2)7 n L.V.L.headers for windows and doors unless otherwise noted. 4j Wide flange beams with offset point loads from above to receive web stiffeners below offset point load,typ. 5.) Roof rafters shall be doubled-up wherever double collar ties are shown. .............................................. (2)2.8 ACQ Beam 2x6 pressure treated D.J.@ 16"a -�\ (3)2x 10 ACQ DNDFpFed Beam i i a '------- Id Pt copytrr z ®vted��+d+oa+m+K+ts E I ' 'fib 1 2x8 Pre55Ure-rte3ted N — N 1 Il D.J.QI C 1 S � v 2x8 ACQ i Ledger board ............... 1 1 I Z.O.A. 5u1,—,ion "-24 O G 1 Nor 1NESE IXUN�NOs RNDBPECIFIG1pN9RRE 1HE PROPERTY a r11 �t I F06R—HRESPEOTTD Ts,PCe AREFORUSE Ly ax.ELY TIE RESPECTTOTNI9PROIECi THEYR C NOT O BE USED BY TIE OWNER,CONT—DR—TRACT—TOR 1 I I BUWU OUTSI—ER ETIESOx:C1TORFORRODIilON9 i0 TNIe PR I OUTSICETNE SCOPEOFT�EEMED TIE AND RIN—C-PC SHALAW BE DEEMED iNE 1'NER ` ❑ RNO RETRIN ALL COMMON LAW sTRTIRO RIGITNER j DESERVED RId AN IN PWITCN TOREI.,I tRI-THE DETIN SHOWN KA DESCRIBED RETA,INCI.IAINO AU (3)2z10 ACQ Drop2ped Beam S S TcoaIED,DwL°RiD�.—E 1Ei—TEDm.RTi� �� O VrnOLE IN PRNVATNO WRITTEN RUTIpR1UTON OF POS%SIL fl sROMAI ARCHITECt9 P C = OOPYRIOHT 2019 KL RbHTB RETEIrvED IF_ — Q VT VT I � ARCH/l� J q Fxisting 2x6 F.J.'s @ r—t-3 2x(;F.J.'s @ E—br,3 24 F.J.'s @ remain) I 16"O.C.(tD remain) / 16"O.C.(to remain) m P OF NO ------ FIRST FLOOR FRAMING PLAN P Name« 77 FIRST FLOOR FRAMING PLAN I I i d VL POSPISIL & BROWN R U C H L A N E ARCHITECTS, P.C. Edge of Pavement ARIENIDMENT S www.pospisilbrown.com Property Line _ 141 Hampton Road T:631.283.3465 Q = Southampton,NY. 11968 F:631.283.3593 t1— J Existing utility Existing pole (to remain) water meter (to remain) o • L : IL ' Project Name: New Driveway Schneider Residence I :E Edge of exist walkway I to be removed 890 Ruch Lane Southold, New York 35-0" Front New walkway Yard Principle Building Setback _ Existing outdoor shower, to be removed � 9, f" 'Obtal t I Ion Property of: Donald J Schneider J Pamela E Schneider New stoop Y 2 I �\\ e Situate: New outdoor :•••••••• `;�` ` EXISTI \ shower STORY•.11 —� Existing AVC \ unit (to remain) Town of Southold I\ l(TO,.REM Suffolk County, New York L\ Existing basement \,\ \ \` \I access (to remain) Area: 7,957 S.F. ' SCTM No.: ' f\, I 1000-5 2-02-3 1 o-G Zoning District: Jul IExist. Deck,_ R-40 (Residential) I \g.........: to remain (Deck 2) 1 I'-83/a' Ne'v I Survey Provided By: 01 Raised;Deck:.. I 1O'-43/4" (Deck3) WN -4 Peconic Surveyors, P.C. :..........�.......... / ( P.O. Box 909 New wood stabs 230 Traveler Street Southold, N.Y. 1 1971 o � � i i 7I Permit Set 1-29-25 Existing cesspool Amended for deck stoop pursuant to ZBA O I cover(to remain) approval (original Builclincj Permit#509G8) � I � Revision #2 9-5-24 Revision #1 8-20-24 Date: LOT COVERAGE Z.B.A. Submission 8-G-24 Ex15t. Deck, Note: EXIStIn wood to remain Top of Bank ' THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF House= I , 138.05 5F g (Deck I) POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE stairs (t0 remain) SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS Deck I = I . s (existing) to remain) PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS Deck = I I i s existimg to remain) Existing wood AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER Deck 3= 12 1 .5 sf (increaised by 48.8 sf) 5talr5 (to remain) RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL Deck 4= to be removed TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE � ) 13 I COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN m of Bank WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. Decks Total= 332.2 sf House � Decks Total 1 ,470.25 sf COPYRIGHT2025, ALL RIGHTS RESERVED. — o Allowable Lot Coverage = 1,470.8 sf CL Seal: BUILDING PERMIT MF * .� ` ( �,``���, OL RCy/lF0 OBTAINED FOR removal of deck 4 at frontit door reduces lot coverage by 62.2 SiOos hl �o BATH ADDITION h tv 9 W sf. la n a Replace w/ new 7 b 4� stoo � ste . Since ste s � stoo is t , e p Y p p P p r EXISTING TO REMAIN Ti e Lin, Q • .............................................................................................. less than 30 sf it does nofit count towards lot covera e. a 9 ::::•:::::•::::::::::::::::::::•:::::::::::::::::::::::::::::::.:�:::::::::::::::::::::::::::::.�::::::::... ..... — LO ED CELL SPRAY FOAM 1 � .. C S ► 1 :::::. : INSULATION MIN. R-42 TOTAL ..................................................................................................................................... . ............ SU .. ( ) ADDITION -- @ AR 01 05 s 8a � T .. ; : ::.` ` : :; . ..`: : :. EXISTING T R.EMAIN : DRAWIN G LIST of E40 yO--- Drawing Name:�� ATT INSULATI A-0 SITE PLAN ::: .: ........ ..... :::::::::::::::::. (MIN. R-2 1) @ ADDITION . :.. ............ .. ............. .............:................ ..... A-0. I TYPICAL DETAILS SITE PLAN BUILDING EXISTING TO REMAIN BATT INSULATION (MIN. R-30) A-0.2 TYPICAL NOTES DEPARTMENT INFO @ADDITION F_I FOUNDATION PLAN I �J A-I FIRST FLOOR PLAN A-2 EXTERIOR ELEVATIC)N5 BUILDING SECTIONS Drawing Number: A-3 WALL SECTION @ MEW ENTRY STOOP t DETAIL @ NEW RAISED DECK 5-1 FRAMING PLANS SITE P LA N THERMAL ENVELOPE (Lookinci We5t) 2D © j Scale: I " = I '-O" �� Scale: 8" = I '-011 I° UPLIFT CONNECTIONS(IF APPLICABLE) HOLD DOWN CONNECTIONS(IF APPLICABLE) DETAIL AT DECK(IF APPLICABLE) RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND(ASD) -"•' SIMPSON STRONG TIE RAFTER CONNECTOR SIMPSON STRONG TIE RAFTER CONNECTOR (POUNDS PER CONNECTION) HDU4-SNHOLDDOWN MIN.DISTANCE POSPISIL & BROWN Refer to table R 802.11 of the I.R.C.2018 RIDGE t2• HDU4-SDS2.5 2-t6d COMMON MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B RIDGE 12" NAILg(�6'o C. ARRIAGE BOLTS LARGER THAN 1 1/2" HOLE ANYWHERE EAN WEB OUT- RAFTER FOR Fl7LL LENGTH NO FIELD CUT Ultimate Design Wind Speed V(ult)(MPH) RAFTER FOY BE CUT STUD HOLES IN IN CANTILEVER F----12) 2X GIRDER HATCHED ZONES SIDE OF HATCHED ZONEDO NOT CUT OR ARCHITECTS, P.C. o ORAFTER6"BLOCKING @ O „ 0 6" NOTCH FLANGE. RAFTER OR ROOF SPAN 12p 130 140 TRUSS SPAN (feet) ROOF PITCH ROOF PITCH ROOF PITCH o o EN WALL 0 OF <5:12 >5:12 <5:112 >5:12 <5:12 >5:12 0 0 0 0 o WOOD POST 6' L1 2 X D 1 D1 12 2 X L2 D2 6• 6" 12 93 85 126) 117 162 150 MINIMUM INIMUM 18 118 108 162 149 209 194 ''' �' OST ANCHOR (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE HOLES EXCEPT LSU SIMPSON HOLDDOWN PERMITTED IF THE GROUP PERIMETER MEETS os www. isilbrown.com KNOCKOUTS) DO NOT CUT HOLES IN www.pospisilbrown.com 24 144 130 19✓8 182 255 237 HDU4SDS2.5 REQUIREMENTS FOR ROUND OR SQUARE HOLES. CANTILEVER REINFORCEMENT. 141 Hampton Road T:631.283.3465 16"O.C. 28 161 145 22Z 203 287 266 TABLE A•END SUPPORT Southampton,NY. 11968 F:631.283.3593 STRUCTURAL RIDGE BEAM . • MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT 32 178 160 246 226 319 295 ONCRETE PIER•�DETAIL RIDGE BOARD DETAIL CATHEDRAL CEILING • � JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DETAIL HOLD DOWN CONNECTION BETWEEN FLOORS 36 194 176 270 247 351 325 SCALE:NOT TO SCALE SCALE:NOT TO SCALE DEPTH TJI® 2" 3" 4" 5" 6%" 7" 87/' 11" 13" 2" 3" 4" 5" 6%" 7" 87/" 11" 13" 42 221 198 306 281 399 370 SIMPSON STRONG-TIE LSU SERIES SCALE:NOT TO SCALE t " " SIMPSON STRONG-TIE ITEM:CS20 OR LSTA 15 LSU26-2x6 DETAIL TYPICAL DECK RAILING/POST ANCHOR 9Y 360 V-6" 7-0" 3'-0' 4'-0" 6'-0" l'-6 7$" 3-6" 6-0" 5'-6" 48 246 1 221 343 1 314 447 414 LSU28-2x8,200,202 117/" 560 V-0" 1'-0" V-6" 3'-0" 6-0" 5'-6" 8'-0" 1'-0" 7-0" 3'-6" 6-0" T-0" 7'-6" 8'-0" Project Name: PROVIDE CS20 WITH PROVIDE CS20 OR LSTA 15 SCALE:NOT TO SCALE 5)8D COMMON NAILS @ EACH SIDE. SIMPSON HOLDDOWN (2)16D COMMON NAILS 14" 560 V-0" 1'-0" V-0" V-0" 2'-6' J 3-0" 6'-0" 9-0" V-0" 1'•0" 1'$" 3'-6" 6'-6" T-0" 9'-0" 10'-0" PROVIDE @ EA.RAFTER WITH(7)IOD COMMON NAILS HDU4SDS2.5 @ 6'O.C.OF STUD FOR FULL LEFNGTH " " " " PROVIDE @ EA/RAFTER WOOD BEAM 16' 560 1'-0" 1'-0" 1'-0" 1'-0 1'-0" 1-0" 3'-0 6'-6" 10'-0 1'-0" 1'-0" 1'-0" 1'$" 5'-0" 6'-0" 0-0" 11-0 2'-0" ALLOWABLE DEFLECTION F STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Refer to table R 301.7 of the I.R.C.2018 Refer to table R 301.5 of the I.R.C.2018 SIMPSON BC COLUMN CAP SIZE AS REQ. TABLE B•INTERMEDIATE OR CANTILEVER SUPPORT Schneider Residence ALLOWABLE USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER DEFLECTION16 MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT Attics without storage 10 PSF 10 PSF wooD POST JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Rafters having slopes greater than 3:12 With finished ceiling U180 Attics with storage 20 PSF 10 PSF BLOCKING ENDWALL DEPTH JI 2" 3" 4" 5" 6%" 7" 8%' 11" 13" 2" 3" 4" 5" 6%- 7" 8%- 11" 13" 890 Ruch Lane not attached to rafters 9Y2"" 7-6" T-O' 4'-0" 5'-0" 9-0" 7 " S-0" 4'-6" 6'-6" T-6"Attics 30 PSF 10 PSF a'; ign 3'-0" 4'-0" 5'$" 6'6" 9'-0" T-O' 4'6" 5'6" 7'-6" 8'-0" Southold, New York • FOUNDATION WALL 7 ' T-6" 3'-0" 4'-6" 6-6" 8'-0" 6-6" 12'- " 3'-0' 4'-6" 6'-0" V-17 10'-6" 11'-0"17-0" Interior walls and partitions H/180 Balconies&decks 40 PSF 10 PSF a • • a wooD POST o ,' 560 1'-0" 1'-0" 1'6" 3'6" 5'6" 6'6" 6" 13' 1'-0" 3'0" 5'-0" 7'-0" 10'-0" 11'-0'13'6" 15'-0" Floors U360 Guards and handrails 200 PSF 10 PSF o 560 1'-0" 1'-0" 7-6" 3'-6" 7'-0" 11'-0"15'-0' 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" Ceilings with brittle finishes(including plaster&stucco) U360 Rooms other than sleeping rooms 40 PSF 10 PSF s V DIA.ANCHOR ROD(ASTM A36) 7 MIN SIDE COVER " DRILL AND SET INTO TOP OF RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. Ceilings with flexible finishes(including gypsum board) U240 Sleeping rooms 30 PSF 10 PS FOUNDATION WALL HILTI HY200 ADHESIVE SYSTEM OR HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. All other structural members L/240 Stairs 40 PSF 10 PSF 9rEQUIVALENT,6'EMBEDMENT,MAINTAIN KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY I T ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. IMPSON STRONG TIE 3•MIN.To EDGE OF CONC. SIMPSON PBS >r°.: ' FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND '' ;.p ' • ~ '' Exterior walls wind loads with plaster or stucco H/360 Roof loads(Adjustments per table R301.6) 20 PSF 20 PSF HURRICANE CORNER HOLD DOWN-OPTION COLUMN BASEPT10N TIE MODEL N0.H2.5A SIZE AS REQ .4, HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. SIMPSON STRONG-TIE ITEM:HDU4-SDS2.5 Exterior walls-wind loads with other brittle finishes H/240 Garages 50 PSF 50 PSF @FA.RAFTER PROVIDE @ EA.oursloE EXTERIOR WALL CORNER(SEE PLANS) DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES,FOR OTHER LOAD Exterior walls-wind loads with flexible finishes H/120 SIMPSON STRONG-TIE ITEM:H2.5A SIMPSON STRONG-TIE ITEM:LSSU SERIES CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. MODEL PER RAFTER SIZE Lintels supporting masonry veneer walls U600 PROVIDE @ EA.RAFTER PROVIDE @ EA.RAFTER DETAIL CORNER HOLD DOWN-OPTION DETAIL TYPICAL PORCH BEAMICOLUMN ANCHORS ALLOWABLE HOLES - TJ 1®JOISTS DETAIL HURRICANE CLIP DETAIL HIP-RAFTER CLIP SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE p}bearing plate by simpson FASTENING SCHEDULE SIMPSONDTT2Z IMPSON STRONG TIE WITH tl2'0 GALV. Refer to table R 602.31)of the I.R.C.2018 HURRICANE 'tread rod THREADED ROD WITH TIE MODEL NO.H2A NUTS AND WASHERS FLOOR SHEATHING NAILED Description of Buildi Element Number&Type of Fastener Spacing and Location @EA.RAFTER (INSTALL AT EVERY 6'MAX.O.C.TO JOIST WITH MICROLLAMO LVL 2 X DIAMETER OF THE NOTES: p ►xg min.edge distance OTHER DECK JOIST) HOLDDOWN AND PARALLAM® LARGEST HOLE 3 DEPTH 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. J ouble 2x min. PSL HOLE ZONE (MINIMUM) 2. ROUND HOLES ONLY ROOF FRAMING A34 A3a for header or beam3. NO HOLES IN CANTILEVERS. 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. 1 Blocking between ceiling joists or rafters to top plate 3 8d common toe nail d 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN 2 Ceiling Joists and top plabe 3-8d common per joist,toe nailMrs3oILLUSTRATIONS AND TABLES. 3 Ceiling joist bit attached to parallel rafter,laps over partlitions 3-16d common face nail MTS cnw}coupler nut by slmpson 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE DECK JOIST STRUCTURAL ENGINEER. 4 Ceiling joist attched o parallel rafter(heel joint) 4.16d common face nail(refer to table R802.5.1(9)of the I.R.C.2015 min.end distance �0011MICROLLAM LVL AND 5 Collar tie to rafter,face nail or 1�"x 20 ga.ridge strap tco rafter 3-I Od common face nail,each rafter LID JOIST PSL PARALLAM HEADER MAXIMUM ROUND 6 Rafter or roof truss to plate (SOLID 2x JOIST OR 2X L/3 ALLOWED HOLE ZONE U3 DEPTH HOLE SIZE 3-10d common 2 toe nails n one side 81 toe nail on each side SIMPSON LUS BLOCKING) DETAIL HOLLOW COLUMN CONNECTION HANGER 4/' 1" 3-16d common toe nail �" 13 " 7 Roof rafters to ridge,valley or hip rafters SCALE:NOT TO SCALE 12 P.T.LEDGER WITH 7V to 20" 2' or roof rafters to in.2"ridge beam 2-16d common end nail W THROUGH BOLTS @ SEE ILLUSTRATION FOR RAFTER CONNECTION TO RAFTER CONNECTION TO 16'O.C.STAGGERED DETAIL TOP PLATES&STUD WALL DETAIL TOP PLATES&STUD WALL(wl HEADER) CONTINUOUS FLASHIN ALLOWED HOLE ZONE (PROVIDE ADDITIONAL WASHERS AT THROUGH BOLTS TO SCALE:NOT TO SCALE WALL FRAMING SCALE:NOT TO SCALE PROVIDE A 1I4•MIN.SEPARATION FROM THE BUILDING) 8 Stud to stud(not braced) 16d common 24"oc face nail SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: DETAIL TYPICAL ILEVEL LVL PENETRATION SCHEDULE AND DETAIL A34 I8GA 1-7/16'x2-1/2" A341WA 1-7/16•x2-1/7 TYPICAL DECK JOIST TO BUILDING 9 Stud to stud and abutting studs at intersecting wall comiers(at braced wall panels) 16d common 16"oc face nail USE 8-81)-PLACE @ 16.O.C. USE"D-PLACE @ 16'O.C. CONNECTION DETAIL NOT TO SCALE • " SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: CS20 '• s SCALE:NOT TO SCALE 10 Built-up header(2 to 2"header with spacer) 16d common 16"oc face nail MTS3016GA 30'LONG MTS3016GA 30'LONG 11 Continuous header to stud 4-8d common toe nail USE 7-1 OD NAILS TO RAFTERS USE 7-10D NAILS TO RAFTERS T MIN UM USE 3-81)NAILS MIN.TO PLATES USE 3.8D NAILS MIN.TO PLATES 12 Top plate to top plate 16d common 16'oc face nail USE 7-101)NAILS TO STUDS USE 7-100 NAILS TO STUDS ° (3)LVL 8" 16" face de 13 Double top plate splice for SDCs A-D2 with seismic braaced wall line spacing<25' 8-16d common nail on eec a each THE CODE REQUIRED MINIMUM CENTER TO CENTER SPACING FOR NAILS LTP4 d q1r 5/8"0 A307 BOLTS (mi n.24'lap splice each side of end jam) USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE .14 Bottom late to joist,rim joist or blocking(not at braced wvall panels) 16d common 16"oc face nail e •15 Bottom late to joist,rim joist or blocking(at braced wallli panels) 2-16d common 2 each 16'oc face nail ,I 16 Top or bottom plate to stud 4-8d common toe nail 2-16d common end nail - -� - MTS30 AT RAFTER SIMPSON STRONG-TIE ITEM:CS20,LTP4 SIMPSON STRONG-TIE ITEM:LBPS ACZ N 17 Top plates,laps at comers&intersections 2-16d common face nail TO HEADERS BY Mil A 'SIMPSON STRONG TIE' PROVIDE CS20 X 24,USE 9-10D NAILS @ STUD&9-10D INSTALL 518'DIA.BOLTS: 18 1"brace to each stud and plate 2-8d common face nail LTP4 NAILS @ BOX&PLATE @ EVERY STUD 22STT1iOR:4 FF OM END PLATE SIMPSON R403.1.6.6 UNO SIMPSON STRONG-TIE ITEM:ACZ COUNTERSINK BOLTS 6" 19 1"x6"sheathing to each bearing 2-8d common face nail CL AR PROVIDE LTP4 20 GA.374117 LATERAL TIE PLATES, (MIN.2 PER PLATE) (2)FLITCH PLATES LTP4 20GA.3'x 4-1/7 SPAN USE 6.8D X 11117 NAILS IN PLATE&6-8D X 1 1/7 NAILS 20 1"x8"sheathing and wider sheathing to each bearing 3-8d common face nail LATERAL PLATES CS20 C T INTO BOX USE 12-8d x 1-1/7 NAILS LENGT DETAIL POST 8 BEAM CONNECTION (6 NAILS INTO PLATE, FLOOR FRAMING 6NAILSINTOBOX DETAIL DBL.SILL PLATE TO FLOOR TO STUD DETAIL SILL PLATE TOFOUNDATTION FLITCH BEAM DETAILS (IF APPLICABLE) PLACE @ 37 O.C. MIN.1Y SCALE:NOT TO SCALE 21 Joist to sill,top late or girder 3-8d common toe nail SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDE MINIMUM 718' NOT TO SCALE 22 Rim joists,band joists,or blocking to sill or top plate 8d common 6"oc toe nail END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END 23 1"x 6'subfloor or less to each joists 2-8d common face nail HANGER CONNECTION DETAILS(IF APPLICABLE) DETAIL FLOOR TO FLOOR CONNECTION DETAIL EXTERIOR HEADER TIE DETAIL 24 2"subfloor to joist or girder 2-16d common blind and face nail SAW LUMBER ENGINEER WOOD JOISTS Permit Set I-29-25 SCALE:NOT TO SCALE SCALE:NOT TO SCALE 25 2"planks(plank&beam-floor&roof) 2-16d common at each bearing,face nail 7MINIMUM (2)SIMPSON LSTA 21 L 1 (2)SIMPSON LSTA 21 Amended for deck+ stoop pursuant to ZBA SIMPSON STRONGTIEITEM:CS20 20 GA. SIDE STRAPS STRAPS a roval (orl final Butldin Permit #50968) 26 Band or rim joist to joist 316d common each nail 20 GA.38-L(PLACE @ 16'O.C.) 1-1/4'W x 21•L ° pp 9 9 CLEAR SPAN-2C (1)@ SPANS LESS THAN 6'-O'wl 16 foD NAILS gp ° 20d common nail each layer.37 oc at top 8 bottom&staggered USE 9.10D NAILS @ EA.END LENGTH STUD (2)@ SPANS GREATER THAN 6-W&LESS ♦ Date: 27 Built-up girders and beams,2'lumber layers 2 20d common face nail at ends&at each splice TOTAL OF 18-10D NAILS THAN 174r w/1610D NAILS ♦ 0 f I Z.B.A. Submission 8-6-24 p (ADDITIONAL NAILING THRU PLATES&BOX o A 28 Ledger strip supporting joists or rafters 3-16d common at each joist or rafter,face nail SIMPSON HD5A AT EACH END Note: 29 Bridging to fists 210d 3"x0.128" each end,toe nail a4 OF WALL INCLUDING WINDOW E THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF d9 9 to ( ) • •• t• '�°" AND DOOR HEADERS POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR ROOF SHEATHING SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS SIMPSON STRONG-TIE ITEM:HU7 SIMPSON STRONG TIE ITEM:MIT SIMPSON STRONG-TIE ITEM:AS 2X6 STUD WALL 16"Q.C. PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& 15/32 STRUCTURAL i PLYWOOD BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER 6" " a g field use 8d