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Home My WebLink About47102-Z of Sao rya`o Town of Southold * * P.O. Box 1179 . 0 53095 Main Rd Ulm ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46207 Date: 06/02/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1245 Ruth Rd Mattituck, NY 11952 Sec/Block/Lot: 106.-7-14 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/29/2021 Pursuant to which Building Permit No. 47102 and dated: 11/10/2021 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a finished basement and roof over existing rear deck to existing single family dwelling as applied for. The certificate is issued to: Michael Iordanou, Theana Iordanou Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-2226 11/6/2024 ELECTRICAL CERTIFICATE: 47102 11/14/2023 PLUMBERS CERTIFICATION: Darren Marrantino 6/l/2,023 Aut o ' ed 'gnature �o�guEFQ(Irco• TOWN OF SOUTHGFUJ ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE AMEND "oy • o� SOUTHOLD, NY MEIV 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#: 47102 Date: 11/10/2021 Permission is hereby granted to: lordanou, Michael 204 Bayview Rd Manhasset, NY 11030 To: Construct additions and alterations to existing single family dwelling as applied for and per SCHD approval. 2-2G202� IL�Permit o include finished basement space as per amended drawings. At premises located at: 1245 Ruth Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-7-14 Pursuant to application dated 10/29/2021 and-approved by the Building Inspector. To expire on 5/12/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,620.80 CO-ADDITION TO DWELLING $50.00 ELECTRIC 85.00 Total: $2,111.80 Building Inspector O��CFSDUT�O TOWN OF SOUTHOLD 6 BUILDING DEPARTMENT `� • �� TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47102 Date: 11/10/2021 Permission is hereby granted to: Renewal Date: 02/21/2025 Michael lordanou 204 Bayview Rd Manhasset, NY 11030 To: Construct additions and alterations to existing single family dwelling as applied for and per SCHD approval. *9/22/2023 AMEND Permit:to include finished basement space as per amended drawings. Premises Located at: 1245 Ruth Rd, Mattituck, NY 11952 SCTM# 106.-7-14 Pursuant to application dated 10/29/2021 and approved by the Building Inspector. To expire on 02/21/2027. Contractors: Fees: Renewal Fee $927.90 Total $927.9 Building Inspector o�SUFFQ TOWN OF SOUTHOLD BUILDING DEPARTMENT y _ TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47102 Date: 11/10/2021 Permission is hereby granted to: lordanou, Michael 204 Bayview Rd Manhasset, NY 11030 To: Construct additions and alterations to existing single family dwelling as applied for and per SCHD approval. At premises located at: 1245 Ruth Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-7-14 Pursuant to application dated 10/29/2021 and approved by the Building Inspector. To expire on 5/12/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,620.80 CO-ADDITION TO DWELLING $50.00 Total: $1,670.80 Building Inspector SO!/j�ol . 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviinl_town.southold.nV.us Southold,NY 11971-0959 �y�OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD . CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael lordanou Address: 1245 Ruth Rd City:Mattituck st: NY zip: 11952 Building Permit#: 47102 Section: 106 Block: 7 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: All Star Electric License No: 52216ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic X `Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 51 Ceiling Fixtures 13 Bath Exhaust Fan 1 Service 3 ph Hot Water . Gas GFCI Recpt 16 Wall Fixtures 12 Smoke Detectors 7 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 60 CO2 Detectors Sub Panel X A/C Blower 3 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 4 Transfer Switch UC Lights 12' Dryer Recpt 30Ax2 Emergency Strobe Heat Detectors 1 Disconnect Switches 36 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW(2), Micro, Hood, Garbage Disposal(2), Tesla Car Charger, W/D(2), Mini Fridge, AC(2), Mini Split, Sub Panel 30 Circuit/24 Used . Notes: Whole House Renovation Inspector Signature: Date: November 14, 2023 S.Devlin-Cent Electrical Compliance Form oF soory�l , o Town Hall Annex . Telephone(631)765=1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 OUMIV,N v ,cc 221 BUILDING DEPARTMENT { / TOWN OF SOLTHOLD JUN _ 7 2023 - CERTIFICATION Date:_ I D�Da Building Permit No. Owner: (Please print) Plumber � (Please p Knt) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% (P umbers Signature) Sworn to before me this day of , 20,-8 Notary Public, Ufl`CCounty Kristin A.Howard NNirtarY Public,State ofNew York No:O]H061523,4,gi ffoll,County Comteission Expires Sept.-5,2026 oesouryO� �� r2 Ll 5- olzvfit-(. # # TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION-21SID - [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ t FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL,(ROUGH) :` [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: notez04 Coln04 'C1�liLGl AA - DATE INSPECTOR oe souryolo i-Al'� f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRESAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c' e,6-T b p 130 ►g-._r a Icck Ez 3,,, WA DATE �I-IS-ZZ INSPECTOR 2 /q6 \ of souTo I * # TOWN OF SOUTHOLD B ILDINC DE `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 2n2gy f��1/S°, 41&S:/a A &&4-, t/�-s f La Am#9 1 v 11goo L wrrtz�� rf DATE INSPECTOR ho�apFS00,Hp� Li r v \ # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] zFIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ��f j ELECTRICAL (FINAL) [ ],CODE VIOLATION /[ �] PRE C/O [ ] RENTAL REMARKS:" `y ruf Ultre L2 V !A_ /n �� I Ive zv"A� A49 c, / /Ai' . DATE INSPECTOR �� f�/ho�aOF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] 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: svmqN. Zow, )�OL oof Mma-,100,0icz-.� Imb� n o.7vt kry DATE INSPECTOR oe souryolo # # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 o.I.-A NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG [ ] FOUNDATION 2ND - : [ } = SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL ge.�'. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]` FIRE RESISTANT PENETRATION [ .] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE'C/O REMARKS: I o DATE J INSPECTOR %f soulyo{o * # TOWN OF SOUTHOLD BUILDING DEPT. � ao °`y�oorm ' 765-1802 �= oY INSPECTION . 'i ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINALte., [ -,]- FIREPLACE & CHIMNEY [" ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: VOA nc �riWlmu� DATE INSPECTORa42 0ES0UlyOlo } TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: 4� DATE INSPECTOR SOUT,��o TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE MM KS: rr ✓L 1 or C7 4 DATE l Y INSPECTORKv U i i .. ^' -'-- ,r .:, y m ,.9+-+t Rom- lp - n a� . _ ;rP l f� ( i _ a M,AiiL�,�Nk � I/Y vw lYryp DM/fMMM MYNNf 11t1171µy i f" �M�w rf. HAflYYAItI�Y A'MX � •ll ifr�l/jy)ry Y btN wr.r.,..h� fy41 4�r�rwy9 M ltlf/f . Y/f Ill If 1� 4 _ r R - J- y y7/0� ADRAGNA DESIGNS , LLC . 1527 FRANKLINE AVENUE• MINEOLA • NY • (516) 289-2461 • A2ARCH16@GMAIL.COM January 24, 2022 To: Town of Southold Building Department 54375 NY-25 ® � � E 2 n �n Southold,NY 11971 11 1°/ Att: Building Department MAR 1. 8 2022 ED BUILDING DEPT. TOWN OF SOUTHOLD Re: 1245 Ruth Road,Mattituck NY 11952 Foundation Certification To whom it may concern, I, Giuseppe Adragna, Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the rebar installation for the new foundation poured in connection with the addition at 1245 Ruth Road, Mattituck 11952 (SCTM 1000-106-07-14). The foundation installation and damp proofing in the field matches that which is prescribed in the building permit approved plans. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. FzE�ARcl.,Sincerely, \�Q�R.AD,Q l��, Giuseppe Adragna Uj 9c (516)289-2461 � d D a2archl6ggmail.com Y S� 01 y1 �O '9T�c O to ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE • MINEOLA • NY (516) 289-2461 • A2ARCH16@GMAIL.COM Lh to g ADRAGNA DESIGNS , LLC . 1527 FRANKLINE AVENUE• MINEOLA • NY • (516) 289-2461 A2ARCH16@GMAIL.COM March 14, 2022 To: Town of Southold Building Department 54375 NY-25 D EC E HE Southold,NY 11971 MAR 18 2022 Att: Building Department TOWN OFSOUTHOLD Re: 1245 Ruth Road, Mattituck NY 11952 Framing & Strapping Certification To whom it may concern, I, Giuseppe Adragna, Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the framing installed for the new additions and alterations at 1245 Ruth Road,Mattituck 11952 (SCTM 1000-106-07-14). I further certify that the structural framing and strapping in the field matches that which is prescribed in the amended plans dated 2022-03-14. The above referenced work complies with the latest NYS Residential and Building Construction codes and generally accepted practices. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, ��O p,RCyjT Giuseppe Adragna \�Q�?,'AD�GC�j, (516)289-2461 2 x a2archl6gszmail.com w 0 •, * �O csJ, 04(a) q OF N� ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE • MINEOLA • NY (516) 289-2461 • A2ARCH16@GMAIL.COM 1-010 ADRAGNA DESIGNS , LLC . 1527 FRANKLINE AVENUE• MINEOLA • NY (516) 289-2461 A2ARCH16@GMAIL.COM March 17, 2022 To: Town of Southold Building Department 54375 NY-25 �? r�� Southold,NY 11971 D E- C E `�� !S Att: Building Department MAR 1 .8 2022 BUILDING DFPT TOWN OFSOUTHOLD Re: 1245 Ruth Road, Mattituck NY 11952 Plumbing Certification To whom it may concern, I, Giuseppe Adragna, Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the rough plumbing installed for the new additions and alterations at 1245 Ruth Road, Mattituck 11952 (SCTM 1000-106-07-14). I also certify that to the best of my professional knowledge the plumbing was completed in conformity with the most current NYS Plumbing and Building Code and generally approved construction practices. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, ARC/,i Giuseppe Adragna C-0 R•AD,Q F�,; (516)289-2461 a2archl6(?,,gmail.com ? OF ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE MINEOLA • NY (516) 289-2461 • A2ARCH16@GMAIL.COM ADRAGNA DESIGNS LLC . 1527 FRANKLINE AVENUE• MINEOLA • NY • • (516) 289-2461 • A2ARCH16@GMAIL.COM September 13, 2023 To: Town of Southold Building Department I;--j E 54375 NY-25 ) G VE , �l Southold,NY 11971 Att: Building Department S E P � 0 2023 t?i1.ILD-P,i xG 1j1~a ''. Re: 1245 Ruth Road, Mattituck NY 11952 TO`° Insulation Certification To whom it may concern, I, Giuseppe Adragna, Registered Architect in the State of New York,License Number 040751, certify to the Department of Buildings of the Town of Southold that I inspected the insulation and caulking installed for the new additions and alterations at 1245 Ruth Road, Mattituck 11952 (SCTM 1000-106-07-14). I further certify that the work performed in the field matches that which is prescribed in the amended plans and conforms with NYS Building Codes as well as generally approved construction practices. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, Giuseppe Adragna ��RED ARC (516)289-2461 a2archl6�a),ginail.coin co �Q Z (P '9 0 070 �0� OF NeN- ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE MINEOLA NY (516) 289-2461 • A2ARCH16@GMAIL.COM ADRAGNA DESIGNS . LLC . 1527 FRANKLIN AVENUE• MINEOLA • NY • (516) 289-2461 • A2ARCH16@GMAIL.COM December 01, 2022 To: Town of Southold Building Department 54375 NY-25 Southold,NY 11971 Att: Building Department Re: 1245 Ruth Road, Mattituck NY 11952 SCTM 1000-106-07-14). To whom it may concern, I, Giuseppe Adragna, Registered Architect in the State of New York, License Number 040751, certify to the Department of Buildings of the Town of Southold that I made site inspections of the above referenced property. I also certify that to the best of my professional knowledge the construction was completed in conformity with the construction Documents and Specifications enclosed, dated March 14, 2022 and in accordance with the most current NYS Uniform Fire Prevention and Building Codes as well as generally approved construction practices. Please note the enclosed plan Approved by Suffolk County Department of Health is for a / maximum of Seven(7) bedrooms. This house and the enclosed plans indicate that seven bedrooms have not been exceeded. I acknowledge that the Building Department of the Town of Southold is relying on the truth of the statement contained herein to issue a certificate of Completion for the above construction when appropriate. Sincerely, ED A Giuseppe Adragna (516) 289-2461 a2archl 6@,gmail.com co 9O _� ,�. i * I � N 04070 A F OF NEB ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE • MINEOLA • NY • (516) 289-2461 • A2ARCH16@GMAIL.COM � i z O ADRAGNA DESIGNS , LLC . 1527 FRANKLIN AVENUE• MINEOLA • NY • (516)289-2461 • A2ARCH16@GMAIL.COM September 18, 2023 To: Town of Southold Building Department 54375 NY-25 u S F r Q-o, P023 h�A. Southold,NY 11971 Att: Building Department I } -� • Re: 1245 Ruth Road, Mattituck NY 11952 To whom it may concern, Enclosed please find amended as built plans showing all bedrooms, living spaces and finished cellar. Plans indicate a maximum of seven(7) bedrooms. Finished cellar results in the required fire protection of floors as structure is not exposed. Also enclosed is a certification letter for insulation and caulking. Sincerely, Giuseppe Adragna (516) 289-2461 a2arch162 gmail.com ADRAGNA DESIGNS,LLC.. •1527 FRANKLIN AVENUE MINEOLA NY (516) 289-2461 A2ARCHi6@GMAIL.COM FOUNDATION ROUGH FRAMINQ \ PLUMBING'e INSULATION STATE ENERGY oe ®!rl�i�MY.bI +-gym U x gin, ON oiz aMm- I � , Ilk ADDIT.ION400 00T. s W� wit ._o lip ?IELD INFECTION REPORT DATE COMMENTS �- FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) 0 0 H c � � ROUGH FRAMING& PLUMBING r r INSULATION PER N.Y. STATE ENERGY CODE tA do WV FINAL 1rl ADDITIONAL COMMENTS (1� aC - _a r � - r� . m 40 irtA Ae-lp c� � 0 z x x r� b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ems://www.southoldtownn.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: E C E H E AR OCT 2 9 202, D �.Appllca +�rt�� rs rnust�betfi d Qut in th�lr,entrret��tnc6mple�e � a I�ca ons �I e� related here##�e plea is na the t o�n1n er ana , ' BUILDING DEPT. Qw >�`S Au 4tIz�t#oROrlctt(dg Z � hal1 k Cotrpleted � � �6s TOWN OF SOUTHOLD Date: C?�NNIC.R(5}O17PRCIPEIR7Ys a i s ";, r:u.A' , o t. Name: Theana lordanou SCTM# 1000-106-07-14 Project Address: 1245 Ruth Road Mattituck NY 11952 Phone#: (917) 282-0011 Email: tiordanou@arcxs.com Mailing Address: 204 Ba view Road, Manhasset NY 11030 �t r.=z� $`a`��:�:. �` b u�`'� i, s f�z+'`� zs��a.�� s'° ��r' s �°"ts�z� b�w ✓,� z�,. ,d,�Y e y a yN' z ��C�hi" A� 'fAFtSt � �� 6W � E f .,��k.s e �,.`.�` h.. m'.✓,r.„r„<r7; ;,^`g4i'.,,�' „ems',-a ;r"", 4",r,'z.39;�1t x`'` "�t ,ii; .8 Name: Mailing Address: We; + V r Ccat �-6 C 4,,Co Dl (141, Phone#: 7,"-24(el Email: Z_��(a- e- f�'.r";.,.�` n �rru,.xu r4 n''tr ✓� ,z° .,v;,& z+o�,sv£ j/�1 e' �'. `2C w' .,, s fez �"ya :r�K2 Name: Giuseppe Adra na 516 289-2461 Mailing Address: 29 Main Street Cold Spring Harbor NY 11724 Phone#: a2archl6@gmail.com Email: ,[,'.R , Q � I�A3 � I�Ra s jcA `'d ;z � ��` "R .y'.:.: ss � �� > " ,.' Z,n f} _3€_, 3a.z�; ,gi:,ri,, .r 1 .,r. Name: Gary Courtier Home Improvements Mailing Address: 1618 Grundy Avenue Holbrook NY 11941 Phone#: (631) 563-9200 Email: patty_@qarycourtier.com az+✓'s�"�'� b SCRIIpTEflNgikl hl QPQSEI3 GON57ItU no s �� 3. � ' �� ,"�x�:�s.:-. �.,,.�'`a�:,�;�'�':'�'�,.�„�c`� ��'�.� ��' �`� ,��;•.'�.: �`^'N" El New Structure DAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 200,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 -PROPERTY INFORMATION Existing use of property: Residential, 1 family Intended use of property: Residential, 1 family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes IN No IF YES, PROVIDE A COPY. ❑y 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 Buildin'bepartment for the issuance of a Building Permit pursuant to the Building Zone Ordi'nance.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 admitauthorized inspectors onpremises and in buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor:pursuant to Section 21045 of the New York State Penal Caw. Application Submitted By(pri name): Giuseppe Adra na ®Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 4534 K, ) Giuseppe Adragna being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent/Architect (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 Ot— II day of 20 _ Notary Pub,ltTQ�.ap�Av' •,p''•,� ��,,• plClgta12g7••': 'N0IF1E 114 _ PROPERTY OWNER AUTHORIZATION z `;°COMM�":' OA-28--2p2 Jlt (Where the applicant is not the owner) 1-6s+�•,_ P. Q..-0 �tNEt,````` I, Theana lordanou residing at 204 Bayview Road,Manhasset NY 11030 do hereby authorize Giuseppe Adragna to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Theana lordanou Print Owner's Name 2 STATE OF NEW YORK DEPARTMENT'OF STATE ONE COMMERCE PLAZA - KATHY HOCHUL 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 WALTER T. MOSLEY HTiPS://DOS.NY.GOV SECRETARY OF STATE --------------------------------------------------- In the Matter of the Petition of: DECISION THEANA and MICHAEL LORDANOU For a Variance to the New York State Uniform Fire Prevention & Building Code PETITION NO. 2025-0128 Upon the application of THEANA and MICHAEL LORDANOU filed pursuant to 19 NYCRR 1205 on February 21, 2025, and upon all other papers in this matter,the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT This petition pertains to the alteration of space in the basement of a One-story high, detached one-or two-family dwelling of wood frame construction, approximately 5,148 square feet in gross floor area, inclusive of basement space. The dwelling is located at 1245 Ruth Road, Town of Southold, County of Suffolk, State of New York. Relief is requested from: 19 NYCRR Part 1220,The 2020 Residential Code of New York State, Section AJ601.3, Compliance, Exception 1, provided as follows: Space created in basements may have a ceiling that projects to within 6 feet, 8 inches of the finished floor; and beams, girders and ducts in such space or other obstructions may project to within 6 feet, 4 inches of the finished floor. [The petitioner requests having a basement ceiling heights that is less than allowed.] FINDINGS OF FACT 1. Drawings and photographs of the subject dwelling show a finished basement space. 2. The existing finished basement ceiling height is 6'-6"which is 2 inches less than required. 3. The existing finished basement ceiling height under heating/cooling duct work is a height of 6'-0". 4. A 6'-0" headroom is above of the average adult male according to anthropometric data in the current Life Safety Code published by NFPA. 5. Marking or painting these overhead projections would make persons aware of the reduced headroom and alert them to avoid contact. NEW YORK Department STATE of State Petition No.2025-0128 Page 2 6. An existing interior stairway connects the basement to the floor above and is the primary means of egress for the basement. 7. The basement floor pictures do not indicate the provision of an Emergency Exit and Rescue Opening. 8. The basement is ancillary to space above and will be utilized by persons familiar with their surroundings who can take necessary precautions in the basement environment. 9. Installing smoke detecting alarm devices within the basement and interconnecting them to additional alarms throughout the dwelling would provide advance warning of a smoke or fire emergency. 10. The local code official supports the granting of a routine variance by the Department of State in this matter. CONCLUSION OF LAW The proposed variance will not substantially adversely affect the Code's provisions for health, safety, and security. Strict compliance with the provisions of the Uniform Fire Prevention and Building code would entail practical difficulties or unnecessary hardship and would otherwise be unwarranted because such would be unnecessary considering alternatives which, without a loss in the level of safety, achieve the intended purpose of the code. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR Part 1220, The 2020 Residential Code of New York State, Section AJ601.3, Compliance, Exception 1, be and is hereby GRANTED with the following conditions: 1. T.hat_overhead-projection-n-6ted,i tthese,findirnut shall-a marked- r treated with a contrasting color. 2. That the basement shall be ancillary to the dwelling above and shall"not; e;asepara� dwelling unit. 3. That hard wired smoke detecting alarm devi es shall be located within the basement, including in each major ceiling compartment. 4. That a,_heat-detector shall be ecated within the basement utility room., Petition No. 2025-0128 Page 3 5. That carbon monoxide detectors shall be installed at each level of the dwelling. 6. That there shall be no cooking in the basement. 7. That an Emergency Escape and Rescue opening shall be provided. 