ring shank nails PROVIDE HU7 EA.JOIST PROVIDE MIT EA.JOIST PANELS INSTALLED VERTICALLY RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE Structural Panels 8d common g � @ @ 5'0"from gable ends&eaves) DETAIL FACE MOUNT HANGER DETAIL FACE MOUNT HANGER DETAIL POSTd BASE CONNECTION P T BOTH SIDES OF WALL. 6"O.C. DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL J EDGE NAILING AND 12"FIELD WITH TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE Diagonal Board Sheathing EDGE DUPLICATED,OR COMMERCIALLY EXPLOITED,IN SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE Threaded 10D NAILS 1-1/2'MIN. WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF 1"x 6"or 1"x 8" 2$d common per support Ro Studs PENETRATION INTO FRAMING. POSPISIL&BROWN ARCHITECTS,P.C. 1"x 10'or wider 3-8d common per support WINDBORNE DEBRIS PROTECTION(IF APPLICABLE) FRAMIN Floor Jost COPYRIGHT 2025. ALL RIGHTS RESERVED. Ceiling Sheathing(gypsum board) 5d coolers 7"edge/10"field seal: Table R301.2.1.2 NYS IRC Windborne Debris Protection T No.8 SCREWS 12"O.C. Install �tE� Af? Fastening Schedule for Wood Structural Panels WALL SHEATHING Structural Panels 8d common 3'edge/12'field Fastener Type Panel Span Panel Span Panel Span Q� °�M ES A �� WASHER(TYP.) t��P " OHO 1}'gaN.roorugnail, 'headd.,or1' " Less than or Less than or Less than or SIMPSON STRONG-TIE Structural Fiberboard Panels " 3 edge/6"field Equal E to 4 ft Equal to 6 ft Equal to 8 ft HD5A BETWEEN FLOORS Q crown staple 16 ga.1 f long Q q q 4D n 11 gas.roofing nail1 t IO d d.,or t• 3"edge a 16"field Na 8 wood screw 1l2"PLYWOOD DIAMETERS E ACHIEVE 01 05 MINIMUM OF SEVEN BOLT Structural Fiberboard Panels �" crown staple 16 ga.1}'Ions g based anchor with 16"O.C. 10"O.C. 8"O.C. � S+ 84 � Gypsum Wallboard IT) 1}g*.roofing nail;staple galv.1}' 7'edge/7"field 2"embedment length long;I t screws type W or S GLASS TABLE LOADS.THIS DISTANCE � Gypsum Wallboard(") 1 galv.roofing nail;staplegaly.1 7•edge/7"field No.10 wood screw IS DESIGNED INTO HOLD DOWN long;I?screws type wor S based anchor with 16"O.C. 12"O.C. 9"O.C. DISTANCE MAY BE INCREASED g qTF OF NE`N y (see table 3.9) 2"embedment length PLASTIC-COATED PERMANENT WOOD WITHOUT AFFECTING LOAD lei I 2-8d common CAPACITY,PROVIDED THE Drang Name: Diagonal oar Sheathing SCREW ANCHORS wi ) -This table is based n 180 ultimate design wind speed&a 33'-V mean roof height ANCHOR NUT IS NOT C S 1"x 6"or 1"x 8" 2-8d common per support -Fasteners shall be stalled at opposing ends f he wood structural panel.Fasteners shall be located a min 1"from the edge GLASS OVER-TORQUED,WHICH 1"x 10'or wider 3-8d common per support of the panel COULD SPLIT THE STUD. -Anchors shall penetrate through the exterior wag covering with n embedment length of not less than 7 into the building 1/2"PLYWOOD SIMPSON HD2A TYPICAL DETAILS FLOOR SHEATHING frame.Fasteners shall be located not less than 2�from the edge of concrete block or concrete. WITH SSTB20 A -Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors FRAMIN Structural Panels having a minimum ultimate withdrawal capacity of 1,500 pds. NOTE: 1"or less 8d common 6'edge/12"field WINDOWS-GLAZED OPENING ALTERNATE ANCHOR BOLTS MAY BE DRILLED greater than 1" 10d common 6"edge/12'field FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING AND/OR EPDXIED INTO FOUNDATION PER THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 APPROVAL OF THE ENGINEER. CONTRACTOR TO ASHER(TYP.) SUBMIT CUT SHEETS OF THE PROPOSED Drawing Number: Diagonal Board Sheathinc) 2$d common per support OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES ALTERNATIVE. 1"x 6"or 1"x 8" LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING 1"x 10"or wider 3-8d common per support TO WIND ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99.GLAZING CONFORMING �-T No.B SCREWS 12"D.C. 0;) 4el TYPICAL SHEAR WALL DETAIL (If Applicable) 1 Nailingrequirements are based on wall sheathing nailed 6"con-Center at the panel edge.If wall sheathing is nailed 3"on-Center at the panel edge to obtain hi her shear TO WIND ZONE II,MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. ro9 n9 [� 9 9 P 9 9 DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD capacities,nailing requirements for structural members shall the doubted,or alternate connectors,such as shear plates,shall be used to maintain the bad path. PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF OPENINGS PROTECTION TO WOOD FRAME BUILDING NOT TO SCALE ASTM E 1996 AND OF ASTM 1886.AS NOTED IN NYS RESIDENTIAL CODE. ALTERNATE TO 130 MPH &CLOSER THAN ONE MILE TO COAST UNE OR GREATER THAN ORR 2 When wall sheathing is continuous over connected memberrs,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. PROTECTION FORP WOOD FRAMED BUILDINGS CERTIFIED WINDOW INSTALLAn� PLYWOODPANEL WINDOW AND DOOR ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi &117/8'TJI/560SERIES MAXIMUM VERTICAL SHEAR-2,050 Ibs DETAIL: PLYWOOD DETAIL @WINDOW OPENING SCALE: NOT TO SCALE i GENERAL NOTES: 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION NOTES: FRAMING NOTES: HVAC NOTES: 0.0 GENERAL NOTES&SPECIFICATIONS:: ADOPTS WITH AMENDMENTS IRC 2018 CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL BUILDING CODES WOOD AND TIMBER CONSTRUCTION SHALL COMPLY WITH REFERENCE OR LATEST EDITIONS THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CHAPTER 3:BUILDING PLANNING INCLUDING CHAPTER 4 OF THE IRC 2018 OF THE FOLLOWING STANDARDS:NATIONAL FOREST PRODUCTS ASSOCIATIONS,AMERICAN CONFORMANCE WITH LOCAL CODES AND ALL MATERIAL AND LABOR UNDER THE SCOPE POSPISIL & BROWN 1. THE CONTRACT DOCUMENTS CONSIST OF THE OWNER-CONTRACTOR AGREEMENT,THE ARCHITECTS CONSTRUCTION PLANS, ALL CONCRETE REINFORCEMENT SHALL COMPLW WITH TABLES R404.1(2),R404.1(3),AND R404.1.1(4) INSTITUTE OF TIMBER CONSTRUCTION,AMERICAN PLYWOOD ASSOCIATION,AMERICAN OF THE CONTRACT.THE CONTRACTOR SHALL INSTALL A HEATING SYSTEM COMPATIBLE SPECIFICATIONS AND INSTRUCTIONS TO BIDDERS AND ALL ADDENDA(IF ANY). SECTION R301:DESIGN CRITERIA OF THE IRC 2018. WOOD PRESERVERS ASSOCIATION STANDARDS WITH THE EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ALL CONCRETE SPECIFIED BELOW CONFORMS VWITH TABLE R404.2 OF THE RESIDENTIAL CODE OF DONE BY MECHANICS SKILLED IN THE TRADE. ARCHITECTS P.C. OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE GENERAL CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN ONE&TWO FAMILY DWELLINGS(2015 EDITION) NEW YORK STATE. ACCORDANCE WITH ACCEPTED PRACTICEE. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLANS, 3. THE OWNER AND ARCHITECT HAVE ITHE AUTHORITY TO REJECT WORK WHICH DOES NOT CONFORM TO THE DRAWINGS.THE GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL CONTRACTOR,AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT,SHALL CORRECT ALL WORK REJECTED. SECTION R303:LIGHT VENTILATION AND HEATING CONSTRUCTION. WORK RELATED WITH THEIR RESPECTIVE TRADE,WHERE NO CODE EXISTS,THE WORK 4. SHOULD THE DRAWINGS AND/OR SPECIFICATIONS,IN THE OPINION OF THE CONTRACTOR,SHOW ADDITIONAL WORK,OR WORK 1. ALL CONCRETE 3,500 PSI AFTER 28 DAYS MIINIMUM. SHALL CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE OF MORE EXPENSIVE CHARACTER THAN OF ACCEPTED PRACTICES,IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY REQUIRED GLAZING AREA HABITABLE ROOMS: 8% WOOD FRAMING INTERNATIONAL RESIDENTIAL CODE AND ALL APPLICABLE SUPPLEMENTS INCLUDING THE ARCHITECT IN ORDER THAT PROPER ADJUSTMENTS MAY BE MADE, THE CONTRACTOR SHALL ASSUME FULL REQUIRED OPENABLE AREA: 4% 2. ALL REBAR ASTM A-615 GRADE 60. SOUTHERN BUILDING CODE CONGRESS. www.pospisilbrown.com RESPONSIBILITY FOR WORK DONE,OR MATERIALS SUBSTITUTED,WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT,IF SUCH 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING 141 Hampton Road WORK OR MATERIAL IS IN CONTRAST TO THE CONTRACT DOCUMENTS,DRAWINGS OR SPECIFICATIONS PREVIOUSLY APPROVED. PROVIDE 3 SQ 3.FT OF WINDOWS. SO FT OPERATIONAL IN BATHROOMS*EXCEPTION: MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH THE INTERNATIONAL p T:631.283.3 FOOTINGS WIDTHS SHALL COMPLY WITH TABBLE R403.1{1)OF THE IRC 2020. FOOTINGS SHALL BE MINIMUM SPECIFICATIONS: Southampton,NY. 11968 F:631.283.3593 593 4. THE LATEST EDITION OF THE GENERAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHALL GOVERN AND BE WHERE ARTIFICIAL LIGHT AND/OR MECHANICAL VENTILATION IS PROVIDED PLACED AT A DEPTH TO CONFORM TO ALL FEDERAL,STATE AND LOCAL BUILDING CODE. FB=875 PSI RESIDENTIAL CODE PARTS V&VI,CHAPTER 12 THRU 24. MADE PART OF THESE SPECIFICATIONS. PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS FOOTINGS ARE TO BE INSTALLED ON SOIL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY FV=180 PSI ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH THE 5. DISCREPANCIES: OF 1 TON PER SQUARE FOOT,UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS FC PERP=625 PSI INTERNATIONAL RESIDENTIAL CODE PART VIII CHAPTERS 33 THRU 42. -WHENEVER THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS OR THE DRAWINGS AND SPECIFICATION,THE GENERAL SECTION R304:MINIMUM ROOM AREAS ARE TO BE INSTALLED A MINIMUM OF 3'BELLOW GRADE UNLESS INDICATED OTHERWISE. E=1,600,000 PSI CONTRACTOR SHALL CONTRACT FOR,PROVIDE AND INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF MATERIAL OR PROVIDE MIN. 1 ROOM WITH NO LESS THAN 120 SQ FT GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE CONNECTED,IN ACCORDANCE WITH SECTION E3507 AND SIZED IN ACCORDANCE WITH Project Name: WORK CALLED FOR,UNLESS OTHERWISE ORDERED IN WRITING. 4. REBAR SHALL BE RUST FREE AND PLACED MO CLOSER THAN 1�"FOR#5 BARS AND SMALLER 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: 6. WRITTEN DIMENSIONS(OR NOTES REGARDING ALIGNMENTS OR CENTERLINES)SHALL GOVERN OVER SCALED DIMENSIONS. DO OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF AND 2"FOR#6 BARS AND LARGER TO SURFACE TO CONCRETE IN CONTACT WITH EARTH WHEN FB=2,900 PSI E3503.1 AND TABLE E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED IRON OR NOT SCALE DRAWINGS. *EXCEPTION FOR KITCHENS CONCRETE IS CAST IN FORMS.REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS FV=290 PSI STEEL,SHALL BE 5/8"MINIMUM DIAMETER,AND SHALL BE V-0"LONG.NON-FERROUS ROD 7. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF OR THE WORK OF THE GENERAL CONTRACTOR AND WITHOUT WINDOWS ARE TO BE INSTALLED'10"BELOW THE TOP OF THE FOUNDATION WALL. FC PERP=650 PSI IS TO BE 1/2"MINIMUM DIAMETER,IN ACCORDANCE WITH E3508.2.1. ANY OTHER SUBCONTRACTORS,NO)R SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN T-0"ANY HORIZONTAL REBAR INSTALLED ALONG THE TOP OF FOUINDATION WALLS WITH WINDOWS ARE TO BE E=2,000,000 PSI Schneider Residence 8. INTERPRETATION OF DETAILS:IF THE CONTRACTOR OR ANY SUBCONTRACTOR OBJECTS TO ANY DETAILS CONTAINED ON THE DIMENSION INSTALLED 3"BELOW THE BOTTOM OF THE%WINDOW OPENING. ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND CONSTRUCTION DOCUMENTS,HE SHALL SUBMIT SUCH OBJECTIONS TO THE ARCHITECT IN WRITING WITHIN SIX(6)DAYS AFTER *EXCEPTION FOR KITCHENS 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SHALL BE U.L.APPROVED.ALL EQUIPMENT SHALL COMPLY WITH N.E.C.110.3. ISSUANCE 01:DETAILS. FAILURE TO,DO SO WILL BE CONSTRUED AS CONTRACTOR'S ACCEPTANCE. 5. ALL SNAP OFF FORM TIES ARE TO BE REMOWED AND REMAINING OPENINGS ARE TO BE SPECIFICATIONS: UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE 9. MEASUREMENTS:BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY ALL SECTION R305:CEILING HEIGHT SEALED/GROUTED. FB=2,800 PSI FROM SHORTS,GROUNDS,OR IMPROPER CONNECTIONS. 890 RUCK Lane MEASUREMENTS AT THE BUILDING AND THE SITE AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA MIN.CEILING HEIGHT FOR HABITABLE ROOMS=T-0" FV=290 PSI THERMAL AND MOISTURE PROTECTION: Southold New York CHARGE OR COMPENSATIONS WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE 6. JOINT REINFORCEMENT,ANCHOR TIES AND)WIRE FABRIC SHALL CONFORM TO THE FOLLOWING FC PERP=740 PSI MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE *HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=T-0" STANDARDS;ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 E=2,100,000 PSI ALL INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE INTERNATIONAL ARCHITECT FOR CONSIDERATION BEEFORE PROCEEDING WITH THE WORK. 1.BEAMS AND GIRDERS NOT LESS THAN 4'-O"O.C.CAN PROJECT 6" FOR STEEL PLATE,HEADED AND BENT BAR(ANCHORS;AND ASTM A3666 FOR SHEET METAL RESIDENTIAL CODE AND THE INTERNATIONAL ENERGY CONSERVATION CODE. 10. RESPONSIBILITY:EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL FURNISHED HIM AND FOR THE EXECUTION OF ANCHOR TIES. 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE HIS WORK IN ACCORDANCE WITH THIE TRUE INTENT OF THE DRAWINGS AND CONTRACT.HE SHALL PROVIDE WITHOUT EXTRA 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT= 7. METAL STRAPPING USED FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO FOLLOWING MINIMUM SPECIFICATIONS: ALL ROOFING SHALL COMPLY WITH SECTIONS R902,R903,R904 AND R905.2 OF THE CHARGE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK EVEN THOUGH NOT PARTICULARLY INDICATED OR SPECIFIED. 6'-8"(BEAMS,GIRDERS&DUCTS MAY PROJECT TO 6'-4 INTERNATIONAL RESIDENTIAL CODE. 11. DEVIATIONS: THE OWNER RESERVES THE RIGHT AT ANY TIME DURING THE PROGRESS OF THE WORK TO DEVIATE FROM PLANS 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN WALLS SHALL BE MIN.GALVANIZED AND CONFORM WITH ASTM A641,CLASS 1.METAL PLATES, FV=175 PSI ALL FLASHING SHALL COMPLY WITH SECTION R703.4 OF THE INTERNATIONAL RESIDENTIAL OR SPECIFICATIONS. THIS WILL NOTT INVALIDATE THE CONTRACT. AN ALLOWANCE OR DEDUCTION WILL BE MADE. REQUIRED HEIGHT CONNECTORS,SCREWS,BOLTS AND NAILS I EXPOSED DIRECTLY TO WEATHER ARE TO BE FC PERP=565 PSI CODE. 12. EXTRAS:BILLS FOR EXTRAS WILL BE ALLOWED ONLY WHEN WORK IS ORDERED IN ADVANCE IN WRITING. STAINLESS STEEL,HOT DIPPED GALVANIZEED AFTER THE FASTENER OR CONNECTOR IS E=1,600,000 PSI 13. TEMPORARY HEAT&POWER:THE GEENERAL CONTRACTOR SHALL PROVIDE&MAINTAIN ALL HEAT REQUIRED FOR THE PROPER 4.BATHROOMS SHALL HAVE A MINIMUM 6'-8"CEILING HEIGHT OVER FIXTURES AND FABRICATED TO FORM A ZINC COATING NOTE LESS THAN 1 OZ.PER SF OR HOT DIPPED GALV. ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE R703.3(1)OF THE EXECUTION OF THE WORK. A MINIMIUM TEMPERATURE OF 55 DEGREES F.SHALL BE MAINTAINED DURING APPROPRIATE STAGES SHOWER HEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6'-8"ABOVE A MIN.AREA OF WITH A MIN COATING OF 1.8 PER SF OF STEEL CONFORMING TO ASTM 90. 5.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM INTERNATIONAL RESIDENTIAL CODE OF THE WORK.THE CONTRACTOR S')HALL COORDINATE WITH LIPA THE PROVISION OF A TEMPORARY ELECTRIC SERVICE. THE 30"40"AT THE SHOWER HEAD SPECIFICATIONS: ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH PLASTIC WRAP"TYVEK"VAPOR OWNER SHALL BE RESPONSIBLE TO)PAY FOR ALL TEMPORARY UTILITIES. SECTION R308:GLAZING 8. THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL FB=3,000 PSI BARRIER PER TABLE R702.3.5 OF THE INTERNATIONAL RESIDENTIAL CODE AND SECTION 14. TEMPORARY ENCLOSURES:ALL TENPORARY ENCLOSURES SHALL BE PROVIDED WHENEVER NEEDED EITHER FOR PROTECTION CONTRACTORS RELATIVE TO INSTALLATIOMI OF SLEEVES AND OTHER PENETRATIONS PRIOR TO FV=300 PSI R402.1.1 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. FROM WEATHER OR TO PROTECT THE BUILDING AGAINST ENTRY,THEFT OR CONSTRUCTION DAMAGE. PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS POURING CONCRETE. FC PERP=805 PSI 15. GENERAL CONTRACTOR TO COORDINATE WITH OWNERS AUDIONISUAL CONTRACTOR EXACT LOCATIONS OF ALL EQUIPMENT, PERMITTED E=2,100,00 PSI ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED, SPEAKERS,WIRING AND CABLE WIRING. SECTION R309:GARAGES AND CARPORTS 9. THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS WEATHERSTRIPPED OR OTHERWISE SEALED INCLUDING BUT NOT LIMITED TO AREAS 16. GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER'S TELEPHONE I CABLE AND ALARM CONTRACTORS EXACT ENCOUNTERED DURING EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR 6.CONSTRUCTION DESIGNED TO WITHSTAND A 130 MPH WIND LOAD AS PER ON OF THE AROUND WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL LOCATIONS OF ALL EQUIPMENT,WIRING,ETC. OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED ORGANIC MATERIAL. LISTED STANDARDS. PENETRATIONS,ETC.ACCORDING TO SECTION R402A OF THE INTERNATIONAL ENERGY 17. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE THE DUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE AS PER R.301.2.1.1 DESIGN CRITERIA CONSERVATION CODE. RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY CORRECTIVE WORK REQUESTED BY THE OWNER AND/OR ARCHITECT PERMITTED 10. INSTALL ISOLATION JOINTS ALONG FOUNDAITION WALLS AND AT COLUMN AND OTHER FLOOR RECESSED LIGHTING SHALL BE EITHER TYPE IC RATED WITH NO PENETRATIONS BETVNEEN BASED UPON UNAUTHORIZED CHANIGES ON THE PART OF THE GENERAL CONTRACTOR,SHALL BE COMPLETED BY THE GENERAL PENETRATIONS. 7.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE CONTRACTOR AT NO ADDITIONAL C(OST TO THE OWNER AND WITH NO EFFECT TO THE TIME LINE OF THE PROJECT. PROVIDE VERTICAL SEPARATION.VERT:3/4"RESISTANCE(5/8"TYPE X GARAGE SIDE,1/2" NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE INSIDE OF THE FIXTURE AND THE CEILING CAVITY,OR TYPE IC OR NON IC RATED AND 18. THESE CONTRACT DOCUMENTS,AND ALL COPY RIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ARCHITECT AND TYPE X OPPOSITE SIDE) 11. FOUNDATION EXCAVATION IS NOT TO BE BACCK FILLED PRIOR TO THE INSTALLATION OF THE INSTALL IN A SEALED BOX CONSTRUCTED FROM 1/2"GYPSUM BOARD,OR TYPE IC RATTED, CANNOT BE USED FOR ANY OTHER(MEANS. PROVIDE HORIZONTAL PROTECTION.HORIZ:ONE LAYER 5/8"TYPE X GYPSUM FLOOR FRAMING. 8.