8. That in all other respects the applicable requirements of the Uniform Code shall be satisfied. This DECISION is issued under 19 NYCRR 1205.5 unless objected to by the petitioner in a writing received by the department, the decision shall become FINAL after fifteen days of receipt of the decision by the parties. This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. • John A ario , Director Division of Bui ing Standards and Codes DATE: February 28, 2025. CA: NC LJ MAR � �o iIJ( `B „ Eie� leattnr 9 4 TownHall „ Annex;„ T� atnRoad' .. ,- : Southold, Ne�nt aYorlc11971-0959 , 'fa�ephol►e(S3 #' 6981i12 v FA3 02 w µ ro err sou#hbldtbtWhn`°. o�r5-sdaI soutl dldtovvrNn ova APPLICAT ION FOR ELECTRICALINSPCTION x.µ ELECTRICIAN INFORMATION (m ink m auon Required) Date: Z L Company Name: all .Sc. Gla' r Electrician's Name: A& 41ge/4 ti Elec.email:; {Z° << ' Tf 1 v to�. License No.:.MG Sttl 6 0 Elec. Phone No:. 3 10 request an email copy of Ceocate of Compliance Elec.Address.: JOB SITE INFORMATION W 1Mormabn Required) Name: Z OrAai%0 L1 Address: Sie e Cross Street: Phone No.: �V B1dg.Permit#: iOf- c1.0 I C Tax We District: 1000. Section: lh(n Block: `7 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please Print Clearly): /VFW 1n.-i/i-j in I{r EckUI J 2, Ac t"'&Q ,� f If P } 2,1,4- Square Foota e:. Circle All T at Apply: Is job ready r inspection?: YES NO Rough In Final Do you need a Temp Certlf'icete?: YES D NO Issued On ®mp Information: - (Ali k tmadw re9UW4 Service S1ze❑1 PhD3 Ph Size:_._A #Meters.Old Meter#. ❑NewServic eoFire ReconnWOFkood Reconnectaervice ReconnedOUndergroundDDvwhead Undo round Laterals 1 : H Frame Pole Work done on Service? Y Additional Information: PAYMENT RUM MUM APPLICATION DO ) MAP ILT Itll,G I?EFA TNiS'ttiT• tee.talglnsieecbor `� . • 'x1� TOWN ICI:SO.U'I'FiOLD Tovm.Hd Ann � 5 Male Road PO Box'1.1'79, �,. gouthold,fNe_w York 91971-0959 • o J , =1802 ':FAX ti31 );7�654= 02 t- � ._.. . -_s :..: ._- . ro4errCctsouttioldtoI n nyA a . seand�southaldtawnnv: �bv� APPLICATION FOR ELECTRICALIINSPECTION ELECTRICIAN INFORMATION(All ln*wm gon Required) � a � Z z- Company Name: 411 Sr-a G1ec r Electrician's Name: ! Ucense No.: MG-S2tl 6 Elec.email: A11SA6 1; -T log , Cow. Elec. Phone No: 63t [frequest an email copy of Certificate of Compliance Elec.Address.: 16 A WO-e+f s Il JOB SITE INFORMATION (All inforrnaWn Required) Name: -Z O f Aa r"v Ll Address: 2, „ d! 14 C'Lbfvr K I I ma Cross Street: Phone No.: 1 OV I I 41 Bldg.Permit#: 1 0 � email: Ot' c. .CIO Tax Map District: 1000 Section: L-)Cc Block: Lot+ IL BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please Print Clearly): /VeW w�r„f �„ I(��cJ�v1 2,4 j Square Footage: Circle All at Appiy: Is job ready r inspection?: YES❑NO Q Rough In Firiai Do you need a Temp Certificate?: YES❑NO issued On emp Information: (All Wotnratiorr required) Service S1zeQ9 Ph[]3 Ph Size: A #Meters.Old Meter# []New Service0 Fire Reconnect®Flood ReconnectOServlce ReeonnedC UndergroundODvertread Undo round Laterals 1 H Frame Pole,Work done on Service? ay rIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# dr�sr Switches.%��1� Outlets G F I's Surface Sconces, r ' HH's I� UC Lts Fans Fridge HW S Exhaust Over ] ItivJ W/DD/� Smokes 7 DW !V I Mini /W f. Carbon Micro Gene r Combo � Cooktop Transfer AC I AH 11 (/ Hood Service I *� Amps Have Used Special: Comments I C ' " ✓ o � 4C-00,\a�en New York State Building Standards Department of State :STA W YORK Dlvisfon of Bullding Standards E OF and Codes ORTUNITY_ and Codes One Commerce Plaza 99 Washington Avenue,Suite 1160 Albany,NY 12 2 31-0 0 01 (518)474-4073 Fax: (518)474-5788 www.dos.ny.gov Code Enforcement Official Variance Questionnaire All fields marked with a*must be filled in for the form to be submitted. *PETITION NAMEANumber if available) � �A V/ *PROPERTY ADDRESS: iY v o ` VERIFICATION SECTION to be completed by the local Code Enforcement Official *1. This project involves: ❑ audit' n alteration 1-1change of o upancy ❑new building ❑ other(specify) 2. Construction Type: ( 3. Occupancy Classification(s): 4. Previous Occupancy Classification if Changed: 5. Gross Square Footage (all floors): 6. Height in Stories (without basement): 7. For Existing Buildings,Approximate Date of Original Construction- 8. Building Permit Issued? If yes, provide date of issuance: 9. Certificate of Occupancy Issued? If yes, provide date of issuance: *10. Do you support the petitioner's request for a variance? ❑ Yes ❑ No If no, please explain: *11. Do you believe this petition should be heard by the Board of Review? ❑ Yes JK No *12. Have any actions been taken relevant to this request for a variance? ❑ Yes g No *13. Do you support processing this request as a routine variance? XYes ❑ No If no, please explain: 14. Code Section(s): 9 2.70 , NOTE TO LOCAL CODE ENFORCEMENT OFFICIALS: Completion of this form will assure coordination with your local government and Department of State. The intent of this form is to allow for confirmation, comments or additional information regarding this project to be provided and considered. This completed form along with any relevant additional information or documentation should be submitted to your Department of State regional representative at your earliest opportunity to avoid delaying the processing of this application. If no Variance Questionnaire is received, the Department of State will assume that the local code enforcement official takes no exception to the processing of this application as routine. Thank you. *NAME OF CODE ENFORCEMENT OFFICIAL: 66 Jurisdiction Street Address, WIn0 City: S O State: W QW d� Zip Code: tC( +1 ^tk r Telephone: ( ) �� - l�fl� Email: �&u'►�� r-.4 u .iq✓ 1 1 2 Signature: Date: `T CN-2076 f(Re . 03 1) Page 1 of 1 to .. RUTH y ROfiD N'77 2 'rE 5, 71, 1042 � 'CEMENT WA,LK BRJCK U) STEPS: Go44N2, STORY WQOD FRAME RE3,-E�4.2 :5 r/2.3. '13.65.' �... _ - L,0 200 . , cxEX a 8 0 K W/!2%#ILING 3 :is a NI� ��i u� P.A110 BRICK: z p f1L R. GROUND 4ox2r � JIMBER . N' NfJiCE RETA&INC,WgLLS:� ^; -, S � `"' '� .�CORNER ,• , IV sruv" 4,,oil'' . LOT 7 Iu�AP 0 SUNSET }KNOLLS Se TF2, FMB 54,48, .AILED 4%9/70 .. FA4? 1872, SURVEY OF SURt! 'YED 26 ,4PRIL,.=1999 , 'FILED JANQARY 0, 7949 SCALE"`l 30' Tk! 1000-105-07.—"'14. 10T 201" AREA= 15 849.315 'SF OF OR' , 0.364 .ACRES �LOOI� JE - /� t7 T IN -�/ �1 7a U&dptpes ndicoted':herg cn shd�t'lr{thlP QF .CAP,TIN {�;ID11 S 1 A.��5. ❑t/ to the,ners_n'6r Hh ri.lha survey' SfFTt/ATE'`. s rtr prrad, and on,his beh tr''to tha lv1ATTITUCK. TO`!NNQF`SOUlHOL'D.` Sita c4m�inY Govcrr..-=�'t�! b6 /, - - -. en�ina,m�tl hcn,.tf la<re�t"t�e�cn,,"drid SUFFOL K.,�:C�UN7 Y, At', . o Ihc,r tfoes,of,t)iv le'(in eu7�titutian, ucirontees are n t tran{cr 4,J li? "'il'dthopol 'inslituJion4;cr-sibiegsant ownvl . y. SURVEYED -B-- GUARANTEED TO. SUR KEYED-FOR 'CHRIS LAZARIDES cHRis LAZAR�DES ANGEL°iKl L ZARID S STANLEY J- 7SA'K•,SEN, JR ANGEUKI LAZARIDES ' P 0 B0X 294 TovN of soon or9, NEW"S1UFFOLK N'Y 11956 34-5835 r Copies,'of this smey mdh not beano§< Unauthorized alteration or a, I on io thsg ors eniSossed seal "sira{l survey ti o violation of SsEl on �209'o{ Fhe lard covey, LICEN� D 1 A'ND'.S2lR�EYOR` not-f9e-.considered t4 bea,o valid"tiv® the Now ybjV Sfafe EdocaliQn Love, /C , . ' NYS• - N,O' 43273 `opy 99R79J ZONING- 'N C;;Z1AT'OV ZONE: R-40 - DESCRI=TION "AXA-N FEW TTED ExISTL'4" PROPCSED LOT AREA '0mEm eq.1, I3,P,t9.3ti q.ft. NO C4AWIr m °' a u p LOT WIDTH AOD'l.t1IN. 107'..JC' NA GI-At15E Q E 6 - H FRONT YARD 3150' 47'-1'4' 5E'•3"i` E � 0 REAR YARD 35e' 67'-4' NO C64.125E F' BIRO 1-ARD 10 76'•1'q° 16'O• + IMPROVED LOT � DIRE TARD aZ' S'•CVt' 10'.0 10 STOOP CNAlot V � II45 RUTH ROAD ;N Io2 SIZE YARD A5'. Ise C4'-1+4 8•OVI 7' _ 0 rt LOT COVERAGE 7CR 3.bSS8 aq. . 7.761 60PT, 3.'S1 M1GPT. •E• °`, EL 73.0 - - �--� - -�� •- - �g �'1/y�'I EWILDIKa HT. 21)STORIED 0 ram+ V- C"COM� 10 FFEWOUN W u+aKAF9,03 .y w,O O �•t••-t - PAGEIh+I CFRd[Ef E71t'Gaab AREA ^•«C,yWIrQE•g {• --v - -r-•�•- - FRONT "•w eY1L FR OONLT P 6 5 JRAIvaCl5 DESIGN REAR DEX 4ATEL 68.0 gdN - a.1m•<7`i t,on 91 (� • \ \� \ t r� 1, ALL MIRAGE STRUCTURES SHALL Ae MCCAST NTH PRECAST WEND1all FOR DRAINAGE PLVU),AND W41L=WORM TO HAM 1 I \ `. \ `� \'•�i 1 t t a A VIUAGE ALL UN AN CSAINA PIPIN BE V RON DENSITYPOLIEIHHCNE PM(HOPE)0 1.04 MINIMUM SLOPC AND 59 MA16MUu V"E \o UNLESS OTHERW=NOTED. ALL ROW DRASI PIPING TO BE S•A CORRUGATED POLYERIYLENe PIPE(W)D f.CX YWWUM SLOPS, 1 1 �..t,\� - •I I ram" a Ir ADS USN-CRATE ER FOR ALL DMN BA9NS QNILL K Ir ADS NTIAPIAST DUCTILE IRON GRATE WTH CAST MIN!FRAME. yG" AND LApGNG DEVICE(aR APPROVED EauAW CAPASIE 01 M-20 IAADINO. N 0 Ex1S-. 4. CONCRETE STORM DAANAX UNITS TO EE FROVM BY LONG ISLAND PRECAST(031)2110-040.OIL APPROVED EQUAL \ .0 { RLdNTER S. ALL MLDTS AND ORATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H-20 LOAD RATING REQUIREMENTS, C O 1 i •.` \`` I II 1 SANITA�"6YBTF.Y DEOInaN P•O.I WC)gO•CY,IDESIDENCe 4 7:•t i 2000 GAL.DEPTIC TANK REOLIF(ED 1 { \ i\ �'( •` -- --r,•- Ex137.opG,L i I MINIMUM LIQUID 3URPAGE AREA OF GI GOP-. G O y 0 rasa MgArJ 1 USE IR'•OS TIC TA\+C W T-i.4LICU D DEPTHo-4'•2000 GAL. w 0 0 LICUID tI ACE ARREA•DS.A BOP'. Cl FFIAMQW/SOLID •rf Ny LOCNMOCOVEN AT GRACE r- t; y `d POOL PATIO I ) ,CCDkCCMD• O('.L_ACii1N'r AREA f1NIDREM OVER OAND EACH i CC �S' } m Uy 1 uOUra O'+LEACH NCs P.. a 4-D/M.1 eF .ISA3 VP.R201; '\N 1 C 4'\i\''L \' R pmyr EXIST. ;'u Ex sow.•D're el^ O "Illl I ti W rU �' •-'r+D`o Krr,1 L�1 L�ILN6 I N i u PPT.^•f'osa 12'?EeF+ FpEun N2. .a.'i a t, B U l\ I 20 VP.Lt2ACkLN6 rCCLO 1'�re00ED•502 OP.LEAC:HIN'a/.Q'eA T lrTlP sva ' ems( r^"�.D C A f�L i ! ~ g \, CLt!ANvSEPT`'a, �t i j o "m'M7�Hry`H"p d ^{$ �' '• C1, , o" (i C C N6L10 PUSLIC _ -pp- ®......_.�.�.IGATSR------- ------WATe1C- -�..s � w It \,°o `� '1r� i J �i o§oI mrA�eretlov 1•WN b i � �,R --P- \� , @ 1 • L, P P.A.APC r.y I r" A9 aE011 (1WPC 7'YNI ^-MffwfONf,IdM9 W=�) S ur hN ERR, „ e d a a o y y ggzy mm 4 It, '`.,a�� +�• +r+ G TANrf KTIC I '0 mR T ONTO P.CI ?.d y D'eM BIDEEF' 1 A h� •L �j• O.S a cWi \�:, OY.10T.FARO 1 i a LS"1CNIlNO if T .-,- u: 8 W'd U KS +Io- Jo ®g O FOOL 2{ ; aJ W { v E a ovQit BAND 9d0U &s, 1 Af - `e) 9,oao Ct110N WACIIT .-- C Y.N A, C: SECTION A-A QI _ `T\\ I � /'s•:`� 1 Vf '�(,Yy tS Fa tY G19 [ ap•o- - I -R - O •r` WOUND IIA VI'. r■G W'W VOW" �p� `� 3S'•9� I >\�cR/PROPOSED `xI SAW"UAM ARD AROUND DRIYRL • •,�- ^" al'D A I A l"' O� y L-a --_TEST tiro D'.RaDEEP (F, - - -T- _ LP1CNAi «ea REN tax r Nt DARo GAT:GAY. &J3 d. +G'•e• �. HOLE AN GRANULM YAi[MAL,MTK'WQ; o I I , 1 POOL SILT Y RAT IRACr1GN N6r ro Re 6dt fCII.,•p OLVM 10 _ --=-p-�.- •l` ^-, r 4 Mk ap W 90,1 s t�oa.a Y.nwa I 1 '..s 1 r,' r�1�'e��. �� ED n .® ��.•.' 1 � -� i�4AYt16't1�"BR i:% � Y III�y,IiSikr 4! E '�ID'D 6 � � -- - -.. {{ "tee•,.S�•1 w:..,.. t}�i:>•ra 7 - - - j IR Cj) LEACHING POOL D� w v ��R � � §L 44 w yw.w a•uww.u.lw.lre�,. - - ROT To E a- A.*-s: 1 I I LlRIfP1�MroNR N 12 P a 4'00 j' W rw.LaRADa _ mel:)d'iL{�e'1 )i &� SEPTIC TANK N Nate: IMPROVED LOT tr -_ unu m. NOT Corner property elevations refer toNAVD88 134D RUTH ROAD _ t -� _ p ro V N Abandonment of the existing sanitary system must be in C' I L, Fr NOTE: conformance with the Departments requirements. ;:',oe;, "c"' ,I�atfa�a z 6 _ NO WATER SUPPLY WELLS LOCATED yn WITHIN 50 FEET OF SUBJECT PROPERTY Submit completed form VIMIM-080 as proof i Ti d�'tn•n. - 0 C T 2 9 2021 `? SITE PLAN 3 a w �. SCALE t I"-10'-011 If'i1. - rYA r'Nm DmluiuronEDE BUILDING DEP is Q EXCAVATION INSPECTION REQUIRED DISTRIBUTION BOX TOWN OF souTHOLD - A{IWORDMMON! r y TYFICN.NAM6o - SCALE: N76 McDonald CeoServices FOR SANITARY SYSTEM RDDTro MUD c 1 AN FOR E 8 � - A4RA0 RaHG onU lowopts a MUDvnl �F1 ibh125a5audtMld,Nl•IIIITI fi9t,9tu3c77 -_-�-- r• 1Yll{•OR+Dm NMMYGS,ORAY6iU.T7MOtnRlq, Lil'f1LTnfllIttttltl font RRO .I,IRMfE f oRArE - µ ., OW l'cAl Hole Shcet U.V"$"L%WW eM BY HEALTH DEPARTMENT Y_ To,o,NND Ow ;. It6 P,N roR Att"AM G�",Y"E ; GP PwRLraRAomDRAvru'aeRAYEWNownu� (AMR M .�r TOP M G �* urnRORNDPwEE a ::y.;,y 5,. at Norm: 7?ABRuth .;1 �OM mAsaraev cL eDADT Moxc. ! � _= tlAMOMM16 OMWWMA94LAYMXRM surveyor; OLDtt"DtL(('Y"' •�� OC" _- ftetwoMINWLviO BP IL D TOP A EOT I OS�r¢7 C� DA to, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I ®m�,� wELu4RAomwmaaAAwLrawDAUTnaallo Location! M4iWtucN g 51. i4 SW Paca PERMIT FOR APPROVAL OF CONSTRUCTION FOR ®Q'7C7 —-- 1245 RUTH ROAD S Fj OSTS ! POprraRAOEDNrAMD10RaIMYQLL�W1oI.UMEa Tax Map 10W-108.7.14 I2R¢3®�Tr•�. -- �i � $P IaFMCQ SINGLE FAMILY RESIDENCE ONLY 'CE W/GR-:EN cram=M --- i�itl a SM QaTrEArmRQANoaLTMumREa Pro)actDDecrlptian: Res A _ o r. Ifl�: Date: 10111/21 OovrCa)MYwM BC `e^ 1 SC wmwmawoaAYMDmw mNeOars — 4 , DATE 10/28/2021 . , ,: �f P9 iG PLAN S• F.NO. R-21-2228 nto-RMatsAtowtrnr woittDatRMlwwea CUQED UU ML txA+nn�Ruoawnanwnl�unwArmn APPROVED 1�T•G•©•'~_ GMdI BLocles 5,r L` wrouRD WATER ^ 6 FOR MAXIMUM F 7 BEDROOMS, ULAaaR RATDDAt I ? TUCURu uR®Tn MA MRpMD oRIA'01 • F CiL wm'p1°�u+DR"an'a1O1A+aiww"(%AIR _--___ 37 wTD ACCmTARL a 1 MM aMYYW Wl[AAL COW~ n. R ( 1 l[LD THW In nn Wal SILT 6 row IOW-IW-er-li 4 Yeled =ON p EXPIRES THREE YEARS FROM DATE OF APPROVAL Wy(Mg)al WI rtcnrn xo To OL aroArurlaTSAND ORaNmNrtTYOArSVLOW Palo Oraent W Wd SP ,,'.;: •Ir CC oC ax1 PLAUMY. MRP.N sixAu-�� ' ---•� Oatabar la,202! I a 01. 5( xaRaumeusvOA6MusaTooLONA6ou�FDm do DRYWELL f Q �+ n s6 MH �wwoReanTo�EwmnTE. EM(�ORARY GONSTF2UGTION FENCE SCALE: S�1-100 ' F `+1„I wavrDOtAremww rusrcm..MGune _ - NTs 9 gg OOMNewYRorrATJR tiTowo rwrCm Comments:No water encountered OH RO ONRCSLTIL _ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date 11/6/24 _ H.S.Ref.NO.. R-21-2226 The sewage disposal and water supply facilites at this location have been inspected and/or certified by this Department or other agences and found to be satisfactory FOR A MAXIMUM OFT._2 _BEDROOMS. N O V — 7 2024 CRAIG KNEPPER,P.E.,CHIEF Office of Waslawater Management RUTH ROAD SuIlding Departmgnt Town or SI^Lat[old N 77"26'00" E 104.25' PIERS PIERS 1198.68, ______ IQ cr) ---------------PAVER DRIVEWAY-_____________ r _________________ _____________ OPEN UNIT 22.2' PORCH +•'':CONCRETE® WALK - GATE E3 53.4' GATE UN T ;� 2 STORY FRAME _ J No. 1245 _ W M — 32.8' - K PROPANE M, WET A U o A/C TANKS 22.3' Ni "v , U INS it?RAlS.O D�CIS:i" ................................ :v:::•RAISED D.....1}>:::::... `......................�.... 20.5' - •.:CELLAR_--- F:zaj5:''.=i'i•:}:+F)ii?:•L•ii> --- - w _ENTJtAN�E-____" .:'clean-out.`.N _ z •-• BAR k-GRIL_L�---' - - < -o=. a._ __:WALL:___ _ z zi ___ ______ _ _ _ z "•/PATIO PAVERS---:-- '. septic ----------------- x ' tank S.T. --- z I:• -- -- -�_-18.0' G a •°1. box lon,it ---- 2� v _ C) W Lxi ,9'1 . POOL ---_ EQUIP. r 2 (V = LP2> CV) 0 71MBER RETAINING WALLS --- -_-----_-- e - 3 m 4'HIGH CHAIN LINK '^FENCE S 82Q 40'50" W __— SANITARY SYSTEM 96.36' SEPTIC TANK(S,T.) 200 I 0 GALLONS LEACHING POOL 1 LP1) 8'DAM. X 8'DEEP LEACHNG POOL 2 LP2) BY DIAM.X 12'DEEP NOTE:SIZE AND LOCATIONS PROVIDED BY OTHERS ISSUING OF A NEW TITLE POLICY OR REDATWG OF AN EXISTING THE OFISETS CR DMEN9dN5 SHOWN FAGV THE STRUCTURES TO THE PROPERTY IINCS POLICY REFERENMG MIS SURIEY WITHOUT BENEFIT OF AN UPDATE ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE 01'iNIS SURVEY BY THOMAS MATARAZEO•LAND SURVEYOR SHALL THE ERECTION U'CAMS.RETAINING WALLS,P O S,PATK S,PLANTING AREAS.ACOITION TERMINATE ANY LIABILITY EXPRESSED OR IMPLIED HEREON. TO 5 CTURES MO ANY OTHER CONSTRUCTION. - UNAUTHORIZED ALTERATION OR ADDITION To THIS SURVEY IS A YTOLATION OF SECTION THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS ON 7209 of THE NEW YORK STATE.EDUCAT LAW. OF RECORD,IF ANY,NOT SHOWN ARE NOT CERIIFlED COPIES OF THIS SURIEY MAP HOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CM90MO TO BE A VALID TRUE COPY. OF NE OENTIRCI TONSS PRE INDICATED HEREON SMALL RUN THE TO THE PERSON FOR WHEN ME THOMAS MATARAZZO �P MgT�rO SURVEY IS PREPAREDLENCIN,AND ON INS BEHALF R THE AND COA!PANY.MIM.-ENTAL ENDING INS"NON.CEFtIFIOATONSS.AARRE NOT TRAHSTDEAAB E TO ADDI O�NALF THE LAND SURVEYOR 631-472-0968 P '9�I WSIITUTIONS OR SUBSEQUENT OWNERS .6 32 SEQUOIA WAY, HOLBROOK, NY 11741 O SCALE: 1"= 20' © 2023 email: TomTheSurveyor@gmail.com F SURVEY OF: LOT 201 BLOCK 16 CERTIFIED TO: 71 a O . FILED MAP: CAPTAIN KIDD ESTATES ZiP 0S0309 FOR BUILDING DEPARTMENT USE ��4AND$V LOCATED AT: MATTITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FAX DESIG.: DIST 1000; SEC 106; BLK 7; LOT 14 DATE: DECEMBER 15, 2023 APPROVED AS NOTED X9U1 USE IS UNLNVV'I-UL ;DATE: �• ID•�( B.P. �'�/ � ti ��QUT CERTIFICATE • FEE:�I(�7�•� BY: V��S�T � N P��' NOTIFY BUILDING DEPARTMENT AT � CCUP h.e y 765-1802. 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION GC;M pLy WI ►H ALL CODES OF 4. FINAL - CONSTRUCTION MUST NEW YORK STATE &TOWN CODES BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE AS F{EOUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW SOUTHOLDTOWN ZBA YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES N.Y.S.DEC TRUSS PLACADDINI§ F EQUIRLL RETAIN STORM WATER RUNOI ftec"WAL05rCOMMUIRED PURSUANT TO CHAPTER 236 OF THE TOWN CODE, AU interior lighting Installed,replaced or PLUMBER CERTIFICATION repaired shall conformON LEAD CONTENT BEFORE to Chapter 172 CERTIFICATE OF OCCUPANCY of the Town Code SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. Must p We Manuals D,J and S as per �,� P L U IA�I I`,j NYS Energy Code ALL PLUMBIF�G V,. &WATER LIi,,:S, r. TESTING BEFORE CO Blower door and ductwork �y sting required. l 6 T,45L 301.2C1 CL 111'i,4TIC $ GE0G1,,4P�11C DESIGN CRITE1R1,4 Ste- GR OW TOPOGRAF`iHIC SIPECIAL WIND-BORNE DESIC�sIN SUBJECT TO DRAOM5 GE FROM: DESIGN UNDERLAYRM�T FLOOD FR EZIING ANNUAL P�� LOAD SPEED EFFECTS WIND REGION DEBRIS ZONE ATAGOR WEATHEIRING LINE DEPTH TERMITE TEMP REQUIREMENT HAZARDS INDEX TEMP /� 2O� MOD/ rJ � J 25 P.S.F. 130 MPH. N/A N/A YES B SEVERE 3'-011 HEAVY 15°F YES VARIES 1500 OF < 52 e'F TABLE R6m2.3(U TABLE R602.3(I) - continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE SPACING OF DESCRIPTION OF DESGRIPTION OF SPACING OF FASTENERS DESCRIPTION OF BUILDING ELEMENT$ OF FASTENER ab4,d FASTENERS BUILDING MATERIALS FASTENER bid° EDGES(inches) INTERMEDIATE SUPPORTS (inche" Joist to sill or girder, toe nail 3-Sd Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing � �, I" x 6" subfloor or less to each moist, face nail 2-Sd 3 s! / 6d common nail (subfl or, wall) 6" ecl es � vOi J — it6 - 2 9 g 12 interior zones 2 sta lea I/a Sd common nail (roof) 4" rake g 2" subfloor to joist or girder,blind and face nail 2-16d %2 - I Sd common nail (roof) 4 eadges 12e 0 0 9 Sole plate to joist or blocking, face nail 16d 16" o.c. 1Yb- 11/4 Imd common nail or Sd 6" edges 12 (2 Q) deformed nail 4" rake — t~ D. y O Top or sole plate to stud,end nail 2-16d Other wall sheathing" N o0 Stud to sole plate, toe nail 3-Sd or 2-16d 12"regular cellulosic fiberboard I1/2 galvanized roofing nail 6d .U. IVD ISION 01 -GENERAL REQUIREMENTS: Provide 4 Inch slab with 6 Inch x 6 inch 10/10 WWF on 6 Provide steel ladders ermanentl Installed as aide of eheathing common Hall staple in ga.,ha long 3 6 p 9 MICROLAM: DIVISION 09 -FINISHES: Double studs, fdce nail loci 24" o.c, c � � mil vapor barrier In Cellar and Garage.(All slabs are egress wells.Provide fight weight hinged metal rates h etructural cellulosic fiberboard It's galvanized rooFtng nail 8d 3 All proof of Insurance shall be verified in writing to the: e5`o compacted fill).Pitch porch/patio and garage at egress wells or wood railings as Field conditions SCOPE: sheathing common nail staple in ga.,Ira long 3 6 @ � � Owner and Architect Including but not limited to slabs 116 Inch per root minimum away from house. dictate. Provide samples. all erioef tis Owner for approval Double top pldies, fdCe ndll loci 24° O.G. 75isq etructural cellulosic fiberboard I3/4 galvanized rooFtng nail 8d This work Includes the complete furniahingb and prior to ordering.All Interior finishes are as specified sheathing common Hall staple 16 ga.,Isi4 long 3 6 ,y General Liability,Workman's compensation and Disability. Installation of all "Micro-lam" lumber beams as shown In The Owner shall be responsible for malntainlne the Provide poured concrete foundation walls(see plan Provide EPDM flat roofing and all related flas-ing the drawings,herein specified and necessary to by Owner's Interior Designer. eole late t0 oist or blockin at braced Wall anelS proper property insurance during all phases of work for thickness and reinforcing). where Indicated.Installation shall meet manufacturers p j g p 3-16d 16" O.C. I/2 gypsum sheathing Ilia galvanized roofing nail,bd 4 8 complete the work Interior walls and ceiling: Tape and spackle drywall,(3) common Hall.staple galvanized,he requirements. Dou e top p ates,minimum 48-Inch offsst of end joists, face nail in — The work and materials shall be guaranteed for one(1) All footings she I be poured on virgin Boll and minimum MATERIALS: coats(I prime,? finish). Tape shall be Fiberglass type. long.1l'e screws,Type W al S C) - year,commencing with the General Contractors final 36 inches below grade. Provide 5-1/2 inch metal studs at 16 inches O.G.with Walls and telling to be ready for paint. Id ed area 8-16d Isii galvanzeg roofing Hall.8d p O The micro-lam lumber beams shall be manufactured from `'/a gypsum sheathing common nail.staple galvanized,Isla 4 8 Cc payment.During this time the contractor shall make to and bottom tracks In all basement artitions - f3lockin between oists or rafters to top plate, toe nail — p p micro-lam brand parallel laminated veneer lumber All drywall shall be attached to Framing with screws only, g j good on all defects.Granting of a Certificate of Do not pour concrete In wet or below 40 degree adjust gauge due to spans. utilizin 1/10"or 1/8"thickness Dou las fir veneer lued 3-Sd ono. re screws, ype W or S g g g max.Iz"o.c. Wood Structural panels, combination subfloor underlayment to framing Z Occupancy or the owners use of the premises shall not weather, u In a continuous feces with all rain arallel with the Provide drl ca s at all exterior o enin s. p p g p Rlm Joist to top plate, toe nail 8d 16" o.c. along each edge constitute acceptance of work p p p 9 length of the member. Laminated veneer limber shall be All labor and materials shall comply with the bd deformed nail or Alf concrete shall be at feast 3500 psi.General of sin le one- iece fen th,free of rip er oints,scarf The contractor shall visit the site and verify all Contractor shall be rea onsible for rovldln the Provide co er crickets at roof as shown. g p g 9 J requirements of the US Gypsum Company and(N.Y.S.G.) TO IdteS, Id 5 at corners and Inter5ectiOnS, face nail 3j4 and le5a p p g pp Jolnte or mechanical connectlona in full length. Section R102.3. p p p 2-lod 8d common nail 6 12 conditions. Any discrepancies,volds or problems shall Architect and Owner with receipt Indicating concrete be reported to the Architect before submission of strength based upon cylinder tests.Provide separate Provide zinc coated copper flashing at Intersection MEMBERS: Built-U header,two feces with I/2" S dcer TiB - 1 8d common Hall it bid. A submission of bid shall imply contractor cylinder tests for°labs,footings and walls. of walls and covered orches/ sties -back with toe Provide 5/r Inch Type X gypsum board In garage and p p p 16d 8d deformed nail 6 12 acceptance of the drawings and all existing conditonS. p p Veneer°shall en dried ae required Ad,mee i used to mechanical room(tape and sparkler and caul all — and water shield.Extend up walla 12 Inches, laminate the veneer shall be water roof,meetln the AII concrete work shall comply with the requirements of p 9 openings with approved flame retardant caulking as Continued header, two pieces 16d Il/a - Ii/q 10d common nail or requirements of A57M D-2559-16,uniformly applied to prescribed by IN.Y.S.GJ 8d deformed nail 6 I2 Contractor hereby specifically acknowledges that the the American Concrete Institute (ACU,ACI 301,304, Provide copper drip caps at all rake boards. the veneer at the required spread rate. 0 contract documents are full and complete,and 305,311,315,315,and 341 and(N,Y.S.GJ R4022 and ASTM Ceiling joists t0 plate, toe nail For SI: I inch= 25.4mm, I foot=3m4.8mm, I mile per hour-1.6m9 kmM Provide 5/8 Inch moisture resistant gypsum board In all 3-Sci (�/-)i .,_..i sufficient to have enabled It to determine the cost of c1151. Provide 1/2 Inch web stiffeners - In steel beams(both DESIGN: baths and kitchen, a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Q F� .,-i the work and that the drawings,the specifications and sides)below steel columne/beams above. � r-a •C" Micro-lam lumber beams shall be deetgned to meet the Gontlnu0us header IO Stud, toe nail 4-Sd b. Staples are 16 gage wire: and have: a minimum �6-Inch on diameter crown width, ?--1 �'•1 all addenda(if any)are sufficient to enable the Reinforcing: dimensions and loads Indicated on the plans. All Provide 1/2 Inch"duro-rock"gypsum board at all c.Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 4a lnches or greater. Q Q Contractor to construct the work outlined therein In Ad AIf reinforcing bare are to be the diameter shown, Provide standin seam co er roofs as Indicated- shower and tub enclusuras In bathrooms. 9 pp designs shall be In accordance with standard Ceilin Olst, Id S Over drtltlOnS, facenall — accordance with all laws,and otherwise to fulfill all of deformed lnterrtedlate grade billet steel having a fully Flashed. engineering practice. Complete design calculation g j p p 3-lod d. Four-foot.-by-8-foot or 4-foot-by-9-foot panels shall be epplled verticelly. � Q Rs obligations under the contract documents.In design strength of 40,000 psi per(N.Y.S.C.)Section showin member forces and stresses and allowable load e. Spacing of Fasteners not included to this table shall be based on Tables: R6m2.3(I). ,�.3 � p y g Provide I/2 Inch paperleas drywall In basement/cellar. Ceiling joist to parallel rafters, fare nail 3-loci f. For regions having basic wind speeds of 110mph or greater, Sd deformed nails shall be- used For attaching plywood and wood •� addition,If Contractor erforms an construction R404.4.6 and,A3TM A 615,A 106 or A 996. are to be available upon repuest for oath Micro-lam activity and IF It knows or should have know that any of B.)Typical cover For all relnrorcing shall be three(3) Comply with the following American Welding Society lumber deal n. The des! n of the Micro-lam lumber g g Interior trim: All trim Joints to be Filled with wood feller structural panel roof sheathing to framing within minimum 48-inch distance from gable end walla, If mean roof height le more than 25 Feet, +> 4+ the contract documents contains a recognized error,In Inches unless otherwise directed. Standard°: beams la to be under the supervision of a registered and Banded ready for paint. Rdfier t0 plate, toe ndll — Consistency or omission,contractor shall be GJ All bare are to be continuous unless specific lengths AW5 Dl.l Structural welding code professional engineer and In accordance with the NRB 2-lied up to 35 feet maximum. responsible For such performance and shall bear the are shown.All apilces are to be forty(40)bar AWS DI2.1 Reinforclne steel welding code acce tance,and rovisions or the national deal n f� rct Qr p p g Wood floors: All wood floore to be sanded,stained a 2-Sd g. For regions having basic wind speeds of Immmph or less,Halls for attaching wood etructural panel roof sheathing to gable end wall - Q ,m-i + diameter minimum. (2)coats and receive(3)coats of non- ellowin 1 brdre t0 each stud and Idle, fdre nail cost for correction thereof. epeclficatlon for wood 1984.1 y g p 2 Std IeS, 13/4 framing shall be spaced 6 Inches on center.When basic wind speed Is greater than 8mmph, Halls for attaching panel roof sheathing to U 4---1 D.)Welded wire fabric(WWF)Is to be 6 Inches x 6 Comply with ASTM A-6,general requirements for polyurethane.No Floor to be stained/sealed until wood _8 Intermediate supports shall be spaced 6 lnches on center For minimum 40-Inch ridges, eaves, and gable end walls and 4 inches on center Ct 5-I ly The Contractor shall be responsible For the removal of Inches spaces,10 x"10 gage which shall consist of delivery of rolled steel plates,shapes,sheet piling, PROTECTION: is properly accllmated and dried. P x 6" sheathing to each bearing, face nail — all waste and debris In compliance with all local,state, cold drawn members having an ultimate strength of not and bare for structural use. The Micro-lam lumber beams,like any other wood 2 Std les, 13/4 to gable end wall framing. Rm Q and federal regulations and shall Indemnify and hold lose than 40,0mD psi.WWF is to be placed In all slabs product,shall be el PLUMBdG MECHANI-AL/HVAC: I" x 8" 9hedthin t0 each bearin , face nail 2-8 h.Czypsum sheathing shall conform to ASTM C7 9 and shall be installed In accordance with C-4 253.Flberboard sheathing shall conform to .� r Q Q � Z the Owner and the Architect harmless From any losses or and steps. Conform to various ASTM standards,as noted,and all g g — claims In connection therewith.This clause shall survive EJ Af reinforcing la to be securely Fastened to resist requirements of the governing authorities. PROTECTION 3 9tdplea, 13/q either AHA 194.1 or ,ere G 2m8. r"C Provide all necessary roughing for complete Wider than I" x S" sheathing to each bearing, fdCe Hall 3-Sd 1. Spacing of fasteners on floor sheathing panel edges supported by framing membere end at all floor perlmetere only. Spacing of ��--(( ,� � ��-i Q the termination of construction,or completion of the movement during concrete placement. The Micro-lam lumber beams,like any other wood installation per plans. 4 sta lea, 13/ Fasteners on roof sheathin anal eci ea a lies to anal ea' es su orted b framin members and at all roof lane erimeters. tV _� � rry--�--!! Owner/Contractor agreement. F.)At egress wells provide(2)"5 bars at top and MATERIALS PROPERTIES- product,shall be exercised during handling to prevent 4 g p g pp p g pp y g p p k-t bottom and"5 bar at 16 Inches O.G.vertically r h II be damage to the beams. Contractor to provide and pay for all necessary Bullt-up corner Studs loci 24" O.C. Block.ing of roof or Floor sheathing pane edges perpendlcular to the framing members shall not be reclulrecl except at Intersection or Z � Q i� E The drawings and specifications are Intended to G.)Provide"5 dowels at 36 Inches O.G.extending from 1,Structural steel shapes,plates,and ba e e a Inspections,tests and approvals. rr�--i adJacent roof planes. Floor and roof perimeter shall be supported by framing members or solid block.ing. � � � Q � )-i' coordinate.Anything found on the drawings and not footings into walla. A5TM A-36. HARDWARE: I••--il mentioned in the apeclficatlone or vise versa,or 2.Gold Formed steel tubing shall conform to ASTM All hardware is to be fabricated b others accordin Built-U irdera and beams, 2-inch lumber Id ors loci Nail each layer as follow°: �..i anything not expressly set forth In either,but which is No admtxitres shall be Introduced Into the concrete A-501 y 9 All fixtures and fittings to be provided by Owner and p g y Q Q to details contained!n the contract drawings. Installed by Contractor. 32"o.c.at top and bottom and ,� reasonably Implied,shall be furnished ee though without written approval of the Architect. 3.Steel pipe. ASTM A-53,type E or S,grade B. Black staggered. F: V o �--i G specifically shown and mentioned In both,without extra finish,exce t where indicated to be alvanized. p g py pp G@tl�Pd eta •' �� _�� Sa�tw C� Q) � Q p 9 All Iumbin work shall tom with all a cable codes Two Halle at ends and at each Q --I � °+1 U char e. All concrete placed into forms for a vertical height of 4.Anchor bolts,ASTM A 301,grade A,non-headed INSTALLATION: and standards er(N.YS.G)Part VII.Install fixtures and '--i Z g more than 36 Inches shall be vibrated. type. The Micro-lam lumber beams are to be Installed In p 2' planks fitting° In strict accordance with manufacturer's 2-16d At sa bearing C u m I i a n e e C e rt i f i e a to � `�' During the course of construction If modifications to 5.All steel shall receive one of red oxide primer after accordance with the lans. Tem orar construction -F-) the design occur as a result of existing conditions, Provide beam ackets at all beams as noted. fabrication In oho p p n Instructions. Roof rafters t0 ridge, valley Or hip rafters: — p p loads beyond limits Indicated thereon are not toe nail 4-I6d � ® � � � � �••� � request of client,architect,etc.The Contractor Shall permitted. Holes,cuts or notches not previously All piping tube diner or cast Iron except for vent face nail r--1 Submit two written co tee of a than a order with the Provide sleeves in foundation For all utilities as ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY a roved b the en ineer shall nor be made. The final 3-16d �1� ,- �-1 p g pp y g n s.All water supply piping and piping for heating I-L� amended price. The Contractor shall not continue with necessary.Verify in field prior to pouring concrete. BRACING FOR LATERAL STABILITY UNTIL THE erection of the Micro-lam lumber beam shall be under shall be copper. Rditer ilea t0 rafters, face 3-Sd .,-I •ram Q �_l any changes until he receives written authorization from STRUCTURE IS FULLY BRACED BY THE INSTALLATION the direction of qualified construction supervisor. the Owner or Architect. PLACEMENT: OF PERMANENT STRUCTURE: Insulate all hot and cold water supply lines.Provide � ." exists Slum shall not be more than Four or less than two Lateral nail holding and withdrawal are as provided In new water service to residence. O Q Q If In the course of construction,a condition p the code for Douglas fir sawn lumber. Nails Installed M Q) which differs From that as Indicated on these plans,the Inches as measured at point of placement and by ASTM DIVISION 06 - WOODS PLASTICS AND COMPOSITES: parallel to the glue Imes on the narrow face shall not Connect all roof leaders to dry wells.- as Indicated on _ Project 1245 Ruth Road -H4 f-) (/j Q contractor shall stop all related work and notify the 143. be spaced closer than 4 Inches for 10-penny common site plan.Provide 6 Inch below ground PVC piping. . . Architect. Should he fall to follow these procedures STRUCTURAL LUMBER: I Q) X Halle and 3 Inches For 8-penny common Halle. Halle I �� '1��I I I I� � � '� '�' and continue with the work,he shall assume all Minimum compressive strength shall be 3500 PSI for Installed perpendicular to the glue lines on the wide Provide high efficiency gas Fired dollar(e5 o I D W Energy Code: 2018 IECC responsibility and liability arising there from. Structural concrete and 2000 PSI for pavine at 28 All lumber and labor shall comply with all local,state face shall be installed in accordance with the code. efficiency or greater)to accommodate residence.Size � 0 Q � U) Q Q des s. and federal authorities havin urisdiction. Location: Southold, New York ,� �--i y g J These Hotline epeUflcatlons are based on a member at of boiler to be determined by heating contractor. The AIA document A-201(latest edition)"General least%"thick and 3-1/2"wide. Holdin ower of bolts Constructions,or the Contract for Conatructlon"shall Concrete shall not be re-tempered by addition of Exterior wall to be 2 Inch x 6 Inch O.C.with sin le cola g p Boller th accommodate all zones of radiant heat and T-0O1.00 COVER SI-IFFY, DATA E CzENERAL NOTES i QF l2 Construction T e: '� g installed perpendicular to the glue lines 19 as forced hot air as follows: Yin Single-family L o . ) C> prevail whenever possible. water of cement after It has partially hardened. plate and double top plate.Notching and drilling of provided In the code for dense Douglas fir. A.)(5)zones of Forced hot air to be coordinated with Project Type: Addition LL J Q Q Q '� U all studs shall comply with(N.Y.S.C.)Section R602.6 Architect and Home Ener Solutions. SITE PLAN / NEW DRAINAGE / All work shall conform to the 2015 Residential Code of Place reinforcirg according to CRSI recommendations: S ecific a roval Is re uired for other than nalled g9 oJ'P-iOL00 ZONING INFORMATION 2 OF 12 Climate Zone: 4 (5572 HDD) � Now York State(latest edition)and all rule°and Mln.3"cover for surfaces in contact with rade and 2" Interior art Rion walls to be 2 inch x 4 Inch O.0 with p pp q co Separation th first and second floor zone°to be CQ U) -(/) g p and bolted connectlona. coordinated with Architect and Home Energy Solutlone. � r---c regulations therein and with all other agencies having cover for other surfaces,unless otherwise noted. Lap single sole plate and double top plate unless C.)Provide Taco circulating pumps For all heating Permit Date: U) A-100.00 PROPOSED CELLAR PLAN 3 OF 12 U Jurisdiction. welded wire mesh 12"min. otherwise noted. STRUCTURAL PROPERTIES" zones. Permit Number: ^^ N�y CQ Q r�---i1 (y �� H I--�i 1.�L r� .r-{ (4 D.)Provide Isolation valves for each zone. The Contractor shall make sure that all trade's work Consolidate concrete by band or with mechanical Exterior wall sheathing shall be 5/8 Inch CDX plywood E • 2,000,000 FB - 2,500 P51 E.)Provide all necessary wtrine • conforms to federal,state and municipal codes(BOLA) vibrators-maintain proper reinforcing locations. unless otherwise noted.Secure to framing per(N.Y,S"CJ No substitute°are acceptable,unless specifically F.)Provide Indirect hot water storage tank to A-101.00 PROPOSED FIRST FLOOR PLAN 4 OF 12 and ordinances. These shall supersede drawings,notes Table R6023(U „oted by engineer, accommodate residence. Construction Site: Owner/Agent: Designer/Contractor: and dimensions In all cases, The Architect shall be If temperature fails to 40 F or below,uniformly heat G.)Provide Honeywell T81 thermostats For all zones - 1245 Ruth Road Adragna Designs, LLC notified of ouch changes before work Is started" water and aggregate to maintain concrete between 50 Roof Sheathing to be 3/4 inch CDX Plywood. PLYWOOD: coordinate all locations with Owner prior to Installation. A-IO2.00 PROPOSED SECOND FLOOR PLAN 5 OF 12 Mattituck, NY 11952 Non-famlllarlty with governing rules and regulations will and 80 F at points of placement. Do not use frozen Roof sheathing shall be CDX 2410 plywood,5/8" for H.)Heating Systems to be Installed In strict accordance 5162892461 not be cause For"extra"billing. In the event that work. materials,calcium chloride,slats or anti-Freeze. All All stryctural lumber(headers,posts,Floor joists'anti eheathing spanning I&"or less,and %"otherwise with manufacturer's requirements. _ Srgn t Seal: has to be replaced for non-compliance,The Contractor exterior concrete shall be air entrained. roof rafters)shall be construction grade Douglas Fir I.)All heath a ul ment Includin t s and location of a2arch16�gmail.eom shall be held responsible IF he has not notified the Larch•2 and better surface drled to max.14�re•eture Floor sheathing shall be 32/16"Structural 1 t II C-D g q p e yin A-103.00 ROOF FRAMING PLAN 6 OF 12 RED AR Architect before initial Installation. Maximum devtatlon from flush,plane or plumb surfaces content,atreae graded lumber. Lumber shot;have the .�, thermostats and zoning to be approved by Owner. _ ' exterior, / thick APA rated,TdG,glued and nalled. J.)Provide outside reset controls and complete shall be 1/5"per fts slabs shall be level,unless following minimum atreae properties: • u - The Contractor shall make any corrections required by otherwise noted. ,All I wood shall be rade marked and meet the computer controls For boiler. A-104.00 PROPOSED ROOF PLAN _ , the Architect.Approval of drawings or schedules shall FB 815 sl - p y g K)Provide outside air source to Mechanical Room 1 OF 12 W. Yes ry• .<.,,�.K,.a �/�\ .r��9 0 p atandarda of American Plywood Assoclatton.(APA) Cone Sq.In.per 2,000 BTU boiler capacity)with a duct s f` .... "� C` C;R•�O� /�(� not relieve the contractor from responsibility for Finishes shall be as follows,unless otherwise noted: FV 15 psi /y devlatfons from drawln a and a ecifications,unless he Interior slabs -steel trowel smooth finish E = 1,600,00D Si with a register wkhln 12 Inches of telling and a second s e - _ ® "• � "-..,n .;<., �� `< �� A-201.00 BUILDING ELEVATIONS Compliance: 7.0°6 Better Than Code Maximum UA: 214 YourUA: 199 Maximum SHGC: 0.40 Your SHGC: 0.40 g p p register d n 12 Inches of finished floor. 8 OF I2 The%Better or Worse Than Code Index reflects hex "Ise to compliance the house is based on code trade-off rules. � ,Ir has called attention to such deviatlona(in wilting)at Exterior slabs -broom finish perpendicular to path of DIVISION 01 - THERMAL AND MOISTURE PROTECTION: the time of submission of bid and secured written travel. All etructural lumber shall comply with and be eructed In L.)Provide new gas aervlce to residence. approval. Nor shall it relieve him From responste nity for accordance with the national forest products NSULATION_ It DOES NOT provide an estimate of energy use or c,st elative to a minlmum-code home. * =R: z - errors In shop drawings or schedules or the proper Formwork not ai,pporting weight of concrete may be association's National Design Specification For Wood Provide complete central air condltloning system A-2(d2.00 BUILDING ELEVATIONS 9 OF 12 performance of mechanical equipment and controls. removed after 48 hours of curin at not leas than 50 F. Construction,latest edition. troughour residence(number rd zones and locatton of e Insulation shall be foil faced ltypicalL all dlFFusera/grilles to be coordinated wth Archtect The word "provide"Shall mean to Furnish and Install all Footinge shall be set at a minlmum of 4'-0"below All lumber shall be grade marked. prior to Installation).All equipment shall be selected by A-301.00 BUILDING SECTIONS Envelope As embi ie5 N� J - matertals necessary to complete the work In Finished grade. Provide batt Insulation throughout the first and second Home Energy Solutlone. IO OF i2 J Floor of appropriate thickness: Provide complete system of supply and return "", y. .• e.„"r .�:w gi _ £, ,; �• It i5 a violation f.Its 1 er n}•(i�55 actin and Provide Joist hangers For all Flush framed condltlons, -2t in all 2 inch x 6 Inch walla }� accordance with acce tad construction standards „. R (Insulated)ducts to be utilized for central air s °°'- , 1J im son Taco ore ual. Inca,ir. - I' -M A S ab manufacwred b s A-Sm1.00 FRAMING CONNECTIOT� DETAILS � ;r. ,,. ter;;; • =f'"' under the directs �C�e li ct,to alter Iy1510N 05 £T L y p i 11 OF 12 manufacturer's recommendatlone. � R-13 m all 2 Inch x 4 Inch walls condltionln - )+�t' �.:�• - accordance with manufacturer's Instructlona. g" - y'�' �• '1 '.