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR TESTED,AND LABELED AS TO BRING AS TO BEING"AIR TIGHT"ACCORDING TO SECTION 19. THE CONTRACTOR SHALL VISIT THE:SITE AND EXAMINE THE NATURE AND BEARING POWER OF THE SOIL AND REPORT ANY STAINLESS STEEL.DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE R402.4.5 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. UNSTABLE CONDITIONS TO THE ARCHITECT. PROVIDE NON-COMBUSTIBLE FLOOR SURFACE 12. BACKFILL ALONG FOUNDATION WALLS IS TO)BE CLEAN MATERIAL AND IS TO BE MECHANICALLY MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE THE ARCHITECT HAS NOT BEEN PROVIDED WITH ANY SOILS REPORTS/DATA,AND ASSUMES 1 112 TONS PER SQUARE FOOT SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. "WARM IN WINTER"SIDE OF ALL NON-VENTED FRAMING CEILINGS,WALLS AND FLOORS. BEARING CAPACITY. WHERE FOIL FACED INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE 20. VERIFY DIMENSIONS AT THE SITE AFFFECTING THE WORK. BRING FIELD DIMENSIONS WHICH ARE AT VARIANCE TO THE PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE 13. SUGGESTED UNDERPINNING PROCEDURES:: 9.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE, ATTENTION OF THE ARCHITECT. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES THAN 44"A.F.F. WITH AN APA SPAN RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED SEALED AND TAPED. BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS. A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. TO THE FLOOR JOISTS(6"O.C.EDGES AND 12"O.C. FIELD). SUPPLY AND RETURN AIR DUCTS LOCATED WITHIN CRAWLSPACES,UN-INSULATED 21, COMPLIANCE WITH THE DRAWINGS,AND SPECIFICATIONS WITH REGARD TO MATERIALS AND METHODS OF ASSEMBLY WILL NOT MIN.OPENING AREA=5.75 SO FT(5 SO FT AT GRADE) BASEMENTS,ATTICS AND FRAMED WALL CAVITIES MUST BE INSULATED R8 ACCORDING TO ASSURE ACCEPTANCE OF THE WORK. OF EQUAL IMPORTANCE IS GOOD WORKMANSHIP,THE LACK OF WHICH WILL BE MIN.OPENING HEIGHT CLEAR=24" B)UPON RECEIVING APPROVAL,EXCAVATE'TO THE TOP OF THE EXISTING FOOTING FOR THE 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL SECTION R403.3.10F THE INTERNATIONAL ENERGY CONSERVATION CODE. SUFFICIENT CAUSE FOR REFUSAL OF THE WORK. MIN.OPENING WIDTH=20" ENTIRE LENGTH OF THE AREA TO BE UNDEFRPINNED ON BOTH SIDES OF THE FOUNDATION BE NAILED PER DETAIL(J) 22. THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER PROTECTION,PRESERVATION AND REPAIR OF WALL. ALL JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED AND SEALED( THE EXISTING ADJACENT STRUCTUFRES,FINISHES AND UTILITIES,AS WELL AS NATURAL FEATURES,TREES AND SHRUBS NO TOOLS OR KEYS ALLOWED FROM INSIDE 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH WELDS,GASKETS,MASTICS,MASTIC PLUS EMBEDDED FABRIC OR APPROVED TAPES, SURROUNDING THE SITE AND SHALIL MAINTAIN THE PREMISES IN A NEAT AND ORDERLY FASHION AND FREE OF ALL MIN.HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SO FT&MIN.WIDTH OF 36" C)EXCAVATE BY HAND BELOW THE EXISTIMIS FOOTING AT NO MORE THAN 3 FOOT LENGTHS. WITH SPANS EXCEEDING 8'. STANDARD DUCT TAPE IS NOT PERMITTED. CONSTRUCTION DEBRIS. PROVIDE(CONSTRUCTION FENCING AROUND EXISTING TREES AND SHRUBS IMMEDIATELY SURROUNDING THE CONSTRUCTION(AREA. PROTECT EXISTING STREET AND CURBING FROM ANY DAMAGE IN ACCORDANCE SECTION R311:MEANS OF EGRESS D)INSTALL A KEY WAY BETWEEN SECTIONS,.ALLOW 7 DAYS CURING. 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. WATER HEATER WITH PIPE RISERS SHALL HAVE HEAT TRAPS A BOTH INLET AND OUTLET WITH LOCAL ORDINANCES. PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS OF WATER HEATER UNLESS THE WATER HEATER HAS INTEGRALL HEAT TRAPS OR IS PART 23. ALL PROOF OF INSURANCE SHALL B3E VERIFIED IN WRITING TO THE OWNER AND ARCHITECT INCLUDING BUT NOT LIMITED TO E)BACK FILL 13.BLOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. OF A CIRCULATING SYSTEM.TYPICAL METHODS FOR CREATING HEAT TRAPS ARE"U"OR GENERAL LIABILITY,WORKMANS CO)MPENSATION AND DISABILITY. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE WITH WALLS AND ANY SOFFITS WITH 1/2"GYP.BD. "RAMS HORN"BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PROPER PROPERTY INSURANCE DUIRING ALL PHASES OF WORK. MIN.WIDTH FOR HALLWAYS IS T-O" F)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR 14.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS PIPE NIPPLES WITH INTEGRAL TRAPS. 24. THE WORK AND MATERIALS SHALL EBE GUARANTEED FOR ONE YEAR,COMMENCING WITH THE GENERAL CONTRACTORS FINAL MIN. EXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE EXCESSIVE MOVEMENT AND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT INDICATED OTHERWISE. THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 66o F OR LOWER FOR HEATINGPAYMENT. DURING THIS TIME THE CONTRACTOR SHALL MAKE GOOD ON ALL DEFECTS.GRANTING OF A CERTIFICATE OF AND/OR CRACKS ARE NOTED. AND UP TO 850 OR MORE FOR COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING OCCUPANCY OR THE OWNERS USE OF THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK, MIN.OPENING T-0"WIDE x 6'-8"HIGH 15.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE MUST HAVE A DEADBAND(TEMPERATURE RANGE WHERE NO HEATING OR COOLING 25. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL WASTE AND DEBRIS IN COMPLIANCE WITH ALL WIDTH SHALL NOT BE LESS THAN 36"CLEAR.HANDRAIL PROJECTION IS 4.5"MAX SIMPSON TYPE 304 OR 316 STAINLESS STEEL. TAKES PLACE OF AT LEAST 6"F.HEAT PUMPS REQUIRE A THERMOSTAT CAPABLE OF' LOCAL,STATE AND FEDERAL LAWS,AND REGULATIONS AND SHALL INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT PREVENTING BACKUP HEAT FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN HARMLESS FROM ANY LOSSES OR CLAIMS IN CONNECTION THEREWITH. THIS CLAUSE SHALL SURVIVE THE TERMINATION OF HEADROOM MIN.=V-8" 16.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED BE MET BY THE HEAT PUMP ALONE. CONSTRUCTION,OR COMPLETION OF THE OWNER/CONTRACTOR AGREEMENT. TREADS AND RISERS:8.25"MAX RISE,9"MIN.TREAD GALVANIZED. 26. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COORDINATE. ANYTHING FOUND ON THE DRAWINGS AND NOT FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN. MENTIONED IN THE SPECIFICATIONS OR VISA VERSA,OR ANYTHING NOT EXPRESSLY SET FORTH IN EITHER,BUT WHICH IS A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"BETWEEN STEEL PERIMETER RIGID FOAM INSULATION BOARD"FOAMULAR"150 AS MANUFACTURED BY REASONABLY IMPLIED,SHALL BE FURNISHED AS THOUGH SPECIFICALLY SHOWN AND MENTIONED IN BOTH,WITHOUT EXTRA FLOOR LEVELS OR LANDINGS. OWENS CORNING. CHARGE. PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 27. GENERAL CODE REQUIREMENTS-INCCLUDING BUT NOT LIMITED TO: PLUMBING NOTES: A. ALL TRADES,WORKMANSHIP AND MATERIALS MUST COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE FOR *EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. ONE AND TWO FAMILY DWELLINGS(I.FR.C.),TOGETHER WITH THE 2016 UNIFORM CODE SUPPLEMENT AND ALL LOCAL,STATE AND OVER STAIRS.SIZE OF LANDING IS MIN.36"IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL THE PERMITS,DRAWINGS,FLOOR GOVERNMENTAL AUTHORITIES HAVIN4G JURISDICTION. TO STAIR OR DOOR SERVED 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION PLANS,SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND BALL WORK AND MATERIALS MUST COOMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE AND THE 2016 WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER A500. ALL WORK RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO CODE EXISTS,THE WORK SUPPLEMENT,MECHANICAL CODE&PLUMBING CODES. Permit Set 1-29-25 C. HABITABLE AREAS SHALL BE:VENTILATED PER(I.R.C.),R303 AND BATHROOMS SHALL BE VENTILATED PER(I.R.C.),R303.3. THAN 2%SLOPE SHALL CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE D. HABITABLE SMOKE DETECTORS AND CARBON VENTILATED MONOXIDE DETECTORS SHALL BE INSTALLED PER THE MINIMUM REQUIREMENTS OF 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS INTERNATIONAL RESIDENTIAL CODE,AND ALL APPLICABLE SUPPLEMENTS INCLUDING THE Amended for deck 4 stoop pursuant to ZBA PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. OTHERWISE SHOWN ON THE PLANS. SOUTHERN BUILDING CODE CONGRESS. approval (original Building Permit#50968) THE(I.R.C.),)R314,R315,N.F.P.A.72 AMD UL 217,UL2034 REQUIREMENTS. E.FINISHED ROOFING SHALL COMPLY'WITH THE MINIMUM STANDARDS OF THE(I.R.C.),)-CHAPTER 9. 1.HEIGHT=34"MIN,38"MAX 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH THE INTERNATIONAL. F.BUILDING STRUCTURAL MATERIALS')OR ASSEMBLY SUBJECT TO DETERIORATION SHALL CONFORM TO(I.R.C.)SECTIONS 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN OVER ALL COLUMN SUPPORTS. RESIDENTIAL CODE PART VII,CHAPTER 25-33. Z 13.A. Submi55ion 8-G-24 R317&R318. ENDS OR PROVIDE NEWEL POST OR SAFETY TERMS G. ALL HABITABLE SPACES SHALL ALLOW FOR EMERGENCY EGRESS WITH OPENINGS TO THE EXTERIOR OF MIN.5 S.F.ON 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE.EXTERIOR Note: THE FIRST FLOOR AND 5.7 SQUARE FEEET ON THE SECOND FLOOR BOTH WITH 24"MINIMUM HEIGHT AND 20"CLEAR WIDTH PER 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=1 1/2" TO AWS AND AISC STANDARDS. SANITARY AND STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT CROCK WITH ALL THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF (I.R.C.)R310. SECTION R312:GUARDS JOINTS WELL CAULKED AND CEMENTED. POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE H. PROVIDE SAFETY GLAZING PER(I.R.C.)SECTIONS R308.4&R301.2.1.2. SAFETY GLAZING SHALL BE PROVIDED IN ALL 7.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. SOLELY WITH RESPECT To THIS PROJECT.THEY ARE NOT To BE CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE USED BY THE OWNER,CONTRACTOR,SUBCONTRACTORS OR DOORS,PANELS WITHIN 24"OF DOORS, ALL RAISED SURFACE 30"ABOVE FLOOR OR GRADE TO HAVE 36"MIN.GUARDS.OPEN SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS I. SHOWER I TUB ENCLOSURES,AND FMEETING ALL OF THE FOLLOWING: THE EXPOSED AREA OF THE PANE IS GREATER THAT 9 STAIRS 30"ABOVE FLOOR OR GRADE SHALL HAVE 34"MIN.GUARDS. RUN,AT EACH BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& 8.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. BRowN ARCHIrPcrs.P.C.SHALL BE DEEMED THE AUTHORS ALL VERTICAL STACKS.VENTS SHALL BE INSTALLED THROUGHOUT AND CONNECT TO THE AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER SQUARE FEET AND THE BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR AND THE TOP EDGE IS GREATER THAN 36 INCHES GUARD OPENINGS NOT TO EXCEED 4"(SPHERE) VERTICALRESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE STACKS WHICH SHALL,IN TURN,BE EXTENDED THROUGH THE ROOF AND DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL ABOVE THE FLOOR AND THE GLASS I;S WITHIN 36"OF AN ADJACENT WALKING SURFACE INCLUDING STAIRS&LANDINGS AND TUB SECTION 313:ALARMS PROPERLY FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN J.ENCLOSURE:&VENTILATION OF FUFUELEL BURNING AND/OR HEAT PRODUCING EQUIPMENT SHALL COMPLY WITH(I.R.C.). PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY OF PLATFORMS AND WITHIN 60"OF A LAN DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE PUBLIC SEWER IS HIGHER THAN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF N K.FIRE STOPPING SHALL BE PROVIDED PER(I.R.C.)R302.11 AND DRAFT STOPPING SHALL MEET THE REQUIREMENTS OF BEDROOMS AND IN BASEMENTS THE MAIN HOUSE DRAIN,AS SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR DRAINS POSPISIL&BROWN ARCHITECTS.P.C. (I.R.C.)R302.12. WITH TRAPS AS SHOWN IN THE CONSTRUCTION DRAWINGS. COPYRIGHT 2025. ALL RIGHTS RESERVED. L.HABITABLE SPACES SHALL BE PROVIDED WITH ADEQUATE LIGHT(MIN 8%OF FLOOR AREA)AND VENTILATION.(MIN.4%OF FLOOR PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL AREA)PER PART(I.R.C.)R303.1. FIRED/BURNING APPLIANCE AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. FROM WATER METER,CARRY 314"MAIN TO LAUNDRY,BATH AND WASHROOM FIXTURES; seal: itEL, ARC M. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH(I.R.C.)R302.5,R302.6&TABLE R302.6. 01.EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES WITH 1/2"BRANCHES TO FIXTURES,AS REQUIRED.CARRY 3/4"BRANCH TO WATER HEATER �5�t tiiT N. ALL STAIRS,RAILS&GUARDS SHALL COMPLY WITH(I.R.C.)SECTIONS R311.7&R312. RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WIRING AND 3/4"LINE TO HOSE BIBBS,FROM WATER HEATER,CARRY 3l4"SUPPLY TO ALL ABOWE k; NOLM ES 0. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY&TERMITES SHALL COMPLY WITH(I.R.C.)SECTIONS AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER THAN THE OVER CURRENT ROOM WITH BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHAILL � A F R317&R318. 1!DEVICE PROTECTING THE BRANCH CIRCUIT. BE "COPPER.PROVIDE HOSE BIBBS AS SPECIFIED►N THE CONSTRUCTION DRAWINGS. wP �� O`�-o 28. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL HAVE ALL AREAS CLEANED INCLUDED BUT NOT LIMITED TO PROVIDE SHUT OFF VALVES AT THE ENTRANCE OF THE SYSTEMS,AT FIXURES,AND AT Q VACUUMING,WASHING AND POLISHING. 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE HOSE BIBB BRANCHES. ° tI ) ` 29. THE GENERAL CONTRACTOR IS RESPONSIBLE,DURING ALL PHASES OF WORK,FOR ALL CONSTRUCTION MEANS,METHODS, ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING WATER HEATER SYSTEM ' TECHNIQUES,SEQUENCES,PROCEEDURES AND SAFETY PRECAUTIONS CONNECTED THEREWITH. COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED 30. THE GENERAL CONTRACTOR IS REESPONSIBLE FOR THE COORDINATION OF ALL NECESSARY INSPECTIONS DURING WORK AS BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC AND ADVISE OWNER OF CONDITION AND UPGRADE OPTIONS.WATER HEATER TO COMPLY 0-1 01840y ��F- WELL AS FOR FINAL BUILDING DEPARTMENT APPROVAL AND FOR OBTAINING THE N.Y.S.UNDERWRITERS CERTIFICATE AND THE INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT WITH SECTIONS PLUMB NG COP AND M200.1,P504.RM 005.2P504. ,F THE IN)OF THE qTF OF NE l y� CERTIFICATE OF OCCUPANCY/COWPLETION. THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. INTERNATIONAL PLUMBING CODE AND RM2005.1 AND RM2005.2 OF THE INTERNATIONAL 31. THE GENERAL CONTRACTOR WARWANTS THAT IT IS EXPERT IN THE TYPE OF CONSTRUCTION WORK AND METHOD OF RESIDENTIAL CODE. CONSTRUCTION REQUIRED HERE UINDER. BY SUBMITTING A CONTRACT PRICE,GENERAL CONTRACTOR IS DEEMED TO HAVE 03.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC Drawing Name: REPRESENTED THAT ITS FIRM,SUPPERVISORY STAFF AND WORKMAN ARE EXPERT AND EXPERIENCED IN THE TYPE,METHOD IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN BLOWOFFS REQUIRED BY LOCAL REGULATIONS GOVERNING WATER HEATERS.GAS AND AND PERFORMANCE OF WORK REQ)UIRED,INCLUDING THE WORK NECESSARY TO PRODUCE THE BEST POSSIBLE AESTHETIC COMPLIANCE WITH THE REFERENCE STANDARD IRS 17-1. OIL BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE TYPICAL NOTES APPEARANCE FOR THIS PROJECT,(CONSISTENT WITH THE CONTRACT DOCUMENTS,AND TO HAVE OFFERED SUCH EXPERTISE 04.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) FIRECLAY TILE FLUE IN MASONRY CHIMNEY. AND EXPERIENCE AS AN INDUCEMENT TO THE OWNER TO ENTER INTO AN AGREEMENT WITH THE GENERAL CONTRACTOR. 32. THE GENERAL CONTRACTOR SHALLL ARRANGE WITH THE OWNER FOR PROPER STORAGE OF MATERIALS ON THE SITE SO THAT 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.CONNECT TO ALL IS DONE:IN AN ORDERLY AND SEECURE FASHION. RESIDENTIAL CODE SECTION R315;ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS, LOCATIONS AS REQUIRED BY GAS BURNING FIXTURES. 33. ALL SITE WORK INCLUDING BUT NO)T LIMITED TO STORM WATER DISPOSAL AND SEPTIC SYSTEM SHALL MEET THE MIN.ONE PER FLOOR.DETECTORS CAN BE BATTERY POWERED. REQUIREMENTS OF ALL AGENCIES IHAVING JURISDICTION INCLUDING BUT NOT LIMITED TO THE NASSAU COUNTY DEPARTMENT FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE OF HEALTH. CONSTRUCTION DRAWINGS AND REQUIRED BY INSTALLATION. Drawing Number. 34. THE OWNER SHALL SECURE THE SERVICES OF A LICENSED LAND SURVEYOR FOR FINAL SURVEY. BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 Ibs 35. THE GENERAL CONTRACTOR SHALIL PROVIDE THE OWNER WITH RELEASE OF LIENS DOCUMENTS INCLUDING THE GENERAL PRESSURE. CONTRACTOR,ALL SUB-CONTRACTORS AND THEIR SUPPLIERS. 36. GENERAL CONTRACTOR HEREBY SFPECIFICALLY ACKNOWLEDGES THAT THE CONTRACT DOCUMENTS ARE FULL AND COMPLETE, ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED), AND SUFFICIENT TO HAVE ENABLED IT TO DETERMINE THE COST OF THE WORK AND THAT THE DRAWINGS,THE SPECIFICATIONS AND ALL METAL WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION DURING ,�) AND ALL ADDENDA(IF ANY)ARE SUFFF►CIENT TO ENABLE THE GENERAL CONTRACTOR TO CONSTRUCT THE WORK OUTLINED CONSTRUCTION. q e THEREIN IN ACCORDANCE WITH ALLL LAWS,AND OTHERWISE TO FULFILL ALL OF ITS OBLIGATIONS UNDER THE CONTRACT HOT WATER PIPING SHALL BE INSULATED BY THE PLUMBING CONTRACTOR IN © .;>.. O DOCUMENTS. IN ADDITION,IF GENERAL CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY AND IF IT KNOWS OR SHOULD HAVE KNOWN THAT ANY OF THE CONTRACT DOCUMENTS CONTAINS A RECOGNIZED ERROR,IN CONSISTENCY OR OMISSION, ACCORDANCE WITH SECTION N1103.4&N1103.5.3 OF THE INTERNATIONAL RESIDENTIAIL GENERAL CONTRACTOR SHALL BE FRESPONSIBLE FOR SUCH PERFORMANCE AND SHALL BEAR THE COST FOR CORRECTION CODE. THEREOF. ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION i POSPISIL & BROWN ARCHITECTS, P.C. www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: Schneider Residence 890 Ruch Lane Southold, New York G A-2 Existing Foundation to Remain ' 71-011 Existing Foundation to Remain 3'-G"+ G I . ............................................ . E-- Edge of existing T.O.F.= -5'-G�'t deck to be removed {to align with existing) Edge of existing __ 8" concrete filled deck to be removed 'Bona' tube, typ. T.O.W.= -I' F.V. 45 rebar dowels to be drilled epoxy "' set into existin foundation wall prior to �1 i �0 forming new wall 12" o.c. vertically, typ. — - - - T1 8" concrete filled — 'Sona' tube 1 I _ O L SAND ASSUMED EXIST. FOUNDATION PLAN LEGEND = I , typ 1 v- -1 FILL G,-4„ Z CRAWL 5PACE I E Existing Construction To Remain EXISTING sr�Ps CRAWL UP-8 R'e Existing Construction To Be Removed /F �................._..........