`�•'• �_, an item in any way. If a seal of an t STEEL WORK IN GENERAL,SHALL CON ORM TO THE r - ul s - " All items s stifled are to establtbh ualit of work P ovlde R 49 ball.Ina anon at cellln a at attic . r I I ." 'ii•, -. :{:: ,. �,. - ?x. architect i5 altered the alterin architect shall affix to p q y g Both heating and al tend lion ng systems shall be �, _-.r, _.. .....,k �„ ,,,,� roducts of other manufacturer's a ual in deal n,color FOLLOWING AMERICAN INSTITUTE OF STEEL Carpenter shall do all cutting an fitting of woodwork R-38 bait.Insulation ermitted If coverin 100q of A-502.00 FRAMING CONNECTION DETAILS p q g p g dealgned,installed,and/or adjusted by contractor to 12 OF 12 and quality may be substituted If approved by the CONSTRUCTION STANDARDS, required by the plumbing,heating and electrical dolling area extending over exterior top wall plate. his Item the seal and the notation"altered by"followed contractors or an other mechanic°to Install their work provide for the ll sp ces. of heat and air New RR:Cathedral Ceiling 1,380 38.0 0.0 0.027 0.026 37 36 by his signature and the date of such alteration,and a Archttec!as meeting established design and functional 9 criteria. -Code of standard practice For builders and bridges Provide continuous R-8 Insulation at interior or condltloning to all spaces. _epeciricatlons for the deafen,fabrication,and All lumber In contact with concrete/masonry shall be exterior of basement wall or cavity R-13 batt.Insulation All work shall be executed In accordance with the erection of etructural steel buildings,Including the treated In accordance with(N.YS.C.).SIII laces to be The flrot(10)feet of all supply and return ductwork New First Floor 1Nalls: Wood Frame,16"O.C. 747 21.0 0.0 0.057 0.060 35 specific description of the alteration. p at Interior basement walls. leaving and returning the air handling units shall ba 36 beat-accepted trade practices and as per commentary and supplements. (2)2 inch x ro Inch ACQ.contractor shall be responsible lined with 1 Inch acoustic lining.The balance of all Doors FF: Glass Door(over 50%glazing` manuFacturer'a recommendatlone. -Specs for structural Jolnte using ASTM A-325 or ro ensure that the proper means of protection are Provide R-10 Insulation at bassment slab perimeter 36" i 41 A-490 bolts. utilized during the handling,cutting,drilling,etc.of all In depth.R-15 required for heated slabs. ductwork shall be Insulated with Ier inch yin I c SHGC: 0.40 0.300 0.320 12 13 The Contractor Is to Indicate to the Architect the treated material, density,lapped and fled with flberglaea tying cord. proposed dates and hours during which work shall be Provide new copper Flashing as dictated by field Provide R-38 bait insulation between cellar-first floor, Windows First Floor: Wood Frame 98 performed. The contractor shall prepare and update condltlons.AIf roofing and related flashing shall be Cutting of the floor oists to a de th of I/16 of the DIVI510N 31 - EARTHWORK: SHGC: 0.40 0.300 0.320 29 31 J p first floor-second floor. monthly construction Schedulesf Completion date may copper or lead coated copper. Joist span shall be permitted except in the middle third pg. New Walls SF:Wood Frame, 16"O.C. 720 21.0 0.0 0.057 0.060 36 38 t Landsca In all trees and shrubs which Interfere with `f � not be extended without written notice. of the span per(N.Y.S.G.)Fteure R502.8. Provide sound attenuating Insulation In all interior walls. the construction of this project shall be removedt and Provide all necessary Joist hangars,connectors,bolts, new ornamental trees and shrubs planted,new lawn areas The Contractor shall obtain all required building sleeves,slate,nails,screws,etc.as required to provide Notching,drilling or cutting of TJI floor joists shall be Insulation In basement/cellar shall be mildew resistant Windows Second Floor:Wood Frame T permits,approvals,underwriters certificate,"C or O," complete job. In com liance with manufacturer's Instructions.See shall be seeded after finished grading Is complete. 92 0.300 0.320 28 .29 J d) SHGC: 0.40 � p Cpaperless). See Landscape Plan provided, and/or completion for all work Indicated For agencies specifications on Engineered Lumber Data Sheet, Floor Over basement:All-Wood joist/Truss 660 30.0 0.0 0.033 0.047 22 31 (b having jurisdiction. Provide heavy duty Joist hangars at mtccrolam Provide 2 In thick rigid Insulation at perimeter of connections as manufactured b Sim son or a roved Double oist or rovide ladder oists at I6 inches O.C. Storm drainage: contractor will verlFy requirements of y p pp J p J foundation per IN.Y.S.G.)Section R4033 to protect local authorttlee for storm drainage. The Contractor is to Supply owner,in writing,a waiver equal.The Architect shall coordinate all connection°of under all partitions running parallel to same.At we•. water proofing FIELD CONFIRMATIONS: Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other .-. of all (lens for himself and all suppliers and major etructural members - the Contractor shall notify locations provide space between double jolota and THE REQUIRED INSPECTIONS DURING OF all lore or im the time ll each a meat re east. the Architect when all members are to be Installed. block solid at 48 Inches O.G. er CN.Y.S.G.)FI ere Provide new storm water drywell as indicated on plane. calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in flame a read rattn not p y q p 9 All Insulation shall have a p g CONSTRUCTION PROCESS ARE REScheck Version : REScheck Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. L0 R502.2 greater than 25 and smoke development index not to Provide new septic system In Front yard Including Do not Scale drawings,written dimensions supersede Provide termite shield at all foundation work per exceed 450 er ASTM E84.Ex osed attic Insulation se tic tank and leechin ool er lan. Scaled dimensions.•• (N.Y.5.CJ Section R324,compatible with ACQ 5111,Set Provide minimum(3)2 Inch x 4 Inch or(3)2 Inch x 6 Inch p a p g p p p FOLLOW N.Y.S R104.2•I THRU = termite shield on elll sealer Insulation. osts below etructural beama/header unless otherwise on floors shall have a critical radiant flux not less than t,J v p 0.12 wet!per Sq.Gm.per(N.Y.S.C.)5ectlon R320.4. Provide 6 foot construction fence during all phases RI04.25(SEE LIST BELOW) Upon completion of the work,the Contractor shall have: noted.Block solid to Foundation or framing below. all areas cleaned Including but not Ilmited to Provide ell reinforcing and mesh for all concrete work of construction ae dictated by the building department (A) Ri04.2.1 FOOTING AND rim FLASHING: and as needed for a secure site.Provide hay bales �, �p Vacuuming,washing and polishing. as specified In"Concrete"Section and per(N.Y.S.c.) Provide all necessary temporary bracing,shoring,etc., FOUNDATION INSPECTION(SEE CODE) — — — — — — — _ — — — _ _ _ _ _ '��{'�� O Section R406A,6 <ASTM A615,A106,A996,with until all framin and oheathin la to lace. and silt fence to rear of property as prescribed by the Y •RIDGE Broom clean affected areas and cart away all debris. Minimum 40,000 psi compressive strength, g g p Flashing work shall Include all flashing required fora village. EXIST. EXTEND EXISt. NEW U complete Installation of new roofing,trim,entrencea,all 4"DWV CTO ROOF) 4"DUN(TO ROOF) 4" DWV(TO ROOF) Q •--I Provide fire stopping of the type and locatton per Indicated on drawings. Repair and/or replacement of It shall be the reaponalblllty of the Contractor to (B) Ri04.2.2 FRAMING AND The Contractor le responsible,during all phases of Provide 5/8 inch round x 18 Inch long anchor butte at (N.Y.SC.)5ectlon R602.8 and draft-eta In er ro ere tar all ex osed ortions of the structure at pp 9 p gutters and downspouts es required to create a water p p y p p p ROUGH-IN INSPECTIONCSEE CODE) work.for all construction means,methods,techniques, all foundation walls at 23 inched O.C,-minimum 2 per (N.Y.S.G.)Section R505.12. tight Job. Q sequences,procedures and safety precautions wall and maximum 12 Inches from each corner er the end of each day until such time es Lhe residence la _ _ NEW _ _ _ _ _ _ _ _ p completely water tight. _ NEW connected therewith. (N,YS.C.)Section R403.1ro.Provide 3 Inch square contractor shall be responsible for any modifications Flashing for roofing Shall be copper sheet: ASTM,16oz. (C) R104.2.3 PLUMBING ROUG-1-IN BATHROOM 7 washers. which ma be re uired b the Buildin Ins ector,within T.O.CEILIING y q y 9 p l0.0216"Xcold rolled). Separate all dlaelmllar meta le provide Owner and ArchReci with drawing Illustrating BATHROOM I� The Contractor shall furnish and Install all material and the scope of the contract as set forth In the plans or with bituminous coating. Joints to be soldered. all new and existing subsurface utility locations and INSPECTION(SEE CODE) 200 equipment as shown,and unless otherwise note,all Provide steel framing members as indicated on plan, as outlined In the proposal,at no additional chugs to 204 r[� equipment shall be new and of best quality. the Owner or Architect. dimensions.Thee drawings shall Include water aervlce, EXPAND EXIST. v Fabrtcatlon and erection of atf structural steel work Provide zinc coated copper flashing pans at all eas and electric services,drywella and septic system CLOSET$ exterior doors and windows with Sills within 12 Inches or and all related piping. (D) R iO4.2.4 MECHANICAL I-Y2" 1-kt" 1- i� U The Contractor Io responsible for the coordination of shall conform to AISC specifications For the deafen, Materials for millwork shall be kiln dried to a mosture roofs below. 3,r 3u 1- " all necessary Inspections during work as well as for final fabrication and erection of structural steel for content less than 12q. SOILS ROUGH-IN INSPECTION(SEE CODE) 3- building department approval and for obtaining the buildings - latest edition. All windows and doors shall have Orlin cape. Q IY N.Y.S.Underwriters Certificate and the Certificate of Neatly and accurately secure joints so they a e fitted 1 Xt" NEW NEW EXIST. EXIST. 1-yz" NEW NEW NEW 1)4" Q Occupancy/Completion. All steel shall conform to ASTM designation A-36 steel. tight,blocked and put together to avoid opedre. Excavate for all be nece,foundation walls,and other (E) Ri04.2.5 FINAL 1NSPE:GTIGN WATER LAV LAY WATER WATER Q Gounterslnk all Halls at all trim.the Painter shall be such work as may be necessary to the depths as shown CLOSET CLOSET LAV LAV (v DIVISION 08-OPENINGS" on the drawings.All trenches for footings,foundations, (BLOWER DOOR) CLOSET < The Contractor warrants that It 1s expert In the type of Steel pipe columns: conform to A5TM A-53,grade B responsible to caulk all trim,fill and sand holes•ready slabs,etc.shall have level,solid and undisturbed EXIST. < construction work and method of construction re uired 3-1/2 inch round x 0.318 inch wall thickness(extra to alnt. bottoms. NEW ��rrr q p Contractor shall verify dimensions and quantltles In the her under.By submitting a contract price,General strong)unless otherwise noted on plans.Prime columns field and report any discrepancies to the Architect All 3) THE FINAL INSPECTION IS A TEST SHOWER NEW � Contractor Is deemed to have represented that Ito per(N"YS.CJ Section R401.2. Provide fire stopping at all plumbing and elect•ical rough opening dimensions for doors and windows are ° _ _ _ o _ _ _ _ _ _ _ _ — S_H_O_WER — — 7 firm,eupervieory staff and workman are expert and penetrations both vertically and horizontally to comply the responsibility of the Contractor. Foundations have been deafened based upon ae WHICH SHOULD CONFORM TO ° TA.OECpNp 1 experienced In the type,method and performance of All bolts shall be 3/4 Inch diameter unless noted with M.Y.S.GJ. assumed loll bearing capacity of 2 tone per square work required,Including the work necessary to produce otherwise,ASTM A3325. foot.Any visible unstable conditions not brought to R402.4,1.2• THIS TEST IS TO BE 1-I/2" 2" FLOOR � Contractor shall review the door-win s with the Owner I I/z" z the beat possible aesthetic appearance For this Provides l6)Sd Halls at both ends of all 20 gauge prior to placing and door orders. g the attention of the Architect shall be the PERFORMED BY THIRD P,�,R'1-Y 31 l_J(i" 1_flt" 3" project,consistent with the Contract Documents,and Provide top and base plates per plans. metal strap°. reeponslblllty of the Contractor. CA. (- �� l_ 11 311 E AGENT OR CONSULT c.o. !�EW 1*I�C�I�I�'� co. that have offered such expertise and experience as an WINDOWS: (see window schedule.) ~� !vow w inducement to the Owner to enter Into an agreement with Provide non-shrink grout at typical bearing plates set Provide TJI floor joists(see plan for size and Fill used ll encountered underneath Foundations and the Contractor. on masonry/concrete, spacing).Install In strict compliance with manufacturer's Windows Shall be low-E glass. Size and function as slabs shall cc compacted to a minlmum of roc maximum CABANA BATHROOM installation uide.Provide strand board at all box density In accordance with the modified proctor test. PROI= .1.2 _ g Indicated.Contractor to verify sizes,(rough openings) Maintain 1:5:1 horizontal to vertical slope For any PROPOSED BUILDING SHALL BE I©3] imo The Contractor Shall arrange with the Owner for proper• Joist and other Framing connectors shall be beams - double at all openings.Provide latera with model numbers rior to orderin windows,and to storage of materials on the site so that all is done In manufactured by Simpson,Taco or approved equal, bracing at all floor oiste er manufacturer.Stoa a on F' g excavation adjacent to footings. (-J4" I- " ___ J p 9 re art an discre anciea to Architect. TESTED AND VERIFIED AS I-IAVINCs 1-Y2" �l— 1-�" 3" an orderly and secure fashion. site and Installation shall comply with manufacturer`s p y p 3 Provide galvanized hurricane ties at all roof eaves at requirements. Provide and Install all Insect screens,colonial rille Where walls are poured to grade,the contractor shall AN AIR LEAKAGE RATE NOT F I- " I- " Pro)ect Title: REL GATE 1-X2" NEW g backflll againet them with clean earth. Care shall be 1-Xj" EXIST. EXIST. pl$H F�EMOVE (REMOVE NEW NEW WASHING All Slte work Including,but not Ilmited to storm water each rafter. and hardware lee per owner's requesU. taken to brace the work adequately!o prevent EXCEEDING THREE C3) AIR CHANCsES WATER EXIST EXIST disposal and septic system shall meet the requirements Store TJI materials In dry locatton and protect during of all agencies having jurisdiction Including but not AIf Steel to steel connections shall be bolted.Provide construction as recommended b the manufacturer. deformation or collapse. PER HOUR. TESTING SHALL BE CLOSET LAV SINK ASHER LAY WATER LAV WATER MACHINE rrr� Ilmited to the Nassau County Department of Health or (4)- A325 bolts l3/4 inch)at all column to beam y All glass within lt8)Inches of floor to be tempered. FC�SET SINY. 2�5 RUTH ROAD CLOSET All floor olat shall be brid ed et mid-s an or at All materials used For backflll shall be Free of debris CONDUCTED N ACCORDANCE WI`H I FLOOR the Suffolk county Department of Health. connections. J g p DOORS: (size as Indicated on lans) Intervals not to exceed 8 fuel. Metal,soled wood p and organic material larger than 2 inches In diameter, ASTM E -i1`3 OR ASTM E 1821 AND EXIST. The Owner shall secure the services of a Iiceneed land Provide aluminum!unless noted aS copper)euttere and blocking,and o xce x 3"bridging I l acceptable. SKYLIGHTS: has Indicated on plans) length or wldth. SHOWER — — _ — — — REMo�I DRAIN — NEW surveyor for the final survey. leaders throughout residence.All leader locations shall REPORTED AT A PRESSURE OF 0.2 o I o SHOWER ICE MAKER o SHOWER be approved by Architect prior to Installation. All wall openings,4 feet wide or less,shall have double All glazing In hazardous locations shall be tempered Water shall not be allowed to stand in excavations until _ T.O.FIRS4 FLOOR Includin lazin in and ad acent to all doors,and in INCH W.G. Studs at a-bst s ans wider than four 4 feet shall have g e e J after concrete work has set. Contractor shall remove The Contractor shall provide temporary port-a-sap for J p locations meeting all of the Following criteria: such water at his own expense. 1'I�zn g�� z�� _ 1 Drawing Tale: duration of the project. Steel connections shall be two angle standard double studs for header bearin lus amb stud. __— 9 p J AJ Exposed area of an Indiv(dusl pane Ie greater than connections wherever possible.Connections shall be (9)eq"Ft. 1, GIUSEPPE ADRAGNA, HEREBY CO• 1- 11 G.O. 2' — _ y' 2" DIVISION 03 -CONCRETE: ads uate to carr the reaction due to maximum Joists shall be doubled around all openings,under all 5.)Bottom ed a less than(10)Inches above the floors. Temporary sheet piling,shoring or bracing shall nk uniformly distributed load that the beam Is ca able of arallel walla and artitions,and at cantilevers be and g provided to required io maintain excavation banks in a CERTIFY TO THE DEPARTMENT O'r 3�� I-Y2" 3�� (-1/ju C OV�j SHEET p p p y C.)Top edge greater than(36)lnches above the ea Fe and stable condition. C.O. 1 Conform to the following codes and standards.latest supporting For Its span based on the A.I.5.G.Safe Load the foundations wall. floor. BUILDINGS OF THE TOWN OF edltiona: Tables. l One or more walking surfaces within(36)Inches DATA C.JC, �.LI l V 1J 1 hALi T ical Interior new,non-bearin artitions shall be 2x4 No blasting shall be parmttted. SOUTHOLD THAT TO THE BEST OF MY 5 yin 9 p horizontally of the glazing. I, -American Concrete Institute•302 recommended All steel shall have factory rust inhlbitive coating studs at 16"oz.with 5/8"sheetrock Tape,spackle and Contractor shall retain a licensed civil engineer to PROFESSIONAL KNOWLEDGE THE , practice for concrete floor and slab construction,"301 including Inside all columns. finish ass ecified. I- " IST. s p Provide and Install interior and exterior doors as perform all design and supervision related to 3" r.,� specifications for structural concrete for buildings,"318 Indicated on plane In Strict accordance with DOCUMENTS CONTAINED HEREIN building code requirements for concrete. Provide all metal straps from roof rafters down to Typical exterior walls:new construction shall be 2x6 at excavation,underground utlhty services, CONFORM TO THE LATEST 2015 EXIST. FA.I. foundation per details as manufactured by S!mpeon or 16"o.c. manufacturerb specification°. (substandard-less than 2-ton/sq.ft.)Dolls encountered, roads,and bite structures not usual) considered 1'kt° EXIST. EXIST. WASHI -concrete Reinforcing Steel Institute Manual of approved equal.All 20 gage strips shall have six(6) All exterior doors Shall have weather strl in as art y INTERNATIONAL CONSERVATION WATER LAV MACHI E Standard Practice. Sd nails each side.Straps at base of first floor walls Provide ilntels or headers at all o enin s,whether or pp g p architectural In nature. CLOSET p 9 of their aesembuee. CODE AND 2015 N.Y.S INTERNATIONAL which wrap around sill plate shall be eta lnleae steel or not Indicated on the plans. Headers at non-bearing Pro)ed B: -American Society of Testing Materials(ASTM), double hot dl ed alvanized and Installed with condltlons shall be as follows: All basement walls below grade-hall be damp-proofed ENERGY CONSERVATION CODE Scale-- pp g Maintain all hardware protective coverings until final with two coats of asphaltic,self-priming plastic cement, EXIST. 1000-106-07-14 As Noted o, Standards as noted. Stainless steel or hot dipped galvanized nails.Provide acceptance trowel or Spray applied to walla if water table Is COMPLIANCE. SHOWER 0 all straps per plans and as required by the butldtng If 4'-0"or less __�..,— 3-I/2"x 9-1/2"LVL _ _ CELLAR Date Bo.c.A.Code,and all other local codes and department.All exterior columns with wood poets shall If 6'-O"or less .. 3-1/2"x II-1/0"or determined ra bm minlmum 2 feet below basement Blab -��--��-��-� Hardware shall be accurately located,securely elevation.Bentonite or 60 ml liquid waterproof set authorities. have galvanized raised post bases and post cape or 5-i/4"x 5-1/2"LVL fashioned and operate smoothly. membrane as mfr. By Anti-Hydro or equal shall be used y galvanized tie downs d required.All main roof If V-0"or less �.�.�__ 5-I/4"x II-1/8"LVL NOTE, I-Ix" L�UgUSt O9, 2021 1 of li Pro Vide continuous poured concrete footing(see plan membere Including hips and valleys Shall have tie downs 1f water table Is higher. Goniractor shall verlFy wafer 3' For size)with Minimum(3)"5 bare and continuous 1-1/2 at plate and ride. If a header Is not Indicated at a bearing condition, table in the field. PROGRAMMABLE THERMOSTATIC G•O• CA. (- 2' G.O. Sheet: Inch x 3-1/2 Inch keyway.Footings shall comply with Inform the Architect before proceeding. Provide continuous damp proofing on all foundation CONTROLS WILL BE USED FOR HYAC G.O. n (N.Y.5.C.)Section R403. Provide zinc coated copper Flashing pans at all walls with approved rigld Insulation cover per(N.Y"S.c.) EQUIPMENT. TO EXIST.SANITARY LINE ® � � � � �I exterior doors and at windows within 12 inches of lower All walls(exterior)shall be braced againet lateral Section R406.1.System to extend to bottom of T — 0 U _ U roof Imes. loads by etructural sheathing,16 ga.Stee1 strapping,or footings Including 45 degree cant.Backflli shall be let In Ix4 corner bracing. clean bankrun or approved equal not until walls are r (] (� properly braced per(N.Y.5.C.)Section R404.1.1. OCT 2 J 2091 . . .-, - _ IUWN OF SUUIlHOLC7 I ZONING INFORM,4TION ZONE: R-40 DESCRIPTION MAX/MIN PERMITTED EXISTING PROPOSED LOT AREA 40,000 sc-ISt. 15049.315 sq.rt. NO CHANGE Q LOT WIDTH 150.0Pt. MIN. 102.00' NO CHANGE E E Q FRONT YARD 35.0' 42'-71/4" 39'-g1/4" 0 0 Q � J � REAR YARD 35.0' 82'-4" NO CHANGE ~ JUSIDE YARD 10.0' 25'--11/4" 16'-0" Z U) U) IMf=ROVED LOT SIDE YARD 10.0' 9'-011211 10'-0" TO ROOF CHANGE 1145 RUTH ROAD 1 � j SIDE YARD AGG. 25.0' 34'-13/4" 25'-01/ 1' _ in. co Y3 COO 2 ,1 LOT COVERAGE 20% 3,169.88 scist. 2,161 50.FT. 3,167 SQ.FT. ° •0 . �� BUILDING HT. 21i2 STORIES -- 35ft 23.5' 21.�3' Q' Q) 0 0---_ -- — .. _ _ _ ICIO LOT COVERAGE/ BUILDING AREA: 0 0 s'DIA • 4224 OF/I'SECTION 3"•25' L U .d '�i�� .. .., 00EF FICINTS: ROOF: 10 IMPERVIOUS: 10 LANDSCAPE:03 �""�' "' �•.�..� iiiim iii RESIDENCE 209g @ EXIST. -� FRONT PORCH 65 ,4 IN PROPANE REAR DECK 466 NEW ROOF DRAINAGE DRYWELL EFFECTIVE DRAINAGE \ A/C A/C ' '--- POOL 536 AREA(e.0 REQ'D lc.0 NUMBER TN F °' o M � -i 3,167 SOFT. DEPTH l t.) PROVIDED CID o � \ 44'-7 - 410 102.5 DW-1 4 168.96 c.f. o \\\ o co 00 co Z61 . 1 c\2 CID �f^ NOTES:I `1C � 1. ALL DRAINAGE STRUCTURES SHALL BE PRECAST WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S), AND SHALL CONFORM TO NASSAU COUNTY AND/OR VILLAGE STANDARDS. t 2. ALL STORM DRAINAGE PIPING TO BE 6" HIGH DENSITY POLYETHYLENE PIPE (HDPE) 0 1.0% MINIMUM SLOPE AND 5% MAXIMUM SLOPE I UNLESS OTHERWISE NOTED. ALL ROOF DRAIN PIPING TO BE 6"0 CORRUGATED POLYETHYLENE PIPE (CPP) 0 1.0% MINIMUM SLOPE. 3. 12" ADS BASIN - GRATE/COVER FOR ALL DRAIN BASINS SHALL BE 12" ADS NYLOPLAST DUCTILE IRON GRATE WITH CAST IRON FRAME, cl AND LOCKING DEVICE (OR APPROVED EQUAL) CAPABLE OF H-20 LOADING. - -p I EXIST. 4• CONCRETE STORM DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST (631) 286 - 0240, OR APPROVED EQUAL r PLANTER ' 5. ALL INLETS AND GRATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H-20 LOAD RATING REQUIREMENTS. O SANITARY SYSTEM DESIGN FOR -1 BEDROOM RESIDENCE �-I [ 4 � 2,000 GAL. SEPTIC TANK REQUIRED "" � 22-14" MINIMUM LIQUID SURFACE AREA OF 61 SQ.FT. +' -- - EXIST. POOL U a� \Q (536 sQFr.) USE lm' 0 SEPTIC TANK WITH A LIQUID DEPTH OF 4' = 2,000 GAL. � U 82'-411 CIO Q) LIQUID SURFACE AREA = 68.4 SOFT. C.I.FRAME w/SOLID .4-) O +-) U 2m'11�" EXIST. LOCKING COVER ATGRADE p-' p _ `\\Y0 POOL PATIO I -1 BEDROOMS = 4-15 S.F. LEACHING AREA FINISHED GRADE -� � Q) O � � 0 N (L 0 -!� - p OVER SAND BASE i +' O w cD \1 � q USING 0'41 LEACHING POOLS = 41r5 / 25.1 SF = 18.92 V.F. REQ'D z p ' p p \-A 0 Q) _ REMOVE EXIST. 3 (1) EXISTING 8' DEEP � O 1 -� _0 _� _� DECK \� LEACHING + w (1) PROPOSED 12' DEEP Z z - O � �'' O O I D N (4ro1 SOFT.) \� POOL N = 30" PRECAST R.C. "�_ O O uJ m \\\ _ X 20 V.F. LEACHING POOLS PROPOSED = 502 SF. LEACHING AREA TOP SLAB �" ',� O w U MASONRY (� 0 w Q - _ O DRIVEWAY 0 I 0 SEPTIC �\�� 1 I Q Q MINIMUM SLOPE o �FT zD_6 O Q - (� -J WITH TIGHT"JO NT _ O � `� w I UJ 0 CLEAN OUT \ / . O Q FINISH GRADE ,,,,, a O PUBLIC PUBLIC ``9,' +' "-" • ---- �t1ATER------- ------WATER- ---= 0 Q ��\� -- )x jY 1 `;: - 'J U) G v I. O --� W 1 _ -I CONCRETE,`, a0 •� N b Z Q BRICK UP COVER BELOW 1' MN iv °� '� `X O U) - , AS REQ'D GRADE 2' MAX N 4" CAST IRON PIPE O O 4" DIA. PIPE MIN. I r w p r WITH TIGHT JOINTS -�-) r NE 2000 � -1 TIGHT JOINTS i 12" � mL 12" 0 1/8 " PER FT. � � � ) � O � MIN. SLOPE 1/8" FT. MINIMUM `'- X G SEPTIC N '� O 4 I I \� TANK �/ I- �-- 8" CONCRETE TOP ouT O a� 5'-43" - FOR DI TRIBUTION POOL a 6'-0" 3'-2" a RS 0 zip (10'MIN.) O EXIST. i L1✓ -5� '� O p S 0x 8 DEEP 3'-0" 3'-0" LEACHING i MIN. MIN. i a `D � S O -I-�' N II I� 1, EXIST. PATIO O 1 �- I p � U) Y) '� U aI 41 N 2m 82 ro'-lm" OVER SAND BASE ��\ (W� //� ��\ POOL I 2,000 GALLON CAPACITY e—I (� ) —'1` I _ W 11 SECTION A-A \\ \� /� _ - JZ o00000000 1 � �� i Q_ ��YYY I \\ __� !�1 �__� 0000®0000 F a aZ Q00000000 w_ on0000000 _ ! !, 000O��Doo w 1/2 TO 2/3 PROPOSED 1-/z \\ � lD � , � 1i or�000000o FtED,q \\ GROUND WATER VOLUME ' STORY ARITI9N \\ tD - 1 -4" 4'--1 3'-0" MIN. 39'-91' _ PROPOSED 1 8'0 WATER I A -- - - ...s TEST — — — i 8'Ox 12'DEEP BACKFIRE UNDER AND AROUND AIMING 4 A �N R•q /� n % \ WITH GRANULAR MATERIAL CONTAINING 6' PENETRATION INTO ACCEPTABLE v1 32'-51" I �0- POLE �/ �-� � LEACHING LESS THEN 15% FINE SAND, SILT & CLAY. LEACHING MATERIAL POOL (SILT & CLAY FRACTION NOT TO 1' SEE SOIL BORING FOR DEPTH TO EXCEED 57) ACCEPTABLE LEACHING MATERIAL i w _... c j� ✓>`\ H J H * (D z 2 P OPOSED 510% _� ��`-�� ;', Qj • RING DEPTH MAY BE GREATER %' / ¢ p II I 1 1 EX ANSION P L THAN EFFECTIVE DEPTH m U} \,4 DEEP r \ - W__....._.. ... _.._. \ It is a vlolatio o t�,e v,QQrdgy �rso � ctmg under the dlrec n t �r(¢s�+��c®, alter f A` 0 g`SFA f an architect I5an item in naltered,to er nl �vrch he sshalllaff x to LEACHING POOL Z �C T his item the seal and the nota Ion altered by'followed QN/r by his signature and the date of such alteration,and a NOT TO SCALE specific description of the alteration. 1 I CAST IRON FRAME AND COVER TO GRADE 1 2 O 3-4 I 0 0 I ( � (TIGHT FITTING TO PREVENT V D.PIPELINE SEPTIC TANK V FINAL GRADE SURFACE WATER ENTRANCE) TIGHT JOINT ^T YIN.SLOPE 1/6"/FT. `V IMPROVED LOT 12"MAX. �( BAFFLE U '- 1345 RUTH R NOT TO SCALE ROAD R.S. ONLY (D J d) 2 ET.MIN. � OD NOTE: 3"PRECAST CONCRETE NOTE:ALL OUTLETS NO WATEfR SUPPLY WELLS LOOTED 6"POURED-IN-PLACE AT SAYE ELEVATION WITH(N 150 FEET OF SUBJECT PROPERTY TIGHT JOINT � U) MIN,SLOPE 1/8".FT• INVERT. li ri ELEV. 6"RUN• INVERT W U SCALE 1 = Im -0 ELEV. C) ^I DISTRIBUTION BOX DISTRIBUTION BOX rrz MAJOR DIVISIONS sue" TYPICAL NAMES U McDonald GeoServices SCALE: NTS OPEN R TO PLAN FOR < OR SOLD COVER Mixed Sand and loam FRAME AND GRATE BRICKED TO Q 2 3' a POTS 1258 Southold,NTY 11971 631.765.3677 --------- 1' 1- i RADE BY"CONTRACTOR IN REINFORCED CONCRETE Q Q O FIELD ALLOW 4 MIN. 12 MA OVER SLAB - T FFIC nicdg; o@grria11.corn FOR A[bJUSTMENT� C.I. FRAME & GRATE �p H-20 RATED Q GIN WELL-GRADED GRAVELS,GRAVEL-SMD MIXTURES, RIM ELEV, 8 r THICK/#5 AT � E.W. 6 UTT'LEORNOFINES. ._............._....._........._........n._..........,............................_..:,._ ........... ..............._... ......,..... ... - �k 12i' MIN. Brown Silty sand SM TOP OF RING ELEV. SEE PLAN FOR FRAME AND COVER TYPE a u� Z "lest. Hole Data Sheet r HDPE INLET PIPE 2' MAX. d1= POORLY GRADED GRAVELS OR GRAVEL-SAND MIXTURES, ", FOR SIZE AND INVERT ,•� _ _ < }! ( — I TOP ELEV. N a G�, LITTLE OR NO FINES - _ $' ! ,` f / 1� SEE PLAN) _ I € �j. /./ /.i..l';, �I` i I 4" RECAST CONC. Lu Name: 1245 Ruth /' i al O w y S GI SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURES. Brown sandy clay CL i ./ '% ''j j n ` INV EL __ !`1 _��-_-� �2' / STORM DRAIN /� � -- w U ' ` !€! I u9►- F '+ CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURES. Surveyor: GEOTEXTILE [BR4% Z G(30 Pate brown fine sand SP / / i-Na"O GALV. RAIL TOP d BOT ProectTitie: , / EDSANDS GRAVELLY SANDS LltftEORNO Location: Mattituck 16' wELL-GRAD ®®®®®® I N '1 245 RUTH ROAD U.�+ �� S11N FINES. � ! - - --- I = CY 5 °a L Tax Map Number: 1000-106-7-14 = 2-3/a"-P GAL V, POSTS Lu v d" a POORLY GRADED SANDS OR GRAVELLY SANDS.LITTLE OR Q �+ ! Uw w o rd SF NO FINES ° L�po_ 1 w X a Project Description: Res _ b UJ R I CHAIN LINK FENCE W1 GREEN ®®®®®® - - -- 5 w 2 y 0�W � SILTY SANDS,SAND-SILT MIXTURES. Sh�1 Brown clayey sand SC VINYL FILTER - _ $ a Date: 10/11121 1 w Drawing Tide: IOU) CLAYEY 8AN03,SMID CIAY MIXTURES. ®®®®® - - _ � I N SITE PLAN W ' H'" BOTTOM OF BASE TO BE SECURED 111 ;� RINtG E SEPTIC SYSTEM �- INORGANIC SILTS AND VERY FINE SA1fp4r ROCK PLOUR,SILTY OR \ \ j AS NOTED ON F'L 4 ":.'f co N SANDBAGS OR CMU BLOCKS I;; ;.',>;; ::Y "' �I MINIMUM TO t 6' MIN. PENETRATION ; GROUND WATER M I. CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLOW PLASTICITY r,r,xAi ., O g `° y U INoROANN:CLAYS or Law To MEDIUM PLAare"GRAVELLY CLAYS, _ ___ } 37r INTO ACCEPTABLE LEACHING MATERIAL EiACKFILL UNDER AND AROUND DRYWELL R C1. SANDY CLAYS.SILTY CLAYS.LEAN CLAYS ;� ' WITH- , LESS THAN 5% FIINE�SAND,OSI SILT Project 1 tale. V1 — , 1000-106-07-14 As Noted ro ed 5 CLAY. (SILT & CLAY FRACTION NOT TO �j N 0 W O`- ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW 'k ;., /i / ;j; ., i; i," ) Date: N PLASTICITY. Pale brown One sand SP 's, ., /,, ,l' \?� EXCEED 5% ' y T/ iy A`l>��,/,, y Sheet N: �A VIRGIN STRATA %: V;. October 15, 2021 2 of 12 } Z M H SANDY OR SILTY SOS ELASTIC OR OMACEou3 FINE 4S' T�M�t,./I`�•/�R~I ��N�TRUCTf�1�! �:�� DRYWELL Sheet: w INORGANIC CLAYS OF HIGH PLASTICITY,FAT CU1YS SCALE NTS a_E hiTB C s 10 0 n 6GA Fm ,� f-� : J Q ORGANIC CLAYS OF MEDIUM TO NIGH PLASTICITY, Comments: No water encountered Z oc as --1 �� ORGANIC SILTS. 0 i -f'-Im" -1'-1011 ----------- -- ------------- -- --------- � � � � � �� m POST PO EXIST. (2) 2.10 GIRDER POST POST o ENDS ENDS ENDS ENDS O n o a 1 N ro NOTE: �q STAIR TREAD AND RISERS TO p CONFORM TO 2020 NYSRC R311.1.5 Q i RAILING NOTE: C\2 HANDRAILS 4 GUARDS TO BE CD _ U I - MINII"1UM36" ABOVE NOSING OF TREADS J +R I I ctl INTERMEDIATE RAILS SHAL RESTRICT p \\ = I PASSAGE OF 4" SPHERE (AS PER 2020 w r_0 100 NYSRC SECTION: R-311.1.8 6 I 1_ — I Q Z — — — — — — — — X @ I N „ I EXIST. (2) 2x10 GIRDER L—J — � XIST.(2: 2 Ix m G,IRDER _ EXIST. (2) 2xIO GIRDER 9 RISERS 0 1.22" 10" TREAD �D Ib I z O 4'-O" 0 rn r-- - - - - - - - - - - - - - - - - - - - 00 O 9d Ir. cl� CIO w 01 I F— — — — — — — — — — — — — — — — — 14 TJI a 511 O.G. I U EXIstING U GARAGE I I I I I U mmm ® - - - � I I I I C ANCHOR 4 BOND NEW FND. 'Z I - - - - - - - - - - - - - - - - J L - - - - - - - - - -� �TOEXTG. WALLW/ "5 -� O U _B II EXTG. WS NON 5 RINK GROUT I � cd O X a 12" O.G. (T.O.FOOTING TO !'' 0 MATCH EXTG. T.O. FOOTING) I I N 0 — EXISTING N c� z MECHANICAL I ( I I +) Q I +aam I I I I 00 ti-DROPPED (2)2x8" L.B. LAG BOLTED TO WALL W/ Net"ro LAG 4 + BOLTS 12" O.C. EMBED ( I 00 O XT UP r� x "- w I N .,, Z N -i- I 14" TJ 156 m F.J. E>° S I O N X �a z I m I J 0 I a 16" O.G. I Q I EXISTINGPOST �, IDO CELLAR - 0 ENDS I I I LO > �- O N X POST ? CELLAR SLAB cn U 0 0 00 I w mmm ENDS `n w 4" POURED CONCRETE SLAB (3,500 PSI) tillU I REINFORCED W/ 6x6 'm/m W.W.M. P087 I Ua Tj U Z$ X z 0 I OVER 6 MIL POLYETHLEENE VAPOR BARRIER EN95 I �N N N�I OVER 12" COMPACTED GRAVEL BASE w 0 EXIST. (3) 2xl(0" GIRDER EXIST. (3)2XI0' GIRDER EXISt. (3)2xV0' GIRDER I TYPICAL FOUNDATION FOOTING PO T 12" DEEP Px 12PmuW W/D(2) *5 REBAR CONT. AND CONCRETE FOOTINGS EN1 S Q I "5 REBAR CROSS TIES a 12" O.C. a BOTTOM I I 5,gn.5eal: TYP. OF ALL UNLESS NOTE: or;, BAR a 5" O.C. DO OTHERWISE NOTED EXISTING LED INTO B � L AOVE I I BRED ARC _ y @ BA TOROOM I TYPICAL FOUNDATION WALL I C q ij 10"W CONC.FOUNDATION R n z I I W/ "5 BARS 24" O.G. vERT. I I co "5 BARS a 10" O.G. HORIZ. INSIDE FACE c� 4 S 9 24" DOWELS INTO FOOTING �q ' 7// * _ * I EXISTING (D > I CLOSET t DROPPED (2) 2x8" L.B. LAG X II BOLTED TO WALL W/ s/a"0 LAG 1 BOLTS 12 O.G. 6" EMBED I under It 15 a thwoe dire lati .p 1 bST I I 6 � chi to alter i� isat f/t�h,�irxe��e�r ct, 14" TJI 560 F.J. an,tern in any way. �{i e n e seal of an I architect is altered,the a architect shall affix to '1 Ira" O.G. his item the seal and the notation"altered by'followed — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J I by his signature and the date of such alteration,and a POST POST Specific description of the alteration. EXISTING ANCHOR 4 BOND NEW FND. I END5 ENDS I UNEXCAVATED TO EXTG. WALL PORTICO ABOVE REBARS, 15" LONG, to" INTO - - - - - - - - - - - - - - - - - - - - - - - �� EXTG. W/NON SHRINK GROUT 67 12" O.G. (T.O.FOOTING TO MATCH EXTG. T.O. FOOTING) N Vr � ------------------------- --I N j OD W N vJ � V � LLA� �f=LA rr~D� v! � I. 11 NEW WALLS SCALE 1/4" 11-0" UJ U J EXISTING WALLS TO REMAIN 2 0 1 2 4 E ___] EXISTING WALLS TO BE REMOVED BEARING WALL BELOW Z EXT. OPENING WINDOW HDR SCHEDULE �=j`'_Z j� BLOCK SOLID UNDER BEARING WALL < CLEAR SPAN HEADER SIZE ® POST U UP TO 4'-0" 3-V' x S-Y2" L.V.L ® POST ENDS LL UP TO 6'-0" 3-)�" x II-Ye" L.V.L OR 5-Y4"x 9-h" L.VL Q N ENGINEERED LUMBER UP TO W-0" 5-Y4" x 11-1V L.VL DIMENSIONAL LUMBER 'Q NOTE: USE THIS TABLE IF HDR NOT NOTED —-—-—-— ENGINEERED JOIST —-—-—-— STEEL BEAM E _ LUMBER Z SPACING IR NOTE: BATHROOM RECEPTACLE NOTE: NOTE: COUNTERTOP RECEPTACLE NOTE: NOTE: Project Title: ALL DIMENSION 8 WINDOW OPENING TO BE VERFIED W/ NOTE: BATHROOM RECEPTACLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE. IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3901.6 INTERCONNECTED, AS PER 2(02(0 NYSRC R313 4 R314. AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1245 RUTH ROAD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E39(01.4.) THRU E39,a1.4.5 NOTE: NOTE: NOTE: NOTE: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM NOTE: WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS Drawing Title: INSULATE ALL PLUMBING SUPPLY LINES PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR ALL NEW INTERIOR � EXTERIOR WALLS TO BE 2x6 CONST, OCCURRING N ATTIC TO BE INSULATED WITH R-S DUCT WRAP. EXT. OPENING 4 WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.y AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC " AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE CLEAR SPAN HEADER SIZE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING CELLAR PLAN SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS NOTE: UP To 4'-0" 3 y"x 914"L.v1 PER 2020 NYSRC SECTIONS R602 'a R302.11 NOTE: PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR PER 2(02(0 NYSRC R312.2 UP TO 6'-m" 3 Y"x II-Ye"L.V.L OR 5 Y"x 9-V LYL ALL HABITABLE ROOMS TO COMPLY WITH R303 WALLS. NOTE: UP TO V-0" 5 Y"x 11-Y"L.V.L NOTE:USE THIS TABLE IF HDR NOT NOTED SEE LIGHT AND VENT CALLS FOR THE ROOMS SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS NOTE: Project a: Scale: AND CEILINGS. PER NYSRC. SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted NOTE: LINTEL SCHEDULE. (EXCEPT WHERE NOTED) MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION R308 Date: 5heet8: NOTE: INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING August 09, 2021 s of 12 CLEAR SPAN STEEL ANGLE SIZE ALL NEW INTERIOR AND EXTERIOR STAIRWAY SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 NOTE: W/ ALL STATE RECEPTACLES IF REQUIRED UP TO 4'-0" 3 V x 3 Y"x�" 5heet: STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL TRIANGULAR OPENING FORMED BY RISER TREAD 4 GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2(02(0 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO UP To T-0" 4-0"x 3 Y"x�6 NOTE: MOUNTED FIX 7 URES W/ 3-WAY SWITCHES AT TOP AND BOTTOM II UP TO 8'-0" 5-0"x 3 V x�� A— 1 0 0 BOT, RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-38 ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO UP To IO'-m" 4-0"x 3 Y"x 8 INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM OF STAIRS AS PER 2a2,a NYSRC SECTION R-3(03.1, R-303.8 6" SPHERE OF TREADS AND COMPLY WITH 2020 NYSRC R-311.0.3 ROUGH-IN, NOTE:USE THIS TABLE F HDR NOT NOTED EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR l r�1�t N !h ll t -0" 5'-104" _ _ Q) _ ! dllY = UD (2) Ln o "- m �o 23'-10" 0 3'-22, N bz pCQ f� I \ 0 0, 14 ( CID o REPLACE I ( co cc EXIST. WINDOW a I l FIELD VERIFY SI E 1 z° - CQ ----------------LMGITT m31 ------- TEFL.CAL.- _ EXIST. DECK w 4 NEW ROOF ABOVE I EGRESS I 0 TW3046 6'-8 N.H. I - } = 22'.0n 11' p (2) 2x 0" HDR 2xV' HDR R 6' 9 6' 9" 2x1 ' HDR4 34 0 EXISTING I L——————————————--- FIXED ACTIVE O BATHROOM I d - _ --- c� cCS (2)2xIO" W2442 POST FW s 6©68 POST7W2442 ea 1 100 I l'-0" H.H. THRU 1'-0" H.H. THRU H.H. +�EXISTING TEMP.CsL r-) U BEDROOM I _ 14" TJI 5G 0 F.J. S� - I 100 1 SHOWER U TEMPERED PROVIDE 100 GPM O ) AREA: M SF. LIGHT 8%: 15.36 fa£Q'D I `�� VENT 4%: 1,11 WQ'D I REMOVE EXIST = SLAS EXHAUST FAN VENT W/ (Y •r1 �SD I (2) 2x10" HDR AXW41 IN ILL XIST. BATHROOM 4[Ll s U O � RICxID DUCT TO i 118" H H POST EXTERIOR O $-+ 1) O NEW SLIDER WI D W THRU -i�t CABANA -1� w @ t F 6068 ® `- i- - = 103 c� � O � co O °a - 6'-8 H.N. C'_9" t......... i © �- O p Lij 1 ] a REMOVE EX15T --------�—��-- --- e SUNROOM AND L.a -�11 m atH ooM 1 - �, p ---- -- , 104 FOUNDATION _ ~ - - - U ti�1 EXIST. STAIR UP = NEW BUILT IN 5 _g --- I —lv ADDITION O KITCHEN I WASHER / w O �� Z p DRYER EXISTING C 105 10'-0" -- L m CLOSET �-10) ,-------r----- �� ---- ------- — � U I~ O X M/W OVENI ' COS T IBEL -WI I BELOW II D U I I ! �� DRYER ONT --- POST -� N 4-) N I I-------L----JIB--- ----- i " EXTERIOR �°J . . 4F4 Z� Rj i OO O N UA tL -J _A. - DIN �B ml�t w u - -------------------------- L- d _ POST +> old) 3 O 0 REPLACE EXIST. 6� 0� ?� O OOFS WITH NEW 1 J POST � ¢ O N ENDS m O O O rd () ILI _0 EX16TING BEDROOM / OFFICE X Q 0 100 LU EXIST. EXISTING �fff �SD ®CO L_.I © 7 \ LIVING ROOM - 1111POST _ 1❑ = 70 KENDS - - - 5ign<5eal: 100 �t 61 61 - - 2 DINING ROOM........................................ ......................,. ...... .\........................................................, .................................... . .... . .............................................. ............................... .................................................................. 0 0................ ...................... 106 `9 ;'" `� F MIL'1' R OM N ,� FLED Rc A ' 1u u ; 102 �5 E R. E4 *EMOVE EXIST UNRODM I 0 QP -AND FOUNDATION FOR NEW CO tr ADDITION / I 0= = It 15 a violabo�f t Q ^51 ers� �ess acting (2) TW3046 (2) TW3046 r (2)TW3046 _ F E- 17- under _ _ " U L an item inanrewa I' r he seal of an ter EGRESS 6'-8" H.H. 6'-8" H.H. 6'-8 H.H. POST ► x y y A. 14" TJI 5�0 F.J. r = architect 15 altered,the altering architect shall affix to I"" —IN his item the seal and the notation"altered by'followed 'LIGHT PRV'D:20.6z SF(2)2x10" HDR -EXIST. H R TO REMAIN, ;-' _ l�o" D.G. VENT PRv'p: 13.18 _- _,__ _,._._-_- -� by his signature and the date of such alteration,and a CIA TW2446 - P4546 - TW2446 specific description of the alteration. EXIST. f�EMOvE EXIST. "V-O" H.H. (2) 111/4" LVL HDR B Y WINDOW @ BAY WINDOW ro'-34" 14'-4 " g'-6" 15'-6"� `�- C 0 FORTLIGO AT NEW ` -10 ENDS I ENDS 11'-01, TALLER EAVE HEIGHT I N � 22'-0" .- N W 8" NEW 8" U (� ROUND ROUND COLUMN COLUMN _j d) NEW WALLS SCALE 1/4" 1'-0" Uj O EXISTING WALLS TO REMAIN � J 2 sa 1 2 4 Q EXISTING WALLS TO BE REMOVED C� BEARING WALL BELOW �Z (J EXT. OPENING 4 WINDOW HDR SCHEDULE E -L j1'j� BLOCK SOLID UNDER BEARING WALL � CLEAR SPAN HEADER SIZE ® POST UP TO 4'-0" 3-Y2" x 9-V' L.V.L ® POST ENDS UP TO 6'-0" 3y" x 11-Ya" L.V.L OR 5-Y4" x 9y" L. ENGINEERED LUMBER N UP TO W-0" 5-Y4" x Il-Ya" L.V.L DIMENSIONAL LUMBER d NOTE: USE THIS TABLE IF HDR NOT NOTED -- -—-— ENGINEERED JOIST ------- STEEL BEAM oc:�gi E LUMBER z SPACING NOTE: BATHROOM RECEPTACLE NOTE: NOTE: NOTE: COUNTERTOP RECEPTACLE NOTE: NOTE: Project Title; ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE. IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3901.6 INTERCONNECTED, AS PER 2020 NYSRG R313 4 R314. AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1245 RUTH ROAD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901.4.5 NOTE: NOTE: NOTE: NOTE: NOTE: WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS Drawing Title: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. OCCURRINS IN ATTIC; INSULATE ALL PLUMBING SUPPLY PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR EXT. OPENING 8 WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.Y11 FIRST FLOOR C TO BE INSULATED WITH R-8 DUCT WRAP. AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS CLEAR SPAN HEADER SIZE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING PLAN NOTE: UP TO 4'-0" 3 Y2"x 9y"L.V.L PER 2020 NYSRG SECTIONS R.602 a R302.11 NOTE: PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR PER 2020 NYSRG R312.2 UP TO W-10" 3y"x 11-Ye"L.V.L OR 5 Y"x S-V L.V.L UP TO 8'-0" 5 Y"x II-Ya"LYL ALL HABITABLE ROOMS TO COMPLY WITH R303 WALLS. NOTE: NOTE:USE THIS TABLE IF HDR NOT NOTED SEE LIGHT AND VENT CALCS FOR THE ROOMS SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS NOTE: Project III: 5cale: AND CEILINGS. PER NYSRC. SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted NOTE: LINTEL SCHEDULE: (EXCEPT WHERE NOTED) MANUFACT. COMPLIANCE Wl 2020 NYSRC SECTION R308 Date: 5heetX: NOTE: INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING CLEAR SPAN STEEL AWGLE SIZE August 09, 2021 4 of 12 ALL NEW INTERIOR AND EXTERIOR STAIRWAY SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 NOTE: W/ ALL STATE RECEPTACLES IF REQUIRED UP TO 4'-0" 3y"x 3 y"x Sheet: STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL TRIANGULAR OPENING FORMED BY RISER TREAD 4 GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2O20 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO UP TOT-0" 4-0"x 3y"x% NOTE: MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM BOT. RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO UP TO 8'-0" 5-0"x 3y"x% A _ 1 0 1 OF STAIRS AS PER 2020 NYSRC SECTION R-303.1, R-303.8 UP TO 10'-01, 4-0"x 3y"x Y8 INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM 6" SPHERE OF TREADS AND COMPLY WITH 2O20 NY51RC R-311.8.3 ROUGH-IN. NOTE:USE THIS TABLE IF HDR NOT NOTED EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR i I 0 I 2x12"I R.R. I a 16°I O.C. I � o N ca 2x12" R. . I I N I p I I I 4:12 4:12 QQ I ROOF ROOF i I� �I @moo I > I I � \\ LIGHT PRV'D: 10.31 5F LIGHT 'D 1031 SF LIGHT FWD:1031 SF I 2x8" G.T. J I � W VENT FRVD: 6B9 5F VENT PRV' 6B9 5FVENT FWD: 6B9 SF a 161, O.G. I 6 .