} .: ./........................................1 SPACE 95 rebar dowels to be o Poured Concrete Foundation Wall drilled epoxy set Into 1 I , existing foundation wall /�;' ,•' Stone/Brick Veneer 2 prior to forming new wall to A-3 } 1 2" o.c. vertically, typ. C.M.U. Block Wall � ( I I ( ,n Permit Set 1-29-25 — — — — Poured Concrete Footing 1 1 IL I A55UMED EXIST. Amended for deck stoo ursuant to ZBA Q i Steel Column %11�\ ❑ CRAWL SPACE approval (original Building Permit#509G8) L�J 01 Wood Column Date: �, HW ❑ Post From Above Q- Z.B.A. Submission 8-G-24 Gas meter 0 EXISTING Note: Beam Line Z THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF U N FI N 15 H ED ( I I 0 POSPISIL a BROWN ARCHITECTS,P.C.AND ARE FOR USE �1 {— SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE —�. Direction of Framing Above 5 +1 BAHM E NT ( I p I � USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR A_ 0 I I p - SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS EXISTING I I CRAWL I = I A-2 PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& ' CO BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS B.O.F. Bottom of Footing �� AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER CRC AWL RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE 5PACE In — T.O.L. Top of Ledge c� �\ SPACE I z I DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE 0 COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN T.O.S. Top of Slab WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF Edge of new I ( POSPISIL&BROWN ARCHITECTS,P.C. T.O.W. Top of Wall , COPYRIGHT 2025. ALL RIGHTS RESERVED. steps above Ea. Equal O I I I ( I Seal: Edge of exlsting `�, F.V. Field Verify raised deck I RCh,�r OL above, to remain ems` NOtMES O.C. On Center :74— T.B.D. To Be Determined — N U.O.N. n ess Otherwi5c Noted 018406 •� A.F.F. Above Finished Floor House trap sTgrE OF N0 y0� Drawing Name: Framing Notees: I .) Provide !sohd blocking below all frame walls. 3�_G� Existing raised deck Existing House to Remain G'-G" G"+ FOUNDATION PLAN 2.) All dimern5ion5 are from framing unless otherwise noted. 1 3.) Use (3) W headers for windows and doors unless otherwise ncated. 4.) Wide flainge beams with offset point loads from above to G receive web stiffeners below offset point load, typ. A-2 Drawing Number: FOUNDATION PLAN Scale./4 = 1 -0 POSPISIL & BROWN ARCHITECTS, P.C. FLOOR PLAN LEGEND Existing Construction To Remain www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Existing Construction To Be Removed Southampton,NY. 11968 F:631.283.3593 New Framed Construction Poured Concrete P C.M.U. Block Project Name: Ea. Eclual Centerline Schneider Residence F.V. Field Verify O.C. On Center 890 Ruch Lane T.B.Q. To Be determined Southold New York U.O.N. Unless Otherwise Noted A.F.F Above Finished Floor 6 9'-0" proposed raised A-2 G" Exist. deck deck over footprint of to be removed existing deck on grade 45'-93/4' to 1 I 29'-2"± (Existing to Remain) I G'-73/4'± (Existing to Remain) 7'-0" 3'-6"± 6". ...... 3'=011.............4i-O"..... ...... . E-- Edge of existing deck to be removed Edge of existing ......... outdoor shower O to be removed �c ===cNew F - - 0 Outdoor Ub Remove exist. Shower NEW ENTRY o .n steps and platform STOOP — — — — I � L: NEW DECK Ln DINING ROOM o:.. ......................................... L N No Change O ■ _ � ' 2 BEDROOM # I . ................... _ A-3 ; - - - - - - - - - - - - - - - No Change m : .................... Dn-7R's ; 1 LIVING ROOM — — — — No Change \ Permit Set 1-20-25 Existing new CL. CL. I Amended for deck# stoop pursuant to ZBA decks to be at I I approval (original Building Permit#50968) 3 same level I I I ;I a( z N 1 8 Date: I I 5 = - I ---- BATH �= I 5 Z.B.A. Submission 8-6-24 .r +I I I- - - - - - -�- - - - - o — - A-2 �o I F---- ----- Currently Q A-2 Permitted U = I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 1 i EW/D Q POSPISiL&BROWN ARCHITECTS.P.C.AND ARE FOR USE EXISTING 1 I CD I SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE BREAKFAST I z W _ USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR DECK I ., p O SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS L 1 AREA I 1 I �, J 2 PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& KITC 11 EN Ref. CL. D D I BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS I No Change — —— —— — [D Z AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER tEl No Change HALL BEDROOM #2 RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE N I Q DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL t No Chan e h i Exist. roof 1 i BATf1 g Shower COPIED,UPLITECHNICAL ICCATED,ORCOMM COMMERCIALLY EXPLOITEWINGS,ARE PROPRIETARY AND D,IN rha n No Change \ `' O WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OVe g —�I Shower POSPISIL&BROWN ARCHITECTS,P.C. COPYRIGHT 2025. ALL RIGHTS RESERVED. ---- - I t. +I Seal: CQ <D ��E,tE� A&Cly cv F L -- -- - - - - - - - - Qom;` Np�MESA 0 �-0 a 01840y Existin raised deck Existin House to Remain „+ sTgTF OF NE`N y0� 3-6 9 9 ' 6 6 6 _ Drawing Name: 6 FIRST FLOOR PLAN A-2 F I f SST F LOOK PLAN Drawing Number. 2 7SCale:y4' = P-O" - 1 i I Top of Exlstng Finished I Top of Existing Flnrshed Primary Ridge _ 5 Primary Ridge POSPISIL & BROW A-2 Elev. + 15'-I "±, F.V. A 2 �— Elev. + 15-12 ±, F.V. Top of Existing Finished Top of Exlstng Finished — . . — . . — . . _ . . _ . . — — . . _ . . — . . — . . — . . _ . . — . . — . . — . . — . . _ . . _/ Secondary Ridge . — . . — . . — . . — . . — . . — . . — . . . . . _ . . _ . . — . — . . _. . . ARCHITECTS P.C. — . . — . . — . . — . . — . . _ . . — . . — . . _ . . __ . . — . . — — . . — U� u�1aU- LiuU111 u U — }- — — . _._. . . — . . _ . . ._ . . — . . _. — . — . . _ . . _�. — . . _ . . — . . — . . "'_� . . Secondary Ridge_ . . — . . — . . — . . — . . — . . — . . — . . — . . . . - � LI L . . — . . 12 . — . . — . . _ . . — . . — . . _ . . — . . _... . . — . . — . . — . . _ . . — . . 't' Elev. + l4'-102"+ F.V. — . . — . . . . . . — . . — . . _. . . lJ u U 1_l 11 Ll� LIU 11 4 —' I Elev. + 14'-104'±, F.V. 1��l uULI 11! u l _ll 1' �1- LL111L�11JLJ LI U LI Ll L LIJa._1 Q6± ill L11 LLLW U 11 l J 11 1 p g 12 I I � I i G+ Top of Existing Flnushed L 1111� L �1L1 U I�idgef@xDin ng) Room d Ll Q — — — — �� - -� '. .I.I� I � . a I. .1 . 1�1 I ' — ._ ._ .— . . — . . — . . — . . — . . — . . — . . — . . — . . _ . . _. . . _. . . � . . — . . — . . _ . . _ . . — . . — . . Ridge@DnngRoom — . ._ . .— . . — . . _ . .— ' � ' � � + -' � -� www.pospisilbrown.com �U 1 I 11 1�1 �I Elev. + I I 7 _, F.V. 6_ !2 Elev. + I P 7�"-L, F.V. 1 2 UL �� �Ulill�� ] \ Top of Existng Finished +� - f� a 141 Hampton Road T:631.283.3465 11 Ll- Southampton,NY. 11968 F:631.283.3593 ll111__'UllL1U � LI I PIcl e Master Bedroom P I u � l_1-Lill LUJ11 Ll Ull-�ll I L11J-LI 1�I I- �— . . — . . — . �► g @ u' ton, Elev. + 115 ± F.V. I I IUIJ L11J llJlll�l_ �J LWll L) ll�I ! II - - - Project Name: Schneider Residence Li Top of Existing Finished Top of Existing Finished 890 Ruch Lane . . — . . — • • — — _ — " — ' ----- Southold, New York Floor @ First Floor Floor @First Fioor I I 1 1 Existing House(To Remain) New Deck New Deck/Stairs �Exlsting Deck(TO Remain) L FRONT (WEST) ELEVATION 2 SIDE (SOUTH) ELEVATION I 5cale:14' = 1 '-0" Scale: I/4" Top of Existing Finished 6 Primary Ridge 5 A-2 Elev. + 1 5'-I J"±, F.V. A-2 Top of Existing Finished I Top of Existing Finished — . . _ . . — . . _. . . — . . � Primary Rid9 e .___ — _._— —_ — —._ Secondary Ridge _ . . — . . _ . . — . . — — . . — . _ . . — . . 12 Elev. IDS"±, F.V. BUILDING PERMIT 12 Elev. + 15� "-, F.V. G±p BUILDING PERMIT OBTAINED FOR 12 OBTAINED FOR BATH ADDITION Top of Exlstng Finished BATH ADDITION Top of Existing Finished Ridge @M ast r Bedroom I I II I I . . — . . — . . — . . — . . Ridge@ D inn 9 Room 2— Elev. + 12i9 F.V. 12 Elev. + 11� 7I n± F.V.f G+ Top of Existin Finished 9 Ridge @ Master Bedroom Elev. + 1 1' 5"±, F.v. ITop of Existing Finished Top of EX15tincj Finished _Floor @First floor Floor @First Floor lev, _ Elev. 0'-0" I I 1 1 L L New Stairs Exustng Deck(To Remain) Existing House (To Remain) New Addition Existing House__� New Addition Existing House (To Remain) I Permit Set 1-29-25 (To Remain) L Amended for deck stoop pursuant to ZBA READ (EAST) ELEVATION Top of Exis S 1 D E (NORTH) ELEVATION approval (original Building Permit#509G8) ting Finished 3 Primary Ridge /� Top of Existing Finished Date: — • — • • — 4 Primary Ridge Z.B.A. Submission 8-G-24 Elev. + 1 5'-I i" F F.V. _, Scale:y4' = I '-0" /• � �' Scale:�4' = I '-0" ,•�— • • Elev."+ 15'-1�"-+' F.V. Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE — —� SOLELY WITH RESPECT TO THIS PROJECT.THEY RE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BUILDING PERMIT BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS Top of Existing Finished AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER OBTAINED FOR BATH ADDITION RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE _ Ridge @ Master Bedroom DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL New Addition TECHNICAL DRAWINGS,RE PROPRIETARY AND CANNOT BE + Top of Finished Ceiling@ COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN i Elev. + 1 2' 9 " WHOLE_' F.V. Living Room High Pond POSPISIL BROWN ARCHITECTS,I CEN AUTHORIZATION OF P . Ij Elev. + 10'-8 "±, F.V. COPYRIGHT 2025. ALL RIGHTS RESERVED. Top of Double Wall lek Plate @ New Addition Top of Finished Ceilin91 Seat: + — — @ Exlstng Bath Eu AR iyl _ Elev. +7-1 C�'±, F.V. �`� NOLMESA V • a 1 r o,8405 ¢� _ sqr �to A'3 F OF NEVI — —————— —♦ Top of Existing Finished Breakfast Area Kitchen Hall Bath Bedroom #2 New Bath I floor @ First Floor 1 L1vm Room Hall Bath Top of Existing Flnisheid Drawing Name: — -- • - — - — — � _ g Floor @ First Floor Elev. O'-0" — . . — . . — . . — . . 1 1 Elev. 0'-0" I I �"� EXTERIOR ELEVATIONS � 1 BUILDING SECTIONS 1 I I 1 I I Unfinished Basement 1 1 I New Crawl I ' 1 I Unfinished Basement i Drawing umber.� in N 1 ----------------------------------------- `-w.---A I.----- B ILDI NG SECTION (LOOKING WEST) BUILDING SECTION (LOOKING NORTH) 5 G Scale:%4" = 1 '-0" Scale:%4" = I '-0" - I POSPISIL & BROWN ARCHITECTS, P.C. www.pospisilbrown.com 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 Project Name: Schneider Residence 890 Ruch Lane I Southold, New York I I I - I Shaded area represents assumed exist. framing, G.C. to verify condition Shaded area represents existing floor joi5t5, to remain Centerlime @ beam, post pier foundation Existing siding, to remain ------� Decking to match exlsting, typ. Existing sheathing, To of Exlst. Finished Top of Finished Floor G.C. to verify Flog First Floor -� EL. 0'-0° � � ' EL. 0'-0", Align with existing (F.V.) Metal flashing10 +I Top of Finished Deck `r \ EL. -0'-4"-..t1 (align with e-xlstmg) Bluestone \ Blocking as required ° I x8 deck skirt board ° d d i Joist hanger by'Slmpson' �° ° d 2x4 vertical fascia support, staggered or approved equal ° d ° ° d d ° ° ° d ° I x 12 deck fascia board 2x8 ACQ led er board secured g Top(of Wall @New Porch ° 2x8 ACQ rim board with lag bolts to exlsting framing w/staggered wood spacers 2x8 ACQ deckjolsts @ I G" O.C. ° I Shaded area represents d ° Sand FIII 3- 2x 10 ACQ dropped beam assumed exist. foundation, G.C. to verify condition ° Post cap connector by ° d 'Simpson' or approved equal ° d ° d ° d ° GxG post > d ° ' d ° Elevated post base by 'Simpson' or approved equal a d Permit Set I-29-25 Top of Poured Concrete d Amended for deck# stoop pursuant to ZBA Foundation Pier I. ° EL. -5'-2"_ — � � ' d ° approval (original Budding Permit#509G8) - 4 d Date: Gravel fill below deck ° Z.B.A. Submission 8-6-24 d ° d Note: 8" concrete filled 'Sona' tube °° III d Shaded area represents existing ° THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE I foundation wall, to remain ° SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE ° USED( ° Continuous poured concrete d SUPPLIERS THE ON OTHER PROJECTS SUB-CONTRACTORS TS OR FOR ADDITIONS O THIS d rI ° PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& foundation wall (4000 psi) ° I d BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS ° I AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE 4 dowels @ 1 8" D.G. I DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL d ° d TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE 2- #5 re-bar continuous, 3" f d I I ° COPIED,DUPLICATED.OR COMMERCIALLY EXPLOITED.IN d ° d ��� I WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF from top and bott m G ° I I POSPISIL&BROWN ARCHITECTS,P.C. ° I ° COPYRIGHT 2025. ALL RIGHTS RESERVED. d 2x4 con tinu s-ke jootti�--- -f I I ° �I Seal: ° d O I ° O :- ARCh/r Top(of New Concrete Footing ° I _ _ — �`�� NOLMES A d EL. -.�5'4?'t, Align with existing (F.V.) ° ° I d ° JI Continuous poured conc. d ° (I ° footing (4000 psi) I ° ° d d ° I ° #4 re-bar horiz. @ I&o.c. C==_==-'-_=s-==Z�=47 °O O d 9TF OF NE`�1 y� ° d d d ° ° d ° 3- #5 re-bar continuous, 3" d d ° ° ° d from bottom and sides Drawing Name: ° d ° d d ° 3" 7" 7" 3" SECTION @NEW ENTRY d STOOP * DETAIL @ NEW Zl d ° ° d d ° I I-All RAISED DECK Bottom of Poured ° d d ° ° Concrete Foundation Pier ° d ° d Drawing Number. DETAIL @ NEW RAISED DECK WALL SECTION NEW ENTRY STOOP 2 Scale: 111 = I '-O" Scale: 1 " ' " '. Q 2 2 D STRUCTURAL PLAN LEGEND POSPISIL & BROWN ARCHITECTS, P. C. 1 01 3 2" Dia. Steel Column L_J r� 3-2xG Post. Unless noted otherwise www•pospisilbrown.com 141 Hampton Road T:631.283.3465 ❑ Point Load From Above Southampton,NY. 11968 F:631.283.3593 ❑R Point Load From Roof Project Name: Beam Line ytixe> Interior Bearing Wall Schneider Residence Framing Notes: 890 Ruch Lane Southold, New York I .) Provide 5011d blocking below all frame walls. 2.) All dimensions are from framing unless otherwise noted. 3.) Use (2) 7 4" L•V.L. headers for windows and doors unless otherwise noted. 4.) Wide flange beams with offset point loads from above to receive web stiffeners below offset point load, typ. 5.) Roof rafters shall be doubled-up wherever double collar ties are shown. . ............................................ . (2) 2x8 ACQ Beam 2xG pressure treated D.J. @ I G" OC z- (3) 2x 1(0 ACQ Dropped Beam - '< > - — — — — — Q• x E 2x8 Pressure Teated CD [D.J. @ I G"OC 1 Permit Set 1-20-25 -a oJ� 2x8 ACQ - Amended for deck stoop pursuant to ZBA L iCD I Ledger board approval (original Building Permit#509G8) 1 Date: Q 1 Z.B.A. Subm155ion 8-G-24 O x U 1 Note: N Q THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF v X 1 POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE N SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR 1 SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& E ca BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS 1 AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL (3) 2x 1(0!ACQ Dropped Beam " \ TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE - I COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. 0 Q COPYRIGHT 2025. ALL RIGHTS RESERVED. z I I o ) seal: E,tEv ARCH�TF "AO L M ES Z_ 0 I a 4� I Q ll._ ( 11 Existing 2xG F.J.'s @ Existing 2xG F.J.'s @ Existing 2xG F.J.'5 @ I Q q p I G" O.C. (to remain) 1 I G" O.C. (to remain) I G" O.C. (to remain) 1 I I I rF OF NE`N y O 1 Drawing Name: — — — — FIRST FLOOR FRAMING PLAN Drawing Number. FI R5T FLOOD >=RAM I NG PLAN I � I I �a POSPISIL & BROWN R U C H L A N E � ARCHITECTS, P. C. Edge of Pavement www.pospisilbrown.com Property Line 141 Hampton Road T:631.283.3465 U Southampton,NY. 11968 F:9 631.283.3593 Q g J Exlstin utilitY L Existin >1 pole (to remain) water meter a� (to remain) 0 IIL I Project Name: I New I L 0 ED AS NOTEDDrlvewa Y-� ° B.P;6 S �� Schneider Residence N FM S BY; m NOTiFYBUiLDING DEPARTMIENTAT Edge of exist walkway I 631-765.1802 8AM TO 4PM POR THE to be removed FOLLOWING INSPECTIONS: 890 Ruch Lane t. FOUNDATION-TWO RFOI F!"FD Southold, New York FOR POURED CONCRETF 1 ROUGH-FRAMING&Pl_Ulv`!Q'',;,3 3► INSULATION 4. FINAL-CONSTRUCTION iMUST BE COMPLETE FOR C.O. 35'-0" Front Yard Principle Building Setback ( ALL CONSTRUCTION SHALL R4EET THE lT� /. _ •- 1---- ---_I FIEQUIREMENTS OF THE CODES OF NEW Existing outdoor l NEW 1 2'-I" YORK STATE. NOT RESPONSIBLE FOR " (�n r� Shower (to remain) DESIGN OR CONSTRUCTON ERRORS c� lhJN I New walkway l I JUL 1 R 1?024 I' I ELECTRICAL DE PT. -- ONSPECT! '� TONIN •)F SOtITI101 Oa 0 ff i R�Ql1l 'r'O Existing stoop (to remain) l i EXISTIN 11' Existing NC i5TORY H unit (to remain) (TO P\ Existing basement L __ access (to remain) 1 � COMPLY WIT{{ALL CODES OF l PJEW YORK STATE&TOWN CODES U AS REQUIRED UIR ED AN EXISTINIG TO REMAIN CLOSED CELL SPRAY FOAM D COND ITIONS lTIONS OF IN SULATION MIN. R-42 TOTAL �1 I I I ........................................................................................................ ............................................................................................................... .:.:.::: Vsm" W fV►� LuP1 ................., : . : :;:::::::::::: :;::::::::::: ::::•::•:::::::......:::::::::•::::::•::::::::•:: :::.... :•:.:::::... ........ ADDITION :... ......:::::. .... @ I Exist. Deck ......�.,.., ute r r( I i m i1 G BO ( to re ma in ARO ---- I - Exist. Deck SOUTHO T r ON TRU STEES U SE it = remain) � S t re a n 0 m I J.Y. .