- cat EGRESS EGRESS EGRESS &HOUJER I ABOVE DECK - 2x12"iR.R. Z TW3(046 TW3046 TW304ro I 'a 16"I O.C. 1'-(0" H.H. 1'-0" H.H. I,-0" HH MPERED GLASS PROVIDE 100 CFM EXHAUST FIAN VENT I NEUJ W/ RIGID rJUCT TO I BATHROOM I E 2xERIORR -01 II'-r0I O 2mm I6" O.F. I LIGHT PRVD:20b2 5F POST U 16'-32" I 4:12 4:12 POST VENT PRv'D: 13.18 F ENDS POST 1- O O0 'b I / ROOF ROOF I /4�_ t� �. O H- 7EXISTING I` EGRESS (2) lII/a" LVL HDR (LS (�BEDROOM ® 2x8 G.T. I n' 6 (2) 304(o�'-0" N.H.EPDM '°� 16 O.G. 1 4: _ = n 200CRICKET I B.O. G.T. l0'-6' I ROOF c0 �4 -10 16 -ABOVE DECKAREA: 189 S.F. I I I I cv — —1CV Q) LIGHT M 15.12 REQ'D 3'-1'" il'-6—" 1 _J VENT'1.56 REQ'D 2 ICA I PROVIDE iC�� G M CLOSET I w CLOSET I EXTEN tW24310 EXHAUST FAN VENT 2x1(I G.J. Q r-+ I-, O -� ' I I EXIST. �'-(0" N.H. W/ RIGID DUCT T � 16" O.G. � O '� C� cn TEMP.GL. EXTERIOR (L U 7j (2)2x " HD (2)2xS" HDR I CHIMNEY (2) 2x " HDR - Post 9'-m CEILING E X III T. EGRESS 9'-(0" PLATE TW24310 9'- PLATE . . , BEDROOM O C TW3(046 1'-0" H.H. (\� SHELF 203 � � G p � FC= EXIST. ®® �'-0" H.H. • LIGHT 8%: '1424 REQ'D Q) c� " " O O L4 2(D'-5ii n VENT 4%: 1.12REQ'D = ^ ri O O U DO EXIST. m SD -�' �, O w U NEW N uQHLO EXISTING + a - N ~ `~ Q_ BATHROOM X BATHROOM O W�>u1 200 to CLOSET T �Q 204 ; 0 O tz0 +� IY—pI Ij J Ww ® SD EXIST. XIS STAIR C� � �+ O EXIST. EXIST. NEN DOWN - NEW 06 U O 06 -ro 7'-74" _� N .� (� STEPS �q -1� ©� �a m G OS T CLOSET U UP rx @ c� @ cv @ v1 j O CO Y) Q N W CLOSET E ST RECREATIONAL MN _ POST ly EXIST 1 ROOM - \ �4 Q O Q) f j LU_ 2(IJl -uv POT r POSt � O O O U2 Wju END -- - -------- -- ------ --- ------ U CIO _ 57 ----____-- S'-m" CEILING ® / I6" O.G. POST N ---------------------- EXIST. --------------------- ------ POST ----� BEDROOM r ---------- ---- 9 5 n 4 5eal: FLUE / I AREA: 246 SF. \ -———————— ———————————— -------------- / VEIGHNT S,3468 REQ'D ��EREDgR --------------- I VENT 4%: 9B4 REQ'D I 7'-m" CEILING -- ----------/ Iz i 15i-ro" iz q� �•� EXISTING m SD ----------- E R. BEDROOM LOUD CEILING LOW CEILINCx / I� I 2x6" C.T. 1=� 2(00 ; II I 6 1 LOUD CEILING U I6 O.G. lu AREA: 249 SF. ;/ i= i a " 1 �' LIGHT a%: 996 REQ'P I I 9'-0 A.F.F. i mac_ �SD Ir it \ T \ 0 G, nn TW3m46 � TW304ro / I I ( \ It is a wolatil C4 4 r� 1 �r4�ss acting N.H. 6'-8' H.H. / I I ( \ EGRESS EGRESS I'-f0" KNEE WALL 1'-0" KNEE WALL / I I I \ c®l�b 0prch ct,toalter I under the direc an item in any way.lfapte fi an a Seal of an — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I architect 15 altered,the altering architect shall affix to LIGHT PRV'D: 1031 SF LIGHT PRV'D: 10.31 SF � I I � his item the seal and the notation"altered by'followed VENT FRVD: 6.89 5F VENT PRV'D: 6.89 SF / I TW3046 I by his signature and the date of such alteration,and a POSTS'_11" H.H. specific description of the alteration. P ST ENDS EGRESS P T (2) 2x12" HDR PORTICO PORTICO LIGHT FRVD: 1031 5F Lj ROOF BELOW ROOF BELOW VENT FWD: 6B9 SF N d 00 rn N vzr- � ��I NEW WALLS SCALE : 1/411 1'-0" 0 �it O EXISTING WALLS TO REMAIN 2 1 2 4 Q J d ..........................: EXISTING WALLS TO BE REMOVED BEARING WALL BELOW l� @ V EXT. OPENING 4 WINDOW HDR SCHEDULE j 1 j L� BLOCK SOLID UNDER BEARING WALL (0 ® POST < U CLEAR SPAN HEADER SIZE `� UP TO W-m" 3-Y2" x S-Y2" L.V.L ® POST ENDS a UP TO li 3-Y" x II-Ya" L.VL OR 5-Y4"x S-V' L. ENGINEERED LUMBER N UP TO 8'-0" 5-Ya" x II-Ya" L.V.L DIMENSIONAL LUMBER ✓f' Q NOTE: USE THIS TABLE IF HDR NOT NOTED __ -_- ENGINEERED JOIST \l ------- STEEL BEAM _ LUMBER E SPACING IE NOTE: BATHROOM RECEPTACLE NOTE: NOTE: NOTE: COUNTERTOP RECEPTACLE NOTE: NOTE: Project Title: ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ BATHROOM RECEPTACLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE. IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3901.6 INTERCONNECTED, AS PER 2020 NYSRC R313 4 R314. AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1245 RUTH ROAD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901.4.5 NOTE: NOTE: NOTE: INSULATE ALL PLUMBING SUPPLY LINES NOTE: NOTE: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CC�NST. Draw.ng Title: OCCURRING IN ATTIC TO BE INSULATED WITH R-8 DUCT WRAP. AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR EXT. OPENING 4 WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN. /2 SECOND FLOOR AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE CLEAR SPAN HEADER SIZE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING PLAN NOTE: SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS UP TO 4'-0 3y"x 9V LYL PER 2020 NYSRC SECTIONS R.602 rat R302.11 NOTE: PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR PER 2020 NYSRC R312.2 UP TO 6'-0" 3 Y"x 11-Ye"LYL OR 5 Y"x"I LYL ALL HABITAELE ROOMS TO COMPLY WITH R303 WALLS. NOTE: UP TO a'-0" 5 Y4"x II-Ye"L.V1 NOTE:USE THIS TABLE IF HDR NOT NOTED SEE LIGHT AND VENT CALCS FOR THE ROOMS SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS NOTE: Project X: Scale: AND CEILINGS. PER NYSRC. SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted NOTE: LINTEL SCHEDULE: (EXCEPT WHERE NOTED) MANUFACT. COMPLIANCE Wl 2020 NYSRC SECTION R308 Date: 5heet k: NOTE: INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING August 09, 2021 5 of 12 ALL NEW INTERIOR AND EXTERIOR STAIRWAY II CLEAR SPAN STEEL ANGLE SIZE g SHALL RESTRICT PASSAGE OF A 4 SPHERE 4 NOTE: W/ ALL STATE RECEPTACLES IF REQUIRED UP TO 4'-0" 3 J�"x 3 V x We 5heet: STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL TRIANGULAR OPENING FORMED BY RISER TREAD 4 GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2O20 BY STATE AND LOCAL COPES, ELECTRICAL CONTRACTOR TO UP TO 11-0" a-m"x 3 S4"x� NOTE:MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM BOT. RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO UP TO V-0" 5.011 x 3 Y"x% I /� _ o OF STAIRS AS PER 2020 NYSRC SECTION R-303.1, R-303.8 11 UP TO NOTE 0-0" TABLE I0"x NOT NOTED EXHAUST FAN VENT FANS ATL RIGID BATHS, PROVIDE EXTERIOR 0 CF L� 6 SPHERE OF TREADS AND COMPLY WITH 2O20 NYSRC R-311.8.3 ROUGH-IN. i o U) O a C r-, 4:12 4:12 ROOF ROOF p ,6ELOU) BELOU� @ o'D o p \\ o cc O I — — — — — — — — — — — — — — — — — — — — Z I 22'-O n �i EXIST, R.R. 2 a ]roll O.C. 4:12 4:12 • �ELow ROOF I- - - - - - - - - BELOW - - - - - - - - - - - � o ° � z co NEW 2x12" R.R. "NEW 2x12 R.R. I I N 16 O.C. I U Q ]roll O.C. I jEfDM CRICKET 4:12 I EXIST. R.R. I iELOW I I rJ U a Iro O.C. 2x12" R.R. I - O .1.-) a 1(0" O.C. 2 x 12" R.R. 4--) t— a16OC O z CHIMNEY D EXTEND A 0 D- - - - - - - - - - - - - - - - R - - - - - - - - - - - ll o EXIST R.R. = I � O O ° O - 4-'/"V co co 0 I 0 o I o 2x12 R.R. O II -------------- ------------------ -- ----------- ryr f ------------------------------------ t-, c� rz:� X NEW 2x12" R.R. U U U U 2xl2ll R. O O N U a C.C. � ° S ° � ° - O Iro OCBY -1 0) N c i ` m 2x12 La IOVE�va - - > 0 be NEW 2x12" R.R. ca ca POST x _9 I P T � O O O 'b a ]roll O.C. (l) 16 LvL R.B. (I) ]roll LvL R.B. W ll) ]roll LVL R.B. BELOW u1 (3) 16" LVL U/ (2) IYz' > L PLATES R.B. N @ E OW U —————————————— ————— ——————————————— ————— 21'-1 I Q Q; C\2 Z Q ly I 51gn!Seal: EX16 T.OR.R. U X� y,4<< N 2x12" R.R. _ - I �\5 PE R.,q EXIST, R.R. x - x ^ x �,� �� -1 x ^ `v @ `" @ ` @ P�' 2x12" R.R. I �sr,, N CO a ]roll O.G. =4m -' ]roll O.C. m <17 Z 2x1 I * C� d v 4� ' NEW 2„ R.R. a ]roll O.C. NEW 2x12" R.R. �( ?}a ��l ��`� 'A -w a iro O.C. �J��~ <4rpy I It is a violatic 4 f 51 ryu�ess'acting under the dire c n C&P I rc ct,to alter �0 y an item in any waa y. t�ebe'a e seal of an — — — — — — — — — — — — — — — — — — — — — — — — — — — _ 1� _ _ _ _ _ _ 4� _ — _ — — — — — — — — — — — — architect is altered,the altering architect shall affix to l}bj 2x12" R.R. his item the seal and the notation"altered bV'followed 2x12" R.R. ml�f a ]roll O.G. by his signature and the date of such alteration,and a specific description of the alteration. f[1 a lro" O.C. NEW 2XOiR.R. L - - - - - - - -I NEW 2x8" R.R. Q a 16" O.G. — — — — — — IO$T a ]roll O.C. x BELOW V _j N d) OD rn N V! � z SCALE 1/4" 1'-0" Ld W O ..J 2 0 1 2 4 Q d PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUS VENTING a ALL FLASHING AT ALL VALLEYS ICE 4 WATER 5I-4IELDS ,Z Ua RIDGES 4 SOFFITS AND ROOF BREAKS AT ALL EAVES lJr n 'Q U L 12 Q E oc::E�K Z Project Title: 1245 RUTH ROAD Drawing Title: ROOF FRAMING PLAN Project#: 5cale: 1000-106-07-14 As Noted Date: Sheet#: August 09, 2021 6 of 12 1 Sheet: A103 Y_ 1 �. o N C) F" uNi ro p U •^, a 4:12 4:12 0 EXIST. UI T U ROOF EXIST. BELOW PROOF �OIU% CQ NEW B L P RCD ROOF ROOF CID o m Co I 1 i z CQ Q ' I �i i ;: N I � U 1 F U P I •� UI T U� B L 12:12 1 :12 I B � I j i i ROOF ; O :124:12 OROOF 412 � O 9: 2 ROOF ROOF BELOW EL OW —i ,i--) EPDM ``� NEW I i Ili I CRICKET 4:12 I i 4:12 ' 1 ROOF 4-1 ' BELOW ( ROOF i I I � � 1 l O ( 1 {{ �-•I i i I I I i 1 I , ! ! i O i I 1 ( , r 'I I N MN Y i I. O �-Y I G I E O i f � I EXT N AS i' E D I .I 1 1 j , _... .... i REQUIRED O 1 O ( . r I N c� [ O I � CRICKET i O -F-� r-I 1 4:12 I. , I I I;; � c� I OOF: � N I: I � I I la l T P , B L V; I O: ROOF . I O I : _..........._........., --� U I T U 12 O �+- I „ B ........... �+ 1 I G , ROOF i .....{ i O 9:12 f� r O IME"' U .r, O ! ; NEW NE � 1 1 ... .... 4:12 ... ........ 4:1 4:1 - iI _....._ _ ._ _.. ROOF ROOF 1 -...ROOF U , I i 3 .I is :: i : ii i, 1 O U .......... ................... ................ .. _... .. ......... _,. fCo 1 :? . ... ......... _......_ _... __.__.._... __ i O ........ j _.._ . ............ --.... .... ....,,.. Q a _. .. o 0 i ......................................................... ......... V , N U 1 - NEW i Ca . .. .. I ROOF sign t seal: zQ . Z ...... ... ... .. ..... . ............................................... .. .......... ................... .. ._. ........... ... .. ........ ...... .. .... .... ......... .......................................... ..... .. ............ ED 1 ! _ 111 a �FZ W N I AR NE NF E 1 U X 12:12 12:12 12.12 ti E R i i C� P •q , I I : .... . .. ............. ... .......... , i ' BUI T U 1 BUIL UP — - - _ i !, i J I I ROOF i ROOF I I �IR, Z 1 9: 9:12 {, II i I :. l , , 4 I 3' It is a violat� � 'bt't I an e'T�oO unless acting I N �' ! NEW 1! under the direcelY�c�t tect,to alter ....... �! i an Item m an wa .I r1n the seal of an 12:12 12:12 ROOF I h arc Itect is altered,the altering architect shall affix to ,. his item the seal and the notation"altered by'followed i (` i it _._..__.______._......_.._ ! by h signs alteration, I I ` � � �11 I s ture and the date of such on a I , 1 ( ` 1 s eciflc description of the alteration. ji I is NEW NEW I I. EXIST. EXIST. I 9:12 9:12 ROOF NEW BUILT UP ROOF ROOF ROOF ROOF I N _ Q0 RAISE ROOF e ""� CID � EXISTING PORTICO „� N (�1 z �L AI � SCALE 1/ 11 C 11-011 SU � O 4 2 0 1 2 4 < PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUS Z VENTING e ALL FLAS141NG AT ALL VALLEYS ICE E WATER 5141ELD5 � (I RIDGES 6 SOFFITS AND ROOF BREAKS AT ALL EAVES V 'Q U x Q N d E Z Project Title: 1245 RUTH ROAD Drawing Title: ROOF PLAN Project#: 5cale: 1000-106-07-14 As Noted Date: Sheet#: August 09, 2021 7 of 12 Sheet: A - 1 04 I .��.. T,O. R_OOF - _ - _ _ I DEL = 27.'f3' - - - - - - - - - - - T.O. RIDGE 1 j.! _... J 12 :. ..L...:.I L J .. 1 l.(, . .. 12 EL. = 25.48 1 .1_ fl _,. UD Iw 11 I _...... _ i.....i -..... I -I N : _L i! I i I, ,: ,, , r : - - : i - - - - - u. . . ........_I,........ - . ( ; I r r.._l_- ,:. 1_ I ! r a..T` 1.._,._.!_....r... 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I e 16" O.C. r' ) �1 TYPICAL ROOF CONSTRUCTION: `• -/ � ".¢ I -ARCHITECTURAL ASPHALT ROOF SHINGLES -PROVIDE RIDGE VENTS NEW ARCHITECTURAL NEW ARCHITECTURAL I r+ k - ; �J1-r• -ALUMINUM FLASHING AT ALL ROOF {? = ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES 2xa C.T. I x�< VALLEYS, OPENINGS AND ROOF X i PENETRATIONS -GRACE SNOW AND ICE SHIELD FROM EAVES TO POINT MIN. 36" PAST THE WARM o u) XI TC.J. EXIST. SIDE OF WALL LINES -30Ib. BUILDER FELT s 0 �✓ _ I -3/4" CDX PLYWOOD SHEATHINGILI NEW 2x12 R.R. a 16" O.C. I 2"xl2" ROOF RAFTERS 6 16" O.G. o l z x, C; X ,].?•.), nz�. ,tiY,)1 x•.z'-� x 1•,I., z z, Y,j z;x z K,Yf .X. �•. ^,,_/:;z i�;.f. ,)'n x;;{X Y,"x ="z"x i�;C, )'"%"' t Y,`Yj X,xX X, +F`J x z,�, R 38 BATT INSULATION CEILING k:C X_X_ l).}. a,C C a_Y)'_ ': ,(„r E_k..r .X.},s' t.k 1 Y.X�Y J..}.'l _ _Y_X_ ��_3.. �. C_X.X_ =.J..k..r '•.X_ 'Y...X.) :z_'_k .X_X1 Y.t_Y. Y�'.)/ )_}'.:A BEDROOM REC. ROOM o a ~ 20 201 s1 P� � - �oa�� k 01 o 0 -c.8--0-C,) NEW 14" T.J.I.F.J. NEW 14" T.J.I. F.J. _ NEW SECOND FLOOR _ _ _ _ - - o EXIST_. SECOND FLOOR _ _ _ NEW 14" TJ.I.F.J. NEW 14" T.J.I.F.J. s D EL. = 12 23' Z '- 1 __TTT_I EL = II.4/o' EXIST.F.J. EXIST. F.J. EXIST. G.J. EXIST. C.J. EXIST. G.J. EXIST. C.J. TYPICAL WALL CONSTRUCTION: CEDAR SIDING U� R-5 CONT, RIGID INSULATION r 30 LB. BLDG.FELT O s%" EXT. CDX PLYWOOD SHEATHIING N EXIST, EXIST. 2° x 6" stubs 16" O.C. ;� BEDROOM LIVING ROOM KITCHEN - DINING ROOM FAMILY ROOM FIREBLOCKING AT MID POINT OF p0 Q 0 WALL HEIGHT -8 EVERY STUD 10m 100 101 101 102 m ctS ctS R-21 BATT INSULATION GYPSUM BOARD FINISH ON WALLS "- "TYVEK" HOUSE WRAP Q 7) �- U (2)2"x6" TREATED SILL PLATE W/ TERMITE SHIELD a A.B. 16" LONG m 36" O.G.MIN (2) PER SILL RUN. O 4 _ _ "� co _ _ _ FIRST FLOOR _ _ _ _ FIRST FLOOR _ _ _ _ '��j � 0 � e EL = + 2.m0' T\X -x., X; ),.X,^,. K �. Y_ K. Y..f Y.�` .. k_Yz. Y .r �..Y �_.'( _y Y,; �.,..1_�.�.. ._.Y:,�', �' EL. = + 2.Dra71 EXISTING F.J. EXISTING F.J. EXISTING F.J. EXISTING F.J. <c. ..x. . _k� �xxC. :�' E�YrX� xti :rXz:Y..t.xkr.x.'kkY. Y'�Z'c..x;cfx '..:c.x.Y.r.;.c.:z l -+-J O O R-3O BATT. O �.. --- - - INSULATION - ---- - Z Z TYPICAL FOUNDATION WALL 4-) U O z lO"W GONG.FOUNDATION 0 U EXIST. GARAGE Q EXIST. CELLAR 0 Q NEW CELLAR W/ S BARS 24" O.G. VERT. U 4-4 (�N N _ O0� 05 BARS o 36" O.G. HORIZ. INSIDE FACE \ � `+- X m00 X 000 0 a � e 12" DOWELS INTO FOOTING W UX1 W O ctJ WATERPROOF ALL FOUNDATION WALLS O CELLAR SLAB PROVIDE WEEP HOLES a FLASHING AS REQ. O 4" POURED CONCRETE SLAB (3,500 PSI) r +' U O REINFORCED W/ 6x6 10/0 W.W.M. TYPICAL FOUNDATION FOOTING U OVER 6 MIL POLYETHLEENE VAPOR BARRIER 3500 PSI POURED CONCRETE FOOTINGS X •-+ OVER 12" COMPACTED GRAVEL BASE 12" DEEP x 2'-O"W W/ l3J "5 REBAR CANT. AND - Q) U STEP FOOTING FOR •'-' +� U +-) 8'-O" CEILING HEIGHT "5 REBAR CROSS TIES 14" O.G. BOTTOM x TYP. OF ALL UNLESS OTHERWISE NOTED ALIGN SLAB WITH NOTE: 05 BAR 6 24" O.G. DOWELED INTO WALL ABOVE O O co U) N B.D.FOOTING — ao � E Q 5 CT � ON Ash � 7 SCALE 4 1 Q c\2 5ign 4 Seal: �S��RE p ARcy , C� PE R•q CO CN �.p9 tn� - Z It 15 a violation9 la 4070 51 Q1 s acting X; r under the directI f t�t gmcF chi t,to alter an item in any way. If be a seal of an Y -•„ 12 12 t ) ; Y 12 architect is altered,the alterin architect shall affix to TYPICAL ROOF CONSTRUCTION: Y g y 4 4�� } `;O W �4 4 his item the seal and the notation"altered ati followed 2x6 G.T. 16" O.G. `kl r"r •-,. -ARCHITECTURAL ASPHALT ROOF SHINGLES ` I�ti Y Y ^ b hls si nature and the date of such alteration,and a 12 ,a :�A y - � R. - X-Y Y 9 Y_. PROVIDE RIDGE VENTS �a2; :j'' Y1t specific description of the alteration. 12 A- ✓�? x'y. -ALUMINUM FLASHING AT ALL ROOF ") , j 2xa G.T. -S le," O.G. J l n ..1./1 LATE VALLEYS, OPENINGS AND ROOF , r•,,,._ ,c , JN T.O. PLATE _ _ _ _ _ PENETRATION _ _ �: 2x1r� GJ. 16 o.G. T.O. PLATE - - - - - - - - - - - - - - - - - EL. = 21.23' - - - - - - - - --GRACE SNOW AND ICE SHIELD FROM EL. = 21.23' - - _ r _ EAVES TO POINT MIN. 36" PAST THE WARM ' 51DE OF WALL LINES 7 ............. N ........................ ...................................,...... „ p .• :;t -30Ib. BUILDER FELT r, -3/4" CDX PLYWOOD SHEATHING ' -= ............ .. .... ..................... . r' ••. ,' m.d- '° -2"xl2" ROOF RAFTERS 6 16" O.G. �" U J m -R-35 BATT INSULATION is CEILING REC. ROOMCLOSET " >: BEDROOM � 0) _ - Q 201 Y � '� 203 :� m m ` OD 2x5 R.R. a 16" O.G. NEW SECOND FLOOR L U NEW SECOND FLOOR_ _ I _ NEW I4" T.J.I.F.J. • -- -� - - - NEW . .I. F.J. . .I. F.J. - - - - - - - �� EL. = 12.23' I r - - - - - - - - - EL. 12.23' _ _ - - - - - - - - - Q U r' N 14" TJ NEW 14" TJ Q NEW 2x12 R.R. e 16" O.G. EXIST. C.J. ;,i s, ................................................................................. TYPICAL WALL CONSTRUCTION: '' -....-_- CEDARSIDING ..................................................... R-5 CONT. RIGID INSULATION �f U . 30 LB. BLDG. FELT _ _ 5% EXT. CDX PLYWOOD SHEATHIINGLL . 2" x 6" STUDS 6 16" O.G. ;' ......_.............................................................. .. ^ Q FIREBLOCKING AT MID POINT OF x 0 DINING ROOM KITCHEN C ?;-. ..................................................................................... WALL HEIGHT 6 EVERY STUD =" ABANA BATHROOM ;..._.._....._........................................................... 61 1+a3 104 :;; .....................__...._....._..._-.......--_-_._- 101 101 PECK R-21 BATT INSULATION " r — 5/8" GYPSUM BOARD FINISH ON WALLS "TYVEK" HOUSE WRAP _ E ,r (2) 2"x6" TREATED SILL PLATE W/ TERMITE SHIELD d 5/a" A.B. 16" LONG 's 36" O.G. MIN (2) PER SILL RUN. FIRST_FLOOR - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - + — — — — — — EXIST.F.J. � -�- -Y- Y Y -Y- x ' ..--_----...__ FIRST FLOOR EL. 2.�(D' EXIST.F.J. EXIST. D.J. x: ,^;X;K,X x Y X, rx I 1 t. h�.,i r r "z Y . �' x z"x, `t}11¢ T " Y �,Y,YX'•:, EL. 2.(I�(I� + ' 1¢� �:J-tz'��: xLi 3..�'''.._ EXIST. D.J. Project Title: TYPICAL FOUNDATION WALL IO"W CONC. FOUNDATION 1245 RUTH ROAD W/ 05 BARS 24" O.G. VERT. S BARS 36" O.C. HORIZ. INSIDE FACE = a S m 12" DOWELS INTO FOOTING EXIST. CELLAR m� 0 •' NEW CELLAR - -- - - O00 +a m0 � � — - - I I I I p I I I I WATERPROOF ALL FOUNDATION WALLS CO Drawing Title: I I I I CELLAR SLAB PROVIDE WEEP HOLES a FLASHING AS REQ. I I I I 4" POURED CONCRETE SLAB 13,500 PSIJ SECTIONS L-J L-J TYPICAL FOUNDATION FOOTING REINFORCED W/ 6x6 Im/im W.WI"1. 3500 PSI POURED CONCRETE FOOTINGS OVER 6 MIL POLYETHLEENE VAPOR BARRIER 12" DEEP x 2'-O"W W/ (3) "5 REBAR GONT. AND OVER 12" COMPACTED GRAVEL BASE "5 REBAR GROSS TIES 6 14" O.G. 9 BOTTOM TYP. OF ALL UNLESS OTHERWISE NOTED NOTE: "5 BAR -S 24" O.G. DOWELED INTO WALL ABOVE ' Probed M: Scale: fI 1000-106-07-14 As Noted I — ... Date: Sheet#: 5 CA L E 1/4 = V—0 SECTION C August 09, 2021 io of 12 5heet: SCALE 1/4" = P_011 A - 301 ALLOWABLE HOLES - TJI® Joists Refer to Manufacturer's Instructions for additional Installation Details and Specifications Min.distance from Table A Min.distance from Table B 1Y2an hole may a cut See current i Leve to (or a roved e aIliteratureNo field cut Do not cut holes larger anywhere in web out- approved equal)) f o r framing connectors holes In than 1Y2"In cantilever side of hatched zone hatched zones DO NOT JOIST DETAILS ❑ �) of O cut or notch flange. 6„ l i l°o g^ Load bearing or shear wall above (must stack over wall below) 6^ Li 2 x Di Di Closely grouped round L2 2 x L2 �D2 g^ 6" Plate nail holes are permitted if minimum Plate nail Web Stiffeners Load from above minimum required each side IRC 502-7 requires lateral restraint Blocking panel (applies to all holes the group perimeter l at A2W (blocking)at all intermediate � meets requirements for Blocking supports in Seismic Design 2x4 minimum except knockouts) q panel Categories DO,D1,and D2 to r' ` round or square holes. DO NOT p strengthen the floor diaphragm. squash blocks -�� Y' Table A - End Support g - cut holes in cantilever Web Stiffeners Rim-to-joist nail N Minimum distance from edge of hole to inside face of nearest end support reinforcement. required each side 2 at A1W Toe nail B1 i r ys" °L Q) JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Toe nail o N t:X DEPTH TJI® 2" 3" 4" :5" 6Ys" 7" 8%" 11"' 13" 2" 3" 4" 5" 6Y2" 7" 11 11" 13" Web stiffeners 2x4 minimum N � 110 1'-0" 1'-6" 2'-0" 2'-6" 5'-0" 1'-0" 1'-6" 2'-0" 3'6" 4'-0" TJI®rim joist squash blocks required each side at d 210 1'-0" V-6" 2'-0" ;l'-0" 5'-0" 1'-0" 2'-0" 2'-0" 4'-0" 5'-0" Must have 13/4"minimum B1 W and B2W 3 9Y2" 230 1'-0" 2'-0" 2'6" cl'-6" 5'6" 1'-0" 2'-0" 3'-0" 4'6" 5'-0" Al O jo15t bearing at ends.Attach B2 Blocking panels may be CS Use 2x4 minimum squash blocks to p` 360 1'-6" 2'-0- 3'-0" 41'-0" 6'-0" 1'-6" 2'-6" 3'-0" 5'-0" 5'-6" rim joist per A3 detail. required with shear walls transfer load around TJI®joist r,•, 110 1'-0.' 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 5'-0" 1'-0" 1'-0" 1'-6" 2'-6" 4'-6" 4'-6" 6'-0" above or below-see detail B1 _ 210 1'-0" 1'-0" 1'-0" 11-6" 2'-6" 3'-0" 5'-6" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 5'-6" 6'-6" O p 11%e" 230 1'-0" 1'-0" 1'-0" 2'-0" T-0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" T-O" 5'-0" 5'-6" 7'-0" \\ cfl � 360 1'-0" 1'-0" 1'-6" 21-6" 4'-6" 5'-0" 7'-0" 1'-0" 1'-0" 2'-6„ 4'-0" 6'-6" 6'-6" T-6„ 560 1'-0,, 1'-0" 11-6" 3'-0" 5'-0" 5'-6" 8'-0" 1'-0" 2'-0" T-6" 5'-0" 7'-0" 7'-6" 8'-0" Filler block:Attach per the table below. t "_ Z ~ � 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" 1'-0" 1'-0" 1'-6" T-6" 4'-0" 6'-0" 8'-0" Clinch nails when 3'"r length m 8"diameter maximum hole for 11 et possible. /a reinforcement 16 deep blocking panels;6"diameter 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" T-O" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 4'-6" 6'-6" 8'-6" Backer block:Install tight to top on one side at E2, maximum for blocking panels 9Y2" 14" 230 1'-0" 1'-0" 11-0" 1'-0" 1'-6" 2'-0" X-6" 6'-6" 1'-0" 1'-0" 1'-0" 2'-0- 4'-0" 5'-0" 7'-0" 9'-0" flange(tight to bottom flange both sides at E3 deep or shorter than 12"long. 360 1'-0" 11-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-6" 8'-0" 1'-0" l'-0" 1'-0" 2'-6" 5'-6" 6'-6" 8'-0" 9'-6" Hanger height must with face mount hangers). Flush bearing plate required. Do not cut flanges. 560 1'-0" 1'-0" 1'-0" 11'-0" 2'-6" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-6" T-6" 6'-6" 7'-0" 9'-0" 10'-0" be a minimum of 60% Attach per the table below. Maximum Ya"overhang f, 210 1'-0" 1'-0" 1'-0" 11'-0" 1'-0" 11-0" 1'-6" X-6" 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'6" T-6" 6'-0" 8'-0" 10'-6. ofjolst depth Clinch nails when possible. permitted at beam. 0 230 1'-0" 1'-0" 1'-0" 11'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'6" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-6" T-0" 9'-0" 11'-0" 1Ya"TimberStrand® LSL or 16" iLeveR IYe"rim board.Nail with U - -+-'� 360 1'-0" 1'-0" 1'-0" '1'-0" 1'-0" 1'-0" 3'-0" 6'0" 9'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 5'-0" 9'-0" 10'-0" 11'-6" Backer block 10d(0.131"x 3")nails,one 0 O 71 560 1'-0" 1'-0" 1'-0" I'-0" 1'-0" 1'-0" 3'-0" 6'6" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-0" 6'-0" 10'-0" 11'-0" 12,n- u ° both sides of web a each at top and bottom flange. O , 4 Top mount with single TJI® 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" hanger joist Attach reinforcement +' `� �+ 360 v-0" 1'-0" 1'-0" I,-0" v-0" 2'-0" 5'-0" 10'-0" 1'-0" 1'-0" 1'-0" T-0" 5'-0" 10'-0" 11'-0" 13'-6" to joist flange with 8d(0.131" _,-1 U 18" ® TJI®Flange Block Nail x 2-2")nails at 6"on-center. tJ 7) � U 560 1'-0" 1'-0" 1'-0" '1.-0" 1'-0" 1'-0" 5'-0" 11'-0" 1'-0" 1'-0" 1'-0" 4'-0" 6'-0" 11'-0" 12'-W 14'-6" TJI Depth,D Face mount Width Type Size Quantity •�� When reinforcing both sides, U ''' Z I~ 20" 360 1'-0" 1'-0" 1'-0" '1'-0" 1'-0" 1'-0" 2'-0" 7'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 8'-0" 11'-6" 14'-0" 15'-0" han er Face grain a�� g U cH g i„ Filler 10d(0.128"x 3") 10i'> t<` stagger nails. 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 7'-0" 11'-0" 1'-0" 1'-0" 1'-0" 1'-0' 4'-0" 9'-6" 12'-6' 14'-6" 15'-0" less than 3- horizontal 92"<Ds16" 2 Backer 10d(0.128"x 3") 10i1i E2 E3 �I O +' Table B - Intermediate or Cantilever Support i Filler 16d(o.135"x3z") 10c'>-each side Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support H1 32„ Backer 1od(o.128^x3") 1or'i H3 +� o U b g JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE less than 32" Filler IOd(0,128 x 3") 15 (� cl � 0 16"<Ds20" Backer 10d(0.128"x 3") 15 � � � O DEPTH TJI® 2" 3" 4" 5" 6Y2" 7" li 11" 13" 2" 3" 4" 5" 6Y2' 7" 8T/s" 11" 13" 31" Filler 16d(0.135"x 32") 15-each side U c>3 O 110 1'-6" 2'-0" T-0" ,t'-0" T-6" 1'-6" 2'-6" 3'-0" V-6" 6'-6" Backer 10d(o.128"x 3") 15 -' S" O O 9Y2" 210 2'-0" 2'-6" X-6" 4'-6" T-6" 2'-0" T-O" 4'-0" 6'-0" 7'-0" 20"<Ds24" 31" Filler 16d(o.135"x 3Z") 25-each side ^ �' O O U - �+ U 230 2'-6" 3'-0" 4'-0" 51-0" 8'-0" 2'.6" X-O" 4'-0" 6'-6" T-6" Backer I Od(0.128'x 3") 15 4--1 cij 360 3'-0" 4'-0" 5'-6" fi-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" (1)15 for multi-family applications 110 1'-0" 1'-0" 1'-6" 2'-6" 4'-0" 4'-0" 8'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-0" 7'-0" 9'-0" �0 U o 4 -� 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" 7'-6" ll 10'-0" H2 With top mount hangers,backer block required (� 0 11%" 230 1'-0" 2'-0" 2'-6" T-6" 5'-0" 5'-6" 9'-6" 11-0" 2'-6" T-6" 5'-0" 8'-0" 8'-6" 10'-0" only for downward loads exceeding 250 Ibs or for w J O uplift conditions. O N O 360 2'-0" T-O" 4'-0" li'-6" T-0" T-6„ 11'-0" 2'-0" T-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" 560 1'-6" T-1 4'-6" 15'-0" 8'-0" 8'-6" 12'-0" T-O" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 2'-6„ 4'-6" 8'-0„ 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 9,-0" 12'-0" U 4--) f) -� 210 V-0" 11-0" 1'-0" 1'-0" 2'-6" T-O' 5'-0„ 9,-0- 1'-0" 1'-0" 2'-0„ X-6„ 6'-0" 7'-0" 10'-0" 12'-6" '� Q) 14" 230 1'-0" 1'-0" 1'-0" 2'-0" T-0" X-6" 5'-6" 10'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'-0" 7'-6" 10'-0" 13'-0" p U cL$ U Q) 360 1'-0" 1'-0" 2'-0" 31-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" r 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-O" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" BEAM COLUMN DETAILS � � O 210 1'-0" 1'-0" v-0" 1'-0" 1'-0" l'-0" T-0" 5'-6" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 5'-6" 9'9'-6. 12'-6" 15'-6" and Q) Y0 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 10'-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-0" 16'-0" U O O 7� 16" 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'6" 10'-0" 13'6" 1'-0" 1'-0" 2'-0" 4'-0" 7'-6" 8'-6" 13'-0" 14'6" 17'-0" BEAM TO COLUMN LATERAL BRACE Q) Q) I� Q Q)560 1'-0" 1'-0" -01' " 1-0" 2'' -6" 3'-0" T-O" 11'-0" 1 V-17 1 1'-0" 1'-0" 3'6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" TJI®joist 18„ 360 1'-0" 1'-0" 1'-0" 1'-6" T-0" 6'-0" 9'-0" 15'-0" l'-0" 1'-6" 4'-0" 6-6" 9'-0" 14'-6" 16'-6" 19'-6" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" T-6" 6'-0" 8'-6" 11'-0" 16'-6" 18'4" 20'-0" 360 1'-0" 1'-0" 1'-0" -0 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" 15'-6" 1' " 1'-0" 1'-6" 4'-0" 7'-0" 12'-6" 16'-6" 19'-0" 21'-0" 20'" '• Floor beam 5,9"<seal: 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'f" 5'-6" 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 17'-6' 19'-6" 20'-6" Rectangular holes based on measurement of longest side. FZ GJE R AR Holes may be located vertically anywhere within the web.Leave Y8"of web(minimum)at top and bottom of hole. Bearing on Concrete or Masonry Pocket �C�\ QP .q6 Full Depth Header Cam" ,p � Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. Low Header High Header Strap Y2"minimum clearance co n =a y - For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located BEARING AT Alternative 2x4 blocking: Z Use clips for lateral supprt * � ,rr at the center of the joist span provided that no other holes occur In the joist. COLUMN (do not attach to beam) Distances are based on the maximurn uniform loads from current iLevel specifiers guides.For other load conditions or hole Nj, configurations use iLevel®TJ-Beaman software or contact your!Level representative. �^{�0 7 5 A � 2x4 blocking for under theIt 15 a lation directio I!P IIP4 'arr eecte 9 to alter lateral support an item in any way.If an g the seal of an Header Steel Column Beam seat connector architect is altered,the altering architect shall affix to his item the seal and the notation"altered by'followed Verify column capacity Header Header 2xX naller* Concrete or CMU wall by his signature and the date of such alteration,and a and beam bearing Suggested lateral bracing detail for beam specific description of the alteration. Double nailer may be required depending when required. Verify beam bearing length L5 length.See current L7 L8 L9 upon opening size and window type L14 q fY ' g 9 L25 Other iLevel® Trus Joist® Headers and Beams O ILevels literature. O O on page 36 of TJ•9000 Specifiers Guide O Microllamr9 LVL B 1.3E TimberStrand® and Parallam0 PSL N _ LSL hole zone hole zone 2 x diameter of the Y3 depth \ largest hole(minimum) 0 DO NOT cut,notch or drill cmholes in header s or beams .J OD - - - - -� except as Indicated in - N l�Td o I- - - ° - - o o illustrations and tables. r v! to o ttZ�� V Microllam® LVL and BEAM TO COLUMN LATERAL BRACE v Parallam®PSL Header or Beam Maximum Round (D allowed hole zone Depth Hole Size Joist () 0 O middle Y3 span 4Y8" 1" BEAM TO BEAM BEARING AT LIJ 2x4 brace at BEARING FOR DOOR j 5Y2" 1Ya" CONNECTION CONCRETE WALL d 1.3E TimberStrand® LSL allowed hole zone d 7Ya»_20" 2" each column BEAM ON OR WINDOW HEADER COLUMN CAP Strap per code if top plate See Illustration for Allowed Hole Zone is not cortinuous over Simpson header Z Strong-Tie®or V " General Notes USP LSTA9 stra ' � ,� U - Allowed hole zone suitable for headers and beams with uniform loads only. (or similar) - Round holes only Top mount N hanger Q - No holes in cantilevers. No holes in headers or beams in dank orientation. Floor beam Face mount Protect untreated F hanger wood from direct P 1 contact with L3 See current iLevel'literature L4 concrete � Column L2 for framing connectorsE oc::�Y' ® �/""�R I� I I�G Metal post cap Z Joists are unstable until braced laterally and column capacity on Verify beam bearing length below Bracing Includes: L27 of TJ-9000 Spe fe s Guide a 42 - Blocking - Sheathing _ Strut Lines Project Title: - Hangers ' Rim Board ' Rim Joist l � TJI®JOIST NAILING REQUIREMENTS at BEARING 1245 RUTH ROAD - WEB STIFFENER ATTACHMENT' TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 1Ya"TimberStrand® LSL or (Load bearing wall above) ILeveR 1Ye"rim board. One 10d(0.128"x 3") rr d *With point load from above, install web stiffener tight to top nail into each flange DO NOT walk on joists DO NOT walk on joists DO NOT stack building flange(gap at bottom flange)when there is no support below. [ra Drawing Title: until braced. that are lying flat. materials on unsheathed One 8d(0.113"x 2Y2") INJURY MAY RESULT. Depth Minimum Web g Re nails at an angle at joists. Stack only over Nailing nail each side.Drive ENGINEER FLOOR Requirements beams or walls. TJI Joist Series Number Nails least 1Yz from end. JOIST DETAILS � WARNING NOTES: (in.) Stiffener Size Type I End Intermediate 1%a"minimum bearing at Also see detail 62 Lack of proper bracing during construction can result In serious Y6"m 110 All inimum 5/e"x 25/6" end support;3Y2*ate minimum at Intermediate support 2Ya"maximum 16 accidents.Observe the following guidelines: 1" 210 All 3/a"x 2 1 " 8d 1Yz"for TJI® 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. ( 230&360 All 3/8"X 25/6" (0.113^X 2Y2") Shear transfer:Connections equivalent to 2.Laterial strength,like braked end wall or an existing deck,must be established at the ends of the bay.This can also be 560,560D, s31 &s33 All 1"x 2Y16» Rim to TJI®Jolst 3 3 floor panel Walling schedule accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. s47 joist) Project N: Scale: 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. 560&S47 All 2X4 16d 1Y•"TimberStrand® LSL or 3y2"wide TJI®rim l000-Ios-o7-1a bracing,x4(minimum) sum) s or rollover Is highly d end under light construction loads-such as a worker or Web stiffener each side. As Noted iLevel®1Ya"rim board or joist:Toe nail with Without this g, g y 9 y P (0.135"X 3Y2") j Date: Sheet✓o one layer of unnailed sheathing. � See sizes below. 1'/a"wide TJI®rim joist: 10d(0.128"x 3") 4.Sheathing must be completely attached to each TJIa joist before additional loads can be placed on the system. 18" 4 4 One 10d(0.128"x 3")nail nails,one each side 3y2"wide TJI® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Tight fit* » 16d August 09, 2021 11 of 12 5.The flanges must remain straight within g o from true alignment. 560D 20 2X4 5 5 into each flange of TJI®joist flange floor Sheet: O 22" (0.135"x 3Y2") 6 11 j iyle"st:-2 e 1 wide TJI®rim W 24" 6 13 joist:One 16d(0.135"x 3y2"wide TJI® A Weyerhaeuser,iLevelO,Microllam®,Parallam®,Silent Floor®,TimberStrand®,TJI®,and Trus Joist®are registered s 3y2")nail Into each flange rim joist trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. 1/a"minimum bearing - " Locate rim board joint between joists. Top View USE A MINIMUM OF TWO ad NAILS THIS SIDE OF TRU55 ■--ROOF RAFTER PROVIDE "SII"IPSON" STRONG TIE STRAP FROM RAFTER TO TOTAL FOUR ° o ° RAFTER OVER TOP OF ad NAILS % RIDGE BEAM 11 32"o.c. ell INTO TRUSS e MIN. (W/ COLLAR TIES)FASTEN W/ a N10 NAILSTYPICAL RAFTER CONNECTION ; rI ° LTP4 OR WRAP COIL STRAP °"51P'IPSON" Hl CONNECTOR ® FROM STUD TO ° ST IP G-T° ° UNDER SILL PLATE �� ° � ° STRONG-TIE LTB4C�@ 16" o.c. FASTEN W/ (4) ad "SIMPSON" STRONG-TIE LSTA "SIMPSON" STRONG-TIE H2.b ° INSTALL AS SHOWN "51MPSON" NAILS TO RAFTERS I PLATE INSTALL 6 16" O.G. INSTALL 9 16"(a) SdTO STUDS E OOF RAFTER (2) ad TO PLATES WALL STUD U0 0 0 0 ,751 ad NAILS °■°- -"51MPS0N H7" INTO °o° RIDGE BEAM ) PLATES EIGHT ad NAILS 5 N INTO JOIST ILI H,4NG,4i, FOR � o TYFIC,4L FAFTEi� FL,4TE GONNECTIONS FPIDC�E STi�,4f TIE FOST TO eIF,DEfR 2X INSTALLATION STUD TO fi L,4TE JOIST TO JOIST _ SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NT5 SCALE: NTS SCALE: NT5 3 TYPICAL CQ FLOOR-Tin-FLOOR CONNECTION "SIMPSON" LFTA CONNECTOR °3 o w e 16" oz. FASTEN WIN(o) p \\ "SIMP5ON" NIO NAILS FLOOR JOIST cc 30 z TYPICAL WIND BRACE SUB FLOORING ROOF RAFTER PROVIDE lx4 BRACE NOTCHED INTO TOP 3" MAXIMUM RAFTER PLATE ALL STUDS d SEAT CUT OVERHANG BOTTOM PLATES m 45° lx OR 2x CEILING JOISTS SHEATHING OR OTHER ANGLE-FASTEN W/MIN. LATERAL BRACING 4a" O.C. LATERAL BRACING AS (2) lOD COMMON NAILS REQUIED Y) 0 9 EACH MEMBER WIND •• N BRACE e EACH FLOOR FI LEVEL AS REQUIRED 2x JOIST SPACING 0 O O PROVIDE MINIMUM (1) MINIMUM � corl BRACE e EACH N" -11 "51MPSO STRONG-TIE HCP - HCP-2X MEMBER SIZE TWO l6d NAILS � N \\N \ Y) EXTERNAL WALL U HCP-4X MEMBER 51ZE (BLOCKING TO RAFTER) Q) U "51MP50N" LFTA - - • CEILING JOIST i X 16d NAILS FOR "� Q •� � =� LATERAL BLOCKING PER CODE OR - HEEL / LAP CONNECTION '{ U O 7:1 16" FOR LATERAL WIND REQUIREMENTS +, O �" O WALL STUD O.G. STRUCTURAL SHEATHING TOENAIL WITH THREE 16d NAILS (RAFTER TO TOP PLATE) \ N C�5 0 DOUBLE 2 x (X) STUD \ O .. � O O U SIMPSON STRONG TIE- PHDS TOENAIL WITH TWO 16d Q) O U NAILS (CEILING JOIST \ "' CI:5 FOR CORNER t� TO TOP PLATE) uANCDHOR DOWN TO CONDGRE�ENS �1� ®FN � LT 0 � O FLOO1,-TO-�LOO� CONNECTION - i�OOF fR,4FTER O -� o ' - -- -- - SCALE: NTS �-IEEL CONNECTION - SCALE: NTS -- - - -- - - - -- -- o O Il CEILING OUTLOOKERS SCALE: NTS � .Q jl AT HIP END � (� 77-1 O (o (/1 I > U O 0 CONNECT VALLEY BEAM TO HIP BEAM " p O O Y) I USING SLOPED DSKEWED RHANGE RIDGE BEAM U) '� � ROOF PITCHES ARE UNEQUAL \ HIP / VALLEY BEAM N U I U U u u CONNECT MEMBER WITH e� Q (� C\2 ° � - "SIMPSON" STRONG-TIE H2 OOF �'� / -ROOF RAFTER ' SLOPED HANGER ' d li ° ° ad° ° a ° INSTALL 6 16" O.C. j / / i NOTCOF ORIGINAL MEMBER DEf=TH POST OUTLOO<EF, IDETAIL ° d HOOKED ANCHOR BOLT �-REQUIRED) TOENAIL WITH FIVE 16d 5ign t Seal: a a SCALE: NTS RIDGE BEAM / NAILS (HIP TO RIDGE) a MIN. 12" INTO CONCRETE a / �,�ERE�ARc FOUNDATION WALL 'S 23" O.C. TOENAIL WITH FOUR ' .�l6d NAILS (RIDGE TO HIP) q � R. ti, o I CONNECT RAFTER TO C i,,4FTEi, TO DOUE3LE WHEN NO- ALIGNED WITH RAFTER, VALLEY USING X 16d NAILS j l I / CONNECT KINGS STUDS TO TOP PLATE, * I =A'a y Z MOLD rDOWN I)ET,4IL TOE' I i�L,4T WRAP 11'4"GALS. 20 GA. COIL STRAP - HURRICANE TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H2 OVER TOE OF TOP PLATE 8 NAIL HIP / VALLEY BEAM N SCALE: NTS SCALE: NTS OR APPROVED EQUIVALENT AT EVERY STUD CONNECT MEMBER WITH -POST OR BEARING WALL 1_\ PLATE CONNECTION WHEN RAFTERS ROOF SLOPED HANGER It is a violation la 51 TO bh�ss actin \ /� FRAMING �• 9 ALIGN WITH STUD under the directio �1ic�il� chl ct,to alter an item in any way. If a seal of an architect is altered,the altering architect shall affix to his Item the seal and the notation"altered byo'followed \ �j / II \ / by his signature and the date of such alteration,and a �0 OF R,4f T E 1D H I F R I D 1�E ,4 L L E� specific description of the alteration. V,4LE'�' HIF CONNECTION FOST CONNECTION GRIPLE SCALE: NTS SCALE: NTS N — STUDS N �- DOUBLE U CO TOP PLATE i N J d) USE 51MPSON Z-MAX OR HDG CONNECTORS 1 N (n TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION = Z HEADER W/ ACQ. LUMBER W ` - RIDGE BEAM UJ O r1 J �- - (2) 2" x 10" HEADER WALL ,Q WALL STUDS 16" O.C. �\ FULL (2) 2" x 10" TRIMMER RAFTER FRAMED OPENING FOR NEW LENGTH WINDOW OR EXTERIOR DOOR WALL ROOF OPENING (p STUDS U I L I -2" x (X)" ROOF RAFTER IQ N " NOTE: N, \ I / (2) 2" x 10'' HEADER BOTTOM PLATE ? UPLIFT CONNECTION IS REQUIRED \ TAIL RAFTER AT EACH END OF THE HEADER AND AT \ I � RIM JOIST -• ° - - - - - - - - 50T70M OF HEADER STUDS IN ADDITION TO E \ (2) 2" x (X)" TOP PLATE CONNECTORS AT WALL STUDS AND AT TOP I z \� i e, d��t ° - - - - -I- - - TI- -- i-1 — - - - - - -—IT —I AND BOTTOM OF CRIPLES. \ ° < I I I I I I I I i I \ \ Ll ° d NO UPLIFT CON ECTORS I I ( I \ it Project Title: 9 D a'd ° ALL STRAPPING TO 5E SUBFLOOR SOLE I I �EQUIRED IN i14, IS AREAIt I I I \ SUB FLOOR ° INSTALLED AS PER MANUFACTURERS PLATE I ° SPECIFICATIONS AND NYS CODE RIM I I I I I I I I w 1 ��5 RUTH ROAD FLOOR JOIST ° d J015T DOUBLE ACQ SILL PLATE d 16 Ga. STRAP LIES MANUFACTURED BY SIMPSON STRONG-TIE TERMITE SHIELD ° ° CONNECTORS MODEL No, Gel& OR APPROVED EQUIVALENT. d Drawin Title: FOUNDATION WALL ° STRAP TO HAVE MIN. 12 BEARING ON THE STUD AND WRAP 16 Ga. STRAP TIES MANUFACTURED „ UNDER SILL PLATE AT FOUNDATION DOUBLE BY SIMPSON STRONG-TIE CONNECTRS 9 \ d FRAIVIING \ ° a ACQ SILL MODEL No. C51(o OR APPROVED EQUIVALENT. \ Q d PLATE STRAP TO HAVE MIN. 12" BEARING ON THE STUD CONNECTION p ° AND WRAP UNDER SILL PLATE AT FOUNDATION. r� T c 3" x 3" x)2" 5TL. BEARING PLATE MANUFACTURED DETAILS °all d '--BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBP5Y a OR APPROVED EQUIVALENT FOUNDATION ° . ° d a ° ° 9 ° WALL d ° ° d d .d ° ° .. d 4 ° °. d d ° Protect [c d ° TYPICAL 5/a" x 12" HOOKED ANCHOR BOLT + a .. 44 d° d d ° 1000-106-07-14 As Noted - 23" O.G. a°p d' USE SIMPSON Z-MAX OR HDG CONNECTORS - WITH 7MIN EMBEDMENT INTO CONCRETE ° TO INCREASE CORROSION RESISTANCE D FOR ALL HARWARE IN CONNECTION Date: 5heet#: - WITHIN 6-12" OF EACH END OF PLATE W/ ACQ. LUMBER All�USt 09, 2021 12 of 12 Sheet: FOJNp,4TION 5TR_,,4ff=ING DET,41L UFLIFT CONNECTION 1)7T,41L ROOF OPENING 1DET,41L A — 5 0 2 ° 0 0 — SCALE: 3�4 =� -�li SCALE: 3�41i=I'-0" SCALE: NTS E E E E ,IEA16ENDRIENT T-I® Im 1. b - ra.T—,o, yy — - •Au.,a .TSK,Ernes can i _ _ -- I „ ®-' v �❑ I .................................{ r-_----_-___-_--- --- Z c °o I .............................ii I I - ----------�- I m v --- - EL I ° mv F o s CEDAR °N 9 y C H c o W FvinTnv' sRsP_____ Ln I s �e sD I I I m � ^c�•`o^ o I - / @CC I noaNI a � E3T�!�— •'- REAR° I VVV I I U Itr�' L---------------------------- ------------ -------------- ----- ---_—J .,. - .. . �EXISTING° -————— A PORT co AB°vE L—_--------------------- "d MAY 3 0 2025 -------------------------+ J.s to a CELLAR PLAN N o Building D£pwiment o NEW WALL. SALE w Town of Southold ®EXISTING WALL.TO-19AIN 3 p ' ] 4 -- E%I.TING WALLS T°BE III � Q Z Q � 2 Q NOTE / BATHROOM RECEPTACLE NOTE NOTE. NOTE LO KITCHEN P RECEPTACLE NOTE NOTE - ALL DIMENSION 1 WINDOW OPENING TO BE VER PIED W/ BATHROOM RECEPTACLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE HARD-WIRED AND INS.ILATE ALL WALLS AND CEILINGS AT GARAGE. IN KITCHEN PANTRIES,BREAKFAST ROOMS DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WNDOW SCHEDULE AND VERIFIED IN FIELD NTSRC E35016 INTERCONNECTED,AS PER 7070 NTSRC 111/R314 AND SIMILAR AREAS'RECEPTACLE OUTLETS FOR DUELLING UNIT A5 SPECIFIED IN NTSRC E3907 1245 RUTH ROnO COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/NTSRC E390I41 THRI E390145 NOTE NOTE DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM NOTE LO AT THE WINDOW SILL IN AN OPERABLE WINDS IS ALL NEW INTERIOR 1 EXTERIOR ER10R WALLS TO BE 7,6 CONST " INSULATE ALL PLUMBING JJP":Y LINES PROVIDE"SIMPSON"CONNECTIONS OR TAILS,S EQUAL LOCATED LESS THAN 74 INCHES ABOVE THE F 15-41) FLOOR OCCURRING IN ATTIC TO BE MSLATED WITH R-8 DUO'yR+,gA EXT OPENING/WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE PROVIDE FINISH LATER OF MIN k" AT ALL FRAMING LOAIECTICNS FOR DETAILS,SPEC AND GREATER THAN T7 INCHES ABOVE THE FINISHD GRADE CELLAR PLAN SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW,A GUARD RAIL MUST BE PROVIDED A5 sE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING NOTE .p+>A•�vL PER 7070 NTSRC SECTIONS R607•R30711 NOTE PROVIDE R-71 INSULATION FOR NEW INFILL AT EXTERIOR PER 7070 NTSRC R3177 �JP.a k'�vL or+s-,.1lr�v ALL HABITABLE ROOMS TO COMPLY WITH R303 WALLS NOTE _ _5 rw,km_om �a SEE LIGHT AND VENT CALCS FOR THE ROOMS SDUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGHOUT REIDENCE AS NOTE AND CEILIN's5 PER NYSRC SHOWER DOOR TO BE TEMPERED GLA55,VERIFY W/ 100°-10'-"-'• NOTE LNTEL SCHEDULE(EXCEPT UWERE NCTED) MANFACT COMPLIANCE W/7070 NTSRC SECTION R308 NOTE' INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR I5 RESPONSIBLE FOR COMPLYING Nay 28 2025 ALL NEW INTERIOR AND EXTERIOR STAIRWAY SHALL RESTRICT RESTRICT PASSAGE OF A 4"SPHERE/ NOTE W/ALL STATE GEFTACLE5 IF�OUIRED _ >.1'•+3 M+%• STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL TRIANGULAR 0"ENING FORMED BY RISER TREAD 1 GUARDS TO BE MINIMUM 36"TALL MID CdMP_Y WITH 7070 BY STATE AND LOCAL CODES,ELECTRICAL LONTlACTOR TO +s�N+!. NOTE MOUNTED FIXTURES W/3-WAY SWITCHES AT TOP AND BOTTOM BOT RAIL a WARD TO RE557 PA55AGE OF NTSRC R-3171 HANDRAILS SHALL BE 34-38"ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ARCHITECT PRIOR, '3 N'V' NTEROR FINS AT ALL BATHS PROVIDE 100 CFM A-10 0 OF STAIRS A5 PER 2020 NTSRC SECTION R-303 T,R303B B"SPHERE OF TREADS AND COMPLY WITH 2020 NTSRC R-31IB3 ROJGH-IN. '.e1 w,rc EXHAUS'FAN VENT W/RIGID DUCT TO EXTERIOR I "_F � C � U POST PO EXIST. '2) 2xlm GIRDER POST POST `o �_ V p ENDS ENDS ENDS ENDS i N 0 o o IL. 2 2 ns U R. 41 Q) Q) 1 6 NOTE r{ 0 W t : L ' STAIR TREAD ANp RISERS TO �+ _ CONFORM TO 2020 NYSRC R3111.5 ,_-., C\12 I i I RAILING NOTE: \ HANDRAILS 4 GUARDS TO BE /� Q d 1 _ 01 - MINIMUM36" ABOVE NOSING OF 7READ5 @ C� p CQ \ (p o nl INTERMEDIATE RAILS SHAL RESTRICT p \___1\ p \ x = i PASSAGE OF 4" SPHERE (AS PER 2020 ui 1,0 CO 00 — C7 NYSRC 5ECTION: R-311.1.5 z C� d i� r- - - - - - - - - - - - - - - - - - - - 1—� x@ I N — — — _ _ _ — — _ — _ _ — — — — — ---- EXIST. (2)2xIfD CsIRDER ILI � EXIST. (2) 2xIO GIRDER l—J EXIST. (2) 2x10 GIRDER — _ — — — _ ----- _— 9 RISERS ly I � 1.22" W (/� I©" TREAD I© z o 4'-©" I- - - - - - - - - - - - - - - - - - - - oo � Iw I I � - - - - - -FEX - - — - - - I � GAIRAGE I I I 1 II1/ " TJI 560 F.J. I I U °� 000 ® I F_ -1 1 1 � 12" O.C. ' t — — � B D ANCHOR 4 BOND NEW FN . I I -� Q) O — — — — — — — — — — — — — 1— - - - - - - - - - -L TO EXTG. WALL UJ/ "5 I I O = REBARS, IS" LONG, 6" INTO (� C EXTG. W1 NON SHRINK GROUT 0 12" O.C. (T.O.FOOTING TO O MATCH EXTG. T.O.FOOTING) II I I � � Q) (D z I MECHANINCAL Q mmm I I I 1 �I S o 0 �p --1 '� O DROPPD .B tT E (2) 2x5" L \ ———— BOLTED TO WALL W1 %,"m LAG I I v +� 0 BOLTS 12" O.C. 6 B" EMED O N O X UP W ----- II I I �, � �' �, ----- I ( Ilya„ TJI 560 F.J. E I S Q) Q) u I I o 12 O.G. O.G. Il�r ° `Z 4 I EXISTING POST `� - _� I�CELLAR _ � ENDS I I 16 � � > � — POST z CELLAR Q U O O � Q)� X mm,a I ENDS `�z I 4" POUR CONCRETE 5L.4 SLAB (3,5Q' PSU 1 N I W ul U- REINFO W/ 6x6 10 M. POT (/a d U Z7 X z 0 OVER (, MIL POLYETHL VAPOR BARRIER ENC�S 1 Q) Q I N N ua W �^ ^ — — — �- — — _ — — I OVER 12" COMPACTED GRAVEL BASE 1 1 Q 10 0. 