- DE NJ S EXISTI G TO REMAIN C R I I -- V U In v 32 B TT INSULATION L j L a� --- MIN. -21 AD - R DITION N I L I EXISTINJG TO REMAIN GATT INSULATION (MIN. R-30) ( I cn @ ADDITION o o 9 OCCUPANCY OR Property of: I5 sq USE IS UNLAWFUL p Y I i - WITHOUT CERTIFICAT: Donald J Schneider I ( I OF OCCUPANCY THERMAL ENVELOPE k Looin est � � ( � W ) Pamela E Schneider Existing cesspool RETAITS STOMI1�MR F► 0" 2 cover (to remain) I FURSUANT TO CHAPTER 23O Situate: I Scale: 8' = I '-0" `'� i 1 I OF TN=c?0"NH COD, Town of Southold Suffolk County, New York Area: 7,987 S.F. Date: 'PLUMBING Permit Set 7-17-24 Exist. Deck j F Ll.PLUMBlN,G 11ti1A,57E� Note: SCTM No.: I ( �. Existing wood (to remain) Top of Bank ;WATER LINES NEED `�p+ THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 1000-5 2-0 2-3 I ) ��� 1~,CQ�GEFII�41:', POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE stairs (t0 remain a: ' SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE Vent Thru USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR Roof SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS Zoning District: PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS R-40 (Re5idential) Existing wood AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER 1 3" stairs (to remain) RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL Surve Provided B I I PLUMBER CERTIFICATION TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE Y Y' = Bottom Of COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN -ziBank ON LEAD CONTENT BEFORE WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF > POSPISIL&BROWN ARCHITECTS,P.C. � CERTIFICATE OF OCC'UPANv Y Peconic Surveyors, P.C. COPYRIGHT 2023. ALL RIGHTS RESERVED. 2" 13" 2" P.O. Box 909 o ScXDE-P USED/N WJATER r________________r___--_—_______________ ________r___________L___________T_______.�________, LSeal: 230 Traveler Street ='�/io SYSTEM CAA,'.'," rE4tEu ARC o ` ' �Southold, N.Y. 1 1971 0F 1 / LEAD. o�Mes Fc 1 1 Mean 77 I ' i � �H�9h W FIRST DW W i ` Ti � e Line FLOOR i p- �! m Iz' L2" J.; 2 3" N I 3 Iz' 3 3" 3 2° ` •c.o. w w w Z z z D�AWI N G LIST �� DO'NOT::PROCEEI)WITH Kitchen C.O. FRAMING UNTIL SURVEY 3" Or-FOUNDATION LOCATIION, s °I84°`' ' (Existing to Remain) Hall Bath New Bath ( �,9T (Existing to Rerun) A-0 SITE PLAN :HAS BEEN APPROVED ,' £of NE`N House A-0. I TYPIClAL DETAILS 4 C.O. 4„ Trap A-0.2 TYPIC/AL NOTES Drawing Name: To Approved V d Sanitary system F-I FOUNDATION PLAN0 Blowero®r and ductwork SITE PLAN It- BUILDING A-I FIRST FLOOR PLAN WINDOW SCMEDULE A-2 EXTERIOR ELEVATIONS � BUILDING SECTIONS testing required. DEPARTMENT INFORMATION A-3 TYPIClAL WALL SECTION @ ADDITION S-I FRAMI ING PLANS Must provide Manuals D, J and S as per Drawing Number: SCHEMATIC PLUMBING ICI S E R DIAGRAM Scale: Not to Scale E-I ELECTFRICAL PLAN NYS Energy (Code SITE PLAN I All exterior lighting i _ installed,replaced or Scale: 10 — I -0 repaired shall conform to Chapter 172 of the Town Code i UPLIFT CONNECTIONS(IF APPLICABLE) HOLD DOWN CONNECTIONS(IF APPLICABLE) DETAIL AT DECK(IF APPLICABLE) RAFTER OR TRUSS',UPLIFT CONNECTION FORCES FROM WIND(ASD) SIMPSON STRONG TIE RAFTER CONNECTOR (POUNDS PER CONNECTION) SIMPSON STRONG TIE RAFTER CONNECTOR SIMPSON HOLDDOWN MIN.DISTANCE POSPISIL & BROWN Refer to table R 802.11 of the I.R.C.2018 RIDGE HDU4-SDS2.5 MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B , 12" RIDGE 2-16d COMMON EXPOSURE B 12" ((L�gg 1Y2"HOLE MAY BE CUT FOR FULL LEENGTH ARRIAGE BOLTS NO FIELD CUT LARGER THAN 1 1/2" ANYWHERE IN WEB OUT ,Q�v OF STUD HOLES IN IN CANTILEVER Ultimate Design Wind Speed V(ult)(MPH) RAFTER RAFTER (2)2X GIRDER HATCHED ZONES SIDE OF HATCHED ZONE DO NOT CUT OR ARCHITECTS, P. C. RAFTER OR ROOF SPAN 120 130 140 NOTCH FLANGE. TRUSS SPAN (feet) ROOF PITCH ROOF PITCH ROOF PITCH , ° o BLOCKING@ 6" O 6" 0 0 • ENDWALL <5:12 >5:12 <5:12 >5:12 <5:12 >5:12 wooDPosT 6" L1 g" 2XD1 D1 L2 2XL2 D2 6^ 12 93 85 126 117 162 150 ° e APPLI INIMUM IES TO ALL e• ( CLOSELY GROUPED ROUND HOLES ARE 18 118 108 162 149 209 194 OSTANCHOR HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS www.pospisilbrown.com SIMPSON 24 144 130 198 182 255 237 Lsu SIN HOLDDOWN KNOCKOUTS) HMPSO REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN CANTILEVER REINFORCEMENT. 141 Hampton Road T:631.283.3465 16"O.C. 28 161 145 222 203 287 266 TABLE A-END SUPPORT Southampton,NY. 11968 F:631.283.3593 32 178 160 246 226 319 295 STRUCTURAL RIDGE BEAM , MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT CONCRETE PIER ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DETAIL RIDGE BOARD DETAIL CATHEDRAL CEILING DETAIL HOLD DOWN CONNECTION BETWEEN FLOORS JOIST 36 194 176 270 247 351 325 SCALE:NOT TO SCALE GALE:NOT TO SCALE DEPTH TJI© 2" 3" 1 4" 1 5" 61/2" 7" 87/e" 11" 13" 1 2" 3" 4" 5" 6Y" 7" 87/8" 11" 13" 42 221 198 306 281 399 370 SIMPSON STRONG-TIE LSU SERIES SCALE:NOT TO SCALE 1 " SIMPSON STRONG-TIE ITEM:CS20 OR LSTA 15 LSU26-2x6 DETAIL TYPICAL DECK RAILING/POST ANCHOR 9Y 360 V-6" 2'-0"1 T-0"1 4'-0" 6-0" V-6" 2'-6" T-6" 5'-0" 5'-6" 48 246 221 343 314 447 414 PROVIDE CS20 WITH LSU28-2x8,200,2x12 SCALE:NOT TO SCALE 117/" 560 1'-0" V-0" V-6" T-0" 5'-0" 5'-6" 8'-0" V-0" 2-0" 3-6" 5'-0" T-0" T-6" 8'-0" Project Name: 15 5)SD COMMON NAILS R EACH SIDE. PROVIDE CD C M LSTA AI SIMPSON HOLDDOWN (2)16D COMMON NAILS 14" 560 V-0" V-0" 1'-0" 14' 2'6" 3'0" 6'0" 9'0" 1'0" 1'0" 1'$" 3'6" 6'6" T-0" 9'0" 10'-0" ROVIDE @ EA.RAFTER WITH ID 10D COMMON NAILS HDU4-SDS2 5 @ 6"O.C.OF STUD FOR FULL LENGTH PROVIDE @ EA/RAFTER WOOD BEAM 16" 560 1'-0" V-0" 1'-0" V-0" V-0" V-0" 3'-0" 6'-6" 10'-0" V-0" V-0" V-0" V-6" 5'-0" 6'-0" 0'-0" 11'-0" 2'-0" ALLOWABLE DEFLECTION F STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Refer to table R 301.7 of the I.R.C.2018 Refer to table R 301.5 of the I.R.C.2018 SIZE AOREQMPSN BCCOLUMN CAP ° TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT Schneider Residence STRUCTURAL MEMBER ALLOWABLE USE LIVE LOAD DEAD LOAD MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT DEFLECTION Attics without storage 10 PSF 10 PSF wooD POST JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Rafters having slopes greater than 3:12 with finished ceiling U180 Attics with storage 20 PSF 10 PSF BLOCKING @ ENDWALL DEPTH TJI® 2" 3" 4" 5" 61 z" T 87/" 11" 13" 1 2" 3" 4" 5" 6%" T 8 e" 11" 1 13" not attached to rafters 890 Ruch Lane Attics 30 PSF 10 PSF a 9�," 2'6" 3'0" 4'-0" 5'-0" 8'0" 2'6" 3'0" 4'-6" 6'6" 7'6" a 3'-0" 4'-0" 5'6" 6'6" 9'-0" 3 0" 4'-6" 5'6" 7'-6" 8'-0" Southold New York Interior walls and partitions H/180 Balconies&decks 40 PSF 10 PSF n ° OUNDATION WALL r • 1'-6" 3'0" 4'-6" 5'6" 8'0" 8'6" 12'0" 3'0" 4'-6" 6'-0" 8'-0" 10'6" 11'-0"12'-0" WOOD POST ° 560 V-0" V-0" V-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" V-0" T-0" 5'-0" T-0" 10'-0" 11'-0"13'-6" 15'-0" Floors U360 Guards and handrails 200 PSF 10 PSF Ceilings with brittle finishes(including plaster&stucco)) U360 Rooms other than sleeping rooms 40 PSF 10 PSF ° 3� DIA.ANCHOR ROD(ASTM A36) ° "" 560 V-0" V-0" 1'-0" V-0" 2'-6" 3'-6" T-0" 11'-0' 15'-0" V-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 4'-6" 16'-0" 1 F-0" DRILL AND SET INTO TOP OF 2"MIN SIDE COVERQ. RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. Ceilings with flexible finishes(including gypsum board)) U240 Sleeping rooms 30 PSF 10 PSF tFOUNDATIOAWALLvE sysrEM OR HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. All other structural members U240 Stairs 40 PSF 10 PSF EQUIVALENT,6"EMBEDMENT,MAINTAIN `. o ° KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. IMPSON STRONG TIE 3'MIN.TO EDGE OF CONC. SIMPSON PBS ?. FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND Exterior walls-wind loads with plaster or stucco H/360 Roof loads(Adjustments per table R301.6) 20 PSF 20 PSF HURRICANE CORNER HOLD DOWN-OPTION COLUMN BASE `. slzE As REQ .,:.4, HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. TIE MODEL R H2.5A PROVIDESIMPSON STRONG-TIE ITEM EXTERIOR WALL DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD Exterior walls-wind loads with other brittle finishes H/240 Garages 50 PSF 50 PSF @EA.RAFTER PROVIDE @ EA.OUTSIDE EXTERIOR WALL CORNER(SEE PLANS) �:� / Exterior walls wind loads with flexible finishes Hl120 SIMPSON STRONG-TIE ITEM:H2.5A SIMPSON STRONG-TIE ITEM:LSSU SERIES CONDITIONS OR HOLE CONFIGURATIONS USE(LEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR[LEVEL REPRESENTATIVE. MODEL PER RAFTER SIZE Lintels supporting masonry veneer walls U600 PROVIDE @ EA.RAFTER PROVIDE @ EA.RAFTER DETAIL CORNER HOLD DOWN-OPTION DETAIL TYPICAL PORCH BEAMICOLUMN ANCHORS ALLOWABLE HOLES - TJ IO JOISTS DETAIL HURRICANE CLIP DETAIL HIP-RAFTER CLIP SCALE:NOT TO SCALE SCALE:NOT To SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE p 12."bearing plate by Simpson FASTENING SCHEDULE SIMPSONDTT22 IMPSON STRONG TIEWITH 1/2'0 GALV. Refer to table R 602.3 1 of the I.R.C.2018 HURRICANE tread rod THREADED ROD WITH TIE MODEL NO.H2A NUTS AND WASHERS FLOOR SHEATHING NAILED Description of Building Element Number&Type of Fastener Spacing and Location @EA.RAFTER (INSTALL AT EVERY V MAX.O.C.TO JOIST WITH MICROLLAM@ LVL 2 X DIAMETER OF THE NOTES: p 9 ° min edge distance OTHER DECK JOIST) HOLDDOWN AND PARALLAM® LARGEST HOLE 3 DEPTH 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. ouble 2x min. PSL HOLE ZONE (MINIMUM) 2. ROUND HOLES ONLY ROOF FRAMING A34 " A34 a for header or beam 1 Blocking between ceiling joists or rafters to top c{Jlate 3 8d common toe nail 3. NO HOLES IN CANTILEVERS. 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. dE 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN 2 Ceiling Joists and top plate 3 8d common perjoist,toe nail MTS30 ILLUSTRATIONS AND TABLES. 3 Ceiling joist bit attached to parallel rafter,laps oUver partitions 3 16d common face nail MTS30 cnw}"coupler nut by simpson 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE DECK JOIST STRUCTURAL ENGINEER. 4 Ceiling joist attched o parallel rafter(heel joint) 4-16d common face nail(refer to table R802.5.1(9)of the I.R.C.2015 min.end distance MICROLLAM LVL AND 5 Collar tie to rafter,face nail or 1 q"x 20 ga.ridgee strap to rafter 3-10d common face nail,each rafter e LOOR JOIST PSL PARALLAM HEADER MAXIMUM ROUND °' (SOLID 2X JOIST OR 2X U3 ALLOWED HOLE ZONE U3 DEPTH HOLE SIZE 6 Rafter or roof truss to plate 3-10d common 2 toe nails n one side&1 toe nail on each side SIMPSON LUS BLOCKING) I 3 HOLLOW COLUMN CONNECTION HANGER 113 MIDDLE SPAN 4 1" /" DETAIL �" 1�" 3-16d common toe nail ° SCALE:NOT TO SCALE Roof rafters to ridge,valley or hip rafters L-2x12 P.T.LDGER WITH 7Y"to 20" 2" 7 or roof rafters to in.2"ridge beam 2-16d common end nail 5/8'THROUGH BOLTS @ SEE ILLUSTRATION FOR RAFTER CONNECTION TO RAFTER CONNECTION TO 16'O.C.STAGGERED DETAIL TOP PLATES&STUD WALL DETAIL TOP PLATES&STUD WALL(w/HEADER) CONTINUOUS FLASHIN ALLOWED HOLE ZONE WALL FRAMING (PROVIDE ADDITIONAL WASHERS AT THROUGH BOLTS TO SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDE A 1/4"MIN.SEPARATION FROM THE BUILDING) 8 Stud to stud(not braced) 16d common 24"oc face nail SIMPSON STRONG-TIEITEM: SIMPSON STRONG-TIE ITEM: DETAIL TYPICAL ILEVEL LVL PENETRATION SCHEDULE AND DETAIL A3418GA 1-7116"x2-112" A3418GA 1-7/16'x2-1/2' TYPICAL DECK JOIST TO BUILDING 9 Stud to stud and abutting studs at intersecting wall corners(at braced wall panels) 16d common 16'oc face nail USE Ill-PLACE @ 16.O.C. USE 8-8D-PLACE @ 16-O.C. CONNECTION DETAIL NOT TO SCALE 10 Built-up header(2"to 2"header with Z"spacer))I 16d common 16"oc face nail SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: CS20 SCALE:NOT TO SCALE ° MTS3016GA 30"LONG MTS3016GA 30'LONG ° 11 Continuous header to stud 4-8d common toe nail USE 7-1 OD NAILS To RAFTERS USE 7-1 OD NAILS TO RAFTERS 7-MINI UM ® ° ° USE 3-81)NAILS MIN.TO PLATES USE 3-81)NAILS MIN.TO PLATES 12 Top plate to top plate 16d common 16"oc face nail USE 7-10D NAILS TO STUDS USE 7-10D NAILS TO STUDS (3)LVL Tce nail on each side LTP4 ° ° \ 5/8"0 A301 BOLTS 8e 16" 13 Double top plate Splice for SDCs A-D2 with seissmic braced wall line spacing<25' 8-16d common (min.24'lap splice each side of end joint) USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE 14 Bottom late to joist,rim joist or blocking(not at I braced wall panels) 16d common 16"OC face nail THE CODE REQUIRED MINIMUM CENTER TO • ' N CENTER SPACING FOR NAILS �- 15 Bottom late to joist,rim joist or blocking(at bracced wall panels) 2-16d common 2 each 16"oc face nail 16 Top or bottom plate to stud 4-8d common toe nail 2-16d common end nail MTS30 AT RAFTER SIMPSON STRONG-TIE ITEM:CS20,LTP4 SIMPSON STRONG-TIE ITEM:L'.BPS ACZ CV 17 1 Top plates,laps at corners&intersections 2-16d common face nail TO HEADERS BY MIN.1 'SIMPSON STRONG TIE' PROVIDE CS20 X 24',USE 9-10D NAILS @ STUD&9-1 OD INSTALL 5/8'DIA.BOLTS: 18 1"brace to each stud and plate 2-8d common face nail LTP4 NAILS @ BOX&PLATE @ EVERY STUD 2 STORY:48"O.C.PER IRC 20115 R403.1.6 UNO 6 WITHIN 12"FROM END PLATE SIMPSON STRONG-TIE ITEM:ACZ COUNTERSINK BOLTS 19 1"x6"sheathing to each bearing 2-8d common face nail CL AR PROVIDE LTP4 20 GA.TX41/2'LATERAL TIE PLATES, (MIN.2 PER PLATE) (2)FLITCH PLATES LTP4 20GA.Y x 4-1/2' SPAN USE 6-8D X 1 112"NAILS IN PLATE&6-81)X 1 1/2"NAILS 20 1"x8"sheathing and wider sheathing to each bearing3 8d common face nail LATERAL TIE PLATES CS20 CUT INTO BOX USE 12.8d x 1-1/2"NAILS LENGT DETAIL POST&BEAM CONNECTION (6 NAILS INTO PLATE, FLOOR FRAMING 6 NAILS INTO BOX DETAIL DBL.SILL PLATE TO FLOOR TO STUD DETAIL SILL PLATE TO,FOUNDATION FLITCH BEAM DETAILS (IF APPLICABLE) PLACE @ 32'O.C. MIN.12" SCALE:NOT To SCALE 21 Joist to sill,top late or girder 3-8d common toe nail PROVIDE MINIMUM 7/8. SCALE:NOT TO SCALE SCALE:NOT TO SCALE NOT TO SCALE 22 Rim joists,band joists,or blocking to sill or top plate 8d common 6"oc toe nail END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END 23 1"x 6"subfloor or less to each joists 2-8d common face nail HANGER CONNECTION DETAILS(IF APPLICABLE) DETAIL FLOOR TO FLOOR CONNECTION DETAIL EXTERIOR HEADER TIE DETAIL 24 2"subfloor to joist or girder 2-16d common blind and face nail SAW LUMBER ENGINEER WOOD JOISTS SCALE:NOT TO SCALE SCALE:NOT TO SCALE 25 2"planks(plank,&beam-floor&roof) 2-16d common at each bearing,face nail TMINIMUM (2)SIMPSON LSTA 21 L I (2)SIMPSON LSTA 21 26 Band or rim joist to joist 3-16d common each nail 20 GA.38 STRONG-TIE IE ITEM:.) 20 GA. SIDECOVER J J 20 GA.38"L(PLACE @ 16'0 C.) 1-1/4"W X 211 ° STRAPS STRAPS CLEAR SPAN+24" (1)@ SPANS LESS THAN 6'-O'w/1610D NAILS ° o 20d common nail each layer:32"oc at top&bottom&staggered USE 9-10D NAILS @ EA.END LENGTH STUD (2)@ SPANS GREATER THAN 6'-0'&LESS 27 Built-up girders and beams,2"lumber layers TOTAL OF 18-IOD NAILS THAN 12'-O'w/1610D NAILS Permit Set 7-1 7-24 2-20d common face nail at ends&at each splice (ADDITIONAL NAILING THRU PLATES&BOX o 0 1 A 28 Ledger strip supporting joists or rafters 3-16d common at each joist or rafter,face nail SIMPSON HD5A AT EACH END Note: ° 29 Bridging t0 OIStS 2-10d 3"X0.128" each end,toe nail ° OF WALL INCLUDING WINDOW THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ° e° •ep�'�°"" E POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE g g J ( ) AND DOOR HEADERS SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR ROOF SHEATHING SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS SIMPSON STRONG-TIE ITEM:HU7 SIMPSON STRONG-TIE ITEM:MIT SIMPSON STRONG-TIE ITEM AB 2X6 STUD WALL 16"O.C. PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& 15/32 STRUCTURAL I PLYWOOD BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS 6"edge/6"field(use 8d ring shank nails PROVIDE HU7 @ EA.JOIST PROVIDE MIT @ EA.JOIST AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER Structural Panels 8d common PANELS INSTALLED VERTICALLY RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE 5'-0"from gable ends&eaves) DETAIL FACE MOUNT HANGER DETAIL FACE MOUNT HANGER DETAIL POST&BASE CONNECTION P H T BOTH SIDES OF WALL. 6"O.C. DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE E J S EDGE NAILING AND 12"FIELD WITH COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN Diagonal Board Sheathing SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE Threaded 10D NAILS 1-1/2"MIN. WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF 1"x 6"or 1"x 8" 2-8d common per support Ro Studs PENETRATION INTO FRAMING. POSPISIL&BROWN ARCHITECTS,P.C. 1"x 10"or wider 3-8d common per support WINDBORNE DEBRIS PROTECTION(IF APPLICABLE) FRAMIN Floor Joist COPYRIGHT 2023. ALL RIGHTS RESERVED. Ceiling Sheathing(gypsum board) 5d coolers 7"edge/10"field Seal: Table R301.2.1.2 NYS IRC Windborne Debris Protection All 3"No.8 SCREWS 12"O..C. Install �`�rtEv ARCy01I WALL SHEATHING Fastening Schedule for Wood Structural Panels washes ` NO`MESA ��� Structural Panels 8d common 3"edge/12"field Fastener Type Panel Span Panel Span Panel Span vP �, U Less than or Less than or less than or WASHER PP.) SIMPSON STRONG-TIE Structural Fiberboard Panels 1" 1 'gaN.roofing nail, "head d.,or 1' 3"edge/6"field HD5A BETWEEN FLOORS Q ° 2 crown staple 16 ga.1 k long Equal to 4 ft Equal to 6 ft Equal to 8 ft ® n if- i Structural Fiberboard Panels Z" 1 t galy.roofing nail,J•head d.,or 1" 3"edge 16"field No.8 wood screw 1/2"PLYWOOD "MINIMUM OF SEVEN BOLT 32 crown staple 16 ga.1 k long based anchor with 16"O.C. 10"O.C. 8"O.C. DIAMETERS TO ACHIEVE S+ 01840y Gypsum Wallboard(z') 1 gaN.roofing nail;staple galv.l " 7"edge/7"field 2"embedment length GLASS TABLE LOADS.THIS DISTANCE T long;1 y"screws type W or S C � yO� � 12;gaN.roofing nail;staple ga1v.1 8 7^ed a 17"field No.10 wood Screw IS DESIGNED INTO HOLD DOWN OF ON „ Gypsum Wallboard($) long;11'screws type W or S 9 based anchor with 16"O.C. 12"O.C. 9 O.C. DISTANCE MAY BE INCREASED (see table 3.9) 2"embedment length PLASTIC-COATED PERMANENT WOOD WITHOUT AFFECTING LOAD 2-8d common SCREW ANCHORS CAPACITY,PROVIDED THE � Drawing Name: lagona oar .> ea Ing ANCHOR NUT IS NOT 1"x 6"Or 1"x 8" 2-8d Common per Support -This table is based n 180 ultimate design wind speed&a 33'-0"mean roof height � C S Fasteners shall be stalled at opposing ends f he wood structural panel.Fasteners shall be located a min 1"from the edge GLASS OVER-TORQUED,WHICH 1"x 10"or wider 3-8d common per support of the panel COULD SPLIT THE STUD. -Anchors shall penetrate through the exterior wall covering with n embedment length of not less than 2"into the building 1/2'PLYWOOD SIMPSON STB20 A20 A TYPICAL DETAILS WITH FLOOR SHEATHING frame.Fasteners shall be located not less than 2 12'.from the edge of concrete block or concrete. S -Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors FRAMIN Structural Panels having a minimum ultimate withdrawal capacity of 1,500 pds. NOTE: 1"or less 8d common 6"edge/12"field WINDOWS-GLAZED OPENING ALTERNATE ANCHOR BOLTS MAY BE DRILLED greater than 1" 1 Old Common 6"edge/12"field FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING AND/OR EPDXIED INTO FOUNDATION PER THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 APPROVAL OF THE ENGINEER. CONTRACTOR TO Diagonal Board:sheathing 2-8d common per support OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES --WASHER(TYP.) SUBMIT CUT SHEETS OF THE PROPOSED Drawing Number. ALTERNATIVE. 