0 EXIST. (3) 2XIfI" GIRDER EXIST. (3)2x10 GIRDER EXIST. (3)2x10 GIRDER I TYPICAL FOUNDATION FOOTING PO T (L I I 3500 P 12" D EPx 12P FOOTINGS S O"W W1 (2) #5 REBAR GON AND EN "5 REBAR GROSS TIES d 12" O.C. � BOTTOM I I 5ign45eal: TYP. OF ALL UNLESS OTHERW15E NOTED NOTE: "5 BAR e 15" O.C. DOWELED INTO WALL ABOVE I I QED ARCy� EXISTING I I I I Ap 17777777 �ATFROOM T OU LL 10"W CONC.FOUNDA7ON �9TFC� QQ Om0 I I W1 "5 BARS 24" O.G. VERT,05 co B"5 24AR51'SDOUJELORI70 FOOTING Z. GE I D 71 EXISTING I I * (D 1 x CLOSET DROPPED (2) 2x8" L.B. LAG 4- BOLTED TO WALL ul/ LAG I I (P 5 BOLTS 12" O.C. 6 EMBED 0407 -�O I It is a violation r%i ,Il f ess acting bST under the directs f ect,to alter 11 1 " TJI 560 F.J. I an item in any way. If the seal of an a 12" O.G. architect is altered,the altering architect shall affix to — — — — — — — — — — — — — — — — — — — I his item the seal and the notation"altered by'followed - - - - - - - - - - - - - — - - - - - - - - - - - — by his signature and the date of such alteration,and a OST — — — — — — — — — — OST specific description of the alteration. EXISTING ANCHOR 4 BOND NEUJ FND. I END � � I UNEXCAVATED TO EXTG. WALL W1 "5 NDS PORTIC0 ,45OVE REBARS, IS" LONG, 6" INTO - - - - - - - - - - - - - - - - - - - - - - EXTG. W1 NON SHRINK GROUT a 12" O.G. (T.O. FOOTING TO MATCH EXTG. T.O.FOOTING) U � ------------------------------' --� N i OD v J (p z 10 CL_ I= 741 \ F=)L ,4N - _ NEW UJALLS SCALE : ii4" = 1'-0" uJ O EXISTING WALLS TO REMAIN 2 0 1 2 4 O EXISTING WALLS TO BE REMOVED BEARING WALL BELOW EXT. OPENING 4 WINDOW NDR SCHEDULE 77i_7 BLOCK SOLID UNDER BEARING WALL r C\� 2 CLEAR SPAN I HEADER SIZE ® POST �NI UP TO 4'-0" 34�" x 9- " L.V.L ® POST ENDS i t11 L.1� ENGINEERED LUMBER UP TO W-O" I5-Y4" x 11-Ya" L.V.L N ,� d DIMENSIONAL LUMBER BU11_J)iNG DEpT NOTE: USE TH15 TA6LE IF HpR NOT NOTED _- - -_ ENGINEERED JOIST Tt?l�d?S fir.SQ'JTHOLC9 -—-—-— STEEL BEAM LUMBER Z SPACING NOTE: BATHROCM RECEPTACLE NOTE: NOTE: NOTE: COUNTERTOP RECEPTACLE NOTE: NOTE: Project Title: ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE LARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE. IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3901.6 INTERCONNECTED, AS PER 2020 NYSRC R313 4 R314. AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1245 RUTH ROAD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901A.5 NOTE: NOTE: NOTE: NOTE: WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS NOTE: DUCTWORKFOR NEW CENTRAL AIR COOLING SYSTEM INSULATE ALL PLUMBING SUPPLY LINES it i ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. Drawing Title: OCCURRING IN ATTIC TO BE INSULATED WITH R-8 DUCT WRAP. PROVIDE SIMPSON CONNECTIONS OR APPRVD EQUAL LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR EXT. OPENING 4 WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.y" AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE CELLAR PLAN SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW A GUARD RAIL MUST BE PROVIDED AS CLEAR SPAN HEADER SIZE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING NOTE: UP TO 4'-0" 349 x'a y"L.VL NOTE: PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR PER 2020 NYSRC R312.2 UP TO V-0" 3 4"x 11-Y"L.V.L OR 5 Y"x g V LLV PER 2020 NYSRC SECTIONS R.602 R302.11 ALL HABITABLE ROOMS TO COMPLY WITH R303 WALLS. NOTE, UPT5E 5-Y4°x a-Ye"NOTE NOTE::U USE THIS TABLE IF NDR NOT NOTED SEE LIGHT AND VENT CALLS FOR THE ROOMS SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS NOTE: Project#: Sale: AND CEILINGS. PER NYSRC. SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted NOTE: LINTEL SCHEDULE: (EXCEPT WHERE NOTED MANUFACT, COMPLIANCE W1 2020 NYSRC SECTION R3018 Date: 5heet8: NOTE: INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING CLEAR SPAN STEEL ANCsLE SIZE March 14, 2022 3 of 12 ALL NEW INTERIOR AND EXTERIOR STAIRWAY SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 NOTE: W/ ALL STATE RECEPTACLES IF REQUIRED UP To 4'-0" 3 y"x 3-�"x _ Sheet: STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL TRIANGULAR OPENING FORMED BY RISER TREAD 4 GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2O20 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO UP To 7'-0" 4-0"x 3Y"x NOTE: MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM BOT. RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-35" ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO UP TO V-O" 5-0"x 3 Y"x OF STAIRS AS PER 2020 NYSRC SECTION R-303.1, R-303.8 UP TO 10'-m" 4-0"x 3-Y2"x 8 INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM A— 1 u O 6" SPHERE OF TREADS AND COMPLY WITH 2O20 NYSRC R-311.83 ROUGH-IN. NOTE:USE THIS TABLE IF NDR NOT NOTED EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR U U U 5'-1©.4 U 0) U R D o o — oC V) v) cd 23'-I0" v o a 5 2 U +� 3 D. Q Q) M pU] C/] I \ cat Q i co C) CCQ \ REPLCE 1 � 03 CO EXIST. WAINDOW (L 1 11 RIFY SI E — 1 I z r C\2 n C731-SF FIELD VE d `n ----------------LMPT VD: ------- TEFTP.Ir EXIST, DECK ua NEW ROOF ABOVE EGRESS I Q , TW3O4e, j j 22'r0" ;1I I _ 1 ll'-m" 1 4'-31" (2) 2x O" HDR 61_9' 4:_31 0 42)2xl HDR —'� 2r.1 " HDR EXISTING L--------------- FIXED AGTIvE00 . . . �' BATHROOM (2)2xl(O" ; POST FLOG!6D/o8 POST TW2442Ct 1 D(T> TH7111:. �ErOF-J- H, THRU .7. 0, H.H. � U1 —+ N EXISTING NS OWER BEDROOM © T U 100 12" Q.C. U AREA: IS2 5F. ® ' t11 LIGHT E%: 1536 REQV I tIl TEMPER D +O —P OVIDE lO0 VENT 4% 1.6a REQT) REMOVE EXIST GL SS •i�-1 G •� I E AU5TFAN / BATHROOM RIGID TO 1 -4 � �' N O � '� �SD 1 (2) 2x10" HDR 4XW41 IN ILL XIST. POST = DEC EXTERIOR = (a ll O ) O 6'-8" H.H. -1-1 CABANA -ice � NEW SLIDER WI D W THRU �/� O 0o m I DW. I c I� „1L a m Q N O �vco I I III 91 n REMOVE EXI-5 O O i At OOM j _� O�' U =Z �� L--------� -- - ----- -- IIN � Y, � � ,1 1 4 SUNROOM AND / ----- FOR NEW T� --I w U � j FOUNDATION ,.� EXIST. STAIR UP i = 5 -g BUILT I ADDITION 14 -11 O ,� O —I t 1 ' O o U0 WASHER KITCHEN I 6, PRYER (Y 111 .� O EXISTING Z tU lm5 1©'-O _ N +� U f=N ___ C�� X O I M/W 1 OVEN �� I-----,I i — ------- L-1-------RECT VENT ( O U I BELOW II D3U I I o CLOSET DIDRYER TO --- Q) �' x EL =W / i LL EXTERIOR �SD P OS= � 13'-C" I _ III,-01 II I I 4 - v EXIST c� �_ �I � O Qj t/) �----- - --------- J ^iL -- DN �� cvt r1 U ------------------------- U - -- POST 1 r tll +� QZ O O OOf S WIT14 NEW POST � © � � � � O N U R P GE X T. co i ry N — N ENDS O O O c/) \( N U U r U J EXISTING r r �SD 4 `� Q C\2 -0 BEDROOM / OFFICE k CO a IOm 11: SD EXIST. EXISTING `� Ul ' T T �SD F/{= LIVING ROOM _ T U 11'-41" Im(D _ _ ( ENDS Q = 5,gn45eal: 2 - - i DIN ING""ROOM -_ -._ ____. �� . _�__�---..___--_-._._., ___--___-- _ _ _ ._.__ _.. ____--_--_ _—_. ._ ,__._-- .._-.-- L' m `Lt" FAMILY OM m G� P+RC'7YT a I+a6 zo 1.... I'< � R• AD F REMOVE EXIST UNROOM Q �� AND FOUND,4T10 FOR NEW (� , , D ADDITI N D ��GO - 1 4,11 i Q It 15 a violation h �w fbr �11, less acting (2) TW3O46 (2) TW3O4C ; (2) Ti I mQ under the dlrecti P'-Ehe jtcen ect,to alter EGRESS 6'-8" H.H. C -8" H.H. 1 L___. ....1 _ 6'-8" H H POST J t F -' x an item m any way. If as g the seal of an TJI architect 15 altered,the altering architect shall affix to LIGHT PRv'D:2m.62 SF _ 12" O.C. his item the seal and the notation"altered by'followed VENT FRv'D: 13.1a (2J 2x10" HDR EXIST. HDR TO REMAIN,,• �Q C• by his signature and the date of such alteration,and a TW 4 6 - P4546 - TW244 specific description of the alteration. Rl OvE EXIST. p RE 'IOvE EXIS?. 1' " N.H. (2 4 LVL HDR B Y WINDOW i Q © BAY WINDOW , © I „�$ 111 I amal 14'-4 9'-/0 15'-G� 7'-IO5T Post REBUILD EXIST. Nli I ENDS PORTICO AT NEW TALLER E:4VE HEIGHT 22'-O" t RO D ROUND `,rJ N COLUMN COLUMN .J _J OD - - to NEW WALLS SCALE li4" = 1'-0" UJ O EXISTING WALLS TO REMAIN 2 0 1 2 EXISTING WALLS TO BE REMOVED BEARING WALL BELOW 1L• EXT. OPENING 4 WINDOW HDR SCHEDULE `�•�,_= BLOCK SOLID UNDER BEARING WALL CLEAR SPAN HEADER SIZE ® POST UP TO 4'-0" 3-Y2" x 9-y" L.V,L ® POST ENDS ^ UP TO 6'-D" 3-V' x II-Ya" L.VL OR 5-Y4" x 9-V' LA. ENGINEERED LUMBER �I Q UP TO 8'-1 5-Y4" x II-Ya" L.V.L DIMENSIONAL LUMBER NOTE: USE THIS TABLE IF HDR NOT NOTED —-— — ENGINEERED JOIST ------- STEEL BEAM F E _ LUMBER .� Z SPAGING NOTE: BATHROOM RECEPTACLE NOTE: NOTE: NOTE: COUNTERTOP RECEPTACLE NOTE: NOTE: Project Title: ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE. IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS CFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3901,C INTERCONNECTED, AS PER 2020 NYSRC R313 4 R314. AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1245 RUTH ROAD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901.4.5 NOTE: NOTE: NOTE: NOTE: NOTE: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS Drawing Title: INSULATE ALL PLUMBING SUPPLY LINES PROVIDE 'SIMPSON" CONNECTIONS OR APPR'VD EQUAL LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR ALL NEW INTERIOR EXTERIOR WALLS TO BE 2x6 CONST. FIRST FLOOR OCCURRING IN ATTIC TO BE INSULATED WITH R-8 DUCT WRAP. AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE EXT. OPENING 4 WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.Y" SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW A GUARD RAIL MUST BE PROVIDED AS CLEAR SPAN HEADER SIZE GYPSUM WALL BOARD ANp INSTALL LATERAL BLOCKING PLAN UP TO 4'-0 3 Y2 x S,16 L.YL NOTE: PER 2020 NYSRC R312.2 UP To b'-m" 3 Y'x u-Ye"L.v1 OR 5 Y°x g 1�°L.v.L PER 2020 NYSRC SECTIONS R;.602 � R302.11 NOTE: PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR ALL HABITABLE ROOMS TO COMPLY WITH R303 WALLS, NOTE: up To 8'-0" 5 Y4°x u-Y"NOTE NOTE:USE THIS TABLE IF HDR N01 NOTED SEE LIGHT AND VENT CALCS FOR THE ROOMS SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS NOTE: Project#: Scale: AND CEILINGS. PER NYSRG. SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted NOTE: LINTEL SCHEDULE: (EXCEPT WHERE NOTE)) MANUFACT. COMPLIANCE Wl 2020 NYSRC SECTION R308 Date: Sheet NOTE: INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING March 14, 2022 4 of 12 ALL NEW INTERIOR AND EXTERIOR STAIRWAY CLEAR SPAN STEEL ANCsLE SIZE SHALL RESTRICT PASSAGE OF A 411 SPHERE 4 NOTE: W/ ALL STATE RECEPTACLES IF REQUIRED UP To 4'-0" 3 y"x 3�1'x W61 Sheet: STAIRWAY ILLUMINATION TO HAVE CEILING ANp/OR WALL TRIANGULAR OPENING FORMED BY RISER TREAD 4 GUARDS TO BE MINIMUM 3I 11 TALL AND COMPLY WITH 2O20 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO UP To T-0" 4-0"x 311"X% NOTE: MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM 50T. RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-3811 ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO UP To 8'-0* 5-0"x 3 Y"x% INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM A — 10 OF STAIRS AS PER 2020 NYSRC SECTION R-303.-1, R-303.8 611 SPHERE OF TREADS AND COMPLY WITH 2O20 NYSRC R-311.8.3 ROUGH-IN. UP ro im'-0" 4-0"x 3�"x Ya NOTE:USE THIS TABLE IF NPR NOT NOTED EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR i 00 U U � Q) N CO 2x12"I R.R. I ° o o a 16"I O.C. I a > > v o a) U in G rn U U U ZXIZ" R. I iII( I I o ROOF ROOF CD C\2 �6 Lo v COo C�\2 > I o \\\o\ LIGHT PRV'D: IfD.31 SF LIGHT 'D: 1031 5F LIGHT F'RV'D: 10.31 SF ( 2x8" G T I I Q0 00 C �' M VENT FWD: 6.89 SF VENT PRV 6.89 5F VENT PRVV 6 b9 SF I G I I Z '-' EGRESS EGRESS EGRESS SHOWER I ABOVE DECK - 2x12" R.R. TW3046 TW304(o TW304C I I(0"I O.G. �T MPERED GLASS PROVIDE 100 CFM I EXHAUST FIAN VENT I W/ RIGID [JUGT TO I _ EXTEORIBAT-ROOM 3 - II' © II' O 200 2x12" R. O4 U Ir " 0.p. I LIGHT F'Rv'D:2©62 SF POST ti 1 ROOF ROOF I POST VENT PRv'D: 13.�5 FENDS POST �-' O O '� l ,' I l�' EGRESS (2) 111/4" LVL HDR -- (CS (LS EXISTING I ` 2x8 G.T. % 1 p w () BEDROOM Q0 (?WA 1(0" O.G. p� lk O 72 0�HN. +� a; 20(d EPDM I B.O. G.T. 10'-ro I 4:12 - - 4'-10° 16'-O' CRICKET I I �� ROOF cp �4 U) AREA: 189 5F, 1 I ABOVE DIEGK I �+ X -i�a "' Q VENT 4%: 15.I2REQ'D 3'-1_" Il'-(o-" IOC �� 5'_g�"N �t ILI Q VENT 4.: 1.56 REQ'D 2 �} SD = I PROVIDE 10 G M G OS T ^ I EXTEN 1T0" H.H. W//<RIGID DUCT THAUST FAN VIE NT - �x116" O.G. -A Q O (CS CLOSET I I EXIST. W Q cYl (2) 2x " HD (2)2x " HDR I CHIMNEY TEMP2�2x "HDRRIOR POST '3'-O GEILING O Q EXI T. EGRESS 9'-O" PLATE TW24310 c3'- PLATE o , BEDROOM - © 75 O H�- TW3046 1'-0" H.H. SHELF 2(d3 O EXIST, oO 1'-(d" H.H. O LIGHT 5.: 1424 PREQ'D O p PJ 2�,_�u VENT 4.: 112 REQ'D p Q 0 u �� EXIST. 6 O4-4 uz�� EXISTING BATHROOM `n - Q BATHROOM >� 200 w to CLOSET 204 � O Wn ® SD EXIST. ---- w� STAIR EXIST. EXIST. DOWN ? U ; U U �- -- \-_ I ' 0 O IN NEN = NEW 00 U p U O 4 ,'-7 STEPS 0 �p 0 = � � _� C. OSET � Q '� � Q � UP X - X X - _ - - 4--1 '� CLOSET EX ST RECREATIONAL O O Q Q m �� [ POST ATTIC Q Q" O Q �Xt5T-----rZ/ \ [u~1 u1 2ml POST w Q O O X O N -- --- --- ------ POSL-------- --=---- E RS > U 'c U 7:1 ENDS - -- -- - - - -- ------- -1p?-� _ >> Q Q Go r - W 0 2x10" G.J. F � :-- z u CLOSET T a I(o" O.C. POST EXIST, POST BEDROOM HIMNE 202 Sign 4 Seal: �-D ^'1 RC LIGHT 8.: 1968 REQ'D �� [�!• ��/�^ FLUE AREA:4.: 984 REQ'D tl �� EXISTING BEDROOM G OS T 2xh" G.7. b N Z _ AREA: 249 S.F. c3'-O" A.F.F LIGHT 89.: 19.92 REQ'D VENT 4%: 9.96 REQ'D n V. '^^,..�...,... C T 51\a�0 SD TUJ304 It 15 a violation o �a,Gjcra �ar� ,unless acting 6'-8" H.H.. 6'-8'TUJ3046 H.H. under the direction o architect,to alter . EGRESS EGRE55 an Item in any way.If an Item bearing the seal of an — — — — — — — — — — — — — — — — — — — — — — — — — — — — architect 15 altered,the altering architect shall affix to LIGHT RV'D: 1ra31 5F LIGHT PRv'D: ID.31 5F i his Item the seal and the notation"altered by'followed TU1304-H by ci signature and the date of such alteration,and a VENT PRV'D: 6.89 SF VENT FRV'D: 6.89 SF i POST5'-II" H.H. 11 POST ENDS EGRESS POST specific description of the alteration. (2) 2 .12" HDR POR71CO PORTICO LENT Rvp 1031 6F ROOF BELOW ROOF BELOW CV i_J m 00 0A Z10 Cp e CONS FL OOFR FLAN L �s LO0 NEW WALLS SCALE : 1/4" = P-011 J EXISTING WALLS TO REMAIN 2 0 1 2 4 Q Q EXISTING WALLS TO BE REMOVED BEARING WALL BELOW Z (r1j EXT. OPENING 4 WINDOW HDR SCHEDULE _, ;= `7 BLOCK SOLID UNDER BEARING WALL CLEAR SPAN HEADER SIZE ® POST U UP TO 4'-0" 3- " x 9-y" L.V.L ® POST ENDS � Q UP TO&'-0" 3 y" x II-Ya" L.V.L OR 5-Y4" x 9-V' L.V.L ENGINEERED LUMBER N up To a'-v 5-Y4" x ll-Ye" L.V.L DIMENSIONAL LUMBER 12 'Q NOTE: USE THIS TABLE IF NDR NOT NOTED --—- -— ENGINEERED JOIST ------. STEEL BEAM _ LUMBER � E SPACING 21 NOTE: BATHROOM RECEPTACLE NOTE: NOTE: NOTE: COUNTERTOP RECEPTACLE NOTE: NOTE; Project Title: ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ BATHROOM RECEPTACLE OUTLET TO BE LOCATED AS PER SMOKE AND GO ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE, IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3901.6 INTERCONNECTED, AS PER 2020 NYSRC R313 4 R314, AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1 245 RUTH ROAD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901.4.5 NOTE: NOTE: NOTE: INSULATE ALL PLUMBING SUPPLY LINES NOT) NOTE: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS PROVIDE WHERE CONNECTIONS OR APPR'VD EQUAL ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. Draw.ng Title: OCCURRING IN ATTIC TO BE INSULATED WITH R-8 DUCT WRAP. LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR EXT. OPENING 4 WINDOW NDR SCHEDULE SECOND FLOOR AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.y" NOTE: SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW A GUARD RAIL MUST BE PROVIDED AS CLEAR SPAN I HEADER SIZE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING PLAN UP To 4'-0" 1 314"x 9 Y"L.v.L PER 2020 NYSRC SECTIONS R.602 'a R302.11 NOTE: PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR PER 2020 NYSRC R312.2 UP TO 6'-0" 3 y"X 11-Y"LML OR 5 Y"x g V L.V.L ALL HABITABLE ROOMS TO COMPLY WITH R303 WALLS, NOTE: UP To V-01, 5 Y"X 11-Ya"L.V.L NOTE:USE THIS TABLE IF NDR NOT NOTED SEE LIGHT AND VENT CALLS FOR THE ROOMS SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS NOTE. Projectk: Scale: AND CEILINGS. PER NYSRC. SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted NOTE: LINTEL SCHEDULE: (EXCEPT WHERE NOTED) MANUFACT. COMPLIANCE Wl 2020 NYSRC SECTION R305 Date: Sheet,, ALL NEW INTERIOR AND EXTERIOR STAIRWAY NOTE` INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING CLEAR SPAN STEEL ANGLE SIZE March 14, 2022 5 of 12 SHALL RESTRICT PASSAGE OF A 4" SPHERE 4 NOTE: STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL W/ ALL STATE RECEPTACLES IF REQUIRED UP704'-0" s y X 3�11 X 5�611 Sheet, TRIANGULAR OPENING FORMED BY RISER TREAD 4 GUARDS TO BE MINIMUM 3611 TALL AND COMPLY WITH 2O20 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO UP TO 1'-0" 4-0"x 3 V x% NOTE: MOUNTED FIXTURES W/ 3-WAY SWITCHES N TOP AND BOTTOM BOT. RAIL OF GUARD TO RESIST PASSAGE OF NYSRG R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO UP To 8'-0" 5-0"X 3 V X% INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM A I O 2 OF STAIRS AS PER 2020 NYSRC SECTION R-303.7, R-303.8 611 SPHERE OF TREADS AND COMPLY WITH 2O20 NYSRC R-311.8.3 ROUGH-IN, UP TO 0'-0" 4-0"x 3 V x Y NOTE:USE THIS TABLE IF HDR NOT NOTED EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR 00 •' 'C3 U U � N n3 inN (75 R. C� 4:12 4:12 0 6 Pa C� ROOF ROOF FLOW 5EL04 CQ C\2 —� \ 1 Lo CD CSC d' —i-, "I, p \\ \O C \ CO CO CO .-, CID O C2 CO d" LO Z M EXIST. R.R. I 22 -O I„ 2 r O 4:12 4:12 POST O 0 ROOF ROOF — — — — — — — — — — — �ELOW EEL0111 I BELOW — — — — — — — — — — — �7 NEW 2x12" R.R. I a 16" O.G. NEW 2x12" R.R. a I/o" O.C. I II =CwS COV PM CRICKET BNY IIII(III •.,��" U �1 c�RoOF EXIST. R.R. � � 16 O.G. O . . � e 16" O.G. x2" R.R. N O CHIMNEY � N L — EXTEND AS - - - - - - - - - - - '� 4� EXIST R.R. O 4"OO-- -1 U o til _ Ow 7 �2x12 RR. N -.� Y) N '( N4-)/NEW2x12'' ----------� ------------------ -� ---------------------- —————————————————————— ————————— �FU U U U 2x12 R.R. U OG O 1, LVL ryX X x X W\ 75 POST O O NEW 2x12" R.R. (1) Igo LvL R.B. CU 16 LvL R.B. ( o LvL R . BELOW 4) RB. BE OW OC B . OUy�`�Uj.C,A/n I U N I U N 11 j i L --———————————— IS) 9r I �Qa ELF Z(��/ .`J I 5,gn<Seal: EXIST. R.R. _ �<<Fr u ( � ARCil U IV O (Y Oi2x12" R.R. A �`EXIST. R.R. X — X — X — ,� 16 O.G.16 O.G. I r, „ 2 x.12" R.R. � � %r,, �, @ �U � K 2 <�< I ¢a.- D L NEW 2x12" R.R. NEW 2x12" R.R. { -'re < J P 9r It 15 a violation o thl�.. -any rnl 5 acting under the direction tH�hE4nsec��r 1 ,to alter an item,n any way. If an rtabe a seal of an architect 15 altered,the altering architect shall affix to — — — — — — — — — — — — — — — — — — — — — — — — — — +� — — — — — — < r— — — — — — — — — — — — — — — 2x12" R.R. hi5,tem the Seal and the notation"altered by'followed 2x12" R.R. 16" O G by his Signature and the date of such alteration,and a alht srecif c de5cr,ptlon of the alteration. IV NEW 2x8" R.R. NEW 2x8" R.R. s 16 O.C. �O$fi cV I C\1 r+ VV �1i --I N d) 00 rl1 N Un 0 0 5GALE 1/4" V-0" uj r1 _J 2 0 1 2 4 IJ < PROVIDE CONTINUOUS PROvIDE COPPER PROvIDE CONTINUOUS VENTING e ALL FLASHING AT ALL VALLEYS ICE 4 WATER SHIELDS RIDGES 4 SOFFITS AND ROOF BREAKS AT ALL EAVES 'Q U Q ,3 E z' l= Protect Title: 1245 RUTH ROAD Drawing Title: ROOF FRAMING PLAN Project#: 5cale: 1000-106-07-14 As Noted Date: 5heet#: March 14, 2022 6 of 12 Sheet: A — In