1"x 6"or 1"x 8° 3-8d common per support LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING 1"x 10"or wider TO WIND ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99.GLAZING CONFORMING ,MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 3"No.8 SCREWS 12"O.C. TO WIND ZONE II 1 Nailing requirements are based on wall sheathing mailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD TYPICAL SHEAR WALL DETAIL (If Applicable) capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used t0 maintain the load path. PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF OPENINGS PROTECTION TO WOOD-FRAME BUILDING NOT TO SCALE o ASTM E 1996 AND OF ASTM 1886.AS NOTED IN NYS RESIDENTIAL CODE. ALTERNATE TO 130 MPH & CLOSER THAN ONE MILE TO COAST LINE OR GREATER THAN OR 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. EQUAL CTION FOR WOOD FRAMED BUILDINGS ENGINEERED PLYWOOD PANEL WINDOW ANC DOOR ENGINEERED LUMBER-LVL 1.9E Fb-2,600psi &11 7/8"TJI/560SERIES MAXIMUM VERTICAL SHEAR-2,050 Ibs 0 DETAIL PLYWOOD DETAIL @WINDOW OPENING SCALE: NOT TO SCALE L i GENERAL NOTES: 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION NOTES: FRAMING NOTES: HVAC NOTES: 0.0 GENERAL NOTES&SPEC]FICATIONS: ADOPTS WITH AMENDMENTS IRC 2018 CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL BUILDING CODES WOOD AND TIMBER CONSTRUCTION SHALL COMPLY WITH REFERENCE OR LATEST EDITIONS THE HEATING CONTRACTOR SHALL FURNISH AN ENGINEERED HEATING LAYOUT IN CHAPTER 3:BUILDING PLANNING INCLUDING CHAPTER 4 OF THE IRC 2018 OF THE FOLLOWING STANDARDS:NATIONAL FOREST PRODUCTS ASSOCIATIONS,AMERICAN CONFORMANCE WITH LOCAL CODES AND ALL MATERIAL AND LABOR UNDER THE SCOPE OF THE 1. THE CONTRACT DOCUMENTS CONSIST T OF THE OWNER-CONTRACTOR AGREEMENT,THE ARCHITECTS CONSTRUCTION PLANS, ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1(2),R404.1(3),AND R404.1.1(4) INSTITUTE OF TIMBER CONSTRUCTION,AMERICAN PLYWOOD ASSOCIATION,AMERICAN CONTRACT.THE CONTRACTOR SHALL INSTALL A HEATING SYSTEM COMPATIBLE WITH THE POSPISIL & BROWN SPECIFICATIONS AND INSTRUCTIONS ICUNS TO BIDDERS AND ALL ADDENDA R ANY). SECTION R301:DESIGN CRITERIA OF THE IRC 2018. WOOD PRESERVERS ASSOCIATION STANDARDS EXISTING SYSTEM.ALL WORKMANSHIP SHALL BE OF THE BEST QUALITY AND DONE BY 2. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ALL CONCRETE SPECIFIED BELOW CONFORMS WITH TABLE R404.2 OF THE RESIDENTIAL CODE OF MECHANICS SKILLED IN THE TRADE. ACCORDANCE WITH ACCEPTED PRACTICE. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,DRAWINGS,FLOOR PLAINS, OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE GENERAL CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN ONE&TWO FAMILY DWELLINGS(2015 EDITION) NEW YORK STATE. ARCHITECTS P. C. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY 3. THE OWNER AND ARCHITECT HAVETHE AUTHORITY TO REJECT WORK WHICH DOES NOT CONFORM TO THE DRAWINGS.THE GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK CONTRACTOR,AT NO ADDITIONAL,COST TO THE OWNER OR ARCHITECT,SHALL CORRECT ALL WORK REJECTED. SECTION R303:LIGHT VENTILATION AND HEATING CONSTRUCTION. 4. SHOULD THE DRAWINGS AND I OR;SPECIFICATIONS,IN THE OPINION OF THE CONTRACTOR,SHOW ADDITIONAL WORK,OR WORK RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO CODE EXISTS,THE WORK SHALIL CONFORM 1. ALL CONCRETE 3,500 PSI AFTER 28 DAYS PMINIMUM OF MORE EXPENSIVE CHARACTER THAN OF ACCEPTED PRACTICES,IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY REQUIRED GLAZING AREA HABITABLE ROOMS: $% . TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE INTERNATIONAL THE ARCHITECT IN ORDER THAT PROPER ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL ASSUME FULL 2. ALL REBAR ASTM A-615 GRADE 60. WOOD FRAMING RESIDENTIAL CODE AND ALL APPLICABLE SUPPLEMENTS INCLUDING SOUTHERN BUILDING CODE REQUIRED OPENABLE AREA: 4% CONGRESS. RESPONSIBILITY FOR WORK DONE,OR MATERIALS SUBSTITUTED,WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT,IF SUCH www.pospisilbrown.com 1.ALL LUMBER IS TO BE N0.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING WORK OR(MATERIAL IS IN CONTRAST TO THE CONTRACT DOCUMENTS,DRAWINGS OR SPECIFICATIONS PREVIOUSLY APPROVED. PROVIDE 3 SO FT OF WINDOWS.1.5 SO FT OPERATIONAL IN BATHROOMS*EXCEPTION: 3. FOOTINGS WIDTHS SHALL COMPLY WITH TAABLE R403.1(1)OF THE IRC 2020. FOOTINGS SHALL BE MINIMUM SPECIFICATIONS: MECHANICAL SYSTEMS SHALL BE INSTALLED IN CONFORMANCE WITH THE INTERNATIONAL 141 Hampton Road T:631.283. 465 4, THE LATEST EDITION OF THE GENERAL CONDITIONS OF THE AMERICAN INSTITUTE OF ARCHITECTS SHALL GOVERN AND BE WHERE ARTIFICIAL LIGHT AND/OR MECHANICAL VENTILATION IS PROVIDED PLACED AT A D RESIDENTIAL CODE PARTS V&VI,CHAPTER 12 THRU 24. Southampton,DEPTH TO CONFORM TO ALL FEDERAL,STATE AND LOCAL BUILDING CODE. FB=875 PSI 3 NY. 11968 F:631.283.3593 MADE PART OF THESE SPECIFICATf IONS. PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS FOOTINGS ARE TO BE INSTALLED ON SOIL.HAVING A MINIMUM ALLOWABLE BEARING CAPACITY FV=180 PSI ALL ELECTRICAL EQUIPMENT AND INSTALLATIONS SHALL BE IN COMPLIANCE WITH THE 5. DISCREPANCIES: OF 1 TON PER SQUARE FOOT,UNDISTURMED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS FC PERP=625 PSI INTERNATIONAL RESIDENTIAL CODE PART VIII CHAPTERS 33 THRU 42.-WHENEVER THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS OR THE DRAWINGS AND SPECIFICATION,THE GENERAL SECTION R304:MINIMUM ROOM AREAS ARE TO BE INSTALLED A MINIMUM OF T BEELOW GRADE UNLESS INDICATED OTHERWISE. E=1,600,000 PSI CONTRACTOR SHALL CONTRACT FOR,PROVIDE AND INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF MATERIAL OR PROVIDE MIN.1 ROOM WITH NO LESS THAN 120 SO FT GROUND THE WIRING SYSTEM OF THE PREMISES WITH A GROUNDING ELECTRODE CONNECTED,WORK CALLED FOR,UNLESS OTHERWISE ORDERED IN WRITING. 4. REBAR SHALL BE RUST FREE AND PLACED)NO CLOSER THAN 11"FOR#5 BARS AND SMALLER IN ACCORDANCE WITH SECTION E3507 AND SIZED IN ACCORDANCE WITH E3503.1 AND TABLE 6. WRITTEN DIMENSIONS(OR NOTES REGARDING ALIGNMENTS OR CENTERLINES)SHALL GOVERN OVER SCALED DIMENSIONS. DO OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF 2 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Project Name: AND 2"FOR#6 BARS AND LARGER TO SURtFACE TO CONCRETE IN CONTACT WITH EARTH WHEN FB=2,900 PSI E3503.1.ROD ELECTRODE IS TO BE MADE OF ZINC COATED IRON OR STEEL,SHALL BE 5/8" NOT SCALE:DRAWINGS. AND FOR KITCHENS CONCRETE IS CAST IN FORMS.REBAR INSTTALLED ALONG THE TOP OF THE FOUNDATION WALLS FV=290 PSI MINIMUM DIAMETER,AND SHALL BE 8'-0"LONG.NON-FERROUS ROD IS TO BE 1/2"MINIMIUM 7. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF OR THE WORK OF THE GENERAL CONTRACTOR AND WITHOUT WINDOWS ARE TO BE INSTALLEED 10"BELOW THE TOP OF THE FOUNDATION WALL. FC PERP=650 PSI DIAMETER,IN ACCORDANCE WITH E3508.2.1. ANY OTHER SUBCONTRACTORS,NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN T-0"ANY HORIZONTAL REBAR INSTALLED ALONG THE TOP OF FOWNDATION WALLS WITH WINDOWS ARE TO BE E=2,000,000 PSI Schneider Residence 8. INTERPRETATION OF DETAILS:IF TfHE CONTRACTOR OR ANY SUBCONTRACTOR OBJECTS TO ANY DETAILS CONTAINED ON THE DIMENSION ALL ELECTRICAL WORK TO BE INSTALLED SHALL BE IN ACCORDANCE WITH THE N.E.C.AND SHALL CONSTRUCTION DOCUMENTS,HE SHALL SUBMIT SUCH OBJECTIONS TO THE ARCHITECT IN WRITING WITHIN SIX(6)DAYS AFTER INSTALLED 3"BELOW THE BOTTOM OF THEE WINDOW OPENING. BE U.L.APPROVED.ALL EQUIPMENT SHALL COMPLY WITH N.E.C. 110.3. EXCEPTION FOR KITCHENS 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM ISSUANCE OF DETAILS. FAILURE TO DO SO WILL BE CONSTRUED AS CONTRACTOR'S ACCEPTANCE. 5. ALL SNAP OFF FORM TIES ARE TO BE REMIOVED AND REMAINING OPENINGS ARE TO BE SPECIFICATIONS: UPON COMPLETION OF WORK,TEST INSTALLATION THOROUGHLY AND RENDER IT FREE FROM 9. MEASUREMENTS:BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY ALL SECTION R305:CEILING HEIGHT SEALED/GROUTED. FB=2,800 PSI SHORTS,GROUNDS,OR IMPROPER CONNECTIONS. S9O RUCK Lane MEASUREMENTS AT THE BUILDING AND THE SITE AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA CHARGE OR COMPENSATIONS WALL BE ALLOWED ON ACCOUNT OF DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE MIN.CEILING HEIGHT FOR HABITABLE ROOMS=7'-0„ FV=290 PSI 6. JOINT REINFORCEMENT,ANCHOR TIES ANJD WIRE FABRIC SHALL CONFORM TO THE FOLLOWING FC PERP=740 PSI THERMAL AND MOISTURE PROTECTION: Southold New York MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE *HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=T-0" STANDARDS;ASTM A82 FOR JOINT REINFCORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 E=2,100,000 PSI ALL INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL ARCHITECT FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. 1.BEAMS AND GIRDERS NOT LESS THAN 4'-0"O.C.CAN PROJECT 6" FOR STEEL PLATE,HEADED AND BENT BAFR ANCHORS;AND ASTM A3666 FOR SHEET METAL CODE AND THE INTERNATIONAL ENERGY CONSERVATION CODE.10. RESPONSIBILITY:EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL FURNISHED HIM AND FOR THE EXECUTION OF ANCHOR TIES. 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN YELLOW PINE WITH THE HIS WORK IN ACCORDANCE WITH'THE TRUE INTENT OF THE DRAWINGS AND CONTRACT.HE SHALL PROVIDE WITHOUT EXTRA 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT= 7 ALL ROOFING SHALL COMPLY WITH SECTIONS R902,R903,R904 AND R905.2 OF THE CHARGE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK EVEN THOUGH NOT PARTICULARLY INDICATED OR SPECIFIED. 6'-8"(BEAMS,GIRDERS&DUCTS MAY PROJECT TO 6'-4") WEATHER WEATHER SHALL CONFORM TO ASTM A15METAL STRAPPING USED FOR USE IN EXTEER A WALLS AND NOT DIRECTLY EXPOSED T FOLLOWING MINIMUM SPECIFICATIONS: :3,CLASS B-2,METAL STRAPPING FOR USE IN INTERIOR FB=975 PSI INTERNATIONAL RESIDENTIAL CODE. 11. DEVIATIONS: THE OWNER RESERVES THE RIGHT AT ANY TIME DURING THE PROGRESS OF THE WORK TO DEVIATE FROM PLANS 3.NO MORE THAN 50%OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN WALLS SHALL BE MIN.GALVANIZED AND CONFORM WITH ASTM A641,CLASS 1.METAL PLATES, FV=175 PSI OR SPECIFICATIONS. THIS WILL NOT INVALIDATE THE CONTRACT. AN ALLOWANCE OR DEDUCTION WILL BE MADE. ALL FLASHING SHALL COMPLY WITH SECTION R703.4 OF THE INTERNATIONAL RESIDENTIAL CODE. 12. EXTRAS:BILLS FOR EXTRAS WILL IBE ALLOWED ONLY WHEN WORK IS ORDERED IN ADVANCE IN WRITING, REQUIRED HEIGHT CONNECTORS,SCREWS,BOLTS AND NAIUS-EXPOSED DIRECTLY TO WEATHER ARE TO BE FC PERP=565 PSI STAINLESS STEEL,HOT DIPPED GALVANIZEED AFTER THE FASTENER OR CONNECTOR IS E=1,600,000 PSI ATTACHMENT OF ALL SIDING SHALL BE IN CONFORMANCE WITH TABLE R703.3(1)OF THE 13. TEMPORARY HEAT&POWER:THE GENERAL CONTRACTOR SHALL PROVIDE&MAINTAIN ALL HEAT REQUIRED FOR THE PROPER 4.BATHROOMS SHALL HAVE A MINIMUM 6'-8"CEILING HEIGHT OVER FIXTURES AND FABRICATED TO FORM A ZINC COATING NCOT LESS THAN 1 OZ.PER SF OR HOT DIPPED GALV. INTERNATIONAL RESIDENTIAL CODE EXECUTION OF THE WORK. A MINIMUM TEMPERATURE OF 55 DEGREES F.SHALL BE MAINTAINED DURING APPROPRIATE STAGES SHOWER HEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6'-8"ABOVE A MIN.AREA OF WITH A MIN COATING OF 1.8 PER SF OF STfEEL CONFORMING TO ASTM 90. 5.ALL ANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM ALL EXTERIOR WALL SHEATHING SHALL BE COVERED WITH PLASTIC WRAP"TYVEK"VAPOR OF THE WORK.THE CONTRACTOR;SHALL COORDINATE WITH LIPA THE PROVISION OF A TEMPORARY ELECTRIC SERVICE. THE 30"x30"AT THE SHOWER HEAD OWNER SHALL BE RESPONSIBLE TO PAY FOR ALL TEMPORARY UTILITIES. SPECIFICATIONS: BARRIER PER TABLE R702.3.5 OF THE INTERNATIONAL RESIDENTIAL CODE AND SECTIONR402.1.1 SECTION R308:GLAZING 8. THE FOUNDATION CONTRACTOR SHALL CCOORDINATE WITH THE PLUMBING AND ELECTRICAL FB=3,000 PSI 14. TEMPORARY ENCLOSURES:ALL TEMPORARY ENCLOSURES SHALL BE PROVIDED WHENEVER NEEDED EITHER FOR PROTECTION OF THE INTERNATIONAL ENERGY CONSERVATION CODE. FROM WEATHER OR TO PROTECT THE BUILDING AGAINST ENTRY,THEFT OR CONSTRUCTION DAMAGE. PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS CONTRACTORS RELATIVE TO INSTALLATIO)N OF SLEEVES AND OTHER PENETRATIONS PRIOR TO FV=300 PSI POURING CONCRETE. FC PERP-805 PSI ALL PENETRATIONS TO THE BUILDING ENVELOPE SHALL BE SEALED,CAULKED,GASKETED, 15. GENERAL CONTRACTOR TO COORDINATE WITH OWNERS AUDIONISUAL CONTRACTOR EXACT LOCATIONS OF ALL EQUIPMENT, PERMITTED SPEAKERS,WIRING AND CABLE WIIRING. E=2,100,00 PSI WEATHERSTRIPPED OR OTHERWISE SEALED INCLUDING BUT NOT LIMITED TO AREAS AROUND 16. GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER'S TELEPHONE/CABLE AND ALARM CONTRACTORS EXACT SECTION R309:GARAGES AND CARPORTS 9. THE ENGINEER IS TO BE CONTACTED IF UNVACCEPTABLE OR QUESTIONABLE SOIL IS WINDOWS,DOORS,HVAC DUCTWORK,PLUMBING PIPE,ELECTRICAL PENETRATIONS,ETC. ENCOUNTERED DURING EXCAVATION.UNAACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR 6.CONSTRUCTION DESIGNED TO WITHSTAND A 130 MPH WIND LOAD AS PER ON OF THE ACCORDING TO SECTION R402.4 OF THE INTERNATIONAL ENERGY CONSERVATION CODE. LOCATIONS OF ALL EQUIPMENT,VIVIRING,ETC. OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED ORGANIC MATERIAL. LISTED STANDARDS. 17. ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL BE THE DUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE AS PER R.301.2.1.1 DESIGN CRITERIA RECESSED LIGHTING SHALL BE EITHER TYPE IC RATED WITH NO PENETRATIONS BETWEEN THE RESPONS1131LITY OF THE GENERALL CONTRACTOR. ANY CORRECTIVE WORK REQUESTED BY THE OWNER AND/OR ARCHITECT PERMITTED 10. INSTALL ISOLATION JOINTS ALONG FOUNWATION WALLS AND AT COLUMN AND OTHER FLOOR INSIDE OF THE FIXTURE AND THE CEILING CAVITY,OR TYPE IC OR NON-IC RATED AND INSTALL IN BASED UPON UNAUTHORIZED CHANGES ON THE PART OF THE GENERAL CONTRACTOR,SHALL BE COMPLETED BY THE GENERAL A SEALED BOX CONSTRUCTED FROM 1/2"GYPSUM BOARD,OR TYPE IC RATED,TESTED,AND CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND WITH NO EFFECT TO THE TIME LINE OF THE PROJECT. PROVIDE VERTICAL SEPARATION.VERT:3/4"RESISTANCE 5/8"TYPE X GARAGE SIDE,112" PENETRATIONS. 7.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE ( NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. LABELED AS TO BRING AS TO BEING"AIR TIGHT"ACCORDING TO SECTION R402.4.5 OF THE 18. THESE CONTRACT DOCUMENTS,AND ALL COPY RIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE ARCHITECT AND TYPE X OPPOSITE SIDE) 11. FOUNDATION EXCAVATION IS NOT TO BE MACK FILLED PRIOR TO THE INSTALLATION OF THE INTERNATIONAL ENERGY CONSERVATION CODE. CANNOT BIE USED FOR ANY OTHEfR MEANS. FLOOR FRAMING. 8.ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR 19. THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE NATURE AND BEARING POWER OF THE SOIL AND REPORT ANY PROVIDE HORIZONTAL PROTECTION.HORIZ:ONE LAYER 5/8"TYPE X GYPSUM VAPOR RETARDERS(WITH A MAXIMUM PER RATING OF 1.0)MUST BE INSTALLED ON THE"WARM IN STAINLESS STEEL.DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE WINTER"SIDE OF ALL NON-VENTED FRAMING CEILINGS,WALLS AND FLOORS.WHERE FOIL FACED UNSTABLE CONDITIONS TO THE AfRCHITECT. PROVIDE NON-COMBUSTIBLE FLOOR SURFACE 12. BACKFILL ALONG FOUNDATION WALLS IS TIO BE CLEAN MATERIAL AND IS TO BE MECHANICALLY MADE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE THE ARCHITECT HAS NOT BEEN PFROVIDED WITH ANY SOILS REPORTS/DATA,AND ASSUMES 1 1/2 TONS PER SQUARE FOOT SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS COMPACTED IN 6"LIFTS TO 95%OF MAXIMIIUM DRY DENSITY. TO BE NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. INSULATION BOARD IS SPECIFIED ALL JOINTS AND SEAMS SHALL BE SEALED AND TAPED. BEARING CAPACITY. SUPPLY AND RETURN AIR DUCTS LOCATED WITHIN CRAWLSPACES,UN-INSULATED BASIEMENTS, 20. VERIFY DIMENSIONS AT THE SITE,AFFECTING THE WORK. BRING FIELD DIMENSIONS WHICH ARE AT VARIANCE TO THE PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENT AREAS SILL HEIGHT NO MORE 13. SUGGESTED UNDERPINNING PROCEDURES: 9.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE, ATTICS AND FRAMED WALL CAVITIES MUST BE INSULATED R8 ACCORDING TO SECTION R403.3.1 ATTENTION OF THE ARCHITECT, MC,EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCES THAN 44"A.F.F. WITH AN APA SPAN RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED OF THE INTERNATIONAL ENERGY CONSERVATION CODE. BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS. A UNDERPIN PRIOR TO ADDITION OF ANY PNEW LOADS ON WALL. TO THE FLOOR JOISTS 6"O.C.EDGES AND 12"O.C. FIELD 21. COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS WITH REGARD TO MATERIALS AND METHODS OF ASSEMBLY WILL NOT MIN.OPENING AREA=5.75 SO FT(5 SO FT AT GRADE) ) ( ) ALL JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY FASTENED AND SEALED VIVITH ASSURE ACCEPTANCE OF THE WORK. OF EQUAL IMPORTANCE IS GOOD WORKMANSHIP,THE LACK OF WHICH WILL BE MIN.OPENING HEIGHT CLEAR=24" B)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL WELDS,GASKETS,MASTICS,MASTIC PLUS EMBEDDED FABRIC OR APPROVED TAPES.STANDARD SUFFICIENT CAUSE FOR REFUSAL.OF THE WORK. ENTIRE LENGTH OF THE AREA TO BE UNDEERPINNED ON BOTH SIDES OF THE FOUNDATION BE NAILED PER DETAIL J DUCT TAPE IS NOT PERMITTED. 22. THE GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE PROPER PROTECTION,PRESERVATION AND REPAIR OF MIN.OPENING WIDTH=20" ( ) THE EXISTING ADJACENT STRUCTURES,FINISHES AND UTILITIES,AS WELL AS NATURAL FEATURES,TREES AND SHRUBS NO TOOLS OR KEYS ALLOWED FROM INSIDE WALL. 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTSWATER HEATER WITH PIPE RISERS SHALL HAVE HEAT TRAPS ON BOTH INLET AND OUTLET OF WATER HEATER UNLESS THE WATER HEATER HAS INTEGRAL HEAT TRAPS OR IS PART©F A SURROUNDING THE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND ORDERLY FASHION AND FREE OF ALL MIN HORIZONTAL AREA OF WINDOW WELL SHALL BE 9 SO FT&MIN WIDTH OF 36 C)EXCAVATE BY HAND BELOW THE EXISTIING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. WITH SPANS EXCEEDING 8'. CONSTRUC . .TION DEBRIS. PROVIDEE CONSTRUCTION FENCING AROUND EXISTING TREES AND SHRUBS IMMEDIATELY CIRCULATING SYSTEM.TYPICAL METHODS FOR CREATING HEAT TRAPS ARE"U"OR"RAMS HORN" SURROUNDING THE CONSTRUCTION AREA. PROTECT EXISTING STREET AND CURBING FROM ANY DAMAGE IN ACCORDANCE SECTION R311:MEANS OF EGRESS D)INSTALL A KEY WAY BETWEEN SECTIONIS.ALLOW 7 DAYS CURING. 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. BENDS IN THE FLEXIBLE PIPE CONNECTORS OR INSTALLING AFTERMARKET PIPE NIPPLES WITH WITH LOCAL ORDINANCES. INTEGRAL TRAPS. 23. ALL PROOF OF INSURANCE SHALL.BE VERIFIED IN WRITING TO THE OWNER AND ARCHITECT INCLUDING BUT NOT LIMITED TO PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS GENERAL LIABILITY,WORKMANS COMPENSATION AND DISABILITY. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAIN4NG THE WITH WALLS AND ANY SOFFITS WITH 1/2"GYP.BD. E)BACK FILL 13.13LOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. THERMOSTATS MUST BE CAPABLE OF BEING SET DOWN TO 66'F OR LOWER FOR HEATING AND PROPER PROPERTY INSURANCE D)URING ALL PHASES OF WORK. MIN.WIDTH FOR HALLWAYS IS T-0" UP TO 85*OR MORE FOR COOLING.THERMOSTATS FOR BOTH HEATING AND COOLING MUST 24. THE WORK.AND MATERIALS SHAUL BE GUARANTEED FOR ONE YEAR,COMMENCING WITH THE GENERAL CONTRACTORS FINAL F)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR 14.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS HAVE A DEADBAND(TEMPERATURE RANGE WHERE NO HEATING OR COOLING TAKES PLACE)OF PAYMENT. DURING THIS TIME THE CONTRACTOR SHALL MAKE GOOD ON ALL DEFECTS.GRANTING OF A CERTIFICATE OF MIN.1 EXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE EXCESSIVE MOVEMENT AND/OR CRACKS.(NOTIFY THE ARCHITECTIENGINEER IF MOVEMENT INDICATED OTHERWISE. AT LEAST 6'F.HEAT PUMPS REQUIRE A THERMOSTAT CAPABLE OF PREVENTING BACKUP HEAT OCCUPANCY OR THE OWNERS USE OF THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. MIN.OPENING 3'-0"WIDE x 6'-8"HIGH AND/OR CRACKS ARE NOTED. FROM OPERATING WHEN THE HEATING REQUIREMENTS CAN BE MET BY THE HEAT PUMP ALONE.15.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE LOCAL,STATE AND FEDERAL LAWS AND REGULATIONS AND SHALL INDEMNIFY AND HOLD THE OWNER AND THE ARCHITECT 25. THE GENERAL CONTRACTOR SHAILL BE RESPONSIBLE FOR THE REMOVAL ALL WASTE AND DEBRIS IN COMPLIANCE WITH ALL WIDTH SHALL NOT BE LESS THAN 36"CLEAR.HANDRAIL PROJECTION IS 4.5"MAX SIMPSON TYPE 304 OR 316 STAINLESS STEEL. FOUNDATION INSULATION FOR CONCRETE SLAB CONSTRUCTION SHALL BE R-10 MIN.PERIMETER HARMLESS FROM ANY LOSSES OR CLAIMS IN CONNECTION THEREWITH. THIS CLAUSE SHALL SURVIVE THE TERMINATION OF HEADROOM MIN.=6'-8" 16.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED RIGID FOAM INSULATION BOARD"FOAMUTAR"150 AS MANUFACTURED BY OWENS CORNING. CONSTRUCTION,OR COMPLETION(OF THE OWNER/CONTRACTOR AGREEMENT. TREADS AND RISERS:8,25"MAX RISE,9"MIN.TREAD GALVANIZED, 26. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COORDINATE. ANYTHING FOUND ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS OR VISA VERSA,OR ANYTHING NOT EXPRESSLY SET FORTH IN EITHER,BUT WHICH IS A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"BETWEEN STEEL REASONABLY IMPLIED,SHALL BE FURNISHED AS THOUGH SPECIFICALLY SHOWN AND MENTIONED IN BOTH,WITHOUT EXTRA FLOOR LEVELS OR LANDINGS.CHARGE. PROVIDE FLOOR OR L PLUMBING NOTES: LANDING AT TOP AND BOTTOM OF STAIRS 1. ALL STEEL IS TO BE ASTM SPECIFICATION A-36 27. GENERAL CODE REQUIREMENTS-IINCLUDING BUT NOT LIMITED TO: THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL THE PERMITS,DRAWINGS,FLOOR PLANS, A. ALL TRADES,WORKMANSHIP AND MATERIALS MUST COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE FOR *EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING 2. ALL BOLTED CONNECTIONS ARE TO BE MADE WITH A-325 BOLTS. SCHEMATICS AND INSPECTIONS AS REQUIRED BY STATE AND LOCAL CODES AND ALL WORK ONE AND TWO FAMILY DWELLINGS((I.R.C.),TOGETHER WITH THE 2016 UNIFORM CODE SUPPLEMENT AND ALL LOCAL,STATE AND OVER STAIRS.SIZE OF LANDING IS MIN.36"IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL RELATED WITH THEIR RESPECTIVE TRADE.WHERE NO CODE EXISTS,THE WORK SHALL GOVERNMENTAL AUTHORITIES PING JURISDICTION. TO STAIR OR DOOR SERVED BALL WORK AND MATERIALS MUST UST I COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE AND THE 2016 3. SQUARE/RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION CONFORM TO THE REGULATIONS OF THE INTERNATIONAL BUILDING CODE,THE SUPPLEMENT,MECHANICAL CODE&PLUMBING CODES. WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER A500. INTERNATIONAL RESIDENTIAL CODE,AND ALL APPLICABLE SUPPLEMENTS INCLUDING THIE C. HABITABLE AREAS SHALL ME VENTILATED PER(I.R.C.),R303 AND BATHROOMS SHALL BE VENTILATED PER(I.R.C.),R303.3. THAN 2%SLOPE SOUTHERN BUILDING CODE CONGRESS. D. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED PER THE MINIMUM REQUIREMENTS OF 4. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 1#2"BOLTS OR UNLESS PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. OTHERWISE SHOWN ON THE PLANS. ALL PLUMBING WORK SHALL BE INSTALLED IN COMPLIANCE WITH THE INTERNATIONAL THE(I.R.C.),)R314,R315,N.F.P.A.72 AND UL 217,UL2034 REQUIREMENTS. RESIDENTIAL CODE PART VII,CHAPTER 25-33. E.FINISHED ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF THE(I.R.C.),)-CHAPTER 9. 1.HEIGHT=34"MIN,38"MAX F.BUILDING STRUCTURAL MATERIALS OR ASSEMBLY SUBJECT TO DETERIORATION SHALL CONFORM TO I.R.C. SECTIONS 5, 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND DRAINAGE SYSTEM WITHIN THE BUILDING TO BE CAST IRON OR PVC PIPE.EXTERIOR SANITARY ( ) 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN OVER ALL COLUMN SUPPORTS. Date: R317&R318. ENDS OR PROVIDE NEWEL POST OR SAFETY TERMS AND STORM SEWERS SHALL BE VITRIFIED BELL AND SPIGOT CROCK WITH ALL JOINTS WELL Permit Set 7-1 7-24 G. ALL HABITABLE SPACES SHALL ALLOW FOR EMERGENCY EGRESS WITH OPENINGS TO THE EXTERIOR OF MIN.5 S.F.ON CAULKED AND CEMENTED. THE FIRST FLOOR AND 5.7 SQUARE IFEET ON THE SECOND FLOOR BOTH WITH 24"MINIMUM HEIGHT AND 20"CLEAR WIDTH PER 3.MIN.HANDRAIL SPACE BETWEEN WALL AND RAIL=1 1/2" 6. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM Note: (I.R.C.)R310. TO AWS AND AISC STANDARDS. CLEANOUTS SHALL BE INSTALLED AT THE HIGHEST END OF EACH HORIZONTAL DRAINAGE RUN, THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF SECTION R312:GUARDS POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE AT EACH BRANCH CONNECTION(WHERE ACCESS IS AVAILABLE),AND AT THE BASE OF ALL H. PROVIDE SAFETY GLAZING PER(I.R.C.)SECTIONS R308.4&R301.2.1.2. SAFETY GLAZING SHALL BE PROVIDED IN ALL SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE ALL RAISED SURFACE 30"ABOVE FLOOR OR GRADE TO HAVE 36"MIN.GU KS. PE�/K 7.ALL WELD JOINTS ARE TO USE E70XX ELECTRODES. VERTICAL STACKS.VENTS SHALL BE INSTALLED THROUGHOUT AND CONNECT TO THE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR DOORS,PANELS WITHIN 24"OF DOODRS, (J I. SHOWER/TUB ENCLOSURES,AND)MEETING ALL OF THE FOLLOWING: THE EXPOSED AREA OF THE PANE IS GREATER THAT 9 STAIRS 30"ABOVE FLOOR OR GRADE SHALL HAV 3 " I�I,,.(.9t ig�$�5 a� VERTICAL STACKS)WHICH SHALL,IN TURN,BE EXTENDED THROUGH THE ROOF AND SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS f Ua"�"� :J 8.ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& SQUARE FEET AND THE BOTTOM ED)GE IS LESS THAN 18"ABOVE THE FLOOR AND THE TOP EDGE IS GREATER THAN 36 INCHESPROPERLY FLASHED.ALL VERTICAL STACKS SHALL SERVE THE MAIN HOUSE DRAIN FOR BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS GUARD OPENINGS T5RCf�wc&) DISPOSAL OF WASTE TO THE PUBLIC SEWER.WHEN THE PUBLIC SEWER IS HIGHER THAN THE AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER ABOVE THE f=LOOR AND THE GLASS'S IS WITHIN 36"OF AN ADJACENT WALKING SURFACE INCLUDING STAIRS&LANDINGS AND TUB 'ef ���I�y-Y►P,�j RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE N 13 A�AR MAIN HOUSE DRAIN,AS SUMP PUMP SHALL BE PROVIDED.PROVIDE FLOOR DRAINS WITH DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL PLATFORMS AND WITHIN 60"OF A STFAIR LANDING. TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE J.ENCLOSURE&VENTILATION OF FUJEL BURNING AND/OR HEAT PRODUCING EQUIPMENT SHALL COMPLY WITH(I.R.C.). PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY OF TRAPS AS SHOWN IN THE CONSTRUCTION DRAWINGS. COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN K.FIRE STOPPING SHALL BE PROVIDEED PER(I.R.C.)R302.11 AND DRAFT STOPPING SHALL MEET THE REQUIREMENTS OF WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF (I.R.C.)R302.'12. BEDROOMS AND IN BASEMENTS FROM WATER METER,CARRY 3/4"MAIN TO LAUNDRY,BATH AND WASHROOM FIXTURES;WITH POSPISIL&BROWN ARCHITECTS,P.C. L.HABITABLE SPACES SHALL BE PROVIDED WITH ADEQUATE LIGHT(MIN 8%OF FLOOR AREA)AND VENTILATION.(MIN.4%OF FLOOR PROVIDE CARBON MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM OR A FUEL 1/2"BRANCHES TO FIXTURES,AS REQUIRED.CARRY 3/4"BRANCH TO WATER HEATER AND 3/4" COPYRIGHT 2023. ALL RIGHTS RESERVED. AREA)PER PART(I.R.C.)R303.1. FIRED/BURNING APPLIANCE AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. LINE TO HOSE BIBBS.FROM WATER HEATER,CARRY 3l4"SUPPLY TO ALL ABOVE ROOM WITH M. BRANCHES AS REQUIRED.ALL HOT AND COLD WATER SUPPLY PIPING SHALL BE"L"COPPIER. seal. E,tEu ARC GARAGE FIRE SEPARATION9S SHALL COMPLY WITH(I.R.C.)R302.5,R302.6&TABLE R302.6. 01.EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES PROVIDE HOSE BIBBS AS SPECIFIED IN THE CONSTRUCTION DRAWINGS,PROVIDE SHUT OFF �g� yiT N. ALL STAIRS,RAILS&WOOD SHALL COMPLY WITH(IS FROM SECTIONS R311.7&R312. RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WIRING VALVES AT THE ENTRANCE OF THE SYSTEMS,AT FIXURES,AND AT HOSE BIBB BRANCHES. 0 ()LIMES Fc 0. PROTECTION OF WOOD AN[D WOOD BASED PRODUCTS FROM DECAY&TERMITES SHALL COMPLY WITH(I.R.C.)SECTIONS � N AO �, R317&R318. AND THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER THAN THE OVER CURRENT VERIFY CONDITION,OPERABILITY,AND CAPACITY OF EXISTING WATER HEATER SYSTEM AND �,`� Q�"�" `r-o 28. UPON COMPLETION OF THE WORK;,THE CONTRACTOR SHALL HAVE ALL AREAS CLEANED INCLUDED BUT NOT LIMITED TO DEVICE PROTECTING THE BRANCH CIRCUIT. ADVISE OWNER OF CONDITION AND UPGRADE OPTIONS.WATER HEATER TO COMPLY WITH Q VACUUMING,WASHING AND POUSMING. 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE SECTIONS P501.4,P502.4,P503.1,P504.4.1,P504.6.1,P504.7,P606.1(8)OF THE INTERNATIONAL ° 1 b.29. THE GENERAL CONTRACTOR IS RE=SPONSIBLE,DURING ALL PHASES OF WORK,FOR ALL CONSTRUCTION MEANS,METHODS, ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE PLUMBING CODE AND RM2005.1 AND RM2005.2 OF THE INTERNATIONAL RESIDENTIAL CODE. It � J! TECHNIQUES,SEQUENCES,PROCEDURES AND SAFETY PRECAUTIONS CONNECTED THEREWITH. COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED 30. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL NECESSARY INSPECTIONS DURING WORK AS BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC FURNISH AND INSTALL ANY NECESSARY SAFETY CONTROLS,DEVICES,OR AUTOMATIC sr 018405 �� WELL AS FOR FINAL BUILDING DEPARTMENT APPROVAL AND FOR OBTAINING THE N.Y.S.UNDERWRITERS CERTIFICATE AND THE INSPECTIONS OR PRODUCTION OF LISTED EQUIPMENT AND WHOSE LISTING STATES THAT BLOWOFFS REQUIRED BY LOCAL REGULATIONS GOVERNING WATER HEATERS.GAS AND OIL 11 y0 CERTIFICATE OF OCCUPANCY/WARRANTS ION.THAT BURNING HEATERS SHALL BE CONNECTED TO FURNACE FLUES OR SEPARATE FIRECLAY TILE F Of NEB 31. THE GENERAL CONTRACTOR WARfRANTS THAT IT IS EXPERT IN THE TYPE OF CONSTRUCTION WORK AND METHOD OF THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. CONSTRUCTION REQUIRED HERE(UNDER. BY SUBMITTING A CONTRACT PRICE,GENERAL CONTRACTOR IS DEEMED TO HAVE 03.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE FLUE IN MASONRY CHIMNEY. REPRESENTED THAT ITS FIRM,SUPERVISORY STAFF AND WORKMAN ARE EXPERT AND EXPERIENCED IN THE TYPE,METHOD IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN ALL GAS PIPING TO BE STANDARD BLACK STEEL PIPE AND FITTINGS.CONNECT TO LOCATIONS Drawing Name: AND PERFORMANCE OF WORK REQUIRED,INCLUDING THE WORK NECESSARY TO PRODUCE THE BEST POSSIBLE AESTHETIC COMPLIANCE WITH THE REFERENCE STANDARD IRS 17-1. AS REQUIRED BY GAS BURNING FIXTURES. APPEARANCE FOR THIS PROJECT, CONSISTENT WITH THE CONTRACT DOCUMENTS,AND TO HAVE OFFERED SUCH EXPERTISE 04.SMOKE DETECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM MAXIMUM FURNISH AND INSTALL ALL PLUMBING FIXTURES WITH TRAPS INDICATED IN THE TYPICAL NOTES AND EXPERIENCE AS AN INDUCEMENT TO THE OWNER TO ENTER INTO AN AGREEMENT WITH THE GENERAL CONTRACTOR. ( ) CONSTRUCTION DRAWINGS AND REQUIRED BY INSTALLATION. 32. THE GENERAL CONTRACTOR SHALL ARRANGE WITH THE OWNER FOR PROPER STORAGE OF MATERIALS ON THE SITE SO THAT 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL ALL IS DONE IN AN ORDERLY AND SECURE FASHION. RESIDENTIAL CODE SECTION R315;ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS, BEFORE COVERING PIPES,THE ENTIRE WATER SYSTEM SHALL BE TESTED UNDER 100 Ibs 33. ALL SITE WORK INCLUDING BUT NOT LIMITED TO STORM WATER DISPOSAL AND SEPTIC SYSTEM SHALL MEET THE MIN.ONE PER FLOOR.DETECTORS CAN BE BATTERY POWERED. PRESSURE. REQUIREMENTS OF ALL AGENCIES HAVING JURISDICTION INCLUDING BUT NOT LIMITED TO THE NASSAU COUNTY DEPARTMENT OF HEALTH. ALL FIXTURES AND TRIM SHALL BE PROTECTED,ALL FIXTURES AND FITTINGS CLEANED,AND 34. THE OWNER SHALL SECURE THE SERVICES OF A LICENSED LAND SURVEYOR FOR FINAL SURVEY. ALL METAL WORK POLISHED AND LEFT IN A NEAT AND CLEAN CONDITION DURING Drawing Number: 35. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH RELEASE OF LIENS DOCUMENTS INCLUDING THE GENERAL CONSTRUCTION. CONTRACTOR,ALL SUB-CONTRACTORS AND THEIR SUPPLIERS. HOT WATER PIPING SHALL BE INSULATED BY THE PLUMBING CONTRACTOR IN ACCORDANCE 36. GENERAL CONTRACTOR HEREBY SPECIFICALLY ACKNOWLEDGES THAT THE CONTRACT DOCUMENTS ARE FULL AND COMPLETE, WITH SECTION N1103.4&N1103.5.3 OF THE INTERNATIONAL RESIDENTIAL CODE. AND SUFFICIENT TO HAVE ENABLED IT TO DETERMINE THE COST OF THE WORK AND THAT THE DRAWINGS,THE SPECIFICATIONS AND ALL ADDENDA(IF ANY)ARE SUFFICIENT TO ENABLE THE GENERAL CONTRACTOR TO CONSTRUCT THE WORK OUTLINED ALL MECHANICAL SYSTEM PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION THEREIN IN ACCORDANCE WITH ALL LAWS,AND OTHERWISE TO FULFILL ALL OF ITS OBLIGATIONS UNDER THE CONTRACT N1103.5 OF THE INTERNATIONAL RESIDENTIAL CODE. DOCUMENTS. IN ADDITION,IF GENIERAL CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY AND IF IT KNOWS OR SHOULD �© qD0 HAVE KNOWN THAT ANY OF THE CCONTRACT DOCUMENTS CONTAINS A RECOGNIZED ERROR,IN CONSISTENCY OR OMISSION, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH PERFORMANCE AND SHALL BEAR THE COST FOR CORRECTION THEREOF. I FOUNDATION PLAN LEGEND POSPISIL & BROWN Existing Construction To Remain ARCHITECTS, P. C. Existing Construction To Be Removed Poured Concrete Foundation Wall Stone/ Brick Veneer www.pospisilbrown.com 141 Hampton Road T:631.283.3465 C.M.U. Block Wall Southampton,NY. 11968 F:631.283.3593 — — — — Poured Concrete Footing r—� ®J Steel Column Wood Column Project Name: ❑ Post From Above —-— Beam Line Schneider Residence L--j Direction of Framing Above B.O.F. Bottom of Footing 890 Ruch Lane T.O.L. Top of Ledge Southold, New York T.O.S. Top of Slab T.O.W. Top of Wall Eq. Equal F.V. Field Verify O.C. On Center T.B.D. To Be Determined U.O.N. Unless Otherwise Noted A.F.F. Above Finished Floor Framing Notes: I .) Provide solid blocking below all frame walls. 2.) All dimensions are from framing unless otherwise noted. 3.) Use (3) M headers for windows and doors unless otherwise noted. 4.) Wide flange beams with offset point loads from above to receive web stiffeners below offset point load, typ. Existing Foundation to Remain Edge of existing entry stoop above, to remain Edge of existing deck to remain Edge of existing outdoor FI shower, to remain ASSUMED EXIST. CRAWL SPACE EXISTING Stern CRAWL UP-8 R's o L - - - - SPACE 0 I o IT #5 rebar dowels4-1 to be drilled * epoxy X F set into existing �' C2 D r Date: ASSUMED EXIST. foundation wall prior Permit Set 7-1 7-24 4� F-1to forming new wall CRAWL SPACE o I 1 2" o.c. vertically, typ. Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE 11W SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE u°_. Gas meter USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS RK.POSPISIL& EXISTING I Top of Slab = I I T.O.W._ -0'-102„± BROWN ARCHITECTS,PROJECT IDE P.CCSHALOPE OF THE L BE DEEMED THE AUTHORS x Edge of existing U N FI N 1 SI-1 ED -5'-2z'± (to (to align with existing) AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE to raised deck BASEMENT alignn w/ exist.)7 DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL above, to remain — I I TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPID, EXPLOITED,IN EXI55TI N G T.O.F._ -5'-G2"'± U M WHOLE OR NLPART WITOHOUT WRITTENCOMMELLY AUTHORIIZATION OF CRAWL o I (to align with existing) _' POSPISIL&BROWN ARCHITECTS,P.C. SI 'ACE Cut opening in I I COPYRIGHT 2023. ALL RIGHTS RESERVED. existing wall to — I NEW CRAWL SPACE Seal: provide ventilation 4 thick poured concrete slab aRcy, to new crawl space over 2" rigid insulation over G N S�LMF TFO A 51-1 O" ( Ig mil. polyethylene moisture vQ p� barrier over G gravel on well — — — — I compacted sub-grade. Q ' . CL pl 01E34�5 ��� SS OJ& N qTF OF NEw y® #5 rebar dowels to be drilled �n C ,S�j Drawing Name: epoxy set into existing foundation House trap wall prior to forming new wall 1 2" ,n o.c. vertically, typ. FOUNDATION PLAN Existing raked deck Existing Foundation to Remain proposed addition G11± Drawing Number: FOUNDATION PLAN i POSPISIL & BROWN ARCHITECTS , P. C. FLOOR PLAN LEGEND WINDOW SCHEDULE t__= Existingj Construction To Remain www.pospisilbrown.com SIZE (R.O.) 141 Hampton Road T:631.283.3465 /SERIES NO. MANUFACTURER TYPE MODEL# W H FINISH HARDWARE MUNTIN GLASS REMARKS Exlsting Construction To Be Removed Southampton,NY, 11968 F:631.283.3593 New Framed Construction J W WOI Marvin Elevate Double ung CN3248 p'_8J�' 4_0 Interior:White T.B.D. SDL, Low E Poured Concrete J Exteror:Ebony 02 Marvin Elevate Double Hung CN481 G 4'-O�' 1'-41 Interior:White T.B.D. 5DL, Low E C.M.U. Block Project Name: 0 Transom 4 Exterior:Ebony O LL Ea. Equal CE Centerline Schneider Residence F.V. Field Verify O.C. On Center 890 Ruch Lane Note: T.B.D. To Be Determined Southold, New York -Provide extension jamtb5 a5 field conditions dictate. -Provide the Architect,with a complete set of shop drawings for approval prior to placing window order. Any windows ordered without approval U.O.N. Unless Otherwl5e Noted form the Architect will Ibe the re5pon5lbllity of the Contractor. -Rough opening cl men55ion5 are minimum. Additional space may be required for use of building wraps, flashing, 5111 panning, brackets, fasteners or A.F.F Above Finished Floor other Items. GC to coordinate with manufacturer prior to framing. Existing deck on grade to Remialn Existing douse to Remain EXISTING ENTRY STOOP EXISTING Existing DECK Outdoor — — — — — — — — — — — — Shower No Change c E � N DINING ROOM IJo Change o I = BEDROOM # I N— — — — — — — — — — — — — — — — No Change I I � td E I O I LIVING ROOM OExist.Steps Din I No Change CL. CL. - Date: N Permit Set 7-17-24 m e---- Cn Note: ----- THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF I I-- - - - - - -1- - - - - NEW =Lp POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE O SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE r BATH I 0 1 +_� USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR 75 SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS I W/D PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS EXISTING I - AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER BREAKFAST I — N RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE 0 DECK i �� � DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL I I - AREA Ref. \ p TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE KITCHEN CL. - COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN No Change 4 No Change BED ROOM #G WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF HALL m POSPISIL&BROWN ARCHITECTS,P.C. BATH No Change Shower Ex15t. roof I � \ - COPYRIGHT 2023. ALL RIGHTS RESERVED. `i overhan \ No Change l u m u g Shower \ 5/2 5-I cn 5/2 Seal: - -- E%s Eu ARCy� F =N k O► M E �'S I +I Q- N ,o L, _ -C_ 102 O tD v J' I n' L — — — — — — — — — — — — IV 9 E— center window on e ° finished shower r`� ll.• O184(),'5 . �� s�gTF NE`N�04 3'-�.�/4i+ 3'-33/4°+ OF Drawing Name: Existing raised deck Exlsting House to Remain proposed addition 6 + FIRST FLOOR PLAN WINDOW SCHEDULE F I K5T F LOOK PLAN `� Drawing Number: 2 Top of Existing Finished I Top of Existing Finished —_ Primary Ridge _' __ � Primary Ridge POSPISIL & BROWN Elev. + 1 5'-11"+ F.V. �- 2 Elev. + 1 5'-12"±, F.W. To of EX15tIn Flnlshed p 9 . Top of Exlstln Finishied _ . . _ . . _ . . _ . . — . . _ . . — . . _ . . _ . . _ . . _ . . _ . _ . . _ . . _ . . — . . — . . — . . _ . . _ . . — . . — . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . � 5econdaryRldge . — . . _ . . _ . . _ . . — . . — . . — . . _ . . — . . _ . . _ . _ . . — . . — . . — . . — . . — . . — ARCHITECTP.C. ��._. .�- . . — . . — . . _ . . _ . . _ . . — . . — . . — . . — . . — . . _ . . — . . — . . _ . . _ . . ��a _ . . _ . . _ . . — . . — . . _ . . _ . . — . . — . . — . . � � . . — . — . . _ . . _ . . _ . . _ — . . —/ Secondary �� 12 Elev. + 1 4'-1 O4'±, F.V. 12 Elev. + 14'-104"±, F.V. Q6± Q6± l Top of Existing Finished ) Top of Existing Finished 1. I . all I11i — — — — — — — — . . _ . . — . . — . . Ridge, @DningRoom _ . . _ . . — . . _ . . _ . . _ . . — . . — . . — _ /�s Ridge@DlrnngRoorn — . . _ . . _ . . _ . . — . . _ . . _ . . — . . — . . _ . . — ,. � - �.. _ . . ,: �. . —�. . —�. . —�. . _ . . _ . . _ . . �I i�� . . . . _ . . www.pospisilbrown.com l� u�l�l ' � \ To of Exlstln Flmshed ' f f 1 � 1 Elev. + 1 1 7-L —, F.V. + 1 2 Elev. + I I' 74'±, F.W. 1 2 6—� 141 Hampton Road T:631.283.3465 �-1111 11 1 Ridge @ Master Bedroom Southampton,NY. 11968 F:631.283.3593 1_LL11 111 �' - LtL � � � — � � — � • � Elev. + I I' 5"±, F.V. I IL LA I I I � I III I(I�1 � I I I I I I I I III III I I I i I I I I --_ Project Name: E�J Ell e I — Schneider Residence Top — . _ . . _ . . _ . . — . . _ . . — . . _ . . _ . . _ . . _ . . _ . . _ . . _ . . — . . _ . . _ . . — . . ed — — floor@FrstPlolffiorhed 890 Ruch Lane Top o Exlsting Finish Floor @First Floor _ . . — . . _ . . . . . . . . _ . . _ . . — . . — . . _ . . — . — . . — . . — . . — . . � Southold, NewYork Elev. 0'-O" Existing outdoor shower, to remain Existing House (To Remain) Exlsting Deck on Grade (To Remain) Exist. Deck on Grade (To Remain) Exist. Steps (To Remain) Existing Deck (To Remain) NORTH ELEVATION WEST ELEVATION I 2 Scale:%4n = 1 '_On ITop of Existing Finished I Primary Ridge Elev. + 1 5'-12 Top of Existing Finished Top of Existing Finished — . . — . . — . . — . . — . . — . . —/ �, Secondary Ridge — . . — . . _ . . _ . . _ . . — . . — . . — . . . . . — . . — . . — . _ . . — . . — . . — . . — . . — — — — — Primary Ridge uI I I W i L1 I'�LdLi — — — — Elev. + 14'-104"±, F.V. Elev. + 15'-12'±, F.V'._1L1Lll 12 jf1 Il 21 1 Ll 12 + 12 11 i Q6-+- Top of Existing Finished 6—� Top of Existing Finished Ridge @ Master Bedroom 11 H Ill lill1 11 1 I' — — — — — — Rldge @ Dining Roonn 1 �L 1 LLL1 12 Elev. + 12' 9 "±, F.V. �. Elev. + I I'_ I J l 1 U 11IL li 1' Il Q6± I LEI Q6± \ Top of Existing ffmish,ed I I I Il 1J LI L1Lll j 111 'I�lJ1 Ridge @ Master Bediroom l i I I I I I I I I III I I III I I 1_�1.1�LL111_W1 ll_I1111�1 1 LI u ,J1 Jj Elev. + I I' 5"±, F.V. 1 1 O1 Existing outdoor --- __- shower, to remain i I Top of Existing Finished Top of Existing Finishied Floor @ First Floor Floor @ First Floor Elev. 0-0" Elev. O'-O" Exist. Deck on Grade Beyond (1 o Remain) Existing Deck (To Remain) Existing House (To Remain) New Addition Existing House New Addition Existing House (To Remain) (To Remain) 19 SOUTH ELEVATION Top OfExlstingFinished EAST ELEVATION Date: 3 Primary Ridge 4 Permit Set 7-17-24 Dev. + 1 5'-12"±, F.V. 5cale:14" = I '-0" Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE _ . . _ . . SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS 1 PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS A-3 TO of Existin Finished AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER p g RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE _ ————————— Ridge @ Master Bedroom DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL / New Addition TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE — COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN Elev. + 12' 9 "±, F.V. WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF I POSPISIL&BROWN ARCHITECTS,P.C. COPYRIGHT 2023. ALL RIGHTS RESERVED. Top of Double Wall z 1 Plate @ New Addition Seal: U - -- Elev. +8'-12'±, F.V. N�£MEg'0 °� I I Qo- y _ I I 1 I 018,4 .�. OF NEON y0� Breakfast Area Kitchen Hall Bath Bedroom #2 1 New Bath ( Top of Exlsting Finished Drawing Name: 1 Floor @ First Floor — I Elev. 0'-0" I 1 EXTERIOR ELEVATIONS 1 1 BUILDING SECTION I I I I I I r—� Unfinl5hed Basement 1 New Crawl 1 Drawing Number: 1 1 `--------------------' BUILDING SECTION (LOOKING NORTH ) /fo S /�C Scale:%4" = 1 '-0" -01 Top Of New Ridge @ Addition POSPISIL & BROWN EL. + I I'- 4 - (F.v.) ARCHITECTS P.C. Cricket beyond, ref. roof Ian / 12'x92" LVL Ridge Shaded area represents eX15ting roof framing to remain, G.C. to verify condition www.pospisilbrown.com New 'GAF' asphalt roof (Pewter Gray) 141 Hampton Road T: 631.283.3465 Ice * water shield on all eaves (min 24" from inside Southampton,NY. 11968 F:631.283.3593 edge of exterior wall ) valleys wrap by Benjamin Obdyke, or approved equal s ; <., 2' CDX plywood sheathing with I" rigid n5ulation, Project Name: min. G.G R value, similar to 'ZIP System' or approved equal 2x8 roof rafters w/ closed cell spray foam Schneider Residence \ insulation (min. R-42) 890 Ruch Lane Copper flashing @drip edge Southold New York '' ll Top of Wall Plate @Addition i" —EL. +7 I -72 ± (Align w/ Existing) I x 'Azek' fascia board 2x 'Azek' sub fascia 2x8 ceiling J015t5 @ I G" O.C. �J Wood crown, ptd. Profile to be '" I x 'Azek' soffitt selected by owner For header 51ze5, reference structural drawings OIL Window Head Height EL. +G'-9"± (Align w/ Existing) y New clad exterior thermal pane window doors by Marvin w/ .28 U value min. y\ y \\� '41 Shaded area represents existing framing �] to remain, G.C. to verify condition New 'Hardie' artisan 5hiplap siding, typ. (color to be 8" 5heetrock (unless otherwise noted), ! determined by owner) reference interior elevation sheets ' I I mm thick'HydroGap' housewrap by I x wood baseboard, ptd. Benjamin Obdyke, or approved equal Finish flooring, see floor plans ° o and Interior elevations ° % 2" CDX plywood sheathing with I" rigid insulation, y\ similar to Zip System or approved equal all plywood sub-floor, glued and screwed .'i' 2xG wall studs @ I G" o.c. with 3-2" (R-2 1) batt 11`151.1lation, typ,. y 2x8 floor Jo15t5 to be 5i5tered to exist.- Reference S-drawings for directions Hurricane strapping; Refer to sheet A-0. I R-30 batt Insulation \ Medium den5lty closed cell insulation NEW BATh within floor cavity, typ. = %,i, at perimeter, 3" min., typ. Top Of Existing Finished - - — OIL Floor @ First Floor EL. O-O (Align w/ Existing) rim board (2) 2x4 treated 5111 plate w/sill sealer and 'Copperkraft' termite shield (Installed copper side up)- typ., with g"x 18" hooked anchor bolt with washer at top @ 32" o.c., 1 2" from corners and openings- typ. _ Top of Poured Conc. Wall `IdEL. -0'-102"± (Align w/ Existing) Date: h — — I\ _ 0 ° 110 Permit Set 7-1 7-24 d II — — I I Note: 1 _ _ d 1 1 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE Approx. finished grade SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE SUPPLIERS ON OWNER. PROJECTS OR OR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& ° 1 I 2- #5 re-bar continuous, 3" from top and bottom BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER (1) heavy coat spray-on waterproofing (by RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE I I DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL atchdog' or approved equal) on exterior face TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE fou 15- typ. r� l COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. I C 000 ps) poured concrete foundation wall COPYRIGHT 2023. ALL RIGHTS RESERVED. d d I I�/J 1 ° 6� Seal: ° rea re existing concrete L E�l ARCh'i wall to remain, G.C. to verify condition T a F' — — Q� Np`MESA Q #4 dowels @ 18" o.c. 2.5" blueboard rigid m5ulation (R-1 2 min) S+l 018,4 •>t, gT't OF NEB 2- #5 re-bar continuous, 3" from top and bottom CRAWL SPACE G" 2" 41' z' G" 1 Drawing Name: f - _ Top of Poured Conc. Slab d ° ° ° ° d ° d ° v < o 1 I°O I EL. -5'-21"± (Align w/ Existing)\ TY ° d ° PICAL WALL SECTION ° dd ° ° ° ° dd ° ° ° ° ° I L_ Top of Poured Conic. Footing d� ° ° ° G — EL. -5'-G2'+ (Align w/ Existing) d ° 2x4 continuous key joint ° I a p a I Continuous poured conic. footin (4000 5i) ° p 9 p Drawing Number: —�J� — ° d G n— ° d ° C--=== =_--_ _ _ #4 re-bar horiz. @ 18" o.c. O O TYPICAL WALL SECTION ° ° d 3- #5 re-bar continuous, 3" from bottom and ° 51de5 Scale: I L" = P-0" L I© QD 2 5TRUCTU RAL PLAN LEGEND POSPISIL & BROWN ARCHITECTS, P. C . E1 1 3 2" Dia. Steel Column L_J www.pospisilbrown.com k ET3-2xG Post. Unless noted otherwise 141 Hampton Road T:631.283.3465 Southampton,NY. 11968 F:631.283.3593 0 Point Load From Above []R Point Load From Roof Project Name: -- Beam Line !' sL777 Interior Bearing Wall f I i Schneider Residence I I _ 890 Ruch Lane Framinc N� _ _ _ _ _ _otes: � � Southold, New York .) Provide solid blocking below all frame walls. I 2.) All dimensions are e from framing unless otherwise noted. O 7 Use 2 L" L.V.L. headers for windows and doors unless - 3.) 4 � I otherwise noted. .......... .. . 4.) Wide flange beaims with offset point loads from above to receive; web stiffeners below offset point load, typ. : a' I 5.) Roof rafters shaill be doubled-up wherever double collar ties L - - - - - -1 - - - - are shown. - y 2x8 'ellln Joists — 1 G" O.C. I I / II / I ; o - I I I— —- D2FI K5T FLOOK CEI LI NG TAM I NG PLAN Scale: 14" = I '-0" r— —� I - - - - - �. r- - — — — — — — — 1 I \ I I I I I I I J L- - - - I I - Date: Permit Set 7-1 7-24 \ Note. \ / I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF JA\\ / POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE S I SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE �+�\\ USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR O I SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS / \ l PROJECT OUTSIDE THE\ SCOPE OF THE WORK.POSPISIL&2x8 R.R. h I BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS / / 1 @ 1 Gn O C I \ I N 0 ❑ AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER L RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE O` O 0 DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL I— — \ /� O N TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE G _z 7 COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN 0 WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. COPYRIGHT 2023. ALL RIGHTS RESERVED. v `+— Seal: 2x8 Roof Rafters �;tEu ARC @ I G O.C. �,���, Ot MES H�TFc / / o O x x N A J \ N 2x8 Roof Rafters 2x8 Floor Joists / \ @ IG" O.G. N N @IG" O.0. lab, Q. / ora4o �- F,, Existing 2xG F.J.'s @ Existing 2xG F.J.'s @ Existing 2xG F.J.'s @ S� ¢ I G" O.C. (to remain) l I G" O.C. (to remain) I G" O.C. (to remain) qTF OF NEB�0 / \ OL h� (V — I I Drawing Name: �6G/� — � - - - -- - - - - - - � FRAMING PLANS L — — — — — — — \ I - L/ Drawing Number: Roof FIN\AM 1 N G PLAN FI I�ST FLOOK EDAM I NG PLAN 3 � CQ1 5cale: 14" = 1 '-0" o ELECTRICAL SYMBOL LEGEND POSPISIL & BROWN Switch ARCHITECTS P. C. $, Three-Way Switch $� Four-Way Switch D Dimmer- or Variable Speed fFan Control 3D Three-Way Dimmer Switch www.pospisilbrown.com EXISTING 141 Ham �D Four-Way Dimmer Switch ton Road P T:631.283.3465 ENTRY STOOP Soutbampton,NY. 11968 F:631.283.3593 $� Jamb Switch Duplex Outlet EX15tin_q T I Split Wire Duplex Outlet EXISTING Outdoor DECK _ _ _ __ _ _ _ _ _ _ _ r Project Name: Ground Fault Interrupter Dwplex Outlet 1 Shower GFI IF Duplex Outlet w/Specified Height �30,� ', Schneider Residence Duplex Outlet w/ USB Fort CDDINING ROOM I Cabinet Mounted Duplex OVutlet Existing to Remain i 890 Ruch Lane No Recessed Floor Outlet (Dulplex) Southold, New York BEDROOM # I Waterproof Outlet (Exteriorr) ( — — — — — — — — — — —— — — — — Existmg to Remam Dedicated Outlet or J Box for Appliances Quadruplex Outlet I LIVING ROOM Wall Mounted Fixture (Scomce) I Existing to Remain-�} Wall Mounted Fixture w/ Smitch I I CL.IV CL. I ` E Exterior Wall Mounted FlxtLure Recessed Accent Light I IL I NEW Recessed Ceilincj Fixture BATH I ___J - - Exterior Recessed Ceiling ifixture EV15TI N G BREAKFAST �� a Recessed Ceilin Wall Was6her [DECK 9 fi AREA "---- 1 KITCHEN CL. N Recessed Ceiling Fixture fcnr Wet Location y;——————I Existm to Remy n � � ° Existing to Remain HALL BEDROOM #2 Closet Interior Fixture r - U BA-I I I Existing to Remain Shower Existing h r to Remain S OWe Pendant Hung or Surface NvIounted 4- Decorative Fixture I =-- i Recessed AdJustable Dowrn light �F Porcelain Surface Mountedf Ceiling Fixture L — — — i--, Under Cabinet Lighting ----- LED Rope Lighting Cellind Fan EI RST FLOOR ELECTRICAL PLAN LT Ceilincl Fan w/ Light Fixture. ® Exhaue,t Fan 5cale:14" Exhaust Fan w/light ,IV Exterior Flood Light Exterior Recessed Wall/5tep Light Telephone Jack ® Recessed Telephone Jack 1 Doorbell c Door Chime f Smoke; Detector I _ cnn Carbon Monoxide Detector ASSUMED EXIST. Garage Door Key Pad � I CRAWL SPACE ® Ceilincl/Wall Mounted Receptacle for Garage Door Equipment I EXISTING Date: WL 4 Garage Door Opener — — SPACE Permit Set 7- 1 7-24 Note: A-I Alarm System Key Pad Existing to Remain I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR T Cable Television Jack SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL& Duplex Cat * Cable Recepttacle I BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS,IN ADDITION TO THE COPYRIGHTS.THE Central Vacuum Outlet I ASSUMED EXIST. DESIGN SHOWN AND DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN jP Speaker I CRAWL SPACE WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS,P.C. �r Thermostat COPYRIGHT 2023. ALL RIGHTS RESERVED. 0 Seal: EXISTING NEW I I �5`�'jEu aR�y'T UNFINISHED CRAWL I I � °� MEsA Fc� P Electrical Notes: BASEMENT SPACE Existing to Remain I .) All receptacles to be centered in bm5eboard5 unless EXISTING I Q noted otherwise. I CRAWL • P I I i s ��I 2.) All switches to be 44" o.c. above fflnlshed floor (AFF) SPACE 018*4 unless noted oth(5rwise. I Existing to Remain I I �'9T yob 3.) Any floor outlet locations shown ar-e approximate and I I F OF NE`N shall be field positioned by owners oncce furniture layouts are known. 4.) All GFI outlets to be mounted @ 412" O.C. (AFF) I I Drawing Name: ` ( I unless otherwise shown on interior elevations. 5.) All exterior lighting to comply with local 'Dark Sky I BASEMENT FIRST FLOOR Society' laws and regulations. G.) All carbon monoxide detectors to b)e mounted @ 5' ELECTRICAL PLANS (AFF) unless noted otherwise. — Drawing Number: BASEMENT ELECTRICAL PLAN 7 ° I � Scale:%4" = 1 '-0"